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08-100737
CITY OF CITY HALL Federal Way 33325 8th Avenue ou Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com April 14, 2009 NPC Consulting Engineers Attn: Marion Nelson 413 29`h Street NE, Suite C Puyallup, WA 98372 RE: File #08-100737-00-SU; GIL SHORT PLAT 34111 35`h Avenue SW, Federal Way Dear Ms. Nelson: The City of Federal Way has completed the administrative review for the "Olga Gil Short Plat" application to subdivide one piece of property into five, single-family residential lots with a seperate storm drainage tract and associated site improvements. The site is located at 34111 35`h Avenue SW. The City received your application on February 15, 2008, and deemed the application complete on March 11, 2008. During the course of review, the City sent request -for -information letters, to which you responded with the latest resubmittals on January 28, 2009. The City of Federal Way hereby grants preliminary approval of the Olga Gil Short Plat, subject to the conditions noted below. This approval corresponds to the Short Plat Map, date -stamped as received January 28, 2009, as well as the Conceptual Drainage Plan, date -stamped as received January 28, 2009. You may now proceed with engineering design of improvements. This decision of the director is based on the enclosed Statement of Facts and Conclusions and in accordance with decision criteria listed in Federal Way City Code (FWCC) Section 20-93. Conditions of Approval As required by the Public Works Director & Director of Community Development, prior to recording the short plat, all of the following conditions shall be completed, inspected, and approved by the City: 1. Prior to recording, per FWCC Section 20-156, an assessor's or an MAI certified appraiser's assessment of the property must be submitted to the city and 15% of the assessed/appraised value of the property paid to the city in order to satisfy the city's fee -in -lieu option for open space requirements. 2. Prior to recording, a final draft of the homeowners' association regulations must be submitted to the city for review and recording. The text within the homeowners' association regulations must specifically state the terms of the maintenance of both the storinwater drainage tract and both landscaping tracts. 3. Lots 2, 3, 4, & 5 will require automatic fire suppression systems and must be noted as such on the face of the short plat before recording. 4. Prior to recording, the pro-rata share mitigation towards the City's TIP project impacts in the amount of $17,569.00 shall be paid in full to the City of Federal Way. Ms. Nelson APH t1t, 2609 Page 2 The face of the plat shall contain language precluding the future development of the stormwater detention tract and the homeowners' association shall have ownership of the stormwater detention tract in perpetuity. This 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 apply for engineering approval for all road improvements, storm drainage facilities, and appurtenances. The engineering plans will be reviewed by the Public Works Department and Lakehaven Utility District. No permits or authorization to begin construction or site work will be granted until the final approval of all engineering plans, the payment of all fees, and the submittal of performance securities, as may be required. Once all of the required frontage improvements and stormwater facilities have been constructed, inspected, and approved by the Public Works Department, then, and only then, will the short plat be recorded with King County. Appeal Process Pursuant to FWCC Section 20-94, any person who receives a copy of this decision may appeal the decision within 14 days of the date of issuance (April 17, 2009). The decision may be appealed in the form of a letter delivered to the Department of Community Development Services by 5:00 p.m., May 1, 2009 (33325 8th Avenue South, PO Box 9718, Federal Way, WA 98063). An appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services disputed by the person filing the appeal, and must include the appropriate appeal fee. Any additional requirements of FWCC Section 20-94 must be followed. SEPA Threshold Determination Pursuant to the State Environmental Policy Act (RCW Chapter 43.21 C), the proposal is exempt from SEPA review. Requests for Change of Valuation Any affected property owners may request a change in valuation for property tax purposes, notwithstanding any program of revaluation. Duration of Approval Short plat approval shall expire one year from the date of issuance of this decision, or April 17, 2010. However, the applicant may submit a written request in the form of a letter with supporting documentation to the Department of Community Development Services (address above) requesting a one- time extension of this limit of up to one year, pursuant to FWCC Section 20-107. Other Agency Permits The applicant is responsible for identifying and obtaining all required state, federal, or other agency permits, as may be required. 08-100737 Doc 1 D 49561 Ms. Nelson April 14, 2009 Page 3 Closing If you have any questions regarding this decision, please contact Associate Planner David Lee at 253-835- 2622, or david.lee@cityoffederalway.com. Sincerely, Greg Fewins, Director Community Development Services David Lee, Associate Planner Kevin Peterson, Development Services Soma Chattopadhyay, Public Works Traffic Scott Sproul, Assistant Building Official 08-100737 Doc I D 49561 �A_ CITY OF Federal Way STATEMENT OF FACTS AND CONCLUSIONS OLGA GIL SHORT PLAT File No. 08-100737-00-SU FILE The following are findings for recommending approval of a short plat application for a parcel of land located at 34111 35 h Avenue SW in Federal Way. Statement of Proposal — Proposal is to subdivide one 54,014 square -foot lot into five lots. Lot sizes are as follows: • Lot 1: 7,203 Square Feet ■ Lot 2: 7,230 Square Feet • Lot 3: 7,260 Square Feet ■ Lot 4: 8,213 Square Feet • Lot 5: 7,932 Square Feet 2. Review Process — Pursuant to Federal Way City Code (FWCC), the proposed short plat is permitted, subject to administrative review and a Decision of the Director of Community. Development Services, as described in FWCC Chapter 20. The proposal has been reviewed by staff from the City's Planning Division, Building Division, and Public Works Department, as well as the Lakehaven Utility District and South King Fire and Rescue. 3. Zoning — The site is located in a Single -Family Residential (RS) 7.2 zone (a zone with a minimum lot size requirement of 7,200 square feet). The zoning chart for this zone (FWCC Section 22-631) lists setback and lot coverage requirements. Future building permit applications will be reviewed for compliance with this zoning chart. As conditioned, the proposed lots meet the minimum requirements of the zone. 4. Comprehensive Plan — The site is designated as Single -Family — High -Density in the Federal Way Comprehensive Plan (FWCP). The proposal is in compliance with the FWCP and related criteria listed in FWCC Section 20-2. SEPA — Consistent with Section 20-87 of the FWCC, the project is categorically exempt from the State Environmental Policy Act (SEPA) process (WAC 197-11-900). 6. Subdivision Design (FWCC Section 20-151) — This part of the code pertains to streets and traffic. Per FWCC Section 22-1474, the applicant/owner would be expected to construct half -street improvements consistent with the planned roadway cross -sections as shown in Map III-7 of the FWCP and Capital Improvement Program (CIP) shown as Table III-19. Based on the materials submitted, staff conducted a limited analysis to determine the required frontage improvements in meeting FWCC. Based on the analysis and FWCC, the applicant would be expected to construct half -street improvements on the following streets: * 35a' Avenue SW is planned as a Type O Street, consisting of 34 feet of pavement width with curb, gutter, and six-foot planter strip with trees, eight -foot sidewalk, street light, and three-foot utility strip in a 68-foot right-of-way. The improvements shall be from street centerline. To accommodate the improvement, an additional four feet of right-of-way (ROW) is required for half -street improvement. • Per drawing 3-2Y in the Public Works Development Standards, internal streets shall be constructed as a Type "Y" street, consisting of 24 feet of pavement width with curb and gutter, a three-foot utility strip, five-foot sidewalks, and street lights. The right-of-way dedication will occur via StatutoryWarranty Deed (SWD), with recording of the SWD fees to be paid by the owner. Additionally, the storm drainage tract and landscape tracts shall be owned and maintained by the homeowners' association. 7. Lot Design (FWCC Section 20-152) — All lots of the proposal abut a private street right -of --way. All lots have direct access to the aforementioned pr'vate street that connects to 350' Avenue SW. The stormwater detention tract was designed for the express purposes of stormwater management of the short plat only. Any future development of the stormwater detention tract shall be for stormwater management only. 8. Density — Pursuant to FWCC Section 20-153, "All lots in conventional subdivisions shall meet the density and minimum lot size requirements of Chapter 22 FWCC." Calculation of density in subdivisions shall not include streets or vehicle access easements. The existing lot is 54,014 square feet. Factoring out the right-of-way dedication, the proposal still meets the minimum density requirement. 9. Open Space and Recreation (FWCC Section 20-1 S5) —The applicant has elected to utilize a fee -in - lieu of open space option to satisfy the requirements of FWCC Section 20-155. Before the recording of the plat, the applicant must submit an assessor's or an MAI certified appraiser's assessment of the property and 15 % of the assessed/appraised value of the property must be paid to the city. 10. Pedestrian and Bicycle Access —Pursuant to FWCC Section 20-156, the proposal meets the applicable criteria. 11. View Considerations (FWCC Section 20-157) —No adverse view impacts are anticipated. 12. Concurrency — The applicant submitted a Concurrency application which has been reviewed by Public Works Traffic staff. The staff report of the Concurrency analysis identifies required mitigation measures for Short Plat Approval, addresses any failures of the City's Level of Service (LOS) standard, and provides for the collection of pro-rata share mitigation towards the City's Transportation Improvement Plan (TIP) projects impacted by the proposed development. Based on the 5 single families, staff determined project prorated share of $1.7,569.00 for 6 trips. Prior to issuance of any final plat for the proposed development, the applicant shall pay the project pro-rata share contribution in the amount of $17,569.00 to the City in order to mitigate the impacts of the 6 new trips generated by the project and meeting the LOS standards. Concurrency Analysis. Impacted Transportation Improvement Plan projects from the 2008 Concurrency Analysis are listed below: Statement of Facts and Conclusions Page 2 Olga Gil Short Plat File No. 08-100737-00-SU/oa LD.. 49579 TIP Projects from Concurrency Analysis Total Location Description Pro- lta to Add WB, SB right -turn lanes, 2nd 135 7 S 348th St @ 1st Ave S EB, WB left -turn lanes $1,232 loth Ave SW / SW 344th St: SW Extend 3-lane collectors, sidewalks, 146 1 8 Campus Dr - 21st Ave SW street lights $1,152 Add 2nd left -turn lanes all 170 11 21st Ave SW @ SW 336th St approaches, WB right -turn lane $2,525 SW 336th Wy / SW 340th St: 26th 168 23 PI SW - Hoyt Rd Widen to 5 lanes $12,660 Total $17,569 NOTE: The pro-rata share contribution for each project is calculated based on the following formula: Fair share contribution = Project generated PM peak trips Projected Total PM peak traffic X (TIP project cost — value of right-of-way and frontage improv.) 13. The proposal, as conditioned, will be consistent with the FWCP, all applicable provisions of the FWCC, and will not adversely impact public health, safety, and welfare. Thus, the project meets all decisional criteria for short plats as found in FWCC Chapter 20. Prepared By: David Lee, Associate Planner Statement of Facts and Conclusions Olga Gil Short Plat Date: April 1, 2009 Page 3 File No. 08-100737-00-SU/oo�. t-n 49579 CkoY'tFl.QY'n aci f 1c Consuffing (Engineers CIVIL • SURVEY • LAND PLANNING January 27, 2009 Mr. David Lee Associate Planner City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Way, WA 98063-9718 RE: Gil Short Plat; Response to September 12, 2008 Review; City of Federal Way File # 08- 100737-00SU; NPC Project Number. 06123 Dear Mr. Lee, On September 17, 2008, NPC Engineers received the City of Federal Way's Department of Community Development Services review comments regarding the Gil Short Plat located at 34111 3e Avenue SW and we offer the following responses: The building setback lines on Lots 2-5 must be drawn from the easement per FWCC Section 22-1 "Property Line" Please see the enclosed redlined plans to see how the building setback line should be drawn. Building setback lines have been modified per FWCC Section 22-1. 2. The proposed significant tree' to be removed along the western property line does not appear to be located within any area of infrastructure improvement or within buildable areas. Please explain why the significant tree must be removed If it is determined that the proposed removal of the significant tree for infrastructure development is unwarranted, then the tree must remain. However, during the building permit phase, the tree may be considered for removal pursuant to the tree retention requirements of FWCC Section 22-1568(c)(1). Being that this is the sole significant tree on the proposed development if it is determined that the tree must be removed for infrastructure improvements, significant trees shall be replaced in amount equal to 25% of the significant trees that existed on the subject property prior to commencing any development activity. If the tree cannot be retained on the subject property, the significant tree that is to be removed shall be replaced with: • A transplanted or retained on -site tree four -inch in caliper or larger, which meets the definition of significant tree in all manner except size, and approved by the community development director. • New evergreen trees that are a minimum 10 feet in height, or deciduous trees that are a minimum three-inch caliper. The significant tree along the western property line will be preserved. 413 291" Street Northeast, Suite C, Puyallup, WA 98372 p. 253.770.3222 • f. 253.770.0522 www.npcengineers.com JAN 2 8 2009 CITY OF FEDERAL WAY BUILDING DEPT. Mr. David Lee (City of Federal Way) January 27, 2009 Page 2 3. It appears from the landscaping and preliminary engineering plan that the stormwater detention pond is not utilizing any form of landscaping. Please incorporate landscaping along the tract's perimeter lot lines to lessen the visual impact of the stormwater detention pond. In addition to the 10 foot landscaping buffer, there will be additional landscaping around the pond perimeter to the greatest extent feasible (see landscape plan). Preliminary Short Plat Drawing: It appears the Building Setback Lines (BSBL's) for Lots 2 through 5 need to be adjusted to reflect the minimum required setback from the access tract Building setback lines have been modified per FWCC Section 22-1. Preliminary Engineering Plans: The water quality treatment facility does not meet the Resource Stream Protection Menu requirements, as identified in the 1998 King County Surface Water Design Manual. The applicant shall identify how they propose to meet the required level of water quality treatment. The importance of this issue at this preliminary stage is to determine if additional tract area is necessary in order to provide the required elements for water quality treatment, and therefore, determine if lot areas are affected and can maintain the minimum lot size. The water quality system has been revised to meet the minimum requirements for resource stream protection as identified in the 1998 KCSWDM and Blanket Adjustment # 4. A stormfilter vault will be constructed post detention to treat the stormwater prior to its release into the downstream corridor. Please submit the illumination plan and photometric for the street light both for public street (3e Avenue SK9 and private street. Please verify if you require streetlight inside private street to maintain city standard. See Traffic Engineers Illumination Plan. Should you have any questions, feel free to contact me via email tsatterthwaite n cen ineers.com) or at 253.770.3222. Sincerely, Tom Satterthwaite, PE Project Engineer BLM:mev CC: Olga Gil (w/o enclosures) Enclosure(s): Green Resubmittal Form Original Redline (11A7) Illumination Plan Set dated 01/26/09 (6 Copies) Landscape Plan Set dated 10/09/08 (6 Copies) Civil Drawing Set dated 10-OSM (6 Copies) Survey Short Plat Drawings dated 09-24-M (6 Copies) Revised TIR dated 10-14-08 (2 Copies) _ X:1Job Files120061EHG1061231CorrespondencelLetterslOutgoing101-27-09 Response Ltr to 09-12-08 COFW Review Ur-fto ESU BME� JAN 2 8 2009 CITY OF FEDERAL WAY BUILDING DEPT. %orthern Tacific consufting(Engineers CIVIL • SURVEY • LAND PLANNING August 19, 2008 Betty Sanders Park Planning & Development Manager City of Federal Way 33325 a Avenue South P.O. Box 9718 Federal Way, WA 98063-9718 RE: Gil Short Plat, # 08-100737-00-SU, Fee -in -lieu of Open Space; NPC Project Number: 06123 Dear Betty, Olga Gil, along with her representatives Northern Pacific Consulting Engineers (NPC), would like you to please consider a Fee in Lieu of Open Space Option for the Gil Short Plat, Federal Way File # 08-100737-00-SU as set forth as an option in Federal Way Code 1946 Item C. (c) The developer or applicant may choose to pay a fee in lieu of reservation of all or portions of open space areas required. If the applicant offers to pay money in lieu of open space and if the city accepts the offer, the amount shall be determined based upon the square footage of open space which otherwise Would have been required to be provided times the then current market value per square foot of similarly situated property. (Ord. No. 90-39, § 1(22.60.10 — 22.60.30), 2-27-90) The project proposes a 5 lot division of parcel # �06900-0005. 1 have attached a reduction of the site plan for your use. The zoning is RS 7.2 and the proposed lot areas are between 7,203 square feet and 8,213 square feet. A storm drainage tract is required and proposed as is a roadway with hammerhead. The project does not have the available area to fill the Open Space Requirements. Please review and accept this request for Fee in Lieu of Open Space. Should you have any questions, feel free to direct any questions, comments and instruction directly to Marion Nielson at NPC Engineers via email (mnielson n en ineers.com) or at 253.770.3222. Sincerely, Olga Gil Owner &M 10-11 Pv Marion Nielson Assistant Planner (NPC) MN:mev X:\Job FIes\20081ENG\06123�Correspondenc6U-etters\Oulgoin6l08-19-68 Ltrto coFW RE Fee4n--Iieu of Open Space.doc 413 29t` Street Northeast, Suite C, Puyallup, WA 98372 P. 253.770.3222 • f. 253.770A522 RECEIVED www . n pceng i neer�s.com AUG 2 5 2008 CITY OF FEDERAL WAY CDS 0300o2000M I I I I I BS6'0►4VE r 1 I 1 BUILDING, 1 4 0.213 SF II 1 I1 1 ' I E� r-------------- I I 3M GIL SHOO T PLA T SE 114 OF THE NE 114 OFSECTION 231 TOWNSHIP 21 Ny RANGE 3 E. 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DEALS 1 1 A=20'S712', R-40' BURDI�I EEIBACK-- ASPHALT TAPER ,r} I PROPOSED CURB 1 POSED L1dIT l i ; eASIS or= BEATINGS I I R-27'4057' L-43.58' } I BLTY/ED4 FS1UNp YOIAIREIR+ALONUr CE1flEitllN£ OF SN 342H0 ,R AS SR10VM ON nrr K ssn[Ttu w Y 110tYmANr l� I _Wi40•E —_ _mv------- I i LAND -Z E TRACT d-2B•41'35' A-2da1"�' -- R�W. — _ `� PROPOSED ROADWAY - — - L-25.0W _ �� 17525' L-12.66• R0,1 DEi>�A,1GK—;4'-----� HORIIONTOL DATiINI ASSWED PER CT7Y OF FEDERAL WAY YVJ ff// BOUNDAM lME ADJUSTMENT NO. 1 _ 02-102015-00-SU. VERTICAL_ DATUM 1 1 I NGW 29 >3S@ ON = OF FEDERAL WAY BENpDyRK NO. 2200-07. EUM- W524. +I L� AND N0. 2200-04 ElEV. 3f12.70 MUM. LL-15 a: 1 C4j '�.•., tr.I OUA1]1e3T)B.C% Y 1 PROPOSED a w ;. ' �•- 7.22IL 9F 7.203 5F STORM DRAINAGE < ` TRACT N w 5.950 SF 19 o eamm000k0 i e 00 ocoo 0m II s30ag000036 l I NOTES` RAdNJ `RADM1FS 1. APPROVED FIRE APPARATUS ACCESS TRHA UNDS LI RE 5,0E ACCESS DESIGN MAY RE WONT OR LEFT. 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ALTERNATIVE FM APPARATUS ACCESS TURNAROUH7S NOT TO SCALE LAM- ns' T 0' a0• s 20' 25' I mu IRm11M SE c Aw CIATS B ar CSTC A& C1,C INFILL CUL—DE—SAC IRON Y N0ff5 M e1NII 61g1 lla Y .Ar a a rven lOaAeN ef® Hal I®IIpL ��r M e m la lm pw"sM to wra .nl WL s M w�a mKr•eF �..� rr•- �,.r� Via• �M a T..Par a.m .a M1Nom .r.a FPacll+a".la .1M l.la 1a .lo cc�."c al l� MOrA""a� o Q Il'ua) A M .I�s 101f T "V lal 1R 1a1a3 arl"IL HINTS OC OIPr LID 11vW r ne seas a a+ A werr w+rxr a .+we .Rr-, r. w..1.o ru....a,.e •-L x r.a,a� PROPOSED ROAD NOT TOy�JN HOT TO SCALE 1 o i 5 I ROW DEDICATION 1 fE J?