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07-103450Federal way z�p� PERMIT COMMUNITY DEVELOPMENT SERVICES SF MF CO ME EL PL DE FP 33325 AVENUE SOUTH • BOX 9718 L71, L I C AT I O N FEDERAL WAY, WA9806363-9718 253-835-2607• FAX 253-835-2609 �. rr,rviy.[irrroffe gtn[r_u_nt _rnm 11 Or- rr 0 p �� r _Nn 'C' The following is required information -an incomplete application will not be accepted. Please print legibly (in ink) or type. PROPERTYi •- • SITE ADDRESS ASSESSOR'S TAX/PARCEL # 0 5 2 1 0 4- 9 0 9 2 LEGAL DESCRIPTION (e.g. Acme Estates, Lot 1) See Attached (Attach separatepage for lengthy legal description) PROJECT INFORMATION SUITE/UNIT # ._ LOT SIZE (st) 161,170 SF TYPE OF PERMIT ❑ BUILDING ❑ PLUMBING ❑ MECHANICAL ❑ DEMOLITION ❑ ELECTRICAL N ENGINEERING ❑ FIRE PREVENTION SYSTEM PROJECT DESCRIPTION (Provide detailed description of work included on this permit onlu) Site development of an additional parking lot for Church facility design holds 0 total parking stalls 3 handicajp2ed, 47 standard and 10 compact. Also included are 1,360 SF of landscape islands. PROJECT NAME (Name ofBusiness orOwner Last Name) Christ's Church at Federal Way PEOPLE• • PROPERTY OWNER CONTRACTOR COP4 of card required ___N with each application L --- ) APPLICANT PROJECT CONTACT LENDER NAME Christ's Church/Contact: Orville Fredrickson PRIMARY PHONE (253) 661 -7,839 MAILING ADDRESS 941 S. Dash Point Road CITY, STATE, ZIP �ederal Way, WA 9800 E-MAIL ADDRESS COMPANY NAME TBD , APPLICANT NAME OFFICE PHONE ( ) - MAILING ADDRESS CITY, STATE, ZIP I CELL PHONE CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE FAX NUMBER ( ) - CONTRACTOR'S REGISTRATION NUMBER EXPIRATION DATE E-MAIL ADDRESS COMPANY NAME APPLICANT NAME OFFICE PHONE BASELINE Engineering Inc. (2-53)5654491 - MAILING ADDRESS CITY, STATk, ZIP CELL PHONE 1910 - 64th Avenue West 66 RELATIONSHIP TO PROJECT FAX NUMBER ❑ Architect ❑ Tenant ❑ Agent gi Other C i v i l En 4 i ne e r (2 5 3) 5 6 5 - 8 5 6 3 NAME PRIMARY PHONE C-MAIL ADDRESS Laurel Haverly (253)565 - 4491 laurelh@baseline NAME Per RCW 19.27.095: TBD Lender information is required ifproject value exceeds $5,000 MAILING ADDRESS CITY, STATE, ZIP I PHONE EXISTING USE Cb u.rs h _ PROPOSED USE Church EXISTING ASSESSED/APPRAISED VALUE $ _ VALUE OF PROPOSED WORK $ SPRINKLERED BUILDING? ❑ YES ❑ NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? ❑ YES ❑ NO WATER SERVICE PROVIDER CXLAKEHAVEN ❑ HIGHLINE ❑ TACOMA ❑ PRIVATE (WELL) SEWER SERVICE PROVIDER ❑ LAKEHAVEN ❑ HIGHLINE ❑ PRIVATE (SEPTIC) C . ❑ . FE PROJECT••- y t1 AREA DESC. 'ION AREAS EXISTING PROPOSED TOTAL SQ. FT. SQ. FT. SQ. FT. BASEMENT FIRST SECOND THIRD ADDITIONAL FLOORS (DESCRIBE) DECK (❑ COVERED OR ❑ UNCOVERED?) GARAGE ❑ CARPORT ❑ EXISTING NUMBER OF FLOORS PROPOSED TOTAL TOTAL ERISTDVG SF TOTAL PROPOSED SF TOTAL SF *NEW HOMES ONLY" NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $ Indicate number of each type of fvcture to be installed or relocated as part of this project. Do not include existing fixtures to remain. Value of Mechanical Work (A COPY OF BID OR ESTIMATE MUST BE INCLUDED WITH 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 Tub/Shower combo) DISHWASHERS DRINKING FOUNTAINS ELECTRIC WATER HEATERS HOSE BIBBS LAVS (Bathroom Sinks) URINALS MISC (Describe) RAINWATER SYST VACUUM BREAKERS SHOWERS WATER CLOSETS (Toilet) SINKS WASHING MACHINES SUMPS I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I am authorized by the owner of the above premises to perform the work for which the permit application is made. 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 reliance of the city, including its afficers and employees, upon the accuracy of the information supplied to the city as a part of this application. _ , � n IsrgAturcl - PROJECT ❑Owner Agent ❑ Contractor jriucl ❑ Architect ❑ FOR OFFICE USE ONLY ❑ NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ TENANT IMPROVEMENT BUILDING SHELL ONLY? ❑ YES ❑ NO BASIC PLAN? ❑ YES ❑ NO ZONING DESIGNATION CHANGE OF USE? a YES ❑ NO NEW ADDRESS REQUIRED? ❑ YES ❑ NO UP/SEPA/SU? ❑ YES ❑ NO PLATTED LOT? ❑ YES ❑ NO DEMO PERMIT REQUIRED? ❑ YES ❑ NO Bulletin #100 —April 2, 2007 Page 2 of 4 k\Handouts\Permit Application AkCITY OF Federal Way September 5, 2007 Mr. Paul Ryan Adgar, E.I.T. Baseline Engineering, Inc. 1910 64th Ave W Fircrest, WA 98466 RE: Permit No. 07-103450-00-EN; CHRISrS CHURCH 941 S Dash Point Rd First Review Dear Mr. Adgar: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The first review of Christ's Church parking lot paving plan has been completed. Please provide the following additions and corrections: Plans — General 1. As proposed, the paving plan does not meet the requirements of the "Christ's Church Two Phase Expansion" land use decision issued in 2003. According to the staff report, the entire gravel parking area is to be paved as part of Phase 2 of the development. The parking lot plan can be approved as shown; however, the remainder of the parking lot will have to be completed prior to occupancy of Phase 2 of the building construction. 2. The parking lot is not exempt from water quality requirements as stated in your letter. This is part of a two-phase redevelopment project which was required to provide water quality treatment for the entire site. Upon review of the original TIR, it has been determined that the bioswale installed with the first phase of development was only sized to treat runoff from 0.77 acres, which would only account for the parking areas from the first phase of development. Treatment must now be provided for an additional 0.44 acres (19,530 sf) of pollution -generating impervious surface. Please note that the 0.44 acres still does not account for the entire site, but only for the area proposed to be paved at this time. Additional treatment will be required for the remainder of the parking areas. The Basic Water Quality Menu of the 1998 King County Surface Water Design Manua/ continues to apply to this project. L:\CSDC\DOCS\SAVE\23277395076. DOC Mr. Paul Ryan Adgar, E.I.T. Baseline Engineering, Inc. RE: Permit No. 07-103450-00-EN; CHRIST'S CHURCH September 5, 2007 Page 2 3. The original staff report dated 03/18/03 states that stormwater runoff from impervious surfaces will be routed to the Sacajawea School Detention and Water Quality Facility. The as -built plans for Phase 1 show runoff from the new auditorium and parking area routed to the bioswale and then into the public right-of-way, undetained. The existing undersized detention area was effectively eliminated since it was cut off from any impervious area by the new construction. The first phase of development, as nearly as I can decipher, was exempted from detention because the total impervious area was reduced by 0.2 acres. The TIR for the second phase of development, then, must account for all the rest of the existing and new impervious area. Existing gravel must be counted as 50%, not 100%, impervious. If more than 5,000 square feet of new impervious area will be added, then detention must be provided for the new area. 4. Please submit a landscape plan depicting the Type III landscaping used along the east and south property line encompassing the new parking area, and the Type IV landscaping used within the landscape islands inside the parking lot area. TESC Plans 5. Please add wet season provision notes to the plans. Flow Freguenoy Analysis 6. Please verify that all existing and proposed impervious areas match between correspondence, plans, and these calculations. 7. The original Phase 1 TIR from the City's archives was provided to you, per our telephone discussion. Please return a complete copy to our office as soon as possible. Bond Worksheets 8. The City's bonding policy has changed. The project will only be bonded for erosion control measures. The engineer's estimate of $3,315 will be increased by 25%, for a total bond amount of $4,144.00. Please complete and return the enclosed Bond Information Worksheet as soon as possible so that the bond agreement can be prepared. An Assignment of Funds in Lieu of Bond Form is also enclosed, should the church choose to set aside funds in a bank account rather than use a bonding company. L: \CS DC\DOCS\SAVE\23277395076. D OC ..) Mr. Paul Ryan Adgar, E.I.T. Baseline Engineering, Inc. RE: Permit No. 07-103450-00-EN; CHRIST'S CHURCH September 5, 2007 Page 3 Please provide a response letter, three sets of revised plans, a -HR, and the Bond Information Worksheet for further review. If you have any questions, please contact me at (253) 835-2732 or via email at ann.dower@cityoffederalway.com. Sincerely, Ann Dower Engineering Plans Reviewer AD:cb Enclosures: Resubmittal Information Form Bond Information Worksheet Assignment of Funds in Lieu of Bond Worksheet cc: Terry Waldron, P.E., Baseline Engineering, Inc., 1910 64t' Ave W, Tacoma, WA 98466 Orville Fredrickson, Christ's Church, 941 S Dash Point Road, Federal Way, WA 9800; William Appleton, P.E., Development Services Manager David Lee, Associate Planner, Community Planning & Development Project File / AD Day File L:\CSDC\DOCS\SAVE\23277395076. DOC CITY OF Federal Way DATE: October 28, 2008 TO: Ann Dower FROM: David L (�(� SUBJECT: CHRISTS CHURCH - (07-103450-00-EN) 941 S DASH POINT RD MEMORANDUM Community Development Services Department Planning has reviewed the September 5, 2008 resubmittal. Please address the following: 1. Please submit a landscape plan depicting the Type III landscaping used along the East and South property line encompassing the new parking area. 2. Please submit a landscape plan depicting the Type IV landscaping used within the landscape islands inside the parking lot area. RESUBMITTED S E P"' 0 5 2008 DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`b Avenue South CITY OF CITY CITY OF FEDERAL WAY Po Box 9718 ILDING DEPT. Federal Way WA 98063-9718 253-835-2609 Federal Way 253-835- w.cit Fax deralway.com www. cityoffederalway.com RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents foran active project will not be accepted unless accompanied by this completed form. Mailed resubmitials that do not include this form or that do not contain the correctnumber of copies will be returned or discarded. You are encouraged to submitall 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 Number: AT - —LA 3 0 - _a_ - Project Name: 1 aggeg- Project Address: �� S. I)n W P014T ??