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16-10500340k RXEIVEp MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`h Avenue South CITY OF OCT 13 Z016 Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 Federal WayCM OF FEDERAL WAY www.cit offederalwa .corn CDS APPLICATION NO(s) I o Project Name Federal Way Campus "95-Acre Short Plat" Date /a -13 -�6 Property Address/Location 32901 Weyerhaeuser Way South, Federal Way, WA 98001 Parcel Number(s) 162104-9056, 162104-9013, 162104-9030, 228500-0010 Project Description PLEASE PRINT Short Subdivision creating 5 lots and 1 tract. Please See Project Narrative for Details Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone Land Surface Modification Lot Line Elimination Preapplication Conference Process I (Director's Approval) Process II (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use x Short Subdivision Subdivision Variance: Commercial/Residential Required Information CP-01 Corporate Park Zoning Designation corporata Park Comprehensive Plan Designation Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): _Occupancy Type Construction Type Applicant Name: Tom Messmer c/o Federal Way Campus, LLC Address: 11100 Santa Monica Blvd, Suite 850 City/State: Los Angeles, CA Zip: 90025 Phone: 310-261-4382 Fax: Email: Industriairealtygroup.com Signature: Agent (if different than Applicant) Name: Eric LaBrle Address: 33400 8th Ave South, Suite 205 City/State: Federal Way, WA Zip: 98003 Phone: 253-838-6113 Fax: 253-345-5694 Email: eric.labrie@esmcivil.com Signature:�� Owner Name: Tom Messmer c/o Federal Way Campus, LLC Address: 11100 Santa Monica Blvd, Suite 850 City/State: Los Angeles, CA Zip: 90025 Phone: 310-261-4382 Fax: Email: tm @industrialrealtygroup,corn Signahi Bulletin #003 — January 1, 2011 Page I of 1 k:\Handoutsuvlaster Land Use Application IRG Industrial Realty/ Group, LLC October 3, 2016 VIA EMAIL Mr. Scott Sproul City of Federal Way 33400 8"' Avenue South Ste. 205 Federal Way, WA 98003 11100 Santa Monica Boulevard, Suite 850 Los Angeles, CA 90025 (310) 806-4434 RE: Tom Messmerl33663 Weyerhaellser Way, Federal Way, WA Dear Mr. Sproul: vwvw.industrialrealtygroup.com We are the owners of the property located at 33663 Weyerhaeuser Way, Federal Way, Washington. Please be advised that Tom Messmer works for Industrial Realty Group, LLC as Vice President. He has the authority to sign on behalf of Federal Way Campus, LLC in connection with the development of the property. Please contact us with any questions. Very truly yours, INDUSTRIAL REALTY GROUP, LLC By: iohtAMase, Chief Executive Officer S:UAMILICHTERXFederai Way, WA (Weyerhaeuser)\EnvironmentallMessmer Ltr.doex Los Angeles • New York • Sacramento • Chicago • Akron o Cleveland • Columbus o Cincinnati • Detroit MCCULLOUGH HILL LEAKY, PS October 13, 2016 VIA HAND DELIVERY Scott Sproul Acting Director / Building Official Department of Community Development City of Federal Way 33325 8th Ave. S. Federal Way, WA 98003 Re: Segregation Applications Former Weyerhaeuser Campus Dear Scott: We are writing on behalf of Federal Way Campus, LLC ("FWC"), owner of the former Weyerhaeuser campus (the "Property"). FWC is today submitting to the City certain applications relating to a portion of the Property, as follows: 1. Short plat application; 2. Binding Site Plan application; 3. Waiver of preapplication meeting. An attempt was made by FWC on October 11, 2016 to submit the short plat application, and the application was declined by the City. Representatives for FWC were informed by the City that a short plat could not be used to segregate the Property and that it would instead be necessary to submit a binding site plan application for that purpose. Our understanding of the applicable law is that FWC has a right to submit a short plat application in this case, and we are tendering this application for that purpose. The City has suggested that a binding site plan application should be submitted, and so FWC is doing so as an accommodation; but we do not believe that this application is required, and so it is submitted in protest. FWC does not waive any rights related to the short plat application by concurrently submitting a binding site plan application. The City has also suggested that a preapplication conference may be required for these applications. We disagree: preapplication conferences for short plats and binding site plans are optional under 701 Fifth Avenue • Suite 6600 • Seattle, Washington 98104 • 206.812.3388 • Fax 206.812.3389 • www.mhseattle.com October 13, 2016 Page 2 of 2 FWMC 18.30.020. But a waiver of preapplication meeting has been submitted for these applications. It has been submitted as an accommodation, and it is submitted in protest. We appreciate your attention to these applications. Please feel free to contact us if you have any questions regarding these applications. Sincerely, n C. McCullough JM:ldc cc: Federal Way Campus, LLC LAI .. m� � � • ,��..r��'r err ' vWho . a. ,, 41 -� ;0 KK,�i -.=�• - x r • •E Lpit's ;,, " --_ Trmll J 3 o J m aw a�L L Om O 0IL I to 0 ca ro ca 0 0 m � o .rl 1 _ S7-A LOT 3 JT 5 t?•'9 SCALE: 1 " = 300' O 150 300 PHOTO NUMBER AND LOCATION 1� PHOTO DIRECTION (�rl EUS WEYERHA ER WAY S —j LOT 4 TRACT A LLB U Q Ln 0) Z F a U ivi Lu Lu g L c c z jjj o_ N c V D m m O L a z . rn ao E F C oe j 0 n r VI Z co ❑C3.0 11 3 C 3 `v m Q 7 3 o Y c fiQi Z W O L Z ^ U IL 0 G 04 it �Tu.fri nOer WATE xT_Y Lakehaven Utility District - Development Engineering Section 31623 - 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 111E Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, water service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ® Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 1621> -9056-9030._-9013. 2285Ofl O0IQ Site Address: 32901 Wc-erhaeu,,f r Way 5 Lakgh�en GIS Grid: L-09 1 L-10 / M-09 Ex. Bldg. Area to Remain: UNKNOWN sf New Bldg. Area Proposed: UNKNOWN sf Applicant's Name: d r I Ca LLC WATER SYSTEM ir4F_0RmAr€IE 1. ® Water service(s) can be provided by service connection(s) to existing 6". 12" or 16„ diameter water mains that are approximately -1 + - feet from the site. 2. ® If additional fire hydrants are required by the fire marshal, water service for the site will require an improvement to Lakehaven's water distribution system of: ® a. 15+ - feet of J" diameter water main to reach the site; and/or ® b. The construction of a water distribution system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive water system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): Developer Extension ent reguired. 3. ® a. The existing water system Is in conformance with Lakehaven's Comprehensive Water System Plan. ❑ b. The existing water system is not in conformance with Lakehaven's Comprehensive Water System Plan and an Amendment to this Plan will be required. This may cause a delay In issuance of land use approvals or permits. 4. ® a. The subject property is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of water service outside of Lakehaven's water service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Water service Is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, for any modification to ex. services/meters or any new services/meters); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Water Service Connection a❑ l€cation required. for any modification to ex s rviceslmeters ar anv never services/meters. Comments/special conditions: Care all be taken to avoid gricroachmenton existing Water a[ or soci—ate d—e—as—e—m-ellLs. The nearest fire hydrants are approximately 0 to 15+/- feet from the Property (as shown on map on the back of this page). Fire Flow at no less than 20 psi available within the water distribution system is 2 500+ GPM (approximate) for two (2) hours or more. This flow figure depicts the theoretical performance of the water distribution system under high demand conditions. If more precise available fire flow figures are required or desired, Applicant can request Lakehaven perform a system hydraulic model analysis (separate from, or concurrent with, an application for Availability). Current/2016 cost for a hydraulic model analysis is $200.00. Fire flow rates greater than available in the existing distribution system may be accommodated through water distribution system improvements. Please contact Lakehaven for further detail. 578 Pressure Zone Est. Meter Elevation(s)-GIS: High 460+/-, Low 400+/- Est. Pressure Range at Meter(s) (psi): 48-83 I hereby certify that the above water system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN_ASBLJRY Title: DEVEL MENT INEE ING SUPERVISOR Signature: •' (� Date: — Federal Way Campus LLC wtr 162104Multiple.docx (8 /16) Page 1 of 2 Federal Way Campus LLC wtr 162104Multiple.docx (8/25/16) Page 2 of 2 " ILITY NIP' Lakehaven Utility District — Development Engineering Section 31623 — 1st Ave S * PO Box 4249 * Federal Way, WA 98063-4249 Telephone: 253-945-1581 or 253-945-1580 311E Email: DE@Lakehaven.org This certificate is intended to provide the applicant, land use agencies &/or public health departments with information necessary to evaluate development proposals. Lakehaven Utility District, at its sole discretion, reserves the right to delay, or deny, sewer service based upon capacity &/or supply limitations in Lakehaven's or Other Purveyor's system facilities. Proposed Land Use: ❑ Building Permit-SFR ❑ Building Permit-MFR ❑ Building Permit -Other ❑ Subdivision ® Short Subdivision ❑ Binding Site Plan ❑ Rezone ❑ Boundary Line Adjustment ❑ Other (specify/describe) Tax Parcel Number(s): 157104-9656. -903 . -9013. 22850.00010 Site Address: 32901 We erhacuser lh�a . S Lakehaven GIs Grid: L709 / L- 0 Ex. Bldg. Area to Remain: UNKNOWN sF New Bldg. Area Proposed: UNKNOWN sF Applicant's Name: Federal Way Campus, LLO SEWER SYSTEM RM TIO 1. ® Sewer service can be provided by service connection to an existing 24" or 30" diameter sewer trunk that is approximately 0 to 95+L-- feet from the site and the sewer system has the capacity to serve the proposed land use. 2. ® For parcels 1621049056 & 1621049030, sewer service for the site will require an improvement to Lakehaven's sanitary sewer system of: ® a. 225-F - to 4 0-P - feet of 8" or 12" diameter sewer main or trunk to reach the site; and/or ® b. The construction of a sanitary sewer collection system on the site; and/or ❑ c. A major portion of Lakehaven's comprehensive wastewater system plan would need to be implemented and/or constructed; and/or ® d. Other (describe): Develouer Extensionre ment r it d. 3. ® a. The existing sewer system is in conformance with Lakehaven's Comprehensive Wastewater System Plan. ❑ b. The existing sewer system is not in conformance with Lakehaven's Comprehensive Wastewater System Plan and an Amendment to this Flan will be required. This may cause a delay In issuance of land use approvals or permits. 4. ® a. The proposed site land use is within the corporate limits of Lakehaven Utility District, or has been granted Boundary Review Board approval for extension of sewer service outside of Lakehaven's sewer service area. ❑ b. Annexation or Boundary Review Board approval will be necessary to provide service. S. Sewer service is subject to: ® a. Payment of connection charges (to be determined by Lakehaven, for any modification to ex. service or any new service); ® b. Proof or reservation of easement(s) as required by Lakehaven; ® c. Other: Sewer Service Con tin Permit required, r any modification to ex. service pr anyew ry ce. Comments/special conditions: I hereby certify that the above sewer system information is true. This certification shall be valid for one (1) year from the date of signature. Name: BRIAN ASBU Title: QEVELQPMENT ENGINEERING 5UPERVES-0R Signature: 11 Date: 0 3'Z& Federal Way Campus LLC swr 162104Multiple.docx (8/5/16) Page 1 of 2 DTE_ lakehaven utirty District Sewer Certificate of Availability R neither warrants nor guirantees thr accuracy of any facility WGrFnation Parcels 962704 9065, -9030, 9073, 2286000010 provided. Facility locations and o© Boo conditions are subject to field l;IrTy l— verification_ Feet 10/3/2016 BIRO Federal Way Campus LLC swr 162104Multiple.docx (8/5/16) Page 2 of 2 Form No. 14 Guarantee No.: NCS-813236-WAl Subdivision Guarantee GUARANTEE Issued by First American Title Insurance Company 818 Stewart Street, Suite 800, Seattle, WA 98101 Title Officer.• Chantale A. Stiller Anderson Phone: (206)728-0400 FAX (206)448-6348 FirstAmenran Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) AMP* F � •1 4 •1• Guarantee No.: NCS-813236-WA1 Page No.: 1 First Amerkan Title Insurance Company National Commercial Services 818 Stewart Street, Suite 800, Seattle, WA 98101 (206)728-0400 - (800)526-7544 FAX (206)448-6348 Chantale A. Stiller -Anderson Terri Nugent (206)448-6286 (206)615-3041 cstiller@firstam.com tnugent@firstam.com THIRD SUBDIVISION GUARANTEE LIABILITY $ 2,000.00 ORDER NO.: NCS-813236-WAI FEE $ 750.00 TAX $ 72.00 YOUR REF.: KG Inv Federal Way First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Federal Way Campus LLC herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said properly. Dated: September 22, 2016 at 7:30 A.M. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: Federal Way Campus, LLC, a Delaware limited liability company Guarantee No.: NCS-813236-WAI Page No.: 2 B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any portion thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: PARCEL G (162104-9056-07): PORTIONS OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15 AND OF THE NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15, SAID POINT BEING A 2 INCH IRON PIPE FILLED WITH CONCRETE WITH A TACK, IN A CASE, PER THAT RECORD OF SURVEY RECORDED UNDER RECORDING NO. 97052290/3 IN KING COUNTY, WASHINGTON; THENCE ALONG THE WESTERLY LINE OF SAID SECTION SOUTH 00°41'47" WEST, 1520.70 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 88022'19" WEST 1491.17 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID EASTERLY MARGIN, SOUTH 16039'28" WEST 262.30 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTH 73-,020'32" WEST 25.00 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, SOUTH 16039'28" WEST 905.14 FEET TO THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16; THENCE ALONG SAID SOUTH LINE, SOUTH 88023'14" EAST 1819.12 FEET TO THE WESTERLY MARGIN OF 32ND AVENUE SOUTH (AKA WEYERHAEUSER WAY SOUTH); THENCE ALONG SAID WESTERLY MARGIN, NORTH 09°37'30" EAST 252.33 FEET TO A POINT OF CURVATURE; THENCE ALONG SAID WESTERLY MARGIN, NORTHEASTERLY 729.84 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1030.00 FEET THROUGH A CENTRAL ANGLE OF 40035'55" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 50013'25" EAST 275.46 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 94.