-W } i :r A' T • IV 8' 8 IV fYrr b TTT� wr 34' roe• MINIMUM SECTION PRINCIPAL MINOR COLLECTOR .30' CLASS A .67' CLASS A 50' CLASS A .85' CLASS E 50' CSTC 50' CSTC .50' CSTC OR OR .30' CLASS A .30' CLASS A .85' ATH .70' ATB 2 LANES + BIKE SECTION 0 35TH AVENUE SW 1MA7 P0R11LW� AS THE SANE ARE LaGTEn N LEA R,ONB swE ACRES, INSECDGM 23, Tt1WUL'SUp 21 HHOR11q FUME 3 EASE. wx. N toNc ccluMlY, rMs4eHGraM, AOOORDBlO m THe T'IAT nEAEOF RESOR4i0 N 11RUI$ 16 OF Pars, PACE T0. w tmlc EaIWRIY VASRTAiGTO1L D4�SfitlBED N13 iDlAnws: coumo4cm AT THE NORiFZw CgMR OF LOr 1 AS LOCOOD IN 9Aw NAHNOWS HALF A� THENIM mDRTN 6Sai•59' WEST 3=11S FEET TO THE NGRMEILST LO,aER Or sw LOT T. 1HEIKE som 2.1787' ,LEST 240.2'-1 F!Z'T m iNC ?IORirNi+T COPHI R OF SAD LOY s AND 7KE TRUE F01Nr Gr BEGIFQMI2 THENCE SDLn B:4 01'4e FAST IBM" FEET: THENCE SOUTH Z17Z1• WEST 120.12 FEET; TIR14C£ SDURUF 6401'4G' F}5T 77 FTET TO THE 71[ P'•T MARFeN OF 35Dt AYE S-k. NEO 7NE NI1R'O¢AST C9mER OF SAD IIDR' r. TTUIrE sDl1n+ r,72s 71ESf ALanC sAo EwrGTH, 12a13 rE> r m M 501)OIFA.I'T OORN'R Of S/dO :Ar � TTB710E uDNTN 1�05.33' YIiSY s042B FEET m tl[ SOVTI{WLST C0107R of sAa WT 0. THLI4CE INV[M 777Z7' EA31 2,023 FET7 Tit ,NE TRDE PaDI7 IN• GEMMING. iArt)fT N0. 1A,-0D05 DARY LINZ PMTHECITY OF FEOERIL WAY RECORDED W1gFR REILIGRDM ND. B3S00B2wl). PROJECT SPECFIC INFORMATION PROPOSED LAND USE SINGLE FAMA.Y SITE ADDRESS: 34111 35TH AVENUE SW PARCEL NUMBER: 30BB000005 NUMBER OF DWELUNG UNITS: 5 ZONING: BS 72 OOMPRFNENmw PLAN DESIGNATIOLL SINGLE FAIMLY HIGH BUILDING SETBACKS: FRONT - 20• FRONT COR/E.R- 14r NEAR - w SIDES - 5 MN. LOT AREA - 7.Y03 SF MAX LOT COVERAGE - BOX MAX BIALD04G HEIGHT 3w PARKING SPACES PER LOT 1.24 2 GROSS ACREAGE APPROMMATE AREA OF SMALLEST LOT-. 7.200 SF PROPS SOURCESOURCE OF DOMESTIC WATER TACOMA PUBLIC UTBIIlS VROPORDPROPOSED SORM ODRAINMF SYSTEM: cay OF FEDERAL WAY Legend twnw.�w�..+rrn1! Proposed Sanitary Serer ManM1ole E.ietil S .Rory Serer Manhole Prapoaed Storm Drain Manhole 6 E.I.ti�y Slarm Groin Manhole Proposed geonoul 6 Ein4rp Cleanout Prapaead Water Meier ■ EakArq water Meier w P.opoved Water Valve E.teling Water Valve Proposed Fire Hydmn[ Y Cdslry f xp.snl A.d rpl- awn (bps D 4ppse 1r [] EO" Cedc7. Bern Proposed Yam Dmin E.rsc, Ywd Pa:n PrecN CkW BWn IQ e; Ca;G.p Ce,eh >Ap.:l (typwee 11) ;4 Parer Pab Power Pok r/9uy � light Pok 9�E Propoeaa Boundary une E.MN Properly Une - -- P.pposed Sanibry Serer Urn FabRn9 Sanhary Serer line •-i--• Pmpoud Storm Dram n. E.ivliry Storm Drain U'ne --AF•- Propoeee Wa ^�W— E.:e Watedi- rline Propa.ea em une —� E.ish'rg Dos L'ne Pngosra P—r Une --�-• Foisting Power line Proposed Te.,horw Une —T— E.bUN Tekpha- L-__- Graving Ridge un. Flnkh Contour �� SV Camoar 5✓eam ar Ditch Flo.firie -9D- - Fenee FiA.r Fabric F— (Set Fence) -TM� Cksring umik Monument -' A V R d: Lap xakn comx Di.6% A PI,dl Prapoaed Asphalt Conc�ek Building a SWnure G.wel CONSIXTANTS OLGA GIL 29543 48TH AVENUE SOUTH AUBURN. WASHINGTON 96001 (253) 941-5995 wm PAOFP, TIHG PIGNEERS 411 29TH 5"W MC. SWTE C PLRAIIUP. Wy 91u72 OFFICE [253) 77O-37T2 CONTACT: BRAN UODOW[tt NORTHERN PAQFG Wr 413 291H STREET PLINALLUP, WA PERMIT NO. XX— 4 H O Om 0 O OI WZO, z F Ln La zo Q Q2� /11 _ VI C1 V Q^ a3M N Z N K)Lr N Q F t �ortkern aci fic Consuffing Tvnqineers CIVIL • SURVEY • LAND PLANNING August 1, 2008 City of Federal Way Attn: David Lee P.O. Box 9718 Federal Way, WA 98063-9718 RE: File #08-100737-00-SU; Gil Short Plat 34111 35`h Avenue SW, Federal Way Dear Mr. Lee: NPC Engineers is in receipt of your comment letter dated June 12, 2008, and would like to offer the following responses: 1) A 10-foot-wide Type /I/ landscape strip along 3e Avenue SW must be implemented per FWCC Section 20-178, and must be provided in a separate tract to be owned and maintained by the lot owners. Although the landscape tract is shown along 35th Avenue SW, a planting schedule and plan has not been submitted. Additionally, a 5' landscape tract is shown directly north of the proposed roadway. Please clarify the reason for this landscape tract and if it is intended to be owned and maintained by the homeowners' association. Additionally, please add the planting schedule and plan of the additional landscape tract to the same plans and the landscape tract along 3e Avenue SW. The 10-foot wide landscape strip has been revised accordingly and will be in a separate tract to be owned and maintained by the lot owners or Home Owners Association (HOA). The additional 5-foot landscape tract located directly north of the proposed roadway will also be owned and maintained by the HOA. It is required for the alignment of the roadway to allow the curb return radii be constructed and impede the adjacent homeowners" property. A separate landscape plan will be provided for both these landscape tracts. 2) It appears from the lot closure calculations and the submitted drawings of the lot, the tum-around easement areas were included in the total lot area. Per FWCC Section 22-1 "Lot Area'; the area of vehicular access easement, private tract, flag pole, or access panhandle shall not be credited in calculation of minimum lot area. Please subtract the area of the easement from the lot size. This may require the applicant to reconfigure the lots to meet the minimum lot size of 7,200 square feet in this lot (Lot 2 in particular). The lots have been adjusted accordingly. The lot areas do not include any roadway areas. 3) The building setback lines of Lots 2-5 must be drawn from the easement per FWCC Section 22-1 "Property Line" Building setback lines have been adjusted accordingly. RESUBMITTED 413 29th Street Northeast, Suite C, Puyallup, WA 98372 AUG Q ] 2008 p. 253.770.3222 • f. 253.770.0522 www.npcengineers.com CITY OF FEDERAL WAY BUILDING DEPT. -11 David Lee August 1, 2008 Page 2 4) Per FWCC Section 22-1568 (c)(1)(a), if the development on the subject property will require the removal of more than 75% of the significant trees on the subject property, significant trees shall be replaced in amount equal to 25% of the significant trees that existed on the subject property prior to commencing any developed activity. Significant trees are defined as any tree that is: 1) Twelve inches in diameter or 37 inches in circumference measured four and one-half feet above ground and,-2) In good health; and3)Not detrimental to the community (not diseased or dying) or obscuring safe sight distance requirements. Significant trees should not include alder, cottonwood, poplar, or big leaf maple. Please submit a tree survey and retention plan (if needed) with the shoe` plat application. Additionally, please submit a separate site clearing/grading limits plan and tree protection plan. The City of Federal Way requires measures under FWCC Section 22-1568, to protect retained trees on the lot during the construction and site infrastructure development stage. Please see the enclosed landscaping chapter for tree retention and protection. There is only one significant tree onsite, which is located towards the existing roadway and is shown to be removed. 5) During the preapplication conference for this project, an existing building was shown on the site plan. Please show any existing structures on the site plan. There is only one existing structure located on the site, which is vacant and uninhabitable. It is shown on the Demolition/Temporary Erosion Control Plan and is indicated to be removed under a separate permit. 6) Per FWCC Section 20-156(b), all residential subdivisions shall be required to provide open space in the amount of 15% of the gross land area of the subdivision site. A fee in lieu payment may be made to satisfy open space requirements at the discretion of the parks director after consideration of the city's overall park plan, quality, location, and service area of the open space. The fee in lieu of open space shall be calculated on 15% of the most recent assessed value of the property. In the absence of an assessment, the market value shall be based on an appraisal conducted by an MAI certified appraiser or another professional appraiser approved by the parks director. Please redesign the short plat to include open space as specified in FWCC Section 20-156 or submit a written request to Betty Sanders (Park Planning & Development Manager) for the fee in lieu option. Upon approval, and before the recording of the plat, an assessor's or an MAI certified appraisers assessment of the property must be submitted to the city and 15% of the assessed/appraised value of the property paid to the city per the fee in lieu agreement. The applicant is intending on paying a fee -in -lieu of for all park and open space requirements. Short Plat Submittal: 1) Since no revised short plat drawings were submitted, previously provided Public Works technical comments cannot be verified to have been addressed. Please submit the required number of short plat drawings for further review. The revised short plat has been attached to this resubmittal. 2) Based on the dimensions and areas provided on the engineering plans, it appears that the access easement area was included in the overall areas for Lots 2 through 5. Per City Code, access easement areas cannot be included as pan` of the lot areas in order to meet the minimum lot size. Based on this requirement, it appears Lot 2 will not meet the minimum lot size. David Lee August 1, 2008 Page 3 The lot areas have been addressed accordingly. Preliminary Engineering Drawings and Technical Information Report(TIR) 1) As noted in the April 11, 2007, preapplication summary letter, the site is subject to the Resource Stream Water Quality protection requirements, as defined in the 1998 King County Surface Water Design Manual and Federal Way Addendum (KCSWDM). The engineer will have to design the water quality treatment facility to meet this requirement. Acknowledged. 2) The plans currently show a potential for at least 3 open -cuts of 35th Avenue SW for utility crossings and/or extensions. Per City Development Standards, the applicant should be made aware that the City will require, at a minimum, a half street asphalt overlay OR an overlay mitigation fee to be paid, as part of the frontage improvements/utility extensions. Acknowledged. Traffic Streetlight is required at the junction of public street 3e Avenue SW and the private street. Please show the location of the streetlight in plan. Please follow City streetlight standard. The street light has been shown at the entrance of the new proposed road for the subdivision. Should you have any questions, feel free to contact me via email bmcdowell nc en ineers.com) or at 253.770.3222. Sincerely, IN C randon L. M Dowe President/CEO BLM:jdc:mev Enclosure(s): City of Federal Way Resubmittal Form Revised Plan Set (6 Copies) Revised Short Plat (6 Copies) Lot Closures (2 Copies) Landscape Plans (6 Copies) =ob Files\2006\ENG\06123\Correspondence\Letters\Outgoing\08-01-08 Response Ltr to City of Federal Way RE 06-12-08 Review.doc (NY 41k CIT '1� Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cifyoffedQrolway.com DECLARATION OF DISTRIBUTION I E)Avid Lee hereby declare, under penalty of perjury of the laws of the State of Washington, that a:c 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 ❑ FWCC 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 ke-mailed and/or Aposted to or at each of the attached addresses on f . 2008. F47 3.�0 �►r'o-✓y� /E'C Rcat l L;6,,p y, ;YJtt 357& /Ivc SG� Project Name 6at- -. File Number(s) N—JOcn?� 77-Do - Signature r� Date. K:\CD Administration Files\Declaration of Distribution.doc/Last printed 2/14/2008 503:00 PM FEDERAL WAY - 0- �q _.. R roi--s IRR A SOUND PUBLMING NEWSPAPER Affidavit of Publication Audi Alcott, being first duly sworn on oath, deposes and says that he is the Publisher of The Federal Way Mirror, a semi -weekly newspaper. That said newspaper is published in the English language continually as a semi -weekly newspaper in Federal Way, King County, Washington, and is now and during all of said time has been printed in an office maintained at 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 L-1406 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 1lth day of June, 2008 , and ending on the 11th day of June, 2008, 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 $85.08 which amount has been paid in full, or billed at the legal rate according to RCW 65 ,16.090 Subscribed to and sworn before me this 13th day of June, 2008. Notary Public in and for the State of Washington, Residing at Federal Way •,��,tVA. H� og �■��f ::FIBER. ►•' A, 1414 S. 324th STREET, SUITE B210, FEDERAL WAY, WA 98003 ■ 253-925-5565 w FAX: 253-925-5750 CITY OF FEDERAL WAY NOTICE OF LAND USE APPLICATION Name: Gil Short Plat Prr'jeCl: Prapr,Sa1 to subdivide all existing lot Into five lots. Owner: Olga Gil, 29843 48ih Avenue Soutll, Auburn, WA 98401 Agent: NPC Consulting Engineers, 413 29th Street NE, Suite C, Puyallup, WA 98372 Location: 29812 1st Avenue South, Federal Way, WA 980i73 Date Application Received: February 15. 20M Date Determined Complete: June 11, 2pp8 Permits Required by this Application: Short Plat {File 448-100737-00-SUi Related Permits: None Relevant Environmental Documents are Avail- able at the Address Below: X YES NO Development Regulations to be Used for Proj- ect Mitigation, Known at This Time: Federal Way City Code {FWCCj Chapter 19, "Planning and Development"; Chapter20, "Sub_ division"; and Chapter 22 'Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community Devel- opment Services (address below)- Any person may submit written comments on the land use applicatlon to the Director of Community De. velopment Services by June 25, 2008, Only persons who submit written documents to the Director, or specifically request a copy of the Original decision, may appeal the Directors de- cision. Contacl: •David L-e. AsS0( i3f0 Planner. 253- 835-2622 City of Federal Way 33325 8th Avenue South PO Box 9718 Federal Wcy, WA 98)83 FWM 14% DatC' of PuhlioatfOn: 11un9 11, 24D08 -:7 CITY OF Federal Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO Box 9718 Federal Way WA 98063-9718 253-835-7000; Fax 253-835-2609 www.cit offederalwa .corn DECLARATION OF DISTRIBUTION hereby declare, under penalty of perjury of the laws of the State of Washington, that 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 ❑ FWCC 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 Ae-mailed and/or ❑ posted to or at each of the attached addresses on 2008. Project Name File Number(s) Q - GG7 7 - `s u Signature Date 6 c G K:\CD Administration Files\Declaration of Distribution.doc/Last printed 2/14/2008 5:03:00 PM CITY OF <_l Federal Way NOTICE OF LAND USE APPLICATION Name: Gil Short Plat Project: Proposal to subdivide an existing lot into five lots. Owner: Olga Gil, 29843 481h Avenue South, Auburn, WA 98001 Agent: NPC Consulting Engineers, 413 29'h Street NE, Suite C, Puyallup, WA 98372 Location: 29812 1"Avenue South, Federal Way, WA 98003 Date Application Received: February 15, 2008 Permits Required by this Application: 1. Short Plat (File #08-100737-00-SU) Related Permits: None Date Determined Complete: June 11, 2008 Relevant Environmental Documents are Available at the Address Below: X YES —NO Development Regulations to be Used for Project Mitigation, Known at This Time: Federal Way City Code (FWCC) Chapter 19, "Planning and Development"; Chapter 20, "Subdivision"; and Chapter 22 "Zoning" Consistency with Applicable City Plans and Regulations: The project will be reviewed for consistency with all applicable codes and regulations including the FWCC, King County Surface Water Design Manual and City Amendments, and the City Road Standards. The official project file is available for public review at the Department of Community Development Services (address below). Any person may submit written comments on the land use application to the Director of Community Development Services by June 25, 2008.Only persons who submit written documents to the Director, or specifically request a copy of the original decision, may appeal the Director's decision. Contact: David Lee, Associate Planner, 253-835-2622 City of Federal Way 33325 8`h AVCllile South PO Box 9718 Federal Way, WA 98063 Published in the Federal Way Mirror on June 11, 2008. Doc. I.D. 45773 File #09-100737-00-SU Page 1 of 1 Tina Piety - Legal Notices From: Tina Piety To: admin@fedwaymirror.com; dgrigg@soundpublishing -corn Date: 6/9/2008 11:17 AM Subject: Legal Notices Attachments: Redka Deck NOA.DOC; Gil Short Plat NOA.DOC Hello Again, Please publish the two attached legal notices (Gil Short Plat NOA, 08-100737-00-SU, & Redka Deck NOA, 08- 101898-00-SE) in Wednesday's (6/11/08) issue. Please furnish an affidavit of publication. Thank you, Tina file://CADocuments and Settings\default\Local Settings\Temp\XPgrpwise\484D1131CHPO... 6/9/2008 (61912008) Tina Piety - Re. Legal Notices J^ Pa e 1 From: Teryl Heller <theller@fedwaymirror.com> To: "Tina Piety" <Tina.Piety@cityoffederalway.com> Date: 6/9/2008 11:48 AM Subject: Re: Legal Notices Attachments: Gil Short Plat NOA.DOC; ,Redka Deck NOA.DOC Thanks, Tina for these last two. Teryl Heller Federal Way Mirror 1414 South 324th Street, Suite B210 Federal Way, WA 98003 (phone) 253-925-5565 (fax) 253-925-5750 On Jun 9, 2008, at 11:17 AM, Tina Piety wrote: 511 ,-) FILE CITY OF � Federal September 12, 2008 Brandon McDowell NPC Consulting Engineers 413 291h Street NE, Suite C Puyallup, WA 98372 CITY HALL 33325 8th Avenue South Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 ww w. ci tyo ffed eral wa y. co m RE: File #08-100737-00-SU; GIL SHORT PLAT 34111 35th Avenue SW, Federal Way Dear Mr. McDowell: On February 15, 2008, the City of Federal Way's Department of Community Development Services received your short subdivision application to subdivide one parcel into five lots at 34111 35`h Avenue SW. Your application was determined complete on June 11, 2008, at which point a letter requesting more information was issued. A resubmittal was submitted to the city on August 1, 2008. REQUEST FOR INFORMATION Various staff have conducted a review of the resubmitted short plat and identified some issues that need to be addressed or clarified prior to the issuance of a preliminary short plat approval. You will need to provide further information, as described below. Please provide a written response letter with your resubmittal. Planning, David Lee (253-835-2622, david.lee@cityoffederalway.com) 1. The building setback lines on Lots 2-5 must be drawn from the easement per FWCC Section 22- 1 "Property Line". Please see the enclosed redlined plans to see how the building setback line should be drawn. 2. The proposed significant trees to be removed along the western property line does not appear to be located within any area of infrastructure improvement or within buildable areas_ Please explain why the significant tree must be removed. If it is determined that the proposed removal of the significant tree for infrastructure development is unwarranted, then the tree must remain. However, during the building permit phase, the tree may be considered for removal pursuant to the tree retention requirements of FWCC Section 22-1568(c)(1). Being that this is the sole significant tree on the proposed development, if it is determined that the tree must be removed for infrastructure improvements, significant trees shall be replaced in amount equal to 25% of 1 Significant trees are defined as any tree that is: 1) Twelve inches in diameter or 37 inches in circumference measured four and one-half feet above ground and; 2) In good health; and 3) Not detrimental to the community (Le. not diseased or dying) or obscuring safe sight distance requirements. Significant trees shall not include red alder, cottonwood, poplar, or big leaf maple. Mr. McDowell September 12, 2008 Page 2 the significant trees that existed on the subject property prior to commencing any development activity. If the tree cannot be retained on the subject property, the significant tree that is to be removed shall be replaced with: A transplanted or retained on -site tree four -inch in caliper or larger, which meets the definition of significant tree in all manner except size, and approved by the community development director. New evergreen trees that are a minimum 10 feet in height, or deciduous trees that are a minimum three-inch caliper. It appears from the landscaping and preliminary engineering plan that the stormwater detention pond is not utilizing any form of landscaping. Please incorporate landscaping along the tract's perimeter lot lines to lessen the visual impact of the stormwater detention pond. Development Services, Kevin Peterson (253-835-2734, kevin.peterson@cityoffederalway.com) Preliminary Short Plat Drawing: It appears the Building Setback Lines (BSBL's) for Lots 2 through 5 need to be adjusted to reflect the minimum required setback from the access tract. Preliminary Engineering Plans: The water quality treatment facility does not meet the Resource Stream Protection Menu requirements, as identified in the 1998 King County Surface Water Design Manual. The applicant shall identify how they propose to meet the required level of water quality treatment. The importance of this issue at this preliminary stage is to determine if additional tract area is necessary in order to provide the required elements for water quality treatment; and therefore, determine if lot areas are affected and can maintain the minimum lot size. PW Traffic, Soma Chattopadhyay (253-835-2745, soma.chattopadhyay@cityoffederalway.com) Please submit the illumination plan and photometric for the street light both for public street (351n Avenue SW) and private street. Please verify if you require streetlight inside private street to maintain city standard. CANCELLATION Pursuant to FWCC Section 22-34, 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. 