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09-101588 (2) RECEIVED 0/- 4.61 5 gi F"°' PERMIT ..,F MF CO ME EL PL DE EN FP Federal Way APR 2 9 2..�.. _ c m5m11MTSDr•FA25hTSE OF FEDE�PLICATION _____a_6_51' I 253-835-2607•FAX 253-835-�� 1 wu'u'.dtuoffederalway.com CDS '. F . ... �' � 44-4, , , a.: ,,,. � �' , , . � h ,zs, �,�` .� � x.� � c`-. .'.x,. .ai"x m'�e."g—Fse >z:�s � � >�?:«:�,. SITE ADDRESS 3�{51� 5 SUITE/UNIT# ZONING ASSESSORS TAX/PARCEL# 5(,—GOMMUNITy NSNbts 2 5 0 0 9 0 _ o 0 5 Co , NAME OF PROJECT (Tenant (Tenant or Homeowner Name) TiPway Mh12.14117PLACE. PUII,PIN(1 NI-5 ili BUILDING 0 PLUMBING 0 MECHANICAL TYPE OF PERMIT 0 DEMOLITION 0 ELECTRICAL 0 ENGINEERING 0 FIRE PREVENTION isield 1314IU'ft ttun•IG 5O11144 344kTIf ST. T I*JD I1,1I brit-NUV L,oUTt- PROJECT DESCRIPTION IN PePeP-M- NM/ 14A�SN'INEITbM I Detailed description of work to PAW? IS SIN(�! yTb�Cy I�l TN be inch tiled on this permit only kzi,vmutiqj M4p etc,(emu, ' wkwr, . PIJ N&1 is lio C.O1(GP kT rps fgokT 0 Titt $1$11,0 iN(a NAME CPA PRIMARY PHONE PROPERTY OWNER EIPS- I My zufl , , MO,Liz C1D MIL}f'Ikt-JOI)'W Al* A ( 8"18) S65- ILI•U0 MAILING ADDRESS.CITY,STATE,ZIP E-MAIL '1''3,CORSA M/E Wut ,Stun 7-lb 3t.O 55 Gil br0L . COM OWNER IS ALSO: ❑ CONTRACTOR 0 APPLICANT 0 PROJECT CONTACT NAME PRIMARY PHONE ( ) - CONTRACTOR MAILING ADDRESS,CITY,STATE,ZIP FAX ,/� ( ) - TIC/ WA STATE CONTRACTOR'S LICENSE# EXPIRATION DATE FEDERAL WAY BUSINESS LICENSE# I NAME PRIMARY PHONE APPLICANT $e'RA'R ( 253) b-''1 - 4347 MAILING ADDRESS.CITY,STATE.ZIP FAX glob , Pbc lflc, hVGNue,SUITt 00110 AMbe Wh4'CZ c 98' (753) 677- 4549 PROJECT CONTACT NAME 1 PRIMARY PHONE (The individual to receive and MING SthtU I1N 61 ( 25 ) 621 - 43177 respond to all correspondence MAILING ADDRESS,CITY.STATE,ZIP FAX concerning this application) 14DG,p Hc, bcvf1;141),E, W1� 3bo,7�Mll�t,WA• 1t4'0'L (253 ) 6z, 9 - 4.35 ALTERNATE CONTACT NAME: PRIMARY PHONE E-MAIL IMR$tiRI G&I:4(I~S ( Z53 ) 62'1 - 434-1 h1TIN4 E+ 6c.RAtAt+slbN.C.4M PROJECT FINANCING NAIL OWNER-FINANCED Required for projects with value of$5,000 or more MAILING ADDRESS,CITY,STATE,ZIP PRIMARY PHONE (RCW 19.27.095) ( ) - I certify under penalty of perjury that I am the property owner or authorized agent of the property owner.I certify that to the best of my knowledge,the information submitted in support of this permit application is true and correct.I certify that I win comply with all applicable City of Federal Way regulations pertaining to the work authorized by the issuance of a permit.I understand that the issuance of this permit does not remove the owner's responsibility for compliance with local, state, or federal laws regulating construction or environmental laws. 'further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person, including the undersigned, and filed against the city, but only where such claim arises out of the reliance of the city, including its officers and employees, upon the accuracy of the information suppl •• .• he ci• as a oft application. SIGNA • �', _�- ��� DATE (.1/479,9) PRINT , .4% _ ' _? /.Ili ii. // L .. ' I I g 1 Bulletin#100-4/21/2009 `age 1 o 4 k:\Handouts\Permit Application MECHANICAL FIXTURES Vnh Iv of Mechanical Work$ (A COPY OF BID OR ESTIMATE MUST B VIDED) Indicate number of each type of furture to be installed or relocated as part of this project. Don de existing fixtures to remain. AIR HANDLING UNITS F )A _ 3 z' GAS P)P ETS OTHER(Describe) F, AIR CONDITIONER FIREPLACEi1NSERTS DS(Commercial( BOILERS FURNACES HOT WATER TANKS(Gae) COMPRESSORS GAS LOG SETS REFRIGERATION SYST DUCTING GAS PIPING WOODSTOVES PLUMBING FIXTURES Indicate number of each f furture to be installed or relocated as part of this project. Do not include existing fixtures to remain. BATHTUBS for Tu IOW,"Combo) LAVS(Hand sines) TOILETS WATER PIPING DISHWAS RAINWATER SYSTEMS URINALS OTHER(Describe) D SHOWERS VACUUM BREAKERS RINKING FOUNTAINS SINKS QCitchen/U(thty) WATER HEATERS(Elcctric) HOSE BIBBS SUMPS WASHING MACHINES TOTAL FIXTURES GENERAL INFORMATION PROJECT VALUATION WATER PURVEYOR SEWER PURVEYOR VALUE OF EXISTING IMPROVEMENTS $ Cj 0 0, 0 0 0 I�lckc I4DcYNJ WXKL4h4vC:)•1 $ D EXISTING/PREVIOUS USE LOT SIZE(In Square Feet) EXISTING FIRE SPRINKLER SYSTEM? PROPOSED FIRE SUPPRESSION SYSTEM? VbcGkNT l}) 13 Z3 ❑Yes V No �p'_rYes :I No RESIDENTIAL AREA DESCRIPTION(in square feet) EXISTING PROPOSED TOTAL FOR OFFICE USE BASEMENT -------- FIRST FLOOR(or Mobile Home) SECOND FLOOR — — COVERED ENTRY , DECK GARAGE 0 CARPORT 0 OTHER(describe) wsrmo PROPOSED roret. Area Tot• **NEW HOMES ONLY"* MATED SELLING PRICE$ #OF BEDROOMS COMMERCIAL-NEW/ADDITION AREA DESCRIPTION Area Construction #of in Square Feet Occupancy Group(s) Type Stories Additional Information NEW BUILDING its,38'6 ,4-2 ,M' VB 1 S rr ,ixl EREp ADDITION COMMERCIAL-REIvioDEurENAINIT IMPROVEMENTS AREA DESCRIPTION Area Occupancy Group(s) Construction #of Additional Information in Square Feet Type Storieg TOTAL BUILDING TENANT AREA ONLY PROJECT Y Bulletin#100-4/21/2009 Page 2 of 4 k:\Handouts\Permit Application 41111416 CITY OF : ..-, Federal Way Public Works Department PRE-CONSTRUCTION ETIN FORM Project Name: Ror r°t4(...a- LA- - S Date: tiS0/0 9 Project No.: 09- tot SSB- 00 - W By: (LAP Emergency Contact: Name Phone No. Entity Name Address Phone Developer General Contractor —0150-. i 0.4t 2,G s-t`) 9'n c<. G,r' r:,-,;�,u -c zS -3 22- Sub-Contractor Sub-Contractor Engineer Architect City Planner PO Box 9718 (253)835- Federal Way,WA 98063 PW Engineering Plans PO Box 9718 (253)835-7 1-34 Reviewer 6A)L � S t Federal Way, WA 98063 PW Inspector PO Box 9718 Office Hours: 7:00 am to A l( ����y Federal Way, WA 98063 (253)835- Z7�3 5:00 pm Monday-Friday AGENDA FOR MEETING (Checked Items Have Been Discussed) 1. BUILDING DEPARTMENT COMMENTS: ❑ Special Conditions: A "PrOva o (uU.S i-or rst-Ava. L7EP 'j,, 1 L` L.o S 4v,N c.` 1l A.A. lr!' 1 l r Q4+u A S Pre-Construction Meeting Checklist Rev. 03/09 Page 1 of 8 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. ractprj er ignature Title 16 City Construction Inspector City Engineering Plans Reviewer fw fo9 Date K:\DEVELOPMENT SERVICES\DEVELOPMENT STANDARDS\2008 Development Standards-DRAFT\Checklists\2008 Pre-Con Meeting Checklist.doc Pre-Construction Meeting Checklist Rev. 03/09 Page 8 of 8 i i Client#: ICONS ACORDS. CERTIFICATE OF LIABILITY INSURANCE DATE( 09D ) 06/29 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Parker Smith&Feek,Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 425-709 3600 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Bellevue ( ) ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 2233 112th Avenue NE Bellevue,WA 98004 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: American Zurich Ins.Co. Sierra Construction Co., Inc. INSURER B: American Zurich Ins.Co. 19900 144th Avenue NE INSURER C: Woodinville,WA 98072 INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 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. 1N5R ADD'L POLICY EFFECTIVE POLICY EXPIRATION LTR NSRC TYPE OF INSURANCE POLICY NUMBER DATE(MMIDD/YY) DATE(MM/DD/YY) LIMITS A X GENERAL LIABILITY CP0399262705 03/31/09 03/31/10 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) $300,000 CLAIMS MADE n OCCUR MED EXP(Any one person) $10,000 X PD Ded:$20,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 7 POLICY n 78-- n LOC B AUTOMOBILE LIABILITY CP0399262705 03/31/09 03/31/10 COMBINED SINGLE LIMIT X ANY AUTO (Ea accident) $1,000,000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ X HIRED AUTOS BODILY INJURY X NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR n CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND CP0399262705 03/31/09 03/31/10 WC STATUS X OR- EMPLOYERS'LIABILITY TORY UMITs ANY PROPRIETOR/PARTNER/EXECUTIVE (WA STOP GAP) E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Job No.010904-Federal Way Marketplace Bldg N-5, 16th Avenue South&S. 344th Street,Federal Way,WA. Fedway Marketplace West,LLC(Owner), US Bank,and City of Federal Way are included as Additional Insureds under General Liability per Endorsement No.U-GL 1175 B CW 3-2007 attached. (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION Ten Day Notice for Non-Payment of Premium SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION FEDWAY MARKETPLACE WEST, LLC DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYS WRITTEN do Michael John Klein,C.P.A. