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07-103416 (2) GeoDatum Inc 1505 NW Mall Street Issaquah,WA 98027 SURVEY-CIVIL-STRUCTURAL (425)837-8083 King County, Washington Technical Information Report For: Son Short Plat 2312 South 288th Street Federal Way, WA 98003 GeoDatum Project No. 2006-061 sp � �� ,' �► 21 37 Revisions: 5,rCd LEE oc WAS /r_ Date Description tt 1. 3319O ZONAL ITA i Nlxt _517{061Pi Prepared by: Cheryl Lee Girard, PE 'ECE1VED JUN 2 2 2on7 CITY OF FEDERAL WAY SON SHORT PLAT, FEDERAL WAY - TIR SUILIP. I 1D'2'PT3 6/22/2007h7�RlC7 lJ'C� • GeoDatum lA SURVEY-CIVIL-STRUCTURALL Table of Contents Section 1 -Project Overview Section 2-Conditions and Requirements Summary Section 3-Off-site Analysis Section 4-Flow Control and Water Quality Facility Analysis and Design Section 5-Conveyance System Analysis and Design Section 6-Special Reports and Studies Section 7-Other Permits Section 8-ESC Analysis and Design Section 9-Bond Quantities, Facility Summaries, and Declaration of Covenant Section 10-Operations and Maintenance Manual Appendix A Site Plan Appendix B Downstream East Map Appendix C Downstream West Map SON SHORT PLAT, FEDERAL. WAY TIR PAGE 2 OF 1 3 6/22/2007 CIGeoDatumm, SURVEV-CIV tL-STRUCT VAAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PROJECT O\W'NI;R AND PROJECT LOCATION I':kIZ7' 1 PROJECT ENGINEER P:11Z 1' 3 AND DESCRIPTION Project Owner: Long Nguyen Project Name: Son Short Plat Address 2312 S.2886 Street,Federal Way,WA 98003 Location: 2312 S.288th Street Phone 425-837-8083 Township:22N Project Engineer:Cheryl Girard, PE Range:04E Section:SW 1A 33 PART 3 TYPE OF PERMIT APPLICATION PART 4 OTHER REVIEWS AND PERSIITS r Subdivision r D• FW HPA r Shoreline Management PI Short Plat r C• OE 404 r Rockery 17 Grading r DOE Dam Safety r Structural Vaults r C• ommercial r F• EMA Floodplain r Other 1✓ Other SF Buildin Permit r C• OE Wetlands PART 5 slit; COMMUNITY AND DRAINAGE BASIN Community Federal Way Drainage Basin Green River-01 PART 6 SITE l'; CHARACTERISTICS r River r Floodplain r Stream Category 2p(Type N)Stream buffer r W• etlands Category II buffer r C• ritical Stream Reach r S• eeps/Springs r D• epressions/Swales r H• igh Groundwater Table r L• ake r Groundwater Recharge r S• teep Slopes r O• ther PART 7 SOILS Soil Type Slopes Erosion Potential Erosive Velocities Arents—Alderwood material 0-6% Moderate 3 FPS r A• dditional Sheets Attached SON SHORT PLAT, FEDERAL WAY TIR PAGE 3 OF 1 3 6/22/2007 GeoDatum Inc SURVEY-CIVIL-STRUCTURAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 l)EYELOPIIE:N'F L11\I11':V I IONS REFERENCE LIMITATION/SITE CONSTRAINT ✓Downstream Analysis r A• dditional Sheets Attached PART 9 1•,SC REQUIRE:I\1ENTS MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION ✓ Sedimentation Facilities r Stabilize Exposed Surface ✓ Stabilized Construction Entrance r Remove and Restore Temporary ESC Facilities ✓ Perimeter Runoff Control r Clean and Remove All Silt&Debris ✓ C• learing&Grading Restrictions r E• nsure Operation of Permanent Facilities ✓ Cover Practices r Flag Limits of SAO and Open Space Preservation Areas ✓ Construction Sequence r O• ther I— Other PART 10 SURFACE: V1'A7'ER SYSTEM r G• rass Lined Channel r Tank r Infiltration Method of Analysis: ✓ Pipe System r Vault r Depression ✓ Open Channel r Energy Dissipater r F• low Dispersal Compensation/Mitigation of ✓ Dry Pond r Wetland r W• aiver Eliminated Site Storage ✓ W• et Pond r Stream r Regional Detention Brief Description of System Operation: The driveway flow will be dispersed via gravel filled trench. The rooftop drainage will be directed to flow dispersal trenches or splash blocks then sheet flow through landscape. Facility Related Site Limitations Reference Facility Limitation PART 11 S'1 RUC UR:11. ANALYSIS P:kR 112 E kSE;NI E:N"1'S/FR:1C1'S I— Cast in Place Vault r Drainage Easement ✓ R• etaining Wall r Access Easement ✓ Rockery>4'High r Native Growth Protection Easement ✓ S• tructural on Steep Slope r Tract ✓ Retaining Wall r Other Pant 13 SIGNATURE OF PROFE:SSION:A1, ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this wo eet and the attachments. To the best of my knowledge the information provided here is accurate. 1.pit (o(z4v Signed/D e SON SHORT PLAT, FEDERAL WAY —TIR PAGE 4 OF 1 3 6/22/2007 12IGeoDatum Inc SURVEY-CIVIL-STRUCTURAL Section 1 - Project Overview The proposed Son Short Plat residential site consists of approximately 0.44 acres of land and is located at 2312 South 288th Street, Federal Way, WA. This project proposes the subdivision of one existing lot with one existing home into 2 lots and the construction of one new single family residence. The project site is zoned RS 7.2 The proposed project is located in the SE Quarter of the SW Quarter of Section 33, Township 22N, Range 4E, WM, King County, Washington and is shown on the vicinity map below. Project Site �, a. . ,. 3 S 287th Pt , :,. - . N _ . 8 -,A-.t tiiii ,.... a Mt"-..* to i - y ' :..a r ;;i' • ! ` S 288th St AR S 2 Ih SI ' Ifrp a.� .'-S 288th PI r°• ; � .T., ..,-t.t.,„, . .irii. ‘9' ,: S' 7'Ir: :„. .,,v kl: ..- •:111 1' -116- a4 t �y Ir ' 1. ' • a ti I fi :r Is � f y � . -' g ?gas a ..,,� c� II< p `! k 4 N 4 1 '* ` W l } d. �rydsr 'r s •a le—'6a, i1 tti �g ., - .r "'we < ss-•s ' e, 'it ,, ' :1 ,p,,,, ' *4.4"'. ,' "'''.., ' u) v., , 144*4.,-.4.,,,,,At . , ' +1 im . ,B ,.., o l5t'; d ♦ �"�S 292nd St > S?? i Vicinity Map SON SHORT PLAT, FEDERAL WAY -TIR PAGE 5 OF 1 3 6/22/2007 EliGeoDatum Inc SURVEY-CIVIL-STRUCTURAL There is one single family residence on the property that will remain and likely be remodeled. The project proposes to demolish an existing detached garage, walkways and gravel drive and then construct a new single family residence, an access driveway, possibly a garage for the existing house and associated underground utilities. The site slopes overall at 0.5% to the south with a short section of 5%for the last 20 feet where the property is adjacent to South 288th Street. There is a rockery up to 8 feet in height along the north side of existing sidewalk of South 288th. The site is bordered single family residential development to the north, west and south. To the east the property is zoned commercial. There are no critical areas in the project vicinity. The property is located at the crest of a hill and drains via sheet flow at 0.5%to the south across the property into the flowline of the existing gutter on the north side of South 288th Street. Due to the location of the site being at the crest of a hill and the high point of the gutter flowline being approximately 25 feet west of the proposed driveway cut it appears that surface flow is split and travels in both the east and west directions. Please refer to Appendix A—Site Plan. That portion of the site that is not covered with existing impervious surface area is covered with lawn and shrubs. The site soils consist of Arents-Alderwood Series soils per King County Soils Survey. See NRCS Map on the following page. Total area project parcel = 19,268 SF Existing site statistics: Total existing impervious area = 5,529 SF Total existing landscape area = 13,739 SF Estimated Developed site statistics; Total estimated proposed impervious area = 8,040 SF Total estimated landscape area = 11,228 SF SON SHORT PLAT, FEDERAL WAY —TIR PAGE 6 OF 1 3 6/22/2007 UGeoDatum Inc SURVEY-CIVIL-STRUCTURAL $ol klap-+Cm County Area. &nK gt t (Sal Snort Plat) 8 s ; s TUT YS at Ia 6 :ITN Pl.1I ,i , . ; \It / 4. • �: II _ 5 __ 8. p �.1� ` T 'r tMAE fT . f 1 a, JII smat*ry �_ a�. '' ti v rst.r. • :s:E r"S_�^_/gym b`' " A.' 1111 ye "4+f •. aiflTN aT r" 74 y ti ,�I Project Site ` 'i ,► y A _ _ VIVI r } • '� .!m'n 1't names d. ^I 3AI MR ^S l� II ,f �t� j� J� �I .+Y7.p � • ' al- --ate. g° -rr� ' ,If erg. 7,, F_f rajah r ; 1 ( , .IMPOST 4" A ti- q� . to i e ' M0Mt7M_0M r' yr ®®® �� ., �,� !7arNK , � ti� GMrRY111rA , • ■ - •2NTN•T Ma'rl't• t r II. xis • r I e ' '._ N Mu%os A fr. .I a ea _'-I‘ Natual ResaEaces Web Sol Survey 2.0 E 1;:GJ" E� C0EI6erYall0n Service I,aucrlal Caoperallve Sol Survey D.3•39 1 0' SON SHORT PLAT, FEDERAL WAY - TIR PAGE 7 OF 1 3 6/22/2007 GeoDatum Inc SURVEY-CIVIL-STRUCTURAL Section 2 - Conditions and Requirements Summary Ri To determine the requirements tha e met, the type of Drainage Review Required must first be determined per Section 1.1.2 of th 2005 ing County Surface Water Design Manual. In the built out condition (after new home, walks a ential new garage are constructed) it is estimated that the a°..4- project will add between 2,500 and 5,000 SF of new and/or replaced impervious surface area. The `I S project does not result in less than 4% total impervious surface and is zoned RS 7.2. The site is not ,5 considered a high use site. Per Figure 1.1.2.A, a Small Project Drainage Review is required. Although a site qualifying for Small Project Drainage Review which utilizes BMP's included in Appendix C of the SWDM is assumed to meet the appropriate Core and Special requirements, the information below identifies how this project will meet the appropriate"Core" and "Special" Requirements: Core Requirements 1. Discharge at the natural location: This site currently drains via sheet flow to the south, reaching the flowline of existing concrete gutter. The project proposes flow dispersion and then sheet flow to the flowline of existing gutter. 2. Off-site Analysis: A Level 1 off-site analysis was completed for this project and is included in Section 3 of this TIR. 3. Flow Control: Not Required 4. Conveyance system: Flows will be conveyed using sheet flow and dispersion. 5. Erosion and Sedimentation Control: A TESC plan is being submitted with the engineering permit application. 6. Maintenance and Operations: Not Applicable. 7. Financial Guarantees and Liability: Not Applicable 8. Water Quality: The total new/redeveloped impervious surface area subject to vehicular traffic (PGIS) is less than 5000 square feet and therefore this project is exempt from formal water quality facility design and construction. BMPs such as vegetated filter strips and rooftop flow dispersion may be utilized. Special Requirements 1. Other adopted area-specific requirements: Not applicable. 2. Floodplain/Floodway delineation: Not applicable. 3. Flood protection facilities: Not applicable. 4. Source controls: Not applicable due to the limited scope of this single-family residential project. 5. Oil Control: Not applicable. SON SHORT PLAT, FEDERAL WAY - TIR PAGE S OF 1 3 6/22/2007 • 12GeoDatum. SURVEY-CIVIL-STRUCTURAL Section 3 — Off-site Analysis Available resources were first reviewed to familiarize the engineer with the surrounding areas. NRCS Soils maps, Aerial photographs, City of Federal Way maps, King County maps and other resources were consulted. In addition, the City of Federal Way Department of Public Works—Surface Water staff was contacted on June 18, 2007 to research drainage problems that might exist downstream from the project site. The City does not keep records to this effect. Public Works—Surface Water staff member Russell Cotton Betteridge indicated that he did not believe there were any significant downstream drainage concerns for this project either to the east or the west. The field investigation for this level one offsite storm drainage evaluation took place on Tuesday June 19, 2007 at 10:30 AM. The temperature was approximately 65 degrees with partly cloudy skies. Minimal rainfall had occurred within the past 24 hours. The 0.44 acre site is developed with one single family residence and is completely landscaped. Field observation of adjacent site topography confirmed that no significanppffsite surface area contributes flow to this site as the surrounding development appears to directs iturface water to public storm drainage systems. As indicated in the Technical Information Worksheet, this project is located within the Green River—01 Drainage Basin. Flow from the small site appears to split and contribute to 2 separate existing piped storm drainage conveyance systems beneath South 288th Street one which conveys flow east and one which conveys flow west. Downstream East(See Appendix B— Downstream East Map) Surface flow leaving the eastern portion of the subject property sheet flows into the flowline of the existing gutter on the north side of South 288th Street and continues as shallow gutter flow for 300 feet at approximately 6.5% before being collected in the existing catch basin located at the NW corner of the intersection of S. 288th Street and Military Road S. Flow from approximately 9 acres of medium density commercial development joins the conveyance system through a series of catch basins and pipe at this point. The existing S. 288th Street 12" diameter conveyance system then directs flow east beneath Military Road South and then crosses to the south side of S. 288th Street approximately 500 feet downstream from the subject property. The existing S. 288th Street 12"diameter conveyance system continues to direct flow east a distance of 250 feet at an approximate slope of 8% to a catch basin near the intersection of 25th Place S. and S. 288th Street where additional flow from approximately 8 acres of medium density residential development to the north joins the conveyance system. Flow continues in the 12" conveyance system on the south side of S. 288th another 300 feet at an approximate slope of 5%to a catch basin located near the intersection of 28th Avenue S. and S. 288th Street where flow from approximately 13 acres of medium density residential development joins the conveyance system. Flow continues in what appears to be an 18"diameter conveyance system located beneath the south side of S. 288th Street another 260 feet at an approximate slope of 3%where flow from approximately 4.5 acres of medium density residential development joins the conveyance system. This location is approximately 1,300 feet downstream of the subject property. At this location the existing conveyance system directs flow south through private property which was not accessible. Flow continues in the existing conveyance system mostly located within easements across private property for another 1,100 feet at an approximate slope of 1 —2% where flow outfalls to an open swale located along the northern edge of the Camelot Square Modular Home Development. No signs of overtopping nor records of flooding were discovered. End of Downstream East. Downstream West(See Appendix C—Downstream West Map) Surface flow leaving the western portion of the subject property sheet flows into the flowline of the existing gutter on the north side of South 288th Street and continues as shallow gutter flow for 250 feet at approximately 5.5% before being collected in the existing catch basin located on the north side of S. 288th Street. See the following pages for continued downstream analysis photos and description. SON SHORT PLAT, FEDERAL WAY -TIR PAGE 9 OF 1 3 6/22/2007 laiGeoDatum Inc SURVEY CIVIL STRUCTURAL Cl• +Y t • High Point of Gutter Flowline - -.4 �'- "` - - - On north side of S. 288th Street. STA 0+00 looking west. ,.. Flow is directed west. 06/19/2007 .r Existing CB on north side of S. 288th, 12"out south. STA 3+50 looking west. Flow crosses S. 288th Street and is directed west. k , • c III. 16 9/2 1 • SON SHORT PLAT, FEDERAL WAY -TIR PAGE 1 0 OF 1 3 6/22/2007 BGeoDatum SURVEY-CIVIL-STRUCTURAL r ' Existing CB on south side of S. 288th Street at SE corner of intersection of S. 288th Street and 21St Ave. S. STA 8+50 looking east. Flow is I directed south along the east side of 21 St Ave. S. in an 18" system I •/19 • • :Sky + �r• f.