08-100737 Doc. I D. 47001 Mr_ McDowell September 12, 2008 Page 3 CLOSING Please be advised that the City's review will be on hold until you provide your resubmittal. Please resubmit six full-size copies of the revised drawing/survey sets, and two copies of any documentation with the enclosed green Resubmittal Form. Please provide a written response letter with your resubmittal. All materials should be submitted at one time. If you have any questions regarding this letter, please do not hesitate to contact me (253-835-2622 or davidjee'ikit otfederal ,a .corn) or any of the other staff listed above. Sincerely, David ee Associate Planner enc_ Resubmittal Form Redlined Plan c: Kevin Peterson, PW Development Services Soma Chattopadhyay, PW Traffic 08-100737 Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District Doc. I D. 47001 A�kCITY OF Federal September 12, 2008 Brandon McDowell NPC Consulting Engineers 413 291h Street NE, Suite C Puyallup, WA 98372 CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www. ci tyo ffederal wa y. com RE: File #08-100737-00-SU; GIL SHORT PLAT 34111 35"' Avenue SW, Federal Way Dear Mr. McDowell: On February 15, 2008, the City of Federal Way's Department of Community Development Services received your short subdivision application to subdivide one parcel into five lots at 34111 35`h Avenue SW. Your application was determined complete on June 11, 2008, at which point a letter requesting more information was issued. A resubmittal was submitted to the city on August 1, 2008. REQUEST FOR INFORMATION Various staff have conducted a review of the resubmitted short plat and identified some issues that need to be addressed or clarified prior to the issuance of a preliminary short plat approval_ You will need to provide further information, as described below. Please provide a written response letter with your resubmittal_ Planning, David Lee (253-835-2622, david.lee@cityoffederalway.com) The building setback lines on Lots 2-5 must be drawn from the easement per FWCC Section 22- 1 "Property Line". Please see the enclosed redlined plans to see how the building setback line should be drawn. 2. The proposed significant trees to be removed along the western property line does not appear to be located within any area of infrastructure improvement or within buildable areas. Please explain why the significant tree must be removed. If it is determined that the proposed removal of the significant tree for infrastructure development is unwarranted, then the tree must remain. However, during the building permit phase, the tree may be considered for removal pursuant to the tree retention requirements of FWCC Section 22-1568(c)(1). Being that this is the sole significant tree on the proposed development, if it is determined.that the tree must be removed for infrastructure improvements, significant trees shall be replaced in amount equal to 25% of 1 Significant trees are defined as any tree that is: 1) Twelve inches in diameter or 37 inches in circumference measured four and one-half feet above ground and; 2) In good health; and 3) Not detrimental to the community (i.e. not diseased or dying) or obscuring safe sight distance requirements. Significant trees shall not include red alder, cottonwood, poplar, or big leaf maple. Mr. McDowell September 12, 2008 Page 2 the significant trees that existed on the subject property prior to commencing any development activity. If the tree cannot be retained on the subject property, the significant tree that is to be removed shall be replaced with: • A transplanted or retained on -site tree four -inch in caliper or larger, which meets the definition of significant tree in all manner except size, and approved by the community development director. • New evergreen trees that are a minimum 10 feet in height, or deciduous trees that are a minimum three-inch caliper. 3. It appears from the landscaping and preliminary engineering plan that the stormwater detention pond is not utilizing any form of landscaping. Please incorporate landscaping along the tract's perimeter lot lines to lessen the visual impact of the stormwater detention pond. Development Services, Kevin Peterson (253-835-2734, kevin.peterson@cityoffederalway.com) Preliminary Short Plat Drawing: It appears the Building Setback Lines (BSBL's) for Lots 2 through 5 need to be adjusted to reflect the minimum required setback from the access tract. Preliminary Engineering Plans: The water quality treatment facility does not meet the Resource Stream Protection Menu requirements, as identified in the 1998 King County Surface Water Design Manual. The applicant shall identify how they propose to meet the required level of water quality treatment. The importance of this issue at this preliminary stage is to determine if additional tract area is necessary in order to provide the required elements for water quality treatment; and therefore, determine if lot areas are affected and can maintain the minimum lot size. PW Traffic, Soma Chattopadhyay (253-835-2745, soma.chattopadhyay@cityoffederalway.com) Please submit the illumination plan and photometric for the street light both for public street (35tn Avenue SW) and private street. Please verify if you require streetlight inside private street to maintain city standard. CANCELLATION Pursuant to FWCC Section 22-34, 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. 08-100737 Doc. [.D. 47001 Mr. McDowell September 12, 2008 Page 3 CLOSING Please be advised that the City's review will be on hold until you provide your resubmittal. Please resubmit six full-size copies of the revised drawing/survey sets, and two copies of any documentation with the enclosed green Resubmittal Form. Please provide a written response letter with your resubmittal. All materials should be submitted at one time. If you have any questions regarding this letter, please do not hesitate to contact me (253-835-2622 or david.lee aicityoffederal� ay.corn) or any of the other staff listed above. Sincerely, David ee Associate Planner enc: Resubmittal Form Redlined Plan c: Kevin Peterson, PW Development Services Soma Chattopadhyay, PW Traffic 08-100737 Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District Doc, LD. 47001 a 07-01-08 lot closures.txt page 1 Gil short Plat Project: 06123 Tue July 01 13:34:52 2008 Parcel Map Check Parcel name: Boundary North: 5272.6739 Line Course: S 02-17-23 w North: 5152.6399 Line Course: N 85-01-33 W North: 5178.6761 Line Course: N 02-17-27 E North: 5418.7141 Line Course: S 85-01-46 E North: 5405.7080 Line course: S 02-17-23 w North: 5285.6839 Line Course: S 85-01-40 E North: 5272.6683 East : 4980.8788 Length: 120.13 East 4976.0793 Length: 300:28 East 4676.9301 Length: 240.23 East 4686.5326 Length: 150.11 East : 4836.0781 Length: 120.12 East : 4831.2790 Length: 150.17 East : 4980.8839 Perimeter: 1081.03 Area: 54,041 SQ. FT. 1.241 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0076 Course: S 42-04-48 E Error North:-0.00567 East : 0.00512 Precision 1: 142,242.11 Parcel name: LOT 1 North: 5248.9531 Line Course: N 85-01-40 w North: 5254.8122 Curve Lengyth: 12.89 Delta: 11-21-51 Chord: 12.87 Course In: N 04-58-20 E RP North: 5319.5676 End North: 5257.1918 Line course: s 04-58-20 W North: 5166.7734 Line Course: s 85-01-33 E North: 5159.8013 Line Course: N 04-58-20 E North: 5248.9545 East : 4901.6340 Length: 67.60 East : 4834.2884 Radius: 65.00 Tangent: 6.47 Course: N 79-20-44 w Course Out: S 16-20-11 W East 4839.9221 East 4821.6391 Length: 90.76 East 4813.7727 Length: 80.41 East 4893.8799 Length: 89.49 East 4901.6362 Perimeter: 341.16 Area: 7,201 SQ. FT. 0.165 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0027 Course: N 57-36-54 E Error North: 0.00143 East : 0.00226 Precision 1: 126,351.85 Page 1 07-01-08 lot closures.txt Parcel name: LOT 2 0 Gil short Plat Project: 06123 Parcel Map Check page 2 Tue July 01 13:34:52 2008 North: 5257.1920 East : 4821.6371 Curve Length: 19.66 Radius: 65.00 Delta: 17-19-44 Tangent: 9.91 Chord: 19.58 Course: N 64-59-57 w Course In: N 16-20-11 E Course out: S 33-39-55 W RP North: 5319.5678 East 4839.9201 End North: 5265.4689 East 4803.8880 Line Course: N 56-20-05 W Length: 6.71 North: 5269-.1885 East 4798.3033 Curve Length: 10.39 Radius: 35.00 Delta: 17-00-56 Tangent: 5.24 chord: 10.36 course: N 64-50-33 W Course In: S 33-39-55 w Course out: N 16-38-59 E RP North: 5240.0584 East : 4778.9014 End North: 5273.5910 East : 4788.9296 Curve Length: 45.44 Radius: 32.00 Delta: 81-21-35 Tangent: 27.50 Chord: 41.72 Course: S 45-39-15 W Course In: S 03-39-58 E Course out: N 85-01-33 W RP North: 5241.6565 East 4790.9757 End North: 5244.4311 East 4759.0963 Line Course: S O4-58-27 w Length: 7.64 North: 5236.8198 East 4758.4338 Line Course: N 85-01-33 w Length: 20.00 North: 5238.5540 East 4738.5091 Line Course: S O4-58-27 W Length: 64.99 North: 5173.8087 East 4732.8741 Line Course: S 85-01-33 E Length: 81.20 North: 5166.7682 East : 4813.7683 Line Course: N 04-58-20 E Length: 90.76 North: 5257.1866 East : 4821.6347 Perimeter: 346.80 Area: 7,230 SQ. FT. 0.166 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error closure: 0.0059 Course: S 24-11-59 w Error North:-0.00541 East :-0.00243 Precision 1: 58,777.97 Parcel name: LOT 3 North: 5296.3355 Line course: N 85-01-40 w North: 5301.7023 Line Course: S 02-17-27 W North: 5178.6807 Line Course: S 85-01-33 E North: 5173.8121 Line Course: N 04-58-27 E North: 5296.3389 East : 4743.5382 Length: 61.92 East 4681.8512 Length: 123.12 East 4676.9299 Length: 56.15 East 4732.8684 Length: 122.99 East 4743.5325 Perimeter: 364.18 Area: 7,261 SQ. FT. 0.167 AC. Page 2 07-01-08 lot closures.txt Mapcheck Closure - (uses listed courses, radii, and deltas) Error closure: 0.0067 course: N 59-22-18 W Error North: 0.00341 East :-0.00575 0 Project: 06123 Parcel Map Check Precision 1: 54,355.22 Parcel name: LOT 4 North: 5412.0142 Line Course: N 85-01-46 w North: 5418.7204 Line Course: S 02-17-27 W North: 5301.7040 Line Course: S 85-01-40 E North: 5296.3373 Line Course: N 04-58-27 E North: 5348.1414 Line course: S 85-01-33 E North: 5347.2744 Line Course: N 04-58-27 E North: 5412.0196 Gil Short Plat East : 4763.6441 Length: 77.40 East 4686.5351 Length: 117.11 East 4681.8540 Length: 61.92 East 4743.5410 Length: 52.00 East 4748.0497 Length: 10.00 East 4758.0121 Length: 64.99 East 4763.6471 Perimeter: 383.42 Area: 8,214 SQ. FT. 0.189 AC. page 3 Tue 7uly 01 13:34:52 2008 Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0062 Course: N 29-49-50 E Error North: 0.00538 East : 0.00309 Precision 1: 61,841.94 Parcel name: LOT 5 North: 5405.7147 Line Course: N 85-01-46 W North: 5412.0146 Line Course: 5 04-58-27 w North: 5347.2694 Line Course: 5 85-01-33 E North: 5346.4023 Line Course: 5 04-58-27 W North: 5332.6842 Curve Length: 46.12 Delta: 82-34-27 Chord: 42.23 Course In: S 85-01-33 E RP North: 5329.9095 End North: 5298.6560 Curve Length: 22.27 Delta: 21-15-55 Chord: 22.14 Course In: S 12-24-00 W RP North: 5240.0557 East : 4836.0770 Length: 72.71 East : 4763.6405 Length: 64.99 East : 4758.0054 Length: 10.00 East : 4767.9677 Length: 13.77 East : 4766.7738 Radius: 32.00 Tangent: 28.10 Course: S 36-18-46 E Course Out: S 12-24-00 w East : 4798.6533 East : 4791.7817 Radius: 60.00 Tangent: 11.26 Course: S 66-58-02 E Course out: N 33-39-55 E East : 4778.8976 Page 3 07-01-08 lot closures.txt End North: 5289.9931 East 4812.1580 Line Course: S 56-20-05 E Length: 6.71 North: 5286.2735 East 4817.7427 Curve Length: 14.58 Radius: 40.00 Delta: 20-53-12 Tangent: 7.37 chord: 14.50 Course: S 66-46-41 E 0 page 4 Gil Short Plat Project: 06123 Tue July 01 13:34:52 2008 Parcel Map check Course In: N 33739-55 E Course out: S 12-46-43 w RP North: 5319.5651 East 4839.9163 End North: 5280.5558 East 4831.0689 Line Course: N 02-17-23 E Length: 125.26 North: 5405.7158 East 4836.0734 Perimeter: 376.40 Area: 7,931 SQ. FT. 0.182 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0038 Course: N 73-35-32 w Error North: 0.00107 East :-0.00364 Precision 1: 99,055.26 Parcel name: TRACT 'A' North: 5271.9872 Curve Length: 17.11 Delta: 30-38-09 Chord: 16.91 Course In: N 25-39-49 w RP North: 5300.8305 End North: 5268.9509 Line Course: N 85-01-40 w North: 5279.7183 Curve Length: 20.03 Delta: 28-41-35 Chord: 19.82 Course In: N 04-58-20 E RP North: 5319.5678 End North: 5286.2762 Line Course: N 56-20-05 w North: 5289.9958 Curve Length: 22.27 Delta: 21-15-55 Chord: 22.14 Course In: S 33-39-55 w RP North: 5240.0584 End North: 5298.6587 Curve Length: 46.12 Delta: 82-34-27 Chord: 42.23 Course In: N 12-24-00 E RP North: 5329.9122 End North: 5332.6868 Line course: N 04-58-27 E North: 5346.4050 Line Course: N 85-01-33 w North: 5348.1391 East : 4976.8481 Radius: 32.00 Tangent: 8.76 Course: S 79-39-15 w Course out: S O4-58-20 w East 4962.9893 East 4960.2158 Length: 124.23 East 4836.4533 Radius: 40.00 Tangent: 10.23 Course: N 70-40-52 w Course out: S 33-39-55 w East : 4839.9202 East : 4817.7466 Length: 6.71 East : 4812.1619 Radius: 60.00 Tangent: 11.26 Course: N 66-58-02 w Course out: N 12-24-00 E East 4778.9015 East 4791.7856 Radius: 32.00 Tangent: 28.10 Course: N 36-18-46 w Course out: N 85-01-33 w East 4798.6572 East 4766.7777 Length: 13.77 East 4767.9716 Length: 20.00 East 4748.0470 Page 4 Line Course: S O4-58-27 W North: 5238.5534 Line Course: S 85-01-33 E North: 5236.8192 Line Course: N 04-58-27 E North: 5244.4305 Curve Length: 45.44 Delta: 81-21-35 0 07-01-08 lot closures.txt Length: 110.00 East 4738.5092 Length: 20.00 East 4758.4339 Length: 7.64 East 4759.0964 Radius: 32.00 Tangent: 27.50 Gil Short Plat Project: 06123 Parcel Map check page 5 Tue July 01 13:34:52 2008 Chord: 41.72 Course: N 45-39-15 E Course In: S 85-01-33 E course Out: N 03-39-58 w RP North: 5241.6559 East 4790.9758 End North: 5273.5904 East 4788.9297 Curve Length: 10.39 Radius: 35.00 Delta: 17-00-56 Tangent: 5.24 Chord: 10.36 Course: S 64-50-33 E Course In: S 16-38-59 w course Out: N 33-39-55 E RP North: 5240.0578 East 4778.9015 End North: 5269.1879 East 4798.3034 Line Course: S 56-20-05 E Length: 6.71 North: 5265.4683 East 4803.8881 Curve Length: 32.55 Radius: 65.00 Delta: 28-41-35 Tangent: 16.62 Chord: 32.21 Course: S 70-40-52 E course In: N 33-39-55 E Course out: S O4-58-20 w RP North: 5319.5672 East 4839.9202 End North: 5254.8118 East 4834.2864 Line Course: S 85-01-40 E Length: 128.16 North: 5243.7038 East 4961.9642 Curve Length: 14.64 Radius: 27.00 Delta: 31-04-34 Tangent: 7.51 Chord: 14.47 Course: S 69-29-23 E Course In: S O4-58-20 w Course Out: N 36-02-54 E RP North: 5216.8054 East 4959.6240 End North: 5238.6355 East 4975.5126 Line Course: N 02-17-23 E Length: 33.38 North: 5271.9888 East 4976.8462 Perimeter: 679.16 Area: 8,123 SQ. FT. 0.186 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0024 Course: N 49-53-50 w Error North: 0.00157 East :-0.00187 Precision 1: 282,979.17 Parcel name: TRACT 'B' North: 5243.1170 Curve Length: 3.77 Delta: 7-59-51 Chord: 3.77 Course In: S 12-58-11 w RP North: 5216.8058 End North: 5243.7042 Line Course: N 85-01-40 w East . Radius: Tangent: Course: Course Out: East East Length: 60.56 Page 4965.6857 27.00 1.89 N 81-01-44 W N 04-58-20 E 4959.6260 4961.9661 M North: 5248.9531 Line Course: S O4-58-20 W North: 5159.7999 Line Course: S 85-01-33 E North: 5153.8605 Line Course: N 02-17-23 E North: 5243.1191 n 07-01-08 lot closures.txt East : 4901.6340 Length: 89.49 East : 4893.8777 Length: 68.50 East : 4962.1197 Length: 89.33 East : 4965.6887 Perimeter: 311.65 Area: 5,942 SQ: FT. 0.136 AC. Gil short Plat page 6 Project: 06123 Tue 7uly 01 13:34:52 2008 Parcel Map Check Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0036 course: N 53-46-57 E Error North: 0.00214 East : 0.00292 Precision 1: 86,569.44 Parcel name: TRACT 'C' North: 5238.6358 Curve Length: 10.88 Delta: 23-04-43 Chord: 10.80 Course In: S 36-02-54 W RP North: 5216.8058 End North: 5243.1170 Line Course: s 02-17-23 W North: 5153.8583 Line Course: S 85-01-33 E North: 5152.9904 Line Course: N 02-17-23 E North: 5238.6319 East : 4975.5146 Radius: 27.00 Tangent: 5.51 Course: N 65-29-27 W Course out: N 12-58-11 E East 4959.6259 East 4965.6857 Length: 89.33 East 4962.1168 Length: 10.01 East 4972.0891 Length: 85.71 East 4975.5134 Perimeter: 195.93 Area: 879 SQ. FT. 0.020 AC. Mapcheck Closure - (uses listed courses, radii, and deltas) Error Closure: 0.0041 Course: S 16-43-37 W Error North:-0.00391 East :-0.00117 Precision 1: 47,787.80 Parcel name: TRACT 'D' North: 5285.6894 Line Course: S 02-17-23 W North: 5280.5535 Curve Length: 5.45 Delta: 7-48-23 Chord: 5.45 Course In: N 12-46-43 E RP North: 5319.5628 End North: 5279.7133 Line Course: s 85-01-40 E North: 5268.9459 East : 4831.2779 Length: 5.14 East : 4831.0725 Radius: 40.00 Tangent: 2.73 Course: s 81-07-28 E Course out: S O4-58-20 W East 4839.9199 East 4836.4530 Length: 124.23 East 4960.2155 Page 6 Curve Length: 17.11 Delta: 30-38-09 Chord: 16.91 Course In: N 04-58-20 E RP North: 5300.8255 End North: 5271.9823 Line Course: N 02-17-23 E North: 5273.0114 Line Course: N 85-01=40 W North: 5285.6795 07-01-08 lot closures.txt Radius: 32.00 Tangent: 8.76 Course: N 79-39-15 E Course Out: S 25-39-49 E East : 4962.9890 East : 4976.8478 Length: 1.03 East : 4976.8889 Length: 146.16 East : 4831.2790 Perimeter: 299.12 Area: 779 SQ. FT. 0.018 AC. Gil short Plat Project: 06123 Parcel Map Check page 7 Tue ]uly 01 13:34:52 2008 Mapcheck closure - (uses listed courses, radii, and deltas) Error Closure: 0.0099 Course: S 06-18-47 E Error North:-0.00987 East : 0.00109 Precision 1: 30,214.14 F1 Page 7 CITY OF � Federal June 12, 2008 NPC Consulting Engineers Attn: Brian Galloway 413 29`' Street NE, Suite C Puyallup, WA 98372 F L CITY HALL 33325 8th Avenue South Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: File #08-100737-00-SU; GIL SHORT PLAT 34111 35"' Avenue SW, Federal Way Dear Mr. Galloway: On February 15, 2008, the City of Federal Way's Department of Community Development Services received your short subdivision application to subdivide one parcel into five lots at 34111 35"' Avenue SW. Pursuant to the development application submittal requirements established in Federal Way City Code (FWCC) Section 22-389, the City has 28 days to determine whether your application is complete. Your application was deemed incomplete on March 14, 2008. A subsequent resubmittal was made on April 21, 2008. COMPLETE APPLICATION Pursuant to the FWCC, your application was deemed complete as of June 11, 20087 based on the submittal requirements for short subdivision approval. A 120-day time -line for reviewing the project has started as of that date. The City has 120 days from the date that an application is deemed complete to take action on the application. As you are aware, the 120-day time -line may be stopped if the City determines that additional information is needed to meet the requirements of the FWCC. REQUEST FOR INFORMATION Various staff have conducted a review of the submitted short plat and identified some issues that need to be addressed or clarified prior to the issuance of a preliminary short plat approval. You will need to provide further information, as described below. Please provide a written response letter with your resubmittal. Planning, David Lee (253-835-2622, david.lee@cityoffederalway.com) A 10-foot-wide Type III landscape strip along 35`h Avenue SW must be implemented per FWCC Section 20-178, and must be provided in a separate tract to be owned and maintained by the lot owners. Although the landscape tract is shown along 35`h Avenue SW, a planting schedule and plan has not been submitted. Additionally, a 5' landscape tract is shown directly north of the proposed roadway. Please clarify the reason for this landscape tract and if it is intended to be owned and maintained by the homeowners' association. Additionally, please add the planting schedule and plan of the additional landscape tract to the same plans as the landscape tract along 35`h Avenue SW. 2. It appears from the lot closure calculations and the submitted drawings of the lot, the turn -around easement areas were included in the total lot area. Per FWCC Section 22-1 "Lot Area", the area of a Mr. Galloway June 12, 2008 Page 2 vehicular access easement, private tract, flag pole, or access panhandle shall not be credited in calculation of minimum lot area. Please subtract the area of the easement from the lot size. This may require the applicant to reconfigure the lots to meet the minimum lot size of 7,200 square feet in this lot (Lot 2 in particular). 3. The building setback lines on Lots 2-5 must be drawn from the easement per FWCC Section 22-1 "Property Line". 