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08005'51"; First American Titlelnsurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-813236-WA1 Page No.: 3 THENCE NORTH 89005'50" WEST 647.96 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002, RECORDED UNDER RECORDING NO. 9905129004) PARCEL H (162104-9013-09): GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; AND TOGETHER WITH THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EASTERLY MARGIN OF SR 5 (P.S.H. #1); EXCEPT THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET; AND EXCEPT BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE SOUTH 00053'59" WEST ALONG THE EAST LINE OF GOVERNMENT LOT 1 A DISTANCE OF 668.34 FEET TO THE MEANDER CORNER OF NORTH LAKE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG SAID EAST LINE 182 FEET TO A POINT ON THE SHORE LINE OF NORTH LAKE; THENCE NORTH 84020'12" WEST 120.42 FEET; THENCE NORTH 00053'59" EAST 140 FEET; THENCE SOUTH 89006'01" EAST 75 FEET; THENCE NORTH 00053'59" EAST 97 FEET; THENCE SOUTH 89006'01" EAST 45 FEET; THENCE SOUTH 00053'59" WEST 65 FEET TO THE POINT OF BEGINNING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH; AND EXCEPT THAT PORTION CONVEYED TO CITY OF FEDERAL WAY, A WASHINGTON CORPORATION BY DEED RECORDED SEPTEMBER 17, 2003 UNDER RECORDING NO. 20030917000738. PARCEL I (162104-9030-08): THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET OF GOVERNMENT LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON LYING WEST OF THE WEST LINE OF 32ND DRIVE SOUTH; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH. PARCEL Q (228500-0010-00): LOTS 1 THROUGH 6, INCLUSIVE, EICHHOLTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 68 OF PLATS, PAGE 71, IN KING COUNTY, WASHINGTON; AND LOTS 30 THROUGH 39, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 FirstAmerican Title ,insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-813236-WA1 Page No.: 4 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH VACATED 28TH AVENUE SOUTH WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH PORTION OF EXCESS RIGHT-OF-WAY SET FORTH IN DEED RECORDED UNDER RECORDING NUMBER 7303220472; EXCEPT SR 5 (P.S.H. #1); AND EXCEPT PORTION OF LOT 32, LYING WESTERLY OF THE WESTERLY MARGIN OF SR 5 (P.S.H. #1); AND EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809150862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) RECORD MATTERS: 1. General Taxes for the year 2016. Tax Account No.: 162104-9056-07 Amount Billed: $ 91,322.82 Amount Paid: $ 45,661.41 Amount Due: $ 45,661.41 Assessed Land Value: $ 6,275,200.00 Assessed Improvement Value: $ 0.00 (Affects Parcel G) 2. General Taxes for the year 2016. Tax Account No.: 162104-9013-09 Amount Billed: $ 689,796.09 Amount Paid: $ 344,898.05 Amount Due: $ 344,898.04 Assessed Land Value: $ 7,060,600.00 Assessed Improvement Value: $ 38,676,400.00 (Affects Parcel H) 3. General Taxes for the year 2016. Tax Account No.: 162104-9030-08 Amount Billed: $ 4,854.36 Amount Paid: $ 2,427.18 Amount Due: $ 2,427.18 Assessed Land Value: $ 326,700.00 Assessed Improvement Value: $ 0.00 (Affects Parcel I) 4. This item has been intentionally deleted. Guarantee No.: NCS-813236-WAl Page No.: 5 5. Potential charges, for the King County Sewage Treatment Capacity Charge, as authorized under RCW 35.58 and King County Code 28.84.050. Said charges could apply for any property that connected to the King County Sewer Service area on or after February 1, 1990. Note: Properties located in Snohomish County and Pierce County may be subject to the King County Sewage Treatment Capacity Charges. To verify charges contact: (206) 296-1450 or CapChargeEscrow@kingcounty.gov. 6. Facility Charges, if any, including but not limited to hook-up, or connection charges and latecomer charges for water or sewer facilities of Federal Way Water and Sewer District as disclosed by instrument recorded under recording no. 8905120210. None now due or payable. 7. Easement rights and maintenance agreements, if any, for utilities which may have been granted in vacated streets and alleys prior to the vacations. First American Title Insurance Company Form No. 14 Guarantee No.: NCS-813236-WAI Subdivision Guarantee (4-10-75) Page No.: 6 8. Easement, including terms and provisions contained therein: Recording Information: June 27, 1931 as 2678839 In Favor of: Puget Sound Power and Light Company, a Washington corporation For: Electric transmission and/or distribution system Affects: Parcel G 9. Provisions in King County Superior Court Cause No. 385515 filed June 25, 1947 fixing the level of North Lake. (Affects Parcel H) 10. Reservations contained in Deed from the State of Washington recorded under recording no. 4980400, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. The document specifically provides that, "No rights shall be exercised under this reservation by the State, its successors or assigns, until provision has been made by the State, it successors or assigns to pay the owner of the land upon which the rights herein reserved to the State, it successors or assigns, or sought to be exercised, full payment for all damages sustained by said owner, by reason of entering upon said land." (Affects Parcels H and I) 11. This item has been intentionally deleted. 12. Easement, including terms and provisions contained therein: Recording Information: August 13, 1963 as 5623093 In Favor of: Washington Natural Gas Company For: Pipelines Affects: Parcel I 13. Easement, including terms and provisions contained therein: Recording Information: September 22, 1969 as 65675.9.E In Favor of: Olympic Pipeline Company For: Transmission of petroleum products Affects: Parcels G, H and Q 14. 15. 16. In Favor of: Right to make necessary slopes for cuts or fills upon said premises for 32nd Drive South as granted by deed recorded September 15, 1978 under recording no. 7809150862. Easement, including terms and provisions contained therein: Recording Information: 8007080485 Water District No. 124, King County For: Water pipeline and lines Affects: all of said premises and other property Easement, including terms and provisions contained therein: FirstAmerican Title Insurance Company Form No. 14 Guarantee No.: NCS-813236-WAl Subdivision Guarantee (4-10-75) Page No.: 7 Recording Information: 8010140816 In Favor of: Lakehaven Sewer District For: Sewer mains Affects: Parcel G, H and I 17. The terms and provisions contained in the document entitled "Agreement' regarding construction of sewer facilities recorded February 18, 1994 as Instrument No. 9402182159 of Official Records. By and between Federal Way Water and Sewer District and Weyerhauser Company, Corporated. The lien created in Paragraph 26 of said agreement was released by instrument recorded under Recording No.9512261712. 18. The terms and provisions contained in the document entitled "City of Federal Way Ordinance No. 94-219" establishing zoning designation recorded October 26, 1994 as 9410260933 of Official Records. Document(s) declaring modifications thereof recorded May 13, 2003 as 20030513002214 of Official Records. 19. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the Boundary Line Adjustment No. BLA 99-0002 recorded under Recording No. 9905129004, in King County, Washington. (Affects Parcel G) 20. Easement, including terms and provisions contained therein: Recording Information: 19990903000827 In Favor of: Lakehaven Utility District For: Sewer facilities Affects: Parcel H 21. The terms and provisions contained in the document entitled "Bargain and Sale Deed" recorded February 9, 2016 as 20160209001433 of Official Records. 22. Deed of Trust and the terms and conditions thereof. Grantor/Trustor: Federal Way Campus, LLC, a Delaware limited liability company Grantee/Beneficiary: CPIF Lending, LLC, a Washington limited liability company Trustee: First American Title Insurance Company Amount: Recorded: Recording Information: Affects: $50,000,000.00 February 9, 2016 20160209001434 The land and other property. 23. A financing statement recorded February 9, 2016 as 20160209001435 of Official Records. Debtor: Federal Way Campus, LLC Secured party: CPIF Lending, LLC FirstAmerican Title Insurance Company Form No. 14 Guarantee No.: NCS-813236-WAl Subdivision Guarantee (4-10-75) Page No.: 8 Affects: The land and other property. 24. Rights of the general public to the unrestricted use of all the waters of a navigable body of water not only for the primary purpose of navigation, but also for corollary purposes; including (but not limited to) fishing, boating, bathing, swimming, water skiing and other related recreational purposes, as those waters may affect the tidelands, shorelands or adjoining uplands and whether the level of the water has been raised naturally or artificially to a maintained or fluctuating level, all as further defined by the decisional law of this state. (Affects all of the premises subject to such submergence) (Affects Parcel H) 25. Such rights and easements for navigation and fishery which may exist over that portion of said land lying beneath the waters of North Lake. (Affects Parcel H) 26. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 27. General Taxes for the year 2016. Tax Account No.: 228500-0010-00 Amount Billed: $ 65,640.63 Amount Paid: $ 32,820.32 Amount Due: $ 32,820.31 Assessed Land Value: $ 4,510,400.00 Assessed Improvement Value: $ 0.00 (Affects Parcel Q) 28. Landscape areas as disclosed on King County Assessor's Map. (Affects Parcel Q) 29. Restrictions, conditions, dedications, notes, easements and provisions, if any, as contained and/or delineated on the face of the State Plat in Section 16, Township 21N, R. 4E recorded in Volume 41 of Plats at Page 30, in King County, Washington. (Affects Parcel Q) 30. Reservations contained in Deed from the State of Washington recorded under recording no. 4045871, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 31 of State Plat) FirstAmerican Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-813236-WA1 Page No.: 9 31. Reservations contained in Deed from the State of Washington recorded under recording no. 4381073, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 32 of State Plat) 32. Reservations contained in Deed from the State of Washington recorded under recording no. 4381075, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 33 of State Plat) 33. Relinquishment to all existing and future rights to light, view and air, together with the rights of access to and from the State Highway constructed on lands conveyed in Deed to the State of Washington: Recorded: December 29, 1958 Recording No.: 4980491 (Affects Parcel Q-Tract 32 of State Plat) 34. Reservations contained in Deed from the State of Washington recorded under recording no. 5020234, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 38 of State Plat) 35. Reservations contained in Deed from the State of Washington recorded under recording no. 5073868, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tracct 30 of State Plat) 36. Reservations contained in Deed from the State of Washington recorded under recording no. 5204267, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 36 of State Plat) 37. Reservations contained in Deed from the State of Washington recorded under recording no. 5208159, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 34 of State Plat) First American Title Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) Guarantee No.: NCS-813236-WA1 Page No.: 10 38. Reservations contained in Deed from the State of Washington recorded under recording no. 5628306, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 39 of State Plat) 39. Easement, including terms and provisions contained therein: Recording Information: June 2, 1964 as 5_743180 In Favor of: Olympic Pipe Line Company For: Pipelines Affects: Parcel Q 40. Easement, including terms and provisions contained therein: Recording Information: July 23, 1964 as 5765326 In Favor of: Olympic Pipe Line Company For: Pipelines Affects: Parcel Q 41. Easement, including terms and provisions contained therein: Recording Information: July 23, 1964 as 5765327 In Favor of: Olympic Pipe Line Company For: Pipelines Affects: Parcel Q 42. Easement, including terms and provisions contained therein: Recording Information: September 11, 1964 as 5785334 In Favor of: Olympic Pipe Line Company For: Pipelines Affects: Parcel Q 43. Reservations contained in Deed from the State of Washington recorded under recording no. 5907660, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 35 of State Plat) 44. Reservations contained in Deed from the State of Washington recorded under recording no. 5907661, reserving all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same. (Affects Parcel Q-Tract 37 of State Plat) 45. Easement, including terms and provisions contained therein: Recording Information: February 25, 1969 as 6475093 In Favor of: King County FirstAmerican Tit/e Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) For: Slopes Affects: Parcel Q 46. Easement, including terms and provisions contained therein: Recording Date: April 8, 1971 Recording Information: 7104080368 In Favor of: King County Water District No. 100 For: Water mains Affects: Parcel Q 47. Easement, including terms and provisions contained therein: Recording Information: 7104080369 In Favor of: King County Water District No. 100 For: Water mains Affects: Parcel Q 48. Covenants, conditions, restrictions and/or easements: Recorded: March 22, 1973 Recording No.: 7303220472 (Affects Parcel Q) 49. Easement, including terms and provisions contained therein: Recording Information: 8010140815 In Favor of: Lakehaven Sewer District For: Sewer mains Affects: Parcel Q Guarantee No.: NCS-813236-WAI Page No.: 11 50. Easement, including terms and provisions contained therein: Recording Information: 8406060941 In Favor of: King County For: Slopes Affects: parcels bordering South 336th Street and 32nd Drive South in Sections 16 and 21-Parcel Q 51. Easement, including terms and provisions contained therein: Recording Information: 9512140223 and 9512140224 In Favor of: Lakehaven Utility District For: Sewers Affects: Parcel Q 52. Easement, including terms and provisions contained therein: Recording Date: September 17, 2003 Recording Information: 20030917000844 In Favor of: City of Federal Way For: Surface water facilities Affects: Parcel Q FirstAmerican Title.Insurance Company Form No. 14 Subdivision Guarantee (4-1a75) Guarantee No.: NCS-613236-WAl Page No.: 12 53. Easement, including terms and provisions contained therein: Recording Date: April 5, 1971 Recording Information: 7104050459 In Favor of: Lakehaven Sewer District For: Sewer Affects: Parcel Q FirstAmencan rMe Insurance Company Form No. 14 Subdivision Guarantee (4-10-75) INFORMATIONAL NOTES Guarantee No.: NCS-813236-WA3 Page No.: 13 A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. FirstAmerican Title Insurance Company Form No. 14 Guarantee No.: NCS-813236-WA1 Subdivision Guarantee (4-10-75) Page No.: 14 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters exduded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or outer matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agrer:d to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the Invalidity or potential invalidity of any judicial or non•judcoal proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in this Guarantee. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land": the land described or referred W In this Guarantee, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in this Guarantee, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause loss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all [lability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any aeon or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company s Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to Institute and prosecute any action or proceeding, Interpose a defense, as limited In (b), or to do any other act which In Its opinion may be necessary or desirable to establish the title to the estate or Interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not I shall be liable hereunder, and shall not thereby concede liability or waive any provsiort of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of dny other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a ceurt of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide far the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company Is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. S. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and swom to by the Assured shall be furnished to the Company within ninety (130) days after the Assured shall ascertain the fads giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of ions or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, Inspection and copying, at such reasonable times and places as may be designated by any authored representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether hearing a date before or after Date of Guarantee, which reasonably pertain to the low or damage. Further, if requested by any authorized representative of the Company, the Assurers shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda In the custody or control of a thlyd party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, ft is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information ar grant permission to secure reasonably necessary Information from third parties as required In the above paragraph, unless prohibited by law or govemmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Forth No. 1282 (Rev. 12/15/95) First American Title Insurance Company 6, options to Pay or Otherwise Settle Claims. Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any clam which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, If this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said Indebtedness, the owner of such Indebtedness shall transfer and assign said Indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exerdse by the Company of the option provided for In Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than W make the payment required In that paragraph, shall terminate, Including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised as options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or In the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' frees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required In that paragraph, shall terminate, Including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or Incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth In this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated In this Guarantee; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. a. Limitation of inability. ta) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter, Assured against by this Guarantee In a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, It shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) in the event of any litigation by the Company or with the Company's consent, the Company shall have no llablllty, for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. (c) The Company shall not 6e liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attorneys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro Canto. Sd. Payment of loss. (a) No payment shall be made witihout producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be fumished to the satisfaction of the Company. (b) When liability and the extent of lass or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest In the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or properly In respect to the claim had this Guarantee not been Issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order 0 perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle In the name of the Assured and to use the name of the Assured In any transaction or lltigatlon involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered Its principal, Interest, and costs of collection. 12. Arbitration. Unless prohibited by applicabfe law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of liability Is $1,D00,00Q or less shall be arbitrated at the option of either the Company or the Assured, All arbitrable matters when the amount of liability Is In excess of $1,Dt70,000 shall be arbltrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee, Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. in Interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any claim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent All notices required to be given the Company and any statement in writing required to be furnished the Company shall Include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA, 42707. Form No. 1282 (Rev. 12115/95) First American Title Insurance Company NSULTING ENGINEE Q; e V 5 MN October 11, 2016 Job No. 1886-001-016-0010 Mr. Scott Sproul City of Federal Way 33325 8th Ave S Federal Way, WA 98003 RE: Federal Way Campus, "95-Aere Short Subdivision" Dear Mr. Sproul: On behalf of Federal Way Campus, LLC, ESM Consulting Engineers, LLC is submitting a Short Plat application for review and processing by the City of Federal Way. The following items are included in this submittal, as outlined in the City's Short Subdivision Submittal Requirements (Bulletin #010, dated July 20, 2015): 1. Master Land Use Application; 2. Check to the amount of $10,306.50 (Short Subdivision $2,422.00 + Traffic Concurrency 500+ Trips $6,915.50 + SEPA Review $969.00); 3. Concurrency Application; 4. Computation Sheet (2 copies); 5. Title Report (2 copies); 6. Certificate of Water and Sewer Availability (2 copies); 7. Site Photographs referenced on a site plan; 8. Preliminary TIR (2 copies); 9. Critical Areas Report (2 copies); 10. Full Size Prints of Short Plat Drawings (7 copies); 11. Reduced 8.5" x 11" short plat drawing; 12. Preliminary Engineering Drawings (6 copies); 13. Preliminary Clearing and Grading & TreeNegetation Retention Plan (6 copies); 14. SEPA Checklist (6 copies). 15. CD containing above mentioned application materials. We understand these materials comprise a complete application and look forward to receiving confirmation from the City. The proposed Short Plat is located on the northern portion of the CP-1-zoned property on the former Weyerhaeuser Campus. The site lies generally east of Interstate 5, north of the former Weyerhaeuser Headquarters Building, and west of North Lake, in the City of Federal Way. The short plat includes King County parcel numbers 162104-9056, 162104-9013, 162104-9030 and 228500-0010, which encompass approximately 120 acres of land. ESM Federal Way ESM Everett Civil Engineering Land Planning 33400 8th Ave S, Ste 205 1010 SE Everett Mall Way, Ste 210 Land Surveying Landscape Architecture Federal Way, WA 98003 Everett, WA 98208 253.838.6113tel 425.297.9900tel 3D Laser Scanning GIS 800.345.5694 toll free 800.345.5694 toll free www.esmcivil.com 253.838.7104 fax 425.297.9901 fax Mr. Scott Sproul October 11, 2016 Page 2 Existing uses on these parcels include the Weyerhaeuser Technology Center, passive and active private recreation spaces, access and parking areas, and stormwater facilities. The goal of the Short Plat is to subdivide the existing parcels to better respect the existing rights -of -way, and to provide the necessary parcel configuration for the necessary infrastructure, parking, and storm water facilities for redevelopment of this site. In doing so, this short subdivision proposes a total of 5 lots and 1 tract. This proposal is in conformance with the Concomitant Agreement made by and between the City of Federal Way and Weyerhaeuser Company on August 23, 1994, as well as the applicable portions of the 1994 Federal Way Code that was in effect at that time. In brief, the Short Plat depicts a total development of 1,066,900 sf of new warehouse space in three new buildings (including ancillary office space of about 10%), along with 776 vehicle parking stalls and another 154 trailer parking stalls. This development is in addition to the existing Weyerhaeuser Technology Center, which will remain; however, the existing parking lots serving the building will be consolidated, providing a total of 1,085 vehicle parking stalls relocated to be in closer proximity to the Technology Center building. The following table breaks down the existing and proposed development by lot: Area (ac) Bldg Sizes General Use Parking Trailers Lot 1 50.9 721,000 sf Warehouse 378 stalls 122 stalls Lot 2 22.3 235,346 sf Existing Tech Center 1,085 stalls Lot 3 26.2 72,900 sf 273,000 sf Two Warehouses 398 stalls 32 stalls Lot 4 13.7 0 sf Future Dvmt./O en Space Lot 5 f 6.0 0 sf Future Dvmt./Open Space Tract A 19.5 0 sf Open S ace We look forward to working with you on this project and are available to discuss the project in more detail at your convenience. Should you have any questions, or require additional information to deem this application to be complete for processing, please contact me immediately at 253-838-6113. Sincerely, ESM CONSULTING ENGINEERS, LLC. ERIC G. LaBRIE, AICP President Enclosed: As Noted CC: Tom Messmer, Federal Way Campus, LLC Jack McCullough, McCullough Hill Leary, PS Ilesm8lengrlesm-jobsO886=1 V 6-00101documentlletter-001.docx EXISTING CONDITIONS REPORT -120-ACRE SITE FEDERAL WAY CAMPUS, LLC FEDERAL WAY, WASHINGTON Prepared For. Tom Messmer Federal Way Campus, LLC 8847 Imperial Highway, Suite H Downey, CA 90242 Prepared By. TALASAEA CONSULTANTS, INC. Woodinville, Washington 10 October 2016 Existing Conditions Report —120-Acre Site Federal Way Campus, LLC Federal Way, Washington Prepared For., Tom Messmer Federal Way Campus, LLC 8847 Imperial Highway, Suite H Downey, CA 90242 Prepared By., Talasaea Consultants, Inc. 150250 Bear Creek Road NE Woodinville, Washington 98077 10 October 2016 Federal Way Campus, LLC 120-Acre Site EXECUTIVE SUMMARY PROJECT NAME: Federal Way Campus, LLC Site PROJECT SITE Existing Conditions Re LOCATION: The approximate address for the Site is 32901 Weyerhaeuser Way South in the City of Federal Way, Washington. The project will take place on six parcels (King County Parcel numbers 1621049056, 1621049013, 1621049030. 2286000010, 7978200420, and 787820UNKN). The Public Land Survey System location of the Site is Section 21, Township 21 North, Range 4 East, Willamette Meridian. CLIENT: Tom Messmer, Vice President, Federal Way Campus, LLC PROJECT STAFF: Bill Shiels, Principal; Jennifer Marriott, Senior Ecologist; David Teesdale, Senior Ecologist; Richard Tveten, Senior Ecologist; and Kristen Numate, Ecologist. FIELD SURVEY: Site evaluations and wetland delineations were performed on multiple days from December 2015 through April 2016. DETERMINATION: Sixty-seven (67) wetlands were identified on or adjacent to the project site. These wetlands rated as either Category III or IV wetlands based on the Wetland Rating System for Western Washington (2014). One stream is located on the Site, which originates from the stormwater pond discharge, flows under South 336th St, and then converges with the perennial stream discharge from North Lake. No lakes or ponds were identified on the Site. North Lake occurs approximately 300 feet or more east of the Site. Weyerhaeuser Pond is located approximately 350 feet or more south of the Site. HYDROLOGY: Hydrology for the onsite wetlands is supported, for the most part, by seasonal precipitation and interception of surface water flow, as well as groundwater to a lesser extent. SOILS: The NRCS maps one type of soil over the majority of the Site, Alderwood gravelly sandy loam, 0 to 8 percent slopes. A small area in the northwest corner is mapped as Alderwood gravelly sandy loam, 8-15% slopes. The National Technical Committee on Hydric Soils does not include Alderwood gravelly sandy loam as a hydric soil. VEGETATION: The Site is mix of developed areas, conifer and deciduous mixed forests, and an open field. Typical native species present within the forested areas include Douglas fir, western red cedar, big leaf maple, red alder, black cottonwood, salmonberry, vine maple, sword fern, and other native herbaceous and shrub species. Several non-native species of tree are present throughout the property, including several species of eastern oak and European ash. Typical vegetation within the wetlands includes salmonberry and hardhack with limited amounts of sedges and rushes. 10 October 2016 Copyright© 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page i Federal Way Campus, LLC 120-Acre Site Existing Conditions Report TABLE OF CONTENTS Executive Summary .... Tableof Contents............................................................................................................III Listof Figures.................................................................................................................. v Listof Appendices........................................................................................................... v Chapter1. Introduction................................................................................................1 1.1 Purpose of Report ...............................................................................1 1.2 Statement of Accuracy........................................................................1 1.3 Qualifications.......................................................................................1 Chapter 2. Property Description.................................................................................. 2 2.1 Property Location................................................................................ 2 2.2 Existing Site Development................................................................... 2 Chapter3. Methodology.............................................................................................. 2 3.1 Background Data Reviewed................................................................ 3 3.2 Field Investigation...............................................................................3 Chapter4. Results....................................................................................................... 4 4.1 Analysis of Existing Information...........................................................4 4.1.1 USGS Quadrangle..............................................................................4 4.1.2 National Wetland Inventory ................................................................. 4 4.1.3 Natural Resources Conservation Service ............................................ 4 4.1.4 King County GIS Database................................................................. 4 4.2 Analysis of Existing Conditions — Wetlands ......................................... 5 4.2.1 Wetlands AE, AF and AH.................................................................... 6 4.2.2 Wetland AG......................................................................................... 6 4.2.3 Wetlands Al, AJ, AL, AM, AO, AR, AS, BS (South), KA, KB, KC, KD KE, KF, KG, KH, KI, KJ, KK, KL, KM, KN, KO, KP, KQ, KR, KS, KT, KU, KV, KW and KX............................................................................ 6 4.2.4 Wetlands AV and AW.......................................................................... 7 4.2.5 Wetlands AX and AY........................................................................... 7 4.2.6 Wetlands AZ........................................................................................ 7 4.2.7 Wetland BR......................................................................................... 7 4.2.8 Wetland BS (North)............................................................................. 8 4.2.9 Wetland DE......................................................................................... 8 4.2.10 Wetlands DB, DF, DG, DH, DI, DJ, DO ............................................... 8 4.2.11 Wetland DK, DL, DM, and DN............................................................. 8 4.2.12 Wetland El ........................................................................................... 9 4.2.13 Wetlands EJ, EK, EL, EM.................................................................... 9 4.2.14 Wetland FA.......................................................................................... 9 4.2.15 Wetland FB.......................................................................................... 9 4.2.16 Wetland FD....................................................................................... 10 4.2.17 Wetland FE........................................................................................ 10 4.2.18 Wetland FF........................................................................................ 10 4.2.19 Wetland GB (North)...........................................................................10 4.2.20 Wetland IA......................................................................................... 11 4.3 Analysis of Existing Conditions — Streams........................................ 11 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page ii Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 4.4 Analysis of Existing Conditions — Other Features..............................11 Chapter 5. Regulatory Review...................................................................................12 5.1 Federal and State Regulations..........................................................1 2 5.2 City of Federal Way Zoning Code.....................................................12 Chapter6. Summary .................................................................................................12 Chapter7. References.............................................................................................. 