‹ Existing CB on east side of 21St Ave. S. STA 9+50. Flow quicontinues south in a 24"pipe. SON SHORT PLAT, FEDERAL WAY -TIR PAGE 1 1 OF 13 6/22/2007 EIGeoDatum Inc SURVEY CIVILSTRUCTURAL • _ - - - Existing CB at east side of 20th Ave. S. STA 14+00 flow continues south in an 18" system. • b/2007 End of Downstream West Summary Due to the small project site size, the flow being split between 2 sub-basins, the project utilizing surface water dispersion and adding less than 5000 SF of new impervious surface area in a basin larger than 300 acres, it does not appear that development of the proposed single-family residence will have adverse effect to either existing downstream surface water system. Temporary water quality issues may result from proposed access driveway construction, but proper installation and maintenance of temporary erosion and sedimentation control measures should prevent sediment and construction debris from leaving the project site. SON SHORT PLAT, FEDERAL WAY -TIR PAGE 1 2 OF 1 3 6/22/2007 GeoDatum Inc SURVEY-CIVIL STRUCTURAL Section 4- Flow Control and Water Quality Facility Analysis and Design Not required for this project. Section 5 - Conveyance System Analysis and Design Not required for this project as there are no piped conveyance systems proposed to be constructed. Section 6 - Special Reports and Studies We are not aware of any special reports or studies that have been prepared associated with this property. Section 7 - Other Permits This report is part of a City of Federal Way Engineering Review permit requesting permission to construct the driveway, curb cut and associated utility connections. A City of Federal Way Right of Way Use permit will be required to construct the proposed driveway together with the proposed water and sanitary sewer connections. Lakehaven Utility District Sanitary Sewer Developer Extension and water meter applications approvals are required. Section 8 - ESC Analysis and Design Erosion and Sedimentation Control measures for this small scale project include silt fence installation and temporary construction entrance. Section 9 - Bond Quantities, Facility Summaries, and Declaration of Covenant It is our understanding and interpretation of requirements and thresholds indicated in the 2005 KCSWDM together with the small scale and private single family residential nature of this project make it exempt from posting performance and maintenance bonds, reporting facility summaries and recording a declaration of drainage facility covenant. Section 10 - Operations and Maintenance Manual Not Applicable, the proposed dispersion facilities to not require maintenance other than assuring they remain in place and are not covered with impervious surface or clogged with leaves or other debris that would prevent flow from entering the top of the trench. SON SHORT PLAT, FEDERAL WAY --TIR PAGE 1 3 OF 1 3 6/22/2007 SE 1/4, SW 1/4, SEC 33, TWP 22N, RGE 4E, W.M. E k • 5H1 - > m Q z .'BSBL Ali 3tn ° - �. 12' s' WW 2 CO V, q Ell IID m - s'MINIMUM-K.'' 'U a -� - WA.WASHED 1 V. 1 ,, DRAM ROCK. `° 8 m I x ! g NOTE • •----- u _ LOT 2 TO CONSTRUCT ROOFTOP 1°YQ'O• +•gym' sae 17.EErr..ASA4VoT Ca 0134014 PROPOSED PER FIGURE DOWNSPOUT DISPERSION OF OAPPENDIX HC 1 3 •• Eli! - - -SMALL SITE DRAINAGE I I, �'Ate COMPACTED �'L1A55'H'ASPHLLT LOT Z_ REQUIREMENTS" 2005 KC-SWDM. 1 - (WNIuuM) BCE SECTION CONC.(NININUM) �,u4. .w a.. 10,175.5 SF q _ '_ NSMI�'n..:l _ _ J N.T.S. -�, my .o aria �•� _ N ti+f' �j(J MIL I I c=1=r" - - I m '1' 8 < \ c.mW,N a o:nci ri pmc a21.0 I —_ __ yd2�` reo, m m K-MINI -�'MAX. yJ 1 °i m WASH ROCK. g Y — ,...,...,.. A O __ __ r_ ____ ___ __ __ __ _, 1 I , a vrw,...Am.-ow MASK VT.o+. I, i 20'BSBL 12' • urn. .v".Io CURB DETAILS °'A° 3-a494 �o..a�Ra>oma =s_ c‘Qom way na. I �, - GRAPHIC SCALE riTiniT I5'BSBL I ., _ 1-_ 5 0 5 10 20 �I 1,, 1 INCH 10 FT - r .. - _- ' .a- �� ROW LINE(TV) - �. I O II ;'< 4 41 0 LI 111111.4‘t..441 I 0 I I I I 0,....*414 1 41 I I I I IIIIIIii."'-.''."L" . '' , I ,4000...04111t4111110110. s — iI i! I• • ` �O" PROPOSED • I ; �3c �� „ •• I ! LOT 1 _:I I sea` —= r--- ___- I im — _ — — = —I 1 a._ . ��u �.ax b��N-� � ET1 I 1 I Q +�+ • a rv.LsN • r.,._. r• 31 .. �I 1 1� NrIK a»<. _ L 1 CURB GUTTER SECTION DRIVEWAY Y I H ��i�S.9Ufrbp .o.0 k E A 3 6 .I__ _ .. ill 0 - .. 20' T , I • L_ r�l GRAVEL 0 r 1 H� t I SURFACE WATER Z a cl �'� Y� I ( DISPERSION TRENCH VI _ �: END WALL" Z •� ( TWI491.3 ' O 'CI :'..� t BWI 489.4 I V • _ ' HT 19 Vora / U I -... I 3/e•EXPANSION 93.00' I ,� c - A' .�� 4 1 FE I W MINT-1/2"RADIUSr.- _ ; NlNLP'T7"N MOO'yI I i Q 12 I I X L E. r H.,, i4 1 1 .-i-' ur. P.-�'E- h c \ Enr s-. _ _ ,,. III V ,- .E — — — — T `1 , • -=, =HSMr'—�-1 TW 49D., - - a „ J Hcsmv � L� -..�.I I • -r: HW 488.6 S 1. tE rna A mac { 1 _ 8 f -1 1 • A4, 6- EC. Li pop ROOM MP -' s� I fen'ry I r I.oro I _ _� ,r - -- jT. - ,. --, 1 e ��/fie;; .'..•. ,.,i`i`.,i•i`iti;%lkii, __. - - t _ --_ - . ` e (I T i E T-� -V SAWCUT AND REMOVE EXSTNG fi 14:4",, `r Ms=our.oS,r COMIC e , / \OsHR.,. CURB GUI ILK L_ . CONCRETE CURB,GUTTER AND SIDEWALK L_ AND>tIDEWALK _NEW DRIVEWAY CUi SEE SANITARY SEWER DE PLANS V ° '- __ (DWG 3-6•,) REPLACE PER DETAILS SON NGUYEN 16'DEDICATED RIGHT OF WAY -EXISTING ROCKERY IN THIS AREA THIS SHEET(3-4&3-12) 2312 S. 2881H ST TO BE REMOVED AND I' RIGHT OF WAY USE PERMIT REQUIRED FEDERAL WAY,WA 98003 s NOTES: • - • RECONSTRUCTED AS SHOWN (206)226-3756 - r S 1. FOR JOINTS AND SCORING,SEE FEDERAL WAY STANDARD FOR SIDEWALK SPACING,EXPANSION JOINTS, DRAFTER: PG AND SCORE MARKS. I _ I.: 2. CONCRETE DRIVEWAYS REQUIRE A MINIMUM DEPTH OF 6",WITH]'CSTC. -CE r - - DESIGNER: MCC 9 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE,GRADE SHALL NOT DEVIATE MORE THAN 1/6 INCH PROJ. ENGR./SURv.: CG AND CHECKED SHALLTHNOT VARY MORE THAN 1/.INCH. ,/-- -_ _ _ _ _ _ _ H&,"N'I7'V, 1526D' -- --- DATE: 06-21-07 J. REV.3/23/06 1 (BASIS G'BCARINIIS; - _ - —.,,,,:',I—____- _ StlC♦6'1 i•E 31,I0• - — - _ _ _ _ _ PROJECT NO.: 06061 8 , ono way SIDEWALK 0'3=',p' I 5OF 5 ,,, ,‘,.7.•,,,.`'frit:1*.y,11 le MEV ERE?LI'''. ti .4'''s*If:''''44' 4.......„ ,-. .,7r-,,,,,, 7 u- - ..;.01W. 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Return Address: Cityof Federal Way 20090924000269 Attn: Ann Dower,Public Works 33325 8th Ave S CITY OF FEDERA WD 64.00 PAGE-001 OF 003 PO Box 9718 09/24/2009 10:42 Federal Way,WA 98063-9718 KING COUNTY, WA E2409391 09/24/2009 10:42 KINNG COUNTY, WA SALET X $10.00 $0.00 PAGE-001 OF 001 STATUTORY WARRANTY DEED Grantor(s): Son C.Nguyen and Ha T. Tieu, husband and wife Grantee(s): City of Federal Way, a Washington municipal corporation Property Legal Description(abbreviated):The south 16 feet of King County Tax Parcel 3322049122 Additional Legal(s): Listed below and on Exhibit"A" Assessor's Tax Parcel ID#(s): 332204-9122 THE GRANTOR(S)Son C.Nguyen and Ha T.Tieu,husband and wife,for and in consideration of The City of Federal Way's approval of a short plat land use approval,No.06-104450-SU for construction of necessary driveway improvementsto access the future lot and other good and valuable consideration,convey(s) and warrant(s)to the City of Federal Way, a Washington municipal corporation,all of their right,title and interest,and any after-acquired interest therein, in and to the following described real property situated in County of King State of Washington: The South 16.0 feet of the East 115 feet of the South 200 feet of the SE'/4 of the SW'/4 of Section 33, Township 22 North, Range 4 East of the Willamette Meridian,except the County Road,and except the Armel Addition as per recordedin Volume 85 of Plats, Page 29,Records of King County; And depicted on Exhibit"A", and incorporated herein by this reference. -1- PARCEL:332204-9122 r DATED THIS fday of a_ % ,20 (2 !. GRANTO S sor.... . _ --- ,..j/uefA A itv----') on C.Nguyen Ha T. Tieu 4.----"' STATE OF WASHINGTON ) ) ss. COUNTY OF ri;to) ) On this day personally appeared before me,Son C.Nguyen and Ha T.Tieu,husband and wife,to me known to be the individual(s)described in and who executed the foregoing instrument,and on oath swore that they executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. • GIVEN my hand and official seal this day oft k. , 20 0 9 ---------611e1 4 CUIA4'4'LL, ,AAJ..V,.AAA A AwwA,AAAAA (notary signature) 4 AMY L. WISHART ' 1L. Wm/la-4 e NOTARY PUBLIC (typed7printed name of notary) STATE OF WASHINGTON C0MMISSION.EXPIRES Notary Public in and for the State of Washingbn. JULY 29. 2010 My commission expires 1 -a-'-1O L:\cSDC\docs\word\07-103416-EN ROW Deed.doc G:\lawforms\PW\Deed, Statutory Warranty(Development).doc 08/04 • -2- PARCEL:332204-9122 f EXHIBIT "A" I 1 I I . 588'34'58"E 104.61' w t_ o in t ' 00 585'O8'53"E 9.45' 6 cv Z LOT 2 10,175.5 SF w in Ln • in o P 0 o ,:r z ut N88'46'17"W 93.00' il to ,-1 co CV 10 N In O O 11 O O 0 z 00 O O r- LOT1 b w 7,254 SF I,, GRAPHIC SCALE to O 15 0 15 30 60 tn vt' in M I'- 1 INCH =30 FT. P_ 0 D_ O O c z Z 0 m 'a N. 93.00' 22.00' o S89'13'32"E 114.95' 0. ilimilmigniamili 47, SOUTH 288TH STREET o ` 0 0 16' RIGHT OF WAY N 5 n —DEDICATION TO CITY OF FEDERAL WAY o (1,680 SF) d D n L W I q N88'45'40"W r �_ 0 4 0 2005,CEOOAIUU.RIC.. ALL RIGHTS RESERVED ' .ww a.gwdaium.cr (� atu Inc a ROW DEDICATION SURVEY-CM-STRUCTURAL 0 1505 NW Mall Street 0 Issaquah,WA 98027 a DATE: 11-16-07 1 DRAWN BY:AMS ISHT: 1 OF 1 IPROJ NO.:06-067 (425)837-8083 Lu >-. 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En a O O a z z _0 U c ro 93,00' 22.00' 0 S89'13'32"E 114.95' IMIIINN IIMINIIImi tT t SOUTH 288TH STREET 8 , a o 16' RIGHT OF WAY of 5 ci —DEDICATION TO CITY OF FEDERAL WAY o d 1 (1,680 SF) M i L x I q N88'45'40"W 0 E. rn 0 2005,GEODA RDA,plC.,ALL RIGHT$RESERVED tt'6 R1f g10f101um.COK 1 GeoDatum tr ROW DEDICATION Inc 3 SURVEY-aver-sraucntaar. i o 1505 NW Mall Street 0 Issaquah,WA 98027 a DATE: 11-16-07 I DRAWN BY:AMS ISHT: 1 OF 1 IPROJ NO.:06-061 (425)837-8083 CITY OF ment A. F d e ra I WayCity Bf Federal Way• alWPublia ,Wks Dep 3-9718 33325 8`"Avenue South•PO Box 9718• Federal Way,WA 98063-9718 Phone 253-835-2700• Fax 253-835-2709 •www.ci.federal-way.wa.us LETTER OF TRANSMITTAL Date: September 9, 2009 To: Son C. Nguyen & Ha T. Tieu From: Carmen Beall, Administrative Assistant to 2312 S 288th Street Ann Dower, Sr. Engineering Plans Reviewer Federal Way, WA 98003 RE: Son Short Plat, Parcel No. 332204-9122 TRANSMITTED As CHECKED BELOW: ® For Your Review ❑ As Requested ® Please Return ® For Your Approval ❑ For Your Information ❑ Other ® For Your Action ❑ Under Separate Cover ❑ Via ITEMS/COPIES DESCRIPTION 1 Statutory Warranty Deed 4 Real Estate Excise Tax Affidavit(REET) COMMENTS: Statutory Warranty Deed: Please review and then date and sign in the presence of a notary public. REET: Please sign all four copies in Section 8, located at the bottom of the form. Also include the date and city of signing. Additionally, the City requires funds for the King County Recording Fees. Please return the signed documents along with a check payable to the City of Federal Way in the amount of $75.00 (for recording fees). A copy of the documents will be mailed to you after they have been recorded. If you have any questions, please contact Ann Dower at(253) 835-2732. Thank you. cc: Project File/AD Day File CONFORMED COPY MAIL TO: CITY OF FEDERAL WAY PO BOX 9718 20080409000994 FEDERAL WAY,WA 98063-9718 ATTN: Sean Wells/Public Works CITY OF FEDERA MISC 42.00 PAGE001 OF 001 04/09/2000 10:49 KING COUNTY, WA LICENSE Grantor(s): NGUYEN, SON C. AND TIEU, HA T., Husband and Wife Grantee (s): CITY OF FEDERAL WAY, a Washington Municipal Corporation Property Legal Description (abbreviated):The E. 115'of the S 200'of the SE 1/4 of the SW 1/4 of S. 33,T. 22 N, R 4 E. W.M. except county road and except Armel Addition. Additional Legal Description indicated below. Assessor's Tax Parcel ID#(s): 332204-9122 The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows: THE EAST 115 FEET OF THE SOUTH 200 FEET OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 04 EAST OF THE WILLAMETTE MERIDIAN, EXCEPT THE COUNTY ROAD, AND EXCEPT THE ARMEL ADDITION AS PER RECORDED IN VOLUME 85 OF PLATS, PAGE 29, RECORDS OF KING COUNTY ("Property") hereby grants an irrevocable license to the City of Federal Way("City")and the City's agents, employees, contractors or representatives to enter upon the Property to inspect the construction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work, all pursuant to the approved construction plans, approval number 07-103416-00-EN dated November 16, 2007 incorporated herein by this reference. DATED this 2 day of ND V e,% t 'r , 200 7. , livg___ / -AA-e.,(A../kr SON C. NGUYEN HA T TIES STATE OF WASHINGTON ) �,[ ) ss. COUNTY OF f l, N ) On this day personally appeared before me, SON C. NGUYEN and HA T.TIEU, Husband and Wife,to me known to be the individual(s) described in and who executed the foregoing License, and on oath swore that they executed the foregoing instrument as their free and voluntary act and deed for the uses and purposes therein mentioned. , GIVEN my hand and official seal this o J day of lav eel,b-e-r- 2007-: "pow. (notary nature) �;°'� T75,u a - . �a0.; 5 �0y (typed/printed name of notary) •••" Notary Public in and for the State of Washington. ,� *wM•.0001! My commission expires vZ ' 9 -16 "y 'OP wo ...x- ` CITY OF Federal Way Public Works Department PRE-CONSTRUCTION MEETING FORM Project Name: SON SHORT PLAT Date: 3/19/08 Project No: 07-103416-00-EN By: S. Wells Emergency Contact: (Name&Phone) Entity Name Address Phone Developer L-v Net- 4-1A61 2�(2 - S. 2 y/- 2v6. 2-7 ".31- Z GensciFt Sv13 Contractor -SA-m a rie ) SIB-Cerctor j/ i b;,)r�sh� U L"—2>iu3 �IJG 75V5/'/y Sub-Contractor + << -p/k v, �h Engineer Architect PO Box 9718 City Planner Isaac Conlen Federal Way, WA (253) 835-2643 98063 P/W Engineering Plans PO Box 9718 Reviewer Sean Wells, P.E. Federal Way, WA (253) 835-2731 98063 P/W Inspector PO Box 9718 Office Hours:7:00 am to 8:30 am Bryan Kardos Federal Way, WA (253) 835-2733 Monday-Friday 98063 Pre-Construction Meeting Form Revised 7/24/07 Page 1 AGENDA FOR MEETING (Checked Items Have Been Discussed) 1. BUILDING DEPARTMENT COMMENTS: Er Special Conditions: D O/11 a Pc=GL!!'1/ r F-c" G./}-i2A c, c�r� L.-0 l 2 v 2. PLANNING DEPARTMENT COMMENTS: S- Special Conditions: JJ T=2Z� Re_rtilo✓A l ❑ SEPA Conditions: ❑ Sensitive Area Conditions: JUl Pre-Construction Meeting Form Revised 7/24/07 Page 2 3. PUBLIC WORKS COMMENTS: ❑ Public Works Special Conditions 4. DOCUMENTS REQUIRED AT THE PRE-CONSTRUCTION CONFERENCE: Issued Permit And Approved Construction Plans [/ Copy of Certificate of Liability Insurance naming City of Federal Way as Additional Insured 5. DOCUMENTS REQUIRED AT THE JOB SITE WHILE UNDER CONSTRUCTION: [ Approved plans, shall be annotated with any revisions made during construction. 132/ Building Permit Ti I Right of Way Permits c, otf-511 7t- N 6. REFERENCED DOCUMENTS: 2' City of Federal Way Development Standards h( 1993 King County Road Standards (KCRS) a 1998 King County Surface Water Design Manual (KCSWDM), Latest Edition Pi 2002 WSDOT/APWA Standard Specifications and Plans (WSDOT/APWA) 2 Call One-Call (1-800-424-5555)And Locate All Existing Utilities Prior To Starting Any Work 171 Call City Of Federal Way Public Works For Storm Drainage Location — 253-835-2755 FX King County Signs And Traffic Signals — 206-296-8153 Pre-Construction Meeting Form Revised 7/24/07 Page 3 e. Y r 7. GENERAL REQUIREMENTS: V1 Safety: Contractor is responsible for safety on site. City may contact WISHA at any time as necessary. • 07 Hours of construction: Monday - Friday 7:00 a.m. to 8:00 p.m., Saturday 9:00am to 8:00pm (FWCC 22-1006). Authorization to work outside these hours must be granted by the Director of Community Development Services. Procedure for Deviation from Approved Plan: Any minor deviations to the approved plans must be reviewed and approved by the inspector prior to construction. Significant revisions to plans shall be submitted to and approved by the City of Federal Way Public Works Review Engineer prior to construction of work. El All materials used must meet WSDOT, King County, or Federal Way specifications. All materials not meeting these specifications must be removed as directed by the inspector. [] Electrical permit for power service is required. Contact the Building Department at(253) 835-2607 8. SAFETY AND HAZARDS: O Protect the traveling public. Ensure pedestrian safety, particularly along school routes, provide for emergency services and vehicles and protect site from children. [S Traffic signing must be meet Manual Uniform Traffic Control Devices(MUTCD)standards. 12/ Flaggers must have cards and must have attended a flagging course or an off duty police officer may be hired. 21/ Sequential arrow board/VMS signs required on all major streets in addition to flaggers. [1 Traffic Control: Submit traffic control plan to inspector 7 days (Seven) prior to any lane closures, rerouting of traffic, etc. No Detours or Closures Allowed without approval from Street Systems Manager. dProvide barricade as follows: 1. Temporary closures. 2. Street termination and temporary turnarounds. 3. Flashing lights must be on barricades for nighttime visibility. Haul routes: Submit a haul route for trucks using City streets prior to performing work. Cover all materials, as necessary, to prevent debris from falling onto public streets. Pre-Construction Meeting Form Revised 7/24/07 Page 4 • r 9. THE PUBLIC WORKS DEPARTMENT INSPECTOR MUST BE NOTIFIED AT LEAST TWO WORKING DAYS BEFORE THE FOLLOWING STAGES OF CONSTRUCTION: Call (253) 837-2700 El Prior to starting clearing, grading & erosion control work [� Prior to starting any underground utility work or street embankment within public right of way ❑ Prior to placing curb, gutter, and sidewalk forms and pouring concrete Eli Prior to pouring cast-in-place concrete structures, e.g., traffic signal, street light bases, storm vaults F Prior to placing crushed rock on roadway subgrades, or paving roadways [7 Prior to installing control structures for storm water facilities 10. TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN (TESC): 1-7 Erosion and sediment controls shall be installed as the first step of construction. Verify construction schedule and sequence: 1. Silt fences - Bury bottom of fence with compacted native material. 