4. Per FWCC Section 22-1568 (c)(1)(a), if the development on the subject property will require the removal of more than 75% of the significant trees on the subject property, significant trees shall be replaced in amount equal to 25% of the significant trees that existed on the subject property prior to commencing any development activity. Significant trees are defined as any tree that is: 1) Twelve inches in diameter or 37 inches in circumference measured four and one-half feet above ground and; 2) In good health; and 3) Not detrimental to the community (i.e. not diseased or dying) or obscuring safe sight distance requirements. Significant trees shall not include red alder, cottonwood, poplar, or big leaf maple. Please submit a tree survey and retention plan (if needed) with the short plat application. Additionally, please submit a separate site clearing/grading limits plan and tree protection plan. The City of Federal Way requires measures under FWCC Section 22-1568, to protect retained trees on the lot during the construction and site infrastructure development stage. Please see the enclosed landscaping chapter for tree retention and protection. During the preapplication conference for this project, an existing building was shown on the site plan. Please show any existing structures on the site plan. 6. Per FWCC Section 20-156(b), all residential subdivisions shall be required to provide open space in the amount of 15% of the gross land area of the subdivision site. A fee in lieu payment may be made to satisfy open space requirements at the discretion of the parks director after consideration of the city's overall park plan, quality, location, and service area of the open space. The fee in lieu of open space shall be calculated on 15% of the most recent assessed value of the property. In the absence of an assessment, the market value shall be based on an appraisal conducted by an MAI certified appraiser or another professional appraiser approved by the parks director. Please redesign the short plat to include open space as specified in FWCC Section 20-156 or submit a written request to Betty Sanders (Park Planning & Development Manager) for the fee in lieu option. Upon approval, and before the recording of the plat, an assessor's or an MAI certified appraiser's assessment of the property must be submitted to the city and 15% of the assessed/appraised value of the property paid to the city per the fee in lieu agreement. Development Services, Kevin Peterson (253-835-2734, kevin.peterson@cityoffederalway.com) Short Plat Submittal: 1) Since no revised short plat drawings were submitted, previously provided Public Works technical comments cannot be verified to have been addressed. Please submit the required number of short plat drawings for further review. 2) Based on the dimensions and areas provided on the engineering plans, it appears that the access easement area was included in the overall areas for Lots 2 through 5. Per City Code, access easement M 100717 Doc 1 D 45759 Mr. Galloway June 12, 2008 Page 3 areas cannot be included as part of the lot areas in order to meet the minimum lot size. Based on this requirement, it appears Lot 2 will not meet the minimum lot size. Preliminary Engineering Drawings and Technical Information Report (T.I.R.) Submittal (the following comments are informational only, and can be addressed with full engineering (El) submittal): 1) As noted in the April 11, 2007, preapplication summary letter, the site is subject to the Resource Stream Water Quality protection requirements, as defined in the 1998 King County Surface Water Design Manual and Federal Way Addendum (KCSWDM). The engineer will have to design the water quality treatment facility to meet this requirement. 2) The plans currently show a potential for at least 3 open -cuts of 35"' Avenue SW for utility crossings and/or extensions. Per City Development Standards, the applicant should be made aware that the City will require, at a minimum, a half -street asphalt overlay OR an overlay mitigation fee be paid, as part of the frontage improvements/utility extensions. Traffic, Soma Chattopadhyay (253-835-2745, soma.chattopadhyay@cityoffederalway.com) Streetlight is required at the junction of public street 35"' Avenue SW and the private street. Please show the location of the streetlight in plan. Please follow City streetlight standard. CANCELLATION Pursuant to FWCC Section 22-34, 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. CLOSING Please be advised that the City's review will be on hold until you provide your resubmittal. Please resubmit six full-size copies of the revised drawing/survey sets, and two copies of any documentation with the enclosed green Resubmittal Form. Please provide a written response letter with your resubmittal. All materials should be submitted at one time. If you have any questions regarding this letter, please do not hesitate to contact me (253-835-2622 or david.lee@cityoffederalway.com) or any of the other staff listed above. Sincerely, David Lee Associate Planner enc: Resubmittal Form c: Kevin Peterson, PW Development Services Soma Chattopadhyay, PW Traffic Landscape Chapter Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District Doc t D. 45759 08-100737 Form No. 14 Subdivision Guarantee Guarantee No.: 4209-1074564 GUARANTEE Issued by First American Title Insurance Company 2101 Fourth A ve, Ste 800, Seattle, WA 98121 Title Officer: Pat Fullerton Phone: (206)728-0400 FAX., HESUBMITTED APR 2,1 2008 CITY OF FEDERAL WAY BUILDING DEPT. RrstAmer/can Tide Form No. 14 Subdivision Guarantee (4-10-75) � S T 4 ti First Ame 'ican Title Team One Fax No. (866) 904-2177 Pat Fullerton Colleen Franz (206) 615-3055 pfullerton@firstam.com Amy Garza (206)615-3010 amgarza@firstam.com (206) 615-3050 cfranz@firstam.com SUBDIVISION GUARANTEE Guarantee No.: 4209-1074564 Page No.: 1 FirstAmeiican Tiffe Insurance Company 2101 Fourth Ave, Ste 800 Seattle, WA 98121 Phn - (206)728-0400 (800)826-7718 Fax - 3ennifer Salas (206) 615-3011 jsalas@flmtam.com Tina Kotas (206) 615-3012 tkotas@firstam.com LIABILITY $ 1,000.00 ORDER NO.: 4209-1074564 FEE $ 350.00 TAX $ 31.15 First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Olga Gil herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said properly. Dated: July 20, 2007 at 7:30 A.M. FirstAmerican Tide Form No. 14 Subdlvlsfon Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Sergey Gil and Olga Gil, husband and wife Guarantee No.: 4209-1074564 Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: THAT PORTION OF LOTS 5 THROUGH 8, INCLUSIVE, AS THE SAME ARE LOCATED IN HANNON'S HALF ACRES, IN SECTION 23, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 28, IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1 AS LOCATED IN SAID HANNON'S HALF ACRES, THENCE NORTH 85°01'59" WEST 300.26 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, THENCE SOUTH 2-17-27" WEST - 240.23 FEET TO THE NORTHWEST CORNER OF SAID LOT 5 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 85001'46" EAST-150.11 FEET; THENCE SOUTH 201723" WEST-120.12 FEET; THENCE SOUTH 85001'40" EAST-150.17 FEET TO THE WEST MARGIN OF 35TH AVE. S.W. AND THE NORTHEAST CORNER OF SAID LOT 7; THENCE SOUTH 201723" WEST, ALONG SAID MARGIN, 120.13 FEET TO THE SOUTHEAST CORNER OF SAID LOT 8; THENCE NORTH 85001'33" WEST-300.28 FEET TO THE SOUTHWEST CORNER OF SAID LOT 8, THENCE NORTH 201727" EAST-240.23 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. BLA 93-0005 IN THE CITY OF FEDERAL WAY RECORDED UNDER RECORDING NO. 9310089001). APN: 308900000503 RrstAmerican TIbe Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATTERS: Guarantee No.: 4209-1074564 Page No.: 3 1. General Taxes for the year 2007. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 308900000503 1st Half Amount Billed: $ 1,039.22 Amount Paid: $ 0.00 Amount Due: $ 1,039.22 Assessed Land Value: $ 90,000.00 Assessed Improvement Value: $ 85,000.00 2nd Half Amount Billed: $ 1,039.21 Amount Paid: $ 0.00 Amount Due: $ 1,039.21 Assessed Land Value: $ 90,000.00 Assessed Improvement Value: $ 85,000.00 2. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Sergey Gil and Olga Gil, husband and wife Grantee/Beneficiary: Mortgage Electronic Registration Systems, Inc. ("MERS"), Soley as nominee for Centralbanc Mortgage Corporation Trustee: First American Amount: $260,000.00 Recorded: August 9, 2006 Recording Information: August 25, 2006 20060825002452 3. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Sergey Gil and Olga Gil, husband and wife Grantee/Beneficiary: Mortgage Electronic Registration Systems, Inc. ("MERS"), Soley as nominee for Centralbanc Mortgage Corporation Trustee: First American Amount: $65,000.00 Recorded: August 25, 2006 Recording Information: 20060825002453 4. The terms and provisions contained in the document entitled "Notice of Sewer Charge" Recorded: March 11, 1975 Recording No.: 7503110291 Modification and/or amendment by instrument: Recording Information: 8403230549 5. Terms, covenants, conditions and restrictions as contained in recorded Lot Line Adjustment (Boundary Line Revisions): Recorded: October 8, 1993 Recording Informaton: 9310089001 FirstAmerican Tide Form No. 14 Guarantee No.: 4209-1074564 Subdivision Guarantee (4-10-75) Page No.: 4 INFORMATIONAL NOTES A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Tide Form No. 14 Subdivision Guarantee (4-10-75) SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE Guarantee No.: 4209-1074564 Page No.: 5 1. Except to the extent that specific assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result In taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions In patents or In Acts authorizing the Issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided In Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the tide to any property beyond the lines of the land expressly described In the description set forth In Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or Improvements; or any rights or easements therein, unless such property, rights or easements are expressly and speclfically set forth In said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result In no loss to the Assured; or (3) which do not result in the invalidity or potential Invalidity of any judicial or non -judicial proceeding which Is within the scope and purpose of the assurances provided. (c) The Identity of any party shown or referred to In Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to In this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company, (b) "and': the land described or referred to In Schedule (A) (C) or in Part 2, and Improvements affored thereto which by law constitute real property. The term "land" does not include any properly beyond the lines of the area described or referred to In Schedule (A) (C) or In Part 2, nor any right, tide, interest, estate or easement In abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security Instrument. (d) "public records" : retards established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. I Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly In writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate With regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be pfejudlced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured Is a party, notwithstanding the nature of any allegation In such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, Interpose a defense, as limited in (b), or to do any other act which In its opinion may be necessary or desirable to establish the tide to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce toss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not It shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so dillgentiy. (b) If the Company elects to exercise its options as stated In Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Fissured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or Interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any Iltlgadon to final determination by a court of competent jurisdiction and expressly reserves the right, in Its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at IN option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid In any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnlsh the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and swum to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of foss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company Is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, If requested by any authorized representative of the Company, the Assured shall grant Its permission, In writing, for any authorized representative of the Company to examine, Inspect and copy all records, books, ledgers, checks, correspondence and memoranda In the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under Oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required In the above paragraph, unless prohlblted by law or governmental regulation, shall terminate any Ilabillty of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) FirstAmerican Title Form No. 14 Subdivision Guarantee (4-10-75) 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or In the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the Indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. in the event after notice of Balm has been given to the Company by the Assured the Company offers to purchase said Indebtedness, the owner of such indebtedness shall transfer and assign said Indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for In Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obllgadon to continue the defense or prosecution of any ltigation for which the Company has exercised Its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or In the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses Incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed less or damage, other than to make the payment required In that paragraph, shall terminate, Including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Qeterminatlon and Extent of liability. This Guarantee Is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered Loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of 11abllkty stated in Schedule A or in Part 2; (b) the amount of the unpaid principal Indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stpulatons or as red uoed under Section 9 of these Conditions and Stlpulatons, at the time the loss or damage Assured against by this Guarantee occurs, together with Interest thereon; or (c) the difference between the value of the estate or Interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. S. Limitation of Liability. (a) If the Company establishes the tltfe, or removes the alleged defect, pen or encumbrance, or cures any other matter Assured against by this Guarantee In a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed Its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the evert of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent Jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. Guarantee No.: 4209-1074564 Page No.: 6 (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Uabl My. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro Canto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, In which case proof of Icss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed In accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been Issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary In order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured In any transaction or litigation Involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbltration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may Include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company In connection with Its issuartoe or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is g1,0oo,DOG or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of Ilabllity Is In excess of $1,000,000 shall be arbitrated only when agreed to by bath the Company and the Assured. The Rules In effect at Date of Guarantee shall be binding upon the parties. The award may Include attorneys' fees only If the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. 3udgment upon the award rendered by the Arbitrator(s) may be entered In any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Ent] re Contract. (a) This Guarantee together with all endorsements, If any, attached hereto by the Company Is the entire Guarantee and contract between the Assured and the Company. In Interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement In writing required to be furnished the Company shall Include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Forth No. 1282 (Rev. 12/15/95) FirstAlmerican Title ULGA GIL SHORT PLAT IV—T F-7— Federal Way A NED) $wy 342ND ST T- X .344Tbi ST 0 253ft COMMENTS: OLGA G[L SHORT PLAT 34111 35TH. AVE SW n change T'o �o included 0 ""s ma' "F OL C 'a'o- use of such infortnatlan. -==�d.d rw.d on this King County this magIGale: "r2009 Source: King County ,tAAP - Property I nfbminon (httpVtwww.motm.ke.gqvfGJSIIMAP) R EC IVE &ASTER LAND USE APPLICATION Ak DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES FEB 15 2008 33325 8`' Avemw South CITY OF '--_1 PO Box 9719 9718 FederalWayFederal Way ax 98835-2609�� ®F FE�FRAL Wqy 253-835-2607; Fax 253-$35-2609 CDS www.citvoffederalwa .cons APPLICATION NO(S) / D 73 ` 00 — a tt— Date 510 Project Name Gil Short Plat Property Address/Location 34111 351h Avenue SW Federal Way Parcel Number(s) 308900-0005 Project Description PLEASE PRINT Subdivision of an existing tract into five new lots with a stormwater detention tract. 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 II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use X Short Subdivision Subdivision V 1! l Require RS7.2 Single R Designati Ition sive Plan $95,000 Value of Existing Improvements (per King County Assessor) N/A Value of Proposed Improvements International Building Code (IBC): N/A Occupancy Type Applicant Name: Olga Gil Address: 29843 48`h Avenue South City/State: Auburn, WA Zip: 98001 Phone: (253) 334-0138 Fax: None Email: olgagil@mail.crom Signature: n /� Agent (if different than Applicant) Name: NPC Consulting Engineers Address: 413 29`h Street NE, Suite C City/State: Puyallup, WA Zip: 98372 Phone: (253) 770-3222 Fax: (253) 770-0522 Email: bgalloway@npcengineers.com Signature: J Owner Name: Olga Gil Address: 29843 48`h Avenue South City/State: Auburn, WA Zip: 98001 Phone: (253) 334-0138 Fax: None Email: olgagil@mail.com Signature: 6`' /] og, Io0737-StA Bulletin #003 — August 18, 2004' Page 1 of 1 k:\Handouts\Master Land Use Application `CITY OF Federal March 14, 2008 NPC Consulting Engineers Attn: Brian Galloway 413 29 b Street NE, Suite C Puyallup, WA 98372 F I :. CITY HALL 33325 8th Avenue South y Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway com RE: File #08-100737-00-SU; GIL SHORT PLAT 34111 35"' Avenue SW, Federal Way Dear Mr. Galloway: On February 15, 2008, the City of Federal Way's Department of Community Development Services received a short plat application for a five -lot short subdivision of a property located at 34111 35`h Avenue SW. Based on the development application submittal requirements established in Federal Way City Code (FWCC) Section 22-83 and the Short Subdivision Submittal Requirements handout, your application was deemed incomplete as of March 14, 2008. INCOMPLETE APPLICATION The following items must be submitted in order for us to consider the application complete. See the following section for details and technical comments. 1. A Title Report not older than 30 days from the date of the application. There was a "Supplemental Report" submitted, dated within the time frame that references a Title Report dated July 20, 2007. We need that July 20, 2007, title report for completeness. 2. A Preliminary TIR, or analysis of the eight Core and five Special Requirements in accordance with the 1998 King County Surface Water Design Manual. We received pond calculations, but no preliminary TIR or Analysis. PRELIMINARY TECHNICAL REVIEW Some departments have conducted a preliminary technical review and found items that need to be addressed prior to receiving preliminary approval from Development Services. These are preliminary comments and more comments on the submitted plans will be made by city staff once the completeness items have been resubmitted. These items are in accordance with Chapter 20 of the Federal Way City Code, Title 18 of the Revised Code of Washington, and Chapters 332-130 and 196-23 of the Washington Administrative Code, and are as follows: PW Development Services (Sean Wells, P.E.; 253-835-2731; sean.wells@cityoffederalway.com) Preliminary Short Plat Drawings 1. Remove the shading in the vicinity map. Make sure none of the text shown in the vicinity map is smaller than 0.08". 2. Show the City File Number in the upper left corner (08-100737-00-SU). 3. Show the tax lot number ("Account Number" under the Assessments Approval block.) Mr. Galloway March 14, 2008 Page 2 4. Provide the names of all vested property owners on the dedication area of sheet 1. 5. Provide a location to assign addresses for each lot (i.e., " 35"' Ave. SW") 6. Please verify why there is a combination of access easements. Closure Calculations Per RCW 18.43 and WAC 196-23-020, the land surveyor shall affix his seal and signature to the closure calculations. Preliminary Engineering Plans 1. Move the sidewalk to the south side of the private road. 2. The fire turn -around shall have 32-foot radii on the inside curves per the standard detail. 3. The curb radii at the entrance shall be a minimum of 32 feet. 4. There shall be full height curb and gutter from the PT to the PC on the curb returns at the road entrances on 35`h Avenue South. 