- Project Contact: Phone: (SI-55) RESUBMITTED ITEMS: 'Always submit the same number of copies as required for your initial application.** Resubmittal Requested by. _ to Letter Dated: / , em er OFFICE USE ONL Y RESUB A• Distribution Date: Dept/Div Name # Description Building Planning PW Fire Other Bulletin #129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information o 3�@ ° Mln[�]M ENGINEERING, INCORPORATED November 21, 2007 Ann Dower Engineering Plans Reviewer Dear Ann, Here is a summary of all tabulated existing and new impervious area throughout the duration of the project. The new and existing Pollution Generating areas are also tabulated. As you can see, the area of impervious and pollution generating impervious go down throughout the phases of the project. We are assuming that the gravel parking area is 100% impervious per 1998 King County Stormwater Design Manual. We feel that we should be exempt from flow control due to the overall decrease in impervious area for all phases of the project. Tabulated PGIS and Project Description Preexisting (Pre Phase 1 } Post Phase 1 (Pre Phase 2 Proposed Phase 2 :rvious Areas For Entire Non Pollution Total Impervious Area Pollution Generating P Generating Impervious Surface Impervious Surface Area (PGIS) Area NPGIS 2.21 Acres 0.39 Acres 2.60 Acres 1.49 Acres 0.95 Acres 2.44 Acres 1.45 Acres 0.95 Acres 2.40 Acres Please contact me if you have any questions. Thank you, Dean Zavack, EIT Baseline Engineering, Inc. 253-565-4491 Land Planning & Use • Engineering • Surveying 1910-64th Avenue West • Tacoma, WA 98466 • (253) 565-4491 • Fax (253) 565-8563 • Seattle (206) 824-1205 "The industry starts here" 41k FederalOF Way DATE: September 4, 2007 TO: Ann Dower FROM: David Lee SUBJECT: CHRIST'S CHURCH — (07-103450-00-EN) 941 S DASH POINT RD MEMORANDUM Community Development Services Department 1. Please submit a landscape plan depicting the Type III landscaping used along the East and South property line encompassing the new parking area. 2. Please submit a landscape plan depicting the Type IV landscaping used within the landscape islands inside the parking lot area. 1 ENGINEERING, INCORPORATED - J&W-IC" To: City of Federal Way — Community Development Enclosed are: XX Prints XX Copies Originals Reports XX Documents Specifications Other: ❑ U.S. Mail ❑ DHL/FEDX ❑ Courier Date: 06.25.07 Job No.: 94-012 Project: Christ's Church 02-101601-UP These have been sent: XX For your use XX For your review/approval For your signature/return At your request XX For your records For your information Other: ® Hand Delivered ❑ Pick-up Quantity Date Description 1 06.05.07 Email Copy — Submittal Checklist Items 1 06.21.07 Original - Permit Application for Engineering Parking Plan 1 - - - Submittal Fee $821.00 / Check # 118286 1 06.06.07 1Comment Letter (In Liu of TIR — See Approved T/R on File at City) 1 06.05.07 Bond Quantities Worksheet 1 06.06.07 Flow Frequency Analysis 1 - - - Engineering Checklist 4 06.04.07 Parking Lot Civil Plans Remarks: SITE DEVELOPMENT ARIHING LOT) SUBAUTTAL ***REFERENCE #02-101601-UP*** Christ's Church 941 S. Dash Point Rd. Parcel # 052104-9092 RIECEIVED Copies to: urel aver , Assn ant Project Manager SUN 2 5 2007 CITY OF FEDERAL WAY Land Planning & Use • Engineering • Surveying R„ 1910-64th Avenue West • Tacoma, WA 98466 • (253) 565-4491 • Fax (253) 565-8563 SeattlPR"w'A 4-9f&T- "The industry starts here" !° IE1I IL�JM ENGINEERING, INCORPORATED June 6, 2007 Ann Dower, Development Engineer City of Federal Way 33325 — 8"' Ave. P.O. Box 9718 Federal Way, WA 98063 Re: Christ's Church of Federal Way Phase II Parking Lot Wearing Surface Upgrade BEI Job # 94-012 Dear Ms. Dower: The attached submittal set is for the Phase II Parking Lot wearing surface upgrade, as previously permitted as part of the Christ's Church Master Plan No. 02-101601-00-UP and SEPA MDNS No. 02-101602-00-SE. The proposed lot layout and landscaping were designed with guidance from the most current City of Federal Way Design Standards and Municipal Codes as well as the 1998 King County Surface Water Design Manual and the Final T.I.R. previously submitted and approved June 19, 2003. The project proposes to replace approximately 22,100 SF of the existing gravel wearing surface with approximately 19,530 SF of new asphalt concrete pavement and curbing. Enhanced perimeter and internal landscape islands will increase the overall pervious surface areas from 4,570 SF to 7,110 SF. The existing gravel surface has proved to be maintenance intensive and has contributed to sedimentation and raveling of the existing asphalt surfacing at the boundary of the two materials. A simple flow analysis using the rational method (please see attached flow frequency calculations) was conducted for the 6 mo. (64% of 2yr.), 2yr., 25 yr. and 100 yr. storm events. An overall increase of 0.005 cfs (6 mo.), 0.007 cfs (25 yr.), 0.02 cfs (25 yr.) and 0.02 cfs (100 yr. storm event) was realized, respectively. To simplify drainage and to keep the original split flow basins separate, a type I catch basin and 160 LF of PVC pipe, placed at 2.8% will be connected to an existing CB (labeled #1 on attached basin map). Using a K.C. nomograph (please see attached exhibit) it is shown that 8" PVC (n=0.011) can flow nearly 2.6 cfs with a flow velocity of approximately 6.7 fps at a slope of 2.8%. Therefore, the proposed storm conveyance system shall have more than adequate capacity for a 100-yr storm event. Per chapter 1.2.3-Core Requirement #3: Flow Control - Exemptions from Core Requirement #3, of the 1998 K.C.S.W.D.M.; Section 1 - Impervious Surface Exemption: The project is exempt from additional flow control facilities because it does not propose to increase new impervious surface over 5,000 SF (an overall reduction of approximately 2,570 SF is proposed) and the drainage corridor does not lie within a Landside. Hazard Drainage Area. RECEIVED Land Planning & Use • Engineering • Surveying JUN 2 50 2007 t 9i 0 SAth Avenue West • Tacoma. WA 96466 (253) 565 44911 • Fax 1253j 565-8563GITYBVI F�EVRL IllfR� "The industry starts here" BUILDING DEPT. Christ's Church — Submittal Letter June 6, 2007 Page 2 of 2 Additionally, per chapter 1.2.8-Core Requirement #8: Water Quality - Exemptions from Core Requirement #8, of the 1998 K.C.S.W.D.M.; Section 1 — Surface Area Exemptions: The project is exempt from additional water quality treatment because: a) Less than 5,000 SF of new PGIS (Pollution Generating Impervious Surface) will be added, AND b) Less than 5,000 SF of contiguous PGIS will be created through any combination of new and/or replaced impervious surface, AND c) Less than 1 ac. of contiguous PGPS (Pollution Generating Pervious Surface) will be added or modified. As stated above, an overall reduction of approximately 2,570 SF, of pollution generating impervious surface is proposed. This equates directly to an increase of approximately 2,540 SF of pollution generating pervious surface areas through enhanced perimeter and internal island landscaping. Note: The project also proposes less than $500,000 in improvements and meets criteria a) and c) above; therefore it meets the exemption requirements of section 2 — Cost Exemption for Redevelopment Projects. Also, as part of the original Master Plan and as described in the mitigation measures section of MDNS No. 02-101602-00-SE, 166 parking stalls shall be available for use by the church in a previously issued Reciprocal Parking and Access Agreement with the Federal Way School District #210. If you have any questions, feel free to contact me a 253-565-4491. Thank you for your time. Regards, Paa 0 k�t 8 a Paul Ryan Adgar, E.I.T. Attached: Flow Frequency Calculations, Manning's Nomograph & Basin Map (F:\FILES\1994\94012ChristsChurch\Parking Lot 2006\Submittal Letter 06 06 07) q�s 183r_ cp � S70NAL EXPIRES 6-27-06 Reviewed by: William V. Robinson, P.E. RECEIVE® JUN 2 5 2007 CITY OF FEDERAL WAY BUILDING DEPT. MR@110MM ENGINEERING, INCORPORATED June 6, 2007 BY: PRA Flow Frequency Analysis for Christ's Church Site Conditions Summary Total Drainage Basin Area = 0,6497 ac. (0.6500 used) Ex. Impervious: Gravel Surfacing = 22,093 SF (0.5072 ac.) Asphalt Cone. Pavement = 1,640 SF (0.0376 ac.) Ex. Pervious: Perimeter Landscaping = 4,567 SF (0.1048 ac.) Proposed Impervious: Asphalt Cone. Pavement = 21,198 SF (0.4866 ac.) Proposed Pervious: Perimeter and Island Landscaping = 7,110 SF (0.1632 ac.) Rational Method Runoff Coefficients From Table 3.2.1.A: C=0.80 (Gravel); C=0.90 (ACP); C=0.15 (Light Forest) Time of Concentration Tc= 6.3 minutes (minimum time allowed) Copvosite Runoff Coefficient Cr, = (C1A1 + C„ A,)/At Cpie = (0.15(0.1048 ac.) + 0.90(0.0376 ac.) + 0.80(0.5072 ac.))/0.65 ac. = 0.70 Cpost= (0.15(0.1632 ac.) + 0.90(0.4866 ac.))/0.65 ac. = 0.71 RECEIVED JUN 2 5 2007 CITY OF FEDERAL WAY Land Planning &Use •Engineering Surveying BUILDING DEPT. 1910-64th Avenue West • Tacoma, WA 98466 • (253) 565-4491 • Fax (253) 565-8563 • Seattle (206) 824-1205 "The industry starts here" Peak Rainfall Intensity From Table 3.2.1.B: a2 = 1.58, b2 = 0.58, P2 = 2.1" a25 = 2.66, b25 = 0.65, P25 = 3.5" aioo= 2.61, bloo= 0.63, Pioo= 4.3„ iT= (ar)(T.)