2. Install Silt traps/ponds as required. 3. Storm drain inlet protection - Place filter sock between frame and grate on all catch basins on and off-site. 4. Protect all streams and water bodies. 5. Control Dust. I The following areas shall be flagged: 1. Wetlands 2. Streams 3. Lakes and ponds 4. Steep slopes 5. Native Growth Protection Easements (NGPE) 6. Significant Trees - Install orange construction fence around dripline of tree. The Public Works Inspector may require additional erosion and sedimentation control measures based on field conditions and weather. Erosion and sedimentation controls are required throughout the life of the project. Contractor shall inspect site after each rain event to ensure TESC measures are effectively working. El/ Control mud onto streets: 1. Install rock construction entrance. Use truck wash depending on site conditions. 2. Wash truck tires if necessary, or as directed by the PW Inspector. 3. Keep adjoining roads clean. Clean roadways with sweeper; do not use water trucks. Pre-Construction Meeting Form Revised 7/24/07 Page 5 • All cleared areas must have temporary or permanent cover if the area is to remain unworked for more than 7-days during the dry season ( 5/1 to 9/30) or for more than 2-days during the wet season ( 10/1 to 4/30) to prevent sediment-laden water from leaving the site or entering the storm drainage system. [�] Provide an area on-site for cleaning concrete trucks. Effluent from concrete operations shall not enter any storm drainage systems. ILY Use spill response kits when constructing near bodies of water. 11. PERMANENT STORM DRAINAGE FACILITIES: ; i S ▪ Location conflicts- Relocation shall be designed by a design engineer and approved by the City Review Engineer. ❑ Drainage Structures: 1. All Sections including adjustment sections - requires rubber gaskets. 2. Grout catch basins to create a watertight structure. 3. Ladders - extend to within 12 inches from bottom of catch basins and securely fasten to CB. 4. Stencil at inlets " City of Federal Way ,Drains to stream--Dump no pollutants". 5. Locking covers and grates required outside of traveled roadway. 6. Wire mesh reinforced collar required for all frames outside of asphalt/concrete paved areas. ❑ Lot stub outs installed and staked prior to final construction approval. ❑ Biofiltration swales: 1. Shall be operational before acceptance. 2. Uniform profile shall be along entire length of swale, no ponding. 3. Bottom width shall be level and uniform. 4. Construct side slopes per plan. 5. Provide copy of seed mix label to inspector prior to seeding. Water the seed mixture as necessary to ensure germination. ❑ Overflow, spillways, gravel filter windows, must be constructed per plans and spec's, no deviations. As-built for verification is required. ❑ Quarry rock must be sound "hard" durable rock. No recycled material, concrete, or asphalt rubble. ❑ Bevel ends of culverts. ❑ Locking vane grate require for all C.B.=s located in rights-of-way. Pre-Construction Meeting Form Revised 7/24/07 Page 6 12. RETENTION/DETENTION FACILITIES AND WET POND/VAULTS: , V4 ❑ Property corners on easements and tracts must be permanently staked and facilities must be built within the easement as shown on the plans. ❑ Secure site with fence and access gate as required per approved plans. ❑ Pond slopes shall be 3:1 or flatter except where noted on approved plans. ❑ Provide access road to control structure, pond bottom, and to all vaults or tanks. ❑ Restrict or 'T' section riser and gate control assembly: 1. Inspection of'T' section prior to installation to verify orifice sizes is required 2. Shear Gate and pipe joints must be watertight. 3. Provide a minimum 2 foot radius clearance area around ladder. 4. Provide a minimum 2 foot of clearance between riser and inlet pipe(s). 5. Install riser straps and shear gate rod. ❑ Covers on access manholes must be solid, round, to ing lids marked "Storm" or "Drain". 13. ROADWAY CERTIFICATION REQUIREMENTS (Minimum test and sample frequency) (Additional tests may be required as the inspector deems necessary.): R- Density Tests, WSDOT Sec. 2-03. Performed.by: Independent Lab Compaction Control Tests methodology: 1. Compaction shall meet the requirements of FWDS Sec. 3.2.15 and WSDOT Standard Specifications. 2. Granular materials, WSDOT Method 606(maximum density curve)granular materials greater than 30% retained by No.4. 3. Proper moisture must be maintained throughout placing and compacting; moisture for compaction must be within 3% of optimum. 17/ Trenches: FWDS 3.2.17 Sanitary, storm, water, gas, and power, etc., in the roadway prism: 1. One test per 100 lineal feet, minimum, on roadway. 2. Test up to 50% trench depth 95% compaction required. 3. One test per 100 lineal feet, minimum, under curb. 4. Water mains WSDOT/APWA Sec. 701-.3(1)95%of maximum density as determined by ASTM D1557 (Standard Proctor). 5. In place densities shall be determined by nuclear methods. r/ Sub-grade, WSDOT/APWA Sec. 2-06. 1. One test per 100 linear feet, minimum, on each foot of fill. 2. A minimum of one test per lift. Pre-Construction Meeting Form Revised 7/24/07 Page 7 3. Compaction method "B" shall be used unless otherwise specified. 4. All materials must be from WSDOT pre-qualified pits. Compaction reports must be submitted to inspector before placing crushed surfacing, asphalt, concrete curb, and sidewalk(including trench restoration when tests may be required in each lift). 6. Inspector may require additional tests on subgrade, concrete, or asphalt. The contractor shall pay for the costs of testing. 7. Density test reports must be performed one week, and submitted to the inspector at least three days prior to installing paving, sidewalks or curbs. 8. The developer/contractor shall "proof roll" the sub-grade, while the Public Works inspector is present,to verify the sub-grade is visibly firm, compact, and suitable for surfacing. Compaction reports shall be submitted to the Public Works Inspector. El Asphalt Construction, WSDOT/APWA Sec. 5-04. 1. Surface smoothness maximum variation in 10' parallel to center line is 1/8" and transverse 1/4". 2. Compaction (92% of maximum density). 3. Five tests per day or 400 tons, or minimum of two tests. 4. Thickness verified by coring, two cores per 50,000 sf or fraction thereof, or as determined by inspector in field. 5. All asphalt to be removed must be saw cut. Additional asphalt may be required for removal by the inspector. 6. Abutting edges, curb, and ATB, must be thoroughly cleaned and tacked prior to asphalt paving,with CSS-1 or STE-1. Seal all final joints, and over cuts of saws with same. 1---/ Concrete Construction. 1. Tests, WSDOT/APWA Section 8-04.3(1) and 6-02.5 2. Weather limitations. During the first 14 days of curing, the contractor must protect from freezing. 3. Concrete specification, Class 3000, 11/4" rock,4-6%air entrained,3"slump and must be verified on delivery tickets. Any deviation from this specification must be requested in letter form, 48 hours before concrete is placed. 4. Clear curing compound required. No Calcium Chloride allowed. 5. Protect concrete. No graffiti, footprints, or other objectionable marks allowed or panel will have to be replaced. 6. No Monolithic Pours. 7. Curbs shall conform to Federal Way Drawing No. 3-4. 8. Joints in curb and gutter shall conform to Federal Way Drawing No. 3-3. 9. Wheelchair ramps shall conform to FW Drawings No's. 3-8, 3-9, 3-10, and 3-11. 10. Concrete Structures Certification: Bridges, Retaining Walls, and Retention Vaults designed by a professional structural engineer require special inspections by same. 11. No saw cutting joints. Joints in sidewalk must align with joints in curbs. 12. 12" diameter PVC Sleeve 18" in depth for all mail box post and sign posts in sidewalks. Pre-Construction Meeting Form Revised 7/24/07 Page 8 fity 14. ILLUMINATION AND TRAFFIC SIGNAL INSTALLATION !V ❑ All signals will be subject to any necessary electrical inspections as well as requirements as set forth in the WSDOT Design Manual and the WSDOT/APWA Standard Specifications. ❑ King County Traffic Signal Technician will assist with final inspection. A City of Federal Way electrical permit is required prior to connection of the service panel. 15. RESTORATION OF THE RIGHT-OF-WAY Fr Contractor must leave right of way in a condition equal to existing or better than pre- construction condition. Pr Seed, mulch, and fertilize for erosion control and appearance. EY All drainage systems must be fully restored and operational before final acceptance. 16. PERFORMANCE &ACCEPTANCE OF WORK [� Final Inspection and Final Acceptance 1. Call PW inspector to schedule final inspection at least 2-weeks prior to building final. Allow 5 days for the PW inspector to prepare list of deficiencies (punch list). 2. Complete punch list items before calling for re-inspection. 3. The applicant shall respond and correct punch list deficiencies prior to construction acceptance. 4. Submit as-built drawings to the City for review. As-built review will be performed on an hourly basis. 5. Statutory Warranty Deed related to right-of-way dedication shall be recorded (if necessary). Note: Construction inspection will be charged on an hourly rate. 17. 70% RELEASE OF PERFORMANCE/MAINTENANCE BOND OR ASSIGNMENT OF FUNDS 121/ Prior to 70% release of bond or assignment of funds, the following shall be completed: 1. Acceptance of as-built drawings by the City. 2. Payment of all unpaid fees (including inspection and as-built review fees). 3. Acceptance by the Public Works Inspector that all punch list deficiencies have been corrected. Pre-Construction Meeting Form Revised 7/24/07 Page 9 • 18. FINAL ACCEPTANCE / 2-YEAR MAINTENANCE INSPECTION AND RELEASE FT Applicant is responsible for maintaining all private and public operating systems and all site work for a period of 2 years following approval of the project (post performance). Fr Prior to releasing the remaining portion of the performance/maintenance bond or assignment of funds, the following shall be completed: 1. The applicant shall call the Public Works Department to schedule a 2-year maintenance inspection; a punch list of deficiencies will be prepared if necessary. 2. The applicant shall respond and correct punch list deficiencies (if required). 3. Pay all unpaid fees (includes inspection fees). 19. SIGNATURES: As Developer or Designated Representative, I understand the requirements of the City of Federal Way Inspection procedures and agree to abide by the conditions of the permit and the procedures discussed. � �� Contr tor/ a ignature Title irn/r/vi /(Y41,02 City Construction Inspector gi ering Plans Reviewer 3 1 --- Cr)- Date Pre-Construction Meeting Form Revised 7/24/07 Page 10 03/10/2008 11:00 4253482575 STARK SOLVTIONS INC PAGE 01/01 ACORD CERTIFICA OF LIABILITY INSURA.CEM/ DATE(MDD/YYYY) ,� J 03/10/2008 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Stark Solutions, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 120 SW Everett Mali Way ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 200 Everett WA 98204 INSURERS AFFORDING COVERAGE LNAIC# INSURED South Bay Development LLC INSURER A: Underwriters at Lloyds,London .- _..,. 28401 -15th Ave So INSURER B: - INSURER C; Federal Way WA 98003 _INSURER D; __., INSuP.ER E: COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY RE4u1REMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER 00CLIMENT WITH RFSPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INSR ADD'L .. POLICY EFFECTIVE POLICY EXPIRATION LTR NERD TVPEOR INSURANCE P_OUCY WISER DeTv/Nrwl:b/YVI_DATE(IIIM/OI><YrW LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A x COMMERCIAL GENERAL LIABILITY MCP 46 000200 01/08/2008 01/08/2009 P MISES-(Ee NT rencel $100,000 ICLAIMS MADE X OCCUR MED L"XF(Any uric;yeIavi J !5,000 PERSONAL&ADV INJURY S 1,000,000 --- GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES�� PER: PRODUCTS-COMP/OP AGG S 1,000,000 POLICY �T `-'I LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED acdde t SINGLE LIMIT S ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS tray person) HIRED AUTOS BODILY INJURY NON-OWNED AUTO.^, (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANY AUTO EA OTHER THAN ACC $ AUTO ONLY: AGO $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE S OCCUR n CLAIMS MADE AGGREGATE S DEDUCTIBLE S_ RETENTION . $ WORKERS COMPENSATION AND I TC1R WCY I IMITS STATU- OTH- EMPLOYERS'LIABILITY FR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? If es,describe under E.L.DISEASE EA EMPLOYEE £ SPECIAL PROVISIONS beloWY EL.DISEASE-POLICY LIMIT 5 OTHER DESCRIPTION OF OPERATION$/LOCATIONS/VEHICLES/EXCLUSIONS ADDEO BY ENDORSEMENT/SPECIAL PROVISIONS Cert holder is named as an additional insured RE;2312 So 288th St,Federal Way CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TIIEREOr,THE ID UINO TNaURER WILL ENDEAVOR TO MAIL 1 O DATE WRITTEN City of Federal Way NOTICE TO THE CERTIFICATE HOLDER NAMED TO NE LEFT,BUT FAILURE TO DO SO SHALL PO Box 9718 IMPOSE NO OBLIGATION OR LIA5UTY OF ANY KENO UPON THE INSURER,ITS AGENTS OR Federal Way,WA 98063 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE R <KS> ACORD 25(2001/08) t 11/(�LJ BRD Co RPORATION 1988 Kevin Peterson From: John Jensen [JJensen@lakehaven.org] Sent: Friday, January 16, 2009 2:16 PM To: Kevin Peterson Cc: Wes Hill Subject: RE: Son Short Plat-2312 S 288th St Attachments: Rev. Approved Sewer 9.18.08.pdf; Approved Sewer 3.21.08.pdf; general GIS w APN.pdf; Look N at Kirk Driveway.JPG; Look W from MH at Son Property.jpg; Son SP Hyrdrant SE corner.JPG; Son SP SE corner Look E.JPG; Son SP SE corner Look N.JPG; Look E across new MH of Kirk.JPG Son Short Plat There are three options for Son Short Plat for connection of sewer. Option A: Obtain private easement from the adjacent property (APN 332204-9164)to the east and extend private 6" sewer service line(s) from the existing Manhole#160, PG 21 located approximately 70-feet east of the southeast corner of Mr. Nyugen's Property (APN 3322049122). Option B: Extend approximately 70-feet of 8"diameter sewer in South 288th Street along the north mergin of South 288th Street to the southeast corner of APN 3322049122,terminate with a manhole and extend service line(s) to serve the two lots of the proposed Son Short Plat. Option C: Extend 8" diameter sewer main on the north side of South 288th Street from an existing sewer main that crosses under South 288th Street approximately 258-feet to the southwest corner of APN 3322049122 terminate with a manhole and extend service line(s)to serve the two lots of the proposed short plat (if connections have not been fully permitted and completed at the time of main construction). This existing sewer main would be located on private property of Mr. Kirk (APN 3322049123). Lakehaven requested an easement for the proposed sewer main across APN 3322049023, but have not received it to date. If the proposed short plat of this property is finaled and recorded, then the sewer would be in public ROW. I have inserted comments in your original e-mail dated 1/14/09. Several photos of the frontage of APN 33220499023 & 3322049122 are atached. Additional photos are available. John A. Jensen Engineering Technician II Lakehaven Utility District jensen`lakehaven.org (253) 946-5406 Fax: (253) 529-4081 NOTE: Lakehaven Utility District neither warrants nor guarantees the accuracy of the information provided. Facilities location,material type, and conditions are subject to field verification. From: Kevin Peterson [mailto:Kevin.Peterson@cityoffederalway.com] Sent: Wednesday, January 14, 2009 3:00 PM 1 To: John Jensen Subject: Son Short Plat- 2312 S 288th St John, I'm hoping you can help me as I'm trying to gather some facts regarding the sewer line extension for this short plat project, and how this project relates(if at all)to the neighboring Van Kirk Short Plat- From what I can tell, based on the plans submitted for his right of way permit,Son Nguyen has to extend an 8 inch SS line from an existing manhole approximately 70 feet west,to just in front of his southeast property corner, install 1 manhole, and provide side sewer stubs up to the 2 lots. [Yes,there is a sewer main that terminates approximately 70- feet east of the southeast corner of the Mr. Nguyen's property(APN 3322049122)AKA Son Short Plat. Initially Lakehaven received and approved sewer plans that extended the sewer from that location. After the preconstruction meeting,the contractor, (Van Kirk) claimed this route was too expensive due to conflicts with power pole, gas, and water facilities in the area. See photos.] Does he NOT have to extend the 8inch main across his frontage? Will Van Kirk have to extend the 8inch up to his proposed short plat, which lies just west of Son Nguyen's property? [When Mr. Kirk extended the sewer under South 288t"Street to beat the 288th overlay, it was anticipated the sewer would extend east along the north edge of South 288t"Street. However, when Mr. Kirk requested stubs to be extended to serve his 4 lot short plat the requirement for extend to-far-edge (APN 3322049023)was waived with the understanding that the unsewered parcel to the east would be able to extend main from the east. (Lakehaven had received, but not approved the plans for Son Short Plat to extend from the east). ] Is there any sort of agreement that you are aware of,that tie's Son and Van Kirk together in any way,to extend the sewer line? [Lakehaven is not aware of what if any agreements exist between the parties. According to Mr.Van Kirk, he is the general contractor for Mr. Nguyen.] Is there anything that that you know of,that currently prevents Son Nguyen from extending the SS the 70 feet, as shown on the plans we have? [If he cannot secure a private easement from the adjacent property to the east(APN 3321049164) for a service connection, sewer main will need to be constructed in South 288th Street. Lakehaven has not evaluated the assertion regarding the utility conflicts. ] (By the way,the plans we have are not approved by Lakehaven...) Thanks John. Any light you can shed on this subject is much appreciated. Kevin Peterson City of Federal Way Engineering Plans Reviewer 33325 8th Ave S P.O. Box 9718 Federal Way,WA 98063-9718 Ph. (253) 835-2734 Fax (253) 835-2709 kevin.Peterson@cityoffederalway.com 2 Return Address: I�I II -I I-+ 1f'I Il._ 1I;I . Lakehaven Utility District 11111 1111f •j 1Ill/IIII j 16IDevelopment Services J Box 4249 Federal W.ay;WA.98063-4249 II .?I j 20060i2600O KING eeinor s0a Eqs ae.s484 KING6C��ye 12 COVERR'SHEET Document Title: Easement for Sewer Facilities Reference Number(s): Grantor.