5. Provide a road cross section detail for 35`h Avenue SW. 6. Extend the curb line north along 35`h Avenue SW to the proposed catch basin #6. Lakehaven Utility District (Brian Asbury; 253-941-1516; basbury@lakehaven.org) Water This property is located within the water service area boundary of the City of Tacoma. Please contact Tacoma Water staff at 253-502-8247 for further information. Sewer • As shown on the submitted proposal, a Developer Extension Agreement will be required to construct new and/or abandon existing sanitary sewer facilities necessary for the proposed development. Additional detail and/or design requirements can be obtained from Lakehaven by submitting a separate application to Lakehaven for either a Developer Pre -Design meeting or a Developer Extension Agreement. Lakehaven encourages the owner to apply for either of these processes early in the pre-design/planning phase to avoid delays in overall project development. Therefore, applicant has completed and submitted to Lakehaven an application for Certificate(s) of Availability. However, no other application has been submitted to Lakehaven that is necessary to more specifically be able to determine the applicant's requirements for connection to Lakehaven's sewer systems, as shown on the submitted proposal, to serve the subject property have been submitted to Lakehaven. As previously noted, applicant will need to submit an application for either Developer Pre -Design or Developer Extension Agreement for Lakehaven to formally commence the water and/or sewer plan review process. However, as previously noted by Lakehaven in April 2007, Lakehaven's preferred method of providing sewer service to the proposed short plat lots would be via individual service connections to existing sewer main just south of the property. This would allow the maximum number of customers served with the least amount of facilities constructed. Private, sewer easement areas would be required across the property, for the benefit of the portion of each new lot's sewer service line across other new lots (or access tract). These private easements shall cover off -site property along the route of the affected portion of each sewer service line from the edge of existing Lakehaven easement to the new lot(s). 08-100737 Doc 1.D 44595 Mr. Galloway March 14, 2008 Page 3 CLOSING Please submit five copies of the above -referenced items. After receipt of the requested information noted in the Incomplete Application section of this letter, the department will notify you within 14 days whether your application is considered complete, or if any other information is still needed. It is important to note that the department cannot begin processing your formal application until all items are submitted. Pursuant to FWCC Section 22-34, 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. Please feel free to contact me at 253-835-2622, or david.lee@cityoffederalway.com, if you have any questions about this letter or your application. Sincerely, David Lee Associate Planner c: Sean Wells, Senior Engineering Plans Reviewer Soma Chattopadyay, Traffic Analyst Brian Asbury, Lakehaven Utility District Chris Ingham, South King Fire enc_ Resubmittal Form 08-100737 Doc. l D 44595 I CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 28, 2008 TO: Will Appleton, Development Services Manager (x2) Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, South King County Fire & Rescue FROM: David Lee FOR DRC MTG. ON: Internal Completeness - March 13, 2008 FILE NUMBER(s): 08-100737-00-SU RELATED FILE NOS.: None PROJECT NAME: GIL SHORT PLAT PROJECT ADDRESS: 34111 35TH AVE SW ZONING DISTRICT: F7�1 2 PROJECT DESCRIPTION: Subdivision of an existing tract into (5) new single family lots with a stormwater detention tract. LAND USE PERMITS: Preliminary Plat, SEPA PROJECT CONTACT: OLGA GIL 29843 48TH AVE S 2533340138 () C4'.V' MATERIALS SUBMITTED: Preliminary Plat conceptual drawing 7U,�? A, (5 Z� �7, yl.� _ jo�- -(uhtia0M� (c ca,.af�d {nwr•✓ds �o} s;z�? /tea 6� cnVvL Lit> -g C 5? ejttVkL (" h+- q ( oti 1St ovG 41k CITY 10'::tS;P OF Federal Way DATE: March 13, 2008 MEMORANDUM Public Works Department TO: David Lee FROM: Sean Wells, P.E. SUBJECT: GIL SHORT PLAT - (08-100737-00-SU) 34111 35TH AVE SW - PWDS Incompleteness and Preliminary Technical Comments We have reviewed the preliminary plans and closure calculations for the Gil Short Plat date stamped received February 15, 2008, and have determined the application INCOMPLETE and INSUFFICIENTfor Public Works to begin review. The following items are required in order to determine the application complete: 1. A Title Report not older than 30 days from the date of the application. There was a "Supplemental Report" submitted, dated within the time frame that references a Title Report dated July 20, 2007. We need that July 20, 2007 title report for completeness. 2. A Preliminary TIR, or analysis of the 8 Core and 5 Special Requirements in accordance with the 1998 King County Surface Water Design Manual. We received pond calculations, but no preliminary TIR or Analysis. We have conducted a preliminary technical review and found items that need to be addressed prior to receiving preliminary approval from Development Services. These items are in accordance with Chapter 20 of the Federal Way City Code, Title 18 of the Revised Code of Washington, and Chapters 332-130 and 196-23 of the Washington Administrative Code, and are as follows: Preliminary Short Plat Drawings: 1. Remove the shading in the vicinity map. Make sure none of the text shown in the vicinity map is smaller than 0.08". 2. Show the City File Number in the upper left corner (08-100737-00-SU). 3. Show the tax lot number ("Account Number" under the Assessments Approval block.) 4. Provide the names of all vested property owners on the dedication area of sheet 1. 5. Provide a location to assign addresses for each lot. (i.e.: " 35th Ave. SW'� 6. Please verify why there is a combination of access easement Closure Calculations: 1. Per RCW 18.43 and WAC 196-23-020, the land surveyor shall affix his seal and signature to the closure calculations. Preliminary Engineering Plans 1. Move the sidewalk to the south side of the private road. 2. The fire turn -around shall have 32 foot radii on the inside curves per the standard detail. 3. The curb radii at the entrance shall be a minimum of 32 feet. 4. There shall be full height curb and gutter from the PT to the PC on the curb returns at the road entrances on 35th Ave. S. 5. Provide a road cross section detail for 35th Ave. SW. 6. Extend the curb line north along 35th Ave. SW to the proposed catch basin #6. LLJ J Q k", C) s�r L o � a Lu LM w z ILu r-+ LL. I} LL. LU m w ___ O]•t �� �'y fLl1p � YVeI � _ _ ►yg KCMly JI �CeoM ,0 u N�. I o0 �O 0 0 r o I M Gil Short Plat Parcel 308900-0005 34111 35th Avenue SW Federal Way, WA LEGAL DESCRIPTION HANNONS HALF -ACRES ADD POR OF LOTS 5 THRU 8 DAF - BEG AT NW COR OF SD LOT 5 TH S 85-01-46 E 150.11 FT TH S 02-17-23 W 120.12 FT TH S 85-01-40 E 150.17 FT TO W MGN OF 35TH AVE SW & NE COR OF SD LOT 7 TH S 02-17-23 W ALG SD W MGN 120.13 FT TO SE COR OF SD LOT 8 TH N 85-01-33 W 300.28 FT TO SW COR OF SD LOT 8 TH N 02-17-27 E 240.23 FT TO POB - AKA PCL B OF FEDERAL WAY LLA #BLA93-0005 REC #9310089001 - TAXABLE PORTION PARTIALLY EXEMPT UNDER RCW 84.36.381 THRU .389 RECEIVED FEB 15 2008 CrTY OF FEDERAL WAY CDS VICINITY MAP PROJECT NAME: Gil Plat PROJECT NUMBER: 06123 PROJECT ADDRESS: 34111351h Avenue SW, Federal Way, WA 98023 PROJECT PARCEL: 308900-0005 335M St " r SW 336th-St-� � tp'�' oh, SN 336th St �� ��� ?•�;v �'�,`�' lw� I Imo. 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AV M-1 IV ' First American Title Team One Fax No. (866) 904-2177 Pat Fullerton Colleen Franz (206) 615-3055 (206) 615-3050 pfullerton@firstam.com cfranz@firstam.com Amy Garza (206)615-3010 amgarza@firstam.com To: Olga Gil 29843 48th Avenue S Auburn, WA 98001 Attn: FirstAlmerican Title Insurance Company 2101 Fourth Ave, Ste 800 Seattle, WA 98121 Phn - (206)728-0400 (800)826-7718 Fax - Jennifer Salas (206) 615-3011 jsalas@firstam.com Tina Kotas (206) 615-3012 tkotas@firstam.com File No.: 4209-1074564 Your Ref No.: Re: Property Address: 34111 35th Avenue SW, Federal Way, WA 98023 Supplemental Report 1 Dated: February 6, 2008 at 8:00 A.M. Commitment1preiiminary Report No. 4209-1074564 dated as of July 20, 2007 (including any supplements or amendments thereto) relating to the issuance of an American Land Title Association Form Policy is hereby modified and/or supplemented as follows: There has been no change in the title to the property covered by our Commitment/Preliminary Report dated 07/20/2007 at 7:30 a.m. except as noted below: The following paragraph no(s). 6 has/have been added to our Commitment/Preliminary Report to read as follows: 6. General Taxes for the year 2008, which cannot be paid until the 15th day of February of said year. Tax Account No.: 308900000503 1st Half Amount: $ 1,143.23 Assessed Land Value: $ 102,000.00 Assessed Improvement Value: $ 95,000.00 2nd Half Amount: $ 1,143.22 Assessed Land Value: $ 102,000.00 Assessed Improvement Value: $ 95,000.00 RESUBMITTED Page 1 of 2 APR 2 12008 CITY OF FEDERAL WAY BUILDING DEPT. 1-v Date: February 11, 2008 File No.: 4209-1074564 (PF) First American Title Insurance Company By: Jennifer Sa/as for Pat Fullerton, Title Officer Page 2 of 2 Parcel No. 308900-0005 FEB 15 2008 CITY OF FEDERAL WAY CDS V_ k CITY OF J�Federal September 12, 2008 Brandon McDowell NPC Consulting Engineers 413 29"' Street NE, Suite C Puyallup, WA 98372 CITY HALL �� 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com RE: File #08-100737-00-SU; GIL SHORT PLAT 3411135u' Avenue SW, Federal Way Dear Mr. McDowell: Jn,N 2 S 2009 ElliLCii�'G L EzPT. RECEIVED SEP 17 2008 N.PC ENGINEERS On February 15, 2008, the City of Federal Way's Department of Community Development Services received your short subdivision application to subdivide one parcel into five lots at 34111 35"' Avenue SW. Your application was determined complete on June 11, 2008, at which point a letter requesting more information was issued. A resubmittal was submitted to the city on August 1, 2008. REQUEST FOR INFORMATION Various staff have conducted a review of the resubmitted short plat and identified some issues that need to be addressed or clarified prior to the issuance of a preliminary short plat approval. You will need to provide further information, as described below. Please provide a written response letter with your resubmittal. Planning, David Lee (253-835-2622, david.lee@cityoffederalway-com) 1. The building setback lines on Lots 2-5 must be drawn from the easement per FWCC Section 22- 1 "Property Line". Please see the enclosed redlined plans to see how the building setback line should be drawn. 2. The proposed significant trees to be removed along the western property line does not appear to be located within any area of infrastructure improvement or within buildable areas. Please explain why the significant tree trust be removed. If it is determined that the proposed removal of the significant tree for infrastructure development is unwarranted, then the tree must remain. However, during the building permit phase, the tree may be considered for removal pursuant to the tree retention requirements ofFWCC Section 22=1568(c)(1). Being that this is the sole significant tree on the proposed development, if it is determined that the tree must be removed for infrastructure improvements, significant trees shall be replaced in amount equal to 25% of Significant trees are defined as any tree that is: 1) Twelve inches in diameter or 37 inches in circumference measured four and one-half feet above ground and; 2) In good health; and 3) Not detrimental to the community (i.e. not diseased or dying) or obscuring safe sight distance requirements. Significant trees shall not include red alder, cottonwood, poplar, or big leaf maple. Mr. McDowell September 12, 2008 Page 2 the significant trees that existed on the subject property prior to commencing any development activity. If the tree cannot be retained on the subject property, the significant tree that is to be removed shall be replaced with: A transplanted or retained on -site tree four -inch in caliper or larger, which meets the definition of significant tree in all manner except size, and approved by the community development director. New evergreen trees that are a minimum 10 feet in height, or deciduous trees that are a minimum three-inch caliper. It appears from the landscaping and preliminary engineering plan that the stormwater detention pond is not utilizing any form of landscaping. Please incorporate landscaping along the tract's perimeter lot lines to lessen the visual impact of the stoninwater detention pond. Development Services, Kevin Peterson (253-835-2734, kvin.peterson@cityoffederalway.com) Preliminary Short Plat Drawing: It appears the Building Setback Lines (BSBL's) for Lots 2 through 5 need to be adjusted to reflect the minimum required setback from the access tract. Preliminary Engineering Plans: The water quality treatment facility does not meet the Resource Stream Protection Menu requirements, as identified in the 1998 King County Surface Water Design Manual. The applicant shall identify how they propose to meet the required level of water quality treatment. The importance of this issue at this preliminary stage is to determine if additional tract area is necessary in order to provide the required elements for water quality treatment; and therefore, determine if lot areas are affected and can maintain the minimum lot size. PW Traffic, Soma Chattopadhyay (253-835-2745, soma.chattopadhyay@cityoffederalway.com) Please submit the illumination plan and photometric for the street light both for public street (35a' Avenue SW) and private street. Please verify if you require streetlight inside private street to maintain city standard. CANCELLATION Pursuant to FWCC Section 22-34, 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. Doc. ID 47001 08-100737 Mr. McDowell September 12, 2008 Page 3 CLOSING Please be advised that the City's review will be on hold until you provide your resubmittal. Please resubmit six full-size copies of the revised drawing/survey sets, and two copies of any documentation with the enclosed green Resubmittal Form. Please provide a written response letter with your resubmittal. All materials should be submitted at one time. If you have any questions regarding this letter, please do not hesitate to contact me (253-835-2622 or david.leeCa)citvotlederalway.com or any of the other staff listed above. Sincerely, David ,.,de Associate Planner enc: Resubmittal Form Redlined Plan c: Kevin Peterson, PW Development Services Soma Chattopadhyay, PW Traffic Chris Ingham, South King Fire & Rescue Brian Asbury, Lakehaven Utility District 08-100737 Doc. LD. 47001 L Top, WIT ms - r JHE VARIES 0.9'. jai k 6' GEDAR Fr_%M Dt'S'L - MOM rRW, N;, 0.2' TO S. U,' S85"01 4.6 E &omega . . . .... L k k C-4 i 1". ON LOT 4 ALLOT 5 FL2 35WWE W t ASPh 51-1 4VS- 20' B.S.B.L(TYP-) L 2®° 133.8.L(rM) -no So. FT. S85001 "40"E 1/150.17 CrW R85V w 4& L2 N85-01,40pw '124.23' j 20' B.SB.L( 8.123 Sri.T; F cl 7.6v t tni tu 366 :D L9 7777'1, ;�j LOT I JC4! FT. SHM. TO eE AVE. sv - z5TH REMMED TRACT Br ---"LOT 2 5,942 SO. FT. 7.230 SQ. FT. 1 10 4; SUILDNO. TO 35TH AW_ SW BE- Pi W-1 -c, M LOT I to TRACT 70T Z 7,7-CA rjC - 19 SO. F-T, WO B. Z I sl�_Azl 4' It N 8 57011 3 1-36"w .1 CAP 13 K1. r.".51 -m t175 3v 94 Los FERCE, UNE CURVE TABLE PADti� ) LIEHqffl C3 C4 C5 10 mrs mum L2 RE 7 N E �5T;; 6.7 Ll I o fuu 1 P 1�1 IQD �� r �l} � G� off• - � +�ti �, s � � . fM---e o. ESY'33.3BKCSP 4811€ 8205000480ip 15.�A. a +�W flo 14 I rfS�r�,-� D- E -.ts^_ter 1 i e�il w 1 ^-I 0 154 3D 1 131 w 31,31 GI r 1 1 ow F13i I If,l1 IUD I pry zn _ .. IOE ly r' 1 CT r�. Ila •�- a5 e r ~ 1 f� M. 1— � P� t w _Fitffl3 ,PM dk I IM g 1 1 I_ nB +�- s II i! tta,ti3 1Ql.sl w a _ MG_-1]E -- af o a l ` 6kill IYAIO A q. Ij t 3SS 13 1 o IS �li m fa Q �B per! Z` A e� I i Volpe km A. -ft f T3 �5 1 ISQ i I Ih IM 42 i- Ii9 `". lav see I >7 la• r 14.9 a 0 0 r Use Single Family Detached Housing Period Weekday Evening Street Peak Code 210 Parameter Dwelling Units Quantity 4.000 Studies 302 Outliers 0 Lower Data Range 0.000 Upper Data Range 2950.000 %Entering 63 Rate 1.01 Std Dev 1.05 Equation Type Log Coefficient A 0.900 Constant C 0.53 R^2 0.91 Data Close to Rate? y Data Close to Equation? y Closest Data Point E 'Trips by Rate 4.04 0.00 0.00 Trips by Equation 5.92 0.00 0.00 Within Data Range? YES NO NO N>2? YES NO NO N>19? YES NO NO Outliers<5%? YES NA NA y-intercept 1.70 NA NA Near 0? NO NA NA Std Dev/Rate>1.10? NO NA NA RA2>0.75? YES NO NO RECOMMENDATION EQUATION STUDY STUDY Trips 5.92 0.00 0.00 Weight by Rate 0.96 0.00 0.00 Weight by Equation 11 0.91 0.00 0.00 RESULTS RATE ;QUAa.1011 AvEn Weighted Average 4.04 5.92 4. Entering Trips 2.55 3.73 3. Exiting Trips 1.49 2.19 1, Pass -By% 0.00o 0.00% O.G Total New Trips 4.04 5.92 4, Entering New Trips 2.55 3.73 3. Exiting New Trips 1.49 2.19 1. Enter comments Enter Land Use Enter Time Period Enter ITE Land Use Code Enter Independent Variable Enter Quantity of Independent Variable Enter Number of Studies Enter Number of Outlying Data Points Enter the Lowest Data Point Enter the Highest Data Point Enter the Percentage of Trips Entering the Site Enter the Rate Enter the Standard Deviation of the Rate Enter Logarithmic, Linear, Inverse, Semi -logarithmic, or Expone Enter the coefficient of the variable of the equation. Enter the constant of the equation Enter the coefficient of variation. Enter Yes or No Enter Yes or No Enter Rate or Equation 0.0 0.0 f NO I NO NO NA NA NA NO STUDY 0.00 I 0.00 0.00 RAGE 98 14 84 00% Enter Pass -By Rate 98 14 84 CIT Federal W..ay SHORT PLAT NO. 08--100737-- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON RIGHTS -OF -WAY Rights —of —Way graphically represented on this short plat have been deeded to the City of Federal Way by Statutory Warranty Deed. County, Washington recording number. DEDICATION King KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plot 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. SERGEY AND OLGA GIL Name CENTRALBANC MORTGAGE CORPORATION ITS: TS: State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her/there) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires State of Washington 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 Doted My appointment expires RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of RICHARD A. BOND SURVEYOR'S NAME .............�g(............... ....................................... Supt. of Records APPROVALS: CITY OF FEDERAL WAY Examined and approved this day of 20 Director of Public Works Examined and approved this day of 20 Director of Community Development Servicves KiNG COUNTY HEALTH DEPARTMENT Examined and approved this day of 1 20_ NAME LEGAL DESCRIPTION KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this day of _ 20 Assessor Deputy Assessor Account Number 3089000005 TAX ID NO. 3089000005 THAT PORTION OF LOTS 5 THROUGH 8, INCLUSIVE, AS THE SAME ARE LOCATED IN HANNOWS HALF ACRES, IN SECTION 23, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 16 OF PLATS, PAGE 28, IN KING COUNTY WASHiNGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1 AS LOCATED IN SAID HANNON'S HALF �I ACRES, THENCE NORTH 85'01'59" WEST 300.26 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, THENCE SOUTH 2'17'27" WEST 240.23 FEET TO THE NORTHWEST CORNER OF SAID LOT 5 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 85' 01'46" EAST 150.11 FEET; THENCE SOUTH (n 2'17'23" WEST 120.12 FEET; THENCE SOUTH 85*01*40" EAST 150.17 FEET TO THE WEST MARGIN OF 35TH AVE. S.W. AND THE NORTHEAST CORNER OF SAID LOT 7; THENCE SOUTH 2'17'23" WEST, ALONG SAID MARGIN, 120.13 FEET TO THE SOUTHEAST CORNER OF SAID LOT 8, THENCE 'Q I NORTH 85.01'33" WEST 300.28 FEET TO THE SOUTHWEST CORNER OF SAID LOT 8, THENCE NORTH 2'17'27" EAST 240.23 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. BLA 93-0005 IN THE CITY C7 w OF FEDERAL WAY RECORDED UNDER RECORDING NO. 9310089001). M r N 0 z NOTES 1. BASIS OF BEARING: NORTH 85'01'27" WEST BETWEEN FOUND MONUMENTS ALONG CENTERLINE OF SW 342ND ST AS SHOWN ON CITY OF FEDERAL WAY BOUNDARY UNE ADJUSTMENT NO. 02-102085-00—SU, RECORDED UNDER RECORDING NO. 20020731900009. i 2. LEGAL DESCRIPTION BASED ON SUBDIVISION GUARANTEE PREPARED BY FIRST AMERICAN TITLE INSURANCE CO., COMMITMENT NO.4209-1074564, DATED 07/20/2007; AND SUPPLEMENTAL REPORT 1 DATED 02/D6/08. 3. SURVEY PERFORMED BY TRAVERSE AND RADIAL SURVEY METHODS USING A 3 SECOND TOTAL STATION, AND BY RTK GPS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN WAC 332-130-090. 4. ALL FOUND MONUMENTS VISITED ON 6/26/06. 5. TRACT 'A' IS A PRIVATE ACCESS AND U11UTY TRACT AND IS HEREBY CONVEYED TO THE HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE THEREOF. 6. TRACT 'B' IS A STORM DRAINAGE TRACT, AND IS HEREBY CONVEYED TO THE HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE THEREOF. 7. TRACTS 'C' AND 'D' ARE LANDSCAPE OPEN SPACE TRACTS, AND ARE HEREBY CONVEYED TO THE HOMEOWNER'S ASSOCIATION FOR OWNERSHIP AND MAINTENANCE THEREOF. HORIZONTAL DATUM ASSUMED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 02-102085-00—SU. VERTICAL DATUM NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2200-07, ELEV. 385.24, AND NO. 2200-08, ELEV. 392.39. 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 2 ........ Certificate No. ................ RECORDING NO. VOL./PAGE 100' 50' 0 100' 200' 300, SCALE: 1 "=1 oo, PORTION OF SE 1 /4 OF THE NE 1 /4, SEC. 23, T 21 N, R 03 E., W.M. MON. CASE, DOWN 0.5', HELD r�,��TLJ IN MON. CASE, N. 1.81' do W. 0.79' PER (R2) S.W. W 1 H ST. DOWN 0.7' ` S85'01'59"E _ _ 660.59'30 I I I i I I I I I I Ii I I I I I I I L_I -- -- :- I 0 rnI I ----- - I Mn I I I co I � II 150.1V I S85'01'46"E �! I I 3 i co M I I r- r N 0.03' i Q I N85'01'40"W I N N 150.17' 1 I I N N 585'01'40"E / 3 I z I PARCEL B FWBLA 93-0005 r N 'rN. I REC. NO. 9310089001 o r` N I 04 C I in — 300.28' I 1 N85'01'33"W N I I I 30' 330.32' _ — 330.30' '- N85'01'27"W—BASIS OF BEARING _ 660.62' FND. TACK IN LEAD S.W. 34Zf�D ST. FND. TACK IN LEAD CALC'D PER 3 ROUND CONC. IN W CONC. IN WON. (R1) do (R2) ION. CASE, DOWN 0.7'. CASE, DOWN 0.5'. CONTROL SCALE: 1 "=100' W 340 T. SW 34 N� ST SW 344 ST z z 0 a M RESUBMITTED AUG 0 1 2008 VICINITY CITY OF FEDERAL WAY NTS BUILDING DEPT. *As$l�v,�� OLGA GIL (Northern Tacific A BURN29843 48TH WA. 9 001 Consuffing CEnoineers DWN. BY DATE JOB N0. tt0097 gs��9g4� CIVIL SURVEY • LAND PLANNING R. BOND 03/24/08 06123 L LAIM 413 29TH STREET NORTHEAST, SUITE C, PUYALLUP, WA 98372 CHKD. BY SCALE SHEET y—� 4 OFFICE (253) 770-3222 FAX (253) 770.052Z www.npcengineers.com R. BOND 1"=100' 1 OF 2 FCITY ederal Way SHORT PLAT NO. 08-100737- 00-- SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON i{ I I I I LOT C RI FWBLA 93 008900' EC. NO. I I I FROM N, 0.2' TO S. 1.0' I •� S85'01'46"E 150.11' n I I O.S.B.L.