-b,; lr= (ir)(Pr); T,= 6.3 minutes i2 = (a2)( Tj(-b2) = 1.58(6.3min.)(-"") = 0,5433; I2 = (i2)(P2) = 1.14 in/hr, its = (a25)( T.)(-b25) = 2.66(6.3min.)(465) = 0.8041; I25 = (i25)(P25) = 2.81 in/hr. iioo= (aioo)( Tj(-bloo)= 2 61(6.3min.)(413) = 0.8186; lioo= (iioo)(Pioo) = 3.52 in/hr. Peak Runoff Rate Pre -Developed: Q2= C2I2A = (0.70)(1.14)(0.65ac.) = 0.5187 cfs Q6mos. = (0.64)Q2 = 0.3320 cfs Q25 = C25I25A = (0.70)(2.81)(0.65ac.) = 1.28 cfs Qioo= CiooIiooA = (0.70)(3.52)(0.65ac.) = 1.60 cfs Post -Developed: Q2 = C2I2A = (0.71)(1.14)(0.65ac.) = 0.5261 cfs Q6mos. = (0.64)Q2 = 0.3367 cfs Q25 = C25I25A = (0.71)(2.81)(0.65ac.) = 1.30 cfs Qioo= CiooliooA = (0.71)(3.52)(0.65ac.) = 1.62 cfs Note: Per section 6.2.1 of the 1998 K.C.S.W.D.M.; WQ design flow may be estimated using 64% of the peak 2 yr/ 24 hr. when using SBUH modeling. 2 of 2 O 25 50 100 1�=50' CHRIST'S CHURCH - SITE PLAN AND BASIN MAP EXHIBIT JAL _ s 3+00 PROPOSED BASIN !i •' %'i1 O BOUNDARY r,.• EX. BUILDING rf r•� a', EX. FDC f• NEW 8" PVC` EX. F.H. C CONVEYANCE PIPE ` 7. 77 EX. C.S. (NO. 1) .•� - � Ex. A.C.P.. t� + i - I r? - EX. BUILDING EX. BUILDING EX. 1 MODULAR rfJi f r BUILDING �r I rt �q EX. F.H. I E � n-Y••w• _ � � i ` r EW CA TCH I I!/ V r Y//j BASIN �'EX. F.H. ~`-7 EX. C.B. s P • a - _ EX. GRAVEL : • ,. T 'SURFACE - X N89'02'35"W 502.61' L:-3L;19U9LLjUW13 ENGINEERING, INC. �,yree:e.ear -A J iJvM..V—lJ iei lJ (253),565-4491 • Seattle (206)824-1205 • FAX (253)565-8563 Land Planning k Use . Engineering . Surveying 1910-e4th Avenue West • Tacoma, WA 98468 2+� np t 8 5 4 I ~, 2 4 I 18 27 if 25 19 8 �� 21 LANDSCAPE 12 VICINITY MAP N.T.S. LEGEND EX. TYPE I CATCH BASIN PROPOSED TYPE I CATCH BASIN ■ PROPOSED PVC STORM PIPE —� PROPOSED BASIN BOUNDARY — — — — — " — — '^ ^ — — — EXISTING CONTOUR---450—— PROPOSED CONTOUR 450 Su ISLAND (TYP.) 13 9 " c ' NEW 73 A-C.p• � I ,+oo TIME OF CONCENTRATION SURFACE FLOW DIRECTION c c � C 3 FLOWLINE (Tc) • � � � ' � 15PARKING LOT SET PROPOSED ASPHALT CONCRETE PAVEMENT r vel 36 1 BACK � Sr +� 46 4s ++ 41 41 4a s9 56 10' (TYPE III) LANDSCAPE EX. GRAVEL SURFACING J BUFFER o+av� A w;,, v I L_ VV 20' (TYPE III) PROPOSED BASIN LANDSCAPE BOUNDARY l 1 ,.'gun —v n��v r7n r � �-�LJ BUFFER � I��: �^r, r,��r• EX. ASPHALT CONCRETE PAVEMENT PROJECT CONTROL Page 1 of 1 Laurel Haverly From: Grace Skidmore [Grace.Skidmore@cityoffederalway.com] Sent: Tuesday, June 05, 2007 9:22 AM To: laurelh@baseIinetacoma.com Cc: Ann Dower; Janice Fernandez; Kari Cimmer; Robin Baker; Steve VanTrojen Subject: Christ's Church Paving/Site Development submittal Attachments: 100 Permit Application 2007.doc Hi Laurel: I am responding to your question to Ann Dower about submittal requirements for site development approval at Christ's Church. I am attaching a copy of our permit application form which we use for engineering review as well. You only need to fill out the 1st page and sign the 2nd. With the application you'll need'(4) copies of the civil drawings & (2) TIR's along with application fees of $821.00 (*Ann: includes planner review*). Please reference file #02-101601-UP to the Development Specialist who performs the intake. Also, though we are open until 5:00 we cannot take in applications after 4:30. If you have any questions, feel free to call the permit counter at (253) 835-2607. Grace RECEIVED JUN 2 5 2007 CITY OF FEDERAL WAY BUILDING DEPT. 6/5/2007 Nov 14 2008 CITY OF ti Federal Way November 12, 2008 Mr. Jerry Waldron, P.E. Baseline Engineering, Inc. 1910 64th Ave W Fircrest, WA 98466 RE; Permit No, 07-103450-00-EN Chrisrs Church - 941 S Dash Point Road Public Works Review Comments Dear Mr. Waldron: CITY HALL 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253) 835-7000 www.cityoffederalway.com The plans and TIR provided on September 5, 2008 have been reviewed. Please make the following revisions and additions: Documents: 1. Provide a completed copy of the bond information worksheet requested in the first review. If the applicant needs another copy of the form, please email me at ann. dow�tyoffederalway.com. Plans: 2. Please check the spot elevations on Sheet 5. They currently indicate an area that will pond just north of the dumpster area. 3. Please add a surveyor's stamp and signature to at least one sheet showing the boundaries of the property. 4. Revise the City's inspection notification phone number to (253) 835-2700. 5. Note cut and fill amounts on the plans. 6. If any future development will tie into the new detention tank or conveyance system, staff suggests that it be included in this design and installed at this time. 7. Profile views of the detention tank must include further detail. See Figure 5.3.2.A in the 1998 KCSWDM. RESUBMITTED 8. Provide a second profile of the detention tank looking east. DEC 1 S 2008 CITY ��FEDERAL WAY piMG DEPT. L:\CSDC\DOCS\SAVE\29178402017. DOC Mr. Jerry Waldron, P.E. Baseline Engineering, Inc. RE: Permit No. 07-103450-00-EN; Christ's Church - 941 S Dash Point Road November 12, 2008 Page 2of3 9. For the detention tank access risers, specify a round solid locking lid with 5/8" allen head cap screws. 10. Please specify one of the following materials for the detention tank: a. Lined Corrugated Polyethylene Pipe (LCPE) b. Aluminized Type 2 Corrugated Steel Pipe and Pipe Arch (AASHTO M274 and M36) c. Aluminum Spiral Rib Pipe; Corrugated Aluminum Pipe and Pipe Arch d. Reinforced Concrete Pipe e. Narrow Concrete Vaults (Section 5.3.3, Page 5-37 KCSWDM) f. Galvanized, Corrugated Iron or Steel Pipe and Pipe Arch, Treatments 1-6 g. Galvanized Steel Spiral Rib Pipe, Treatments 1-6 h. Galvanized Structural Plate Pipe and Pipe Arch, Treatments 1-6 11. Please remove the existing rip rap swale. Grade and re -landscape it to eliminate the current drainage pattern that is washing debris onto the public sidewalk. 12. Please explain how construction will be coordinated since the sediment trap and the detention tank are in the same location. 13. Please provide a finished floor elevation for the buildings. 14. Are retaining walls anticipated? If so, please show them on the plans and provide heights. 15. There are some grade differences that will eliminate trees along the south side of the property. Please indicate trees to be saved and trees to be removed on the TESC plans. Show protection for all trees to be saved. TIR: 16. Please correct the statement on Page 8 immediately before Section V. The water quality storm used to size the bioswale should be 60% of the post -developed two-year peak flow rate. In addition, please identify the numbers that were actually used to size the bioswale. The numbers shown on Page 8 do not appear anywhere else in the report. 17. The Contech size and cost estimate must be revised with the following criteria: The Stormfilter must use CFS media, not ZPG. V It must be sized with a per -cartridge flow rate of 7.5 gpm, not 15 gpm. 'V Sizing must be based on the full 2-year release rate from the detention tank, which is shown as 0.092 cfs in the flow frequency analysis (p. 27). See Section 6.2.1 of the 1998 KCSWDM. L:\CSDC\DOCS\SAVE\29178402017. DOC ,-1 Mr. Jerry Waldron, P.E. Baseline Engineering, Inc. RE: Permit No. 07-103450-00-EN; Christ's Church - 941 S Dash Point Road November 12, 2008 Page 3of3 18. As we discussed, a portion of Basin "A" gravel parking is considered "overlapping" because it is part of the new paving but is also part of the area that was originally used to size the bioswale. Please depict this and clearly call out the amounts of new and existing impervious area in Basin "A". Provide a developed flow frequency analysis for Basin "A" that includes all existing and proposed impervious area. Be sure that all flow frequency analyses for Basin "A" show exactly what area they are analyzing. 19. Please provide a copy of a 3-year maintenance agreement for the Stormfilter, including vault cleanup and cartridge replacement. landscape Plans (David Lee, Associate Planner) 20. Please submit a landscape plan depicting the Type III landscaping used along the east and south property line encompassing the new parking area. 21. Please submit a landscape plan depicting the Type IV landscaping used within the landscape islands inside the parking lot area. Please submit three sets of revised plans, one TIR, and the bond information worksheet for further review. If you have any questions, please contact me at (253) 835-2732 or at ann. dow�tyoffederalway com. Sincerely, Ann Dower Senior Engineering Plans Reviewer AD:cb Enclosure: Redlined Plans cc: William Appleton, P.E., Development Services Manager David Lee, Associate Planner, Community Planning & Development Orville Fredrickson, Christ's Church, 941 S Dash Point Road, Federal Way, WA 98003 Project File / AD Day File L:\CSDC\DOCS\SAVE\29178402017. DOC CITY Federalo. Way DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33530 First Way South PO Box 9718 Federal Way WA 98063-9718 253-661-4000;Fax 253-661-4129 S trs M UBMITTED RESUBMITTAL INFORMATION JUL 092" This completed form MUST accompany all resubmittals. Original Tracking Number. 