(s): EXCI$. TAX REQUIRED Dirk,Vanzcll&Amanda . Graniee(s)t. Lakeha:ven Jtility District Legal Description: `Ptn SE '/4 of;:S "'h,.STR 33-22N-4E,WM,King Co.,WA Additional legal.description is on Exhibit"A"of document. Asse>ssor's Property.Ta Parcel/Account Number: '332204=902 • DISTRICT tSE ONLY BELOWTHIS.LINE Account Number: Project Number: 2273 000.000 _ . 620 2029 Fund (circle one) A ount WATER SEWS /JOINT $36 00 • EASEMENT FOR SEWER FACILITIES THIS AGREEMENT by and between Lakehaven Utility District, a municipal porporation of King County, Washington, hereinafter termed "Grantee" and Vanzell:&Amanda Kirk ,hereinafter termed"Grantor". • • WIT1 SSETUk, That Grantor,':for a d : i consideration of one Dollar or other valuable consideration, the'receipt;bf.which;is`hereby acknowledged, hereby conveys to the Grantee, • A perpetual, non-exclusive easement and right-of-way for sewer facilities and all appurtenances related thereto, through,over and.across the following described real property. See Exhibit &:B • Grantee:dnd::its agents, designees or assigns shall have the right, without prior institution.of any suit or pr..oteeding at law and without prior notice to Grantor, at such time as Grantee,deems necessary,to enter upon said property, by foot or vehicle, for the installation, repair, reconstruction or maintenance of sewer facilities and appurtenances„without incurring•:any.legal obligation or liability therefore, provided that such shall be accomplished in a-manner:that existing private improvements shall not be disturbed or destroyed or.in the event'that they are disturbed or destroyed, they will be replaced or repaired,as nearly:as is practicable,to.as good a condition as they were immediately before the propertywas entered upon.by the Grantee. Kirk Sewer Extension Agreement No. 02-548 Easement.No. 2.0.:7 — LUD 201.E.09(10/27/97) "' Grantor hereby agrees that no building, wall, fence, rockery, trees or structure of >any:kind shall be erected or planted, nor shall any fill material be placed within the boundaries.of said easement area. No excavation shall be made within three feet of said .sewer service facilities and the surface level of the ground within the easement area shall be:Maintained at the elevation as currently existing. In the event that this provision is violated,the Grantee shall have the right to require removal of any such structure and same shall.:be accomplished within:a reas.©nable period of time and at Grantor's expense. Failure :. ::of Grantee to o exercise'its right to require removal shall not constitute waiver of this right. Grantor additionally,trants to the Grantee, its agents, designees or assigns, the use of such additio.nal'area`immediately adjacent to said easement area as shall be required for the construction, reconstruction,maintenance and operation of said sewer service facilities. The use of such additional area shall be held to a'reasonable m inimum and be returned to the condition existing immediately before the'property:was e>�tered upon by Grantee or its agents. This Agreement and each of the terms provisions;conditiona'.and covenants herein shall be binding upon and apply to the benefit:of.the.parties hereto: and their respective successors and,assigns. DATED this day of Aw of 4. i'3.r�e. , ' :.Z.o a: . B /�,, By ..... STATE Of WASIEIINGT:ON,}_,,..,. ss: County of I0(..s= },.. I certify that-I'know or have satisfactory evidence that\I A1-126LL )2 1.. Z-R_. and --z', , M i}p p} l t„t X___, signed:this instrument and acknowledged it to be- e,free and voluntary act for the uses and purposes mentioned in the instrument. DATED: if/q/P-t65-7:. . • .„0100_,.; g 77-c.„4„... , x o v�`�Q�w = N tary Public: i f^ ��) �/ Title ty Tyit oh Nu.ze.z My appointment expires fl ,� ava-7.. LUD 201.E.09(10/27/97) r . - .. , .,.. . : , . . , . : . . . , . . EXHIBIT A , ....„: SANTIARY SEWER EASEMENT :.: .:* ..... ..: :.:: . ..:. ..'• LEGAL DESCRIPTION . •. , iDE:isIORTII 10,:o0 FEET OF THE SOUTH 40:00 -.E.E1 OF THE WEST 275.00 t1.b1 OF THE EAST 390.00 FEET OR THE SOUTHEAST QUARTalt OF THE SOUTHWEST QUARTER.OF SECTION 33, TO 2WNSHIP.2 NORTWRANGE.4AAST,wai3OngyTE MERIDIAN,INKING COUNTY, WASHINGTON. . • . . , . . 'S,)OV wAs elip IN, 0 • ...... '''.......• • ii7A? ' 9Z ::.%:: : . . : .. . : • • 1./40 : ...2 ; o. EX P.- MFA•I-I:-vtir"" i . . . . , - • • --.,. . . • : . . . . : :...: ' -;•••- : • , •. . . . • , . . . 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WQ U U �V q • Y:N tl b F- :ID 0 . p. • • i . • • z :. .,:o 0,3 • _ ¢ }� N:O II } W :WO '-.,C):: cb, \a 7 0 y fk %tAt )'••• ) 14 h1,1---r- /91...45 p--c 312 2�' , _ �, �/ w _ sa,``-fro 1/6/ A-e..t1 4-0 'rod e-Q_ 141 Sio vrf- p 2 r F 4-4 oAlrfs RECEIVED 7 2008 CITY OF FEDERAL WAY CDS (w6) -z 2 9- 6'/27. ... YGbL 4CONGQ.��1�r�,�OH/l s o, 5 40.- P(u d 0 �y/- 109'3 l6 - E i WWW O 1 /O6 3ll) O /�] W W W an N itAl Mt. sow OCA �5 7-0 (a44 (- ' 7411.A- /#J s' aaa L30tA i;fr . + li1iS �c J r� �ai.,46 (G.h4 AAA L./ od1 - Pvi ��S si2.10os fs d-A-4 '$r Ati GuS /Z.00 I C)L-t ibt �v i�t t•y�L�t. c, " l / 4 (Ak J s �`� I �,� u__ to,ai G( o.f 17—( )= 11-3Z v—" Cr6ok O vs;f 1, ;tom asi1 2Z ( 2S (cdst, t3�J d, -4zs,o0 SLQA 0G- 10 449D-5o CITY OF CITY hL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.corn December 28, 2007 Son Nguyen 2312 288th St Federal Way, WA 98003 Re: File No, 07-103416-000-00-EN SON SHORT PLAT-2312 S 288th St AUTHORIZATION TO PROCEED; Clearing, Grading, Erosion Control, Storm Sewer, and Frontage Improvements. Dear Mr. Nguyen: The project referenced above has been reviewed for consistency with Chapter 20 of the Federal Way City Code and other standards, policies and regulations of the Department of Public Works. All applicable fees have been paid and a performance bond was submitted to guarantee the performance of required civil-related work. A Certificate of Insurance from the contractor, naming the City of Federal Way as an additional insured must also be submitted. The plans for the improvements referenced above are hereby conditionally approved. Construction of the improvements may commence when the conditions of this letter have been fulfilled. Prior to starting work, a preconstruction conference with Public Works must be held. To schedule a preconstruction conference, call Sean Wells at (253) 835-2731. (Note: A minimum of three working days advance notice is required to schedule the preconstruction meeting.) The developer's on-site construction superintendent must attend this meeting in order to receive the approved plans. Additional items that may be required prior to starting construction or final project approval are as follows: 1. All utility agencies have been notified at least two working days prior to any excavation (Call Before You Dig: 1-800-424-5555). 2. All detours or traffic diversions shall be signed in compliance with the current edition of the Manual on Uniform Traffic Control Devices. A detour plan shall be submitted when necessary to the Public Works Department. The plan shall be delivered at least seven days prior to the actual detour or diversion. Recommended methods for routing traffic through or around a construction project are available at the Public Works Department. l:\CSOC\DOCS\SAVE\2943435 5059.DOC Son Nguyen Re: File No. 07-103416-000-00-EN December 28, 2007 Page Two 3. All materials and construction shall conform to the current edition of the King County Road Standards, King County Surface Water Design Manual, Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, and the City of Federal Way Public Works Development Standards. 4. The applicant must contact Lakehaven Utility or Tacoma Public Utilities for water and sewer requirements and/or permits. 5. Installation of improvements shall not interfere with any work being performed under a City of Federal Way contract. Rather, it shall be scheduled to prevent any delay or extra cost to a City project. 6. Final Review: Following construction approval of the storm water facility and frontage improvements and prior to receiving final approval, an "as-built" mylar original (free of stick-on notes and shading) and two sets of blueprint copies shall be submitted by the applicant's engineer along with any necessary easement or other legal documents. These documents shall be submitted to the Public Works Department and reviewed by the Law Department prior to final approval. 7. No final inspection will be scheduled and no Certificate of Occupancy issued prior to the completion of the engineering improvements authorized for this project and the acceptance of the as-built submittal by the Public Works Department. 8. Upon completion of the street improvements, the developer shall coordinate with the City of Federal Way for street sign and striping installation. As per the Public Works Development Standards, the developer will provide pavement markings and street signs, including poles and hardware, under the City's direction to establish uniformity. If you have any questions or concerns regarding this letter, please call Sean Wells, P.E., at (253) 835-2731. Sincerely, Ken Miller, P.E. Deputy Director Public Works KM/SRW:cc cc: William Appleton, Development Services Manager Project File/SRW Day File L:\CSDC\DOCS\SAVE\29434355059.DOC Page 1 of 3 Sean Wells - Re: FW: Son Short Plat ROW Dedication Exhibit From: Sean Wells To: Tong@bestre.com Date: 12/28/2007 12:25 PM Subject: Re: FW: Son Short Plat ROW Dedication Exhibit Long, We received the approved copies of the plans, mylars, and signed License on December 17th. We can now schedule a pre-construction conference at your convenience. Please email me or call me to set up a time and date. We will need the Certificate of Insurance at the time of the pre-construction meeting. Also, the following items are outstanding, and need to be resolved prior to the issuance of the final short plat: 1. Proof of release of the two utility easements within the right-of-way dedication area. You need to contact the utility companies who hold these easements and get them to release the easements per the form emailed to you previously. 2. Sign and notarize the statutory warranty deed for the right-of-way dedication (to be done at a later date). Thank you, Sean R. Wells, P.E. Sr. Engineering Plans Reviewer City of Federal Way Public Works Department Ph: (253) 835-2731 / Fx: (253) 835-2709 >>> "Cheryl Girard" <cg@geodatum.com> 11/20/2007 4:43 PM >>> Good News Long, See e-mail below giving you instruction as to what needs to happen next. Call if questions. Cheryl From: Sean Wells [mailto:Sean.Wells@cityoffederalway.com] Sent: Tuesday, November 20, 2007 3:50 PM To: cg@geodatum.com Subject: Re: Son Short Plat ROW Dedication Exhibit Cheryl: file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\4774EB22CHP... 12/28/2007 Page 2 of 3 There are several items that are required at this time: 1. The mylar drawings have been signed and approved. We require 3 full-size copies and 2 half-scale drawings to be made and returned along with the original mylar plans. The mylars are in will-call for you to pick up, make the copies, and return. 2. The property owners need to sign and notarize the License agreement. This License allows City Workers to enter the property during construction and make inspections. We terminate the license at the end of the 2 year maintenance agreement. I have also placed this in will-call under a separate coversheet. (it's also attached to this email) 3. We need a Certificate of Insurance naming the City as additional insured, in the amount of$2,000,000.00. 4. Payment of the outstanding fee, $6,439.00. Once those are completed, we can schedule the preconstruction conference and issue the Notice to Proceed. Also, I have prepared the Right-of-Way Statutory Warranty Deed. There are two easements within the ROW Dedication area. The first is the 10'x10'Telephone and Telegraph easement to Pacific Northwest Bell Telephone Co. (#5867230), and the second is the 10'-wide water pipeline easement to K.C. Water District No. 64 (#5867217). Both of these easements must be relinquished and released prior to recording the ROW Deed and prior to recording the final short plat drawings. I've enclosed a sample release document template for your use with the utilities. You will need to get the releases signed and notarized by the utilities, then recorded with King County. Please feel free to contact me with any questions you may have. Sincerely, Sean R. Wells, P.E. Sr. Engineering Plans Reviewer City of Federal Way Public Works Department Ph: (253) 835-2731 / Fx: (253) 835-2709 >>> "Cheryl Girard" <cg@geodatum.com> 11/16/2007 12:40 PM >>> Sean, Here is the revised exhibit. Let me know if you require any additional information. As far as I know, I don't need to do anything else but get the Utility District approval for SS construction. Have a great weekend. Cheryl file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\4774EB22CHP... 12/28/2007 Page 1 of 2 Sean Wells - Re: Son Short Plat ROW Dedication Exhibit From: Sean Wells To: cg@geodatum.com Date: 11/20/2007 3:50 PM Subject: Re: Son Short Plat ROW Dedication Exhibit Attachments: License Son Short Plat 07-103416-EN.doc; partial release of easement.doc Cheryl: There are several items that are required at this time: 1. The mylar drawings have been signed and approved. We require 3 full-size copies and 2 half-scale drawings to be made and returned along with the original mylar plans. The mylars are in will-call for you to pick up, make the copies, and return. —2. The property owners need to sign and notarize the License agreement. This License allows City Workers to enter the property during construction and make inspections. We terminate the license at the end of the 2 year maintenance agreement. I have also placed this in will-call under a separate coversheet. (it's also attached to this email) 3. We need a Certificate of Insurance naming the City as additional insured, in the amount of$2,000,000.00. 