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 5743 Corsa Avenue,Suite 216 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Westlake Village,CA 91362 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25(2001/08)1 of 3 #M89457 �,/T`/`�j'(/J TGBOO o ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer,and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(2001/08) 2 of 3 #M89457 DESCRIPTIONS (Continued from Page 1) Waiver of Subrogation included per Endorsement No. UGL-925-BCW-12-01 attached. AMS 25.3(2001/08) 3 of 3 #M89457 Additional Insured — Automatic — Owners, Lessees Or Contractors ZURICH Policy No. Exp. Date of Pol. Eff. Date of End. Agency No. Addl. Prem. Return Prem. CP03992627-05 03/31/2010 03/31/2009 73791000 Included Included THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Named Insured: Address(including ZIP Code): This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part A. Section II—Who Is An Insured is amended to include as an insured any person or organization who you are re- quired to add as an additional insured on this policy under a written contract or written agreement. B. The insurance provided to the additional insured person or organization applies only to "bodily injury", "property damage" or "personal and advertising injury" covered under SECTION I - Coverage A - Bodily Injury And Property Damage Liability and Section 1-Coverage B-Personal And Advertising Injury Liability,but only with respect to liability for"bodily injury","property damage"or"personal and advertising injury"caused,in whole, r or in part,by: 1. Your acts or omissions;or 2. The acts or omissions of those acting on your behalf;and resulting directly from: a. Your ongoing operations performed for the additional insured,which is the subject of the written contract or written agreement;or b. "Your work"completed as included in the "products-completed operations hazard",performed for the ad- ditional insured,which is the subject of the written contract or written agreement. C. However,regardless of the provisions of paragraphs A.and B.above: 1. We will not extend any insurance coverage to any additional insured person or organization: a. That is not provided to you in this policy;or • b. That is any broader coverage than you are required to provide to the additional insured person or organiza- tion in the written contract or written agreement;and 2. We will not provide Limits of Insurance to any additional insured person or organization that exceed the lower of: a. The Limits of Insurance provided to you in this policy;or b. The Limits of Insurance you are required to provide in the written contract or written agreement. Includes copyrighted material of Insurance Services Office,Inc..with its permission. U-GL-1175-B CW(3/2007) Page I of2 D. The insurance provided to the additional insured person or organization does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering or failure to render any professional architectural,engineering or surveying services including: 1. The preparing,approving or failing to prepare or approve maps,shop drawings,opinions,reports,surveys,field orders,change orders or drawings and specifications;and 2. Supervisory,inspection,architectural or engineering activities. E. The additional insured must see to it that: 1. We are notified as soon as practicable of an"occurrence"or offense that may result in a claim; 2. We receive written notice of a claim or"suit"as soon as practicable;and 3. A request for defense and indemnity of the claim or"suit"will promptly be brought against any policy issued by another insurer under which the additional insured may be an insured in any capacity. This provision does not apply to insurance on which the additional insured is a Named Insured, if the written contract or written agreement requires that this coverage be primary and non-contributory. F. For the coverage provided by this endorsement: 1. The following paragraph is added to Paragraph 4.a. of the Other Insurance Condition of Section IV—Com- mercial General Liability Conditions: This insurance is primary insurance as respects our coverage to the additional insured person or organization, where the written contract or written agreement requires that this insurance be primary and non-contributory. In that event,we will not seek contribution from any other insurance policy available to the additional insured on which the additional insured person or organization is a Named Insured. 2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition of Section IV—Com- mercial General Liability Conditions: This insurance is excess over: Any of the other insurance,whether primary,excess,contingent or on any other basis,available to an additional insured,in which the additional insured on our policy is also covered as an additional insured by attachment of an endorsement to another policy providing coverage for the same"occurrence",claim or"suit". This provision does not apply to any policy in which the additional insured is a Named Insured on such other policy and where our policy is required by written contract or written agreement to provide coverage to the additional insured on a primary and non-contributory basis. G. This endorsement does not apply to an additional insured which has been added to this policy by an endorsement showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that identified additional insured. Any provisions in this Coverage Part not changed by the terms and conditions of this endorsement continue to apply as written. Includes copyrighted material of Insurance Services Office,Inc.,with its permission_ U-GL-1175 B CW(3/2007) Page 2 of 2 Waiver Of Subrogation (Blanket) Endorsement ZURICH Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff Date of End. Producer Add'!.Prem Return Prem. CP03992627-05 03/31/2009 03/31/2010 03/31/09 73791000 $ Included $ Included THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. !.. This endorsement modifies insurance provided under the: Commercial General Liability Coverage Part The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of recovery from others,we agree to waive our rights of recovery. This waiver of rights shall not be construed to be a waiver with respect to any other operations in which the insured has no contractual interest. U-GL-925-B Cw(12/01) Page 1 of l Page 1 of I Subj: Marketplace Lot N-5 RECEIVED Date: 10/2/2009 9.13:27 AM Pacific Daylight Time From: Kevin.Peterson(cr�cityoffederalway.com OCT ® 8 2009 To: JL055 a@aol.com PUBLIC WORK': Hi Jeff, DEPARTMFN7 I've just completed a preliminary accounting of our Public Works Inspection time for the Lot N-5 project. To date, we have gone over the $2,50.0.00 Inspection Deposit that was paid when the permit was issued. Currently, our inspection time has run up to $3,385.50. Our inspector anticipates no more than 5 additional hours will be spent from here until project final. So if you could please pay the outstanding $885.50, plus an additional $305.00 for the additional 5 hours, it would be greatly appreciated. Note that I'll enter the $885.50 as a fee, and the additional $305.00 as a deposit, so in the event we don't use up those 5 additional hours, whatever is remaining can be refunded. Thank you, 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 FEDWAY MARKETPLACE WEST, LLC 4 T- 3786 28-7174/3251 Pay To The Date :1 :. Fe:e Order of Alb /(/ 41152)/44.