03—/UQ1 7---000--Q0—� jut . r Project Name:, �� S�� +'G — si Ye-- Develo,o�w Project Address: �� O� 12oq� rP e?r ' Lib � RESUBMITTAL ITEMS . ,d ��. � �Zco �•es Contact Person: 1 Phone: X3— 6C5 'I I 9aseFA,1, , r,;c Resubmittal Requested by: Date: 71 Ids OFFICE USE ONLY Distributed to: Date: Bulletin # 129 — January 17, 2003 Page I of I kAHandouts — Revised\Resubmittal Information MrWashington State Department of Transportation - Individual Bond for Agreement Bond No. 6220344' KNOW ALL MEN BY THESE PRESENTS: Thai we, Absher Construction Company of Pierce _ . County as Principal, and afep,co Insurance Company o as Surety, are jointly and severally bound unto the STATE OF WASHINGTON e xca In the sum of $ 70 , 092.00 ---------- ---------------- DOLLARS, for payment of which to the State of Washington, we jointly and severally bind ourselves, our heirs, executors, administrators, and assigns, firmly by these presents. WHEREAS, the Principal in pursuance of its operations has requested the permission of the Washington State Department of Transportation, to construct improvements within the state's right of way; and, WHEREAS, the Washington State Department of Transportation, has agreed to allow the Principal to construct these improvements on a portion of State Route No. 509 in King County, Washington, under theUC03904 provislons of the agreement between these two parties hereinafter Identified as agreement numb or NOW, THEREFORE, the condition of this obligation is such that if all the conditions of said agreement including the proper restoration of slopes, slope treatment, topsoil, landscape treatment, drainage facilities and cleanup of right of way, are complied with according to the torms contained in said agreement by said Principal, through a period ending not more than year(s) after date of completion of construction and upon receipt of a written discharge from the State, then this obligation shall become null and void, otherwise this bond to remain in full force and effect. WITNESS our hands and seals this 7 th day of July 2003 NOTE: Please type or print below the signatures Principal: Absher Construction nWC 98any the names of parties executing this Bond, together P . 0. Box 280, 371 with official title of each. Address: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ey: Title: Q Date: DOT Form 224-049 EF Revised 6195 Telephone: 3 845-9544 By: r "TM. L . iSrt:✓ Surety.Safeco Insurance Company of America Address: P. 0. Box 34670, Seattle, WA 98124-1670 Telephon (425) 376-8805 By- Title Karen Swanson, AtCorne —in-Fact r.:A��j Z3 Jul A 0 �� EXHIBIT B IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REGARDING THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies (SAFECO Insurance Company of America, General Insurance Company of America, First National Insurance Company, American States Insur- ance Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to "surety insurance". This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formula established by this Act. Under this formula, the United States government pays 90% of losses caused by, certified acts of terrorism that exceed a statutorily established deductible to be paid by the insurance company providing the bond. The Act also establishes a $100 billion cap for the total of all losses to be paid by all insurers for certified acts of terrorism. Losses on some or all of your bonds may be subject to this cap. This notice does not modify any of the existing terms and conditions of this bond, the underlying agreement guaranteed by this bond, any statutes. governing the terms of this bond or any generally applicable rules of law. At this time there is no premium change resulting from this Act. Sb248 2/03 POWER SAFECO INSURANCE COMPANY OF AMERICA S A F E C a~ GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA Fa SEATTLE, WASHINGTON 98185 No. 634 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint *****JACK P. SUTTON; STEPHEN FELTUS; RANDOLPH J. CARR; PETER J. COMFORT; ROBERT E. HEILESEN; KAREN SWANSON; KATHY MELLICK; ERIC ZIMMERMAN; BARBARA A. JOHNSON; JAMES W. ALLEN; CHRISTINE M. LOPEZ; TRACEY L. MCKINLEY; STACY CUTBIRTH; BRAD ROBERTS; KIP W. VANDEVENTER; HOLLI LAGERQUIST; MICHELLE L. NEWBERG; MICHELLE R. POST; KRISTINE LAWRENCE; PAUL A. FISHER; CAROL MEREDITH; AMY RINGSAGE; RANDY WALKER; JOHN C. OJA; PEGGY L. FOOTE; SHARNEL K. BRYSON; KIM L. GASCA; LISA KERSTETTER; JOANNE REINKENSMEYER; SIMONE U. MCGUiRE;Tacoma, Washington##########t###############################s####################s######################################## its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 9th day of April Le - CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 2003 "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attomeys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By -Laws, and (ii) A copy of the power-cf-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this day of d E CpMp � NRPORICTE '" SEAL SEAL a 195S jazz ,� Of IFi1S� ^ veof CHRISTINE MEAD, SECRETARY S-0974lSAEF 2/01 ®A registered trademark of SAFECO Corporation 0410912003 PDF DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES it ESUB + -�-�� 33325 8`b Avenue South CITY OF PO Box 9718 =` Federal Way WA 98063-9718 Federal Way 253-835-2607;Fax253-835-2609 www.citvoffederalway.com CITY OF FEDERAL WAY BUfLDING DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Pleasenote: Additional or re vised plans or documents foran 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 correctnumber of copies will be returned ordiscarded. You are encouraged to submita/litems in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: k7- - 19 3—L �I Project Name: Project .. - ->u�r�►I:>��fffffiIf+)I�,Jfff�►sr Project Contact: Phone: RESUBMITTED ITEMS: 13p%�Wt, `' Always submit the same number of copies as required for your initial application.** Resubmittal Requested by- LetterDated: (.5tatt member) OFFICE USE ONL Y RESUB 4— Distribution Date: I Z Dept/Div Name # Description Building Planning PW Fire ` Other Bulletin #129 — August 8, 2006 Page 1 of 1 k:\Handouts\Resubmittal Information � ° ILOKM ENGINEERING, INCORPORATED December 11, 2008 City of Federal Way Engineering Division Attn: Anne Dower, Senior Engineering Plans Reviewer RE: Christ's Church, Permit No. 07-103450-00-EN, Redline Response BASELINE Engineering Job No. 94-012 Documents: 1. Provide a completed copy of the bond information worksheet requested in the first review. If the applicant needs another copy of the form, please email me at an n . d owe r flcityoffede ra lway. com . ➢ The bond information worksheet is being completed by the church representative. The church representative will then submit it to the City of Federal Way/Ann Dower. Plans: /2. Please check spot elevations on sheet 5. They currently indicate an area that will pond just V north of the dumpster area. ➢ The grades have been revised to a more symmetrical state. A spot elevation has also been added in the valley to ensure proper drainage. Please see sheet 5. T P) 3. Please add a surveyor's stand signature to at least one sheet showing the boundaries of the property. ➢ See sheet 2 for the surveyor's stamp and signature. IV4. Revise the city's inspection notification phone number to (253) 835-2700. ➢ All plan sheets have been updated with the correct city inspection notification phone number. 5. Note cut and fill amounts on the plans. ➢ Cut and fill amounts have been calculated, please see sheet 1. RESUBMITTED DEC 1 8 2008 CITY OF FEDERAL WAY BUILDING DEPT. Land Planning & Use • Engineering • Surveying 1910.64th Avenue West • Tacoma, WA 98466 • (253) 565-4491 • Fax (253) 565-8563 • Seattle (206) 824-1205 "The industry starts here" 6. If any future development will tie into the new detention tank or conveyance system, staff suggests that it be included in this design and installed at this time. No future developments shall tie into the proposed detention tank and conveyance system. 7. Profile views of the detention tank must include further detail. See figure 5.3.2.A in the 1998 KCSWDM. ➢ Further applicable information has been added from figure 5.3.2.A of the 1998 of the KCSWDM to the detention tank profile view. In addition, the profile view has been adjusted to a larger scale for clarity. Please see sheet 9. 8. Provide a second profile of the detention tank looking east. ➢ A second profile of the detention tank looking east has been added to sheet 9. 9. For the detention tank access risers, specify a round solid locking lid with 5/8" Allen head cap screws ➢ Please see sheet 5 for the added access riser information. 10. Please specify one of the following materials for the detention tank: a. Lined Corrugated Polyethylene Pipe (LCPE) b. Aluminized Type 2 Corrugated Steel Pipe and Pipe Arch (AASHTO M274 and M36) c. Aluminum Spiral Rib Pipe; Corrugated Aluminum Pipe and Pipe Arch. d. Reinforced Concrete Pipe. e. Narrow Concrete Vaults (Section 5.3.3, Page 5-37 KCSWDM) f. Galvanized, Corrugated Iron or Steel Pipe and Pipe Arch, Treatment 1-6 g. Galvanized Steel Spiral Rib Pipe, Treatment 1-6 h. Galvanized Structural Plate Pipe and Pipe Arch, Treatment 1-6 ➢ Aluminized Type 2 Corrugated Steel Pipe and Pipe Arch (AASHTO M274 and M36) has been specified. 11. Please remove the existing rip rap swale. Grade an re -landscape ' to eliminate the current drainage pattern that is washing debris onto the public s ➢ See sheet 3 for key note #11 "Remove existing rip rap" and please see sheet 5 for the new grading. 2 of 4 FAFILES\ 1994\94012ChristsChurch\94012-ResponseLetter 12.11.08. doc 12. Please explain how construction will be coordinated since the sediment trap and the detention tank are in the same location. ➢ Construction Sequence Note #6 gives the contractor the option of using the detention tank as a sediment trap, please see sheet 3. Note #6 also specifies overflow to be 3.5-feet above the tank invert. This gives us a surface area of 538 Sq. Ft. which exceeds the required 365 Sq. Ft.. 13. Please provide a finished floor elevation for the buildings. ➢ Finished floor elevations have been added, see sheets 3,5 & 6. 14. Are retaining walls anticipated? If so, please show them on the plans and provide heights. ➢ 38-feet of retaining wall has been added to the northeast side of the new parking lot, please see sheet 5. A retaining wall detail and elevations have also been added to sheet 5. 