4. Payment of the outstanding fee, $6,439.00. Once those are completed, we can schedule the preconstruction conference and issue the Notice to Proceed. Also, I have prepared the Right-of-Way Statutory Warranty Deed. There are two easements within the ROW Dedication area. The first is the 10'x10'Telephone and Telegraph easement to Pacific Northwest Bell Telephone Co. (#5867230), and the second is the 10'-wide water pipeline easement to K.C. Water District No. 64 (#5867217). Both of these easements must be relinquished and released prior to recording the ROW Deed and prior to recording the final short plat drawings. I've enclosed a sample release document template for your use with the utilities. You will need to get the releases signed and notarized by the utilities, then recorded with King County. Please feel free to contact me with any questions you may have. Sincerely, Sean R. Wells, P.E. Sr. Engineering Plans Reviewer City of Federal Way Public Works Department Ph: (253) 835-2731 / Fx: (253) 835-2709 >>> "Cheryl Girard" <cg@geodatum.com> 11/16/2007 12:40 PM >>> Sean, file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\47430241CHP... 11/20/2007 • i Page 2 of 2 Here is the revised exhibit. Let me know if you require any additional information. As far as I know, I don't need to do anything else but get the Utility District approval for SS construction. Have a great weekend. Cheryl file://C:\Documents and Settings\default\Local Settings\Temp\XPgrpwise\47430241CHP... 11/20/2007 ` CITY OF ,�... Federal Way Public Works Department 3 q.,00 PROJECT CONSTRUCTION CHECKLIST Project Name: Srt U217 e( I Date: / 2 3 C� Project No: 0 7-(031-a// - By: Circled items need to be addressed. Checked items are complete. 1. ✓ Reproducible Mylars Received. (Photo Mylar) 2. 5 Sets Of Prints Received. 3. ✓ Performance/Maintenance Bond Work Sheet sent to applicant 4. ✓ Performance/Maintenance Bond or Assignment of Funds Document Received. Bond Amount: $ 44 a.5 0 - c 5,_t o�JvsT License Completed. d7/o6 3/0 - 0? ,�,-�� Recording fee paid (Deposit in Amanda). 40 r- 5. a' Check for Administrative Deposit Received (Req. for Bond or Assignment of Funds). Cash Deposit Amount: $ t I. Amount of Bond Amount of Cash Deposit Up to $20,000 5% of Bond (minimum $100) ✓ $20,001-$50,000 4% of Bond $50,001-$100,00 3% of Bond $100,001 and up 2.5% of Bond 6. -- "`Public Works Plan Review Fee. (note, check Amanda for additional fees if necessary) ZI, Z _ Plan Review Fee Amount: $ ) . 2 S 1 3 3e-, 5OZ. oJpd 7. itilk Traffic Mitigation Fee Paid. (note, enter in Amanda per project) 3 3 C e. Traffic Mitigation Fee Amount: $ 8. Ail a Storm Drainage Mitigation Fee Paid. Storm Drainage Mitigation Fee Amount: $ 9. N Street Mitigation Fee Paid. Street Mitigation Fee Amount: $ / — A I �- 1 0 10. ,/ Statutory Warranty Deed, Excise Tax Affidavit, LID subm ( plus recording fee) • 11.4a Storm Declaration of Covenant(Commercial &Private Systems Only, plus recording fee). 12.11l, WSDOT Approval Received. 13. vr Planning Department Approval Received. 4 ) Certificate of Insurance Provided, Naming City as Insured. Amount: $2,000,000.00 Prior to Scheduling Preconstruction Meeting. Project Construction Checklist Revised 3/28/2005 Page i 15.NI King County Street Light Inspection, Traffic Signal Inspection and Sign Inventory Deposit. Deposit Amount: $ Deposit: Signs $20 Each • Street Lights $300 for One, $100 for Each Additional Traffic Signals $10,000 per intersection Request a PO from Traffic Engineer(over $1,000) cc Admins. 17. ✓ Payment of Public Works Inspection Deposit. Deposit Amount: $ Deposit: Small/Med Commercial (0 to 50,000s.f. bldg) $2000/10,000 s.f. Large Commercial (>50,000s.f. bldg) $5,000 +$500 ea additional 10,000 s.f. over 50,000 s.f. Cubdivisions $400/lot xZ- =6 Grading & Filling, Land Surface Modification $500.00 PRECONSTRUCTION MEETING 1. Preconstruction Meeting Scheduled. 2. Development Specialists Notified. 3. Building Department Notified. 4. Planning Department Notified. 5. Approved Plans Issued. 6. Copy of Preconstruction Checklist Provided to Contractor. CONSTRUCTION ACCEPTANCE 1. Final Inspection/ Isssuance of Final Punchlist. 2. Final Punchlist Items Completed. 3. Right of Way Dedication Deed Recorded. 4. As-Built Drawings Received and Approved. 5. Inspection Fees Paid. Amount$ 6. As-Built Review Fees Paid. Amount:$ Project Construction Checklist Revised 3/28/2005 Page 2 WHEN:RECORDED RETURN TO: Name' SON C. NGUYEN Address: 2312 SOUTH 288TH STREET FEDERAL WAY,WA 98003 20050610001851 STEWART TITLE WD 19.00 PAGE001 OF 601 06/10/2005 13:59 KING COUNTY, WA E2129902 08/10/2005 13:58 KING COUNT Y, 627.11 • $259,950.00 PAGE001 OF 001 Escrow.Numbr: 26511155$ vim)�'�_ Filed fof Record at Request of: STEWART TfrLE`:; l� `:...S TAT`U TO:RY WARRANTY D E E�EWART TITLE The Grantor(s);'V;QNZELL KIRK AND AMA#JOA KIRK, HUSBAND AND WIFE for and in consideration of en Dollars and other gvotl end:valuable consideration in f nd paid,conveys, and warrants to A C.NGUYENND��HAT.TIEU, HUSBAND ANDae WIFE,the following described real estate,situated in a Cbunfy of.:KING, tate o ing on: COMMENCING AT THE SOUTHEAST CORNER OE.THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33;T0WNH1P 22 NORTH, RANGE 4 EAST,W.M., IN KING COUNTY,WASHINGTON; RUNNING THENCE WEST 115 FEET;'::,;' THENCE NORTHERLY 172 FEET; THENCE EASTERLY 10 FEET; THENCE NORTHERLY 28 FEET; THENCE•;EASTERLY 105 FEET; THENCE SOUTH 200 FEET TO THE POINT OF BEGINNING;,;'' EXCEPT COUNTY ROAD. • SUBJECT TO: ,,MATTERS`OF.PUBLIC RECORD Assessor`s"Property Tax Parcel/Account Number 332204-9122-05, LEVY CODE: 1205 Dated:JUNE 0.05 s ) a� .cam VANZELL KIRK A,/ a• Rd" � S*`I'z0 o.v,n 1 STATE OF Washington 4'•• N j 1:4 OS 6e1.1G COUNTY OF KING 9 0 ''4n„?9.08�..�'' ';c I certify that I know or have Jhgitiidence.•that VANZELL KIRK and AMANDA KIRK are the persons who appeared before me,and said perons:acknowtedged that theysigned this instrument and acknowledged it to be their free and voluntary act'for:the uses••.and.purposes mentioned in this instrument. ^�YZcc Dated:JUNE 1 ,2005 G Name. (L S GJ0,4� ',,• ;`' . Notary Public in and for the State of Washington My appointment expires: C_a5_G ? R CITY OF Federal Way PUBLIC WORKS DEPARTMENT BOND QUANTITIES WORKSHEET Project Name: Sc,t'i I-eP I PI A T Date: I0-1- ZOO Project No.: O.1 10 31 I & - E-N By: C- - .'4 L 61 PAT-P Site Address: 23 12- 3CA271-I 27 lJ `" j Fill in those items which pertain to this project Public Roadway Private On-Site and return to the Public Works De artment Im rovements Im rovements • • SITE STABILIZATION/EROSION CONTROL Quarry Spells TN 75.00 -MM. In1.111.1 Seeding/Mulch Acre 3,000.00 EffirM MI- IMMI Silt Fence LF 4.00 �Z 00 0 0 Netting Jute Mesh SY 13.00 Sediment Pond Standpipe EA 200.00 - Sensitive Area Fencing LF 3.00 E1111... Catch basin inserts EA 70.00 IIMIIIIEIIIRTAIII MIMEO Subtotal �" I" ROAD CONSTRUCTION Clearing &Grubbing LS Bid Estimate $ Sawcutting LF 1.30 1 `-3 Q $ 2-41 Excavation&Embankment CY 18.00 5 $ 90 AC Pavement TN 70.00 I .0 $ •1 0 CSTC TN 20.00 I , 0 $ ZC Cement Concrete Curb/Gutter LF 15.00 q 0 $ I3 .-U Extruded Asphalt Curb LF 5.00 $ Concrete Sidewalk SY 25.00 9O $ ,27 Concrete driveway approach SY 45.00 '] $ 31 Monument in case EA 155.00 $ Adjust ex. monument to grade EA 330.00 $ Adjust ex. cb to grade EA 500.00 $ DRAINAGE PIPE 6" Pipe LF 12.00 $ 8" Pipe LF 28.00 $ 12" Pipe LF 44.00 $ 18" Pipe LF 44.00 $ 24"Pipe LF 58.00 $ 36" Pipe LF 101.00 $ 48" Pipe LF 94.00 $ 54"Pipe LF 117.00 $ 60" Pipe LF 143.00 $ 72" Pipe LF 235.00 $ CATCH BASINS Inlet&Grate EA 475.00 $ CB Type I &Grate EA 900.00 $ CB Type II 48"&Grate EA 1,900.00 $ CB Type II 54"&Grate EA 2,000.00 $ CB Type II 60"&Grate EA 3,200.00 $ RESUBMITTED CB Type II 72"&Grate EA 5,000.00 $ CB Type II 84"&Grate EA 9,100.00 $ O C T 0 4 200? CB Type II 96"&Grate EA Bid Estimate $ Round solid locking lid EA 360.00 $ CITY OF FEDERAL WAY Abandon exiting cb EA 325.00 $ BUILDING DEPT. c:\documents and settings\cgirard\local settings\temporary Internet files\content.outlook\aia7532g\bond quantites worksheet 2-6-07.doc Last Revised: FEB 2007 Page 1 CITY OF Federal Way RETENTION/DETENTION CONTROL Pond Excavation&Spillway CY 7.00 $ Restrictor/Separator EA 750.00 $ Vault EA Bid Estimate $ t Gravel Access Road LF 15.00 $ Rip Rap Outfall Protection CY 17.00 $ Bollards EA 500.00 $ Fencing (around pond) LF 12.00 $ Infiltration Trench w/12" Perf LF 18.00 $ Flow Spreader LF 20.00 $ Trash Racks EA 200.00 $ WATER QUALITY Bioswale EA Bid Estimate $ Wetvault EA Bid Estimate $ Stormfilter Vault EA Bid Estimate $ Stormwater wetland EA Bid Estimate $ Sand Filter EA Bid Estimate $ Catch basin inserts EA 800.00 $ Oil/Water Separator EA Bid Estimate $ High Flow Bypass EA Bid Estimate $ RETAINING WALLS&STRUCTURES Retaining Walls SF 23.00 $ Bridges LS Bid Estimate $ TRAFFIC &LIGHTING Signalization LS Bid Estimate $ Channelization LS Bid Estimate $ Signs EA 100.00 $ Streetlights(City Center) EA 5,000.00 $ Streetlights (Standard) EA 3,000.00 $ RIGHT-OF-WAY LANDSCAPING Street Trees EA 300.00 $ Sod SY 10.00 $ Shrubs(City Center) EA 6.00 $ Tree Grates(City Center) EA 700.00 $ From Private On-Site Improvements Section (Pg 1) Subtotal rr��.,' -7a(' Subtotal ,...,,...00_1...),AV.( "A" $ . 3 "B" $t10110" 4 Signature 6:7 a It)I-1 -115 -S37- 3 Firm Name Telephone Number THE FOLLOWING INFORMATION WILL BE COMPLETED BY THE LY7Y'OF FEDERAL WAY PUBLIC WORKS DEPARTMENT: Public RoadwayImprovements(Subtotal"A -''� Private Erosion/Sedimentation Control(Subtotal"B"): $ ? , D Subtotal("A'+"B''): $ -ate,6, ... CONTINGENCY 20% TOTAL BOND AMOUNT $ 'q Z5 c:\documents and settings\cgirard\local settings\temporary Internet files\content.outlook\aia7532g\bond quantites worksheet 2-6-07.doc Last Revised: FEB 2007 Page 2 0 41/46 CITY OF Federal Way PUBLIC WORKS DEPA RTMENT INFORMATION SHEET for AGREEMENT & PERFORMANCE/MAINTENANCE BOND. Project Name: SO 1J SftOR P Application Number 07- /0 3 L/I _ E N Development Review Engineer: I \A)( L.l BOND PRINCIPAL INFORMATION PERSON(S) ENTERING INTO THE AGREEMENT WITH THE CITY Bond Principal: State of Incorporation: Nature of Principal's Entity: (if applicable) (i.e.Corporation,General Partnership,Limited Partnership,Individual,etc.) Individual Signing on Behalf of Principal: (Name) (Title) Mailing Address: (Street) (City) (State) (ZIP) Phone: Fax Number: ❑ Attach Signature Authority (except for individual entity). (This is an official document that has been submitted to the State showing who has authority to sign legal documents on behalf of the company. i.e.Corporate Resolution,Company By-Laws,or State License showing Corporate Officers) PROPERTY OWNERS INFORMATION Property Owner's Name if Individual: ti I'C{(/Li EN Spouse: Property Owner's Name if Proprietary Then: Mailing Address: 2-3 I �. ��C%4'-r1a z36 I i► j1FEDEICAL cT 3 (Street) (City) (State) (ZIP) Phone: 0--Z2-& 3-7 5-6 k:\development services\development standards\2007 dev standards\checklists\bond information worksheet.doc PROJECT" INFORMATION Project Name: ;DON, O(J1 L„, T Permit Number: (77 — I O3 1 i( N Address: '2 3I Z C 3Z4 .-G/ / "Z/� Description of Work: The Principal has entered into an Agreement with the City for the civil infrastructure required as part of the subject development which includes: Curb &Gutter Sidewalk Erosion Control Streetlights Utility Work ❑ Signalization ❑ Channelization ❑ Drainage ❑ Planter Strip with Street Trees Paving Other Required Information: ❑ Full Legal Description ❑ Abbreviated Legal Description X Parcel Number(s) BOND COMPANY (SURETY) INFORMATION Company Name: Mailing Address: (Street) (City) (State) (ZIP) Phone: Fax Number: State of Incorporation: Nature of Bond Company's Entity: (i.e.Corporation,General Partnership,Limited Partnership,Individual,etc.) APPLICANT INFORMATION IF DIFFERENT FROM BOND PRINCIPAL OR PROPERTY OWNER Applicant's Name: Title of Person Signing on Behalf of Applicant: Applicant's Address: (Street) (City) (State) (ZIP) Applicant's Phone: FOR CITY USE ONLY BOND AMOUNT:_$ ADMINISTRATIVE DEPOSIT :_$ ti k:\development services\development standards\2007 dev standards\checklists\bond information worksheet.doc Worksheet for Statutory Warranty Deed Grantor: (indicate whether an individual or corporation): ti' NG O F N (ilji , D 2kL) Abbreviated Legal Description: 33Z Oq qi Full Legal Description (attach and label as "Exhibit-A" if long): Assessor's Tax Parcel ID #(s): 3\3 aac y 9 /aa Signator: 6(ON) NCB 1>`rtt\l Title: Address: P Pao�g- o#: - /03u %6 - C 1J Permit is for(single-family home, commercial retail building, church, etc.): If owner is a corporation, attach Proof of Authority to sign (corporate minutes) ADDITIONAL RIGHT-OF-WAY DEDICATION TO THE CITY OF FEDERAL WAY FOR THE PURPOSE OF PUBLIC ROADWAY AND UTILITIES; THE SOUTH 16.0 FEET OF THE EAST 115 FEET OF THE SOUTH 200 FEET OF THE SE 1/4 OF THE SW 1/4 OF SECTION 33, TOWNSHIP 22, RANGE 04 OF THE WILLAMETTE MERIDIAN EXCEPT THE COUNTY ROAD AND EXCEPT THE ARMEL ADDITON AS PER RECORDED IN VOLUME 85 OF PLATS, PAGE 29, RECORDS OF KING COUNTY AUDITOR. GeoDatum In 1505 NW Mall Street Issaquah,WA 98027 SURVEY-CIVIL-STRUCTURAL Ph:(425)837-8083 Fx:(425)837-0583 contactus@geodatum.com October 1,2007 City of Federal Way-City Hall 33325 8th Avenue South Federal Way,WA 98063-9718 Attn: Sean Wells,P.E.Senior Engineering Plans Examiner Re: Son Short Plat-File#07-103416-00-EN Response to Engineering Review Technical Comments The following is a summary of the changes made based on the set of comments received from the City of Federal Way Engineering Review letter dated September 7,2007. Each comment item is listed with our response as to how the comment has been addressed. '1. The City of Federal Way standard approval block has been added to the lower right corner of each drawing with the project permit number indicated within the approval block. The legal description on sheet 1 has been corrected. /3 The mailbox locations have been indicated on sheet 1 as designated by US Postal Service. 4. The City's Engineering Inspection Phone Number has been corrected as indicated. Grading and Rockery revisions to accommodate sight distance requirements have been shown on the revised Civil plans. -6`,1 The sight distance triangle is shown on sheet C4. �f. Existing and proposed water,sanitary sewer and storm drainage systems are now shown on the plans. The drainage sub-basin break line and flow direction is now shown on sheet C4. AExisting and proposed easements are now shown on the plans. 10. Offsite interim CB protection is now indicated for nearest CBs east and west, locations approximated and a CB protection detail included on sheet C3. Ai. The silt fence detail Figure D.4.E of the 1998 KCSWDM has replaced the previous detail on sheet C3 12. The length of the proposed driveway surface flow dispersion trench has been modified to provide 25 feet separation from the property line to the south and a thickened asphalt edge has been provided between the end of the trench and the back of sidewalk. XS A note has been added to the TESC requiring silt fence trench to be hand dug beneath existing tree driplines along the east property line. 14. Sheet C-5 and the TIR now indicate the 1998 KCSWDM as the standards for drainage design. In conformance with the closing paragraph of the September 7,2007 engineering review comment letter,we are returning the engineering review drawing redlines, submitting 5 sets of revised folded plans(revision block completed)and have completed the bond quantities worksheet and other paperwork provided. Please review the plans and paperwork and notify me as to project approval status. Respectfully, Cheryl Girard,PE RESUBMITTED GeoDatum, Inc. OCT 0 4 200P CITY OF FEDERAL WAY BUILDING DEPT. ENGINEERING REVIEW RESPONSE #1 PAGE 1 OF 1 1 0/1/2007 ` CITY OF CITY HALL 33325 8th Avenue SO Federal Way Mailing Address: PO Box 9718 Federal Way,WA 98063-9718 (253)835-7000 wwwcityoffederalway corn September 7,2007 Mr. Son Nguyen 2312 S 288th Street Federal Way,WA 98003-3335 RE: Permit No. 07-103416-00-EN;SON SHORT PLAT 2312 S 288th St Engineering Review Technical Comments Dear Mr.Nguyen: If the engineer and/or owner have any questions regarding this comment letter or the outstanding items needed prior to permit issuance, we would be happy to meet with you in our office to clarify the requirements. Staff has reviewed the plans and reports for the above referenced project and has the following comments. A. The following items are required prior to Construction Plan acceptance: CIVIL PLANS �1. The City's standard approval block shall be located in the lower right corner of all drawings. Permit number shown on top of approval block. <2. The legal description on Sheet 1 is incorrect. Provide a statement that the mailbox locations have been designated or approved by the U.S.Postal Service. }k The City's Engineering Inspection Phone Number (on Sheets Cl and C4) should be (253) 835-2700. The preliminary short plat review required that a portion of the rockery, west of the driveway entrance, be removed and replaced to accommodate the sight distance requirements. Please show this work on the plans. The sight distance triangle shall be depicted on the plan set. "1.. Show the location of all existing and proposed utilities to the site. Primarily, show the proposed sewer connection east of the site. Show where in the curb line the basin break is, denoting gutter flow with small arrows. Show the location of all easements on the plans. Provide off-site interim CB protection and details. I_`CSDC,DOCS\SAVE`,23548077080.DOC Mr.Son Nguyen RE: Permit No.07-103416-00-EN:SON SHORT PLAT September 7,2007 Page 2 Replace the silt fence fabric detail with Figure D.4.E of the 1998 KCSWDM. -12. Per KCSWDM Figure C.2.H, the gravel trench along the driveway shall end 25 feet behind (north) of the property line. From that point south, provide a thickened edge curb along the west side of the driveway and let the drainage sheet flow to the street. 