- $ !(� STERLING® Dollars LII 3 A rrge Lin"1-"86-676-7660 ' SAVINGS BANK st"Aingsay." sbankcom s A"hum OKce The Perfect Fit Bank' TA%IAuhum Way" Auhum,WA 98002 For IV :.rit 11' 03786v 1..3251717401: 59992912 Friday, October 02,2009 America Online:JL055 ,,G]NQ CIVIL ENGINEERING,LAND PLANNING,SURVEYING Zso N\` y2 <r, ENG1146. LETTER OF TRANSMITTAL DATE: June 24, 2009 TO: Kevin Peterson SENT VIA: Courier Delivery City of Federal Way OUR JOB: 11283 33325 - 8th Avenue South Federal Way, WA 98003-6325 RE: Federal Way Marketplace -Lot N-5 Quantity Date Description 1 Approved& Signed Engineering Mylars 4 Copies of Approved& Signed Engineering Mylars RESUBMITTED JUN 2 4 2009 For your use as requested. CITY OF FEDERAL WAY BUILDING DEPT. cc: Ali Sadr, Barghausen Consulting Engineers, Inc. Signed: Rosanna Herron, Barghausen Consulting Engineers, Inc. oel A. Howitt Project Planner 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX 1 1283t.127.doc BRANCH OFFICES • OLYMPIA,WA • TACOMA,WA ♦ CONCORD,CA • TEMECULA,CA www.barghausen.com 1 CITY OF ��. Federal Way Public Works Department PROJECT CONSTRUCTION CHECKLIST Project Name: IA V-Cr?LA .C. L or N- Date: 6 ( -4 I b9 Project No.: 09'^ 10 LS81)- Co By: t4 Circie items need to be addressed. Checked eitems are complete. ✓1. Reproducible mylars received. (Photo Mylar) kkel /z_1 TO c.Cr- ••-snr- (M. Five sets of prints received. (t-t-c C frz`{I 69 1. 6,3. Performance/Maintenance Bond Worksheet sent to applicant. 4. Performance/Maintenance Bond or Assignment of Funds document received. Bond Amount: $ ((€47L License completed. C-03)2re Recording fee paid. (Deposit in Amanda) 5. Check for Administrative Deposit received (Req. for Bond or Assignment of Funds). 44 Cash deposit amount: $ Amount of Bond Amount of Cash Deposit Up to $20,000 5% of Bond (minimum $100) i $20,001 - $50,000 4% of Bond $50,001 - $100,000 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.) Plan Review Fee Amount: $ FEE.5 a Pc.`` . Q-ou t (` apr IL,--a Jam• Al , 7. Traffic Mitigation Fee Paid. (Note: Enter in Amanda per project.) Traffic Mitigation Fee Amount: $ 8. Storm Drainage Mitigation Fee Paid. Storm Drainage Mitigation Fee Amount: $ qh 9. Street Mitigation Fee Paid. Street Mitigation Fee Amount: $ aPS 10. Statutory Warranty Deed, Excise Tax Affidavit, LID submitted. (Plus recording fee). 11. Storm Declaration of Covenant. (Commercial and private systems only, plus recording fee). a,Ik 12. WSDOT approval received. ►i 13. Planning Department approval received. 14. Certificate of Insurance provided (naming City of Federal Way as insured). Amount: $2,000,000 prior to scheduling preconstruction meeting. Project Construction Checklist Rev. 03/28/05 Page 1 of 2 WA 15. King County Street Light Inspection, Traffic Signal Inspection and Sign Inventory Deposit. Deposit Amount: $ Deposit: Signs - $10 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. MIIPPayment of Public Works Inspection Deposit. 6._v4-0✓ L ' ��r�akrXa Deposit Amount: $1.1 SOO-00 Deposit: Small/Med Commercial (0 to 50,000 s.f. Bldg) - $2000/10,000 s.f. Large Commercial (>50,000 s.f. bldg) - $5,000 + $500 ea additional 10,000 s.f. over 50,000 s.f. Subdivisions - $400/lot Grading & Filling, Land Surface Modification - $500 PRECONSTRUCTION MEETING ✓✓1. Preconstruction meeting scheduled. gig f o4 ' S=2.O A t k 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/issuance of final punch list. 2. Final punch list 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: $ K:\DEVELOPMENT SERVICES\DEVELOPMENT STANDARDS\2008 Development Standards-DRAFr\Checklists\2008 Project Const Checklist.doc Project Construction Checklist Rev. 03/28/05 Page 2 of 2 • COMMUNITY DEVELOPMENT SERVICES RESUBMITTED 3332E R SOUTH- BOX 9718 CITY OF FEDERAL WAY, WA 9806363-9 71 8 Federal 1!Vay253-835-2607•FAX 253-835-2609 JUN 2 $-2009 www.atyof7ederalway.com CITY OF FEDERAL WAY BUILDING DEPT, RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans ordocuments loran active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Tracking Number: 0 4, - k ( 1f5 C Project Name: Ldf $ V g• Project Address: ,5491Z, ILL 114a 1:11 Project Contact: ( ,„ atm rir Phone: f 6L& 133 r Resubmitted Items: #of Copies ** Detailed Description of Item r qUi - o Csrd— o°o P 30 L • **Submit the same number ofcopies as required for your initial application.** ittal requested by: otler>er Letter Dated: / t' / .44..-40 Bulletin#129—Au ust 24,2004 Page 1 of 1 - k:Handouts—Revised\Resubmittal Information �L(�F1A LS1 CIVIL ENGINEERING,LAND PLANNING,SURVEYING QQ % JVt7I„�Z • • ysG ' i,1/ , 4. NG ENG046- June 19, 2009 HAND DELIVERY Kevin Peterson Engineering Plans Reviewer City of Federal Way Department of Public Works 33325 - 8th Avenue South Federal Way,WA 98003 RE: Mylar Engineering Drawings City Permit No. 09-101588-CO Lot N-5 at Federal Way Marketplace 34512 16th Avenue South,Federal Way,Washington Our Job No. 11283 Dear Kevin: On behalf of Federal Way Marketplace West LLC, we are submitting the final signed engineering mylar plans for the above-referenced project in accordance with your June 15, 2009 e-mail correspondence. Enclosed for your review and approval is one set of the engineering mylars. If you have any questions or require additional information regarding this project, please contact me at (425)251-6222. Thank you for your prompt review of the enclosed plans. Respectfully, le40.1441--- el A. Howitt Project Planner JAH/ath 11283c.090.doc enc: As Noted cc: Ali Sadr, Barghausen Consulting Engineers, Inc. RESUBMITTED Rosanna Herron,Barghausen Consulting Engineers, Inc. JUN 2 2 2009 CITY OF FEDERAL WAY BUILDING DEPT. 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • TACOMA,WA • CONCORD,CA • TEMECULA,CA www.barghausen.com DEPARTMENT OF COMMUNITY DEVELOrMEP1T SERvicEs 33325 8m Avenue South $ . - RESUBMITTED PO Box 9718 CITY Federal Way WA 98063-9718 Federal Way JUN'1 0 2009 253-835 2607;Fax 253435 2609 CITYBUILDING DEPT. AY RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form.Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting If you are not sure about the number of copies required ** ANY CHANGES TO DRAWINGS MUST SE CLOUDED. Project Number: Q g - I C> i r! 3_ - 0 O - C Project Name: fV4 tAlar i. a-5 Project Address: t1.• (Glik ma•S• Project Contact QL. 4loWc%1- Phone: 1-w 20t 4,7JZ RESUBMITTED ITEMS: #of Copies" Detailed Description of Item AM" cr pekAsget, GV IC bw4 . p'A 4 au R EY4Wesir I m-- pairitie ammaris **Always submit the same number of copies as required for your initial application.** vtati 1,1:14504 Resubmittal Requested by: =F. Letter Dated: 16 / I /WE kk•{zraz...,?`a,,..,..�:.,..,,,,?,,,.a..•.,,.,..,•:.:,_:.a:::.a,. . , ,:,.;,j`j;.:;;;;::;:;j;.:•::a;=.-;•:;:r:;;z;v:;.::.;;{;?:;;;;;{•:;;;;;?,,,...,,.:.::::,..• ??:.:,t.:.: -..ak,..,,.,:.:,:;{•,,.,,,�::.�:..a:..{aa??{}k'• �{ ? i,}Y,,,.k•:y ?,3,+ ,yy:,a,,,,:.},,;.}, z .,{aka.. ..,?„ „{„ ':�' ?ij. .»••:>}j?+ ::•.:IMF.v .. f. ,Yvyr:•}:}`:{^::nr<.....:..a:.:.,,•:.:,•::.:,.,..:..:.;• :-:,v..a•::, ::,.n,,:v-::::...v..::.a, ,..a : '?kk•'•k:::kkkkkkkkaar?k::`.iki'':2�k'<i?. `2::k't?}.' ':??'�• :•.?{},a•.?;:k??;'::k?k;::;????i:??{k{?.:.v::::n�:va. .?j.:{{j':.. ?, a$, r.....:.:::.3:.y:.r:•;r:•:•}}}:.:...:}3y::. }::jj;};}::..............s......................:............}::.}}}:•rr]}?',}}2r.�<�,k.T...,M,}3??y'C�6}»} ,.aa:..a :}.5-r}:}}::}Y}:•}}}:•}rY':•}#:•}t•}}:•x.