15. There are some grade differences that will eliminate trees along the south side of the property. Please indicate trees to be saved and trees to be removed on the TESC plans. Show protection for all trees to be saved. ➢ The existing trees along the south property line are now being shown to be removed. The trees to be saved are shown surrounded with orange construction fence. Please see sheet 3. TIR: 16. Please correct the statement on page 8 immediately before Section V. The water quality storm used to size the bioswale should be 60% of the post -developed two-year peak flow rate. In addition, please identify the numbers that were actually used to size the bioswale. The numbers on page 8 do not appear anywhere else in the report. ➢ The statement on page 8 immediately before Section V (Water Quality is defined as 60% of the 2-year event = 0.434 cfs x 0.60 = .260 cfs) has been corrected. The statement now reads (Water Quality is defined as 60% of the post developed 2-yr peak flow rate= 0.092 cfs x 0.60 cfs = .055 cfs.). ➢ The numbers used to size the Bioswale have been identified by calling out the page number of the calculation. Calling out the pages will help the reader identify where the calculation numbers appear throughout the report. 17. The Contech size and cost estimate must be revised with the following criteria: The Stormfilter must use CFS media, not ZPG. It must be sized with a per -cartridge flow rate of 7.5 gpm, not 15 gpm. Sizing must be based on the full 2-year release rate from the detention tank, which is shown as 0.092 cfs in the flow frequency analysis (p. 27). See section 6.2.1 of the 1998 KCSWDM. ➢ The above items have been addressed, please see Contech Stormwater Solutions Size and Cost Estimate page 34A (2 of 3). 1 have also included an attached copy with this submittal for your use. 3 of 4 FAFILES\ 1994\94012ChristsChurch\94012-ResponseLetter 12.11.08.doc 18. As we discussed, a portion of Basin "A" gravel parking is considered "overlapping" because it is part of the new paving but is also part of the area that was originally used to size the bioswale. Please depict this and clearly call out the amounts of new and existing impervious area in Basin "A". Provide a developed flow frequency analysis for Basin "A" that includes all existing and proposed impervious area. Be sure that all flow frequency analyses for Basin "A" show exactly what they are analyzing. ➢ An updated "Water Quality Exhibit" is provided in order to address the issues above, please see sheet 35. Pervious and Impervious areas are shown in the "Water Quality Exhibit" for the predeveloped Basin "A" and the developed Basin "A" condition. ➢ A narrative explanation of the water quality analysis is provided in the upper right side of the "Water Quality Exhibit". Page numbers directing the reader to the appropriate flow frequency analysis have been added for clarity. 19. Please provide a copy of a 3-year maintenance agreement for the stormfilter, including vault cleanup and cartridge replacement. ➢ Please see the end of Appendix D for the Stormfilter Inspection and Maintenance Procedures. Also added at the end of Appendix D are the Detention Tank Maintenance, Inspection and Cleaning procedures. I have also included an attached copy with this submittal for your use ` NA Landscape Plans David Lee Associate Planner): C00 Please submit a landscape plan depicting the Type III landscaping used along the east and south property line encompassing the new parking area. ➢ The landscape plans are in the process of being completed and are forthcoming. Please contact me (Hector Rodriguez) or Jerry Waldron with any questions or comments (253) 565-4491. 21 Please submit a landscape plan depicting the Type IV landscaping used within the landscape islands inside the parking lot area. ➢ The landscape plans are in the process of being completed and are forthcoming. Sinc rely , ,�� Jerry Waldron, PE Cc: Clements Bros. Inc. 4 of 4 F:\FILES\ 1994\94012ChristsChurch\94012-ResponseLetter 12.11.08.doc Washington State Department of Transportation Developer Agreement Construction by Developer At Developer Expense Agreement Number UC03904 State Route No. Control Section No. Region 509 1730 Northwest Surety Bond I Work Hours $70,092.00 1 9:00am to 3:00pm Developer and Address Christ's Church 941 South Dash Point Road Federal Way, WA 98003 Section / Location SR 509, MP 13.72-13.86, Federal Way, WA Description of Work Widening of Right paved shoulder outside of fog line from 6 feet to 9 feet, and addition of curb gutter and sidewalk for frontage improvements. STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, hereinafter called the "STATE", and the above named organization, hereinafter called the "DEVELOPER". WHEREAS, the DEVELOPER wishes to construct an intersection and/or related improvements within the STATE's rights -of -way, and WHEREAS, the STATE and DEVELOPER now wish to define responsibility for construction and maintenance of the proposed improvements. NOW THEREFORE, by virtue of Title 47.50 RCW, it is mutually agreed between the parties hereto as follows: 1. The STATE agrees to grant the DEVELOPER permission to 5. Prior to beginning of construction, a preconstruction conference construct the above described work within STATE right-of-way at the shall be held with the STATE, DEVELOPER, and the location described in Exhibit "A", attached hereto and by this DEVELOPER's contractor. reference made a part of this AGREEMENT. 2. The DEVELOPER agrees to construct the project as shown on Exhibit "B", at 100 percent DEVELOPER expense and responsibility. Exhibit'B" is attached hereto and by this reference made a part of this AGREEMENT. The responsibility of the DEVELOPER for performance, safe conduct, and adequate policing and supervision of the project shall not be lessened or otherwise affected by the STATE's approval of plans, specifications, or work, or by the presence at the worksite of the STATE's representative(s), or by compliance by the DEVELOPER with any requests or recommendations made by such representative(s). 3- Any change of work from that shown on Exhibit "B" must be approved by the STATE prior to beginning such work. Plan revisions may be required by the STATE if design standards change between the time of the AGREEMENT approval and the beginning of construction. 4. Upon receipt of this AGREEMENT by the DEVELOPER the STATE may request a construction schedule showing critical dates and activities that will lead to the timely completion of the work required under this AGREEMENT. 6. Should the DEVELOPER choose to perform the work outlined herein with other than its own forces, a representative of the DEVELOPER shall be present at all times unless otherwise agreed to by the Region Administrator. All contact between the STATE and DEVELOPER's contractor shall be through the representative of the DEVELOPER. Where the DEVELOPER chooses to perform the work with its own forces, it may elect to appoint one of its own employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the DEVELOPER within STATE right-of-way, until said requirement is met. The DEVELOPER, at its own expense, shall adequately police and supervise all work on the above described project by itself, its contractor(s), subcontractor(s), agent(s), and others, so as to not endanger or injure any person or property. 7. Work within STATE right-of-way shall be restricted to the above specified hours and no work shall be allowed on the right-of-way Saturdays, Sundays, or Holidays, unless otherwise authorized by the STATE. 8. In the construction and/or maintenance of this facility, the Failure by the DEVELOPER to provide the construction schedule DEVELOPER shall comply with the "Manual on Uniform Traffic within 30 days may cause cancellation of the AGREEMENT. Control Devices for Streets and Highways", current edition. Any Cancellation of this agreement will not lessen the DEVELOPER'S closures or restrictions of the hig all regyire•a STATE,, responsibility to reimburse the STATE for those costs agreed to by approved traffic control plan. ffC IDU I) t � i t .i item 13. ® JUL 1 J_U All material and workmanship shall conform to the Washington State Department of Transportation Standard Specifications for Road, Bridge, and Municipal Construction, current edition, and shall be subject to inspection by the STATE. 10. All disturbed right-of-way shall be seeded, fertilized, mulched, and protected from erosion. 11. The DEVELOPER shall provide an executed surety bond acceptable to the STATE in the amount stated above. the bond shall: Be signed by a surety that is registered with the Washington State Insurance Commissioner and appears on the current authorized list published by the Office of the Insurance Commissioner. Be conditioned upon faithful performance of the AGREEMENT Guarantee that the surety shall idemnify and defend the STATE against any loss resulting from the DEVELOPER's failure to faithfully perform all the terms under this AGREEMENT. Guarantee that the DEVELOPER or the contractor of the DEVELOPER shall pay all laborers, mechanics, subcontractors, and materialmen, or any person who provides supplies or provisions for carrying out the work. The surety bond shall remain in full force and effect until released in writing by the STATE. Payment not made within thirty (30) days after receipt of billings shall bear interest at the rate of one percent per month or fraction thereof until paid pursuant to RCW 43.17.240. 