13 LIST OF FIGURES Figure 1 — Vicinity Map and Driving Directions Figure 2 — Site Parcel Map Figure 3 — USFWS National Wetlands Inventory Map Figure 4 — NRCS Soils Map Figure 5 — Existing Conditions Map Figures occur at the end of the report. APPENDICES Appendix A: Wetland Determination Data Forms, Talasaea Consultants, 2016 Appendix B: Feature Summary Table, Talasaea Consultants, 2016 Appendix C: Wetland Rating Forms, Washington State Department of Ecology Wetland Rating System for Western Washington, Version 2 (2004, revised in 2008), Talasaea Consultants, 2016 Appendix D: Photodocument 10 October 2016 Copyright© 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page iii Federal Way Campus, LLC 120-Acre Site Existing Conditions Report CHAPTER 1.INTRODUCTION 1.1 Purpose of Report This report is the result of an existing conditions study for a 120-acre project area that is a part of the Federal Way Campus, LLC property (referred to hereinafter as the "Site"). The Site is located in Federal Way, Washington (Figure 1) The Site is a portion of six parcels (King County tax parcel numbers 1621049056, 1621049013, 1621049030, 2285000010, 7978200420, and 787820UNKN) (Figure 2). This report has been prepared to comply with the requirements of Federal Way Revised Code (FWRC) Chapter 19.145.080 — Critical area report to summarize the existing conditions of the Site. No site development impacts or mitigation are included within this report. This report will provide and describe the following information: ■ General property description; • Methodology for critical areas investigation; • Results of critical areas background review and field investigation; • Existing site conditions; and • Regulatory review. 1.2 Statement of Accuracy Stream and wetland characterizations and ratings were conducted by trained professionals at Talasaea Consultants, Inc., and adhered to the protocols, guidelines, and generally accepted industry standards available at the time the work was performed. The conclusions in this report are based on the results of analyses performed by Talasaea Consultants and represent our best professional judgment. To that extent and within the limitation of project scope and budget, we believe the information provided herein is accurate and true to the best of our knowledge. Talasaea does not warrant any assumptions or conclusions not expressly made in this report, or based on information or analyses other than what is included herein. 1.3 Qualifications Field investigations and evaluations were conducted by Bill Shiels, Principal; Jennifer Marriott, PWS, Senior Ecologist; David R. Teesdale, PWS, Senior Wetland Ecologist; Richard Tveten, Senior Ecologist; and Kristen Numata, Ecologist. Bill Shiels has a Bachelor's Degree in Biology from Central Washington University and a Master's Degree in Biological Oceanography from the University of Alaska. He has over 35 years of experience in wetland delineations and mitigations. Jennifer Marriott has a Bachelor's Degree and a Master's Degree in Biology from University of Central Florida, and a second Master's Degree in Soil and Environmental Science from the University of Florida. She has over 13 years of experience in wetland delineations and environmental permitting. David Teesdale has a Bachelor's Degree in Biology from Grinnell College, Iowa, and a Master's Degree in Ecology from Illinois State University. He has 15 years of experience in wetland delineations and biological evaluations. Richard Tveten has a Bachelor of Science and Master of Science in Biology from 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 1 Federal Wav Campus, LLC 120-Acre Site Existing Conditions Report Western Washington University with a focus on terrestrial ecology and fire ecology, respectively. Richard has worked for the public and private sectors for 20 years in wetlands, water quality, and forest management. Kristen Numata has a Bachelor's Degree in Biology and Environmental Science from Santa Clara University. CHAPTER 2. PROPERTY DESCRIPTION 2.1 Property Location The Site is a combination of portions of five parcels currently owned by Federal Way Campus, LLC. The approximate address is 32901 Weyerhaeuser Way South in the City of Federal Way, Washington. The Site is approximately 120 acres in size. The remainder of the associated parcels under Federal Way Campus, LLC ownership are not a part of this project. The Public Land Survey System location of the Site is Section 16, Township 21 North, Range 4 East, Willamette Meridian. The topography of the site is gently sloping downhill from the north to the south. The Site is bound to the east by Weyerhaeuser Way South, S 336th Street to the south, and Interstate 5 abuts the western side of the Site. An office park is located north of the Site, though 2 of the parcels abutting the Site are currently vacant (and also owned by Federal Way Campus, LLC). The previous Weyerhaeuser headquarters building is located to the south of the Site across from Weyerhaeuser Pond. 2.2 Existing Site Development The Site is currently developed with the Weyerhaeuser tech center and the associated infrastructure. Six parking lots, paved roads, access roads and a private trail system surround the building and adjacent forested area. One stormwater pond collects runoff southwest from the tech center and discharges south into an artificial channel before ultimately discharging into the Weyerhaeuser pond. An open field is located in the southwest corner of the Site. CHAPTER 3.METHODOLOGY The critical areas analysis of the Site involved a two-part effort. The first part consisted of a preliminary assessment of the Site and the immediate surrounding area using published environmental information. This information includes: 1) Wetland and soils information from resource agencies; 2) Critical Areas information from King County and the City of Federal Way; 3) Orthophotography and LIDAR imagery; and, 4) Relevant studies completed or ongoing in the vicinity of the Site. The second part consisted of site investigations where direct observations and measurements of existing environmental conditions were made. Observations included plant communities, soils, hydrology, and stream conditions. This information was used to help characterize the site and define the limits of critical areas onsite and offsite for regulatory purposes (see Section 3.2 — Field Investigation below). 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 2 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 3.1 Background Data Reviewed Background information from the following sources was reviewed prior to field investigations: • US Fish and Wildlife Service (USFWS), Wetlands Online Mapper (National Wetlands Inventory) (U.S. Fish and Wildlife Service, 2016) (www.wetlandsfws.er.usgs.gov/wtlnds/launch.htmi); • Natural Resources Conservation Service, Web Soil Survey (Natural Resources Conservation Service, 2016)(w—.websoilsurvey.nrcs.usda.gov/app/); • King County GIS Database (King County, 2016); • Orthophotography from USDA's National Agricultural Imagery Program (NAIP 2016), Earth Explorer (USGS), and Google Earth. • Washington Department of Fish and Wildlife Priority Habitat and Species (PHS) Mapper; • USFWS listed species data; and National Marine Fisheries Service (NMFS). 3.2 Field Investigation Talasaea Consultants originally evaluated the Site as part of a larger effort for Federal Way Campus, LLC beginning in December 2015. Talasaea re -verified the wetland boundaries in April 2016 once water levels returned to a normal state after the extremely high rains of December 2015. Our wetland delineation utilized the routine approach described in the Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountain, Valleys, and Coast Regions (U.S. Army Corps of Engineers 2010). Plant species were identified according to the taxonomy of Hitchcock and Cronquist (Hitchcock, et al. 1969). Taxonomic names were updated and plant wetland status was assigned according to North American Digital Flora: National Wetland Plant List, Version 2.4.0 (Lichvar, et al. 2012). Wetland classes were determined with the U.S. Fish and Wildlife Service's system of wetland classification (Cowardin, et al. 1979). Vegetation was considered hydrophytic if greater than 50% of the dominant plant species had a wetland indicator status of facultative or wetter (i.e., facultative, facultative wetland, or obligate wetland). Wetland hydrology was determined based on the presence of hydrologic indicators listed in the Corps' Regional Supplement. These indicators are separated into Primary Indicators and Secondary Indicators. To confirm the presence of wetland hydrology, one Primary Indicator or two Secondary Indicators must be demonstrated. Indicators of wetland hydrology may include, but are not necessarily limited to: drainage patterns, drift lines, sediment deposition, watermarks, stream gauge data and flood predictions, historical records, visual observation of saturated soils, and visual observation of inundation. Soils on the site were considered hydric if one or more of the hydric soil indicators listed in the Corps Regional Supplement were present. Indicators include presence of organic 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 3 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report soils, reduced, depleted, or gleyed soils, or redoximorphic features in association with reduced soils. An evaluation of patterns of vegetation, soil, and hydrology was made along the interface of wetland and upland. Wetland boundary points were then determined from this information and marked with wire flags or surveyors tape. Appendix A contains data forms prepared by Talasaea for representative locations in both upland and wetland locations. These data forms document the vegetation, soils, and hydrology information that aided in the wetland boundary determination. CHAPTER 4.RESULTS This section describes the results of our in-house research and field investigations. For the purpose of this report, the term "vicinity" describes an area within 300 feet of the Site. 4.1 Analysis of Existing Information The following sources provided information on site conditions based on data compiled from resource agencies and local government. 4.1.1 USGS Quadrangle The Project Site occurs on the Poverty Bay quadrangle. No features are mapped on the property, however, the quad map indicates North Lake and Weyerhaeuser Pond in close proximity to the Site to the east and south, respectively. Wetlands are shown along the north shoreline of North Lake. No stream features are indicated on this map. 4.1.2 National Wetland Inventory The National Wetland Inventory maps a large wetland complex along the north shoreline of North Lake (Figure 3). The mapped wetlands are a Palustrine Scrub- Shrub/Palustrine Emergent, seasonally flooded (PSS/EMC), a Palustrine Emergent/Palustrine Scrub -Shrub, semi -permanently flooded (PEM/SSF), and a Lacustrine, Littoral, Aquatic Bed, Permanently Flooded (L2ABH) wetland that correlates to North Lake. One stream is mapped along the southern edge of the property flowing westbound. No wetlands are mapped within the Site. 4.1.3 Natural Resources Conservation Service The NRCS maps one type of soil over the majority of the Site, Alderwood gravelly sandy loam, 0 to 8 percent slopes (Figure 4). Alderwood gravelly sandy loam, 8-15% slopes is mapped over a small area in the northwest corner of the Site. The National Technical Committee on Hydric Soils does not include Alderwood gravelly sandy loam as a hydric soil. 4.1.4 King County GIS Database King County does not map any critical areas on the Site, but both North Lake and Weyerhaeuser Pond are mapped as wetland units. One 2S stream is indicated as connecting North Lake and Weyerhaeuser Pond. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 4 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 4.2 Analysis of Existing Conditions — Wetlands The Site currently is developed with the former Weyerhaeuser Tech Center and associated infrastructure. The buildings and infrastructure were constructed in 1978. Roughly half of the Site contains conifer/deciduous mixed forests, though the forested areas are separated by the roads and broadly -spaced parking configuration. The remaining roughly half of the Site is split between maintained open field and the existing facilities and infrastructure. The stormwater pond onsite collects runoff from approximately 2/3 of the development, and conveys the treated water downstream through a man-made channel. The channel flows southward to its confluence with a perennial stream that connects North Lake to the Weyerhaeuser Pond. Much of this area is underlain by glacial till. This dense material frequently possesses inclusions consistent with redoximorphic features except they lack the diffuse boundaries characteristic of active wetland hydrology. This material is also very difficult to dig through for complete soil profiling. In addition, a number of non-native species of trees occur along the existing gravel roads, having been planted over the years. A large area immediately west and southwest of the Tech Center was completely cleared of the native conifers sometime between 1980 and 1990, and replanted primarily with European ash trees. This area has since regrown with the European ash being dominant is some areas, and the remainder dominated by a combination of black cottonwood and red alder with scattered Western red cedar. These areas coincide with the location of many of the delineated wetlands, which are small depressions in the landscape that are likely residual from the clearcutting effort of the 1980s. Talasaea Consultants performed an initial delineation of on -site wetlands beginning in December 2015. Talasaea re -verified the wetland boundaries in April 2016 as the initial delineations were completed after several atypically high rainfall events. Sixty-seven wetlands were identified on the Site (Figure 5). Of these identified wetlands, 38 are palustrine emergent wetlands, 17 are palustrine scrub -shrub wetlands, and 12 are palustrine forested wetlands. One man-made stream connects the stormwater pond to Weyerhaeuser Pond to the south. Several ditch -outs and old log skid trails occur through the western woods on - site that hold water during the winter but neither convey water nor meet the wetland definition. The wetland labels are non -sequential as the wetlands were delineated as part of a larger effort. Wetlands in Federal Way outside of the Shoreline Management Zone are regulated under Federal Way Revised Code (FWRC) 19.145. A complete table outlining the wetland classification, size, and other information of all the on -site wetlands can be found in Appendix B. General descriptions can be found below. Wetlands were rated using the 2014 Washington State Wetlands Rating System for Western Washington handbook, with datasheets presented in Appendix C. Photographs of typical conditions within the wetlands, including typical uplands and access roads, are included within Appendix D. 10 October 2016 Copyright© 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 5 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 4.2.1 Wetlands AE, AF and AH Wetlands AE, AF, and AH are small, depressional palustrine emergent wetlands located south of the stormwater pond. Hydrology is provided seasonally by the stormwater pond through surface water and groundwater leakage from the pond, which collects runoff from the entire Weyerhaeuser Tech Center. Typical vegetation includes sedges and rushes, such as soft rush and slough sedge. These wetlands rated as Category III wetlands with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.2 Wetland AG Wetland AG is a palustrine forested/scrub-shrub wetland located around the stormwater pond. This wetland occurs at the toe of the slope of the berm surrounding the stormwater pond, and it is likely that hydrology comes from groundwater seeping through the berm as well as surface water from the vicinity. This wetland extends south along either side of Stream AC, the artificial discharge of the stormwater pond. Typical vegetation is red alder, black cottonwood, and salmonberry. This wetland rated as a Category III with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category III wetland with low Habitat function is 60 feet. 4.2.3 Wetlands Al, AJ, AL, AM, AO, AR, AS, BS (South), KA, KB, KC, KD KE, KF, KG, KH, KI, KJ, KK, KL, KM, KN, KO, KIP, KQ, KR, KS, KT, KU, KV, KW and KX These wetlands are a series of palustrine emergent wetlands located within the maintained field that dominates the southwest corner of the Site. Some of these wetlands occur at the toe of slope of an old spoil pile where material excavated from the southern half of the stormwater pond during its construction was stockpiled some years ago and left. The remainder of the wetlands occur in a broad shallow slope that extends from the center of the field south towards 336th Street. Consolidated till is very shallow within this entire area, thus precipitation has nowhere to drain except south through the upper 12" of the soil. These wetlands are all a result of previous man-made disturbances within this area, and generally serve few wetland functions beyond a limited water quality function. Wetlands located in the open field were delineated in December to January 2016, and re -delineated in April 2016 after the heavy rain concluded. The open field has a history of being mowed regularly, as evident by the tire ruts throughout the field. These wetlands rated as Category IV wetlands with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 40 feet. These wetlands rated the same when scored as either depressional or slope wetlands. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 6 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 4.2.4 Wetlands AV and AW Wetlands AV and AW are a pair of wetlands located to the west of the Tech Center. Wetland AV is classified as a palustrine forested wetland. Typical species include red alder, salmonberry and creeping buttercup. Wetland AW is classified as a palustrine emergent wetland dominated by maintained grasses and creeping buttercup, as this wetland occurs along a gravel road and is typically mowed during general maintenance. Hydrology comes from precipitation and shallow groundwater interception from adjacent areas. These wetlands rated as a Category III with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category III wetland with low Habitat function is 60 feet. 4.2.5 Wetlands AX and AY Wetlands AX and AY are a pair of wetlands located to the west of the Tech Center within an area cleared sometime during the 1980s. Typical species include primarily salmonberry, and young red alder. Hydrology comes from precipitation and shallow groundwater interception from adjacent areas. These wetlands rated as a Category IV with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category IV wetland is 40 feet. 4.2.6 Wetlands AZ Wetland AZ is a small palustrine forested wetland located within the woods west of the Tech Center. This is part of an area that was planted with European ash, located in clear rows. This general area has poor drainage due to disturbance over the past few decades that has resulted in ponded water within small depressional pockets through these woods. These wetlands rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.7 Wetland BR Wetland BR is a pocket of wetland located west of the stormwater pond. This wetland occurs at the edge of the forested area, immediately east of a gravel road that is used to access this portion of the Site. This wetland is a collection of small depressional pockets that contain soft rush and various sedges, with small areas of salmonberry and red elderberry. Western red cedar and red alder also occur within the wetland. Hydrology is generally provided through the interception of shallow ground water and precipitation. Some overland flow is likely provided from Wetland AG with higher rainfall or higher discharges from the stormwater pond. This wetland rated as a Category III with a habitat score of 5 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with moderate Habitat function is 105 feet. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 7 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report 4.2.8 Wetland BS (North) Wetland BS (North) is a palustrine forested wetland located in a depression between two parking lots north of the tech center. Vegetation within the wetland is dominated by salmonberry, tall manna grass, and soft rush with quaking aspen and red alder present as well. Hydrology for BS (North) is supported by parking lot runoff and precipitation. These wetlands rated as a Category III with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category III wetland with low Habitat function is 60 feet. 4.2.9 Wetland DE Wetland DE is a large palustrine forested wetland located west of the Tech Center. Vegetation within the wetland is dominated by European ash, soft rush, a variety of sedges and facultative grasses. Hydrology for Wetland DE is provided by precipitation and interception of surface flows. This is part of an area that was planted with European ash, located in clear rows. This general area has poor drainage due to disturbance over the past few decades that has resulted in ponded water within small depressional pockets through these woods. This wetland rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.10 Wetlands DB, DF, DG, DH, DI, DJ, DO Wetlands DB, DF, DG, DH, DI, DJ, and DO are a series of wetlands located within the woods between Wetland DE and the Tech Center. These wetlands are classified as palustrine forested, except for Wetland DB that is palustrine emergent, and are dominated by black cottonwood, European ash, Douglas spirea, salmonberry, and Dewey's sedge. Wetland DB is dominated by sedges and rushes in a small depressional pocket with similar tree cover in the vicinity of this wetland. Hydrology for these wetlands is provided by precipitation and interception of surface flows. This is part of an area that was planted with European ash, located in clear rows. This general area has poor drainage due to disturbance over the past few decades that has resulted in ponded water within small depressional pockets through these woods. These wetlands rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.11 Wetland DK, DL, DM, and DN Wetlands DK, DL, DM, and DN are palustrine scrub -shrub wetlands located west of the Tech Center. These wetlands are generally dominated by small patches of wetland grasses, sedges, and rushes with trees occurring within proximity to the wetland, but not within the wetland. Hydrology for these wetlands is provided by precipitation and interception of surface flows. This is part of an area that was planted with European ash, located in clear rows. This general area has poor drainage due to disturbance over 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 8 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report the past few decades that has resulted in ponded water within small depressional pockets through these woods. These wetlands rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category II I wetland with low Habitat function is 60 feet. 4.2.12 Wetland El Wetland El is a small palustrine forested wetland located northwest of the Tech Center. Vegetation within the wetland is dominated by salmonberry and ruffled starwort. Soils were hydric, and hydrology for this wetland is provided by precipitation and interception of surface flows. This wetland rated as a Category IV with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category IV wetland with low Habitat function is 40 feet. 4.2.13 Wetlands EJ, EK, EL, EM Wetlands EJ, EK, EL, and EM are a cluster of wetlands located northwest of the Tech Center. These wetlands are located within an area dominated by deciduous tree species, the conifers have been logged out years ago. These wetlands are classified as palustrine scrub -shrub and are dominated by salmonberry. Hydrology for Wetlands EJ, EK, EL and EM is provided by precipitation and interception of surface flows. The wetland boundaries were delineated based on the presence of wetland hydrology and hydric soils since many species in the area were facultative wetland species. These wetlands rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.14 Wetland FA Wetland FA is a palustrine scrub -shrub wetland located along the northern property line. The majority of this wetland occurs off -site to the north. Vegetation within the wetland is dominated by red alder and salmonberry. Hydrology for FA is provided through precipitation and interception of surface flows. This wetland rated as a Category IV with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category IV wetland with low Habitat function is 40 feet. 4.2.15 Wetland FB Wetland FB is a palustrine scrub -shrub wetland located along the northern property line in the northeast corner of the property. Vegetation within the wetland is dominated by young Oregon ash and salmonberry. Hydrology for FB is provided through precipitation and interception of surface flows. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 9 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report This wetland rated as a Category III with a habitat score of 4 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 4.2.16 Wetland FD Wetland FD is a palustrine forested wetland located north of the Tech Center that abuts a pipeline right-of-way. This wetland resulted from the impoundment of water behind a berm created through the installation of a pipeline across this area. Hydrology for FD is provided through precipitation and interception of surface flows. This wetland rated as a Category IV with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category III wetland with low Habitat function is 40 feet. 4.2.17 Wetland FE Wetland FE is a palustrine forested wetland located north of the Tech Center by the outdoor volleyball court, adjacent to a gravel road. Portions of this wetland appear to have been artificially excavated, and given the location of this feature near the highest point across the Site, this wetland formed through the impoundment of water because the gravel road acts as a berm. Vegetation within the wetland includes red alder, salmonberry, a large rhododendron shrub, and creeping buttercup. Hydrology for FE is provided through precipitation and interception of surface flows. This wetland rated as a Category III with a habitat score of 5 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with moderate Habitat function is 105 feet. 4.2.18 Wetland FF Wetland FF is a palustrine scrub -shrub wetland located north of the Tech Center. This wetland resulted from the impoundment of water behind a berm created through the installation of a pipeline across this area. Vegetation within the wetland is dominated by red alder, salmonberry, and lady fern. Hydrology for FF is provided through precipitation and interception of surface flows. This wetland rated as a Category IV with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category III wetland with low Habitat function is 40 feet. 4.2.19 Wetland GB (North) Wetland GB (North) is a palustrine scrub -shrub wetland located west of the tech center. Vegetation within the wetland is dominated by red -osier dogwood and reed canarygrass. Hydrology for GB (North) is provided through precipitation and interception of surface flows. This wetland rated as a Category III with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I I I wetland with low Habitat function is 60 feet. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 10 Federal Way Campus, LLC 120-Acre Site Existing Conditions 4.2.20 Wetland IA Wetland IA is a palustrine emergent slope wetland located in the southwest corner of the Site. Typical vegetation present includes creeping buttercup and mowed grasses, as this wetland is located within the open field and is regularly maintained along with the remainder of this field. Hydrology is provided through precipitation and interception of surface flows. This wetland rated as a Category IV with a habitat score of 3 using the Wetland Rating System for Western Washington (2014). Based on the FWRC, the standard buffer width for a Category I II wetland with low Habitat function is 40 feet. 4.3 Analysis of Existing Conditions — Streams No natural streams occur within the Site. A number of ditches and swales occur across the property in association with the gravel and paved roads. These ditches and swales all connect to the on -site stormwater facility in some fashion, either through direct surface connections or via the pipes that drain the roads and parking areas to the on - site stormwater pond. This pond then discharges through a man-made conveyance that ultimately flows into Weyerhaeuser Pond through a connection to a natural stream. The combined streams flow for approximately 600 feet before entering the Weyerhaeuser Pond. The Weyerhaeuser Pond then discharges south through a structure into a buried pipe that is located underneath the main former Weyerhaeuser Headquarters Building. The flows from this stormwater pond and associated channel ultimately enter the Hylebos Creek several miles south of the Site. This conveyance feature, identified as Stream AC for the purposes of this report, has not been maintained over the years and has become more naturalized, despite the primary source of flow being the stormwater pond discharge. Stream AC starts at the stormwater pond outlet, but also collects water from the adjacent wetlands (Wetlands DR, DQ, and AG). While this feature was artificially created, its connection to fish - bearing waters and naturalization over time ensures that this feature has at least the potential to sustain fish habitat. Fish -bearing streams within Federal Way have a standard 100-foot buffer according to the FWRC. 4.4 Analysis of Existing Conditions — Other Features A number of man-made depressional features occur across the landscape that neither convey water nor meet the definition of a wetland. These features appear to be remnants from when this forest was logged in the 1980s shortly after the construction of the Tech Center. Some of the features were likely dug for surface water management to ensure the gravel paths through the woods remained free from ponded water. These features rarely connected to wetlands, but where they did, they were delineated as part of the wetland where appropriate. These features would not require buffers as they are all non -jurisdictional features. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 11 Federal Way Campus, LLC 120-Acre Site Existing Conditions Report CHAPTER 5.REGULATORY REVIEW 5.1 Federal and State Regulations Wetland impacts on the project site are subject to applicable State and Federal regulations. Wetland impacts are regulated on the Federal level by Sections 404 and 401 of the Clean Water Act. The US Army Corps of Engineers is responsible for administering compliance with Section 404 via the issuance of Nationwide or Individual Permits for any fill or dredging activities within wetlands. Any project that is subject to Section 404 permitting is also subject to requirements of Section 401 of the Clean Water Act (CWA), administered by the Department of Ecology (DOE). Because direct wetland impacts are proposed on the project site, the project would be required to comply with all Section 404 and 401 permitting requirements prior to any construction - related activities that would affect "waters of the US." 5.2 City of Federal Way Zoning Code Wetlands and other critical areas in Federal Way are currently regulated under the Federal Way Revised Code (FWRC) 19.145. Wetlands under the FWRC were rated using the 2014 Washington State Wetlands Rating System for Western Washington handbook, with datasheets presented in Appendix C. Standard buffer widths were determined based on FWRC 19.145.420 (2). Both overall wetland category and the individual habitat scores are used to establish standard wetland buffer widths. The below sections outline the ratings for each wetland with their associated standard buffer widths. Wetlands of like size and type were scored together. A table summarizing the ratings and buffers can be found in Appendix B. CHAPTER 6.SUMMARY The Federal Way Campus, LLC Site is an approximately 120-acre assemblage of portions of five (5) parcels located within the City of Federal Way in King County, Washington. The (former) Weyerhaeuser Tech Center already occurs within the Site with associated parking, paved roads, existing gravel access roads, and trails for passive recreation are present on -site. Portions of sixty-seven (67) wetlands and one (1) stream were identified on the Site. All wetlands were rated as Category III or IV wetlands with standard buffers ranging from 40 to 105 feet. The standard stream buffer for a fish -bearing stream is 100 feet. The stream connects to a known fish -bearing stream thus extending the possibility of the presence of fish to the artificial stream channel. This stream, though artificial in origin, should be treated as a fish -bearing stream for the purposes of critical area regulations. 