##}r:•}}},:•,}:•:,v}.. rj}r}:•}}}:•}?}:iii:$;; RESUB Distribution Date Id D� B)1-1O Dept/Div Name # escription (J wilding S Le.. A cat,````3A cAstr, 4 tanning -,� I l i C C. C�.ut�.r� 1 EA h b.t OAR,... III :� c,,,�;� j Fire a I c mI Other Bulletin#129—April 21,2009 Page 1 of 1 - kAHandoufs\Rl Information n- 7 x , DEPAR'tMEcr of COMMUNITY DEVZLOIMENT M SMlTT � 33325 8'"Avenue South Pa Box 9718 RESU �Ped id%V y WAC980633-�977y1y8 tlt YMAY 2 9 2009 ZSJ-W5-2607*�W T2W9 Vtlkklif fill' ' - ' vrww.cityoffederalway.com CITY OF FEDERAL WAY BUILDING DEPT. RESUBMIT RESUE3MITTAL INFORMATION This cartvdeteci fi rti MUST T accompany all rasubmittais. '' emft•Ad n°ler-- a plans or rkrcumentstb anactiireprr ctiri/lr not be Wass arced by fhb con 7F form Mailed iwstb s elf do not;adl this Rom or hat ob not 11;0 cometSntimberoftoples*1/I be miumerfordt d You are encouraged 1osubmItedi hti$1,rear arittm :m'Cnt 'SisyvA*1 cotmktrprior I sithmitting II you are not sir about the ntenber ores required *' o co Project Number:' O . .. V g - � Project Name; F uJ• Me? icr (.1 - i - Project Address: 4 f Z tliaL . � E PratContact -t trr Phone: ; - Go-z RESUBMITTED ITEMS: #cif *' Description of item • ''"Always submit the same number ofc pves as requirepies as required for your initial appilcatio,,."* Resubmittal Requested by: G it iiemoe'r.e5f/t t-. Letter Dated: / / �. ,' " xw-,a. imp ,'t -' - '.. � zr S- fir ,RESUB* Distribution Date: .* by ;;Of Dept/Div Name # Description Building ) .)( PlanningPW Fire / Other Bulletin#129—August 8,2006 ftge 1 of 1 k:\Elandouts\Resubmittal Information uc P1 or land DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South CI } ': ). RESUBMITTED PO Box 9718 Federal Way WA 98063-9718 Federal Way JUN 1 0 2009 253-835-2607;Fax 253-835-2609 WW V...cityofli dera way.a:ri CITY OFF WAY BUILDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Permit Counter prior to submitting if you are not sure about the number of copies required. ** ANY CHANGES TO DRAWINGS MUST BE CLOUDED. Project Number: 0 0) - 1 O i 5 S e _ o O _ C G Project Name: FVJ Nl� • t.ot i..)- Project Address: ? (Z- f&n M .S - Project Contact: -.. 5'1t1t Phone: 4Z Zgivt 477.4Z RESUBMITTED ITEMS: #of Copies t" Detailed Description of Item 49eT5 ce ( {(c ) civic. C'W • I Feb- T,Az4 c,©p EY r I (i Cb ELrN **Always submit the same number of copies as required for your initial application.** =fr-5014 Resubmittal Requested by : (OmF. Letter Dated: 16 / I / Lp ember) :gfFi.g: (?N ' RESUB#.- 3 Distribution Date: /r} 09 BY----le Dept/Div Name # escnption Lidding S cake" A � q PlanningW �e.� 1/i GC. ( lam- &r< to;f Fire Kadt,... if 1 de. / J (.;,,, l e ( eAmP4 Other Bulletin#129—April 21,2009 Page 1 of 1 k\Handouts\Resubmittal Information CITY OF ,.'�., City of Federal Way• Public Works Department Federal Way 33325 Eighth Avenue South•PO Box 9718 • Federal Way,WA 98063-9718 Phone 253-835-2700 •Fax 253-835-2709• voivvv.ateoffeci:!ralvray.com LETTER OF TRANSMITTAL Date: June 24, 2009 To: Joel Howitt From: Kevin Peterson Barghausen Consulting Engineers Engineering Plans Reviewer (253) 835-2734 RE: Marketplace Lot N-5 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 Approved civil plan mylars COMMENTS: Joel, The City will need 4 paper copies of the approved mylars (1 copy to be collated into the building permit SITE and FILE sets, 1 PW inspector copy, 1 PW Engineering copy). Please return the copies and mylars to my attention. Thanks cc: Project File Day File w �LGHA L�1 CIVIL ENGINEERING,LAND PLANNING,SURVEYING 0 oys , 4/I(\I`i '2 may, June 9,2009 G�r'NG ENG114 Mr. Kevin Peterson Engineering Plans Reviewer RESUBMITTED Public Works Department City of Federal Way JUN 1 0 2003 33325 —8th Avenue South Federal Way,WA 98063-9718 CITY OF FEDERAL WAY BUILDING DEPT., Ili RE: Response to Comments Federal Way Marketplace Building N-5 34512— 16th Avenue South,Federal Way,Washington City of Federal Way Permit No. 09-101588-00-CO Our Job No. 11283 Dear Mr. Peterson: We have revised the plans for the above-referenced project in accordance with your comment letter dated June 1, 2009. Enclosed are the following documents for your review and approval: 1. Five(5) copies of the revised civil engineering plans 2. One(1)redlined set of civil engineering plans The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: All City-approved civil sheets (C1-C4, & C6)— 1) Revise the permit number in the approval block to 09-101588-DD-CO. Response: The permit number has been revised in the approval block as requested. Sheet C2— 1) Eliminate the reference to Extruded curb and gutter, where the existing driveway is being replaced along the east roadway. Reference the detail and sheet numbers for the curb and gutter detail. Response: The callout has been revised to reference the detail on Sheet C6 for the new curb and gutter. 2) Add notation that the existing curb, gutter, and sidewalk are to be removed to the nearest expansion joint. Response: A note has been added to the plan in this regard. 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX BRANCH OFFICES • OLYMPIA,WA • TACOMA,WA • CONCORD,CA • TEMECULA,CA www.barghausen.com Mr. Kevin Peterson Engineering Plans Reviewer Public Works Depaitinent City of Federal Way -2- June 9, 2009 Sheet C3— 1) Revise ESC note 12 to the following dates: October 1 through April 30. Response: The ESC notes have been removed from this sheet. 2) There are ESC notes on Sheet C6, with 18 notes versus 16 notes on this sheet. Response: The ESC notes have been removed from this sheet. 3) Revise Temporary cover note I.A. to read 'to April 30' Response: The note has been revised as requested. 4) Dimension the length of the temporary construction entrance. The minimum standard length of 100 feet will likely be too long for this site. Response: Dimensions have been added to the plan. Sheet C4— 1) CB#2 — additional notation should be added to indicate that if the rim to invert of the existing storm pipe to the west is found to be greater than 5.0 feet, then a Type 2 CB shall be constructed. Response: A note has been added to the plan in this regard. 2) Existing catch basin at the north side of the east driveway approach to be removed- add notation to adjust the CB risers,frame, and grate to match the alignment and elevation of the new curb and gutter. Response: The existing catch basin will remain. A note has been added to adjust the catch basin to match the new curb and gutter alignment and elevation. Sheet C5— 1) Remove the City Approval block from this sheet — Lakehaven Review and Approval for Water and Sewer. Response: The City approval block has been removed. Sheet C6— 1) There are ESC notes on Sheet C3, with 16 notes versus 18 notes on this sheet. Response: The notes on this sheet have been revised and the notes on Sheet C3 have been removed from the plan set. Mr. Kevin Peterson Engineering Plans Reviewer Public Works Department City of Federal Way -3- June 9, 2009 2) Revise the Temporary Construction Entrance detail (length) to match what will be proposed on plan sheet C3. Response: The detail has been revised to correspond with the proposed ESC plan. We believe that the above responses, together with the enclosed revised plans, address all of the comments in your letter dated June 1, 2009. Please review and approve the enclosed at your earliest convenience. If you have questions or need additional information,please do not hesitate to contact me at this office. Thank you. Sincerely, dere ;1"/". AO Joel A. Howitt Project Planner JAH/dm 11283c.088.doc enc: As Noted cc: Jeff Oliphant, Federal Way Marketplace West LLC (( Z3 ` CITY OF CITY HALL 8t �. Federal 33325 8th Avenue South Way Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.corn June 1, 2009 w S CA. Barghausen Consulting Engineers Attn: Joel Howitt 18215 72nd Ave S Kent, WA 98032 RE: Permit#09-101588-O0-CO;Federal Way Marketplace Building N-5 3451216`h Ave S Dear Mr. Howitt, The Public Works Department has reviewed the civil engineering plans for the above-referenced project. Prior to approval of the permit, the following items shall be addressed: All City-approved civil sheets (C1-C4, &C6) — 1) Revise the permit number in the approval block to 09-101588-00-CO. Sheet C2 — 1) Eliminate the reference to Extruded curb and gutter, where the existing driveway is being replaced along the east roadway. Reference the detail and sheet numbers for the curb and gutter detail. 