14. The STATE shall have ownership and control of the completed facility within the STATE right-of-way and related traffic signal induction loops outside the STATE's right-of-way, all subject to final acceptance by the STATE with the exception that the DEVELOPER, his assigns, and successors, shall be responsible for the construction and maintenance of the private connections and appurtenances between the shoulder line of the highway and the right-of-way line inclusive of surfacing and drainage, when applicable. Future construction or maintenance within the areas of responsibility by the DEVELOPER, his assigns, and successors which will affect the traffic signal induction loops and related appurtenances shall require STATE review and approval. 15. Any breach of the terms and conditions of this AGREEMENT, or failure on the part of the DEVELOPER to proceed with due diligence and in good faith in the construction and maintenance work provided for herein, shall subject this AGREEMENT to be cancelled and, at the option of the STATE, may require the DEVELOPER to remove all or part of the facilities constructed hereunder at the DEVELOPER's sole expense. 16. The STATE will recover from the DEVELOPER and its sureties such damages as the STATE may sustain by reason of the DEVELOPER's failure to comply with the provisions of this AGREEMENT. 12. The DEVELOPER shall obtain and keep in force for the duration of the work under this AGREEMENT, public liability and property damage insurance with companies or through sources approved by the State Insurance Commissioner pursuant to Title 48 RCW. The STATE shall be specifically named as an insured in a policy with the same company which insures the DEVELOPER or by an endorsement to an existing policy. The amount of coverage shall be not less than a single limit of $1,000,000 for bodily injury, including death and property damage per occurrence. The DEVELOPER shall furnish the STATE proof of insurance prior to undertaking any work covered by this AGREEMENT. 13. The DEVELOPER shall reimburse the STATE for all actual direct and related indirect costs necessitated by this AGREEMENT. Such costs include, but are not limited to, agreement preparation, plan review, and construction inspection. 17 The DEVELOPER agrees to make payment for the work to be done by the STATE within thirty (30) days from receipt of billing from the STATE. The DEVELOPER shall indemnify and hold the STATE, and its agents, employees and/or officers harmless from and shall process and defend at its own expense any and all claims, demands, suits at law or equity, actions, penalties, losses, damages, or costs, of whatsoever kind or nature, brought against the STATE, its agents, employees and officers arising out of, in connection with, or incident to the execution of this AGREEMENT and/or the DEVELOPER's performance or failure to perform any aspect of this AGREEMENT. Provided, however, that if such claims are caused by or result from the concurrent negligence of (a) the DEVELOPER and (b) the STATE, its agents, employees and/or officers, this indemnify provision shall be valid and enforceable only to the extent of the negligence of the DEVELOPER, and provided further, that nothing herein shall require the DEVELOPER to hold harmless or defend the STATE, its agents, employees and/or officers from any claims arising from the sole negligence of the STATE, its agents, employees, and/or officers. In the event that any party deems it necessary to institute legal action or proceedings to enforce any right or obligation under this AGREEMENT, the parties hereto agree that any such action or proceedings shall be brought in a court of competent jurisdiction situated in Thurston County, Washington. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of the day and year first above written. DEVELOPER STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION fmr(runnru rfl�€cr/cs�lri Title: Title: ' Date: &3aa? Date: DOT Form 224-054 EF JUL,�� Revised 7/97 U 21-23 NWI/4 SEI/4 \ SEC. 5 \ i END PROJECT U71 SR 509 Milepost 13.86 1 1 T.21N. RA E. W.M. EXHIBIT "A" DEVELOPER AGREEMENT UC03904 SR 509 CS 1730 Christ's Church SHEET 2 OF 2 Lorena Eng, P.E. NW Region Administrator I I GRADE INTERSECTION LT. ;1 f L` 1 T 445+47,17 __ _ — --`�--------- 1; JI / LJ O I 1` ! �jT1��[ —� 5 GRADE INTERSECTION LT, I 1 CIF � �.� �� 1 r_! _ lF -- ----------- -- ~---- ---= -` -- a k60°AS'SYE �� -- '__ `--- SR. SQ9 o% - -� - ----��.�r a — ----..cif_ L----- _ — -- — — ——._._._._. --/ �/ / -1 - ----- ----- -- liI .'J'r -- - -- - - - -- -- V r n o c r' I - - -_ --- - - - = I -------------- i- '_I �'. . r' I----------f •--------j n o a r1 r^`rj rlArfLl 1 I \ I ______—_ l---__ ��^ LI II \� - I------- f ----rj I i r J \ 9,0 / �iTlr Sw A7A \ \ L Men IAHM(ENT N \ SY'Ol7S' PL Ir , 253.55' 475.r �44.99' 127A6 �Wcr - LEGEND MARINE HILLS Noi PROPERTY OWNERSHIP NUMBERS PROPERTY LIES G DO lOR PN![Al NO. NAME TOTAL ARE1 R/,M S`"`"n" OWNERSHIPS GRADE INTERSECTION/ SACAJAWEA JR. HIGH SCHOOL 450+4926 P.O.C. , •I NEI/4 SEI/4 450+48.86 P.C. 2 /� /I 45 SEC. 5 ',,rytiyh 451+75.92 P.I. / 452+83.97 P.T. f MPl.rww�.dbdrp a rnin 0 mi.�te.otlP wMansk YrO+G'vo,weafTHa�porMran nOy..k SEC. CDR_ FNO. MMDNrCASF S � . B 9 DRAWER 77 1� i I _END. LI449+62.2T P.T ti'a� r Jr LTI , f ' 65�µ, - tiI1 56 RT. 53.3T.DD KC/f� .Q 3,�1Y fQgN� p 1 3iL7 F0. 1f1 Rl O -ASK MOON I NOTE: FOR-" AHEAD SEE SR 99 STATE ROAD NO.1 REDONDO TO TACOMA APPROVED FEB. 2, 1927. SHEET 5 OF 2L END OF PLAN STA.453+87.02 P.O.T.= STA. SR 99 246+16.45 P.O.T. SR 509 MP 14.29 SR 99 MP 11.39 Bawl *C=aAMMD. 1'mmi3nY 1pl11i s1FCIMM111AA11 Wn Mvt A2GU/=SYWW0?, THIS SHEET SUPERSEDES SR M PIERCE COUNTY LINE TO P.SA NO.4 TRACED JUNE. *52. SR 509 MP 10.26 TO MP 14.29 30TH AVE. S.W. TO JCT. SR 99 KING COUNTY RILHT OF WAY PLAN STATOR 24O•T6.80 TO STATION 453+67.9T WASWHGTON STATE DEPARTMENT OF TRANSPORTATION OLYIPIA, x ASHNGTOA-�, DUAME BERREHT$ON SELRI:YART JUL I ® 2003 PRQECT DEVELOPMENT 4NMe1,o DULY 30, 19" ENG94MR SHEET B DF 8 SHEETS TI 0 T= NEII/4 SWI/4 SEC. 5 NwI/4 sEI/, EXHIBIT "A" SEC. 5 i DEVELOPER AGREEMENT i UC03904 i SR 509 CS 1730 Christ's Church SHEET 1 OF 2 Lorena Eng, P.E. I NW Region Administrator 1 I f L I . • S.301a+ ST. 4 3 _+_a -------------------- ------------- s GRADE !INTERSECTION q l" ❑ 401+29.43 P.C. 1 ' TRACT A t'2411 ST_ /4 Swl/4 x .[4 SEC. 5 1 , L % SW ~', T- ��,� 12 SEI/4. SWI/4 SEC. 5 ■ BELCARO PARK DIVISION NOJ MARINE VIEW PARK MARINE HILLS NoJO MARINE HILLS No.4 MARINE HILLS No.6 MARK HEIGHTS MARINE HILLS NoJ PUGET SOUND HILLS PROPERTY OINERSHR NWBERS PROPERTY LINES 0 100 100 SCALE M HET Z (.7 l0 N 0 O Cn O In T. 21 N. R. 4 E., W. M. 427+6` 3.4 f • � gyp' AS � °'h % •� ' ° . V Y NwI/4 SE(/4 1 /' /•�'I.�r I jxr `i ,�:/ i rCat rm. uAALlCJ -- - 1 ,r• Cl 306T. ST. y !r -�---------- j. !p f . 404+15.15 P.I.r Li 41 ,ti;�-'' � � for--� 6 1' �'�P`,•-=�•_�: -- .� \ 1', S. 302nG ST.PP _ I , 4TT'4E.S6 1 '' f 46+i7.36 a P.C. IISSW 1T4n HHtlaK lO IVIWS'I 1L d 10 WASH. BEGIN PROJECT SR 509 Milepost 13.72 417695.43 l ,z. + S w1/4 SEI/4 12 " SEC.5 C'. y { 4D9+57s5 lu - ' ; T THIS SHEET SUPERSEDES SR 509. ,/ \� �rll/// c•' �r�+ i °'� y - 6 PIERCE COUNTY LK TO PSH NO. L TRACED . UW-1952. 406+59.6f P.T. '•!• 6 0 , 1 1 ■ ` S \ 1 S16 V. 410+66S2"P.O.0 4j J 7; J- rr` 5 IT A� ``Hfi e ��/ r iy'• T : a"`'` SR 509 MP 10.26 TO MP 14.29 A1144 0.61rP T 1--ti , 30TH AVE. S.W. TO JCT. SR 99 KING COUNTY 20 , I RIGHT OF WAY PLAN 1323.77' - - SCR rR�ST�. ,- -_-J-- 5.1 \ ZI Lti STATION 240.76.60 TO STATION 4S3497.97 -----E -Dyz ------_«__- \ -�� N 'S �y l04th ��r� WE:WASINGTON STATE DVARTAENT OF TRANSPORTATION '%COR. rm.I pl \\ / 1Hf;LM-8CMRf~*KX=WV!!fflRA OLYMPIA. WASHNGTON >� NlprlaST f nPr.rMrp� W 1R7 s+Rly. 4r wee FlRg�.rtlrn I NT 4nr9 UA�HE mransa NOW RDDIiSY WVQ, V j 0°rb°dYHrwjpo tip4w4a 414+395Pl "JUL i1 2003SL r TOTAL A!E { LT . RL71ANr7pI KT. icA5H1T PROJECT W4EL0PfEKT r7w°m JULY 30, is" OWNERSHIPS ENGOI SHEET 7 OF ! SHEETS oRAWER 7 7 9E sC p d s/9 EXHIBIT "B" DEVELOPER AGREEMENT UC03904 SR 509 CS 1730 Christ's Church SHEET 1 OF 4 Lorena Eng, P.E. NW Region Administrator CHRIST'S CHURCH I •i Y'i �� i 43� N 0 25 SO 1fp 1 SCALE T-50' SEWER DtaWT LIN 1172 J� • � �, � ,- p � �� fUlv.42DAD (K-CAS.) '+ - 1, \ ' UMOR �- f MPROfWlEa' .I + 1 � .= p,•-� r`f•" r a� rl�� I�' �IFiI�� III1I �' �r %, / � it M4s ++ ✓-- }�� "•� �-��/////'��%% f . ERISTWQ r- • r - `� i PAWKIMG air iW.DIP10 i F-. _ rL, _� I -----------�■ttl-------- --I--- IL F---� L- - - --- ---- •J -- - - -- ' r +�•�,� CONSTRUCTION SEQUENCE li 1. PRIDR TO OOtiS .1,7 OEM, DOMTRW'{l7R S I ARFEVN(; A PRECONSTRUCTION MEETING WITH THE CITY OF FEDERAL WAY STAFF OXHEIR. OYIIOERS mP1STRUCTROH R NTATIVC AND ENGINEER. 2 FLAG CLEARING LIMITS. 3- PROVIDE FILTER FABRIC FENCE- 4. PROVIDE CATCH BASIN PROTECTION AS SHOWN ON PLAN. 5- CLEAR AND GRUB AREAS WITHIN CLEARING LIMITS. DEMOLISH AND PROPERLY DISPOSE OF STRUCT11RE5. U ILRFS AND LAIFDSTSWRHG AS SHOWN ON PLATS. SEE ALSO ARCHTFC[ PA PLAINS FOR ADOITONA; DEMOUTION REOUREMENIS. 6. PROVIDE TIRE WASTING AS NEEDED TO PREVENT SEDIMENT FROM ENTERING RIGHT-OF-WAY 7. ROUGH GRADE STIE; PROVIDE STORM COHVEYA4CE AND ROOF DRAIN SYSTEM, AND BKOSWALE AS SHOWN ON PLANS B CONSTRUCT BUILDHNG PAD CONSTRUCT WATER MAIN EKTENSION, DOMESTIC AND FIRE SERVICES (DESIGN BUILD) AND SIDE SEWER. 9. FINS" GRADE SITE AND CONSTRUCT ASPHALT PARKING ARRAS, SIDEWA M CURBS. RAMPS AND STAIRS AS SHOWN ON PLANS. SEE ARCHITECTURAL PLANS FOR RAMP. STAIR. AND HANDRAIL DETAILS. 10. CONSTRUCT SOUTH DASH PRIM FRONTAGE IMPROVEMENTS 11. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 12. CIFµ STORM MO AGE SYSTEM. ON AND OFF STIE, OF ALL SEDIMENT AND DEBRIS 13. REMOVE TEMPORARY EROSION CONTROL FACIUIFS WHEN SITE IS COMPLETELY STABILUM AND ACCEPTED BY THE CITY OF FEDERAL WAY. lie ;II SAGA JQWE& JR. HOGH SCHOOL Ve �C7 / illi�}T1� . • . LEGAL DESCRIPTION THAT PORTION OF THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTON 5, TOWNSHIP 21 NORTH, RANGE 4 EAST W.M. DESCRIBED AS FOLLOWS: 4T_OI1A WG 4T A PF�.V' ON _-Z SOUTR LINE r SkC h j+ ^WES' • 'z D6.497 Sh9'S3'49V 21C.00' FROM -E SOUTHEAST ODRKrt FOR SAID NORTHWEST 1/4, Tpeau W CYZX 60.00 FELT TO Tit T" POINT OF =INNING. r<KE CONTINUING NITW211 442.91 FM ACRE OF L655 TO TK SOL' EASiEYR1Y RLCNT-Chr-WAY UK Cr SECOHDARY STATE FIGRWAY I-V. (MALTY ROAD) TPE] -E S.WCY44 W ALONG SAORiNSLWT¢jLSTERLY TrFF.H(X SO' OYLpjE '2 R 1 0,00 FEET, Yp OR LM M THE00,75 FEET, E NORT), LINE V TE SOUTH MOO FEFI OF SUO fMTWW 1/4. THENCE NM5N55'E 75.00 FEET TO THE TRUE POINT OF BEpNHIN$- AND BEGINNING AT A POINT ON THE SOUTH LINE OF SAID NORTHWEST 1/4 WHICH IS SOT53'59'W 285.00 FEET FROM THE SOUTHEAST CORNER OF SAID NORTHWEST 1/4, TIIFRCIE NOOS'23�1E 6040 FEET TO THE T7UE PANT OF BEGRMIAHC OF THE Iroa mUSM OFSC =. THENCE HO05.2YE 190M FEE7. THENCE NMT37W 2DO.75 FEET MORE OR LESS TO THE SOUTHM51FEF&Y FSCM-OF-WAY LYRE OF SECONDARY STATE H30HWAT I-V (WLTETY ROAD].-THEHEE 9DFRTRTE$TERlT ALDNC "rA� SOL'FNEAa'-rER�Y RKNT-•pF-WAY LIME TD TIE MOOTH 1plE OF THE SOUTH 60.00 FEET OF SAID NORTHWEST 1/4. THENCE KW!M'59'E PUALLkL WM4 S4D SOUTH LINE 4FD2.DO FEET. WORE 04 UM To THE TRUE POINT Or DEMWCO: AND BEGINNI G AT A POIN7 ON THE SOUTH LINE OF TIE N=IrFAESF 1/4 OF THE SOVIHFAST 1/4 OF SECTION S. TOWNSHIP 211E RANI 4 EAST, W.N. FROM WHICH POW THE SDMHEAST CDRlER OF THE NDRTIIN£ST 114 OF RE SOUTHEAST CORKER OF THE FOWDIMiST 1/4 OF THE SOMEAST 1/A OF SECTION WA% Fwsi'5n 2110A0 FEET. THENCE Se w169*w 501.91 fEET TO THE S.1L T KNT_Or_WAY LINE OF Saom)Aw STATE HIGHWAY 1-V (TAA-TER ROO T1H94CE ALONG A 7S9.O2 R)= CURVE TO THE RY,HTF AN ARC OWANCE OF 64.96 FEET: THENCE H875Y59E 477.14 FEET. TH04CE SD'OS'23'W 60.OD FEET TO THE A7INT OF MINNING. ALL SITUATE IN THE COUNTY OF KING. STATE OF WASHIW.Mk N13 SHEET INDEX SHEET 1 COVER SHEET - IF SHEET 2 GRADING, PAVING & STORM DRAINAGE PLAN SHEET 3 DASH POINT PLAN & PROFILE SHEET 4 WATER PLAN & PROFILE SHEET 5 SANITARY SEWER PLAN SHEET 6 WATER & SANITARY SEWER NOTES & DETAILS SHEET 7 NOTES & DETAILS SHEET 8 DEMOLITION & TEMPORARY EROSION CONTROL PLAN SHEET 9 TEMPORARY EROSION CONTROL NOTES & DETAILS LEGEND EX TYPE I CATCH BASIN TYPE I CATCH BASIN ■ LX STORM DRVNAGE PROPOSED STORM DRM"E PROPOSED CONTOUR - - -444- -- - DOSTING CONTOUR EX LIGHT STANDARD [ EX FIRE HYDRANT PROPOSED FIRE HYDRM'T t C)B MA r' EX SEWER MANHOLE ✓I `r �1 EX GATE VALVE -x PROPOSED GATE VALVE H NOT IX FENCE [/ 0 FOR 1],�� PROPERTI• LYRE CONSTF�UE"T1ON PROPOSED CONCRETE TMSIUIE DOW109M ND. ASSUYFS ro ueurc p1 iQy1ll9BIJE1' FOR PROPOSED ASPHALT � YL5f0R11FG. EARTHWORK UANTITIE "" Na '� PERMIT NO. 03-110187-00-CO CUT - 2A O zY. Call hp- • n.L 2.600 L-Y. before you � i;= . pva WRffX No KQW[LL nufall Ar M1x Fx6R14 up'M- I Mi1RiM ulemTs Iw1, >o °o-4arcIMI CRARWULT>ti[ Ao ENT1I wow OW+ Ma ARE FOR Mw? • lvaspMs°N n WaM: 11MY x' nmY.c I,, 1 A, PLIRPO"0FE dlr. CpNTR/M-TORS ST4M,L I4FATF wr a aR y,yca�i w ep �inrsluc� APPROVED WAN 01Ne OETERIe4W As ro FARTIn1aR1c 1-BOQ-424-5555 cN.A DUAN1Trrrs faR BODNc "PONDS. tmma�p mna tLGQ 1 ,, 9 nA - 2' a 2.5R 16 b. -r (T(D) VEmI'A CLM ° EASE1Off / �. CA n �_ r e• sroEiwx e' I7-A1r1ER p': Ie"r UTILITYION]O' FOUND CASED S-Xr OONtlEIE �'� R �•' I STRIP SYAF PII[1r A�1LV. EAShC ASPHAir AApOAAFATT AaSH 3 ~ VELENT '�- I /b• ap M PLLq SEE LANDSCAPE SEE LANDSCAPE 1JIiJ[Y I a LatiMX NE>t rt 7Y>c CF M�1 aPLACE a 9Tm vE sCOu ui Zy R 1i' �i4 MATCH `d PLANS ® 4r DLN4 STRIP I ® PAYEIIEM Er4TalO ASAt4M,i VISITED SYPT-2G0o 7 EXIST. I I li ��Ip�� yyy�CC S 2t F'IP�M.IgJ C ISLAND MATCH I� FOUND CASED 3'x3- CONCRETE AT \ [ �� ' r �� - �� C% � EXIST. CURB WITH 3 GRASS PLUC W/PUNCH O.4' GUTTER DOWN AT R11CR5EC,10N OP SOWN 229TH �-• t f ® PLACE k 97H PLACE SOUTH • Wv..a3 t p _ _ - N9TED SEPT-2000 \.- /ra 'E--414 HOT M vARes ''mA r� ,\•-' • a~ / - S a7?. .. .;r . NID SEAL JOINT. � SHEET I M l�TM - - _ _ r4 y .�• j - ; 7.7 - ROADWAY SECTION 'C;;' - DASH PONT ROAD STA 2+00 TO STA 3+35 V Tm SAWCU! STRNpfT 1' EDGE HOT TAR. �' Z I4N. BFJDCI AND SEAL "f. SEE SHEET 3.Aw 411, ROADWAY SECTION 'G' - DASH POINT ROAD STA 0+00 TO STA 1+43 i`TCII E70S7. SEE EA1105GPE s a smEYcwL V NTS T• ;V 4 PLANS UWJIT I ® AVpAETrr 5 FOUND CASED MONUMENT I 11 MATCH ARP Io;o C/I WITH 1/16' COPPER PM IN CONC. A74 �' �p i4 • •0 SAWWF EXIST. I- 7 JW' FRIED 2- IRON PIPE 0.2' DOWN �� i.lA'� Y'- - � • . _ Acl..�� EXIST.CURB q yl VISITED JAN-2002 R .�{ .'-. ' �l 11 GUTTER ® Z ILp.J, 9' ROW OEOCA" F ' • , ' u' N0T TM SrAL �� Z %' • w ,MA7 -7-a' SCE►AM.K i a• PIAFRER °'' oos,wc ASPIJLT - s 4 -� r ' ® c wF .''�' • LTK � ® LAMP .cr uwwy, I I IP SEE UWO.SGPE PAVEl7}3ET �" [37"6d [1 T. 6 .. •' �!• '-.# ! .' _' f 13i PLANS r • .� .quo 16 1tyy � .. _ '" i~ .• `7. S�Gi✓YOe, PlNLS 1' MN. FIENCH SAAI[T!T SDUJGIFf EDGE. FOi TAR,de MATCH Iz r COMIC CURB -J ..�. 1 - � ; 4 •_f+'Z" ,� .ryA l �• AND SEAL JOINT. SEE SHEET 3. EA I GOTTEN �'•• // �'{� _ ".: ' ROADWAY . ADWAY SECTION 'C' -DASH POINT ROAD STA 3+35 TO STA 5+25 = ' VARIES w+R,ts r ,A • - *• T I ' r1-- KEYNOTES ar r M1.1D • I r i F- .-- ' - - - 3��„ - - '" Q z .-::: N'p+� may •I �, ` j'�• ••�1 ' F I } 1O SET ARCHNECTIPW RUM FOR RAMP 4 HANORNL DETAILS. Q YARD DRAIN_ RW.Aj6.53. IE-434.13 SA'ACUT 51RAKMf *�/ir,. ±'. I r� : O2 SEE oASH POINT ROAD PLAN, wu 3 - EDOC HOT TAR �. 'Iq' 'l-• 7. _ ;- N E J�Cr PRDADE 4'AS'-V THICK PAD: QUARRY SPAUS 4•-6. I • O BXk$rRATFOH ei F IE=434.8 (1x*0PEP} NiD SEAL JOMT. SEE SHEET ] r fj r /yr9 � F, �] . � �. . .. / C8 15 7. i I µ= W I O Pow. M RE REE9GTFA 8r PSE CONTR4CICR ® 1 -CPEA IE.433.3 ROADWAY SECTION 'G' -DASH POINT ROAD ,- ` s SMRM MAN CLEAN OL7 E _ SHALL CDQRORIATE NEOCATION wW P55. N�'R sTREE7 5lG115. DaOADPurE TELOGLT10x O N.TS 11TD1 CITY DF FEDERAL WAr. STA 1+43 TO STA 2+00 AND STA 5+25 TO STA %+63f / •- ,TER 1JNE r ': 7 ! �t © PROPOSED LOCATION OF RELOCATED POWER POLES r VERTICAL cuRe Q SAFE ARCHITECTURAL PUNS FOR WALL DETAILS. C0 CGANE[ .1 Q I ♦ zt L O RELACAIF,D 0r PSf. SEE KEYNOTE fi� C, +{ .' ''�. .. FF=440.0 L I I rl ' �- �' 1® SFE ARCHITECTURAL PLANS FOR DETAIL Q 3{• 4 . k' SEE ARCH. NEW AUDITORIUM � " ��s 444390 "~ O FMOSIL'N.E FLAW SPUET:R � ✓ .RCHTECTURAL PLANS FOR WHEEL STOP _ .: L = � (30 � 1! J' PLANS FOR R. I +iO.W : 0 RAISED CONCRETE ISLAND ® c ci PLAZA DEALS , RIM <]: ; ,TAMPED. R-x7 $TAIP, Q I i f - : ,- - ® STAMPED. T2-,(2'EEIT WILL, TAIp E. REIVFORCED W1Vz y I� -35' := 11CPvc, ST' '. sy... �' I I L h .. r �� . •� OEMOUnON EXISIMG WN1 SEE SHEif B � 7 / fI �1f' 6• PVC RD a O.Sz MIN. (TYP) J F 'F- - `L,-' +4D. E1'7� 12:1 TDRIREO HANDN'AP Ru1P. U / 'Q" ! f µ 1� TARO DRAIN LNu 4362t. IE=43a,at +�{ ® �i � � y �- 1J .��%� � _�'• .v_ w-:tirD RUSH ILF6 J f co 6- PVC RD @-O.SS (TYR) _ --� `b•' ' 'S r • • ' LL J �` AA. C _nisi N E 1 Tj u JC 1• C . e lxa 440.aD to RA,wP os �+r._ 1 44. f \ F.ias.7D-k1J i. W W AK ` 2 I . 1 rD-4yfS.9' r �i, f LAI r ; SCALE 1 30 a 120 Y ff•4Si,s }" E y Ll4TClI C - ^ 1I 4d0.xt W ra LF3: ( i � It �- � L _ _ L I ~ � a � r . 3 E7L b7R9 M1 4A, 3'f I 3 SEWER 01.,FRLCr NH jt72 1 / ', EXbT. '•h 44t ,. J ELEv.42om (KCAC.) /.as`y F, krt" o 1 N noon ' �' 's.4 i " •:'c id r.! W � _ " w 44 7 TW 4l (3 •� r Teti A fT-i56.5 •:. G ��..�- Z m o f, � PLANS'�* EXHIBIT "B" I I `�.1-` :-�"�t 1a R,SE% a DEVELOPER AGREEMENT j I n �I °"5� Z 1 EXIST. AUDITORIUM N / 4 I ` WC FAIL. • r f' '� W 3 UC03904 I i - r STORM DRANAGE Sa MU-E Z < E U N SR 509 CS 1730 IK' ' `f 57ATION oFET ,o TYrE mu LiEV IE ! I • } �� -mi 5 'r 'p O 2 " I' t l �1 WATER I I.f I 1 a f 1 � Christ's Church SHEET 2 OF 4 Lorena En , P.E. NW Region Administrator TP •.�n I H I,,,r, I / ';I I / ��c/��- / p^i t• �t ��., �r ' ss.4o Lr 2 11-54 437sA 1 11, SHEEI i. _ f ! {Y f W i f�l m W n e 3 - > r S 4 i LT Ca doII- .19 1 T C8 1 7 7 A�95 w. T cR i1 23 B i 714.44 C8 1 +37-60 43fi.5D 8 i.6s 43 T 437-10 i8, .. I IT �+ u.'1: g2-WE 1 ` IL-4503- (a• CLIP)- _ _ - % HLIL 6NI p r - - - �• n a I' o t� . s, I l`,, �`ti r�-s°M" -Lin-T { �- I I zx¢p�_ _ _ ,ORAL NOTES JU Z Q h n t• i ' ,}�� END YEAS I� ' STRUCTURE Na9LY33-r I T `'� 1. PROVIDE r PVC ROOF DRAIN O 0-5% MN. SLOPE AND 1- 61N. COVER PROVIDE AS-BUILIS TO OWNER � � I �� p X I (K44t. 1• 6•) 7 I APPEARS TO "All I II OD ArT,R•Te3TRIO Irp rr = LAN[ EA51 ! I I 2 CONNECT FOOT DRAINS TO STORM STRUI:NR£S SEE ARCHITECTURAL PLANS FOR FOOTING DRAM DETAILS. a6 7 C - �."-^ AMP CONSTALICTION TIP --_ IC H07St.*4YEO / 3 COMWACTOR SMALL PROVIDE AS-aUIL7S OF STORM SYSTEM PER CITY OF FEDERAL WAY ML REmWTS. IE-430 (0- CUP) I [Ig111 � I I wAIER LINO MA 1 � �� 4, SEE THE NtCMFECIUBk.. RAMS RR H07JZWK CONFROE_ -�-- k F,NO EP Art5 j I _ i 1 ��p} WATER U;IE NOT FOyNO CONNECTION(S) TO �0 7I -r�� •1'ALyE�� EnST UNNNOwN tb I ! 5. SEE IAla3SC+lPE PLAF6 FCR SITE PLANTI'1+5. ' 6. SEE 9iI7 S FOR avSH POOR ROAD ItMn nt(S. 5'EE SHEET a FOR SITE DELOUTION, R y-"�- _ - - Y - - - «yam y 4 7. PAF00XG 1Ltt CURB IS EX VOW CURB (D MISS o7HFR*It E NETTED. 'I T �s [In1[Ss EL SEE DETAIL FDR LEnTXAL CUPS (A;) n ' - I .Fnl�rn' I r ..�7.i119' sff ARCKT MAL MAWS FDR SDEwAL'` SCORK OVAa PERMIT N0. 03-110187-00-CO -I""a • a N89O2'35-W '� I ASPHALT RAND. 12:1 210.00h- S a c i i } IE-413I 12• CONC,) IE-:200 (91 3_T6 af' � 31EEET / •r Or THE HEE VTR, g 0a,an In.lTr uwasa 7NiN MQAIry Arc pA,IvaW]C O+1Y, 5-2t-D4E ore you R bAai TIE M meIWDWat� 1�+odKm'D aL ok"' "N' OF C8 FA., 1 UAC[ 1RICn +�a Iq�}T/IeR ILfAiRN OF ALL MW OCR- J08 �. f 6'@7.K O 1maM INC- AFA.-CS Dig og/a 1/R1FLf WAol 1n aC: W D m1enUCIgR M1 APPROVED / IE-Ilo 0' (12• CONC E. W) 40 LL�JI'} aF > FrA1 » n 1AMI wAQ ALL ICA "� A' L BOTTOM Or STRIIrT1)RF-4+1q � FS1,y y "''p� s M7EOrp T ryp0 Aa 10 I�OIAI1M Fry! tl M3 f1A_M1ln 1-fW1_A�A_Ccec .F.1•F... �T....w.... - STA o+z5.6: OFF: 1D'f RIM-411.7t IE-410.0t 410 .. -- 1'1--.-,-E SEA.-•D�27-6�: iq'r :Rr PoMi411:7i •---- DEAfV67, E]p6FI1C 17. -Ep EO E3E6�: AYIDY�OE..1•Y.