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 12 Federal Way Campus, LLC 120-Acre Site CHAPTER 7.REFERENCES Existing Conditions Report Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Department of the Interior. FWSOBS-70/31. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. Hruby, T. 2014. Washington State Wetland Rating System for Western Washington. 2014 Update. Washington State Department of Ecology Publication # 14-06-029. Lichvar, R.W., D.L. Banks, W.N. Kirchner, and N.C. Melvin. 2016. The National Wetland Plant List: 2016 wetland ratings. Phytoneuron 2016-30: 1-17. Published 28 April 2016. ISSN 2153 733X Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nres.usda.gov/. Accessed [April 2016]. U.S. Army Corps of Engineers. 2010. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Western Mountains, Valleys, and Coast Region. Wetland Regulatory Assistance Program. ERDC/EL TR-10-3 U.S. Fish and Wildlife Service. 1989. National Wetlands Inventory Map, Poverty Bay Quadrangle. Washington State Department of Ecology. March 1997. Washington State Wetland Identification and Delineation Manual. Washington State Department of Ecology. Water Quality Assessment and 303(d) List. 2016. www.ecy.wa.gov/programs/wq/303d (accessed 2016). Washington State Department of Fish and Wildlife [Map Online], Olympia (WA): SalmonScape [May 6, 2016]. URL: <http//wdfw.wa.gov/mapping/salmonscape/index.html> Washington State Department of Fish and Wildlife. 2016. Priority Habitats and Species Database [online], Olympia, WA. [accessed October 2016]. <www.wdfw.wa.gov/mapping/phs/> 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 13 Federal Way Campus, LLC 120-Acre Site FIGURES Existing Conditions Report Figure 1 — Vicinity Map and Driving Directions Figure 2 — Site Parcel Map Figure 3 — USFWS National Wetlands Inventory Map Figure 4 — NRCS Soils Map Figure 5 — Existing Conditions Map 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Page 14 fl 51 _ The Corn man s Al Federal Way 5 3241 S9 l i S 593(a!h5l n V SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 E, W.M. PROJECTSITE Belmor Mobile Marne F113ec IM a n� n P4infic. Bonsar Museurr W;Imar P� armacy SOURCE: GOGGLE MAPS, WWW.1-1AP5.0006LE.GOM (AGGE55ED 5-2-2016) PROJECT SITE PARCELS - SEE FIGURE 2 I. KING GOUNTY PARCEL 1621049056 2. KINO GOUNTY PARGEL 1621O401O3O 3. KING COUNTY PARCEL 1621O4clO13 4. KING GOUNTY PARGEL 22&5OOOO1O 5. KING COUNTY PARGEL 7G7&2OO42O 6. KING GOUNTY PARGEL-N7&2OUNKN Ll w 7 L r r. 4� L_ L: r� 1 i S 'I• 'ry u a d F m b � � m c, V — i — id S�RIYIf�� i71R�GTIONS FROM SEATTLE I. MERGE ONTO 1-5 SOUTH - 2. TAKE EXIT 142A FOR HA -lb EAST N 3. MERGE ONTO WA-18E 4. TAKE WEYERHAEUSER WAY 5 EXIT 5. TURN LEFT ONTO WEYERHAEUSER WAY 5 cQ 6. AT TRAFFIG GIRGLE, TAKE 2ND EXIT 7. TURN LEFT ONTO WEYERHAEUSER ROAD h ARRIVE AT DESTINATION AT WEYERHAEUSER WAY 5 M 4-7.3070000,-122.2c53G00 FIGURE TITLE DRAWN VIGINITY MAP A135 572G / c� TALASAEA REFERENCE 4 T5070' 2ON6-ETBO FEDERAL WAY GAMPUS, LLG -122.2�ij- co NSULTANTS, INC. PROPOSED PROJECT: 120 ACRE PARGEL DATE REVISEa Resource & Environmental Planning PURPOSE: EXISTING GONDITIONS I0-10-2010 N 15020 Bear Creek Road Northeast ADDRESS: 33663 WEYERHAEUSER WAY SOUTH FIGURE # Woodinville, Washington 98077 Bus (425)861-7550 — Fax (425)861-7549 CITY COUNTY STATE IN I OF FEDERAL WAY KINCa WA I UNNAMED WETLANDS © Copyright - Talasaea Consultants, INC. SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 E, W.M. N "� ARCEL 3 FARGEL � ■ f. W f u FARCEL IMAGE 50URGE: KING COUNTY IMAP; HTTP: //HHH5.K I NOGOUNTY.00V/IMAP/V I EHEP-.HTM?MAP5ET= KC,PP,OPERTY (AGGE55ED 5 FEB 2015) SCALE: I "=500' *5EE PAP -GEL LIST ON F I CURE I FIGURE TITLE DRAWN T9OF ABS 15 REFERENCE APPLICANT LAT. & LONG. TALASAEA NW5-2016-TBD FEDERAL WAY GAMPU5, LLG 47.3070°,-12 CONSULTANTS, INC. PROPOSED PROJECT: 120 ACRE PARGEL DATE R Resource & Environmental Planning PURPOSE: EX15TINO GONDITIONS 10 10 2016 15020 Bear Creek Road Northeast ADDRESS: 33663 HEYERHAEU5ER WAY SOUTH FIGURE # Woodinville, Washington 98077 � Bus (425)861-7550 - Fax (425)8& 7549 CITY ICOUNTY STATE IN \ FEDERAL KAYI KING WA UNNAMED WETLANDS Z:\DRAWING\1500-1599\TAL1572\1572C.1600 (94 acre site)\Plans\TAL-I57Zc FIGURI§.Heigyyright - Talasaea Consultants, INC. SECTION 21, TOWNSHIP 21 NORTH, RANCE 4 E, W.M. LAC ENr;) NO r�)ATA WITHIN THE FRCJF-�T AREA P55 PALUSTRINE SGRUB-SHRUB PEM PALUSTRINE EMERGENT LIUBH LALUSTRINE LIMNETIG UNGONSOL I DATED BOTTOM PERMANENTLY FLOODED SOURGE : U.S. FISH AND WILDLIFE SERVICE, (JAN 2015). NATIONAL NORTH WETLANDS INVENTORY WEBSITE, U.S. DEPARTMENT OF THE INTERIOR, F15H AND WILDLIFE SERVICE, WASHINCTON D.G. http://www.fws.gov/wetlands/data/wetland-codes.html FIGURE TITLE DRAWN TAL# USEWS NATIONAL WETLANDS INVENTORY MAP ABS 1512G TALASAEA REFERENCE APPLICANT LAT. & LONG. NH5-2016-T5D I FEDERAL HAY GAMPUS LLG 47.3070°,-122.2G53° CONSULTANTS, INC. PROPOSED PROJECT: 120 AGRE PARCEL DATE REVISED Resource & Environmental Planning PURPOSE: EXI5TIN6 GONDITION5 10-10-2016 15020 Bear Creek Road Northeast ADDRESS: 35663 HEYERHAEUSER WAY SOUTH FIGURE # Woodinville, Washington 96077 OF Bus (425)661-7550 — Fax (425)861-7549 CITY COUNTY STATE IN \ FEDERAL HAY KING HA UNNAMED HETLANP5 rp_j Z:\DRAWING\1500-15991TAL1572/1572C.1600 (94 acre site),P1ans1TAL-1572c i:TGUR1§M3'DqZUyright - Talasaea Consultants, INC. SECTION 21, TOWNSHIP 21 NORTH, RANGE 4 E, W.M. L.r6r=N=� TYPE DESGRIPTION SLOPES AgB ALDERWOOD GRAVELLY SANDY LOAM, O-8 PERGENT SLOPES AgC ALDERWOOD, GRAVELLY SANDY LOAM, 8-I5 PERGENT SLOPES AmB ARENTS, ALDERWOOD MATERIAL, O-6 PERGENT 5LOPE5 AmG ARENTS, ALDERWOOD MATERIAL, 6-15 PERGENT 5LOPE5 Or ORGAS PEAT W WATER NORTH SOURGE: SOIL SURVEY STAFF, NATURAL RE50URGES CONSERVATION SERVIGE, UNITED STATES DEPARTMENT OF AORIGULTURE, WEB SOIL SURVEY. AVAILABLE ONLINE AT QL) http://wob5oil5urvoy.nrr-5.usdo.gov/. AGGESSED (10/-7/2016). FIGURE TITLE DRAWN I TAL# NRG5 ABS 1572G TALA S AE A REFERENCE APPLICANT LAT. & LONG, NW5-2016-TBD FEDERAL WAY GAMPUS, LLG 47.5070°,-122.2G55' CONSULTANTS, INC. PROPOSED PROJECT: 120 AGRE PARGEL DATE REVISED Resource & Environmental Planning PURPOSE: EXISTING GONDITION5 10-11 2016 15020 Bear Creek Road Northeast ADDRESS: 336Fi3 WEYERHAEU5ER WAY SOUTH FIGURE Woodinville, Washington 90077 OF Bus (425)861-7550 — Fax (425)861-7549 CITY COUNTY STATE IN rp NN FEDERAL KIN& WA UNNAMED WETLANDS Z:\DRAWING\1500-1599\TAE�1572\1572C.1600 (94 acre site)\Plans\TAL--1572c FIG1JRa.fluWrzght — Talasaea Consultants, INC. L, SECTION 21, TOWNSHIP 21 NORTH, R,ANCE 4 E, W.M. ..:. f 1 r ir4—wL—E1 `II 1— `. J� f rl! , l j 1 } `11111�1Jf1 r Ir �• � r f' ORAFH I G SCALE NORTH ( IN FEET ) O 250 500 l000 SCALE: I "=500' TALASAEA CONSULTANTS, INC. Resource & Environmental Planning 15020 Bear Creek Road Northeast Woodinville, Washington 96077 Bus (425)861-7550 — Fax (425)861-7549 0 NORTH LAKE PAN LEFrEND U PROPERTf LINE e � EXI5TIN6 l^ETLAND VETLAND BUFFER — 5TANDARD ~ \ j •� —STREAM GENTERLINE /. !s 5TREAM BUFFER EXI5TIN& GONTOIIR ir i r � ' ,STRUGTURB ! STORM � WATER - OUTFALL POND p I I I 65 ', APPROX. ' STREAM - A I I = / LOCATION SHALE c ' STREAM AG eEE APPENDIX B FOR VETLAW FEATURE SUMMARY TABLE FIGURE TITLE EXISTING GONDITIONS REFERENCE I APPLICANT NW5-2016-TB0 I FEDERAL HAY GAMPU5, LLB PROPOSED PROJECT: 120 AGRE PARGEL PURPOSE: EXI5TING 60NDITION5 ADDRESS: 33663 HEYERHAEU5ER WAY SOUTH CITY ICOUNTY STATE FIN FEDERAL k4AYI ICINO HA I UNNAMED 1500-1599\TAL1572\1572C.1600 (94 acre site)1P1ans1TAL-1572c 11P FI DRAWN ABS 4-7.3070°,-122.2c]53° DATE REVISED 10-10-2016 FIGURE # rp OF rp Talasaea Consultants, INC. Federal Way Campus, LLC 120-Acre Site Existing Conditions Report APPENDIX A WETLAND DETERMINATION DATA FORMS, TALASAEA CONSULTANTS, 2016 10 October 2016 Copyright© 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Appendix A Federal Way Campus, LLC 120-Acre Site Existing Conditions Report APPENDIX B FEATURE SUMMARY TABLE, TALASAEA CONSULTANTS, 2016 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Appendix B Federal Way Campus, LLC 120-Acre Site APPENDIX C Existing Conditions WETLAND RATING FORM, WASHINGTON STATE DEPARTMENT OF ECOLOGY WETLAND RATING SYSTEM FOR WESTERN WASHINGTON (2014), TALASAEA CONSULTANTS, 2016 WITH RATING FIGURES 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Appendix C Federal Way Campus, LLC 120-Acre Site APPENDIX D PHOTODOCUM ENT Existing Conditions Report 10 October 2016 Copyright © 2016 Talasaea Consultants, Inc. 1572C Existing Conditions Report (10-9-16) Appendix D CLOSURES FOR SHORT PLAT FOR FEDERAL WAY CAMPUS, LLC October 10, 2016 BOUNDARY - NORTHERLY PORTION North: 116860.2825 East: 1276990.7435 Line Course: S 88-22-20 E Length: 1491.10 North: 116817.9259 East: 1278481.2418 Line Course: S 89-05-51 E Length: 648.05 North: 116807.7185 East: 1279129.2114 Curve Length:94.70 Radius:670.00 Delta:8-05-53 Tangent:47.43 Chord: 94.62 Course: S 46-10-28 W Course In: N 47-52-29 W Course Out: S 39-46-36 E RP North: 117257.1236 East: 1278632.2858 End North: 116742.1991 East: 1279060.9497 Line Course: S 50-13-24 W Length: 275.46 North: 116565.9606 East: 1278849.2465 Curve Length:729.84 Radius:1030.00 Delta:40-35-55 Tangent:380.99 Chord: 714.66 Course: S 29-55-26 W Course In: S 39-46-36 E Course Out: N 80-22-31 W RP North: 115774.3602 East: 1279508.2372 End North: 115946.5702 East: 1278492.7355 Line Course: S 09-37-29 W Length: 484.24 North: 115469,1463 East: 1278411.7734 Curve Length:770.34 Radius:1170.00 Delta:37-43-27 Tangent:399.72 Chord: 756.50 Course: S 28-29-13 W Course In: N 80-22-31 W Course Out: S 42-39-04 E RP North: 115664.7635 East: 1277258.2423 End North: 114804.2367 East: 1278050.9551 Line Course: S 47-20-56 W Length: 141.77 North: 114708.1830 East: 1277946.6843 Line Course: N 42-39-04 W Length: 7.00 North: 114713.3314 East: 1277941.9416 Line Course: S 47-20-56 W Length: 141.29 North: 114617.6029 East: 1277838.0238 Curve Length:58.71 Radius:1236.99 ZLINy - /D - // Delta:2-43-10 Tangent:29.36 Chord: 58.71 Course: S 45-59-21 W Course In: S 42-39-04 E Course Out: N 45-22-14 W RP North: 113707.8054 East: 1278676.1245 End North: 114576.8142 East: 1277795.8019 Line Course: N 45-22-14 W Length: 7.00 North: 114581.7319 East: 1277790.8202 Curve Length:43.31 Radius:1244.00 Delta: 1-59-41 Tangent: 21.66 Chord: 43.31 Course: S 43-37-55 W Course In: S 45-22-14 E Course Out: N 47-21-55 W RP North: 113707.7984 East: 1278676.1316 End North: 114550.3869 East: 1277760.9373 Line Course: N 47-21-55 W Length: 28.00 North: 114569.3519 East: 1277740.3381 Curve Length:73.13 Radius:1272.00 Delta:3-17-38 Tangent:36.57 Chord: 73.12 Course: S 40-59-16 W Course In: S 47-21-55 E Course Out: N 50-39-33 W RP North: 113707.7984 East: 1278676.1316 End North: 114514.1602 East: 1277692.3813 Line Course: S 50-39-33 E Length: 15.00 North: 114504.6512 East: 1277703.9821 Curve Length:42.23 Radius:1257.00 Delta: 1-55-30 Tangent: 21.12 Chord: 42.23 Course: S 38-22-42 W Course In: S 50-39-33 E Course Out: N 52-35-03 W RP North: 113707.7984 East: 1278676.1316 End North: 114471.5457 East: 1277677.7635 Line Course: S 52-35-03 E Length: 19.00 North: 114460.0014 East: 1277692.8541 Curve Length:75.99 Radius:1238.00 Delta: 3-31-01 Tangent: 38.01 Chord: 75.98 Course: S 35-39-26 W Course In: S 52-35-03 E Course Out: N 56-06-04 W RP North: 113707.7984 East: 1278676.1316 End North: 114398.2669 East: 1277648.5630 Line Course: N 88-19-11 W Length: 116.44 North: 114401.6812 East: 1277532.1731 Line Course: S 01-13-13 W Length: 199.86 North: 114201.8665 East: 1277527.9168 Curve Length:31.26 Radius:1250.00 Delta: 1-25-58 Tangent: 15.63 Chord: 31.26 Course In: S 66-43-05 E RP North: 113707.7964 End North: 114173.0020 Curve Length:303.47 Delta: 43-28-07 Chord: 296.24 Course In: N 68-09-03 W RP North:114321.8678 End North: 113958.4127 Line Course: N 24-40-56 W North: 113970.2250 Curve Length:92.97 Delta: 13-45-51 Chord: 92.75 Course In: N 24-40-56 W RP North: 114321.8678 End North: 113941.8728 Line Course: S 10-55-05 E North: 113934.9996 Curve Length:142.06 Delta: 20-39-28 Chord: 141.29 Course In: N 10-55-05 W RP North:114321.8678 End North: 113933.5467 Line Course: S 09-44-23 W North: 113907.9215 Curve Length:797.84 Delta: 72-59-46 Chord: 744.97 Course In: S 09-44-23 W RP North: 113290.7078 End North: 113572.5151 Line Course: S 26-44-37 W North: 113524.8452 Line Course: N 63-15-23 W North: 113527.0952 Line Course: S 26-44-37 W North: 113334.5492 Curve Length:255.00 Delta: 46-22-54 Chord: 248.09 Course: S 22-33-56 W Course Out: N 68-09-03 W East: 1278676,1305 East: 1277515.9220 Radius: 400.00 Tangent: 159.46 Course: S 43-35-01 W Course Out: S 24-40-56 E East: 1277144.6553 East: 1277311.6894 Length: 13.00 East: 1277306.2608 Radius: 387.00 Tangent: 46.71 Course: S 72-12-00 W Course Out: S 10-55-05 E East: 1277144.6553 East: 1277217.9550 Length: 7.00 East: 1277219.2808 Radius: 394.00 Tangent: 71.81 Course: S 89-24-39 W Course Out: S 09-44-23 W East: 1277144.6553 East: 1277078.0013 Length: 26.00 East: 1277073.6028 Radius: 626.24 Tangent: 463.36 Course: S 63-14-30 W Course Out: N 63-15-23 W East: 1276967.6601 East: 1276408.4095 Length: 53.38 East: 1276384.3886 Length: 5.00 East: 1276379.9234 Length: 215.61 East: 1276282.8992 Radius: 315.00 Tangent: 134.95 Course: S 49-52-22 W Course In: N 63-19-05 W RP Noah:113475.9960 End North: 113174.6580 Line Course: N 00-59-24 E North: 113635.9791 Line Course: N 13-58-34 E North: 115391.7175 Curve Length:530.85 Delta: 2-41-00 Chord: 530.80 Course In: S 76-01-26 E RP Noah:112654.1187 End North: 115903.6645 Line Course: N 16-39-34 E North: 116616.4356 Line Course: S 73-20-26 E North: 116609.2685 Line Course: N 16-39-34 E North: 116860.2809 Line Course: N 80-14-27 E North: 116860.2825 Course Out: S 16-56-11 E East: 1276001.4426 East: 1276093.2052 Length: 461.39 East: 1276101.1770 Length: 1809.30 East: 1276538.1543 Radius: 11335.00 Tangent: 265.47 Course: N 15-19-04 E Course Out: N 73-20-26 W East: 1287537.5987 East: 1276678.3779 Length: 744.00 East: 1276891.6697 Length: 25.00 East: 1276915.6203 Length: 262.01 East: 1276990.7340 Length: 0.01 East: 1276990.7439 Area: 5,181,549 Sq Ft 118.952 Ac. BOUNDARY - SOUTHERLY PORTION North: 113121.0292 Curve Length:261.46 Delta: 38-12-56 Chord: 256.64 Course In: N 25-06-09 RP Noah:113476.0049 End North: 113299.9823 Line Course: N 26-44-37 North: 113540.1178 Curve Length:754.52 Delta: 78-00-00 Chord: 697.59 Course In: S 63-15-23 E RP North:113290.7104 End North: 113826.7017 Curve Length:330.52 East: 1276167.7499 Radius: 392.00 Tangent: 135.80 Course: N 45-47-23 E W Course Out: S 63-19-05 E East: 1276001.4482 East: 1276351.7053 E Length:268.90 East: 1276472.7100 Radius: 554.24 Tangent: 448.81 Course: N 65-44-37 E Course Out: N 14-44-37 E East: 1276967.6625 East: 1277108.7133 Radius: 468.00 Lin Lin Lin Lin Lin Lin Li Li Li Li Li Li Delta: 40-27-52 Chord: 323.69 Course In: S 14-44-37 W RP North: 113374.1109 End North: 113641.1508 Course: S 01-13-13 W North: 113524.6472 Course: N 88-15-31 W North: 113528.5679 Course: S 01-13-07 W North: 