4-3: Place a note on C4 that shows and states that silt fence trench shall be hand dug under the area under the driplines of the trees on the east property line. Sheet C5 and the TIR should reference the 1998 KCSWDM. The City has not adopted the 2005 manual at this time. B. Preconstruction Meeting 1. Once we approve the plans for construction, the owner or agent and contractor must meet with our inspection team at a pre-construction meeting. At this meeting you will receive the notice to proceed and a copy of the approved plans. C. The following items are required prior to scheduling a preconstruction meeting: 1. Provide a Certificate of Liability Insurance remaining in force until the City issues final construction acceptance. Specify the liability insurance in the amount of not less than one million dollars combined single limit bodily injury and property damage, with a two million dollar aggregate. Include the City of Federal Way, its officers, and employees as additional insured's with respect to the terms and conditions of the policy. Reference Son Short Plat,07-103416-00-EN on the Certificate. 2. Provide a performance/maintenance bond referencing Son Short Plat, 07-103416-00- EN on the bond. Complete the enclosed "Performance/Maintenance Bond Worksheet"and return with revisions. 3. Provide one set of reproducible Mylar plans for approval. Once approved,pick up the Mylar plans and make 5 copies of full scale drawings and two half-scale drawings, and return them to the City. D. Public Works Development Services will recommend release of financial securities when the following items are completed: 1. Completion, to the satisfaction of Development Services, of all work indicated on the plans. 2. Submittal of one set of reproducible Mylar as-built plans along with two sets of blueprint copies. All sheets containing road and drainage plans, profiles and associated details shall be included in the as-built set. It is not necessary to include grading and erosion control plans and details. The as-built plan set shall be stamped "RECORD DRAWING" and shall be signed and stamped by a professional engineer or land surveyor. L:\C SDC.DOCS\SAVE'.23548077080.DOC i Mr. Son Nguyen RE: Permit No.07-1 034 1 6-00-EN;SON SHORT PLAT September 7,2007 Page 3 3. Permanent stabilization and restoration of the project site. Final replanting may be delayed to the appropriate season, provided that temporary soil stabilization measures are in place and financial security is provided to assure the completion of work. 4. Payment of all outstanding fees. 5. Fulfillment of all conditions of approval. 6. Submittal of any required maintenance bonds. E. Please be aware of the following requirements by other agencies associated with the proposed construction: 1. This project includes the construction of rock walls or other retaining facilities that may exceed four feet in height, which require a building permit. All redline prints must be returned with the next submittal. Your next submittal shall consist of five (5) folded complete sets of construction plans. Per WAC I 96-23-020(3)(d) "revised plan sheets shall clearly identify on each sheet, the revisions made and shall contain the name and seal of the licensee, and signature of the licensee with the date the revision was made." If you have any questions or comments regarding this letter or redlined prints, please feel free to contact me at (253) 835-2731 or by email at lean.wells(wcityoffederalway.corn. Sincerel 7 an R. Wells, P.E. nior Engineering Plans Reviewer SRW:cb Enclosures: Redline Plans Performance/Maintenance Bond Worksheet Bond Quantities Worksheet Worksheet for Statutory Warranty Deed cc: Sarady Long,Traffic Engineer Project File/SRW Day File L:':CSDC.t)OCS SAVE 2354sO7708U DOC RE IVED 1 D 34 L Federal Way RM IT COMM[INIIY DEVELOPMENT SERVICES J U N 2 2 O; SF' MF CO ME EL PL DE N FP 333 FEDERAL SOUTH 98063 971 9718 40PRIIA CATI O N / / FEDERAL WAY,WA 98063-9718 253-835-2607•FAR 253-835-2609 CITY OFAYuWmr(!4c>aC,lcra(u[iLCt BUILDING OEPT. The following is required*formation-an incomplete application will not be accepted. Please print legibly(in ink)or type. /� - PROPERTY/� INFORMATION SITE ADDRESS -3 12 5', 2 J I Ki � SUITE/UNIT# ASSESSOR'S TAX/PARCEL# 3 2. 2- 0 ��4 - /+. 'I 2. T2-� LOT SUE(sf) 1 LEGAL DESCRIPTION(e.g.Aane F.stntp i+ s.Lot 1) CiC T , - ( hselxnutv Page for lengthY k PROJECT INFORMATION TYPE OF PERMIT ❑BUILDING 0 PLUMBING 0 MECHANICAL 0 DEMOLITION ❑ ELECTRICAL XENGINEERING 0 FIRE PREVENTION SYSTEM PROJECT DESCRIPTION(Provide detailed description of work included on this permit only) - t)N T1Ot\J5 6Ici TN- Z. L-or peAl nJrkr 12eVI PROJECT NAME(Name of Business or Owner Last Name) SON( J (2.- . RA-r- im PEOPLE INFORMATION PROPERTY ERSoil 1�IC��I�,`pr��N PRIMARY PHONE (2069)M6) -37510 MAILINGS 3 I Z + w V " $T DRESS CITY, A -/ wit E-MAIL ADDRESS CONTRACTOR COMPANY NAME APPLICANT NAME OFFICE PHONE ( ) MAILING ADDRESS CrIY,STATE.ZW CELL PHONE ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE FAX NUMBER ( ) CONTRACTORS REGISTRATION NUMBER EXPIRATION DATE E-MAIL ADDRESS COPY of cant regaltad with each application FFICE PHONE APPLICANT � L O v6 ye of I.�il(✓ ) 226'-37 MAR/NG ADDRESS cm.STATE,ZIP k I � i ( PHONE t RELATIONSHIP TO PROJECT FAX NUMBER ❑1A Architect o Tenant )(Agent ❑ Other ( ) PROJECTCONTACT V & NCkL7'rVl czo(PRIMARYPHONE RIESS L , @ b ' re,.dom (20(0)22-(v 3�5(0 y bes LENDER NAME Per RCW 19.27.095: Lender Worniation is required if project value exceeds$5,000 MAILING ADDRESS CITY,STATE,ZIP PHONE ( ) • DETAILED BUILDING INFORMATION EXISTING USE PROPOSED USE EXISTING ASSESSED/APPRAISED VALUE$ VALUE OF PROPOSED WORK $ SPRINKLERED BUILDING? ❑YES o NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? ❑YES ❑ NO WATER SERVICE PROVIDER ❑LAKEHAVEN ❑HIGHIINE ❑ TACOMA ❑PRIVATE(WELL) SEWER SERVICE PROVIDER ❑LAKEHAVEN ❑ HIGHLINE ❑ PRIVATE(SEPTIC) III PROJECT FLOOR AREAS AREA DESCRIPTION EXISTING PROPOSED TOTAL SQ.FT. Sg.FT. Sg.FT. BASEMENT FIRST SECOND THIRD ADDITIONAL FLOORS(DESCRIBE) DECK(❑COVERED OR 0 UNCOVERED?) GARAGE 0 CARPORT 0 NUMBER OF FLOORS eEEPT PROPOSED ae, TOTAL TOTAL=SUMSIF TOTAL PRO S=SS' TOTAL sr "lVEW HOMES ONLY" NUMBER OF BEDROOMS ESIIMATED SELLING PRICE $ FIXTURES Indirate number of each type of j?rture to be installed or relocated as part of this project Do not include existing fixtures to remain. MECHANICAL Value of Mechanical Work$ (A COPY OF BID OR ESTIMATE MUST BE INCLUDED WAH APPLICATION) AIR HANDLING UNITS EVAPORATIVE COOLERS GAS PIPE OUTLETS WOODSTOVES BBQS FANS GAS WATER HEATERS MISC(Describe) BOILERS FIREPLACE INSERTS HOODS(Commercial) COMPRESSORS FURNACES RANGES DUCTS GAS LOG SETS REFRIG.SYSTEMS PLUMBING BATHTUBS(or b/shower Cwobol LAVS LBatiuoom Sinks) URINALS MISC(Describe) DISHWASHERS RAINWATER SYST VACUUM BREAKERS DRINKING FOUNTAINS SHOWERS WATER CLOSETS((abet) ELECTRIC WATER HEATERS SINKS WASHING MACHINES HOSE BIBBS SUMPS SIGNATURE I certify under penally of perjury that the information furnished by me is true and correct to the best of my knowledge,and further,that I am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only where such claim arises out of the re. -ice of the city, lulling its officers and employees,upon the accuracy of the information supplied to the city as a part of this application. PTAME/TITLE / ( DATE (4zLl Vq ignat � (title) ,�.�1/ /// RELATIONSHIP TO PR e 0 Owner ❑Agent 0 Contractor CI Architect Other 1!i 96` c if FOR OFFICE USE ONLY ❑NEW ❑ADDITION a ALTERATION ❑REPAIR ❑TENANT IMPROVEMENT BUILDING SHELL ONLY? ❑YES o NO BASIC PLAN? o YES o NO ZONING DESIGNATION CHANGE OF USE? ❑YES o NO NEW ADDRESS REQUIRED? o YES ❑NO UP/SEPA/SU? ❑YES ❑NO PLATTED LOT? ❑YES o NO DEMO PERMIT REQUIRED? o YES o NO Bulletin#100—April 2,2007 Page 2 of 4 k\Handouts\Pennit Application SE 1/4, SW 1/4, SEC 33, TWP 22N, RGE 4E, W.M. E '� CC f E� 2' gNWfO SIIPFKIHG IM COURY 3/8- EXPANSION JOINT - 1/2- RADIUS mC pfiYLtJ WfIfR VY OEfM ]-1 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", WITH 2' CSTC. 3. WHEN CHECKED WITH A 10 FOOT STRAIGHTEDGE, GRADE SHALL NOT DEVIATE MORE THAN 1/8 INCH AND ALIGNMENT SMALL NOT VARY MORE THAN 1/4 INCH. SIDEWALK I DI!-1N20AI 18 min xorts: ewufMvyixamRUL omfwAn wove mu+ a' w. e< RRRRom m rn vMRRw mrvimR]m mAfrc sum Mm xvm a nn: Aamm sRRm. M2 COWE%1♦2/INW510.♦L pIM1E1YF3 91W1 MAK IM RYN9M NXM 1➢G1f0 M-wplx. ]fE xtllb RC Sm. 2 IlL $C. J1.IJ M9 CIRB CEiK wUNNO ]-I. J. <mcacf zwu m mvn rn+c. ans ]om wm n m sa un exmeMwr. ♦. iNl mPM E1lM1AG1 .pM f MMWY NOM 6 la' M wF.VfR. 3. RFF]A TO SfCIpN x2111w1 pTfMY >D.YIXG 'IA�p PVs I CURB & GUTTER SECTION DRIVEWAY I DM' 3-6 I' Ll ig f%iRU0E0 A99WT OA ttLGli Im USE N MNAU PIAImIG IMA4 p y yR Y MID QmfA C :.♦' •i'`';• it L vAra - Hx.r awa a AaR emx efMvr mne,Fre a oR Mmal f%91TMa). Mx. r asm LSrtxf. PLt1f. f�Rln RR',c m k o nrte Rfine�NR,rt ] R � y' i. � oRa >-] mR .loan wuwvRDns. M iaX' Rau unlm m wTw Ramne swmnrox. J. sv smu xv RM vnRLam cww Mw+xwaf. I R w I w m x em am a .wRRvm m nMue warzo a®'e. a o�uM ca],a RDRALCp, Lau 6 rm[V. m wsvvu A wMMM +r 1 RiJll AI.E w aumR wM9 CURB DETAILS 3-{ ALEVEL OUTLET — 77 a 7 24 min TRENCH X-SECTION 1)]-% WASHED ROCK DRIVEWAY DISPERSION N TS JI DRt SLOPE 25' O• G�'�Fv'fio eL�Frgr 10 R FO PLAN SHEET FLOW DISPERSION FROM A RESUBM! 1E 1 ED DRIVEWAY FLAT TO MODERATELY SLOPING DRIVEWAYS DEC 1 7 zoos n 0 k � CITY OF FEDERAL WAY 2312 S. 288TH ST RI m r)W(-, n1=PT FEDERAL WAY .WA S8003 (206) 226-3736 PERMIT NO. 07-103416-EN DRAFTER: PG DESIGNER: MCC PROD. Ery 10-2CC TO - DATE: 2-07-OT nvosav-D PROJECT NO.: 06061 IA . '/ /i- o7 SHEfTC5 OF 5 il SE 1 /4, SW 1 /4, SEC 33, TWP 22N, RGE 4E, W.M. 5 BSBL .. lil"' 17- UP .XEORS`z fz moe.4 Txex �NOIE wsPwar 1n cKEnD Ed;E - — PROPOSED LOT 2 TO CONSTRUCT ROOFTOP _ LOT.L DOWNSPOUT DISPERSION TRENCHES 10.175.5 BE PER FIGURE C.2.F OF N TRENCHES C --- �— — - - -' - '- -SMALL SITE DRAINAGE -- --- - REQUIREMENTS' 1998, �e z' causxsL suaFAdxc MMP Eo z' cuss 'e' ASPx T TOP COUPSi ggE CVxa 'VU.. u) � (MiNWUM) ]]ON A . zx_ yd s 0 USE rNICKEHED EDGE 3H ✓, AS SHOWN pN PVN NEw J 20o59c -- 12'____ !` SEE ABGVE Epi PA.E,P -( rill 94 5' BSBL FLOW LINE (TYP.) i 11 DECK I CCMCaEtE NM •-. �\ ._-_.-i $' b. 1 f I LOT 1E + °sz f �- m - 5 2fs 7,254 SF I , O -� ✓Yw - /� O GRAPHIC SCALE USE 9� Ii A T 1 w.10 2 - I PA-D 'L!t/ll'l X at o EXISTING GROUN - l� OCK W4a_ ,I TO 8E ADJUSTEq b Z GRAVEL FILLED ~ -< SURFACE WATER Q CL y DISPERSION TRENCH a MOM I 2 REMOAPPROXIMATELY' END. WALL F 14.5' OM FUTURE Q VE TW 491.3 [y TRAVELED WAY ON IS�RUCi APPROXIMATELY 60 LF EXISTING ROCKERY I �:' SW 459.4 K T/G=EL. 490.08 0 18 LF NEW ROCKERY �- HT. 1.9' 4Fy +3.5'=EL. 03.59 I REMOVEAPPROXIMATELY U) Al 2 £Pnd E S To-f:.xV G9fldrt -. 93'� 20 LF EXISTING FEN I Q PApic wea eves, 1GL TEL6A aNE ' 1 - I 22 00' y REMOVE FENCE AS REQUIRED Z y \ ' I FOR SIGHT DISTANCE 'I'm Ldi01NL NO 566 t]0- ��—�/ r - EauwD v aa... 1 tt C.. •r'R DIVA.f"PFJNF L4?_ NY A __.—___ BW 488.8 Isy zsaz 'Ri CO GNG NO Sb8' A LINE OF, SIGNS <+- T. 1.5' NE OF $K:H V - & ¢ - I I ...'dS..MPaOMATE an^aN o co f dttw r; ! ) k vy ol(`^n e A T- __ __ v ` - - -- RESUBMITTED z ..�R rvF `FLOW FLOW - FdJNp acK s a I(' '- ,zRDa• 11 REMOVEUT AND CONCRETE CURBGUG TTTER SA D5IDEWALN .. REPLACE SANITARY SEWER D.E. PLANS DEC 1 7 2007 16' DEDICATED RIGHT OF WAY EXISRNG ROCKERY IN THIS AREA REPLACE PER DETAILS 3- $ a SHEET CS (3-4 k 3-12 i0 BE REMOVED AND ry ) aiaN➢ ucx m rv' - RECONSTRUCTED AS SHOWN RIGHT OF WAY USE PERMIT REQUIRED u dnR CITY OF FEDERAL WAY SON NGUYEN ' GC E ---- - S. 288TIi STREET NEW 12 FT DRIVEWAY CUT DUNu +<rx FUTURE TRAVELED WAY -- — ss -__. aroaoxwA F Launpy 6 ne EovCE; Mgfn _ n �UA�F OCR ER 9 DATED 12 S. 288TH ST ss BUILDING DEPr. FEDERAL WAY WA 98003 sv �. (DWC J 6) ONczCs r CASE 0 2D6) 236-3]58 '1p1W 15280' ' '- "' -_ ROAD MODIFICATION REQUEST ,�36"�aRrNGsy--- _.._ -,:. '--- -;- �s�Wy __ , PERMIT N0. 07-103416—EN GRAFTER: RG _M_34_30' _.__ ... DESIGNER: YCG PROD. EN 2-07: CG 10 DATE: 10-2-07 APPROVED PROJECT NO.: 06061 1/' OG' 07 SIT SHEETC4 OF 5 1 N GRAPHIC SCALE 5 9 5 10 0 INS ..._�: afrlPN b NISI 5 ^.. k' U•. '. in T.:._ � L'R/.:>G[ b. Ji::iIY fFSEeLu' T.TMl NO.CAUPER(IN. SPECIES DRIPIMf RADN5(R. OI R' CONIFER N B' 02 24 24' OJ o8J O{ id' S MA 11 or S FIR DB'OG Nr S FlR IIS D) 1. S FlR 20, OB 3e S FIR RD�Nk J9'W 1. S FlR 3fi10 10' ONS ID' U 1C K CONI R (MT) 1{13 2G A$ FIRt3 2e .s IS1{ 1Y s FIR 12' TELrnNUN A -Ea m E ANMI - oaGiC GNT 5—NE'. IM`'MF RE ORd.'C VO SR5 ) IT FC RIB„Y h . A' Ex POLY SE 1/4, SW 1/4, SEC 33, TWP 22N, RGE 4E, W.M. SON SHORT PLAT 5' BSBL PROPOSED _ LOT.. 2. 10.175.5 SF 20' BSBL I -_ 5' BSBL♦ PROPOSEDr� R LOT 1 7.254 BE uOUY 4% R O ry �i ---- �Ni1.�711/lllLa/�L/Gi._cglusTlF Rxr m= - ._ .._ — .__. . 2b' Tod-- _ AI 1 m N A \ \` I" u.0 OR Ea :.,OR9IN1h NO > L.. I _ •. ROfe a. .I a CNRq- In,141 snI _ 55 a C U4C I hF S' DEDICATED RIGHT OF WAY S. 288TH STREET (BASIS OF BEARINGS) - - - -- S MIT, PI s aasnl.�i S-zaiftaasITE cAI 52 t 3 S 2888T St s zsai6 �, VICINITY MAP NTS GENERAL NOTES I. MIS WRAP WAS COMPLI MIN NE SENVIT OF A CURRENT TITS FURORT DAZED AUGUST I0. 2C06. EASEMENTS AMID OTHER ENCUNSMANCE5 MAY EXIST ON THIS PROPERTY MAT ARE NOT SNONN HEREON. NCH FOR MI$ AUSET WAS A SECOND 352 I.SDRTOTAL STATION W USED 10N90MI5 SIIflVEY MEET di EMCEED ET OR ENPLXCEED STANDARDS SET ByPROCEDURESWAG ON REPRESENTS THE RESULTS Q A ININ GWRAY MAY MADE IN MAY B D R WE MA AND CAR ONLY BE NYDEREO AS IHOICPIINC ME UKR FINE. GENERAL CONpIRQVS EYJSNHC AT qAi TME. OBSERUTILITIES ION$ D MI5 SURVEY ARE BASED VPON 809E GROUND W6ERVANON6 AND AS -BUILT YMERE AV.VLAND UNDERGROUND MAY VARY AND UNLIKE$ NOT URES LCCAROON N MAY EXISTWHORES SHOWN ON MI5 $UR1kY MAY EXIST M TIR SITE. ALL MONUMENTS xERE LOCATED DURING MI5 SURKY UNLESS DMElIN15E NOTED. it LEGAL DESCRIPTION FT ME EAST 115 FT OF ME SOON 200 FEET OF ME SE . OF WE SW n OF DRIVEWAY SECOW W. TOWNSHIP 22. RANGE 04 OF ME MLLMIETTE MERIDIAN EXCEPT WE COUNTY ROM RI EXCEPT ME RMEL ADDITION AS PER RECORDED IN ALONE 85 OF PUTS. PAGE 29. RECORDS OF KING COUNTY AUdiOR. SITUATE M ME CITY OF FEDERAL WAY, COUNTY OF MI STATE OF WASNNGTI BASIS OF BEARINGS ACCEPTED THE BEARING OF NSSYB'ITW FOR SCAN 2BBM STREET BASED ON FOUND MONUMENTS IN CASE C LOT I DRAINAGE INFORMATION MI5 IS A SINGE FAMILY RE90ENNpL PROJECT (AS DEFINED ON PAGE 1-{, CITY OF FEDERAL WAY ADDENDUM TO KING GGU4W SURFACE WATER DEBBY MANUAL) MAT ADDS 2,000 TO 10,000 S.F. OF NEW NPERNWS SURFACE AND CLEANS Q AMU µD an Mµ 35% OF ME GTE MEREEDRE NS PROTECT OIAUMES FOR SMALL THE DRAINAGE RENEW SECONN T1.21. MI WILL BE ADREMAO IN WE BOU DING PERMIT FOR LOT 2. PROJECT INFORMATION ENGINER/SURWY E GEODATUM. INC. 1505 NW MALL STREET $SAQUAH. WA 98027 (A25) BD -BOBS PROPERTY OWNER; SON NGUYEN 2312 S SUN ST FEDERAL WAY, WA GOODS (2D6) 226-37M TAX PARCEL NUMBER 33220A-9122 PROJECT ADDRESS : 231E S. 2W N STREET FEDERAL WAY. WA 91 ZONING: RS7,2 PARCEL ACREAGE: (19,268 S.F. 0.44 AGREE S) AS soRMOBI VERTICAL DATUM & CONTOUR INTERVAL O.EVATONS SHOWN ON MIS ORAWMO RE WERE DERrvED PROM ELEVATION DATA PRONDED By KING COUNTY. x A- CONCAVE MONUMENT W1M 3' BRASS OSK, DAWN SET 0.2' BELOW GRADE. LOCATED ON ME CENTERLINE OF S MW ST, III EAST M L O PL AND WEST OF ME INTERSECTION WIN MIUTRY AD, ELEVATCN.47.155'(DAWN K.C.AS. ) 20 CONTOUR INTERVAL - ME EXPECTED YERTCAL ADCURACY IB EW0. TO I/2 WE CONTOUR INTI OR PLUS / MINUS 1,G FOR MI5 PROI DRAWING INDEX 1 CODER SHEET/SITE PLAN 2 GENERAL NOTES 3 EROSION CONTROL/UTUTIES PLAN AND DETAILS 4 ROAD GRADING AND DRAINAGE PLAN 5 ROAD AND STORM DRAINAGE DETAILS NOTE 1 GTYS PUBLIC WORKS DEPARTMENT RESUBMITTED PHONE NUMBER ECTON NOTFlCATON PHONE NUMBER N/W 835-2700 DEC 117 2007 PERMIT NO. 07-103416—EN ., CA OURS L 4 H CITY OF FEDERA WYDu DIG BUILDING DE TBOD-424-5555 gla 0 n 0 2312 S. 288TH ST FEDERAL WAY ,WA 98003 (206) 226-37M DRAFTER: PG DESIGNER: MOB PROJ ENGR./SURV,: CG DATE. 10-2-07 PROJECT NO: 06061 SHEET C1 OF 5 I SE 1/4, SW 1/4, SEC 33, TWP 22N, RGE 4E, W.M. N 86'46'1 TE T .( BI GRAPHIC SCALE 55 0g 11Np1 .10 _ m - - - TRIM TO WHIRi mlu To reTwN /' RETRIEVAL STR M -- - - - m J'-SEFGRATE� ..,- � .. s6e•4s•IrE PROPOSED o O - LOT 2 10.175.5 SF 'tom GEOTE%TILE FABRIC OWDdL "ASS PER , -SEDMENT ACCUMUUTKN NOTES 1. INSERT ¢HALL BE INSTALLED PRIM TO CLEARING AND GRAZING ACTNTY, CIA UPON PLACEMENT OFA NEW CATCH SASN. 2. SEDIMENT SHALL BE REMOVED FROM WE UNIT WEN IT BECOMES HALF NLL . 