(!pEp. PIPE AS SHOWN, W-410,0 NEW ROADMAY Y71OA ENT5 SEE SHEET 2 FOR ROADWAY SELTION S AND ROW DEDICATION AND SDWAIK EASEMENT. NW Region Admini a: '•-V2' C-4 CB 42-TYPE 1 iYfVA1¢p CRATE M H+47.T2" Ri (CR .. .. .. RMr-420-6767 C9 !1-TTPES */rANF�D CRATE SEA: Ott6A0. 21.2' RT [Ca ►eiF..4Ns.72 IX-412.72.50 [!2. S*.NE] . 1+00 * 2+00 9ME& 1. RIM ELEVATIONS ARE 70 BE ADJUSTED TO MATCH NEW PAVEMENT ELEVATION. 2 STORM DRAIN PPE TO BE TYPE CPEP OR PPE EDEINALENT AS ALLOWED BY THE CRY OF FEDERAL VW. 3. SEE SHEET 2 FOR 01611E CONVEYANCE SY57EIL 4. CONTRACTOR TO REPORT ANY DHSCJEPAICIES TO ENGINEER PRIOR TO CONSTRUCTION. 5 SEE DETAIL 2• SHEET 7 FOR PAVEMENT DETAIL AND DETAIL 3. SHEET 7 FOR SIDEWALK DETAIL a PROVIDE VANED GRAILS PER *SOOT STD FLAN B-2b PLAN VIEW J C3 fs-TrPE 1 w/YAf4nCRATE C9 /3-TYpE 1 wryATHED 4WitE .. •PoE1.:430:25• . . SEA'. 2+4Y,42. 2'I RT �(C/L{i2" E:la TEM.(25ASi . I,E.+A22.Y4 (12' E-M') - .. 3+00 4+00 r� �F D , S 317 0 SCALE 1'-30' F - fiORZ fiORZ 7-=30' VERT = 1 "=5' c CEN1fHlk(t 1� J .- cD jy-T+PE , M/VAvES3 [7tA7i. 5l'A 212' R1 (CAL GB'1. -lR-TT7E t r(/v7lkD: f 7 S7A 7482�l 2, i F1-'[G/L IS ' R sm -8+571 25.Y_ R7 0 CB]- RW. TO 1:Nll9fm GRAD- .5+57BD: RMT+433.12 k1AK:5.7s7 = li.�•- Yk S1' •E705f--• SOVM] I,E,.t430,00 [12' LW,SW] L.L[12' EW,SYQ E1 EMR CEx1E UFIE - PROPOSED .F4DW LNE: ELEVATION FREYFAfXI - 5r00 e+DO 14W a+OD nm ar.o uoo�ae iwm ua n �nr. Call before You Di9 1-800-424-5555 N N EXHIBIT "B" DEVELOPER AGREEMENT UC03904 SR 509 CS 1730 Christ's Church SHEET 4 OF 4 Lorena Eng, P.E. NW Region Administrator SOUTH DASH POINT ROAD 0.15, t 0. 35' 0.35'1 ♦•ME= ♦� All IL _L ASPHALT CONCRETE PAVEMENT, CLASS B, WSDOT 5-04 •.MA NOTE : DEPTHS ARE COMPACTED THICKNESS, IN ACCORDANCE WITH WSDOT 5-04 ASPHALT CONCRETE, CLASS B, WSDOT 5-04 CRUSHED `nSURFACING BASE WSDOT 9-03.9(3) COMPACTED SUBGRADE TO 95% DRY MAX. DENSITY (MODIFIED PROCTOR) ASPHALT CONCRETE PAVEMENT STRUCTURE NIS RESU-lATTED JUL 1 0 2003 RESU 1A "OTTED J U L 1 0 2003 _\ ^\ , • ( I BROWELEIT I I 1 I li I PETERSON I HAMMER MASTER PHASING PLAN - �0 I I ARCHITECTS PS 1• 2®'-0' — - - NORTH r ,,• t 7H[5 APPLICATION %+ fIi r: 9 , f v PHASE I I FALL 2002 _ � NEW AUDITORIUM�OYERMUSERY W/ UNFINISHED BASEMENT /f •' i J J' FRONTAGE IMPROVEMENTS / ON -SITE PARKING REVISION OFF -SITE PARKING (ADJACENT SCHOOL) r / .'.�a'l ,r I Iff 19624A-76-AVE W • I / � J LrNNwooO. WA 96036 1 PH (4.M774470I PHASE 2 -BLDG PERMIT APPLICATION OGT. 20O3 r r,'r r �+ • , ,f - - - i + FAX(4251 CKCOM77 7 [ BPHARCHCOM FIN15W EASEMENT (SEE PHASE 1) r r I I +�, 5ECOND FLOOR ADDITION AND KITCHEN/STAIR INFILL / f I I S• ! Auditorium addition for: INSTALL AUTOMATIC SPRINKLER SYSTEM IN OLD AUDITORIUM / 'r ' - :,�� .� r r - t SEATING- EXPANSION TO 800 TOTAL WITHIN PHASE I SHELL r - - I - PAVE EXISTING GRAVEL PARKING , X/ '•• '' 1 f / I lr I PHq, ASE 3 -BLDG PERMIT APPLICATION 2008 r r , •� / tro rrr _ I • •� � + �~r REMODEL EXI57. ADULT CLA55R111 BLDG a IN'"L t STALL AUTOMATIC %••' SPRINKLER SYSTEM G PROVIDE CIRCULATION INFILL BETWEEN BLDS (EXPAND FOYER) i / r • J -11j� ADD BALCONY TO AUDITORIUM AND ELEVATOR EXPANSION r, •��'' ,�� . b • �� 1.-: -=7 �64•'Ff' I#f'r+�l+� ��1� + I I � I� I - II D II II PHASE 4 PER -BLDG MIT APPLICATION 2011 Christ s :7 Q ❑ C NEW OFFICE WING /f / 9. CHURCH r'� /�S•� PHASE 3 - BLDG PERMIT APPLICATION OCT. 2014 01 JC• 1i': EXPAND GYM ! ; `� ,' j 'I��,, K r s f • r PROVIDE CIRCULATION INFILL BETWEEN GYM AND OFFICE BLDG F ` I k Fff r r � � � ;. ±. I' S .•-" ' s^( f ` c. r.:� t f ' I {r � 941 S. Dash Point Rd. PHASE 6 - BLDG PERMIT APPLICATION OCT. 2017 Federal Way, WA 98003 4'-LL YOUTH AREA EXPANSION 30, _L LLL SEM 1 r %! ! .' ,�' r '•fi•%, l f•[:�r, - 1-- EXIST ERTY •� ! •� f+•'F' I f LINEa"�+v f P PAVED PARKIN'b FOR,79 IMPERVIOjS SURFACE SUMMARY =_xl5,d�oc= ± / rf ; i` 'r f �:' rf; • '' ' GROSS SITE AREA = 160,372 SCISt. PA>IEMENT I f / r r ' / r;J'r fr � r J �• fr'r, 1 f � I AREAS 1JJ r ffr ,�� , r rrr f I I } BUILDINGS - 45,831 sci.ft- I i�' :� •`+'� fr'r , r 11 ------------ -t~ I ` ASI-IPALT - 42,226 scj.Ft ) s'� x r%f r r �y : i' r ! ~ * --, _ __ rr4 N�n�(e�r�nmvx By (includes fire access) �' ` j ,' r r - ' ' '-� L- r ' , 1 1 D.I. SIDEWALKS - 14,411 5c{.ft. € I I iJ 3 r . �'t 4 IIan a©aaa + I 15' HEIGHT � F�� J r • ra[TaIIn ennaa TOTAL - - --102,468 SQ-FT. = Ca 333 9 % 51yCPE Jr � � y3 p G a SETBACK 4_._�r � ! • Stu[ pF w�y�clpr I r '' f]iXII NOTE I r ---t SINCE IMPERVIOUSR IS UND x � •' Drawn 3y THE MASTER PLAN, IT W I!-x BE UNDr'R �- _ _ _ _ _ _ _ _ _ _ - - J i OUTLINE OF ' ( I -- -- -- f L L t F Che,k,d By FOR ALL PHASES 1 ! ! L - y.'-` j 'snarl i , A5` fI [ / 0113 I: LLL L L LLl. L _ PARKING Nember ' r +•,I.,L !_�_L I 1 i 1 i 1 C a �'� , t +�phashn _LLLL .LLL_LLL L LL LLLi.- !`LL L ! •' LLLLL ___ _ _ _ _ _ _ r M ,nl L.LL�Ls .. .. II�L4 to ti - _: ` _LLL I I I S_I ?..?...L( i i ,_ -( L, II II 7 I 1 rile cumber J f>/ _ O D 3 D q r LL___..__ T tt� THIS DRAWING IS FOR� I r. �`_ : � •. - _ L i - ,.-w_ �� ;�� e `n. � � 'a ; F-HA51NG ;' I '. ' LL` INFORMATIONAL PURPO4JE5ILY, sef . ~ Ir '' PLAN AS REQUESTED IN; THE 1 t • ��' if PRE -APPLICATION P OGESS- I � IL +f .�i�---t�.�=-`- -- ---------- - - - - ±. -` -- -- -------"---�? ri'---- - - - s5ee( True r i ^ �' L t. '::• LJfi� S -r _ _ �__ __ __ mpi rir C V� I I it7�� f 1 .01 r P I.Aloe YYLU-h fl-CA °� CLPPti d- ------------ BROWELEIT -77 MTOTIM AREA Al ft Rua Z. Al CHURCH 941 S. Dash Point Rd Federal Way, WA 98003 47 cm_.. xy \1 . ------------ / _----_----_ °=��ILm° �~°�v��^�� / G PHASE I CUP SITE PLAN � —_-----_--___—'-- ` ` r— � ` \ --' ` '.. / \~_"^~—| s'E� rrx>.c va+zcsw r`u PA.x1� orAL PAxnrI n TOAf , { l 3; TOT/i1 STALLS 113 TOTAL STI 25 TOTAL Si ALES J lS EGL'! AR STALLS 36 LO`4PACT STALLS P-icGPOSED 3b aLDAA 5T LL5 A-AASTALLS 6 ACCE551EY_E SAL! 5 71 G=GJLAR STALLS PROFGSSD 36 C PACT STALLS ALLd'ED / 36 CQ PALi STALLS FROY..S_D J 10] -CIL— STALLS —0 CSED b ACCESSieLE STALLS PROPOSED STA'< Sa S- C TO -AL FAF<'.V. INC!D R<I�G L:ITM SC�x! `F PAAED SC::OD_ PAFC1NG f • _ 163 — STALL5 3.1 TOT.11 STALLS • �/ �' r' G COMPACT 5TAudTA�6 19 C21 -CUL R 5T. 5 - A ACCE55�9_E $TA! ! 5 1O A.^.r5516LE YA! L5 ACA 6 F_!-ZA i29E ' /-V ?E.EN iA:aE 6 /% 1 _ !I. NIN"'L'", EOJIfL--JI / /` lY •i- ADD SEC— 57— Or,e LASS -OD 1�- / D / T�,(�J ,• / <ITC _A TO 5%!5T1` IS+O • ADEDI, 1 V A- F.- A.'D ! L\'YAP= SOJ7c— FA2C— A--/5 r i f < r? f, �• _ if %'• ?C l� yr - — BROWELEIT PETERSOR KAMMIR A¢CHITECT6 19631A96T1AYE EWEST LYNN ., WASHINGTDN 1-6 PH NLIr11J9lJ901 Auditorium addition for. J r Christ's CHURCH �I ram_ °L� 941 S. Dash Point Rd. I lSol y t"�'`-'+�� R _Xi �UILDIUG- k11i t - �r� _� u�' ~'- Federal Way, WA 98003 -71 Q .a.. P 1 _ '• / ; _ EXIST. C,it - •. ~� ,� I 2k�5: tASe— SH=7 IV :i'+>lut ` j. .� ! • E?t35i 1ACs S �l;l_pINC- - I� , � • i . �6[tiF1 = i j � a r �, r� I ' � � oee It f rE/ i• - '}��; -1 iI .YP: ,y .a ••'�'6"� '- __ ,n. ycw'.,1r_. r;e" +-•9 �. ••� •�, / VOL- i rr ?, •s der =: •F�� `` - _ ,. � :B _.- _. -r-•• � may- �, z1^ 1 /-IN PHASE 11 CUP SITE PLAN • -• - - - - Phase 2 CUP ' Site Plan �_- -- ..E: CU1.2 TRASH ENCLOSURE ELEVATIONS .a _ :A... - N ) EVk'SEE: 5 BEGNOC AT A POINT ON THE SOUTH LINE OF SAID ..SUM, NORTHWEST V4 DISTANT S0S`5S59'W 21009 FROM T1 E z Sl/4 SEC Se . 5V V fn L • SOUTHEAST COFC4EI2 FO SAID NORTHWEST V4: THENCE NM-2TE MM FEET TO THE TRUE P024T OF EEM�M TF� CoNTINUM NOVE23E 44221 FEET. MORE OR LES& L9,E 97 TO THE SOUTHEASTERLY RIGHT -WAY SECONDARY STATE HIGHWAY I-V MALTBY FVM[ , THENCE S55r4544-W ALONG SAID 33JTFEASTERLY RIGHT-OF-WAY L-DE 05.W FEET THEN10E 642Z3? 2W?'5 FEET:THENCE 19&W FEET MORE OR LESS TO THE NORTH LINE +' r tea �y�[j�`❑ Srffi2TW V4: OF T1-E SU-rrH MM FEET OF SAID NCRI'l-W&ST Tf&E POINT (IF 75ig FEET TO THE err, ? 1 =l E?tff,&. AND EG i BEGINNING AT A POINT ON THE SOUTH LINEOF SAID NORTHWEST V4 WHQCIi IS 5B9WffiM S9V 2FEET FROM THE SOUTHEAST CORNER OF SAID NORTHWST 1/4THENCE. NM523E 50P0 FEET TO THE TRUE POINT OF THENCE EEGR+&C OF THE TRACT HU" DESCREM Nmm imim FEE, THENct N4-ez37'W 2M75 FEET. K3;E OR LESS; TO THE SOUTHEASTERLY P13 LM OF SMMA!RY STATE HIGHK&Y I-V MAL-fT-OF-WAY TEY ROM SE MR SEC 5 VG= THIS SURVEYMCiFff-CF-WAY -WE THENCE SOOT � STER-Y ALONG SAID LINE TO THE NORTH LINE OF THE SOUTH -7 131?ffi E) MAR 19M 6affl FEET SAID NORTKOEST 1/4- THENCE PARALLEL WITH SAT) SOUTH LINE4kJZ0 FEET. MORE OR SE 5-21-4 SCALE: 800 Ft/In LESS TO THE TRUE P094T OF 13EG1N`!W z AND ElEGDl?ZC AT A POINT ON THE MJTH LINE OF THE NORTHWEST Vj%CF'ST /4 OF SECTION %2'EA 70"Hp 21 NjRTK4EAST. Wn FROM WUCI I POW THE SOUTHE iST cu;nit:R OF THE NORTHWEST 1/4 OF THE SaffHEAST'l/4 OF $�L7113N EEARS NlrWSTE ZOO FEE THENCE _u89v-3MW'5MM FEET TO THE SOUTHEASTERLY STATE HIOI-IWAY I-V. ...... RIGHT-CF-WAY 124E IF SECONDARY THENm ALONG A'78902 RACLS CURVE TO THE RIGHT AN r ARC EE,-aSTK<E:W &4% FEET THETHENCENM -ZM E 47714 F T- THENCE-STM-2YW MW FEET TO Ti-E POINT OF .33 a �4W 2B ALL Smj&,TE IN THE COUNTY OF Km STATE OF L --5n,76* M WASHW?:rOt4 R --81M' F- :.Cc L --547,99 0 R =FWBZ 0 T- u co y .C) SCALE: 50 Ft/in 125 NB9TZ35-W 75M gft'�)F- BEAR[NGS FIELD TRAV ERSE 475.04 LAMEERT"NQRTH ZONE TDPCON OTS-46 SUN OBSERVATION L_-EGEND . z ..... 0-sir F,E:RkM CAP SE� BM61 'MSb7 CDC KIN Nmw59'E--DEED) MARINE VIEW TERRACE VOL 61. PG 30 A EX.0ARAD.- LS L SE CDR SEC 5 RECORDERS CERTIFICATJO412299009 SURVEYOR'S CERTIFICATE BOUNDARY SURVEY 2220 S.28?TH ST FEDERAL WAY. iNA- 98003---' Fil:d.f r record LhL-C21 dag ur�- 1991 ctj�',2VM This map corructl�j rbpres ,c. n7Z�..� �;g mg.d. or .:u:, under my $SCLIon in cc L E0 M) .. n —y.. p.Q.#5RjlfP_ t the r.q.soL or requirements of the S.rveW Recording Act L the FOR OWN. BY DATE JOB Na".' 4394.:-" DENNIS L. LUND. request of Jq-w.QAfPl,6T.RX0%,j- WAY of 1994, CHRIST CHURCH AT FEDERAL WAY a-L NOV.---R-.19R4 in - REV. SCALE SHEET 1- = 5ff OF 1,, - C—Lifi—L. No. 16213 . MQ . r ........... S u p . L o . f .- Record NW 1/4 OF THE -SI/4 OF SEC- -!�-.T-��l N.R--�iEWM -..- K