2) Add notation that the existing curb, gutter, and sidewalk are to be removed to the nearest expansion joint. Sheet C3 — 1) Revise ESC note 12 to the following dates: October 1 through April 30. 2) There are ESC notes on Sheet C6, with 18 notes versus 16 notes on this sheet. 3) Revise Temporary cover note 1.A. to read 'to April 30' 4) Dimension the length of the temporary construction entrance. The minimum standard length of 100 feet will likely be too long for this site. Sheet C4 — 1) CB#2 — additional notation should be added to indicate that if the rim to invert of the existing storm pipe to the west is found to be greater than 5.0 feet, then a Type 2 CB shall be constructed. 2) Existing catch basin at the north side of the east driveway approach to be removed- add notation to adjust the CB risers, frame, and grate to match the alignment and elevation of the new curb and gutter. 1:\csdc\docs\save\15954473029.doc June 1,2009 Barghausen Consulting Engineers Permit#09-1 0 1 5 88-00-CO Page 2 of 2 Sheet C5 — 1) Remove the City Approval block from this sheet — Lakehaven Review and Approval for Water and Sewer. Sheet C6 — 1) There are ESC notes on Sheet C3, with 16 notes versus 18 notes on this sheet. 2) Revise the Temporary Construction Entrance detail (length) to match what will be proposed on plan sheet C3. Please have the engineer revise the plans as necessary, and resubmit 5 copies of the revisions. If you have any questions, please contact me at (253) 835-2734, or via e-mail at kevi n.pete rso n Ca�cityoffede ra lway.co m. Sincerely, VAR Kevin Peterson Engineering Plans Reviewer KP:su Enclosure cc: BCRA,Ming-Sing Ting,2106 Pacific Ave,Suite 300,Tacoma,WA 98402 Project File(KP) Day File I:\csdc\docs\save\15954473029.doc LOT N=5 ,FEDERAL WAY MARKETPLACE CITY OF FEDERAL WAY GENERAL NOTES: A PORTION OF SECTION T- 2>- N, R- 4- E, W.M. , KING COUNTY, WASHINGTON 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. CO\/CC� ����� THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, COVER BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBIUTY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. �I 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE-_ 4 , j FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN / 4I j Ii` OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. I I ) I I _• 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER_ CONVEYANCE, GAS, ELECTRICITY, ETC.). 4. BEFORE ANY CONSTRUCTION OF DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE I I - - - - - - APPLICANT'S CONSTRUCTION REPRESENTATIVE. - --- _ - \t ¢ .�.. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FEDERAL WAY CITY CODE (SECTION �I I � 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH FRIDAY, 9 A.M. TO 8 P.M. SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL I CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS -OF -WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT rI MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE II SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. ' a 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. u 11. ALL UTILITY TRENCHES IN THE RIGHT-OF-WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK. 12 ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY Yo !>L I h 1 11, 1� - --L) I r777 LOT N-5 k\,© ,, A cc 1. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY ^ ' I' n \{x7 ' -�; 'W 474Ji3' IN ACCORDANCE WITH WSDOT 2-06.3. - • -- __. _ z- 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED r, BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03 (8)3_------------- --- _ 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONSx / - ..._.... TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBUC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW - -, !I I SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY�- / 1 `I I� . !!!! /: \ 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES'. 1.7. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. DEVELOPER: ARCHITECT- 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. FEDWAY MARKETPLACE WEST, LLC BCRA ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES C/O MICHAEL JOHN KLEIN, CPA 2106 PACIFIC AVENUE, SUITE 300 SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22. 3-23. 5743 CORSA AVENUE, SUITE 216 TACOMA, WA 98402 ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTION OR FOUR FEET IN WESTLAKE VILLAGE, CA 91362 PHONE: (253) 627-4367 HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL PHONE: (818) 865-1400 FAX: (253) 627-4395 ENGINEER LICENSED IN THE STATE OF WASHINGTON. FAX: (818) 865-1450 CONTACT: JEFF OLIPHANT ENGINEER LEGEND PROPOSED ASPHALT EXISTING CONCRETE 0 PROPOSED CONCRETE SIDEWALK 0 (SCORED PATTERN) TEXTURED PAVING PROPOSED TYPE II CATCH BASIN O PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN ❑ PROPOSED STORM LINE PROPOSED STORM PIPE EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT AND FACE OF CURB PROPOSED EDGE SIDEWALK PROPOSED CONTOUR EXISTING CONTOUR EXISTING LOT LINE EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY - - -392- SURVEYOR/PLANNER GEOTECHNICAL ENGINEER. BARGHAUSEN CONSULTING ENGINEERS, INC. ZIPPER ZEMAN ASSOCIATES, INC. 18215 72nd AVE. SOUTH 18905 33rd AVE WEST KENT, WA 98032 LYNNWOOD, WA 98036 PHONE: (425) 251-6222 PHONE: (425) 771-3304 FAX: (425) 251-8782 FAX: (425) 771-3549 CONTACT: DAN BALMELLI/DENNIS SALTYS CONTACT: JOHN ZIPPER UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1n=30' 0 15 30 60 NNN pa" 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A 9. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S AND AMENDED TO PROVIDE SEDIMENT PROTECTION CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL TO ALL ADJACENT PROPERTIES. NOTIFY CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT (253) 835-2700 TO SCHEDULE MEETING. 10. ROUGH GRADE SITE AND INSTALL STORM SYSTEM SYSTEM AND RETENTION/DETENTION FACILITIES. 2. FLAG CLEARING LIMITS. PROVIDE INLET PROTECTION WHERE INDICATED. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. CURBS AND GUTTERS. - 5. INSTALL OFF-SfTE CATCH BASIN PROTECTION. 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 6. CONSTRUCT SEDIMENT POND. 13. CLEAN STORM DRAINAGE OF ALL SEDIMENT AND DEBRIS. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES ROUGH GRADED OR FILLED. WHEN SITE IS COMPLETELY STABILIZED. 