(TYP.) I N I w i ao I Nl Ao I CV I I I OZ I �- -I i -- -I I 3 .i wT C-X .1LOT 4 - j L 7.�FT. I N N rl 8,214 SO. IFT. ('� L13 L12 35TH AVE. SW I 35TH AVE. SW 1\ o r04 Ao'� o N LOT 3 N B.S.B.L.(TYP.) I I 20' B.S.B.L.(TYP.) 0.8' WIDE CONC. WALL W 6' L - - - -- - - - - -� t4 CHAINLINK FENCE UN IUP, 01 I I c \! FROM W. PROPERTY LINE VARIES FROM W. 0.4' TO W. 0.9'. -- _ - - 61.92' Cg --- • N8501-40"W • �� C�2 • -- -�^ I � 3 CS FWBLA NO- 02-10a322-000-0 900 001 RFC. NO. 20040608900 LOT 2 0 LOT I I LOT Y 1 I I LOT { : v� N C7 `V r� - - - --� LiJ I 20' B.S.B.L.(TYP. o �O r` N I I �- to N LOT 2 b;CSP 880002 0759 REC. NO TRACT 'D' / 779 SO. FT. S85'01'40"E (150.17' 146.16' N85'01'40"W 124.23' TRACT IN 8,123 SQ. FT. N85'Ot'40"W • 128.16' I .` i 30' 1 11 I I 3 I I I I 1 r I1 6-0 ► M c ►1 I I 384 N85'01'40"W C � 10.0 ASPHALT noivFWAY C13 ` _ 7.60, 0.56' (� C3 C2 I.- C I OD Oi l e- Z LOT 3` IN - _ J 1 B.s.B.L�- . j 7,261 S Al T. SW I- r I wl SHED TO BE i 00 13 i 1 I I� N1 REMO D I I 7,2 0 1. FT. Inc °gil 20' B.S.B.L.(TYP.) I T5,942 SO. FT.RACT T. w I N I I I 35TH AVE. SW 1 °f o) BUILDING TO N w I` I I 01 I ZI I w BE REMOVED n M T to I I I B.S.B.L.(TYP.) 388 ---- • 56.15' • 81.20' • N85'01'33"W I \ \ FND. 1IE13AR & GAP 390 N. 0.42 8t E. 0.13T IFROM CALC'D. I I LOT W LOT V I I I LOT 1 I N 7,201 SO. FT. 35TH AVE. SW S.B.L.(TYP.) I z 300.28' • LOT U I FWBLA NO. 02-102085-ou-:"" I REC. No. V0020731900009 I I 1 I RECORDER'S CERTIFICATE .................... filed for record this ........... day of .......... 20....... at ...... M in book .......... of ........ at page......... at the request of RICHARD A. BOND SURVEYOR'S NAME ........................................................................ Mgr. Supt. of Records 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 aWin to and City Statute and Ordinan20........ Certificate No. ................ TRACT 'C' Z N 879 SO. FT. ' ROAD E ICATT N ER REC. NO. L3 -68.50' X • L4" ASPHALT CE�DIST. FROM DRIVEWAY` S. PROPERTY LINE VARIES FROM N. 0.5' TO N. 3.0'. I LOT 76 I FWBLA No. 93-0008 ► REC. NO. gb062890 ► - 1 • 3RN N co N • O 3Uj N RECORDING NO. VOL. /PAGE 30' 15' 0 30' 60' 90' SCALE: PORTION OF SE 1 /4 OF THE NE 1 /4, SEC. 23, T 21 N, R 03 E., W.M. LEGEND )J & FOUND MONUMENT 0 FOUND REBAR do CAP 0 SET 5/8" REBAR W/CAP MK'D "NPCE LS40097" SET NAIL W/WASHER MK'D "NPCE LS40097" 04 WATER VALVE 10 WATER METER iS FIRE HYDRANT < INVERT t9 SEWER MANHOLE -o- UTILITY POLE - - -w- - --- APPROXIMATE LOCATION OF EXIST. WATERLINE - - -S - - --- APPROXIMATE LOCATION OF EXIST. SEWER LINE X FENCE B.S.B.L. BUILDING SETBACK LINE (5' UNLESS STATED OTHERWISE) 0 rn 00 M 1 ASPHALT DRIVEWAY GRAVE DRIVE .- CURVE TABLE CURVE RADIUS LENGTH DELTA C1 27 00' 14 64' 31'04'34" C2 7.00' 10.88' 3'04'43" C3 27.00' 3.77' 7'59'51" C4 1 32.00' 17.1 V 30'38'09" C5 40.00' 1 20.03' 28'41'35" C6 65.00' 32.55' 28'41'35" C7 35.00, 1 .39' 17*00• " C8 60.00' 7' 1'15'55" C9 3 . 0' 46.12' 82'34'27" C10 1 2.00' 4 .44' 81' 1' " C11 40.00' 5.45' 7'48' 3" C12 40.00' 14 58' 20'53'12" C13 65.00' 12.89' 11'21'51" C14 65.00' 1 .66' 17'19'44" LINE TABLE LINE LENGTH BEARING L1 4.00' N85'01'405F LZ 3' NO2'17'23"E L3 4.00' N85'01'33"W L4 10.01, N85'01'33"W L5 5.14' NO2"17'2 "E L6 6.71' N56'20'05"W L7 1 6.71' N56'20'05"W L8 7.64' N04'S8'27" L9 0.00' 85'01' 3"W L10 1 .77' N04'5' 7"E L11 20_00, N8 '01'33"W L12 II 1 .00' NS '01'33"W L13 10. 0' N '01' 3"w Xofthern Tacific Consuffing EngineersiD.. BY 40097 0 ;gf9� R. BOND CIVIL • SURVEY • LAND PLANNING L yUTifl 413 29TH STREET NORTHEAST, SUITE C, PUYALLUP, WA 98372 CHKD. BY 7-30- OFFICE (253) 770-3222 FAX (253) 770-0522 www.npcengineers.com R. BOND OLGA GIL 29843 48TH AVE. S. AUBURN WA. 98001 DATE JUb NU. 03/24/08 06123 SCALE SHEET 1 "`30' 2 OF 2 Uj Q J 0 SCA e. 1 inch = 20 ft 20 0 10 20 mi ( IN FEET ) SITE INFORMATION: 31029 22ND AVE. S. SITE ADDRESS: FEDERAL WAY, WA 98003 TAX ACCOUNT No.: 053700-0580 LEGAL DESCRIPTIONS - THAT PORTION OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W. M., RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE SOUTH 89'51'00" EAST ALONG THE NORTH LINE THEREOF 628.53 FEET; THENCE SOUTH 0'13'00" WEST 885.82 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 0'13'00" WEST 112.83 FEET; THENCE NORTH 89'34'48" WEST 298.46 FEET; THENCE NORTH 1'10'00" EAST 111.11 FEET TO A POINT WHICH BEARS NORTH 89'54'00" WEST FROM THE TRUE POINT OF BEGINNING; - - - THENCE SOUTH 89.54'0" EAST 298.54 FEET TO THE TRUE POINT OF BEGINNING; ALSO KNOW 4S TRACT 112 OF BARKER'S STEEL :E TRACTS, AN UNRECORDED PLAT. TOPOGRAPHICAL SURVEY EX BLDG FR T S ST I %Q b FIR')-K CED 14\' CED 6.8 FIR 20 WASHINGTON E FF k IW. EZ , TLxL , -,47V I X !N l�.DN"VAN 7ZlENCFI 1 - CED 16» l <`"_._ CED 16 CED 18' CED 16" ~ a� gg. 3f` c 3 CED al. SITUATED IN THE COUNTY OF KING, STATE OF FIR 12" 3 184.7 ENS NOTE: LEGAL DESCRIPTIr; . ` _ ' 0 t / Q THE ABOVE LEGAL DESCRIPTION AND THIS SURVEY ARE BASED FIR 1 8" FIR 18� o j un UPON STATUTORY WARRANTY DEED, FIDELITY NATIONAL TITLE, cr O 2-07032052 10 MAY 2007. \ �- / \o TITLE ORDER � S � � kco z \� , z FIR 14 CO) 00 ,. cox NOTES: „� �� �► R � � '� FIR 22 ���-� m 2 s, ` '� ti DEC 18" -P . ` 1J, 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY ACTUAL FIELD MEASUREMENTS. FIR 20" ,v ANGULAR AND LINEAR RELATIONSHIPS WERE DETERMINED WITH A NIKON DTM 330 4 FIVE SECOND TOTAL STATION SUPPLEMENTED WITH ASTEEL TAPE. ."FIR 18 DEC 30 ` t 2. THIS SURVEY WAS COMPLETE WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENT AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. a' 1 S PERFORMED IN JUNE OF 2007 ` t 3. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN 1 ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD 1 ` NOTES MAY NOT EXIST. 1 FIR 24 ` CONCEPTUAL SHORT PLAT IMPROVEMENT PLAN 31029 22ND AVENUE SOUTH FEDERAL WAY, WA 98003 PARCEL NO.: 053700-0580 j 0cr '07 DATUM: ASSUMED BENCHMARK: SSMH SANITARY SEWER MANHOLE RIM=498.19 INFRONT OF SITE (MC)=486.9( CENTER OF LID EL.=500.30 I` CB TYPE I Rlµ-497.12 IE S,Nj- -15 tr CONC IE�E)-495.55 8' PVC SD- ........................ . --- --- -- is � I o i 1 I { . I I � � I a . I i vY/©.� v�E Z!1 r �� i L Q 7S' /. 2 3 7-d ::::. :: o............'..'.,.:.....:.:.I i EX BLD'G WZ S-7AW-C i GARAGE 1 175S .FT. Q � <TD Bt .�'2`�'ll.1t��.b Z .... .......I I t o --= / 3 :.......{ Iw ..............{ I •: .. 1 f. ♦ `4. I ♦ . I/. r4.... 4....1 1..{CULVER —497.4 {.I .'.'.'.'. RI 500. 0 �. cl ..(Mi) 487,89 EX BLDG K 1, 261 SQ. FT. 21 0 ►-'.' ' ., .:.1 r4..:' a {....:..bi I;I of >1 U r 1 1 27.5' ......�'....� i _ _ 1 f3Q' ..'.... ..'1`� i f 1.6 :. .:' 3 t :':':'::-:':':':' I xI............{ SITE SU,e Y'EY .f'./: W11 PAt F!`Y€/VT 70 14�` 13 Ps 14�efZZ7 1A111D LEGEND ® SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEANOUT U❑ STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN f STORM DRAIN YARD DRAIN --� EX. CULVERT � GAS METER — ® — — — — POWER METER 46 EX HOSE BIB E-- UTILITY POLE ANCHOR -O- UTILITY POLE —OP— OVERHEAD POVER QQ POWER MANHOLE/VAULT _ ® POWER MANHOLE ❑ TELEPHONE RISER M�3 MAIL BOX C£ FIRE HYDRANT ® WATER METER DQ WATER VALVE e GATE POLE o — CHAIN LINK FENCE (CLF) ❑ WOOD FENCE (WDF) X WIRE FENCE (WF) CLUSTER OF TREES CONIFEROUS TREE DECIDUOUS TREE . SHRUBS S F" R SINGLE FAMILY RESIDENTIAL T. B . R . TO BE REMOVED � ROCKERY — — — PAVEMENT . r� GRAVEL ': �' • ::` CONCRETE FIR TREE CEDAR TREE MAPLE TREE 0 WALNUT ALDER COTTONWOOD °< PINE CHERRY RECEIVED HOLLY DOGWOOD OCT 0 5 2007 CITY OF FEDERAL WAY BUILDING DEPT. PORTION OF: SE 1/4, NW 1/4, SECTION 9, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. I \I...ano Pro jec 5 r CC/1',"Workir0 IPi^r jerC.�ts\ 0 7 f D 4 SP Kamaj ;c W€ 7 � `4T1 : 7i / C 7 ; .7 I� PDT y 1 — — r---- -- `-� ----- ' I . -i a-•- ~- i i I I I I i EXISTING SSMH#3 \ I I NINE-231_--- 8" PVC=374.67 , I ' W i �. 6" SEWER SERVICE I + Q I I 1 ! S-2.09: (MIN) 6" SEWER I \ I I .. Col CLEANOUT \ l I i i1 I I 1 E Is, w SMH #2 3+ .15 _ I _ �_ -. w ems. w w err•. w w "aer"eaw w w aurae �wwrr w w www w srrwr w w w w +r.+"wr w w saa.rraw w ` I ,, r — SMH #1 J L_I 380 3 NER s S WW W W W--'--�..— OUT S sn 2+00 i....... ` I1---- i o - SMH #4 ,: S s s- s---..-s s s - ----- SMH #3 .: SIDEWALK"' ;, �� :, :PROPOSED 5 '> I :. + EXISTING SSMH#2 + c, , RIM .384.82 6" SEWER 6" SEWER' SERVICE l '' y I`� ' + �' -- -} + 8" PVC=376.32 CLEANOUT ' S=2-:&. (MIN) 6" SEWER SERVICE d'� � r z:� � ••: ti ; �` i I � � 3�S 1 S=2.0% (MIN) r 6" SEWER - CLEANOUT fi.. •.•1`: 1 1 l vvJ l I6" In CIL 11 � w 46 i 380. \ o� oo DETENTION POND a+ 1 10 ' 6' _ 386 1 - 387- al- no w w s, ROW - w as r..r.rr w ana..r. SO so �� r •' � I ( IV Street Light Tables SL# TAG# GRID# POLE MH LUMINAIRE ARM SL.1 15' MH GREEN 15' 70W HPS GREEN CONCRETE COOPER DAYFORM SL2 15' MH GREEN 15' 70W HPS GREEN CONCRETE COOPER DAYFORM SL3 15' MH GREEN 15 70W HPS GREEN _ CONCRETE COOPER DAYFORM INTOLIGHT STREET LIGHT NOTES ALL STREET LIGHTING POLES ARE TO BE INSTALLED PER STANDARD 6375.4800 (page #2) IN THE "LINE WORK PRACTICES MANUAL". ALL POLES (WOOD, CONCRETE OR FIBERGLASS) ARE TO BE SET PLUMB AND EMBEDDED TO THE GROUND LINE MARKED ON THE POLE. BACKFILL AROUND POLE WITH 5/8" MINUS GRAVEL AND COMPACT IN 6" LIFTS. (PEA GRAVEL AND NATIVE SOILS ARE NOT ACCEPTABLE.) APPROXIMATELY 1 CU. YD. OF 5/8" MINUS CRUSHED ROCK WILL BE REQUIRED. THE DEVELOPER IS REQUIRED TO SUPPLY AND INSTALL PLASTIC (NON PAPER) STREET LIGHT TUBES (MINIMUM 18" DIAMETER) TO AID IN THE INSTALLATION OF THE STREET LIGHTING POLES. THE DEVELOPER MUST ALSO SUPPLY THE REQUIRED 5/8" MiNUS GRAVEL AT EACH STREET LIGHT LOCATION. IN ALL SHOEBOX AND COBRAHEAD INSTALLATIONS, THE LUMINAIRE MUST BE LEVELED. DEVELOPER MUST SUPPLY DURABLE LID/COVER AT EACH STREET LIGHT TUBE. Plan View Detail of Street Light Tube Wire Entrance /'' Street Light Slot , ./ Tube 5'-0" e_ �'--�- Side Side 45 � 3" x 6" Wire Entrance Slot r r Wire / Entrance Slot Position 3" x 6" wire entrance slot 45 degrees left or right from a One perpendicular to road- 45,x' way through center of tube. 45' I STREET LIGHT TUBE DETAIL FOREMAN (CHECK BOX WHEN COMPLETED) PSE EquiP"� 2&nraRQ utcn 3 Wak AMl@ftln2jbh§6ELCondhAxL Grid. Cable, and SwAtch members RWA ED 6 VERIFIED. Field Changes on Asbuk Material VERIFI andi� noted on Paperwork Company ID# s I� In owed loostlon on As-butlL Indicate correct FusE sizE on As-bLa & VERIFY doper PHASE, Correct OC Checldlat(e) renewed. (aviation noted on the As t A and doer reason. 0 I cerUty that the work performed meals PSE's standards and Iwoedtm and that an quaMy ra Wrarnenta we met. Foremen's Signature Pdrd Nome Deis PROJECT PHASE NOTIF# ORDER# PWR St Light CIC Relocation Removal X _ -.. A L N Project Manager Contact Information: STEVE AVIS 2064199-1514 Cell Phone "Locates Required" Yes ❑ No Ul "Outages Required" Yes [I No 14 NEW BUSINESS CORRECTIVE / 10 DAY WAIVED Street light tube set 2" below grade. 20" I 26" 18" - Minimum Vicinity map THOMAS GUIDE PAGE 744 E-7 Road Side Poles that are 15' MH use 4' tube. ATTN: 253-630-3945 office For contacts below dial 1-888-CALL PSE (225-577 ZZI00) 424-A 2 BUSINESS DAYS BEFORE YOU THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACIL REAL ESTATEIEASEMENT (PERMIT 3 FUNGTK)N 2 ACCOUNT MGR 1 ENGR-POWER REV# BY DESCRIPTION ENGR - GAS COUNTY KING Emer Sect Gas Wk Ctr POWER WK CTR SKC-SVC DRAWN BY CHECKED BY 1/4 SEC N/A OP MAP PLAT MAP APPROVED BY FOREMAN #1 U-MAP NO (POWER) OH CKT MAP JUGCKTMAP ICIRCUITNO NIA IFOREMAN #2 IMAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES CONTACT PHONE# N/A N/A N/A N/A N/A NIA � p GIL SHORT PLAT STREET LIGHT DESIGN ENERGY APPROX 3411135 AVE SW DESIGNED BY: IntoLight FEDERAL WAY, WA N/A - _ - N/A CONTACT _PHONE NO DATE Jim Kennedy 425-456-2978 Mike Hammon 425-456-2602 Mike Hammon 425-456-2602 11/26/09 N/A NIA NIA N/A N/A --- N/A INCIDENT I MAOP SCALE 1"=20' WITTED 2 8 2009 EMAIr w AY %W11 i vr- F'CD` BUILDING DEPT. )134 3 Ef � f I I f I i i I it ail i I I 8,213 SF t I f 7,932 SF I j I ' I 6' HGT. WOOD FENCE I I PER CIVIL ENGR I _ _ _ _ I ` ��► #3089000026 f LIMIT OF I WORK DAZ-+ 6' HGT. WOOD FENCE o PER CIVIL ENGR .1499f I I + S S 1 EHB 2 EHB 1 10 DAZ LY I RO I 7,260 SF� I I � I I I _. I ► i I I I I I ! ; 7,203 SF I I + I I 388 _. 387 #3089000040 - - ` - - `- - - -C I #308900038 � I #3089000036 I I I LANDSCAPE PLANTING PLAN 0' 10, 20' 40' 8o, ZI SCALE: 1 "=20'-0" NORTH BASE MAP FROM NORTHERN PACIFIC ENGINEERS; PUYALLUP, WA. TIME STARS: TREES 2" CAL. OR GREATER - NOTE: 3 STAKES PER TREE ALL TREES IN LAWN TO HAVE TREES E SA 13/ES " CAIL FOR SMALLER= 3 -0DIAMETER TREE RING 2" DEPTH MULCH PER SPECS. NEW TREE TREE TIES 19" RUBBER HOSE WN12 GALV. WIRE (DOUBLE STRAND TWISTED) TEMPORARY WATER BAR 4" BERM, FOR FIRST YEAR f cross 3 - LODGE POLE PINE STAKES - T LONG AFrER EQUALLY SPACED AROUND TREE 2� BELOW WE GRADE/ THTAPE 2" MULCH LAYER C AFTER SETTLEMENT TAPE UP TO BRANCH STRUCTURE g GRAD - SET TREE AT ORIGINAL DEPTH �` 2" ABOVE FINISHED GRADE 4" PERT PIPE SET 4" ABOVE FINISHED • P41PORTM GRADE TO BASE OF ROOT BALL 3 a pER N n' J STRIP BURLAP AND TIES BACK 12„ TppaOII, 1/3 FROM BALL CROWN ROMOTI, R. g gAD IMPORT TOPSOIL PER NOTES EXCAVATE AREA 2 TIMES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL ''_"R'•',T, PT A"I .NG DETAH. WITH PERF PIPE NO SCALE TWIST WM UNTIL TAUN' 3 SIDES ' '' �% .���lillillillilllilll�l r � s� 1 9.3 © ;iir' 950 SF LIMIT a OF :Li, RMS,uat► #3089000045 120% GUY SPACING TREE TIES M" RUBBER HOSE W/ 12 GAUGE WIRE (GALV.) . POSITION ROOT CROWN 12" ABOVE FINISH GRD- . 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPEC.) _4" PERF PIPE AT ROOTBALL BASE -FINISH GRADE DETAIL: CONIFER PLANTING NO SCALE ; TOP THIRD OF FROM BALL SUBGRADE W s CATCH BA PER CIVIL ri,>';w SHRUB 2" MULCH PLANT MATES LEGEND Indicates Drought Tolerant Plant Material Abrev. Common Name Botanical Name Size trees: EBB Pyramidal European Hornbeam Carpinus betulus fastigata 6' hgtJ]3&B OM October G1oryMaple Acer rubrum. "October Glory" 1.5" caL/B&B-Matched at 6' branch WRC Western Red Cedar Thnja plicata 6' bgtJB&B 1 '�C OA Oregon Ash Fraxinus latifolis 1.50' cal./B&B DF Douglas FIr Psuedotsuga menzdeslt 6' hgtA&B shrubs: DAZ Dazzler Chinese Holly Hex chinensis "Dazzler" 18" hgtJcont., Matched OG Oregon Grape Mahonis aquifoltum 18" hgtJcont., Matched ORR Orchid Rock Rose Cystus purpureus 18" hgt./cont. C ROD Red Osier Dogwood Cornus stolonifere 24" hgL/cont. White-RockRose Cistus hybridus 18" hgL/cont.. AC Nootka Rose Rosa nutkana IS" hgtJconL TYPE III LANDSCAPE BUFFER 10' MINIMUM WIDTH _W TIES FROM TOP OF ROOT BALL CONTAINERPLANT: SCARIFY SOILMIX I.ni�lllilll!rll4SIDES OF ROOTBALL MIN', D COMPACTED SOIL i►. MIN. 1 SHRUB I NOSCALE symbols/ground covers: CRS Creeping Strawberry Frageria chiloensh 1 galJcont. at 36" oc at triangular spacing DLY Day Lilly Hemerocallis "Ice Carnival" 1 gdJcont, at 24" oc at triangular spacing DETENTION POND EROSION CONTROL GRASS Hydroseed with "Country Green Erosion Control Mixture" from Country Green, Olympia, WA. 45% Perennial Ryegrass 45% Creeping Red Fescue 10% Colonial Bent Grass Seeding Rate:100 lb./acre After hydroseed lawn has established, Landscape Contractor to cut staight edge between lawn and mulch beds. Remove an over spray from hydro seed from mulch planter beds, dispose of debris off -site. SITE SPECIFIC NOTES O PROPOSED TREES. All proposed trees to be planted per detail with 4" perf. pipe for future hand watering of plant. 2 DETENTION POND. Rake smooth Detention Pond grade set by Civil Engineer. Remove all rocks, roots and debris greater than i" In diameter. Dispose of debris off site. Hydroseed per specs all disrupted areas. After hydroseed lawn has been established, cut straight edge, remove lawn from planter, dispose of debris off -site. APE CONSTRUCTION TRUCTION NOTES � 1. Owner to secure all necessary permits per City of Federal Way requirements. 2. All work performed shall conform with the City of.Federal Way, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above And below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-M5. 4. Landscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing debris from site. 5. Hold all plant material minimum 3'-0" away from building to allow for plant growth and maintenance around plant material. 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including roots. Leave subgrade In landscape areas minimum 9" below paving In shrub beds.. Remove all debris from site. 7. Provide minimum 6" depth 6040 mix from Paget Sound Topsoil (253) 833-0374 In all shrub beds. Scarify subgrade by rototilling and add topsoil on surface. Add additional topsoil as needed to contour shrub beds Including required berms. 8. After hydroseed lawn has become established, Landscape Contractor to cut staight edge between lawn and mulch planter beds. All lawn irrigation heads to be in lawn areas, minimum 3" and shrub irrigation heads to be In shrub planters. 9. Provide minimum 2" depth fine blend hem Sr mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within 1" of top of all curbs and walks. Slope all planting beds to drain. 10. Provide one (1) year warranty for all plant materials and workmanship. 11. Verify an quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 12. All plant materials to be specimen quality with full, symmetrical trunk and foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17--7-12" plant granules by Scott. Install 2 cups per tree larger than 311, 1 cup per tree less than 3110 1i2 cup per 5 gal,, V4 per 2 and 1 gal.,118 cap per 6" and 4" pots. Place at base of plant after mulch has been installed. 13.Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not dyn;A or If heavy clay soils are evident contact landscape architect. 14. FIII all planting beds to within 1" of top of all curbs and walks. Berm all planting beds to drain. 15. Asphalt to be removed 3" from behind extruded curb In planting beds after paving Is completed and before plant material is installed. 16. Owner to provide hand watering of all plant material for minimum two years to establish plant material and root development. + � PLANT CENTER 4'C �_..- ROW O SPACING AS NOTED ON PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ FINISH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS-) FINISH GRADE BACKFILL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, A.SLA P.O. Boa 1442 Maple Valley,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail - lauch gbethuneassociates.com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LAUCHLN R BETHUNE CERTIFICATE NO. 462 REVISIONS 1 Revised per David Lee, City of Federal Way.- Letter; 09/12/08. LRBA/LJL-10109108. GIL SHORT PLAT 34111 35TH AVENUE SW FEDERAL WAY, WASHINGTON LANDSCAPE PLANTING PLAN JOB NO. #28141 SCALE:1"-Zo'-0„ DATE: 07/29/08 DRAWN: UL CHK: LRB COPYRIGHT 2009 SHEET L-140, F 1n _ __.---------------- -� 61.91' - - 1 I 1 i 1 1 BOO O 0a000 lJ316�1) W 1 �1 N I �1 1 ---------------------�� IN ' ` 7,260 SF 1 I 1 BUILDING SETBACK usgo g000��0 1 (TYPICAL) I 1 1 I 1 56.15' r - - - - - - - - - - - - - - - --------------� I I I i I I a000OOo4��Oogoooo4 I I Z 0 N NOTES: 32' MIN ) RADIUS) 1. THESE DRAWINGS ILLUSTRATE TYPICAL APPROVED FIRE APPARATUS ACCESS TURNAROUNDS. THE SIDE ACCESS DESIGN MAY BE RIGHT OR LEFT. (LEFT DIRECTION SHOWN) 20 MIN 2. ALL DIMENSIONS ARE MINIMUM REQUIREMENTS. 3. OTHER SHAPED ACCESS TURNAROUNDS ARE AN ACCEPTABLE ALTERNATIVE TO THOSE SHOWN PROVIDED THE DESIGN MEETS THE MINIMUM DIMENSION REQUIREMENTS SHOWN ABOVE. 4. ALTERNATIVE DESIGNS BY APPROVAL OF THE FIRE MARSHAL. 5. MINIMUM ROAD WIDTH SHOWN DOES NOT INCLUDE ANY SHOULDER DIMENSIONS OR CURB DIMENSIONS IF REQUIRED. r 32' MIN RADIUS GIL SHOR T PLA T SE 114 OF THE NE 114 OF SECTION 23, TO WNSHIP 21 N, RANGE 3 E. W.M. I I I 885W4VE 77.4' 1 ° �0000 O�oO000��� 1 1 BUILDING SETBACK rn 1 (TYPICAL) C.31 4 1� 8,213 SF _------..- - ------------ IN 10' I '; �• it 15011' Izz , -----.-----•---•-.--------.-.------------•� 72.71' I / GRAPHIC SCALE 0 10 20 40 � I wi! ;t 1 1----- I o ' �' t 1 inch = 20 feet -� I I t I I I I wI Ni I 1 - - �� 7,932 SF NI 0�0 ---- -- ---------�- --- { I 10 NJOooOL��------ 1 20' I• 1 I t I 1 =82734' 52" 1 R_327, 1 , 1 d=2 R=601 �16 20 GUTTER PROPOSED CURB & 1 L=22.28' 1 W PROPOSED LIGHT / POLE d-20'53'12" 1 EXIST. FENCE R=40' I d=92�40'57" 1 R=27 ' 1 L=43.68 �// LANDSCAPE TRACT / t ;l " , = 8'41' 35 R=50' 6�,7� d-28'41'35" PROPOSED ROADWAY, o ROW OEDICAn N --� 41 't L-25.04 R=50'L-25.04' 175.2 � 38, 6 )r to 4 i l :;:. _3 g R 7: _ P♦?.OPOSED 5 SIDEWALK TYP: I =10.43 L d=1719'52" 67.61' 6430' R=65' 1 LJ L=19.66' d=11'21'43" d=81 1902" ., R=65' d=BT 19'03" :A ►Y, I 20' R=32 L=12.89' L=41.15' M w I L=45.42' Vt-i. W t N 2C BUILDING SETBACK 1 tL 17' (TYPICAL) 2 PROPOSED WC 1 Wto : I - Sri. 7,230 SF 1 �': 1 jj STORM DRAINAGE V ' 00 i t TRACT o m W W / 5,950 SF Q ; p p v 1 p W CL En 1 I ����Qp J�V�Q I I I 80-41r----�.�-- --.�--��- I I 30028 ROW DEDICATION #30=90003= #3Q=9�000J36 #30=9©00045 5' 10' 10' a O 7�! 