113118.5807 Course: S 01-44-38 W North: 113088.5946 Course: N 88-15-22 W North: 113121.0234 Course: N 51-12-40 E North: 113121.0297 Tangent: 172.49 Course: S 55-01-27 E Course Out: N 55-12-29 E East: 1276989.6100 East: 1277373.9454 Length: 116.53 East: 1277371.4638 Length: 129.02 East: 1277242.5034 Length: 410.08 East: 1277233.7821 Length: 30.00 East: 1277232.8692 Length: 1065.62 East: 1276167.7427 Length: 0.01 East: 1276167.7505 Area: 596,367 Sq Ft 13.691 Ac. BOUNDARY - EASTERLY PORTION North Line Line Line Line Line Line Line Line Line Curv e : 115417.4030 East: 1278463.1118 Course: S 00-54-31 W Length: 323.27 North: 115094.1736 East: 1278457.9855 Course: N 89-05-29 W Length: 45.00 North: 115094.8872 East : 1278412.9912 Course: S 00-54-31 W Length: 97.00 North: 114997.8994 East: 1278411.4530 Course: N 89-05-29 W Length: 75.00 North: 114999.0888 East: 1278336.4624 Course: S 00-54-31 W Length: 140.00 North: 114859.1064 East: 1278334.2423 Course: S 84-38-11 E Length: 120.36 North: 114847.8556 East: 1278454.0753 Course: S 00-54-31 W Length: 46.76 North: 114801.1015 East: 1278453.3338 Course: S 15-15-18 W Length: 438.51 North: 114378.0426 East: 1278337.9551 Course: N 88-19-11 W Length: 603.51 North: 114395.7389 East: 1277734.7046 Length:227.76 Radius:1166.00 Delta: 11-11-30 Chord: 227.39 Course In: S 53-50-34 E RP Noah:113707.7954 End North: 114565.3802 Line Course: N 47-20-56 E North: 114661.1087 Line Course: N 42-39-04 W North: 114664.0507 Line Course: N 47-20-56 E North: 114760.1044 Curve Length:767.41 Delta: 35-44-50 Chord: 755.02 Course In: N 42-39-04 W RP North:115664.7608 End North: 115417.3999 Line Course: N 51-13-36 W North: 115417.3999 Tangent: 114.24 Course: N 41-45-11 E Course Out: N 42-39-04 W East: 1278676.1342 East: 1277886.1315 Length: 141.29 East: 1277990.0493 Length: 4.00 East: 1277987.3392 Length: 141.77 East: 1278091.6100 Radius: 1230.00 Tangent: 396.65 Course: N 29-28-31 E Course Out: S 78-23-54 E East: 1277258.2453 East: 1278463.1156 Length: 0.00 East: 1278463.1156 Area: 250,249 Sq Ft 5.74 Ac. NOTE: This acreage is not the parcel acreage because a straight line was used for closing the figure. The boundary of the lot is the shoreline of North Lake. Parcel to be reported as approximately 6 acres. LOT 1 North: 116860.2825 East: 1276990.7435 Line Course: S 88-22-20 E Length: 1491.10 North: 116817.9259 East: 1278481.2418 Line Course: S 89-05-51 E Length: 648.05 North: 116807.7185 East: 1279129.2114 Curve Length:94.70 Radius:670.00 Delta:8-05-53 Tangent:47.43 Chord: 94.62 Course: S 46-10-28 W Course In: N 47-52-29 W Course Out: S 39-46-36 E RP North: 117257.1236 East: 1278632.2858 End North: 116742.1991 East: 1279060.9497 Line Course: S 50-13-24 W Length: 275.46 North: 116565.9606 East: 1278849.2465 Curve Length:729.84 Radius:1030.00 Delta:40-35-55 Tangent:380.99 Chord: 714.66 Course: S 29-55-26 W Course In: S 39-46-36 E RP North:115774.3602 End North: 115946.5702 Line Course: S 09-37-29 W North: 115897.4613 Line Course: N 88-22-20 W North: 115926.8658 Curve Length:94.14 Delta: 67-25-26 Chord: 88.80 Course In: S 01-37-40 W RP Noah:115846.8980 End North: 115879.6968 Line Course: S 24-12-14 W North: 115405.9379 Curve Length:125.66 Delta: 90-00-00 Chord: 113.14 Course In: S 65-47-46 E RP North: 115373.1391 End North: 115300.1717 Line Course: S 24-12-14 W North: 115198.7744 Line Course: N 88-22-20 W North: 115200.9526 Line Course: S 01-37-40 W North: 115181.9602 Line Course: N 88-22-20 W North: 115186.0391 Line Course: N 01-37-40 E North: 115205.0314 Line Course: N 88-22-20 W North: 115217.5660 Line Course: N 13-58-34 E North: 115391.7133 Curve Length:530.85 Delta: 2-41-00 Chord: 530.80 Course In: S 76-01-26 E RP North:112654.1145 End North: 115903.6604 Line Course: N 16-39-34 E North: 116616.4314 Course Out: N 80-22-31 W East: 1279508.2372 East: 1278492.7355 Length: 49.81 East: 1278484.4075 Length: 1035.14 East: 1277449.6853 Radius: 80.00 Tangent: 53.38 Course: S 57-54-57 W Course Out: N 65-47-46 W East: 1277447.4127 East: 1277374.4454 Length: 519.42 East: 1277161.4910 Radius: 80.00 Tangent: 80.00 Course: S 20-47-46 E Course Out: S 24-12-14 W East: 1277234.4584 East: 1277201.6596 Length: 111.17 East: 1277156.0815 Length: 76.68 East: 1277079.4325 Length: 19.00 East: 1277078.8928 Length: 143.59 East: 1276935.3607 Length: 19.00 East: 1276935.9004 Length: 441.26 East: 1276494.8185 Length: 179.46 East : 1276538.1612 Radius: 11335.00 Tangent: 265.47 Course: N 15-19-04 E Course Out: N 73-20-26 W East: 1287537.6056 East: 1276678.3848 Length: 744.00 East: 1276891.6766 Line Course: S 73-20-26 E North: 116609.2644 Line Course: N 16-39-34 E North: 116860.2767 Line Course: N 24-35-58 E North: 116860.2858 Length: 25.00 East: 1276915.6272 Length: 262.01 East: 1276990.7409 Length: 0.01 East: 1276990.7451 Area: 2,217,760 Sq Ft 50.913 Ac. LOT 2 North:115300.1791 E Curve Length:125.66 Delta: 90-00-00 Chord: 113.14 Course In: N 24-12-14 E RP Noah:115373.1465 End North: 115405.9453 Line Course: N 24-12-14 E North: 115879.7043 Curve Length:94.14 Delta: 67-25-26 Chord: 88.80 Course In: S 65-47-46 E RP North:115846.9055 End North: 115926.8732 Line Course: S 88-22-20 E North: 115897.4687 Line Course: S 09-37-29 W North: 115469.1538 Curve Length:659.17 Delta: 32-16-48 Chord: 650.49 Course In: N 80-22-31 W RP North: 115664.7710 End North: 114883.3351 Line Course: N 65-47-46 W North: 115300.1832 Line Course: S 27-27-01 W North: 115300.1832 ast : 1277201.6586 Radius: 80.00 Tangent: 80.00 Course: N 20-47-46 W Course Out: N 65-47-46 W East: 1277234.4574 East: 1277161.4900 Length: 519.42 East: 1277374.4444 Radius: 80.00 Tangent: 53.38 Course: N 57-54-57 E Course Out: N 01-37-40 E East: 1277447.4118 East: 1277449.6843 Length: 1035.14 East: 1278484.4066 Length: 434.43 East: 1278411.7724 Radius: 1170.00 Tangent: 338.59 Course: S 25-45-53 W Course Out: S 48-05-43 E East: 1277258.2414 East: 1278129.0215 Length: 1016.74 East: 1277201.6608 Length: 0.00 East: 1277201.6608 Area: 972,674 Sq Ft 22.330 Ac. LOT 3 North: 115210.5736 East: 1276741.1740 Line Course: S 88-22-20 E Length: 194.80 North: 115205.0400 East: 1276935.8954 Line Course: S 01-37-40 W Length: 19.00 North: 115186.0477 East: 1276935.3557 Line Course: S 88-22-20 E Length: 143.59 North: 115181.9688 East: 1277078.8878 Line Course: N 01-37-40 E Length: 19.00 North: 115200.9612 East: 1277079.4275 Line Course: S 88-22-20 E Length: 76.68 North: 115198.7830 East: 1277156.0765 Line Course: N 24-12-14 E Length: 111.17 North: 115300.1803 East: 1277201.6546 Line Course: S 65-47-46 E Length: 1016.74 North: 114883.3322 East: 1278129.0153 Curve Length:111.17 Radius:1170.00 Delta:5-26-39 Tangent:55.63 Chord: 111.13 Course: S 44-37-37 W Course In: N 48-05-43 W Course Out: S 42-39-04 E RP North: 115664.7681 East: 1277258.2352 End North: 114804.2413 East: 1278050.9480 Line Course: S 47-20-56 W Length: 141.77 North: 114708.1875 East: 1277946.6772 Line Course: N 42-39-04 W Length: 7.00 North: 114713.3360 East: 1277941.9344 Line Course: S 47-20-56 W Length: 141.29 North: 114617.6074 East: 1277838.0166 Curve Length:58.71 Radius:1237.00 Delta:2-43-10 Tangent:29.36 Chord: 58.71 Course: S 45-59-21 W Course In: S 42-39-04 E Course Out: N 45-22-14 W RP North: 113707.8026 East: 1278676.1241 End North: 114576.8184 East: 1277795.7944 Line Course: N 45-22-14 W Length: 7.00 North: 114581.7361 East: 1277790.8127 Curve Length:43.31 Radius:1244.00 Delta: 1-59-41 Tangent: 21.66 Chord: 43.31 Course: S 43-37-55 W Course In: S 45-22-14 E Course Out: N 47-21-55 W RP North: 113707.8026 East: 1278676.1241 End North: 114550.3911 East: 1277760.9298 Line Course: N 47-21-55 W North: 114569.3561 Curve Length:73.13 Delta: 3-17-38 Chord: 73.12 Course In: S 47-21-55 E RP North:113707.8026 End North: 114514.1644 Line Course: S 50-39-33 E North: 114504.6554 Curve Length:42.23 Delta: 1-55-30 Chord: 42.23 Course In: S 50-39-33 E RP North:113707.8026 End North: 114471.5499 Line Course: S 52-35-03 E North: 114460.0056 Curve Length:75.99 Delta: 3-31-01 Chord: 75.98 Course In: S 52-35-03 E RP North: 113707.8026 End North: 114398.2711 Line Course: N 88-19-11 W North: 114401.6854 Line Course: S 01-13-13 W North: 114201.8707 Curve Length:31.26 Delta: 1-25-58 Chord: 31.26 Course In: S 66-43-05 E RP North: 113707.8006 End North: 114173.0062 Curve Length:303.47 Delta: 43-28-07 Chord: 296.24 Course In: N 68-09-03 W RP North: 114321.8720 End North: 113958.4169 Line Course: N 24-40-56 W North: 113970.2292 Curve Length:92.97 Length: 28.00 East: 1277740.3306 Radius: 1272.00 Tangent: 36.57 Course: S 40-59-16 W Course Out: N 50-39-33 W East: 1278676.1241 East: 1277692.3738 Length: 15.00 East: 1277703.9746 Radius: 1257.00 Tangent: 21.12 Course: S 38-22-42 W Course Out: N 52-35-03 W East: 1278676.1241 East: 1277677.7560 Length: 19.00 East: 1277692.8467 Radius: 1238.00 Tangent: 38.01 Course: S 35-39-26 W Course Out: N 56-06-04 W East: 1278676.1241 East: 1277648.5555 Length: 116.44 East: 1277532.1656 Length: 199.86 East: 1277527.9093 Radius: 1250.00 Tangent: 15.63 Course: S 22-33-56 W Course Out: N 68-09-03 W East: 1278676.1231 East: 1277515.9146 Radius: 400.00 Tangent: 159.46 Course: S 43-35-01 W Course Out: S 24-40-56 E East: 1277144.6478 East: 1277311.6819 Length: 13.00 East: 1277306.2533 Radius: 387.00 Delta: 13-45-51 Chord: 92.75 Course In: N 24-40-56 W RP North:114321.8720 End North: 113941.8771 Line Course: S 10-55-05 E North: 113935.0038 Curve Length:142.06 Delta: 20-39-28 Chord: 141.29 Course In: N 10-55-05 W RP North:114321.8720 End North: 113933.5509 Line Course: S 09-44-23 W North: 113907.9257 Curve Length:96.34 Delta: 8-48-51 Chord: 96.24 Course In: S 09-44-23 W RP North:113290.7121 End North: 113916.8703 Line Course: N 07-38-21 W North: 113943.6406 Line Course: N 40-03-19 W North: 114023.6580 Line Course: N 16-57-03 W North: 114274.9069 Line Course: N 03-21-28 W North: 114470.4406 Line Course: N 13-56-00 W North: 114654.0834 Line Course: N 01-28-27 W North: 115019.6224 Line Course: N 30-42-35 W North: 115054.5289 Line Course: N 00-43-49 W North: 115210.5662 Line Course: N 57-51-24 E North: 115210.5715 Tangent: 46.71 Course: S 72-12-00 W Course Out: S 10-55-05 E East: 1277144.6478 East: 1277217.9475 Length: 7.00 East: 1277219.2734 Radius: 394.00 Tangent: 71.81 Course: S 89-24-39 W Course Out: S 09-44-23 W East: 1277144.6478 East: 1277077.9938 Length: 26.00 East: 1277073.5953 Radius: 626.24 Tangent: 48.26 Course: N 84-40-03 W Course Out: N 00-55-32 E East: 1276967.6526 East: 1276977.7684 Length: 27.01 East: 1276974.1779 Length: 104.54 East: 1276906.9036 Length: 262.66 East: 1276830.3248 Length: 195.87 East: 1276818.8526 Length: 189.21 East: 1276773.2922 Length: 365.66 East: 1276763.8851 Length: 40.60 East: 1276743.1512 Length: 156.05 East: 1276741.1623 Length: 0.01 East: 1276741.1707 Perimeter: 4714.59 Area: 1,141,108 Sq Ft 26.20 Ac. LOT 4 North: 113121.0292 Curve Length:261.46 Delta: 38-12-56 Chord: 256.64 Course In: N 25-06-09 W RP North:113476.0049 End North: 113299.9823 Line Course: N 26-44-37 E North: 113540.1178 Curve Length:754.52 Delta: 78-00-00 Chord: 697.59 Course In: S 63-15-23 E RP North:113290.7104 End North: 113826.7017 Curve Length:330.52 Delta: 40-27-52 Chord: 323.69 Course In: S 14-44-37 W RP North: 113374.1109 End North: 113641.1508 Line Course: S 01-13-13 W North: 113524.6472 Line Course: N 88-15-31 W North: 113528.5679 Line Course: S 01-13-07 W North: 113118.5807 Line Course: S 01-44-38 W North: 113088.5946 Line Course: N 88-15-22 W North: 113121.0234 Line Course: N 51-12-40 E North: 113121.0297 East: 1276167.7499 Radius: 392.00 Tangent: 135.80 Course: N 45-47-23 E Course Out: S 63-19-05 E East: 1276001.4482 East: 1276351.7053 Length: 268.90 East: 1276472.7100 Radius: 554.24 Tangent: 448.81 Course: N 65-44-37 E Course Out: N 14-44-37 E East: 1276967.6625 East: 1277108.7133 Radius: 468.00 Tangent: 172.49 Course: S 55-01-27 E Course Out: N 55-12-29 E East: 1276989.6100 East: 1277373.9454 Length: 116.53 East: 1277371.4638 Length: 129.02 East: 1277242.5034 Length: 410.08 East: 1277233.7821 Length: 30.00 East: 1277232.8692 Length: 1065.62 East: 1276167.7427 Length: 0.01 East: 1276167.7505 Area: 596,367 Sq Ft 13.691 Ac. LOT 5 North: 115417.4030 East: 1278463.1118 Line Course: S 00-54-31 W Length: 323.27 North: 115094.1736 East: 1278457.9855 Line Course: N 89-05-29 W Length: 45.00 North: 115094.8872 East : 1278412.9912 Line Course: S 00-54-31 W Length: 97.00 North: 114997.8994 East: 1278411.4530 Line Course: N 89-05-29 W Length: 75.00 North: 114999.0888 East: 1278336.4624 Line Course: S 00-54-31 W Length: 140.00 North: 114859.1064 East: 1278334.2423 Line Course: S 84-38-11 E Length: 120.36 North: 114847.8556 East: 1278454.0753 Line Course: S 00-54-31 W Length: 46.76 North: 114801.1015 East: 1278453.3338 Line Course: S 15-15-18 W Length: 438.51 North: 114378.0426 East: 1278337.9551 Line Course: N 88-19-11 W Length: 603.51 North: 114395.7389 East: 1277734.7046 Curve Length:227.76 Radius:1166.00 Delta: 11-11-30 Tangent: 114.24 Chord: 227.39 Course: N 41-45-11 E Course In: S 53-50-34 E Course Out: N 42-39-04 W RP North: 113707.7954 East: 1278676.1342 End North: 114565.3802 East: 1277886.1315 Line Course: N 47-20-56 E Length: 141.29 North: 114661.1087 East: 1277990.0493 Line Course: N 42-39-04 W Length: 4.00 North: 114664.0507 East: 1277987.3392 Line Course: N 47-20-56 E Length: 141.77 North: 114760.1044 East: 1278091.6100 Curve Length:767.41 Radius:1230.00 Delta:35-44-50 Tangent:396.65 Chord: 755.02 Course: N 29-28-31 E Course In: N 42-39-04 W Course Out: S 78-23-54 E RP North: 115664.7608 East: 1277258.2453 End North: 115417.3999 East: 1278463.1156 Line Course: N 51-13-36 W Length: 0.00 North: 115417.3999 East: 1278463.1156 Area: 250,249 Sq Ft 5.74 Ac. NOTE: This acreage is not the parcel acreage because a straight line was used for closing the figure. The boundary of the lot is the shoreline of North Lake. Parcel to be reported as approximately 6 acres. TRACT A North: 115217.5741 East: 1276494.8197 Line Course: S 88-22-20 E Length: 246.46 North: 115210.5731 East: 1276741,1802 Line Course: S 00-43-49 E Length: 156.05 North: 115054.5357 East: 1276743.1692 Line Course: S 30-42-35 E Length: 40.60 North: 115019.6293 East: 1276763.9031 Line Course: S 01-28-27 E Length: 365.66 North: 114654.0903 East: 1276773.3102 Line Course: S 13-56-00 E Length: 189.21 North: 114470.4475 East: 1276818.8706 Line Course: S 03-21-28 E Length: 195.87 North: 114274.9138 East: 1276830.3428 Line Course: S 16-57-03 E Length: 262.66 North: 114023.6649 East: 1276906.9216 Line Course: S 40-03-19 E Length: 104.54 North: 113943.6475 East: 1276974.1959 Line Course: S 07-38-21 E Length: 27.01 North: 113916.8772 East: 1276977.7864 Curve Length:701.51 Radius:626.24 Delta:64-10-55 Tangent:392.70 Chord: 665.40 Course: S 58-50-04 W Course In: S 00-55-32 W Course Out: N 63-15-23 W RP North: 113290.7189 East: 1276967.6706 End North: 113572.5262 East: 1276408.4200 Line Course: S 26-44-37 W Length: 53.38 North: 113524.8563 East: 1276384.3991 Line Course: N 63-15-23 W Length: 5.00 North: 113527.1063 East: 1276379.9339 Line Course: S 26-44-37 W Length: 215.61 North: 113334.5603 East: 1276282.9097 Curve Length:255.00 Radius:315.00 Delta:46-22-54 Tangent:134.95 Chord: 248.09 Course: S 49-52-22 W Course In: N 63-19-05 W Course Out: S 16-56-11 E RP North: 113476.0071 East: 1276001.4531 End North: 113174.6691 East: 1276093.2157 Line Course: N 00-59-24 E North: 113635.9902 Line Course: N 13-58-34 E North: 115217.5812 Line Course: S 18-39-27 W North: 115217.5718 Length: 461.39 East : 1276101.1875 Length: 1629.84 East: 1276494.8221 Length: 0.01 East: 1276494.8189 Area: 849,995 Sq Ft 19.513 Ac. Centerline 1-5 to 33Wh to section lines North: 107895.1748 East: 1274543.6677 Line Course: N 13-58-34 E Length: 5395.19 North: 113130.6483 East: 1275846.6995 Line Course: N 88-15-22 W Length: 57.80 North: 113132.4073 East: 1275788.9263 Line Course: N 88-15-41 W Length: 2621.64 North: 113211.9474 East: 1273168.4932 Line Course: S 01-12-14 W Length: 2630.15 North: 110582.3780 East: 1273113.2330 Line Course: S 01-34-24 W Length: 2649.44 North: 107933.9368 East: 1273040.4889 Line Course: S 88-31-23 E Length: 1503.68 North: 107895.1799 East: 1274543.6694 Line Course: S 18-02-52 W Length: 