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. UTILITIES AND SERVICES: WATER: LAKEHAVEN UTILITY DISTRICT CABLE: AT&T CABLEVISION P.O. BOX 4249 4020 AUBURN WAY NORTH 31623 - 1ST AVENUE SOUTH P.O. BOX 1048 FEDERAL WAY, WA 98063-4249 AUBURN, WA 98002 (253) 927-2922 POLICE: FEDERAL WAY PUBLIC SAFETY DEPT. 33535 - 8TH AVENUE SOUTH SEWER: LAKEHAVEN UTILITY DISTRICT FEDERAL WAY, WA 98003 ; P.O. BOX 4249 (253) 835-6700 (NON -EMERGENCY BUSINESS LINE) 31623 - 1ST AVENUE SOUTH FEDERAL WAY, WA 98063-4249 FIRE: CITY OF FEDERAL WAY FIRE DEPT. (253) 927-2922 31617 - 1ST AVENUE SOUTH FEDERAL WAY, WA 98003 GAS: PUGET SOUND ENERGY (253) 946-7242 3130 SOUTH 38TH STREET TACOMA, WA 98049 SCHOOL: FEDERAL WAY SCHOOL DISTRICT No. 210 (800) 441-2691 31405 - 18TH AVENUE SOUTH POWER: PUGET SOUND ENERGY FEDERAL WAY, WA 98003 (253) 945-2071 3130 SOUTH 38TH STREET TACOMA, WA 98049 (800) 441-2691 TELEPHONE: QWEST COMMUNICATIONS 450 - 110TH AVENUE N.E. PREMIS BUREAU, 4TH FLOOR BELLEVUE, WA 98003 0 344th m S 344th w ST ST W SITE t S 348th ST �ST0 h fN w S 352nd L ST co In VICINITY MAP NT8 LEGAL DESCRIPTION TAX LOT NO. 2500900050 THE NORTH 330 FEET OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNT(, WASHINGTON; EXCEPT THE NORTH 20 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER KING COUNT( RECORDING NUMBER 141718; AND EXCEPT PORTION LOCATED WITHIN STATE HIGHWAY NO. 5-D; AND EXCEPT PORTION CONVEYED TO KING COUNTY FOR 16TH AVENUE SOUTH BY DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 9104230198. DATUM: VERTICAL DATUM IS NGVD 1929, PER INFORMATION PUBLISHED BY THE CITY OF FEDERAL WAY, WASHINGTON. BENCHMARK IS CITY OF FEDERAL WAY BM No. 2168-8-1; FOUND RAMSET WITH BRASS WASHER IN SIGNAL POLE BASE AT ,INTERSECTION SR 161 & 16TH AVENUE SOUTH. ELEVATION = 309.78 FEET. 1. CONTRACTOR SHALL CONTACT THE CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT,FOR PRECONSTRUCTION/ INSPECTION AT (253) 835-2700. 2. ALL STORM DRAINAGE PIPE SHOWN ON THESE PLANS AS LCPE SHALL BE LINED CORRUGATED HIGH DENSITY POLYETHYLENE PIPE SMOOTH INTERIOR UNLESS NOTED OTHERWISE ON THE PLANS. I. ALL EARTHWORK, GRADING, ROCKERIES, AND RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE.WITH EARTH CONSULTANTS INC. GEOTECHNICAL ENGINEERING STUDY DATED DECEMBER 2, 2002, AND ANY SUBSEQUENT REPORTS AND FIELD DIRECTION. CONTRACTOR SHALL OBTAIN APPLICABLE REPORTS AND KEEP ON SITE WITH THE APPROVED PLANS. BACK FILL OVER.PIPES AND UTILITIES WITHIN PUBLIC RIGHT-OF-WAY IS 5/8-INCH CRUSHED ROCK. Cl OF 6 COVER SHEET C2 OF 6 SITE PLAN C3 OF 6,' TEMPORARY EROSION SEDIMENTATION CONTROL PLAN C4 OF 6 GRADING AND STORM DRAINAGE PLAN C5 OF 6 WATER AND SANITARY SEWER PLAN C6 OF 6 CONSTRUCTION NOTES AND DETAILS CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/INSPECTION NOTIFICATION: 253-835-2700 CALL. BEFORE YOU DIG: 1-800-424-5555 n, w� 0 W 0 o 0 Uw chi w °d a �d o ow w L W o CD Z W W 9 5 L) m CL Q a d U) Z LJ a a d > O 0 Zi O w1 Zi Lot rn ai ® U J W LL w Aouo x 11 �2 2IiI m V"\a.rkC�F�14t�- a�e-.e Cam. KAt' 10121(09 • 1' : # I •• STY OF FMS' AL WAY APPROVED BY:4, t jl "j DATE: %4 0 s, +-Zo 114 I 3 0 U I� m J CV (O Q cl 00 3cn00 L W W ® p M JZQ7� > J Q _\j 00 W / 0 M oo COW'- fr 0 3 Q U �' O WIII i tO u_ is 0 3 n LL M H W (n ; tp - J z 2 i O `V 10LA K JblS ^4�5 w x gi o c o �I w 0 N °� E z OI 2 o a OD � U I C C Y > O O 3 N (n 0 O U Q 0 a w ,n N I--- z o S� CD w CL N m Q zL6 1? N L` g z Q O N Orn NO c� 17 rn cc 00 of o N r I Q .- I .- W w z o Ln L0 LO N N .- 0� z Z w rn r 1- 10 U7 > o i Yvv UN c�v N 0 ON7 I z S 'o a z� � I Ili w a 3 o ti►b, o� CO 0 CO a i m co (1D� i y E z �0 C4 r o0 o o In a; Fri % V %o r% I eT LA 0dr I I I I I RETAINING WALL �4 a VI — r II PROPOSED FENCE ALONG TOP OF RETAINING WALL TO MATCH OTHERS EXISTING ON SITE. LOT N-.5 FEDERAL WAY MARKETPLACE A PORTION OF SECTION T-- 21 N, R-- 4-- E, W.M. , KING COUNTY, WASHINGTON SITE PLAN i EXISTING 30' DRIVEWAY EXISTING 25' DRIVEWAY I —167.83' _ — N01'37'38"E 267.10' - - - EXISTING 30' DRIVE AISLE -------------------------------------------- a f \ 11 L� _,T - __-- m G I t PROPOSED e n TRASH ENCLOSURE ° o n 0 N U� I 30' EXISTING DRIVEWAY S01'37'38" 474.83' d n,o w w woo U U U U W w J o C o '0 EL Qi En w 3 z LO ZZz Q J m d z z g V U U w O a a a F Q w w LI N J w 1) �Eaj u- L<11 a a w x of x Of V w IL T PROPOSED SITE DATA: PARCEL N-5: USE - MIXED USE BULDM AREA 7,054 SF - RETAIL 3,114 SF - RESTURANT 10,168 SF - TOTAL LOT AREA: 41,385t SF SETBACKS REO'D FRONT - 0' SIDE - 0' REAR - 0' SETBACKS PRV'D: FRONT - 86' SIDE - 22' REAR - 6' HEK3FIT: 35' MAX. ABOVE FINISHED GRADE (UP TO 50' ALLOWED IF CRITERIA ARE MET) PAFKM REO'D RETAIL = 23 STALLS RESTURANT = 31 STALLS (+10% SHARED PARKING DISCOUNT) PARKING PFiV'D PURSUANT TO SHARED PARKING REDUCTION AGREEMENT PEFiIbEFER L/S REO'D: 5' TYPE III ALONG PUBLIC R.O.W. AND PERIMETER LOT LINES PERkETEA L/S PRV'D 0'-22' INTERIOR/PARKING LOT L/S FiEO'D 920 SF (20 SF PER STALL) INTERK)R/PARKING LOT L/S PRV D 1,561 SF OWNER: FEDWAY MARKETPLACE WEST, LLC CONTACT: JEFF OLIPHANT PHONE: (818) 865-1400 N (O cp Qa _ U oo w w n } U W V o 1 Z) Q �,r//11 � w C J Li_ ..� ' _1 00 00 c co w Ir- ir Q 100 o O J .N 3 ® A O u- LID 00 ro � N 3 Q co !PIS X 0 0 0 u ¢ 0 N QII m z n O x UI o x C^�ill I 1D d N o C N ) N u C Y 23 V O � (n 0 a O U ¢ 0 5 V) w �`! F=- Z U > rn o z W V) g En LLJ a� m QZ ? Z IL` zN g \o E Q M N N 00 N I- z mCD 00 X Z o r Q I I zw Ln L0 Z -30 L0 N N z- r. w 00 LLj `L -q-v UN N 0 0N7 z Jy sb 0 o J w N Q i i z a z W O 2 / V ` �yS�b 0 00 CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PEF*AT NO.: 09-101588-00-00 PRECONSTRUCTION/INSPECTION NOTIFICATION: 253-835-2%OO CITY OF FEDERAL WAY N � z N t 0 CALL BEFORE YOU DIG: 1-800-424-5555 APPROVED BY: DATE: N 0I THE FOLLOWING BMPS SHALL APPLY TO ALL GRADING AND CLEARING ACTIVITY PERFORMED BETWEEN OCTOBER 1 AND MARCH 31• 1. GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED IN STAGES TO MINIMIZE SOIL EXPOSURE. 2. EXPOSED SOILS SHALL BE COVERED WITHIN 2 DAYS USING DAM MULCH, SOD, HOG FUEL, PLASTIC OR OTHER APPROVED PROTECTED COVER. 3. INSPECT AND MAINTAIN SEDIMENT CONTROL MEASURES DAILY. A. REPLACE ANY DAMAGED BMPS AND UPGRADE BASED ON WEATHER CONDITIONS. B. REMOVE SEDIMENT ACCUMULATION ONCE DEPTH EXCEEDS 6 INCHES. 4. INSTALL COIR LOG, ROCK OR STRAW BALE CHECK DAMS EVERY 100 FEET ON CENTER ALONG ALL DRAINAGE INTERCEPTOR DITCHES. 5. EROSION CONTROL MATERIALS ARE TO BE STOCKPILED ON SITE PRIOR TO ANY SITE ACTIVITY. 6. AT STORM EVENT, NO ACTIVITY WILL OCCUR ON SITE, EXCEPT WORK ON EROSION CONTROL. EROSION AND SEDIMENTATION CONTROL BMPS: 1. GRADING AND CONSTRUCTION SHALL BE TIMED AND CONDUCTED IN STAGES TO MINIMIZE SOIL EXPOSURE. 2. THE CONTRACTOR SHALL PREVENT THE TRANSPORT OF THE SEDIMENT ONTO A PAVED SURFACE DURING CONSTRUCTION. IF SEDIMENT IS TRANSFERRED ONTO A PAVED SURFACE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN IT IMMEDIATELY. 3. STOCKPILES ARE TO BE LOCATED IN A SAFE AREA AND ADEQUATE COVER WITHIN 24 HOURS TO PREVENT SOILS LOSSES. 4. THE CONTRACTOR SHALL MAINTAIN AND REPAIR AS NECESSARY ALL TEMPORARY AND PERMANENT EROSION CONTROL BMPS TO ASSURE CONTINUED PERFORMANCE. 5. ADDITIONAL COIR LOG, MULCH COVER, FILTER BARRIERS, AND/OR BALES MAY BE REQUIRED TO PREVENT/MINIMIZE EROSION AND SEDIMENTATION DURING CONSTRUCTION. 6. AFTER EACH DAY OF ACTIVITY, ALL IMPACTED STREETS ARE TO BE SWEPT WITH A STREET SWEEPER. TEMPORARY COVER: 1. SCHEDULE: A. FROM OCTOBER 1 TO APRIL 30 ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 2 DAYS SHALL BE PROTECTED. B. FROM MAY 1 TO SEPTEMBER 30 ANY DISTURBED AREA IN WHICH NO ADDITIONAL WORK WILL BE PERFORMED WITHIN 7 DAYS SHALL BE PROTECTED BY STRAW MULCH, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, CRUSHED ROCK, OR OTHER APPROVED METHODS. 2 PREFERRED MULCH, HAY, OR STRAW: A. DEPTH OF THE APPLICATION A MINIMUM OF 2 INCHES. B. APPLICATION RATE 75 TO 100 POUNDS (TWO TO THREE BALES) PER 1,000 SQ. FT. 1.5 TO 2.5 TONS (90 TO 120 BALES) PER ACRE. 3. IN AREAS 2:1 OR STEEPER, ALL WINDBLOWN AREA MULCH MAY NEED TO BE ANCHORED DOWN WITH THE NETTING, KEPT MOIST, OR BE AN EQUIVALENT APPROVED METHOD. PERMANENT COVER: 1. CONSTRUCTION ACCEPTANCE WILL BE SUBJECT TO A WELL ESTABLISHED GROUND COVER THAT WILL FULFILL THE REQUIREMENT OF THE APPROVED CONSTRUCTION PLAN. 2. ALL DISTURBED AREAS, SUCH AS RETENTION FACILITIES, ROADWAY BACKSLOPES, ETC., SHALL BE SEEDED WITH A PERMANENT GROUND COVER OR AS DIRECTED BY CITY INSPECTOR TO MINIMIZE EROSION. GRASS WILL BE DONE USING AN APPROVED HYDROSEEDER OR OTHERWISE APPROVED BY ENGINEER. PREPARATION OF SURFACE: 1. ALL AREAS TO BE SEEDED SHALL BE CULTIVATED TO THE SATISFACTION OF THE ENGINEER OR CITY INSPECTOR. THIS MAY BE ACCOMPLISHED BY DISKING, RAKING, OR OTHER ACCEPTABLE MEANS. 