3 SEDIMENT REMOVAL SNALL BE ACLOMPUSHED BY REMONNG THE INSERT, EMPTTHG AND RE-INSERTING IT INTO ME CATCH BASIN. CATCH BASIN INLET PROTECTION INSERT AN AS M ALM PARRIS SHALL BE SPACED AT POSTS USE STAPLES. MRE RINGS M ECUVMENi TO ATTACH FABRIC TO POSTS. TILTER ew TRENO, Z MIN. POST SPACING MAY BE INCREASED \ WASHED GPI TO V IF WRE BACKING HS USED 17 ANN. '+ NOTE: MISS FANG FENCES SHARE LL P.M BMM. CH FENCE ECUIVAUNT NSTAIHEO ALSO CONTINUA W ENE ER POSSIME REINFORCED SILT FENCE o a E ErsnP�r eh PROTECTEXISTING C8AIL > s 11 T-FwRSA SEE CB INSERT DETAIL ErDHTINc ND.: sal THIS SHEET. l:. 2G SELL 92.8T 5' BSBL I I H _. FLOW LINE PROPOSED N LOT 1 7,254 SF n t N I i 20BSaL PROPS! WATER 93.G0• 2200' 4 1 t I RELOCAT_ EXISING IL, WATER METER j ti F e ' 16' DEDICATED RIGHT OF WAY 11T RI S. 288TH STREET A o a r L �tK I T N(BASIS]OF BEARINGS) (BASIS OF BEARINGS) a CONSTRUCTION SEQUENCE 1, A PBECONSTRUCIICN MEETING MUST BE NEW BEMEEN WE CITY OF FEDERAL Y. ME APPLICANT AND APPLICANTS CONSTRUCTION REPRESENTATIVE BEFORE ANY CMSIRUCTIW CS DEYEWPMENT ACTNTY. CALL 253.835.2700 2. FLAG CIEARINC LIMITS. 1 UrU& EARRING DRIVEWAY AS TEMPI CONSTRUCTION ENTRANCE. <. INSTAl ALTER FABRIC FENCE AS INDICATED ON PLAN. 5. =AA AND GRUB AREAS CP WE SIZE TO BE DISTURBED, S. DEMCUSH RUCK WALL O CREST SIDE OF DRIVEWAY 7. flWGN WAGE SNE AND INSTALL UTLNIES. B IWSN GRADE STE AND CONSTRUCT ASPNAIT, ACCESS GRIPE, SDES.S, CURBS AND GUITARS. 9. CLEAN STORM DRAINAGE SYSTEM, IF REWIRED, OF A-L SEDIMENT AND GAINS. 10. REMOVE TEMPORARY EROSION CONTROL MEASURES MEN SITE IS COIMPLEMLYSTABIUZED. G TREES TO BE REMOVED OTREES TO BE SAYER DIG SILT FENCE IN THIS LOCATION R EXISTING TREE DRIPUNES) SILT FENCE SLING GRAVEL DRIVEWAY NARY CONSTRUCTION ENTRANCE & GRADING LIMITS PROTECT EXISTING CB PROPOSED NEAR INT. W/MIUTARY RD S. LNMARY SEWER SEE CS INSERT DETAIL his SHEET. E �F $tip p �r $AW N v i yb As I V 2312 S. 288TH ST CITY OF FEDERAL A FEDERAL WAY ,WA 98003 pil "I ROCK WALL TO BE REMOVED -' (206) 226-3756 No i PERMIT NO. 07-103416- N DRAFTER: PG DESIGNER: MCG PRO1 EN CG 10-2 DATE: 10-2-0707 AP D-31 VLOL Tom— PROJECT NO.: 06061 S88'48'17'E 34.20• 1)-)IV -07 SIIEETC3 OF 5 GENERAL NOTES I. ALL WNSYRUCTON SHALL BE IN ACCORDANCE WM THE FEDERAL WAY CITY CLUE (FWCC). APPUCAME CRIMARKI S, AND ME OW CWHaL COWORONS OF M .ECT APPROV.LL. THEY DOCUMENTS µE SUPPIEMENTEO BY ME STANDARD SPECTIICATWS FOR ROAD. BRIDGE. AND MUNICIPAL CONSTRUCTION (WSOOT/MIA). ME KING COUNTY ROAD STANDARDS (KCRS), µD ME KING COUNTY SURFACE WATER DESIGN MANUAL (NCSNDM). IT MALL BE ME SOLE RESPONSIBILITY OF ME µINUCµT µD ME PROFESSIONAL EMNEER TO CORRECT MyERROR. CIMJSSICN. M VAMATON FROM ME ABOVE REWR-MTV FOUND IN THESE PLANS. ALL CORNECTWNS SHALL RE At NO ADDITIONAL COST OR UAMUTY TO ME CITY OF FEDERAL WAY. 2. ME DESIGN ELEMENTS CUMIN THESE PLµS HAVE BEEN RENEWED ACCORDING TO ME FEDERAL WAY ENGINEERING RENEW CHECKLIST. SOME EM EI MAY HAYS BEEN OVER.WMED OR MHKO BY ME CITY ENGINEERING PLAN RENEWER. ANY VARIANCE MGM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPEQMCALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTNUCTpA 3. APPROVAL CP THIS .ROAD. GRACING, AND DRAINAGE PLAN DOES NOT CCNBTNRE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DCNESM RAMP GW YEYANCE. SEWER CONVEYANCE, GAS, ELECTRICITY. Em.) 4. BEFORE µY CONSTRUCTION CR DEVELOPMENT ACTNTY. A PRECONSMUCTON MEETING MUST BE HELD BETWEEN ME aTY OF FEDERAL WAY. ME ARROGANT, µ0 ME APPJCMITS CONSRUCTON REPRESENTATIVE. A. A COPY OF THESE MINNOWS PLANS MUST K ONME LOB SITE WNENEWR CWSTWCTQN IS IN PROGRAM 6. CONSID UMOR HOSE MA11 BE UNITED AS PER FIRM (SECTION 22-I006); NORMALLY THIS IS 7 A.M. TO 8 PM., MONDAY MRWGH SATURDAY. 7. IT SHALL BE ME ON APPUCTS/CWMACTW RESPONSIBILITY TO OBTAIN ALL CONSTRRUCTW EASEMENTSNECESSARYNECESSY B60RE INITIATING OFF -SITE WMN WMIN THE ROAD RIGHTS OF OAT. 8, fAMNOIISED UTILITIES OF OTHER INSTALLATIONS MAT ME NOT MONK W THESE AP%iOYED PLANS MALL NOT BE CONSIRUCGO UNLESS. APRROWD SET OF PUNS MAT MEET ALL CTY REQUIREMENTS AND ME REQUIREMENTS CP KCRS C AP1EN B ARE AIBMIITD TO ME CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DAWN MALL BE KCAS ON NGVD-29. 10. GRGI NDANDER SYSTEM COISTRUGTW SHALL BE WMIN A RIGHT GF WAY ON APPROPIRI MANAGE EASEMENTS. WT NOT UNDERNEATH ME ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST SE CONSTRUCTED IN ACCORDANCE WM ME =EST/APWA STANDARD SPELBIWTWS II. AL UTILITY TRENCHES W ME PONT M WAIT SHALL BE BAWF ULED AM 5/81NW CRUSHED ROCK. 12. ALL UTILITY MENGNES DIAL BE BAC I' LLED AND COMPACTED TO 95F DENSITY. 13. ALL ROADWAY SUSGRADE SHALL BE SA FILLED AND COMPACTED TO 0% DENSITY IN ACCORDANCE WM W50OT 2-06.3 14. OPEN WTTNG OF IMSTNC ROADWAY6 IS NOT ALLOKL UNLESS SPECTICALY APPROVED BY THE PUBLID NOMS WESTON AND NOIEO ON NEW APPROVED PLANS. ANY OPEN OUT MALL BE RESTOMB IN ACCORDANCE WIN KCRS 8.03(8)3. fS ME CONTRACTOR SHALL BE MSPONSBLE FOR PROVIDING ADEQUATEGAREGIAROS. SAFETY DEMC£5, FROMCTW EQUIPMENT, FLAMERS µO ANY ON, NEEDED ACTORS TO PROTECT UFE HEALTH. µ0 SAFETY BF ME PUBLIC, AND TO PROTECT PROPERTY IN CONNECTOR RAN ME PERFORMANCE OF MORK COVERED BY ME CONTRACTOR. ANY WORN WNIN ME TRAWLED RIGHT OF WAY MAT MAY INTERRUPT NORMAL MORRO ROW MALL REGIME AT LEAST DIRE FLACKR ROM EACH LANE OF TRAFFIC AFTECiD. ALL YCTONS CF ME Y500T STANDARD SPECIFICATIONS 1-07.23-TRAFFIC WNMCL SHALL APPLY. 16. WNMACiCR MALL BROMIDE AMID INSTAL AL REGULATORY AND WARNING SUMS PER ME LATEST ELNTON M MANUAL W UNIFORM MAFFlC DONiRW OEMCES. 17. ALL UIYJTES DIAL BE ANUSTEO N FINAL WADE AFIET PAVING ASPHALT REAPING CONK. IBA ROCKERIES µE CONSIDERED TO K A METHOD OF BANK STABILILATM AND EROSION ONLY. ROCKERIES MALL NOT OF MH$MUCIEO TO BERW AS RETAKING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED Iry ACCORDANCE WM CFW DRAPING NUMBERS 3-22. 3-23. ROOKERIES MAY NOT EXCEED SIX FEET IN FREIGHT FOR WT SECTIONS M FOUR FEET IN HECHT FOR FULL SECTORS UNI-D S DESIGNED BY A YOTECNNICAL ON STRUCTURAL ENMNEER UCENKD IN ME STATE OF WASHNGTON. SE 1 /4, SW 1 /4, SEC 33, TWP 22N, RGE 4E, W.M. DRAINAGE NOTES 1. PRDOF OF LIABILITYMSURµCE MALL BE SUBMITTED i0 ME OFF MUM TO ME PRECWSTRUMON WI 2. ALL PPE AND APWRTENANCES WALL BE LAID ON A PROPERLY PREPARED FWNDATW IN ACCORDANCE WM W50OT MIS SHALL INCLUDE REVELING AND COMPACTING ME TRENCH BOTTOM, NE TOP OF FOUNDATION MAMR AL µD REWIRED PIPE BELONG. i0 A UNIFORM GRADE SO MAT ME ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNMEUNNG BASE 3. STEEL PPE MALL BE GALVANIZED AND HAVE ASPHALT TREATMENT 91 CR BETTER INSIDE AND OUTSIDE, 4, ALL MANAGE STRUCTURES, SUCH AS CATCH BASINS µ0 MANHOLES, NOT LOCATED WITHIN A TRAMWED ROADWAY OR S ARMON, SHALL HAYS SOS. LOOMS UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WM A PERMANENT RETENNM/DET BM FAGUTY MALL HAYS SOLID LOOKING LIES. 5, ALL CATCH BASIN CRAZES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1. 2, 3. 0 OR 5. 6. ALL DRYEWAY WLWRM LOCATED MMIN ME RIGHT OF WAY MALL BE OR SUMCENT LENGTH TO PROVIDE A MINIMUM &I SLOPE FROM ME EDGE OF ME DRR£WAY TO ME BOTTOM OF ME BITCH. CULVERTS SHALL HAW IMPULSES END SECTORS TO MATCH ME SIDE SLOPES. ). ROCK FOR EROSION PROTECTION Of DITCHES CHANNELS AND SWAIES, WHERE REWIRED, MUST BE OF SOUND QUARRY RCCK. PLACED TO A DEPTH OF ONE FOOT ANO MUST MEET ME FOLOWNG SPEOPICAMNIy 4'-0' SOC I/M'd-TOW PASSING Y-4' ROC(/.NIS-WS PASSING; µD -2' ROW(/l0A-'HK PASSING. INSTALLATW SNA.L BE IN AMORDµCE WM WRS DRAWNG NUMBER 51 OR AS MERGED BY ION APPROVAL PLANS. RECYCLED ASPHALT UP CONCRETE RUBBLE MAIL NOT M USED. 8, LOTS NOT APPROVED FOR INFlLIRATON MAIL BE PRONDEO WM DRANAGE OCTETS (STUB -CUTS). SMB-Wm SHALL CONFORM M ME FDLW*I A. EACH CUTLET SHALL BE SUITABLY LOCATED AT ME LOWEST ELEVATOR ON ME LOT, 50 AS TO SERVO A, FUTURE ROES OOWNBPWN AND ROCKING SPRING, O EREWAM. YANGMARKS. AMID MY DINER SURFACE ON PUB -SURFACE DRAMS NECESSARY TO RENDER NE LOTS SUITABLE FOR NOR INTENDED UM. EACH GOBLET W. HAW FREE-FLOWNG POSTW DRAINAGE TO AN AIWROWD STORMWATER CO.NMEYµDE SYSTEM OR TO AN AwROPEB WTFALL LOCATION. S. ITEM OR EACH LOT SHALL BE LOCATED WM A FlW-FONT HIGH, 2 X 4 STAKE MARKED 'STEAM'. ME STUB -OUT WALL EXTEND ARM SUERACE LEWL. BE PRELE AND BE SECURED ro ME STAKE. C PIPE MATERIAL SHALL CONFORM TO DW RORAN SROFlCATWS DESCRIBED IN HORS 7.04 AND. IF NONMETALLIC. ME PIPE MAIL CONTAIN LURE OR OTHER ACCEPTABLE DERCMR, D. DRAINAGE EASEMENTS µE REQUIRED FOR MANAGE SYSTEMS DESIGNED TO COMWY FLOWS THROUGH INMNWAL LOTS E ME APPUCµi/CONTRACTOR IS RESPON4&.E FOR COCAMNATW ME LOCATORS OF AL STUB -OUT CONVEYANCE LINES WM RESPECT TO ME UNITES (I.E. POWER, GAS, MILOPPROW, TEIENEOV). F. AL INMNWAL STUB -OUTS DIAL BE PRIVATELY OWNED AND MANAW W BY ME LOT HdAOWMER. EROSION/SEDIMENTATION CONTROL NOTES I. APPROVAL OF THIS EROBION/SEDIMENTATIN CCNM0. (MSC) NIL DOES NOT CDNSTNTE AN pPPROVAt OF PERMANENT R0Q BRAD DRAHNACE DESIGN RE. SEE AND LOCATOR OF ROADS. PIPES. RESMICT.WS CHANNELS RE MNW FAOUi1ES, UNITES. ETC.), 2 ME IMPLEMMTATW OF TREY ESC PLANS AND ME CONSTRUCTOR. MAWTENANCE. REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS ME RESPWSRIUTY OF ME APWCANT/CONTRACTOR UNTIL ALL CWSTRUCTW IS APPROVED. 1 ME BOUNDARIES OF ME DIMING UNIM SHOW ON THIS PLANMALL BE CLEARLY FLAGGED M ME FLEW PRIOR TO CWSTWCTW. DUMNE ME CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND ME FLAGGED CLEARING LIMITS MALL BE PERMITTED. ME FLAGGNG SHALL BF MAINTAINED BY ME APPUCµi/CONTiACTCR FOR ME WRARON OF CONSTRUCTW. A. ME ESC FAOUTES SHOWN W THIS PLAN MUST Y CONSTUCTED IN CWJDNCTW WM AL MEANING AND GRADING ACTNTES. AND IN SOCK A MANNER AS TO INURE MAT SEDIMENT LADEN WATER DOES NOT ENTER ME MANAGE SYSTEM ON MOLAM AFPJCASIE WATER STANDARDS B. ME EEC FpaUTES SHORN ON THIS PLAN ARE ME MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. WRING ME CONSTRUCTION PERIM, MESS ESC FACILITIES MALL BE UPGRADED (ILEA ADOTWAL SUMPS. RELWATW OF MTOlES AND SET FENCES. ETC.) AS NEEDED FOR UNEXKCM STOM EWNTS 6. ME ESC FACWKS SHALL BE INSPECTED DAILY BY ME APPLICANT/RNMCTOR AND MAINTAINED AS NECESSARY TO SHED THEM CONTINUED FUNCTIONING 7. µY AREA STUMPED O VEGETATION, INCLUDING ROADWAY EMBANKMENTE. WERE NO FORMER WORN IS µTOPATED ON A PERM CP 15 DAM MALL SE IMMEDIATELY STABILIZED WM ME APPROVED ESC METHODS (I.E. EVENING. MULCHING, NETTING, BROWN SUNRM. ETC.) S. µY AREA NEEDING ESC MEASURES. NOT REWIRING IMMEDIATE ATTENTION, SHALL BE ADERESYD WMIN 15 DAM 9. ME ESC RADIUM ON INACTW SITS MALL K INSPECTED AND MAINTAINED A MINIMUM Of ONCE A MONTH ON WMIN ME 48 HOURS fOLOWNG A STORM EVENT. 10. AT NO TIME MALL MORE MAN ONE FOOT O SEDIMENT BE ALLOYED TI ACCUMULATE WMIN A CATCH BASIN. AL CATCH BASINS AND CONEYANCE LINES SHALL BE =AHED PRIOR TO PARING. ME CLEANING OMATON SHALL NOT FLUSFI SEDIMENT -LADEN WATER INTO ME DOMSTREµ SKTEA, 11. STABILIZED CONSTRUCTION ENMµCES µO WAIN PACE MALL BE INSTALLED AT ME BEGINNING OF CONSTRUCTION AND MANTANED FOR ME ORATOR O ME PROJECT. ADDITIONAL MEASURES MAY BE REWIRED TO INSURE MAT ALL PAVED AREAS µE KEPT CLEµ FOR ME DURATION O ME PROJECT. 12. WRING ME THE PERIOD Of OCTOBER 1 THROUGH A%Nrt 30, ALL PROJECT DISTURBED AREAS GREATER MAN gCpO SW ARE FEET. MAT ARE LEFT UNRORKEO FOR MORE MEN 12 HOURS MALL BE WVERW BY WE O ME FOLWANG COVEN MEASURES MULCH, SOD, M PLASTIC COVERING. 13. ANY PERMANENT REVERTW/DEMNTW FAMUTY USED AS A TEMPORARY SETTING BASIN SULL BE MODIFIED WM T E NECESSARY EROSION CONTROL. MEASURES AND SHALL PROVIDE ADEMOMM STORAGE CAPACITY. IF ME PERMANENT FAOUTY IS TO FUNCTION ULTIMATELY AS AN INF0.MATW ON DISPERSION SYSTEM, ME FACILITY MALL NOT BE OYL AS A TEMPORARY EEFTMG BASIN. NO UNDERGROUND DETNTW YARNS OR VAULTS SHALL BE USED AS A TEMPORARY YTRJNC RASH. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REWIRED, FAST GERMINATNC CRACKS MALL BE MPUED AT AN APPROPRIATE RAN D.E., ANNUAL M PERENNIAL RYE APPLIED AT APPROAMATELY SO POUNDS PER ACRE), I& WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REWXtEO. IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES IS. MANAGEMENT PRACNKS PROMOING SONIMCANT ME PROTECTION MALL BE PROMOED PER SECTOR 22-1E48 (C) (6) (A-C) OF FRED, 3 RESUBMITTED DEC 1 a 2007 CITY OF FEDERAL WAY BUILDING DEPT. SON NGUYEN 2312 S. 288TN ST FEDERAL WAY ,WA 98003 (206) 226-3756 PERMIT NO. 07-103416-EN DRAFTER: PG DESIGNER: MCG EN CG �PROJ. DATE: 10-2-07 AP� PROJECT NO.: 06061 It` ►64v7 sNEETCj2 of 5 LAIL SE1/4 OF SWII/4, SEC. 33-T22N-R4E, W.M. I QPho N 8804546" W 01 i 1 137.50' �Eo . Uj LOT 3 T — �' LOT 2 M �z co n�, i o ABANDONED IN PLACE 10�PVT. �p9°SSIO„ 1 1 ARMEL ADD. VOL. 86, PG. 28 I Vpt 0 p06o 0 / 27S nn' FIX rapt s wa5Wx N FCKT Fnsr \ S a.r& ,a2'CS/11D61� vrN, Pfau e p.` BP96'47�� 10gR9b & a 0.r!cf 0l'L4fT,NV SEWER R©P,COT IZS.91, ( o o N3�°12T -nj v1�" 2.0' EASEMENT v �IIyF 1 o a pRO�' 10, PVT \ w ACCESS &UTILITY EASEMENTS A� 8°46'' 25.0(� uT '^� �I PER VAN KIRK SHORT PLAT�� I ABANDONED IN PLACE o = },tea LOT 1 L — X. LADDER LOCATED prn 10' PVT SEWER ON THE NORTHEAST EASEMENT, I \ A —� — � 2608" 0 PVC (SOR 35) TL 1+2 118.88' 25-OOTI 0 N 88°4624" W 275.00� 11+0(7 \d EX. SSMH '16' PL%4Q SANITARY STA 10+00 SE9''R-,D 4E1NT _ Imo -RECORD DWG NO. 207 CONNECT TO EX. SSMH ly N88°4624"W 660.00' CORE DRILL AND ----RE-CHANNEL -FOR _ - NEW 8'0 PVC IN _ — \- � 90-' R EASEMEN I i2 e� 2.0' TW6-WAYY SS CLEANOUT \ ''fEk LUD STD SSS-01 & 02 — LOT 4 IE=480.84 85 LF 6%0 PVC SIDE SS a � 10 ) 7' `10 X7FUTURE RZJNf 90UNbkRY «a, 1Y8.12' 1-2+00 raven w':ar e ry -6" 0, PVC STUB " 2 0 30;- LI L -- 16' ROW DEDICATION EX: 12" D.I. WATER MAIN rcwa Ma PER VAN KIRK SHORT PLAT — — — — — crnew[� N cTtt _ S. 28_s_ TM s_TRE_ET Fvwx S aJ's r 0.J• S88046'17" E 105.00' KM ffiV f N 1.2'- LOT 2 ;10,176 SQ. Fr.) SS-CLEANOUTfa,, i PER Lii&Tk}o,S&Sm.411 &_ 02 IE=483. 6, � PTH=q' Ss PER�LUD STD -*t-01 & 02°0 I IE=4 2.90,vDEP1 = 0' Uhl � S88tiF6'�764�F- 9,J 0' p QT V 6 OI _ 4� Z 9 LOT 1 (71254 SQ. FT.) 'Z�' HO FFEE=494 ~ O J o� ads- 75 LF 0 FZJSID SS o CL ® 5.6% \ \ I / 10' X 1 ' l } FU IROW BOUN ARY SEMENT Foam N rw a / & w az u! zzsez STANDARD NOTES FOR SEWER CONSTRUCTION S 277ND STREET a m 99 5 SE,�' "� N 0111111 H �y l s 288TH STREET l U a PROJECT SITE 509 S 304TH STREET STEELu� VICINITY MAP NOTES: NTS 5. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE "A yV 27" AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27"). THE MATERIAL SHALL BE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGID PIPE. TO ASSURE UNIFORM SUPPORT, THE THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE S 11 MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OF PREVENTING THE SURVEY PREPARED BY DMP, INC. DATED APRIL 03, 2003 AND GEODATUM DATED FORMATION OF VOID SPACES AROUND THE PIPE. AUGUST 04, 2006. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF R PR 6. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR CONFLICTS ARE DISCOVERED THE CONTRACTOR SHALL NOTIFY THE OWNER TOR TO OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING. CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN 7. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT TESTED AT THE SAME TIME AS THE SEWER MAIN. IT TO THE OWNER FOR REVIEW. NI qq ,a•asz�;rfarlDelW7ATER PIPELINE 3 rwaa EASEMENT # 5867217 b0 slznaz 16, ROW DEDICATION - PER SON SHORT PLAT Nam Nwx amx,�nf 135.00' _. SSMH #1-48" 0, W/ LOCKING COVER PER_LU1D_._SID_._SS=D1, & SS.=02 12+57 RIM=485-506 -- 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION/WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOT/APWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION," NOVEMBER 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM. 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: *POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4" THROUGH 15") OR ASTM F-679, SDR 35 (18" AND LARGER) *DUCTILE IRON ANSI A21.51/AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401 CERAMIC EPDXY •POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-25 (4" THROUGH 12") OR AWWA C-905, DR-25 (14" THROUGH 36") *HIGH DENSITY POLYETHYLENE (HOPE) ASTM F-894, WITH GASKETED JOINTS } 8. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND 2' CAUTION — NOTICE TO CONTRACTOR a 5uw pen, rczr INCLUDE 1 INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS LANE INTERNATIONAL CORP. PART M_+��X� ( LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. PRIOR TO STARTING I'N=°"z NO. P-14938) AND AT LEAST ONE (1), AND NO MORE THAN FIVE (5), FOUR -INCH (4") HIGH ADJUSTMENT RINGS BELOW CONSTRUCTION, CALL ONE -CALL (1-800-424-5555) FOR UTILITIES LOCATIONS. s an = 4n.45 THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF POLYSHIELD SS-100 (BY SPECIALTY PRODUCTS, INC. OF TACOMA; 50 MILS MINIMUM THICKNESS) OR RAVIN 405 (BY RAVIN LINING SYSTEMS OF TULSA; 100 MILS MINIMUM THICKNESS). ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. OVID€-"RISERS SUCH THAT - - 9. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "SEWER" CAST IN THE TOP, SHALL WEIGH 140 TO .zacasrs•ccne• (n 'TN1D1' RIM CAN BE LOWERED TO 483.05 ?" .SSIaF `"'r"'"" amF�e'ssF�w�xcMzln-as9 wl 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE X 3" GALVANIZED CARRIAGE BOLT WITH T F!W,A2 `'w=A )4 - DURING FUTURE ROADWAY WIDENING (F-WI=(67.51 Mpr- 451.14 n c=4cwl6mwrr J zl BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1 BOLT TRAVEL COVERS SHALL BE 25 IN --- -- -- - -- - f=rz"rf)MREwvx -- -- -- -- - DIAMETER. 