20' 7-5 MINIMUM SECTION LOCAL .25' CLASS B .17' CSTC .42' CSBC INFILL CUL-DE-SAC SBCTTON Y NOTES THIS STREET SOMION MAY BE USED AS A PRRIARY VEHICULAR ACCESS FOR RESIO0HW. DEVELOPMENT FOR 5 TO 12 LOTS (YAIUN 12 UN17% WHEN ALL OF THE FOLLOWIW CONDITIONS ARE MET: 1.7 H=� EA901ENT 0 PRNATELY OWNED AND MNNTNNED BY ALL PROPERTY OWNERS WITH RIGHTS TO SAID EASEMENT. OR BY ASSOCMTpN 2. THE NGIIfSS/OGRESS EASEMV IS LESS THAN 15O' IN LENCK & IF THE HEIRESS/EORFSS EADAW 0 GREATER THAN 150' N LENGTH FROM THE APPROVED FIRE APPARATUS ACCESS ROAD. THEN SOUTH KING FIRE AND RESCUE ADMINISTRATIVE POLICY 10.0006 SHALL APPLY. 4. FREIMES WILL. BE REQUIRED TO BE PROVIDED PER CITY CODE AND THE FIRE I AWS 5. PROVIDE TURNING WAX AT THE ENTRANCE TO THE PUBLIC RIGHT OF WAY FOR FIRE TRUCKS, GARSAOE TRUCKS. ETC. (NOT LESS THAN 32-FOOT AND A 40-FOOT OUTSIDE RADNS.) 6. *STALL STREET LIGHTS N ACCORDANCE TD CITY STANDARDS. 7. F THE STREET HAS POTENTIAL TO 800011E A THROUGH SIREET. AS DETERMINED BY THE PUBLIC WORKS DIRECTOR, THEN IT WOULD HAVE M STREET BE A PUBLIC RICFIT OF WAY. AN MEET CITY STANDARDS FOR PAVEMENT WIDTH, CURB, GUTTER, SIDEIWWK, LANDSCAPN0, AND LX* 6 F THE ACCES 6 OFF A PRNCPAI. COLLECTOR OR ARTERIAL STREET, AN APPROVED TURN -AROUND SHALL BE PROVIDED. PROPOSED ROAD NOT TO SCALE 68' MINIMUM SECTION PRINCIPAL MINOR COLLECTOR .30' CLASS A .67' CLASS A .50' CLASS A .85' CLASS E .50, CSTC .50' CSTC .50' CSTC OR OR .30' CLASS A .30' CLASS A .85' ATB .70' ATB 2 LANES + BIKE SEMON 0 35TH AVENUE SW TABLE OF CONTENTS SHEET 1 SITE PLAN SHEET 2 TESC & DEMOLITION PLAN SHEET 3 FRONTAGE IMPROVEMENTS SHEET 4 GRADING. ROAD AND STORM PLAN SHEET 5 DETENTION POND SHEET 6 WATER PLANS SHEET 7 SEWER PLANS SHEET 8 NOTES & DETAILS BASIS OF BEARINGS BASIS OF BEARING: NORTH 85'01'27" WEST BETWEEN FOUND MONUMENTS ALONG CENTERLINE OF SW 342ND ST AS SHOWN ON CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 02-102085-00-SU, RECORDED UNDER RECORDING NO. 20020731900009. HORIZONTAL DATUM ASSUMED PER CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. -1 2 02085-00-SU. VER �- �_ >tA► L DATUM u M NGVD 29 BASED ON CITY OF FEDERAL WAY BENCHMARK NO. 2200-07, ELEV. 385.24, AND NO. 2200-08, ELEV. 392.39 LEGAL DESCRIPTION THAT PORTION OF LOTS 5 THROUGH 6. INCLUSIVE, AS THE SAME ARE LOCATED IN HANNON'S HALF ACRES, IN SECTION 23, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUI'.;E 16 OF PLATS, PAGE 28. IN KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF LOT 1 AS LOCATED IN SAID HANNON'S HALF ACRES, THENCE NORTH 85'01'59" WEST 300.26 FEET TO THE NORTHWEST CORNER OF SAID LOT 1, THENCE SOUTH 717'27" WEST 240.23 FEET TO THE NORTHWEST CORNER OF SAID LOT 5 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 85' 01'46" :AST 150.11 FEET; THENCE SOUTH 71723" WEST 1Z.12 FEET; THENCE SOUTH 85'01'40" EAST 150.17'EET TO THE WEST MARGIN OF 35TH AVE. S.W. AND 7HE NORTHEAST CORNER OF SAID LOT 7; TEENCE SOUTH 2'17'23" WEST, ALONG SAID MARGIN, 1.7.13 FEET TO THE SOUTHEAST CORNER OF SAID LOT !; THENCE NORTH 85'01'33" WEST 300.28 FEET TC THE SOUTHWEST CORNER OF SAID LOT 8, TWENCE NORTH 717'27" EAST 240.23 FEET TO THE TR(E POINT OF BEGINNING. (ALSO KNOWN AS PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. BLA 93-0005 IN THE CITY OF FEDERAL WAY RECORDED UNDER RECORIING NO. 9310089001). PROJECT SPECIFIC INFORMATION PROPOSED LAND USE: SITE ADDRESS: PARCEL NUMBER: NUMBER OF DWELLING UNITS: ZONING: COMPREHENSIVE PLAN DESIGNATION: BUILDING SETBACKS: SINGL FAMILY 34111 35TH AV:NUE SW 309000005 5 RS 7.2 SINGLE FAM.Y HIGH FRGYT = 20' FRONT CORDER- 10' FEAR=5' SDES - 5' MIN. LOT AREA - 7,203 SF MAX. LOT COVERA(E = 60% MAX BUILDING HEIGHT 30' PARKING SPACES PER LOT 2 GROSS ACREAGE: 1.24 AC APPROXIMATE AREA OF SMALLEST LOT: 7,200 SF PROPOSED SOURCE OF DOMESTIC WATER: TACOMA PUBLIC UTILITIES PROPOSED SOURCE OF DISPOSAL SYSTEM: LAKEHAVEN UTILITY DISTRICT PROPOSED STORM DRAINAGE SYSTEM: CITY OF FEDERAL WAY VICINITY MAP NOT TO SCALE CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER (Note: All Items may not appear on drawing) Proposed Sanitary Sewer Manhole Existing Sanitary Sewer Manhole Proposed Storm Drain Manhole 0 Existing Storm Drain Manhole Proposed Cleanout e Existing Cleanout 0 Proposed Water Meter 19 Existing Water Meter t9 Proposed Water Valve N Existing Water Valve oa Proposed Fire Hydrant Y Existing Y Fire Hydrant Yf Proposed Catch Basin (type 1) Q Existing Catch Basin (type 1) Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type II) b� Power Pole Power Pole w/guy qb Light Pole Proposed Boundary'ZLine Existing Property Line - - - Proposed Sanitary Sewer Line -S- Existing Sanitary Sewer Line ---S--- Proposed Storm Drain Line -SD- Existing Storm Drain Line --SD-- Proposed Waterline -W- Existing Waterline --W-- Proposed Gas Line -G- Existing Gas Line ---G--- Proposed Power Line -P- Existing Power Line ---P--- Proposed Telephone Line -T- Existing Telephone Line ---T--- Grading Ridge Line -R- Finish Contour -90- Exist. Contour --90-- Stream or Ditch Flowline -� • •> Fence Filter Fabrip- F it n Clearing Limiis Monument Rebor & Cap O Section Corner Existing Aspw&t Proposed Asphalt Concrete Building or Structure i c � ' yN Gravel CONSULTANTS OWNR OLGA GIL 29843 48TH AVENUE SOUTH AUBURN, WASHINGTON 98001 (253) 941-5995 ENGINEER NORTHERN PACIFIC CONSULTING ENGINEERS 413 29TH STREET NE, SUITE C PUYALLUP, WA 98372 OFFICE (253) 770-3222 CONTACT: BRANDON MCDOWELL SURVEYOR NORTHERN PACIFIC CONSULTING ENGINEERS 413 29TH STREET NE, SUITE C PUYALLUP, WA 98372 OFFICE (253) 770-3222 ( CONTACT: RICK BOND IT zg�x 0 ww" Sy Qg, �Z } Z CC a W Uj J W I.L. F.. Ujs■i� U. 0 V V L;.i J O O 00 00) Z LO W 0) n0� Lo ♦� V LZ z Q �1 0) Q 011. ..J O 00 �Z04 INt M 00 M cV Q OO v Z n - o z O1 Z � N UOZ a a o �V Z N N F Q � LL*d N = T to N V • �i > 0 Ln 3 3 � w U W Q � rx c% yo � x - N > N O C.7 W L-- Q W i W 30 W Q 0o m= = a m U m 1=- O O W m a Y W W > I O 2 UFn N Z to w CL u.i a pXN w CIO zz N _ CO 0 ® (0 o L,UtLLiIiV' t L.ci_il i LAIXub .;Arz %y r.L,&xn 0' 10' 20' 40' 80' SCALE: 1 "=20'-011 BASE MAP FROM NORTHERN PACIFIC ENGINEERS; PUYALLUP, WA. NOTE: ALL TREES IN LAWN TO HAVE T-0" DIAMETER TREE RING W] 2" DEPTH MULCH PER SPECS. TEMPORARY WATER BAST 4" BERM, FOR FIRST YEAR AFTER INSTALLATION--•1 2" MULCH LAYER AFTER SETTLEMENT FIN H GRAD j4" PSRF YIP TOPSOII�. PERNOTFA W3E F RII ROOTBM& 7 TREE STAKES: TREES 2" CAL. OR GREATER- 3 STAKES PER TREE TREES 13/4" CAL, OR SMALLER= 2 STAKES PER TREE NEW TREE TREE TIES 112" RUBBER HOSE GALV. WIRE (DOUBLE STRAND TWISTED) 3 - i nnGR POLE PINE STAKES - T LOnG 2" ABOVE FINISHED GRADE 4" PERF PIPE SET 4" ABOVE FINISHED GRADE TO BASE OF ROOT BALL —STRIP BURLAP AND TIES BACK 113 FROM BALL CROWN `---- IMPORT TOPSOIL PER NOT1S EXCAVATE AREA 2 TEHES DIAMETER OF ROOTBALL. MINIMUM 12" TOPSOIL AROUND ROOTBALL TRrT, PT.JANT1=1N�!- DETAH.'9VITH PERF PIPE NO SCALE 120% GUY SPACING 112" RUBBER HOSE W112 GAUGE WIRE (GALV.) POSITION ROOT CROWN TWIST WIRE 12" ABOVE FINISH GRD. UNTIL TA 2" MULCH LAYER AFTER SETTLEMENT (MULCH TYPE PER SPEC.) ROOTBALL LL S ROOTBALL BASE 60' 45•�. r FINISH GRADE ' .�, , ��Iilllilllil1111111111 AFTER INSTALL. DETAIL: CONIFER PLANTING - NO SCALE solL Mr OF 4"� BA KFII.L SUBGRADE .. Mw'` SHRUB 2" MULCH B&B PLANT: REMOVE BURLAP & ' TIES FROM TOP OF ROOT BALL f kl r� s CONTAINER PLANT: SCARIFY ia.. SIDES OF ROOTBALL COMPACTED SOIL MIX SUBGRADE MIN. DETAIL: SHRUB PLANTING NO SCALE PLANT MATERIAL LEGEND [ndicates Drought Tolerant Plant Material kbrev. Common Name Botanical Name Size we -es: CUB Pyramidal European Hornbeam Carpiaus betulus fastigats 6' hgt./B&B OM October G1oryMaple Acer rubrum "October Glory" 1.5" ca1JB&B-Matched at 6' branch WRC Western Red Cedar Thuja plicata 6' hgtJB&B OA Oregon Ash Fraainus latifolia 1.51' caL[B&B DF - Douglas Fir Psnedotsuga menziesii 6' hgt./B&B 1hrubs: DAZ Dazzler Chinese Holly Ilea chinensis "Dazzler" 18" hgtJcont., Matched DG Oregon Grape Mahonia aquifolium 18" hgL/cont., Matched DRR Orchid Rock Rose Cystus purpureus 18" hgt./cont. ROD Red Osier Dogwood Cornus stolonifera 24" hgt./cont. White Rock Rose Cistus hybridus 18" hgL/cont.. Nootka Rose Rosa nutkans Is" hgL/cont. symbols/ground covers: CRS Creeping Strawberry Frageria chiloensis 1 gal./cont. at 36" oc at triangular spacing DLY Day Lilly Hemerocallis "Ice Carnival" 1 ga]Jcont, at 24" oc at triangular spacing DETENTION POND EROSION CONTROL GRASS Hydroseed with "Country Green Erosion Control Mixture" from Country Green, Olympia, WA. 45% Perennial Ryegrass 450/6 Creeping Red Fescue 10% Colonial Bent Grass Seeding Rate:100 lb./acre After hydroseed lawn has established, Landscape Contractor to cut staight edge between lawn and mulch beds. Remove an over spray from hydro seed from mulch planter beds, dispose of debris off -site. SITE SPECIFIC NOTES PROPOSED TREES. All proposed trees to be planted per detail with 4" perf. pipe for future hand watering of plant. DETENTION POND. Rake smooth Detention Pond grade set by Civil Engineer: Remove all rocks, roots and debris greater than 1" in diameter. Dispose of debris off -site. Hydroseed per specs all disrupted areas. After hydroseed lawn has been established, cut straight edge, remove lawn from planter, dispose of debris off -site. LANDSCAPE CONSTRUCTION I NOTES 1. Owner to secure all necessary permits per City of Federal Way requirements. 2. All work performed shall conform with the City of.Federal Way, landscape and irrigation requirements, codes and specifications. 3. Locate, protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call before you dig at 1 (800) 424-M5. 4. Landscape Contractor to maintain site until Final Acceptance. Work to include weeding all beds, mowing lawn, and removing debris from site. 5. Hold all plant material minimum 3'-0" away from building to allow for plant growth and maintenance around plant material 6. Clean subgrade by removing all undesirable vegetation including grasses, weeds, blackberries, scotch broom and poplar seedlings including root: -Leave subgrade in landscape areas minimum 9" below paving in shrub beds. Remove all debris from site. 7. Provide minimum 6" depth 6040 mix from Puget Sound Topsoil (253) W-0374 in all shrub beds. Scarify subgrade by rotodl ing and add topsoil on surface. Add additional topsoll as needed to contour shrub beds including required berms. 8. After hydroseed lawn has become established, Landscape Contractor to cut stalght edge between lawn and mulch planter beds. All lawn irrigation heads to be in lawn areas, minimum 3" and shrub irrigation heads to be in shrub planters. 9. Provide minimum 2" depth fine blend hem fir mulch to all planting beds. Mulch from Sawdust Supply, Kent, Washington. Fill all planting beds to within 1" of top of all curbs and walks. Slope all planting beds to drain. 10. Provide one (1) year warranty for all plant materials and workmanship. 11. Verify all quantities shown on the plant list and plans. If discrepancies exist between the graphic representation and the numeric totals, the graphic representation shall rule. 12. All plant materials to be specimen quality with full, symmetrical trunk sad foliage, unless otherwise noted. Fertilize all plantings with "Osmacote 17-7-12" plant granules by Scott. Install 2 cups per tree larger than 311, 1 cup per tree less than 311,1/2 cup per 5 gal.,1/4 per 2 and 1 gal.,1/8 cap per 6" and 4" pots. Place at base of plant after mulch has been installed. 13.Insure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drm;n or if heavy clay soils are evident contact landscape architect. 14. Fill all planting beds to within 1" of top of all curbs and walks. Berm all planting beds to drain. 15. Asphalt to be removed 3" from behind extruded curb in planting beds after paving is completed and before plant material is installed. 16. Owner to provide hand watering of all plant material for minimum two years to establish plant material and root development. E • &-.. — PLANT CENTER 13�7. Row SPACING AS NOTED ON PLAN (TRIANGULAR) SET PLANTS @ ORIGINAL DEPTH @ WffSH GRADE, PRIOR TO SPREAD MULCH. 2" MULCH (TYPE PER SPECS.) FINISH GRADE BACKFTLL SOIL MIX (MIX PER SPECS.) EXISTING SUBGRADE DETAIL: GROUND COVER PLANTING NO SCALE FOR SUBMITTAL ONLY NOT FOR CONSTRUCTION USE Lauchlin R Bethune Associates, Inc. ASLA LANDSCAPE ARCHITECTURE & PLANNING, ASLA P.Q. Box 1442 Maple VaHey,Washington 98038 phone: (425) 432-9877 fax: (425) 432-9878 e-mail: Iauch@bethuneassociates.com www.bethuneassociates.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT LAUCHIM R BETHUNE CERTIFICATE NO. 462 REVISIONS 1 Revised per David Lee, City of Federal Way - Letter; 09/12/08. LRBA/LJL-10109108. GIL SHORT PLAT 34111 35TH AVENUE SW FEDERAL WAY, WASEUNGTON LANDSCAPE PLANTING PLAN JOB NO. #28141 SCALE- 1 "=201-0" DATE: 07/29/08 DRAWN: UL CHM LRB COPYRIGHT 2008 SHEET �s b I I I I I I I x OOogg00000g I �CONST LIMITS (TYP.) SILT FENCE (TYP.) �CQ�oj)00000 00300000.Q00 EX��NG R = 25' MIN: INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4"-8" QUARRY SPALLS AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 12" MIN. THICKNESS 1 � I I , -�- — —------------------- I + I I i +. Oo00000 OOo�g00000 PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA TEMP. CONSTRUCTION ACCESS DETAIL. NOT TO SCALE 0 u 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (e.g., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETEN11ON FACILITIES, UTILITIES, ETC. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CONTINUOUS LENGTH OF SURVEY TAPE (OR FENCING, IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. i GRAPHIC SCALE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING 1I AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND 0 10 20 40 ADJACENT PROPERTIES IS MINIMIZED. 1 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM 1 inch = 20 feet EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (e ADDITIONAL SUMP PUMPS RELOCATIO / / 1 -- f ;i oZ I i "-}-' (n" ✓VGA i �. �_I0^�.^i �1, �, * — i.. . 77, u, ui k II �; TO BE 1, � G FENCE :3 � w` ISov m .MOVED ( ) h o i • a I /j jcn/ 00 380.46 � , 000 OD 64 00 � � � , �` %� ' M M t M M Mt7 D POND Q fi w 1p SHEET 5) 1 w x ,j IWING —FE-voCE TO BE," REMOVED--'-'� X y , / k, I EXISTING POWER POLE MAY' NEED TO BE RELOCATEDon �I w Oo o 00000�0 OFOASPHALT EDGE JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC -� l 6' MAX. I i MINIMUM 4"x4" TRENCH U BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED / 2'x4" W000 POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FENCE DETAIL NOT TO SCALE •9• N OF DITCHES AND SILT FENCES, ETC.). 6. THE ESC FACIU71ES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPT. 30). 7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (e.g., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8 ANY AREA NEEDING ESC MEASURES THAT TO NOT REQUIRE IMMEDIATE ATTENTION SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY EIGHT (48) HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT FLOW CONTROL FACILITIY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. Z, WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DDES INSPECTOR. THE DDES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. NOTE: ALL EXISTING DRIVEWAYS, STRUCTURES, AND UTILITIES ON SITE ARE TO BE REMOVED OR RELOCATED. CONTRACTOR TO COORDINATE WITH CITY OF FEDERAL WAY, WATER, SEWER, POWER, GAS, CABLE, AND OTHER UTIUTY AGENCIES AS NECESSARY PRIOR TO BEGIN OF DEMOLITION. POU PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER MIN. 2" LARGER THAN DEWATERING ORIFICE. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294. 2:1 MAX. SLOPE 21 ' MIN. I SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE NOT TO SCALE ..•►17 L L = THE DISTANCE SUCH THAT POINTS CAP PROVIDE ADEQUATE A AND B ARE OF EQUAL ELEVATION STRAPPING CORRUGATED METAL RISER WATERTIGHT Z COUPUNG TACK WELD 1 6" MIN. L_ N 18" MIN. } CONCRETE BASE �-- 2X RISER DIA. MIN. TEMPORARY RISER DETAIL NOT TO SCALE 3.5' MIN, CHECK DAM NOT TO SCALE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB MIN. DIAMETER AS PER CALCULATIONS ALTERNATIVELY, METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATION B 2"-4" ROCK W W a = 3 a Do o I m X a m U m = o Z Z m Y m 8r 3 NN w a� ►-- 0 h- O U Q 392 38E 384 38( 371 37; 0 1 1 0 jo i o i of 1 o I o GRAPHIC SCALE \ f 0 10 20 40 I i � f - \ I Vertical Scale 1 Inch = 4 feet Horizontal Scale 1 inch - ZO feet I DRIVEWAY f I PROPOSED LIGHT POLE 1 --- I I i - 1 - .- � ---------- PROPOSED CURB AND GUTTER (TYP.) - _. CB#6 END CURB do GUTTER \ \�\�� ���\ � �. \ .\�\�\ \\� \, \\ � \��•M.' �\� \•-mac\ -:a.I� k�-* . lo�j \ \-.�\;\�-.-\ may,-\\��-, \\ \ �\o \\� \\\ . \ . . .. . \ �oo o\ \ . �� o\ � - � I•; LI��. o\ \ � \� \`� \\ \ o \ Iki.. �+.- .. � \-'\tee-M••- ..._.. 33 LF 157 PVC STORM PIPE S-0.25% DISCHARGE TO EXISTING DITCH INSTALL RIPRAP IE-378.5 EXIST. FIRE HYDRANT 0� O U - m 00 W M U ......................•....... _••-•-•-----•••_-•-•-•••-••............ _.............._..................... Co =------------•---- Z---.-.----------•----•------•:------------• 0 - - U ui 00 Cf U m m + O : : j W m o ao U . Iq Q.__... ci ....... ...................•_. -•••••.....-••-..---- _I-f. . O _ EXLS?ING GROUND U M AT CENTERLINE Z m O W --------------- --------------- •--•-.................................................. ...................... •}, ls....................._--•-- -___ `- Q __ II CL _EXISTING WATERMAW _-------- I' '- i '________--_____________ O - II p _---- --------_ I I II -----_--•-- --_--- - ------ ---------------- ---------------=--- - 19LF. a5"..PVC .... ............ �__ -- I I _ i _ II .. _......... L .L. -- _ - _ (EAST) .........................;_..._............. 5�0.25X (WEST _ S 0.25 : I I` 9$6LF 15 PVC" S f.25�'--'---`---- G:x ----- - -- ---------- ----____ _ -----_ --------------- EXIST1No ��_`__--_-__ - I I _ I I : ---- - _____---_____ ---- --- S=WER PIPE `-_----- ! :----_______ ----- ----------- i I I : '- ------_ STA:5+47.18.17'R---------- 1_---- - - - _ : I 1 ............................ _ ` _ _ ,� _ti - .� .........:.... . .... 'STA3f43.5i? '17'Ti CATCH BASIN 5.' E=iF-------- 8" �EKER PIP ------ I I ' ............. .....• - - ` - _ - RIMs%,�85 pp : `-'--`----- �- ! ------ CATCH BASIN 3861• I IE�3 9- : STA:5+18.63=1+01.71-------1--L____EXI_STING g SEWER^PIPE'______---- _ IEM378.5839 EXIST. SEWER MANHOLE ------_ ___----__--__ ` RIM=384.8t : IE=376.32 (CC) STA:4-+33.88 --____ `-------_ IE=376.42 (OUT) - EXIST. SEWER MANHOLE ..... .....•........................•_R1M.C.7)8-2..o-t._.-------_.-..-.--------------------------------..--...:---------------•_.-.... • ------ = IE=37:4.67 (W RECYCLED OR TIMBER 1/e' LAIN. TFNOl01ESS AUAMMJK MRIOR SIDE OpAPlfStONB_1/r Gmim DDUEMMOMS� Phi _ 6+00 1• CHAMFER 4 SOM lei mcp •_::r = ' rXS"X4'-O• 1/2' GXVANM ErE =W ANO NUT. PEEN MT, Im CNAN1 ANNHOREDN AC TTVV NOTES: 1. RECYCLED PLASTIC BOLLARD SHALL BE WHITE. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE (ACA. CCA, CZA) IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 9-09.3 OF THE WSDOT/APWA STANDARD SPECIFICATIONS. TOP 5- OF TIMBER SHALL BE PAINTED WHITE. 2. STEEL TUBE SHALL CONFORM TO ASTM A53 GRADE A. 3. NUTS, BOLTS, do WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 5. CONCRETE SHALL BE CLASS 3000. S. MIN. 50" SPACING ON TRAILS LESS THAN 10' WIDE. 60" SPACING ON TRAILS 10' OR WIDER. BOLLARDS NOT TO SCALE 392 388 384 380 376 372 3+00 3/8" EXPANSION %f JOINT - 1 /2" RADIUS 2" CRUSHED SURFACING TOP COURSE f` VARIES PLANTER STRIP SIDEWALK r AS REQUIRED - FOR CURB & GUTTER USE DETAIL 3-4 \_ FOR CURB GUTTER 2" CRUSHED SURFACING TOP COURSE USE DETAIL 3-4 SIDEWALK NOT TO SCALE 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. 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 DNA. PLUS CATCH BASIN WALL. THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SLOES. WITH MAX. IMAM. OF 208. KNOCKOUTS MAY BE ETHER ROUND OR 'D" SWIPE. 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 SWILL 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 LOTS REFER TO WSDOT/APWA STANDARD DWG. 81-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL 6" EXPANSION JOINT 5" *� 0.0�Fr./FT. - - -• - = -"- CEMENT CONCRETE r - 1•' :� • .r . SIDEWALK '• NOTE: TOP OF UP AT DRIVEWAYS. NEW CEMENT CONCRETE CURB & GUTTER NOT TO SCALE 1 /3 BAR "OOP 2 /3 BAR "OOPS /3 BAR EACH CORNER /3 BAR 04H SIDE FRU E AND CM►TE s a• � a• t e• RISFR S0C11ON s• 1\2• f 12• R' M SECTION /3 BAR EACH MY PRECASr OW SEMHE ATTHE CATCH BASIN TYPE I NOT TO SW PERMIT N0. XX-XXXXXX-XX DATE O _ W .. W O ai .. O w W C W W = W O W o t- 3 o = U 0. °d y t•- 4 o ��o0(LD) �o�g000��� r------ I I I �: 39: 38 38 38+ 37 1 1 385-- 1 1 LOW POINT ELEV = 385.24 :HIGH POINT ELEV = 386.32 LOW POINT STA = 3+01.25 MGH POINT STA - 2+32.17 LOW POINT ELEV = 384.15 = PVI STA = 2+95 = PVI STA = 2+28 LOW POINT STA = 1 +36.11 s-------------------------------------------------------•-------:---............................ PVI..EL:EV.FlF 385.01._._.._........--------:----• PVI ELEV 386.68 ----.._........................................................ PVI-STA-'---1+50--------------------------- ................... A.Q. = 4.00 A.D. _ -6.00 PVI ELEV 383.95 = K == 12.50 50.00' VC K = 8.33 = 50.00' VC A. D. 4.50 K = =11.11 = t---------FlN1SH GROUND -----o 0° o----------------------_-. M + (6------------------------------- o 50.00' VC ._.._........-----== -•---•-•--•-•---- ....._..�._.........._... .... AT CENTERLINE M N M N co M N OD � O M U Li I V U U V + `'" M + 04 : 00 EXISTING GROUND AT CENTERLINE v >W U > 0° >�� vi w : '' M m 3--------------- =--•--------------------•------......= .........-.... :._._.... W .fu--• ........._...=.. ._... :......_..._.._.... 