2. IMMEDIATELY FOLLOWING FINISHED GRADING, PERMANENT VEGETATION (CONSISTING OF RAPID, PERSISTENT, AND LEGUME) WILL BE APPLIED (MINIMUM 80 POUNDS PER ACRE). THIS IS TO INCLUDE THE FOLLOWING: 20 PERCENT ANNUAL PERENNIAL OR HYBRID RYE GRASS, 40 PERCENT CREEPING RED FESCUE, 40 PERCENT WHITE CLOVER, HYDROSEED AS REQUIRED. SEED MIXTURE SPECIFICATION (DOE STD.) PROPORTIONS PERCENT PERCENT NAME BY WEIGHT PURITY GERMINATION ED TOP 10 PERCENT 92 90 (AGROSTIS ALBA) ANNUAL RYE 40 PERCENT 98 90 (LOLIUM MULTIFLORUM) CHEWINGS FESQUE 40 PERCENT 97 80 (FESTUCA RUBRA COMMUTATA) (JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10 PERCENT 96 90 (TRIFOLIUM REPENS) FOR OTHER SEED MIXTURE USE LOCAL SUPPLIER RECOMMENDATION WITH THE APPROVAL FROM THE CITY ENGINEER. I LOB'' N=5 FEDERAL WAY MARKETPLACE A PORTION OF SECTION T— 29— N, R— 4— E, W.M. , KING COUNTY, WASHINGTON TEMPORARY EROSION SEDIMENTATION CONTROL PLAN 1n=201 0 10 20 40 I' I � I it ; I I' � ...,•—� � ��� `.'— al II:. .._-_.>!' I l i - _._-____ i �_' .trJ II I .1 I \/♦ 001-=— I <I ' Lf-' _.' _ Ij _� , it I •\ , ' / -,: � -___` _" ----=' := i" ` I- - __— _..--- - — ------- - , - -- _ T i r , o - Z O � 0 W o U F— o ~z z Lo i a a .60i CWC G N Q I� o � z W z 3 z m a Z J Z U U U LLJ Vi CC �O aCZ a a Q O r J w w o Q O fL W F— x x = Y U m w M N O z 1 r � •, PRO E II if IONI TY e r 3:1 I I 3:1 t�'•_ i I INTERCEPTOR ° DITCH I —' W/I ROC m I I a I ! II 3t1 CHECK DAMS 34 LF TEMPORARY\�- W 12" CPEP ® 0.5% �- I _ N o TEMPORARY SEDIMENT PON� we -► x% s I ----- W o MIN. TOP EL 316.0 v m �s _ � �-- m fl �� mµ j BOTTOM POND EL=312.0 I TEMPORARY f W Q "¢ fl I j ONST�UCTIONI ---- D II I NTRAN E I (50' L NG x �5 WID) I - ( j •, 1 n I �. 1 x W 1 'I I 1 Q ,{,.�:.-...1 Y �..,.. � .� . -...� I I ._bq ...... ..u. 1 �� I• L. _...� [�/�• - I p --__ —_ M 4co OD T �T9 I o a _-- BUILDING PAD ?, ; U I I � � N I I co FF EL=320.0 I I i I I `Ir / � 1 � I , }�� II � + � •�� 1� _.J r I I ~ � 3, 1� 1 ii I i ._ SILT +( I I 32 9 FENCE i I LL 00 f 2\ FE L TYPE f' x �.. .. ..... /r............ �r SD1 4 ... W.�✓' �} 1 ...; � ._ �r�.. _ �.91 ..__ r..• �,... Hrvr ,.ti-�- X - -_ [(( 'V\ V'� .. ... .. .. .. .. .. Q�`�1- i � 4!'-t ��_•--r ,,.-t _ T..'_.. x� �at'. /LI �+. 1L � ( , '�DD ... ..a. ��.. �: .LL-��� ��-�_ •f_. )r .'.f_ � �� 'l `_i '. i 1�. � .�a�i': sir\ :,ri ••--Y+«.', 2 . � �L *" I %/ � .wa - � - �-� .r _-Tom•"*- �..r -..r-''."L7.�-r`..:. �•�� - 'I �' \�G�� py�r7 J ° —. A74 a, m .LIMITS _ - JV CLEARINGDA- --- - - - - - - li.._LI, (TYP.) �r TEMPORARY C$ - - .---- -- - -- ---- - _- - ---- - 1 - I i -"-- To Of - - ------------- --- �' - I - v �( -- ----' -1j .� _.T77 r - LLJ I ... - -- --- -- --- ----- ------ -- I f r ....------- -- I I fx m cn I ii I 11 I I I 'I + I o o 0 ¢ 0° 1 t h c LLJ 0O az o LEGEND ® SURVEY MONUMENT o MAIL BOX B3 EX. WATER METER _ F' EX. POWER VAULT 1-'- EX. SIGN S4. jZ EX. LUMINAIRE (LUM.) ------------- EX. EX. WATER LINE SANITARY SEWER LINE EX. LOT LIGHT =_____= EX. STORM DRAINAGE LINE O EX. POWER POLE -P(uu) EX. POWER UNDERGROUND y EX. JUNCTION BOX (AS NOTED) - P(ol+)- EX. POWER OVERHEAD ❑ EX. CATCH BASIN (CB) —•**--- EX. METAL FENCE EX. WOOD FENCE O EX. SANITARY SEWER MANHOLE (SSMH) ......... 470.......... EX. CONTOURS K] EX. GAS METER EX. ASPHALT (NOT USED) A EX. GAS VALVE m EX. WATER VALVE (WV) EX. CONCTRTE A EX. FIRE HYDRANT (FH) 10.00 l— TESC LEGEND �2' TYPICAL SILT FENCE ��• • CLEARING LIMITS DIRECTIONAL FLOW LIMITS OF CLEARING TEMP. INTERCEPTOR DITCH —.►••• AND GRADING PROPERTY LINE TEMP. CONSTRUCTION ENTRANCE SILT FENCE LOCA11ON DETAIL ROCK CHECK DAM ® NTS Ld O Q m - Z x Z w coo LEI N N N g z a Q O OO Z> ~' m C) 00 N m CO n 00 � Z o Q I I Zw o to Lo N�/�.N�/-�. L0 (.D Z w - 3 a 1���^ 00 Ld > I N o `I ° V� s6�� 0 Jy Q � o X. Z w a V v c� A`' o' PEiMff No.: 09-1o1588-00-00 d► y° I CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT p 0oN PRECONSTRUCTION/INSPECTION NOTIFICATION: Cc 253-835-2700 MY of FEDERAL WAY N 40 C� APPROVED BY: z ( CALL BEFORE YOU DIGS ++ mil•./ 0.. o V r o 0 1-800-424-5555 DATE: fl Z o cf) 0 LOB'' N=5 FEDERAL WAY MARKETPLACE A PORTION OF SECTION T- 21- N, R- 4- E, W.M. , KING COUNTY, WASHINGTON GRADING AND STORM DRAINAGE PLAN 1°=10'7x 0 5 10 20 \\/ 1 a ° n j- i t I r/\ � EXISTING CB `\� XISIING 8"I heir,?' \ EX. CB TYPE 2-48" N/ \M= w- r-i_ _ \ \ ` RI316.4 6.4 IE= 308.78 ✓` - -i\ -- - ; - -- -- -- �167.83 /N- -_ .p -. _. _.__-__ - -_. XISTINC, SS , „ N�\�ii I - N01'37 38 E 267.10- - - \•/ \; I TW=317.8 `� - \ >\ BW-313.6 j PROPOSED RETAINING WALL „� TW=318.2 ` -- - - - -- i 316.02 i ' 1 316 7t 1 -- - - -- - ---- -------- --- / EXISTING CB / EXISTING 8" WATER- / 7 138. -- -- --- -- ,\ -- --- EXISTING SS- ---------------- 317 12 --- -I - - --- \ \\ _ _X � \ J ER \ i 318.7 s ° o I` \ • J\ - ^ 11.1 I 1 I of :d VV/ 1 1 w 319.26 co I I.O U N IQ I I �•• w O N I ° C) W WIq CC) I I Q N w'I i r I � I , W Qv! o• ICL � J o I J 000 X 9 A I Q > 0-\ •1J Q00 •�S � i '.. � I I � � ro j z Im 0 0; / \ � -i z ' z v -_ �m Q j % 8" RO F DRAIN 319.8 i319.3 COLLECT ON PIPE N LIZ ! " ROOF D AIN I N r� COLLECTIO PIPE I i o�° N X 319.3 319.3 ® 1.0% 320.3 i J i I N L- ` 319.4 319.3 / _ - - ni O 319.3 n © �� ! I - LL rri 0 1 - R'\ r-. - i l �' A •. 32 0°8 :r• Z 320.3 v'1 0 1 'h 1 0 y ' i G T >ir '•� \ v p. t n 319.95 cn O I° ^I� :1 MAX. • i . ; 1 > I �3 I \ Q ",.+ � r, 319.95 19.6 319.95 319.9 2 \ 3 a y II 319.45 319.9 319.95 319. NOTE: �I ADA 319.95 / -h. •; 1 I I I i \ > 0 4� o , p FOR PLAZA DETAILS ACCESSIBLE • OF BENCH AND TABLE I iI RAMP I ` '• • LAYOUT REFER TO � � � • � � � \ n 3: MAX 4 THE LANDSCAPE �� \ x 1319.95 319 9 PLANTING PLAN. II / I I \•\ p SCOFIELD #A-21 DEEP I �/ I' I 321.1 1 w CHARCOAL COLORED X hi c o CONCRETE, WITH LIGHT it X ; °1,• I I $ N n P z 1319.7 BROOM FINISH (TYP.) I > O � L I 0 ' o N C QO� e X ! i I = n --320- i �� --- -- NEW BUILDING I o I ; 32,.D Y m -1 I I I U YI o 319.95 �I �_--- j�.. )K i d l c� n 32D.5 FF EL-320.0 I': Y 320.15 II t 19 rn a 0 0 NATURAL CONCRETE ' a I ` COLOR HEAVY BROOM FINISH (NP.) I� �.L i i � N I 319.8 �I r - i I I I z o - •-/ O zw N cn \ -------I------- -- I _ (n rn I {X 319.8 > to Q0Nco ° I>OI _. 320.0 0 I L 1i I \\3?�.\ y� - 1 Z rn ED 000 w Iz o 320.0 I I .. �\ ° e I'I-i -_ I I I W rn V V -(. }- - - 320.0 320.0 Q z 3a 1 l.'.,� i 1 N N Z E 11 // -- - - 320 0 320.0 320.0 1 w s 320.0 �' I -`'1° -- N Z N N � ) n, • n. ° f I - 1' n 1 ! y •� ° n • a t��°' \n •.� • � �Y. I- lT�j� I i --I to • i e, , 320.0 � I �, i\ n - - - _ ---- J "°.> �?' U K\<` - -- -----TW=323.5 --- -- - _ o a 4, ° .. ° <', ° ° �, p --- SO1'37'38" 474.83' z a _ / _ _ \ BW-319.8 BW=319.8 w TW=321.0 ° - -�- - - - t- a �\ - - _ 3Q6 BW-319.8 TW=322.6 -- - -- - �2 m \ - BW=319.8 TW=323.4 -- p - - - - _ ° . ° s - < f BW=320.0 V °' ° ---- -- '- -- � P�1Mfi NO � 09-101588-00•-CO v - CITY OF FEDERAL WAY PUBLIC WORKS DEPART � p O�y •o, PRECONSTRUCTION/INSPECTION NOTIFICATION: .. _ _...__ ._ - _. __ "-_ - -- - _..._ M >• i 253-835- ..- _ _ _-- --- ._-_. -_' _ 2700 CITY OF FEDERAL WAY ADJUST EX. CB RISER, FRAME --- ---------ID _ - - CALL BEFORE YOU DIG: �• ago _ -�� AND GUTTERALIGNMENTANDELEVATIONAPPROVED BY: z N tCD --_I_h_� .._ -_--___ - , .. - _ _.. - - - DATE 1 800 424 5555 �� U co \ , - _ - I - \ - O N 0 _.. I 317. CURB D 91 L 12" SO m 0. 