10. CONCRETE COLLARS REINFORCED WITH WIRE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON TAX PARCEL NUMBERS I OWNER INFORMATION THE PLANS. 3322049023 (2240 S. 288TH STREET) I C7 SON NGUYEN 11. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER, AND TO A WIDTH NO 3322049122 (2312 S. 288TH STREET) N 2312 S. 288TH STREET VERTICAL DATUM SEWER MAIN PLAN LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN %-INCH IN EXCESS OF THE OUTSIDE FEDERAL WAY, WA 98003 DIAMETER OF THE ASSOCIATED' PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE BASIS OF BEARING NGVD 29 CHANNELS FROM INLET PIPELINES SHALL BE CURVED TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW AS -BUILT UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES. ACTUAL LOCATION MAY VARY. I CONFIRM THAT THE LOCATION, ELEVATIONS, DEPTHS, AND AS -BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION OF THIS DATE: HORIZONTAL GRAPHIC SCALE TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT ACCEPTED (KCAS) THE BEARING OF N88-46-24"W FOR 30 15 0 15 30 BENCH MARK: GROUT MIX, USING 6SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FOR GRAVITY SEWER THE SOUTH 288TH STREET BASED ON FOUND KING COUNTY SURVEY CONTROL POINT SYSTEMS 15" AND LARGER, GU MANHOLE LINER SYSTEMS BY GU MANHOLE LINER LTD., ALDERGROVE, B.C. SHALL BE MONUMENTS IN CASE. 1 inch = 30 ft. NUMBER 6808 4"X4" CONCRETE MONUMENT UTILIZED FOR CHANNELS, FLOORS AND PIPELINE CONNECTION SYSTEMS FOR MANHOLES. 495 495 WITH 3" BRASS DISK, SET 0.2' BELOW GRADE 12 LOCATED ON THE CENTERLINE OF S 2881H MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED �-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL. ST, ±100' EAST OF 23RD PL, AND WEST OF 13 PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE LE A MANHOLE, AND ALL 490: THEON WITH MILITARY RD. INTERSECTION PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT.E _N ELEV=483.62 - 14. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE 485 - - _ - - 485 CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS RUBBER BOOT COLLARS ARE PROHIBITED /' - 15. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST M AND THEIR TERMINI SHALL BE AT A DEPTH 480 - -" / 480 ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 POST LABELED "SANITARY SIDE / SEWER." 475............ - �.�„- ... ... --- 475 27 0 REVISED / / 3 6 - -i' SSMH #1-48" 0, STA 12+57 470 . 1.1.... ...._........ WITH. LOCKING COVER & 470 LEGAL DESCRIPTION CONCRETE. COLLAR SIDE SS STUB EX. 12" DI WATER MAIN RIM=485 50 STA 11+22 (APPROX. DEPTH) IE 8"W) 478.60 2312 S. 288TH STREET 465 .............. .I V ...... IE= 70.47 : ............ I 6" STUB N NE=478.70 E S U & ) 465 COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 22 NORTH, RANGE 4 EAST W.M., RUNNING THENCE WEST 115 " 260 LF 8 0 PVC (SDR 35) ®6.0% FEET, THENCE NORTHERLY 172 FEET, THENCE EASTERLY 10 FEET, THENCE NORTHERLY 28 FEET, THENCE EASETERLY 105 FEET, THENCE SOUTH 200 FEET TO THE POINT OF BEGINNING, LESS SIDE SS STUB COUNTY ROAD. 460 ... ..........EX.SSMH _.STk._10.#.00 ._ .._...... STA...1.1.+2.5_.. ... . CORE DRILL, CONCRETE COLLAR IE=470.65 LEGEND AND RE -CHANNEL: 455 ......_ .... ._. FOR: NEW 0 PVC IN. ..... .....RIM 472.50 ... ...... .... .. ..... 455 0 SSMH-48" 0 -- SS - - - SEWER LINE IE (8"E)=463.18 PROPERTY LINE _ --FO- -- FIBER OPTIC LINE EX.IE 8"S=463.Q8 SET CORNERS 450 450 G GAS LINE o ro o n rn t (V d- M Mi rn ro ca co co 10+00 11+00 12+00 SEWER MAIN PROFILE HORIZONTAL GRAPHIC SCALE 30 15 0 15 30 1 inch = 30 ft. VERTICAL GRAPHIC SCALE 10 5 0 5 10 1 inch = 10 ft. 13+00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LAKEHAVEN UTILITY DISTRICT PROJECT # 6307028 NEW PROPERTY LINE o PROPERTY CORNER FOUND W WATER LINE THIS SURVEY ADJACENT PROPERTY LINE � POWER POLE --�-�- WOOD FENCE ORIGINAL ROW/PROPERTY LINE C1 FIRE HYDRANT -O-O-O CHAINLINK FENCE BUILDING LINE - — — — — — - EASEMENT ® WATER METER - - 350 -- CONTOUR ® CATCH BASIN - - ROAD CENTERLINE O SEWER MANHOLE PROPOSED SANITARY SEWER NO. DATE BY REVISION DESCRIPTION JOB NO. ISSUE DATE REFERENCE R08860 6-07-2009 F. A .aa. S 0 N SHORT PLAT SHEET NO. DESIGNED BY: H. H. PHAN Land Development and Civil Engineering Consultants 2312 -SOUTH 288TH STREET PG1 DRAWN BY: H. H. PHAN Apr - ,., �� FEDERAL WAY WA 98003 J � 650 South Orcas Street, Suite 214 , SHEET CHECKED BY: A. T. NGUYEN 42B15 Seattle, WA 98108 o� �Ecrs'rERe��4 CONCEPI T (206) 658-0125 F (206) 658-0127 SEWER MAIN EXTENSIC)� PROD. MNGR: H. H. PHAN �SS1ONAL E�°l UBMITTED www.THECONCEPTGRP.com OF I 09 EXPIRES 07' PLAN AND PROFILE , TY JUN FEDERALZ0WAY SHEETS /22/09 � 9:45iIr 51' � S M11)1 L1 SMnr, k. SITE a '< smmlm o fi N u h1rP1 FL i w $2RYf11P y, a R VICINITY MAP N TS STANDARD NOTES FOR GRAVITY SEWER 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION (WSDOTIAPWA) "STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION,' NOVEMBER 1996 EDITION, AND TO THE STANDARDS OF LAKEHAVEN UTILITY DISTRICT. 2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES THAT MAY BE AFFECTED BY THIS WORK AND SHALL NOTIFY APPROPRIATE UTILITY COMPANIES TO FIELD -LOCATE THEIR FACILITIES BEFORE STARTING ANY EXCAVATION, IN ACCORDANCE WITH RCW 19.122. 3. CONNECTIONS OF NEW MAINS TO EXISTING FACILITIES SHALL BE TEMPORARILY SEALED OFF UNTIL AFTER UPSTREAM CONSTRUCTION IS TESTED, CLEANED AND ACCEPTED. ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO OPENING THE SEAL, WITHOUT FLUSHING THE DEBRIS DOWNSTREAM, 4. GRAVITY SEWER PIPE MATERIAL SHALL BE AS SHOWN ON THE PLANS, WHICH WILL BE ONE OF THE FOLLOWING AND NOT NECESSARILY INTERCHANGEABLE: POLYVINYL CHLORIDE (PVC) ASTM D-3034, SDR 35 (4- THROUGH 15") OR ASTM F-679, SDR 35 (18" AND LARGER) • DUCTILE IRON ANSI A21.511AWWA C-151, MINIMUM CLASS 52, EPDXY -LINED WITH PROTECTO 401 CERAMIC EPDXY • POLYVINYL CHLORIDE (PVC) AWWA C-900, DR-25 (4" THROUGH 12') OR AWWA C-905, DR-25 (14" THROUGH 36') • HIGH DENSITY POLYETHYLENE (HOPE) ASTM F--894, WITH GASKETED JOINTS 1. CRUSHED SURFACING TOP COURSE (A.K.A. 5/8" CRUSHED ROCK) SHALL BE USED FOR PIPE BEDDING FOR RIGID AND FLEXIBLE GRAVITY SEWER PIPE. THE MATERIAL SHALL BE PLACED UNDER THE PIPE TO A COMPACTED DEPTH OF 4" (FOR 27" AND SMALLER PIPE), AND TO A COMPACTED DEPTH OF 6" (FOR PIPE GREATER THAN 27'R. THE MATERIAL SHALL GE PLACED 6" OVER THE TOP OF FLEXIBLE PIPE AND TO THE SPRINGLINE OF RIGLD PIPE. TO ASSURE UNIFORM SUPPORT, THE MATERIAL SHALL BE CAREFULLY WORKED UNDER THE PIPE HAUNCHES WITH A TOOL CAPABLE OR PREVENTING THE FORMATION OF VOID SPACES AROUND THE PIPE. 2. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95% OF RELATIVE DENSITY, OR GREATER IF SO SHOWN ON THE PLANS OR OTHERWISE REQUIRED BY THE ROAD AGENCY HAVING JURISDICTION, FROM THE BOTTOM OF THE EXCAVATION TO THE SURFACE. DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED FOR COMPACTION TESTING, 3. TRENCH BACKFILL SHALL BE COMPACTED PRIOR TO TESTING SEWER MAIN PIPE, AND SIDE SEWER STUB(S) SHALL BE AIR TESTED AT THE SAME TIME AS THE SEWER MAIN. 4. MANHOLES SHALL CONFORM TO WSDOT/APWA STANDARD PLAN B-23A, TYPE 1 OR TYPE 2 WITH ECCENTRIC CONES, AND INCLUDE L-INCH GALVANIZED DROP SAFETY STEPS OR POLYPROPYLENE SAFETY STEPS (INTERNATIONAL CORP. PART NO. P-14938) AND AT LEAST ONE (1). AND NO MORE THAN FIVE (5) FOUR -INCH (4") HIGH ADJUSTMENT RINGS BELOW THE FRAME AND COVER. ALL MANHOLE EXTERIOR SURFACES SHALL RECEIVE A PROTECTIVE COATING OF BITUMINOUS COAL TAR TO A MINIMUM THICKNESS OF 50 MILS, APPLIED AT THE FACTORY. WHERE NOTED ON THE PLANS, MANHOLE INTERIOR SURFACES SHALL RECEIVE A CORROSION PROTECTIVE EPDXY COATING OF POLYSHIELD SS-100 (BY SPECIALTY PRODUCTS, INC. OF TACOMA; 50 MILS MINIMUM THICKNESS) OR RAVIN 405 (BY RAVIN LINING SYSTEMS OF TULSA; 100 MILS MINIMUM THICKNESS ALL COATINGS SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. MANHOLE FRAMES AND COVERS SHALL BE CAST IRON, WITH THE WORD "SEWER" CAST IN THE TOP, SHALL WEIGH 140 TO 150 POUNDS, AND SHALL HAVE A SINGLE 1-INCH LIFT HOLE FITTED WITH ONE 3/4" X 3" GALVANIZED CARRIAGE BOLT WITH BURRED END TO RETAIN THE NUT AND A FLAT WASHER TO ALLOW FOR 1" BOLT TRAVEL. COVERS SHALL BE 25" IN DIAMETER. 6. CONCRETE COLLARS REINFORCED WITH HARE MESH SHALL BE INSTALLED PER DISTRICT STANDARD PLAN WHERE SHOWN ON THE PLANS. 7. MANHOLE CHANNELS SHALL BE PRODUCED TO THE FULL DEPTH OF THE ASSOCIATED PIPE DIAMETER, AND TO A WIDTH NO LESS THAN THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE AND NO MORE THAN 1/2-INCH IN EXCESS OF THE OUTSIDE DIAMETER OF THE ASSOCIATED PIPE. MANHOLE CHANNELS SHALL HAVE A SMOOTH FINISH. TO MINIMIZE TURBULENCE, SIDE CHANNELS FROM INLET PIPELINES SHALL BE CURVED 'TOWARD THE OUTLET PIPELINE TO PROVIDE A SMOOTH LAMINAR FLOW TRANSITION FROM ALL INLET PIPELINES TO THE OUTLET PIPELINE. CHANNEL MATERIAL SHALL BE A SHRINK -RESISTANT GROUT MIX, USING 6 SACKS PER CUBIC YARD PORTLAND CEMENT AND 7/8" GRADED AGGREGATE. FOR GRAVITY SEWER SYSTEMS 15" AND LARGER, GU MANHOLE LINER SYSTEMS BY GU MANHOLE LINER LTD., ALDERGROVE, B.C. SHALL BE UTILIZED FOR CHANNELS, FLOORS AND PIPECINE CONNECTION SYSTEMS FOR MANHOLES. 8. MANHOLE SHELVES SHALL HAVE A BROOM FINISH, AND BE SLOPED 1/2-INCH TO 1-INCH PER FOOT TOWARD THE CHANNEL. 9, PIPE ENDS OF ALL INLET AND OUTLET PIPELINES SHALL NOT EXTEND MORE THAN 2 INCHES INSIDE THE MANHOLE, AND ALL PENETRATIONS SHALL BE SMOOTHLY GROUTED AROUND THE PIPE WITH SHRINK -RESISTANT GROUT. 14. NO JOINTS FOR FLEXIBLE PIPE INLETS AND OUTLETS SHALL BE WITHIN 10 FEET OF THE MANHOLE, AND PIPELINES SHALL BE CONNECTED TO THE MANHOLE WITH PVC MANHOLE COLLARS. RUBBER BOOT COLLARS ARE PROHIBITED. 15. SIDE SEWER STUBS SHALL BE INSTALLED AT A GRADE OF AT LEAST 2% AND THEIR TERMINI SHALL BE AT A DEPTH ADEQUATE TO SERVE THE INTENDED PROPERTY, CAPPED AND MARKED BY A WHITE 2X4 POST LABELED "SANITARY SIDE SEWER." (REVISED 06/27/03) 1 LGG1Ti6tl 16 FDAlTE, nTnn• AA¢1 LAD= VF__ - ixuxTm or rLEV 549'E SNEV no 1WA01 w LDER cTVICAD I PLAN a. 4• RDL Dt• MAX '•' PIILCAST (%eF`GTM .P _ TAF4h IIT'Tla! a� 0 PPEt'AST /}]Iffm2fkD - OUR DEcrD11 •:: � GU- UN E LDER aun P1RSD •v SIAIXNI[D PLAVIe• •UfP'a 000691E SIAIM STA61WM IH rRNE A cuvm SET FRN£ IN [COIL GOWT PRECAST nErte13rec0 ca"Dam G A➢E DvmS SET of CEWNT fiIDI/T. EEYE'R GSNRII t9PLLDY TTPE) NAptlFAC b DY FDSRDC P = Daa M= LTC nAEll ArK-UABE. SEE TONER PI" r 1=1 STAKTAW nAAEDLE STEP, KE DETAIL mum mc SDE W MA, e Er H DrfplYr 54" 0, Dreater PAECASS IIrID CaM1ftETE IMSE S£DirnL MGtG-MAANGIE STLC 1TAL SE COMMI IN" THE 010M W PMz GAD AC MM.L POPE TUE AND CCHFISAIPAUM aRMM THE roN;,w51 REDYi1MS'.D NILH®.E RASE 9ECM "JZ 4- NDt .. .. .... ...... .. :. W MAIL PEA .DPAVEL BASE -T LPLDRTEOED NATIVE b- i. Au. IIEM.9 E:i6110"D AD• R 30.' PAMMES SHALL HAVC m"WME LDENS VITN W- SECTION pAmax P� IVRFri 3m ALL t4VLY ED16'rFWED HO' \ 7'• WINE LIY SHALL HAVE W-MWPR.E LDERS VITN AN.mt Pre iam !_nEQ 2Y410 WALL K AS %0 fACRM tY ZMCGIt Ln" SYSTV4 LTC PaCI U49 DL. a ALL JMM TG SE Ni$DFR GASIMIM SANITARY SEWED MIANHOLE_- (SS-01 NOTE: SIDE SEWERS SHALL MEET THE REQUIREMENTS SET FORTH IN LAKEHAVEN UTILITY DISTRICTS STANDARDS FOR INSTALLATION OF GRAVITY BUILDING SEWERS/SIDE SEWERS. N` z - 5' . BSBL - o - N C5 O V: m E? $ V) h 1W 0�00'm. �PROPOSED �T 2 S98'46'17"Fr Q �r J I 10,175.5 SF m 432.5 2.6EYLIY tqm CO 0] iq 20' BS13L -- 2 WAY SSC IE=477 3 - w z 5' BSBL --- 3 CS W f: o ` I GRAPHIC SCALE m 10 0 10 20 40i I 1 INCH = 20 FT. N ED PROPOSED ( LOT 1 in 7,254 SF I i0 t I t I 00 i,. IL e` tnI RELOCATE FIRE HYDRANT AND FIRE v)I HYDRANT SERVICE LINE IF DISTURBED BY CONSTRUCTION. HYDRANT TO BE 20' BSBL tp INSPECTED BY LAKEHAVEN UTILITY PROPOSED NEW 1"!_- ILL.� DISTRICT PRIOR TO RELOCATION TO WATER METER` _jI DETERMINE IF NEW HYDRANT IS NEEDED FOR 3S GRAVITY 481.0 IE=47586 0) , }} t. I ems: �,. N88.4617 "W-11-5.306-77 RFI OCATE EXISTING 1" WATER METER 7 LIF S SD 35 -C , i 1 Tom..:_ .a_J 0 CONNECT T ..CO EX: C REMOVE APPROXIMATELY 22 LF SSMH CORE DRILL BOLE EX. ROCKERY 6 SS PVC NOTE: CORE DRILL CONTRACTOR TO POTHOLE AND LOCATE EX.I S. 288TH STREET WATER LINE PRIOR TO CONSTRUCTION. 'IF'DESIGN O; CONFLICT EXISTS, NOTIFY CITY OF FEDERALIWAY, N88'46'17"W 152.80' LAKEHAVEN UTILITY DISTRICT, AND THE ENGINEER N (BASIS OF BEARINGS) S8846'17"E 321.56' (n' (A C Q- L� r I REQUIRED PAVEMENT -- RESTORATION. SEE RIGHI OF WAY USE PERMIT. SURFACE RESTORAl10N AS SPECIFIED hj&IVSAL. COMPACT 10 90% OF MAX. DENSITY. BENCH AS NEEDED FOR-- SHORING OR TRENCH BOX (TYP.) WHEN DEPTH 15 4 F1'. AND GREATER. PIPE BE.DDINO PER -- STANDARD DETAIL SEE NbTE 1. I o et) /-SAWCUT (TYP.) PAVEMENT NEAT -LINE TRENCH (TYP•) WHEN DEPTH IS LESS THAN 4 FT. CRUSHED SURFACING -TOP COURSE• PER WSDOT STD SPEC IN. 9-03.9(3). COMPACT TO 957 MAX. DENSITY. J��' ST E -0-3.14 SDTTe6BiE ATEI2IAL.COMPACT TG 957o OF MAX. DENSITY. 6" MIN. - PIPE -_=4' MIN. UNPAVED AREAS PAVED AREAS NOTES: 1, MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 30" FOR PIPE UP '10 AND INCLUDING 12" NOMINAL DIAMETER. • D.O. PLUS 16" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. TY'_PICAL. TRENCH DETAIL Nis PROPOSED SSMH NO. 1 RIM= 486.04 2 - 6" STUBS IN: 475.47 8" IE OUT= 475.37 PI HYDRANT �- SERVICE LINE IE='480.5f 10" Cl. WATER LINE IE= 480.4t � a n U = N T" IA 0ST�10 s � W �InICI I w N "S'z Ii1W N00 11 +40 11 +20 11 +00 10+80 10+60 490 KT SiMR MILITARY RD 480 0 QE� z e Lu -z-u- 47( ri n�:'nOW Kz z LO �0>t�wo 1 wa'WIWwZO:UIrDO 10+40 10+20 SANITARY SEWER PROFILE H: 1 "=20' 1 V: 1 "=5' LAKEHAVEN LITILITY DISTRICT Water Plan Sewer Platt Dated APPROVED FOR CONSTRUCTION SVIIJF:CT TO CHANGES NOTRD The District's review is not a check of any dimension or qLD minas and Will not relieve die Developer fionl responsibility for enni5 ol" any sort. No changes shall be made in lhc. plans excepl by ncw consent of the District. General Manager/District Engineer Date This constniction plan will e�iire, one year from plan approval date. if construction has not commenced. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITH THE BENEFIT OF A CURRENT TITLE REPORT DATED AUGUST 14, 2006. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON.. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN MAY 2006 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED, LEGAL DESCRIPTION THE EAST 115 FT OF THE SOUTH 200 FEET OF THE SE Y4 OF THE SW Y4 OF SECTION 33, TOWNSHIP 22, RANGE 04 OF THE WILLAMETTE MERIDIAN EXCEPT THE COUNTY ROAD AND EXCEPT THE ARMEL ADDITION AS PER RECORDED IN VOLUME 85 OF PLATS, PAGE 29, RECORDS OF KING COUNTY AUDITOR. SITUATE IN THE CITY OF SEATTLE, COUNTY' OF KING, STATE OF WASHINGTON BASIS OF BEARINGS ACCEPTED THE BEARING OF N88'46'17"W (KCAS 1991) FOR SOUTH 2138TH STREET BASED ON FOUND MONUMENTS IN CASE DESCRIBED BELOW: SOUTHEAST CORNER OF THE SOUTHWEST QUARTER, SECTION 33, TOWNSHIP 22N, R4E, W.M. FOUND STAMPED 3" BRASS DISK IN 4" CONCRETE MONUMENT CENTERLINE OF S. 288TFI STREET FOUND MONUMENT AT INTERSECTION OF S. 288TH ST. & 23RD PLACE S. FOUND TACK IN LEAD IN 4' CONCRETE MONUMENT DRAINAGE INFORMATION THIS IS A SINGLE FAMILY RESIDENTIAL PROJECT (AS DEFINED ON PAGE 1-4, CITY OF FEDERAL WAY ADDENDUM TO KING COUNTY SURFACE WATER DESIGN MANUAL) THAT ADDS 2,000 TO 10,000 S.F. OF NEW IMPERVIOUS SURFACE AND CLEARS G2 ACRES AND LESS THAN 35% OF THE SITE. THEREFORE THIS PROJECT QUALIFIES FOR SMALL SITE DRAINAGE REVIEW SECTION 1.1.2.1. WHICH WILL BE ADDRESSED IN THE BUILDING PERMIT FOR LOT 2. PROJECT INFORMATION ENGINEER/SURVEYOR: GEODATUM,INC. 1505 NW MALL STREET ISSAQUAH, WA 98027 (425) 837-8083 PROPERTY OWNER: SON NGUYEN 2312 S 288TH ST FEDERAL WAY, WA 98003 (206) 226-3756 TAX PARCEL NUMBER: 332204-9122 PROJECT ADDRESS: 2312 S. 288TH STREET FEDERAL WAY, WA 98003 ZONING: RS7.2 PARCEL ACREAGE: (19,268 S.F. 0.44 ACRES t) AS SURVEYED VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE WERE DERIVED FROM ELEVATION DATA PROVIDED BY KING COUNTY POINT NAME "NQTR4" 4" x 4" CONCRETE MONUMENT WITH 3" BRASS DISK, SET 0.2' BELOW GRADE. LOCATED DATUM ON THE CENTERLINE OF S 288TH ST, ±100' EAST OF 23RD PL, AND WEST OF THE INTERSECTION WITH MILITARY RD. ELEVATION=483.665' (NGVD 1929) 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL. TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS PROJECT. i �I UNDERGROUND - 0 6'.7' I TELEPHONE I APPROX. LOCATION - 10" C.I. WATER ROPOSED " SEWER //! PVC (SDR 35) IE= 478.58 0 E V _1 J �I Q I cn � 5: H v r r J Y 00 I r i N Ch 00 v TOQ00 LLI Z � ro � co Y. Ln Q'� �N I, ^in WIMMMMOVINW-WE 00 N a N w 1- 1 W U Q -J Cr 7) 0- �- w Q- _3uj C-)_ O N w _ >- Q (n U) Q Q z a L F- �O V e UI V) >_ I- IOf D a tz z v w -- _ SON NGUYEN 2312 S. S FEDERAL WAYWA 980031 8TH ST A -A (S. 288TH STREETS (206) 226-3756 NT,. DRAFTER: PG/CDM DESIGNER: MCG PROJ. ENGR./SURV.: CLG DATE: 03/10/08 CALL 48 HOURS PROJECT NO.: 06061 BEFORE YOU DIG 1-800--424--5555 SHEETSS I OF 1