1.509e f--------------------- -2.50-' 3.50 ------------------ . --- ------------------------------- - -- :--------------- ---- _ - ---- -__------- ---- -�.00� 1 _................. _.._..... ......._. _ ...•. ----- ...........----.:........................._.._..--•-••-----•-_--_.. .....------•--••--• R_....... : 26L� - s=1.7745 [V .....PVC 12" .PVC s'•0 --------------- ......................... ................ ............... ............................ ........ ........ ........_............................................... ........................ .... --- -- ------------ .... - - 32LF 12 PVC S=0.5x STA:3+01.21 CATCH BASIN #4 E 1 : STA:2+7 .2 : ...........................------------- ---------------....._......_..----------.------ MA ,3g� 1 ...... RE��i$l.$ rATCH-SMN. TYPE .I ..............----------• SfA:1 +81...................... ..........._......... -- ........................................... STA:1+3 RIMM�385�24 IE, 382.55 E I CATCH BASMIN:382 .11 CATCH BASIN (TYPE 1 : 3 fE-Al Z��EdtS) g 1E=1381.30�1{W) 396 392 388 N 380 376 GRAPHIC SCALE 0 10 20 40 Vertical Scale 1 inch = 4 feet Horizontal Scale 1 inch = 20 feet PERMIT N0. XX-XXXXXX-XX W W N 2 W O o J Lai C W H = W O O I 0� � U Q 4+00 3+00 2+00 1+00 APPROVED DATE , e►�tW +wrwrt�sl�.eW►wrltrrrrr.wWrWNAM WsrWWww , CBf2 'MITI ; 7 Itlttl►S ` a , f. S SDS twrir�r5 I _w ill N I. DOL LAR b 1 � 32LF 1 PVC S-O.5X t / FLOW C OL 12 WIDE GATE STRU R :., -------------------- 1 I - /---__-� I - l; /; r l/ 1 I- - - - - - ---_ ' 1 1 I 1 f 4 rl 1 t ! i I � 1 CL.' I / , CB S% 09 I 81 Q Obi .. k f -{ O jMML �J_ a POND OUTLET I IE-380.96 Kalil ob co Coll 6' HIGH CHAIN LINK P(1�) 1 I E. FENCE (TYP.) ; I -____.____- I 1 jo�, 1 I 1 i I I .• ` I ---Act, - i I � '_-_--•--.----••--_•------- - - - - - - - --_---__''__--_ � MWS=384.4$ - 386 1 _ 387 E3 I ICL r rnr. r I• •r r rr r r rttsar r rsa•M r �r r r � 1 � / %` / / / DETENTION VOLUME REOUIRED: 7 384 CF DETENTION VOLUME PROVIDED: 79494 CF CONTROL STRUCTURE --TOP WIDTH OF BERM EMERGENCY EXISTING GROUND ---•-- • ........................................................... ••••............... -- - - _FKESOARD- __ ---_ - --`------ _ _ _ __ - MAX WATER SURFACE "' _.....t-- --... ••-•- -_ _. ._- _ __ --_ ELEV:=384.46 ----......------ 3.0 DEEP DETENTION POND `'7 ----- -------------- ELEV_381:46•_______________--'S, ---- PROPOSED•OROUND---•-••••------_----- --.•.-•---.-.--•-•--••---•.-3_..46 _.__..-................................. • ..................... 1' SEDIMENT STORAGE -----•_----'---------------------•--- ----_--------____-__-_--_____•_...._ . X-SEC AmA NOT TO SCALE OVERFLOW WS OVERFLOW WS POND DESIGN WS v ELEV.-384.38 l DEBRIS BARRIER - - = SEE FIGURE 4.2.1.D L6* SEDIMENT STORAGE W.S. ELEV.-384.38 SECTION a -a NTS m GRAPHIC SCALE 0 5 10 20 1 inch = 10 feet MIN. 2/15 MIN. F ACCESS ROA! 2! F-a cc ~� C4 t:• •2 t _-• +� OVERFLOW ELEV. TO PROVIDE z DETENTIONS& OIL SEPARATION _' • . =.. SEE NOTE 10. IE-383.71 -" ORIFICE D1N.=1.46" PIPE SUPPORT(S): 3" X .090" 1'-O" a •i• MIN. _ OUTLET PIPE INVERT ELEVATION PER PLAN IE-381.46 RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED. NOT NEEDED IF ONLY FOR OIL POLLUTION CONTROL. IE-379.46 ORIFICE DU.=0.80" REMOVABLE WATER- TIGHT COUPLING PLATE WITH ORIFICE AS SPECIFIED BERM - 1 EMBANKMENT EXISTING - - - - T - GROUND PROFILE - - A MAXIMUM ELEVATION -J------- KEY, IF REQUIRED 10-YR W.S. SECTION A -A NTS CIRCUMFERENCE LENGTH OF OPENING SIZED FOR 100 YR FLOW FRAME/GRATE FOR SECONDARY INLET. PROVIDE VERTICAL BARS IN FRAME 4 O.C. (OTHER FLOW SYSTEMS ACCEPTABLE IF APPROVED BY DDES) SEE ALSO THE SEPARATE OVERFLOW STRUCTURE SHOWN IN FIGURE 5.3.1.0 ES -- - - - - - - EXISTING GROUND - `-- --� _ ~�'-_. --------------------•----••---_-_____------•-•--_---____-_________•_-----•------•--•-•--•--___-••--- • •-- -• - - -•...-•••----------------•-•---•-••--••-••-••.� - - - - -�_ _ ------_ MAX WATER SURFACE ! -- ..: '_ F-1.Q'..FREF.BOAEu2 ... - • - - - - . • . • "'-"--------.�_.----------------ELEV_-384_46 ---- - - 3:0' DEEP DETENTION POND �� ...................•••---•- -_. ---_ - _- _ ----- ._.._--•EI.EV.=381.46•.._..- '_"--------------.:..:::.:.::-:.:.'_:' OPOSEIT GROUNt7 ELEV.=380.46 .............. 1' SEDIMENT STORAGE XmSEC B=IIIIIIB NOT TO SCALE w ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 do _ 2-023. •'i- - ' EMERGENCY OVERFLOW SPILLWAY 1'. """'� •- MAX. W.S. ELEV.-384.46 FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME do COVER ELEV. PER PLAN. STEPS OR LADDER. SEE DWG. NO. 2-006. 3• t.rrterr `t _ INLET PIPE OR PIPES ; • mesa •!1 CV -, r 16 I LATCH BASIN-TYP„E„_? DIAM. AS REQUIRED SEE DWG. NO. 2-005. BALLAST 48' 0 - JI-:- - -. r =� • _. (5EE NOTE 8) INLET PIPE (SEE NOTE5 5 * G) i - 8 % 1210 HOPE CUTLET STUB (SEE NOTE5 5 ► 6) MANHOLE STORMFILTER - PLAN VIEW 1 1 30'0 FRAME CONCRETE AND COVER (STD) GRADE RING (SEE NOTE 4) CLEANOUT GATE: SHEAR Q GATE. SEE DWG. NO. 5TEP 2-026. Mr)Iff � i� INLET PIPE HOPE OUTLET (SEE NOTES 5 t G) RISER WITH 0 SCUM BAFFLE 4'-N MIN C (see Noce n STORMFILTER CARTRIDGE (iYP) (SEE NOTE 2) ' BALLAST r (SEE NOTE 8) Z Z INVERT ELEV. PER PLAN L IE-381.46 HET T -Dsr ; • z•n . �� UNDERDRA • 5EE DETAIL 2/2 MANIFOLD N �1 W O MANHOLE STORMFILTER -SECTION VIEW La. A jj`//�� J THE 970RANiAttt MANA6eM[NT `•�i/ '`r+ w z O seo..nrtm- Lu U.9. FATENT No. 5,322,G29, N•. 5,7%,527, No. .G27,639 No, 6,6T.M U., Ne. 5.624,5 N O�Lte t'ONTEL?f AMnw•,►/:OWIbTR AND oPATE T5 AND e, PATETli9 reN01NG PRECAST 48" MANHOLE STORMFILTER V V srom T R _ PLAN AND SECTION VIEWS 1 ui STANDARD DETAIL FLOW RESTRICTOR I OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP-T) NOT TO SCALE NOTES: 1- PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 54" MIN. DIAM. 4• PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5• THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7• THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 8" MIN. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 10. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. GENERAL NOTES I) 5TORMFILTER BY CDNTECH STORMWATER SOLUTION5; PORTLAND, OR (800) 546.4667; 5CAR80R000H, ME (877) 907-8676; LINTHICUM, MD (866) 740.3318. 2) FILTER CARTR)DGE(5) TO Be SIPHON -ACTUATED AND SELF-CLEANING. STANDARD DETAIL 5HOW5 MAXIMUM NUMBER OF CAPTRION 5FTE 3) PRECA50T MANHO MANHOLE TO BE CONSTRUCTED I. ACTUAL NUMBER REQUIRED To Be N ACCORDANCE VATm A5TM C475 OR IN DATA DETAIL REFLECTS DE51GN INTENT ONLY, ACTUAL DIMEN51ON5 AND CONFIGURATION OF 5TRUCTURE WILL BE 5HOWN ON PRODUCTION 5HOP DRAWING, 4) STRUCTURE AND ACCESS COVER5 TO MEET AA5HT0 H-20 LOAD RATING, 5) 5TORMPILTER REQUIRES 2.3 FEET OF DROP FROM INLET TO OUTLET, IF LE55 DROP 15 AVAILABLE, CONTACT CONTECH STORMWATER 5OLUTION5. MINIMUM ANGLE BETWEEN INLET AND OUTLET 15 45•. 6) INLET PIPING TO BE 5PECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECA5T MANHOLE STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND 5AND COLLAR. EIGHT INCH DIAMETER OUTLET 5ECTION MAY BE SEPARATED FROM OUTLET 5TUB AT MOLDED -IN CUT UNE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DONM5TR)`AM PIPING TO DE MADE U91NG A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, A5 REQUIRED. COUPLING BY PERNCO OR EQUAL AN PROVIDED BY CONTRACTOR. 7) PROVIDE MINIMUM CLEARANCE FOR MAINTENANCE ACCE55. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECN 5TORMWATER 5OLUTION5 FOR OTHER OFTION5. 8) ANTI -FLOTATION 5AUA5T TO BE SPECIFIED BY ENGINEER AND PROVIDED 15Y CONTRACTOR, IF REQUIRED BALLAST TO BE 5CT AROUND THE PERIMETER OF THE STRUCTURE. 9) ALL STORMFILTEF3 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 30'0 FRAME AND COVER (5TD) MANHOLE STORMFILTER - TOP VIEW i1 OUTLET SAND COLLAR V RISER 12.0 OUTLET STUB •• 1L' MOLDED -IN CUT LINE /-- 8.0 OLITLET STUB .,•.. ` OUTLET PIPE ••' , •., (BY CONTRACTOLU COUPLING (BY CONTRACTOR) (SEE NOTE 6) BALLAST GROUT (5EE NOTE 8) (BY.CONTRACTORI THE STOW"TER MAN-wT MANHOLE STORMFILTER - OUTLET DETAIL 2 ENT No U.9. PATENT No. 5,322.629, No, 5,7%,g27. No. 6.027.639 av1..�w., Fyn �1��, M'0 OTNER V.9. ANp Iprpi(N rnttNrs reNvnl6 PRECAST 48" MANHOLE STORMFILTER TOP AND SECTION VIEWS, NOTES AND DATA 2 OWTI0 STANDARD DETAIL PERMIT NO. XX--XXXXXX--XX Q 11 C) 00 O u) Z =a° wZ 1 a a=� J o~� M w u, N ML'�v 00m N� 4 z z d z Z H a Qo z E= N C a I� c • N M 4 e CL •!'r > oreh-3 ad ZLn N 3 M L- ; rA w V o 940 • y Q o _>('4 (J U � }} {n w w ©� 4 w a N Z 3 p w = Q m W W 3:0 V w © m m w > it w w a b) tL- W F O I o ... 39! 391, 381 3& 30 37 1 I 1 .1 I� � I I � --------------` 1 1 LOW POINT ELEV = 385.24 :HIGH POINT ELEV = 386.32 LOW POINT' STA = 3+01.25itGH POINT STA - 2+32.17 LOW POINT ELEV = 384.15 PVI STA = 2+95 PVI STA = 2+28 LOW POINT STA 1 +36.11 PV. ELEV = 356.68 .. _ . _ : :._......_.. :---••••...PVI..0".-=..385.G1....................... ELEV PVI STA:= i+50..._..._._._._.._....,.. .. - ... A.D. = 4.00 : A.D. _ -6.00 : PVI ELEV 383.95 K _= 12.50 K = 8.33 A.D. = 4.50 50.00' VC 50.00' VC : = K = :11.11 CID 00 O Sp O OCo ----- .............. ........................................ ................. 50.06' VC FINISH--GROUND-----------------a--.-------------------------t .------- ca. ,n n. AT CENTERLINE +Ui N 00 N 00 N ,°�° n 4 � 0 M uj to �j .- 00 N (/) 0 U.J U U U U + 00 EXISTING GROUND 0 v > v � � m cii w : '� : AT CENTERLINE 2, � : °D 8 = U vi • • = :....................... ....•....._.. .. ............................... _i-_- -- >>-------------- .......-_ ............ W V ------ -2.501.509 � ---------------- I :--:-- 3.50 ---•--•--------------•- � i........................ ---•-•---••-•-• -•--•-_-•••---- .....-.......... .....--..._............ •_---.._ .................... ...STA:3+54 90BEND W/ 2" BLOWOFF 66LF 8" DI WATERLINE 166LF $ D! WATERLINE _.. 5~ BEND► :............•-••_...._ •----•15`TE W I E ........ ...................• :------...--•--•• ".....3:;......---••-•-•--...... % 22.5' BEND HYDRANT ASSEMBLY : {{ STA:1 +11.46 i r 1 i _ ` - _ --_ -_-- ( i✓ - ( i CONNECT TO EXIST. WATERLINE i G - -� 137LI" 8" PVC 5=0.61; 8"x8'x8" TEE i i STA:3+56.11 SEWERMANHOLE 4 STA:3+i8.51 ETA,-2t87:77---.---- :.....--"-------------"-"-_.............:......--•-"----.--"..-........._...._._.............------......-•"--......-- :--................. S...-._...-•----••.----•---•-".:.............-.4 RIM=385.92----.---g€WER'1�IANNOL€-#3--------._...-•-:--•-----•j- SEWER MANHOLE #2. - IE=378.29 (OUT) : RIM=385.42 - 1 RIM=385.31 : : STA:1 +48.57 IE=377.99 (IN) SEWER MANHOLE # 1 : STA:1 +01.71=5+ 18.63 IE=317.89 (OUT) : 1E=377.71 (IN) EXIST. SEWER MANHOLE : IE=377.61 (OUT) RIM=384.32 !E=376.79 (IN) : IERIM= 8 (CC) !E=376.69 (OUT) IE=376.42 (OUT) 4+00 3+W [ttxw i tw GRAPHIC SCALE 0 10 20 - 40 Vertical Scale 1 inch = 4 feet Horizontal Scale 1 inch = 20 feet CONNECT TO EXIST. WATER LINE CONTRACTOR TO FIELD VERIFY EXIST. WATER LINE LOCATION & DEPTH PRIOR TO CONSTRUCTION COORDINATE WITH CITY OF TACOMA FIELD INSPECTOR 396 392 388 384 380 376 AI H w 1 av o Z �►i,Z CL0 O mj W L6 0 U V 0 F" 0 0 0 00 Z Lo 0)=00) WZ I aV)ICY) 00Lo M d' Z N 00 m rn= NQ Va � z O� z z N �N° z V V y �ti./ d Fat d V a • H N a0 C tW) N � us W o BC z w v_ O • ac a. u. H MJ 0 s y Q ' N V } m= W W o� w W N o o: W _ = O m W w v -i w V m= j 0.. ¢� w W N FW- ¢n 00 O 0 O w 00 0 N r _ V,). H•+ Q m -0 JAN 2 8 200 PA 11 F, %. ,_� i ► /,i /, i, 385 t366 I A S - ' __ ' �' ;�' �� /; fi GRAPHIC SCALE { 0 10 20 40 , \ \ Q --_______ - ---y ------------- a ®g0000�� + r A / r Vertical Scale 1 inch = 4 feet X,•; r Horizontal Scale 1 Inch = 20 feet EXISTING SSMH#3 --� _FBI ut=_3$�,�Z_ - - 8" PVC=374.67 \ i� ' � l i � /' •' / I '"J / i 1 6" SEWER 6" SEWER SERVICE CLEANOUT S=2.0% (MIN) i I ' 6" SEWER SERVICE CLEANOUT S=2.07b (MIN) s. �✓ SMH 1 If; i / / " I � I i do .r r � ��W � err .r ppiv, r , , .•.._ ... ► � ram,, /1 / �'i J / j'Q // SMH #1 S 6 SEWER w w ..�...._..�,.....w+: _.___....v-.........a.�� w 1 w z' , a, " ` r Uj, I CLEANOUT S SD 2+00ROD a '� - -) SMH,y• _.•. ,. SMH #3- s. : PROPOSED 5' SIDEWALK' '� 3 3 3 38 37 3 G SSMH#2 EXISTIN 6" SEWER 6" SEWER SERVICE i �I E I A RIM=384.82 " CLEANOUT 1/' , :{ PVC=376.32 S-2:0% (MIN) 6 SEWER SERVICE S=2.0X (MIN) , / T/ i8 J. i� { �. i 6" SEWER r } CLEANOUT ILLI it �) r 2 I I m UJI 00 00 W I DETENTION f IX a ;/ /0. jAOND i /4 YiJ/1 1; $.' , L` • 38 ', 10'387- _ i 4' LOW POINT' ELEV = 385.24 :HIGH POINT ELEV = 386.32 LOW POINT STA = 3+01.25 HIGH POINT STA = 2+32.17 LOW POINT ELEV = 384.15 PVI STA = 2+95 : PVI STA = 2+28 96------------------ -------- ---._ _-_---W..ELEV.=__385,01-______--__-__.__._......__.-PVI ELEV s 386.68 = LOW POINT STA = 1+36.11 - • PVI- STA :_ -1 +50 ---------------------------------------------- A.D. = 4.00 = A.D. _ -6.00 PVI ELEV := 383.95 K 12.50 K = 8.33 = 50.00' VC = 50.00' VC A.D. T 4.50 = K = =11.11 : 50.00' VC : s2 -----------------------------------------------------FINISH--GROUND ------ <> .00 o to o_ °° M-•- �. _.... --.-•-_._.......•. •••--------...... --••-•--..._....._ - AT CENTERLINE N + _ - _ to ♦ U N 0 N M N rn LO 00 : p M M : M + d N N Uj V ... 00 EXISTING GROUND = v v v 0 m y "� : AT CENTERLINE v v 8 ................. -----------= ------------------------------------------- ---------- ----•-••••••• _••---....-•-••-••_....- _.-_..-_.....•---.....•---•-•---••--•-.•-•---• _. :. = 1.50% : .-2.50% ----------------- -- ------------------- __�--------------- ---- - ---------- --------------------------- -- 3.509Q_ 84 ------------------ --•.-- ._:... --- -- •---...._._..----•-.---....• .- ----- .._....--•----•-•----.:.._....-----•-•...._.._....-------•-------._._..._ .� _...-`'.... _----- -LOOS-------___ __------•-----___ ••--------•-•------- --................. - - ! I' 30LF 8" P/C S=1.0% 29LF 8"PVC-SQ0.6% ! { 137L F 8""; PVC 5 0.6% ! + SEWN TA 4 45 } SEWER MANE& 3 - A:2+87 EW 2-----•-----•--......---.._...---•--••--------•-•-•-• _..__.... RIM=385. 2 _ S R MANH-------------------------•-- ._...__.-.....__.. IE=378.29 OUT) : RM=385.4 IEs377.99 N) IE=37� 711 .31 (IN) - = SEW�aMAN96 1 : STA:1 +01.71= +18.63 IE=377.89 (OUT) : IE-377.61 (OUT) : = RIM=384.3 : EXIST. SEWER MANHOLE IE-376.79 rN) : IE 76 4. (CC) = IE=376.89 (OUi) : IE-376.42 (OUT) 00 to M 00 00 00 to to M ,0T vv Z+tom 1+00 396 392 388 384 380 376 CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-424-5555 UTILITIES UNDERGROUND LOCATION CENTER LAKEHA VEN 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 quanities 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 Manoger/District Engineer Date Operations Date This construction plan will expire one year from plan topproval dolg6jLanstructign hag not W � W H _ W 1= m 3 W C9 w U 'J W 00 ID 0 W � Q H L W a y W 0 00 00 o o w OD z N w �-- w. V) 00 CO t0 m m 9, 8 20091 EULD li141..i LA�LF--:P I . awl fTamm" MANW" rawc ALraftrliVC WrATM00 or T' v#C. covITt ow LAOTlIJt LAKEHAVEN- UT11JTY DISTRICT STANDARD NOTES FOR SEWER CONSTRUCTION 1. ALL ELEVATIONS ARE BASED ON KING COUNTY AERIAL SURVEY VERTICAL DATUM. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD PLANS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," NOVEMBER 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT. 3. PIPE MATERIAL SHALL BE PVC ASTM D3034 SDR 35, F-798, OR EPDXY LINED DUCTILE IRON ANSI/AWWA C151 /A 21.51. 4. MANHOLES SHALL BE STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, 1 INCH GALVANIZED DROP SAFETY STEPS OR - POLYPROPYLENE SAFETY STEPS (PART NO. P-14938, MFR.-LANE INTERNATIONAL CORP.) AND 1 TO 5 ADJUSTMENT RINGS. MANHOLES LESS THAN EIGHT FEET (8') DEEP, IF ALLOWED, WILL BE CONDITIONED UPON PASSING SPECIAL REVIEW. 5. MANHOLE COVER SHALL BE CAST IRON, WITH THE WORD "SEWER" CAST IN TOP, WEIGHING 140 TO 150 POUNDS, WITH SINGLE 1 INCH LIFT HOLE FITTED WITH 3/4"x 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RESTRAIN THE NUT AND A FLAT WASHER ALLOWING FOR 1" BOLT TRAVEL. LIDS TO BE 25" DIAMETER. 6. MANHOLES LOCATED WITHIN PRIVATE EASEMENT SHALL REQUIRE LOCKING LIDS, UNLESS OTHERWISE APPROVED BY THE DISTRICT, AND SHALL BE ACCESSIBLE BY THE DISTRICT'S CLEANING VEHICLES. 7. CONCRETE COLLARS REINFORCED WITH WiRE MESH, PER DISTRICT STANDARD CONSTRUCTION DETAIL, SHALL BE INSTALLED FOR ALL MANHOLES NOT LOCATED IN PAVED AREAS. 8. MANHOLE CHANNELS SHALL BE SMOOTH FINISH, NO LESS THAN PIPE OUTSIDE DIAMETER IN WIDTH AND NO MORE THAN X INCH OVER PIPE 0 UTSIDE DIAMETER. SIDE CHANNELS SHALL BE CURVED TOWARD MAINLINE TO PROVIDE FOR SMOOTH TRANSITION BETWEEN INLET AND OUTLET SEWERS AND MINIMIZED TURBULENCE. THE CHANNEL SHALL CONTAIN THE FLOW WITHIN THE CHANNEL FROM THE UPSTREAM SYSTEM. MINIMUM SLOPE ACROSS THE CHANNEL SHALL BE 1 /10 OF ON FOOT DROP. CHANNEL MATERIAL SHALL BE SHRINK RESISTANT GROUT MIX, 6-SACK AND 7/8" ROCK. 9. MANHOLE SHELF SHALL BE BROOM FINISH, SLOPED �h TO 1 INCH PER FOOT. 10. PIPE ENDS SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE AND ALL ENTRANCES SHALL BE MUDDED AROUND THE PIPE. 11. NO JOINT FOR FLEXIBLE PIPE SHALL BE WITHIN 10 FEET OF THE MANHOLE AND PIPE SHALL BE CONNECTED TO MANHOLE WITH PVC MANHOLE COLLAR -RUBBER -BOOT COLLARS ARE PROHIBITED. 12. NEW MAINS CONNECTING TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL 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. 13. TRENCH SHALL BE COMPACTED PRIOR TO TESTING PIPE AND SIDE SEWER STUB(S) SHALL BE AIR -TESTED AT THE SAME TIME AS THE MAIN LINE. 14. COMPACTING OF ALL TRENCHES SHALL BE 95% FROM BOTTOM OF EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. 15. SIDE SEWERS SHALL BE AT LEAST 2% GRADE, EXTENDING 12 FEET INSIDE PROPERTY LINE WHERE THE SEWER MAIN IS LOCATED IN PUBLIC RIGHT-OF-WAY, OR TO THE EDGE OF THE DISTRICT'S EASEMENTS, LOCATED 10 FEET FROM THE LOWEST PROPERTY CORNER ALONG THE SEWER MAIN, CAPPED AND MARKED BY WHITE 2"x4" POST LABELED "SANITARY SIDE SEWER" SIDE SEWER STUB SHALL BE PLACED AT A DEPTH ADEQUATE TO SERVE THE PROPERTY IN QUESTION. 16. SIDE SEWER STUBS SHALL BE SINGLE SERVICE, EXCEPT WHERE APPROVED BY THE DISTRICT. MAXIMUM FINISHED FLOOR DIFFERENTIAL SHALL BE INSTALLED IN THE SIDE SEWER FOR THE STRUCTURE AT THE LOWER ELEVATION. A CHECK VALVE SHALL ALSO BE INSTALLED FOR ANY STRUCTURE THAT HAS A FINISHED FLOOR ELEVATION LESS THAN OR EQUAL TO 1 FOOT (1') ABOVE THE MAIN LINE MANHOLE RIM ELEVATION SERVING THE STRUCTURE. 17. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE THE CONTRACTOR STARTS ANY EXCAVATION. utvex nr Troo low tm VAIM r U300100 stagW Pam W"M AS rf61 M 8" 14M NOrt TO tMlLT Ars"M !P►C1r`WAMW HI,* M,00 ri"" aaAI, naa• awn .-7 V/AM -f ..N. of IRTvtst A[EIi r r X Sr it RLOe7tti� Aarr9�Ert. aex tart a tetbv. AS AM no rwrr•t i' .. NOR K%= 1,AMf A CMU911. "Ir. rASPx • a. act +ems r KUW SIDE SEWER STUB NORMAL INSTALLATION 1$'t AND SMALLER MAINS wear+ own n r !ti► ttlC K'4RR: 1 rt X I Kivu 1S2i VON cowromovuft tat amnn R!T#&AATM Kim- AMJA'[ nA !LPT - R !�[. ACrKA t[t�trt aJsz K nowsom sm AMRt t 1n"* AM a" X LnT VON$ sr CIOML - to +s•, Anot suarc *c sc trrTtareo x T++t slaw ARMi"r M M W" FOR ow "PC KVW MOM 80"fca tat sm wRRs SIDE SEWER STUB ALTERNATE INSTALLATION 18i' AND SMALLER MAINS VM t jaMmA U PW"MM PM UK » At A3.TMfIN OUWW Tat oaR�at A1! *A= ae sat•M *aMK aw L s d Ms IC. aRAVQ earn STANDARD PLAN SS-0-7 LAKEHAVEN UTILITY DISTRICT KING COUNTY 1NASFVNGTON SANITARY SERVER SIDE SEWER STUB nATF Mm SANITARY SEWER SIDE SEWERSTUB ` SCALE NT5 NOT TO SCALE c;.u:(:rK A PPA L�UrT flri�R�� c CLEM CUT im i r i iE i TUT TEE 100.1Nx ; o CLEAN" AT PROP LINE Al --------__ _-- - ------------ --- - sTOE sETAEA sTua BLKDMl6 Smut ixEv+ our supmz L. k- AT PROP UKCL EM � J sEwER WA size VARIER PLAN TYPICAL SIDE SEWER INSTALLATION Tao War CLEAN our sm t CCU" SHM 2 OF 2 aTM in 52un MOO I etaeanc FOUPOMON -STANOW S RrACE � #SM� 2'WN ECTEMOR WALL ram--• �� s � - oNE surr cxbAN otnour s� � :.r ••„�, •. O PROPERTif LMtE f0V 70 NOTE FOR 4'WIW OR e'ki'sf- SEaER lflloi slffi s SLAPE Alb IMUF71YL vM faR SB OLE CLEW %ffixma sm 2 OF 2 MIEQUI lE71ig an MOW SHW PROFILE TYPICAL SIDE SEWER INSTALLATION SIDE SEWER CONSTRUCTION NOTES 1.) When possible, design b Aditlo wwage collection system to exit the building on the side nearest the side sewer stub connection point. 2.) Slope side sewer at 2% minimum slope. 3.) Maximum of 1 t3t3' between Two Way dean out assembles. 4.) For joining ABS to PVC pipe, use PVC Adaptor. 5.) For joining PVC to Cl pipe use Romac coupling with stainless steel band damps, or equal. 6.) pipe material to be as specified in "Section 4 of Sanitary Sewer Specifications". 7.) Bedding and backN material to be as specified in "Section 3 STANDARD PLAN SSS-01 of Sanitary Sewer Specif eflons. LAKEHAVEN UTi UTY DISTRICT 8.) Trench Wdth to be Pipe Diameter + 6" ea. side of pipe. KING COUNTY WASi MNGT©id 9.) Cleanout spacing span be per requirments of the UBC TYPICAL BUILDING and the 'Lakehaven Utility District Standards for Gravity SEWER INSTALLATION Building Sewer Installation". __ T`OOA4 t�Al emp"MOM an A-rfr rM AWWZATE SM) VAN" ♦' SELOV TOP OF TAM" fctTm - OAK MGM 4• 0Da1RM Ct-(JTA1C !!' NA7QNlJA 'i.i-GR� RSti<d! TAPER ste"O" SECTION VOO E FfAtcS AT THE L WA`MW VO" OM rW CMIWT ORµ v= to VN[RE Ofltfi = wrc and ZT T"E CTITilIEE1L MANHOLE FRAME COLLAR K Oct Accemsa, G LEIS It x MRAILa OR 00"G OMY ft" t. AT UPTOW Or PU WACT1oIfP E=7f 7V%T ALL STM IN ^W VANO .0 VWL K %WLAA. MANHOLE STEP twT wwwl QW t-vas "M Sri t�TTtim mum IPb' oft %J*XK VW nx t>�e 1G t tSTE16 . •PRIVATE www FOt PRTYAT[ TL4iR x.sT%xn �y LT CAST WJI WM PAT TERM TOP VKv i I �- sever eurtlen IMst�rr, IorTm VXV tVi[M ArRac+rR[.c. WE « , ...... strtiT. 1rAONtM[! AM GNUS v/CaM1tLAC�[ am 1 t OUT ee-v+r COVER PLAN �'' �--� tM DWZM ME 00PROX M IOTM L CAST= a. 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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 pion aconstruction-Ms o H 3 W W P- ..o o J W }3 w W ir- W 00 i C z N o 4 N Z 3 m Y W m Q N F- H o 1 CITY OF `7EDEt } L 5U''1 1k1143 D" .