07 _ �E j I -- 'n N z I' - ---- 317:7 - --- 25 LF 12 ®4,64 ` EXI ING CB a G ER - -- --- - X g0 cP 1 m CB#3, TYPE j s // 31 .0 CURB D 3185 RIM = 17.3 r, Icp 1. � IE=31 .3 I �� 9 / CB# TYPE 1 coo i y c - n / RIM 318.0 a0 IE=3 5.0 ---------------=1----------------- 317.8 ____ ------------------318------------CB 2 TYPE 1 317.91 RIM=316.94 a\ 8" ROOF DRAIN IE=313.84 N, S COLLECTION PIPE ( ) 8" ROOF DRAIN �1 E=FIELD ® 1 0% � IVERIFY (W) I 318.43 COLLECTION PIPE CONTRACTOR TO FIELD VERIFY THE /� ® 1.0% TW=318.6 ' VERTICAL AND HORIZONTAL ✓ BW=316.5 ' LOCATION OF EXISTING STORM STUB PRIOR TO INSTALLATION OF NEW C.B. IF RIM TO EX. PIPE INVERT IS X GREATER THAN 5.0 FEEF, THEN �® INSTALL A TYPEX2 CB. a� n I% X d> 318.95 Q 318.95 LOT N=5 1�=10' . � 'I N { i 1 l r�r I I� r I I I I I ° I I II { 1 I ; i I i IX, z W � w J W �0 0 W U ME U U 7 rz r Q U W WEL W J 0 L Q o W W --- _— o a' /- �.-:. z 3 z z U-- -- EXISTING 8' WATER a s a J W w W N J -EXISTING SS-- LL a s Q Q W c \� I 0C�o .FEDERAL WAY MARKETPLACE __ -- °-- A PORTION OF SECTION T- 21- N, R- 4- E, W.M. , KING COUNTY, WASHINGTON --- , WATER AND SANIIART SEWER FLAN _-- - _-- • � EXISTING FH -�- _ EXISTING 8" WATT=R --- _ _.. _ I .... .... . 1 Y 167.83' 1 L Sri-....-. N01'37'38"E 267.10' - - �i EX. SSMH #6 RIM=316.5 - - ---- ------- I IE=302.91 (8" S) OUT I� ` EXISTING 51 LF 6" PVC C' 4.58% Ij EXISTING SSMH #12 / (MONITORING) RIM=318.22 (ADJUST RIM TO NEW 6" PVC i IE=305.42 SIDE SEWER 6" PVC SIDE SEWER NEW SSCO NEW SSCO RIM=318.95 RIM=318.95 IE=312.5 IE=312.6 33 LF 6" PVC OT ® 2 % MIN. O L INSTALL: ` 4 �. �— Y 1-8"x6" TAPPING TEE (M F 1-6" GATE VALVE (FLxMJi p s ° ^ -- -- 4. p. ----- n , CONC. BLOCKING \ � - � -- --•-. 6" DOUBLE DETECTOR °' ---t, ---_. - CHECK VALVE ASSEMBLY - - --------------- - PER DISTRICT STANDARD "�'�_.�-- - - - - - - -- - - - PLAN No. B-19d. CONNECT I 4" PVC VAULT DRAIN TO j-- -- - - -- - - - -- - C^- NEAREST CATCH BASIN. ! __ INDIVIDUAL NDIDDUAL PRV'S WILL BE REQUIRED WHERE STATIC PRESURES WILL: EXCEED 80 PSI I I 111; _ _..._ ._..._ 1 c _, - l, \ '.6 . . PFESURE TABLE: LOT ESTIMATED HIGH STATIC PRESURE LOW N-5 109 PSI 84 PSI CITY. OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCAN/'SPEQC;OCN NOTIFICATION: 5 CALL BEFORE YOU DIG: 1-800-424-5555 to co In 3 —� 'o N O p: Z m FH S01'37'38" 474.83' Q 00 0 --' N (00 ED W ~ C U N VuiW�i W Q � W W Q J CID ix: cl) W 0 J Q 0 ww U) M W N i 0 N ly Zr 0N�(6?1 v � �� w Q y ✓ S Q s' r � N_ � I w w Of x wl w v � 5 < xl N O N T all ; Z x II OU p 0 0 U Q (n N 2 ca U_ z o O zW o cn g ") W x as zz W g� Q MNN E p N 00 vof z- o in 00 rn (D 00 z nQ Iuj I zw 3 3LnL Z a . w - 04 2-7 ♦- LO � �-- Y 00 uj v v U U=) co O 0 Div z J Q Z N CS o u� 2 n V A\00 o co i M cv) �� N E o o Z N V) o0 r N ,/) 0 a_ ui i� EROSION/SEDIMENTATION_ CONTROL NOTES LOT Nm5 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES, AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET THAT ARE LEFT UNWORKED FOR MORE THAN 12 HOURS SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SODDING OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (E.G. ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. 16. DUE TO POTENTIAL EROSION HAZARD, CLEARING SHALL BE LIMITED ONLY TO THE MONTHS OF APRIL THROUGH OCTOBER, AND ONLY TO THOSE AREAS REQUIRED FOR CONSTRUCTION OF ROADWAYS AND UTILITIES, DURING THE MONTHS OF APRIL THROUGH OCTOBER. (PLAT APPROVAL CONDITION NUMBER 78). 17. PROTECT EXPOSED SOILS FROM WEATHERING BY WIND OR RAIN BY COVERING PILES OF SOIL WITH TARP. (PLAT APPROVAL CONDITION NUMBER 7B). 18. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (c) (6)(a-g) OF F.W.C.C. WET SEASON SPECIAL PROVISIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.3.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.3.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.3.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.3.2.5). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.3.2.1). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.3.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.3.4.2). B. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.3.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.5.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). SOLID WALLS FILTER MEDIA FOR DEWATERING FEDERAL WAY MARKETPLACE A PORTION OF SECTION T- 21- N, R- 4- E, W.M. , KING COUNTY, WASHINGTON CATCH BASIN � GRATE IIIII Em IIIII IIIII OVERFLOW IIIII III- IIIII III�� POROUS BOTTOM FILTER FABRIC PROTECTION CONSTRUCTION NOTES AND DETAILS NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. NOT TO SCALE MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. SILT FENCE NOTES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF .THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA -STRENGTH FILER FABRIC AND A CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 1. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC MATERIAL 36" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTATCH NOTE: FABRIC TO WIRE. FENCE SHALL BE LOCATED 2"x2"x14 GA. WIRE 1 FOOT MINIMUM INSIDE FABRIC OR EQUIV. PROPERTY BURY FILTER MATERIAL ITN 8"012" TRENCH II 6' MAX II U -\-2"x4" WOOD POSTS, STANDARD OR BETTER, OR EQUAL ALTERNATE: STEEL FENCE POSTS SILT FENCE DETAIL 2"x4" WOOD POST ALT: STEEL FENCE P( FILTER FABRIC MATE 2"x2"x14 GA. WIRE FABRIC OR EQUIV. PROVIDE NATIVE BACI IN TRENCH AND ON SIDES OF FILTER FEP FABRIC ON THE SURI NOT TO SCALE THE GEOTEXTILE USED MUST MEET THE STANDARDS LISTED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE 50-100 SIEVE SIZE SIZE (0.60-0.15 mm) FOR SILT FILM (0.30-0.15 mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 sec' MINIMUM AVERAGE ROLL VALUE GRAB TENSILE STRENGTH (ASTM D4632) 180 100 lbs. MIN. lbs. MIN. FOR FOR EXTRA STRENGTH FABRIC STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAXIMUM ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MINIMUM ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN.^U ���� 24" MIN. ROCK CHECK DAM CROSS SECTION NOT TO SCALE n rdvu O NRC Vr GVVHL cLLMllViv ROCK CHECK DAM SPACING NOT TO SCALE NOTES: i 1. CONTRACTORS RESPONSIBILITY / FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE CITY OF FEDERAL WAY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. P w MIN. 1 FOOT THICK TEMPORARY CONSTRUCTION ENTRANCE'' NOT TO SCALE 2" COMPACTED DEPTH - CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE �ua 000o o D Oo o uu ULIU t&o" p,o po 000 00 0 0 00 oSo poo 0 0 pDo 0 00 00 00 O U C=j C� 12" SUBGRADE COMPACTED TO 95 TYPICAL PAVING SECTION (ALTERNATIVE: 3" ATB W/2" CLASS 'B' A.C. PAVEMENT) NOT TO SCALE 6'-0" SLOPE: VARIABLE a FLAT 3'-6" LANDSCAPE 6" 1'-0. SLOPE: VARIABLE 1" R. • • e 4" THICK SIDEWALK ' FLAT 5'-0" 6" 1'-O" 4" 3/8"x4" JOINT MATERIAL 1" R P THICKENED EDGE 18" COLD JOINT SHALLOW 'V' GROOVE 5'-0" 6" IF MONOLITHIC. 3 8"x4" JOINT 4" IF SEPARATE CONSTRUCTION �.I THICKENED EDGE I. 18" TYPE 'E' CURB CEMENT CONCRETE COMBINED WALK, CURB, CURB AND GUTTER NOT TO SCALE 5 1/2„ 1"R 1/2 R io rl/2 R e: � � 44 PAVEMENT , m a" I TOP OF CURB AT APPROACH A a e: 6" X 18' VERTICAL CURB NOT TO SCALE PAVEMENT WIDTH 12" 6" 1" R 1" R e H4A NcDa'$ e 16° CURB AND GUTTER NOT TO SCALE �I J Woo W u Q W U RWLL'In z z a Q J LLJ o W co 3 z CL a Z 5 L) nm U G IL U a zJ O w w 0 � ® Q Er W u- a a a co W W ' 1 LL 2 m 2 = Y U x x x � r m N U 10 m n w o M N o z CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/INSPECTION NOTIFICATION: PEFMT NO.: 09-101588-OD-CO 253-835-2700 CITY OF FEDERAL WAY CALL BEFORE YOU. DIG: 1-800-424-5555 APPROVED BY: DATE: ZA. b J N (O M U co U W W d Q w Z Tt w W Q J ado OD (a W Fo O Q U J � W Q W L LL L LL 3 v Q cn ¢ 3 y J M N _ W ev Q V O N x z 0 N 0 0 ~O 0 41 w O N Z 2 0ckf C z Vl 0 tif x U caJll a U m CD �I C co N j 0 V) rn C Y 3 o 0 y 0 o 0 a 0° a- N V, 2 C7 U 0 O S N LLI J o \D x Z w E Ld g QIN N N Z cz � m O N 00 o Z cy) co 00w I I w w N un in CD Z o S Ln �� w Y J U N N C ONZ I z V, Sb� of J� V> a � a� - I Z W a ab. you' 8 0 COd a i M 00 m co) o E z CID cq��' � c o rn QD 0 Va ai i.