0.01 North: 107895.1704 East: 1274543.6663 Centerline 336t' to Weyerhaeuser Way to 320t' to 1-5 North: 113132.2716 East: 1275789.0429 Line Course: S 88-15-22 E Length: 57.56 North: 113130.5200 East: 1275846.5762 Line Course: N 13-58-34 E Length: 2361.28 North: 115421.8978 East: 1276416.8662 Curve Length:536.71 Rad i us: 11460.00 Delta: 2-41-00 Tangent: 268.40 Chord: 536.66 Course: N 15-19-04 E Course In: S 76-01-26 E Course Out: N 73-20-26 W RP North: 112654.1094 East: 1287537.6102 End North: 115939.4905 East: 1276558.6362 Line Course: N 16-39-34 E Length: 2540.63 North: 118373.4792 East: 1277286.9903 Line Course: S 88-20-53 E Length: 1213.32 North: 118338.5018 East: 1278499.8060 Line Course: S 89-44-49 E Length: 845.88 North: 118334.7659 East: 1279345.6778 Line Course: S 00-42-32 W Length: 1086.39 North: 117248.4590 East: 1279332.2368 Curve Length:604.93 Radius:700.00 Delta:49-30-52 Tangent:322.81 Chord: 586.28 Course: S 25-27-58 W Course In: N 89-17-28 W RP North: 117257.1195 End North: 116719.1386 Line Course: S 50-13-24 W North: 116542.9002 Curve Length:708.58 Delta: 40-35-55 Chord: 693.85 Course In: S 39-46-36 E RP North: 115774.3560 End North: 115941.5502 Line Course: S 09-37-29 W North: 115464.1264 Curve Length:790.09 Delta: 37-43-27 Chord: 775.90 Course In: N 80-22-31 W RP North: 115664.7594 End North: 114782.1678 Line Course: S 47-20-56 W North: 114590.3855 Curve Length:534.06 Delta: 25-29-58 Chord: 529.66 Course In: S 42-39-04 E RP North: 113707.7939 End North: 114154.3967 Curve Length:611.75 Delta: 77-53-26 Chord: 565.72 Course In: N 68-09-02 W RP North:114321.8727 End North: 113878.3592 Curve Length:759.63 Delta: 72-59-47 Chord: 709.28 Course In: S 09-44-24 W RP North: 113290.7136 End North: 113559.0209 Line Course: S 26-44-37 W North: 113318.8408 Curve Length:397.43 Delta: 65-03-36 Course Out: S 39-46-36 E East: 1278632.2904 East: 1279080.1481 Length: 275.46 East: 1278868.4450 Rad i us: 1000.00 Tangent: 369.90 Course: S 29-55-26 W Course Out: N 80-22-31 W East: 1279508.2417 East: 1278522.3177 Length: 484.24 East: 1278441.3556 Radius: 1200.00 Tangent: 409.96 Course: S 28-29-12 W Course Out: S 42-39-04 E East: 1277258.2468 East: 1278071.2857 Length: 283.06 East: 1277863.0970 Radius: 1200.00 Tangent: 271.53 Course: S 34-35-57 W Course Out: N 68-09-02 W East: 1278676.1358 East: 1277562.3378 Radius: 450.00 Tangent: 363.69 Course: S 60-47-41 W Course Out: S 09-44-24 W East: 1277144.6636 East: 1277068.5337 Radius: 596.24 Tangent: 441.17 Course: S 63-14-30 W Course Out: N 63-15-23 W East: 1276967.6633 East: 1276435.2036 Length: 268.95 East: 1276314.1764 Radius: 350.00 Tangent: 223.23 Chord: 376.42 Course In: N 63-19-05 W RP North: 113476.0039 End North: 113126.1656 Line Course: N 88-16-07 W North: 113132.2646 Line Course: N 26-11-37 E North: 113132.2735 Course: S 59-12-43 W Course Out: S 01-44-31 W East: 1276001.4469 East: 1275990.8076 Length: 201.86 East: 1275789.0398 Length: 0.01 East: 1275789.0442 Centerline 336"' to Weyerhaeuser Way to 32"d to section lines North: 110582.2368 East: 1273113.3469 Line Course: N 01-12-14 E Length: 2630.15 North: 113211.8062 East: 1273168.6070 Line Course: S 88-15-41 E Length: 2621.64 North: 113132.2661 East: 1275789.0401 Line Course: S 88-16-07 E Length: 201.86 North: 113126.1671 East: 1275990.8080 Curve Length:397.43 Radius:350.00 Delta:65-03-36 Tangent:223.23 Chord: 376.42 Course: N 59-12-43 E Course In: N 01-44-31 E Course Out: S 63-19-05 E RP North: 113476.0054 East: 1276001.4473 End North: 113318.8423 East: 1276314.1768 Line Course: N 26-44-37 E Length: 268.95 North: 113559.0225 East: 1276435.2040 Curve Length:759.63 Radius:596.24 Delta:72-59-47 Tangent:441.17 Chord: 709.28 Course: N 63-14-30 E Course In: S 63-15-23 E Course Out: N 09-44-24 E RP North: 113290.7151 East: 1276967.6637 End North: 113878.3607 East: 1277068.5341 Curve Length:52.07 Radius:596.24 Delta:5-00-13 Tangent:26.05 Chord: 52.05 Course: S 77-45-30 E Course In: S 09-44-24 W Course Out: N 14-44-37 E RP North: 113290.7151 East: 1276967.6637 End North: 113867.3235 East: 1277119.4033 Curve Length:623.08 Radius:510.00 Delta:70-00-00 Tangent:357.11 Chord: 585.05 Course: S 40-15-23 E Course In: S 14-44-37 W Course Out: N 84-44-37 E RP North: 113374.1156 End North: 113420.8381 Line Course: S 05-15-23 E North: 113079.5892 Line Course: S 05-15-23 E North: 113011.3275 Curve Length:722.78 Delta: 69-01-15 Chord: 679.87 Course In: N 84-44-37 E RP North: 113066.2951 End North: 112488.7446 Line Course: S 74-16-38 E North: 112438.1249 Curve Length:461.28 Delta: 75-30-48 Chord: 428.62 Course In: S 15-43-22 W RP North:112101.2205 End North: 112093.6701 Line Course: S 01-14-10 W North: 110433.0867 Line Course: N 88-22-28 W North: 110582.2387 Line Course: S 33-18-42 W North: 110582.2387 East: 1276989.6113 East: 1277497.4666 Length: 342.69 East: 1277528.8613 Length: 68.55 East: 1277535.1414 Radius: 600.00 Tangent: 412.53 Course: S 39-46-01 E Course Out: S 15-43-22 W East: 1278132.6182 East: 1277970.0283 Length: 186.80 East: 1278149,8390 Radius: 350.00 Tangent: 271.06 Course: S 36-31-14 E Course Out: S 88-45-50 E East: 1278054.9949 East: 1278404.9135 Length: 1660.97 East: 1278369.0821 Length: 5257.85 East: 1273113.3481 Length: 0.00 East: 1273113.3481 Ilesm8lengrlesm-jobs1188610011016-00101document1closures on sp 1.doc viciffn 3 as :i5 0 O i E i is E8 �r �o SHORT PLAT PRELIMINARY ENGINEERING DRAWINGS � _;,tee,., 'Sss�> � �• ��?.� rYs ��e' .4'" r.. vA- - } i� h' 3 -E itv } Prepared for Z ff r r F< J f ' f �q xsC c z � a t r.. prepared 3300 8th Ave S, Suite 205 FEDERAL WAY, WA 98003 Phone: (25 ) 838-8113 a•- a `s®ALa•E 101,0119 ESM JOB NO 1886-001-016-0010 SHEET `{ OF 13 Sheet Index SHEET NO. DRAW-ING NO. DESCRIPTION 1 CP-01 COVER SHEET 2 CP-02 PRELIMINARY SITE PLAN 3 CP-03 PRELIMINARY DETAILED SITE PLAN 4 CP-04 PREUMINARY DETAILED SITE PLAN 5 CP-OS PRELIMINARY UTILITY PLAN 6 CP-06 PRELIMINARY UTILITY PLAN 7 CP-07 PRELIMINARY CLEARING & GRADING PLAN 8 CP-08 PRELIMINARY CLEARING & ' GRADING PLAN 9 CP-09 PRELIMINARY LANDSCAPE PLAN 10 CP-10 PRELIMINAR`f LANDSCAPE PLAN 11 CP-11 PRELIMINARY LANDSCAPE DETAILS & NOTES 12 CP-12 PRELIMINARY VEGETATION MANAGEMENT PLAN 13 CP-13 PRELIMINARY VEGETATION MANAGEMENT PLAN CIVIL ENGINEER ARCHITECT TRANSPORTATION ENGINEER ESM CONSULTING ENGINEERS CRAFT ARCHITECTS, PLLC TENIN L.AURA BARTENHAGEN, PE, LEED AP BRETT CONWAY, LEER AP, NCARB JEFF-SCHRAMM 33400 8TH AVE S 2505 THIRD AVENUE 816 6TH. ST S SUITE #205 SI ITE #324 KIRKLAND, WA 98033 FEDERAL WAY, INA 98003 SEAT iTLE, WA 98121 (5 2) 25�-0581 (253) 838-6113 (206) 720-7001 LANDSCAPE ARCHITECT OWNER AGENT ESM CONSULTING ENGINEERS FEDERAL WAY CAMPUS, LLI✓ LEANNE KUHLMAN TOM MESSMER 33400 8TH AVE S 11100 SANTA MONiCA BLVD. SUITE 850 SUITE #205 LOS ANGELES, CA 90025 FEDERAL WAY, WA 98003 (310) 261-4382 (253) 838-6113 GEOTECHNICAL ENGINEER WETLAND CONSULTANTS GEOENGINEERS TALASAEA ASSOCIATES STEVE HELVEY BILL SHIELS / JENNIFER MARRIOTT 1101 FAWCETT AVE 15050 BEAR CREEK RD NE SUITE #200 WOODINVILLE, WA 98077 TACOMA, WA 98402 (425) 861-7550 REVISIONS cp N O m m a. A PORTION OF THE NE 1/4 AND THE 1 /4 OF SECTION 16 AND THE 114 OF SECTION 1, T. 21 N.7 R. 4 E., WAYS 1 � -- a\ i r I rl rItii .� U r I I I e I tom. i t . =�� -\\ iR7;!� g ` 1 ® ®o SCALE: _ �� SO 75 0 150 300 Lf CONTOUR INTERVAL = 2' \ DA-rUN-1: N.G.V.DR 29 i i 1�11 LOT mat 1.F i APPROXIMATELY 71t: _ \ 6 ACRES XXV LOT 1 h r 50.913 ACRES- 1 � $i i 11 i _ i t o PROPOSED BUILDING I NIN� f ! i F ! EXISTING BUILDING a 1 7— i 1 �s� �� x... f, f ` � / +•Try�'L+.�v4 flM.�� - ...ter .r. ., ., .er>s+v�a.cks�r �^��:.r s� .,.`^+.-... ---•_`1^� . 4 ' _ � "O" 4 b, S�G� ' 'w. ��•.:,y''...,� xa*�- -------� -s+.r-�r+.'h .. i i "^w. '�h 3 _ R � 3� -�� ,r�h-^*�.+^-✓,,,,..- 7 , -.,r„ ..s,� ,.reR"s �Y_..---. w _ .• .. .. ... ... ,�' k `° PROPOSED BUILDING 1II \`\\\-� _ �'�~r- /.:,:- A -- -- -- i �, leO-f 2 P1�0 O \\ �. --- �. r�� ER _ S `I { 1 22.330 ACRES \\\ �`_ "- k r % f } i f SEE CRITICAL AREA REPORT BY TALASEA 0 LOT 3 7 r ASSOC. FOR DELINEATION. FILL AND 196 ACRES MITIGATION. (TYP-) 111 PROPOSED l i � � .$t� � _ _ � � -- � � i i i r a ii BUILDING II t Q a LOT 4 •_.-=�...``-:��.� ri _ ' a a- � j � ' ��{� � 13.691 ACRES 100.0 MANAGED .FOREST BUFFER e�., ..� ..,, a"'`�--`-�,.,�.., `. �. TRACT f \ at � t ''_ .,- •_.�_ `-: -. ` ` WE:YEPZr'lA—EUSER POND 19.513 ACRES I Qeb--\ i — f \ � i f a / �- C-19 d ______— -� �� _ _ 6 _---- /g r `�Zz- _ i Fla a5'n»e .',,,, •„'.+,�^+.'--.,�_ -"^..�_yyy M�q;,..-s,- _ .. S 5 { I `� �� a 'ems ...+.,.,, - "^`_.^•yty, `' C i "'-..._,"•'ter._ "e..,y:w P-0 G OF 1 SHEETS PORTION t 30, t t �OF THE _. � . x .�. AND f s .. SE �L� e F SECTION '.�, AND <� T� E _ . _.� Ik r d � s'>, F SECTION a r f ! - ) rR, {3 y{ { Za y { _ `•G'8`•f . r -• cow cum CMD- _ �� - -i�t 5'5&% W 648.C35' / r� �r � t amm /Jt .,min -- 53.0' (TYP) 12.0 (TYP) r i ; a1 127.026.0' (TYP) [LLLLL 5 (TYP) rwifl ' 40.0 N 73 20'26" W 25.00 �; j / r 118.0, (TYP) G,Q:,a f {{' PROPOSED STORM j f �+' j l / {WATER POND ,z 8.5' (TYP) _M / PROPOSE® BUILDING APPROXIMATE LOCATION OF / /18.0 (TYI� j OLYMFIC PIPE LINE EASEMENT GROSS FLOORl / I LOT 1 _ Jjf { D .; -_ Ate. ,5 � 26.0 (�P AREA-721,000 SF , { 01 OFFICE (72,100 SF) { 100.0+ MANAGED FOREST BUFFER � j WAREHOUSE (648,900 SF} SCALE: `� °° � �0° ( I 1 �'' PARKING= 378 CARS < 122 TRAILERS 9.5'jvY' vEDIt ATIO;I 00 50 ® 100 - 200 J K. CONTOUR INTERVAL - 2' gar EXISTING GAS EASEMENT•�3vr s. 12.0 (TYP)= ( ! t;,r DATA .G.V.®.29 y j , r \ SEE CRITICAL AREA REPORT BY TALASEA { { r>>` �,: M � � ' ���„� �FRONTAGE IMPROVEMENTS PER 0) j 53.0' (TYP) / t; ROAD SECTl01� K ON SHEET ' ASSOC. FOR DELINEATION, FILL AND { { '} �� s I{ '� j j / MITIGATION. (TYP) i- £ Y' 1 s � f � v":r ,, ' 1' S, i-\ S� yf t'3 it P - Z b ,F r tom. 1 F E `yfyY'�3 <` Fj J 75.0' / { i j r 1 REMOVE EXISTING DRNEAY { PROJECT ARRATIVE: �d • r x r � � { + 4 � � g,� ' THE PROPOSED SHORT PLAT IS LOCATED ON THE NORTHERN PORTION OF THE J = c a CP-1-ZONED PROPERTY ON THE FORMER WEYERHAEUSER CAMPUS. THE SITE LIES 30.Q' / 130,0' { ( ; r y { f GENERALLY EAST OF INTERSTATE 5, NORTH OF THE FORMER WEYERHAEUSER HEADQUARTERS BUILDING, AND WEST OF NORTH LAKE, IN THE CITY OF FEDERAL WAY. THE SHORT PLAT INCLUDES KING COUNTY PARCEL NUMBERS 162104-9056, 162104-9013, 162104-9030 -0010.8.5' (TY} AND 228500 . 60.0' I _f�; EXISTING USES ON THESE PARCELS INCLUDE THE WEYERHAEUSER TECHNOLOGY CENTER, - - 60.Q j _ 0 r' PASSIVE AND ACTIVE PRIVATE RECREATION SPACES, ACCESS AND PARKING AREAS, AND - F € ;1 STORl�1�"DATER F1CILlTIES. THE GOAL OF THE SHORT PLAT IS TO SLi6[�itJIDE THE EXISTING rn { .' N 88'22'20" U� �p��.�4' �.0' `� ��' � 3'`� PARCELS TO BETTER RESPECT THE EXITING RIGHTS--OF-WAY, AND TO PROVIDE .THE a :11NECESSARY PARCEL CONFIGURATION FOR THE NECESSARY INFRASTRUCTURE, PARKING, AND ATER REDEVELOPMENT _ � --�- ��� � � F � STORM WON PROPOSESSAF�OT L` OFJES � LOTS 1AND 1 TRACT. TE> IN DOING S0, THIS SHORT 18.0 (TYP) 8.5 (TYP) g SUBDiVIS rIx, i { ` THIS PROPOSAL IS IN CONFORMANCE WITH THE CONCOMITANT AGREEMENT MADE BY AND mom- N WEYERHAEUSER COMPANY ON AUGUST 23, 1994, s r r r F 6 r I i d { / �; � Yg BETWEEN THE CITY OF FEDERAL WAY AND �' ' 26.0(TYF){ _v AS WELL AS THE APPLICABLE PORTIONS OF THE 1994 FEDERAL WAY CODE THAT WAS lid EFFECT AT THAT TIME. 40.0' n { '`� lit 1 IN BRIEF, THE SHORT PLAT DEPICTS A TOTAL r' DEVELOPMENT OF 1 D66,900 SF OF NEW % 1 1 j . '� ` "�-"'�� ,(jn I t`"� AI�EHO;.iSE SPATE IN THREE- (i�iCDING ANCILLARY OFFICE SPACE OF .3 ALONG WITH 776 VEHI ABOUT 10%}, CLE PARKING STALLS AND ANOTHER 154 TRAILER �` N PARKING STALLS. f cm lI? �\. \ a ■ter,=e } -�. THIS DEVELOPMENT IS IN ADDITION TO THE EXISTING WEYERHAEUSER TECHNOLOGY CENTER, Y < 1 1 4,11 _� °`' WHICH WILL REMAIN; HOWEVER, THE EXISTING PARKING LOTS SERVING THE BUILDING WILL K` '( i 1 � EXISTING SEWER EASEMENT z } ; BE CONSOLIDATED, PROVIDING A TOTAL OF 1,085 VEHICLE PARKING STALLS RELOCATED TO BE IN CLOSER PROXIMITY TO THE TECHNOLOGY CENTER BUILDING. }' 4: LOT 2 ` �� ` o j j } / _ s _ THE FOLLOWING TABLE BREAKS DOWN THE EXISTING AND PROPOSED �DFVELOPMENT BY LOT: €f co ' r PROPOSED STORM% a € i!> {' lit ! � a I ATER ETLA,N ® / rr� EXISTING BUILDING L DING � t{ Area ac l3id� s;� �>me��l u�� ��� �a�er� t \ 38.0 GROSS FLOOR € Lot 1 50.9 721,000 sf Warehouse 37$ stalls 122 stalls s / / % AREA=235 246 SF - Lot 2 22.3 235,346 sf lxisfiin Tech Center 1,085 stalls ` X , PARKING=1085 CARS _ ,v e /. { lL,ot 3 26.2 72,900 sf Two Warehouses 39$ stalls 32 slap / ( { 273.000 s jj _ ,.. ' - - - - " Lot 4 13.7 0 sf Future 1? t./Open Space a F} t r �L/ ' ' y r' r . � � I QI.ot 5 + 6A 0 sf_ lure l)v�. Fu li(lpen Space r !/ 'bract A `.,.�� 19.5 0 sf en Space -s0.0 ' 10.0 EXISTING t z£ j ;j = 5.66 ��^ �•. GAS EASEMENT % } 15.0 BUILDING 3$QDx rdj \ `� SETBACK LIME` y SITE DATA _- ff 1', PARCEL,5R/WDEDICATION Ps 9 C+r NOS:- 16� / 04-.,+15�a--07, 162104-9013-09, ry ^ \ • , f / N 1'37'4 E \ 162104-9030-08, AND 22850.0-0010-00 o> € a ® jr a r \ ,. 19.00' N 88f.�2 20 ' W ry .. \ �a�,;� ;�.,., � { ✓ � r j IV 88'2z 20 V 441.2Fr' N 1'37.40" E /T6.�i8' _ \, o I TOTAL SITE ARREA:;19,1�5 S.F.SF(1 I9 AG., a 46.45' d 19.00, • • ®® . .o { \ �r.,% { { P� IMPERVIOUS AREA: 2,947,478 S,F. gf7.Cs6 AC. 57% PROPOSED IMPER} v > z r N 88.22 2Q vV r' w 143.59' N r ALLOWED IMPERVIOUS AREA: 70% FL SEE SHEET CP-04 FOR CONTINUATION s ZONING. CP-1 a •o o CONSTRUCTION: UNLIMITED USE: WAREHOUSE, OFFICE 0 WETLAND FILL AREA 7,365 SF. (0..17 AC.) k m PARKING: 1,874 CAR STALLS, 154 TRAILERS a TRAILER STALLS: 12'X53' 00) PARKING STALLS: E M 1,861 STAN DARD=8.5'X18' (MIN) co E, 13 COMPACT (C)=8'X18' (0.7%) m AISLE WIDTH: 26' MIN. (TYP) Eo i® mo �a 11: m ■ l )IL ff 1 ®I REVISIONS A PORTION E THE NE 1/4 AND THE SE 1/4 OF SECTION16 AND THE NW 1 /4 OF SECTION 1 59 T. 21 R. 4 E,''VAI.M. SEE SHEET CP-03 FOR CONTINUATION N 1'37'40" E a`b� " 1$.0 (TYP) 19.00, N 88'22'20" W a �' N 88'22 20 W 441.26' \ �'..-.. zy` / /h. , r N 1"37'4�0" E 76.68' _ s s 4 6.45' 194.80' % z ! Ar _ N 88'22'20" W 26.0' G' 143.59'i�"v off 8.5' (TYP) s �' f �L�� �� s4a. s�Jf / PROPOSE U 56.6 , 4�ry �.� �f 5 r g a GROSS FLOOR PARKING= 85 CARS 8A \ AREA=72,900 SF 6 TRAILERS 26.0 r s ! OFFICE (7,290 SF) 15.0 , 40.0' f 100.0 MANAGED FOREST BUFFER ! / WAREHOUSE (65.610 SF) �`� •Lf "?� ,f N 30'42'35" W of y h 8.o' 18.0' (TYP) 15.0' \ \ 130.0' p 9 $ ,r a •^ 8.5' (TYP) 18.0 (TYP} r F� r®! 9.5' R/ DEDICATION N 47'20'56 E� / pi 1 a/ LOT 3 141.77' j F 1, 42'39 04 W J j t - ~ 53.0' (TYP) 26.0 (T P} 7.00' ; `, ✓ i � Y £ dz '1, - (n. , 9. � .+`'.•+'" ^..- ..✓.. �. aGvAp RTnRU12 0' (TYP) {'' ✓ _E ` ///`„ f ,r. �� f i .g •r N 47 20 56 E WATER 141.29' t FACILITY. , {' 47" 1 �55 W K SCALE: °- ��' i ?li 1,�/ q (� /�a N 2 fj.:+' i. \ op ! LOT 1'' Y - / A=3" 17, 38a, y 1003 50 0 1 no 200 0" e R- i 272A0'CONTOUR INTERVAL = 2° rr ! os F PROP�� �lIL®ING III L=73.13'/ji Q=2`43co '10" GROSS FLOOR 4L/ s t W✓ ^r AREA=273,000 SF N 50'3933 OFFICE (27,300 SF) 15.00'`Jmrll 1 "59'41 " WAREHOUSE (245,700 SF} / PARKING= 313 CARS / R=1244.00 i r4 `� N 52'35'03" W L=43.31' EXISTING STORM 26 TRAILERS , WATER POND w ' j A=1 "55'30" REMOVE EXISTING DRIVEWAY % a N 88' 19' 11 " WR=1257.00' !/ b.116.44'L=42.23' 2 1 1 /LUJI CD 00 R=1238-00' f \ f y I i v)0; '' L=75.99' if SEE CRITICAL AREA REPORT BY TALASEA { r- ' • .r/%'`, ASSOC. FOR DELINEATION, FILL AND 8.5' ( TYP) F tl pfi MITIGATION. (TYP) -� Az / FRONTAGE IMPROVEMENTS PER t t r A=1'25'S831 r ' / ROAD SECTION "K" ON THIS SHEET . / 18.0 (TYP} R=1250.0026 ' �= L=31.26 / .x ' s I / ws ^ .? 1 / R/W DEDICATION WIDTH VARIES I c' EASEMENT J ; 1 STORM v/ OI_YIu1PIC PIPE L�NI_ ,/� ! WATER FACILITY N 24'40 5o W - 13.00' SEWER EASEMENT N 9°44'23" E � * e - - �0 26.00 N 10*55'05" W g291 L � n 0 /� %$� Y 7..0iJ s a • ° / /A'- �•J` f a k / !,' �-.-N 7.38'21�ip'- ��__,_ $ - -- - _ - D 13 f 27.01 ' 8=8'48 52 if APPROXIMATE LOCATION OF >- - =R_391 0 ^ e ,- OLYMPIC PIPE LINE EASEMENT - ! Y, sx t '•` t• / f , ` ,,:ram /" -„. "•-=- "-=-""`-" '_' "' ",.. '*.. '4 r f x � l e. it if / �1 J n . ��-ma's' -,TM...�. - v"�t` € `'/ ` it 1i 411 ?� 9.5' R/W DEDICATION - +�/ f 13 R 3 ;' / / � , R=554.24' �. p � *+ OLYMPIC PIPE LIME EASMENT f � �..f `� / <I L=48.40 6n t C W /i`y / ; • �,,'`' '.; jam/ / �C\\ '''�'"n..4�Y�1 y z N 26`44'37" E FRONTAGE IMPROVEMENTS PER w' f (r 53.38 y ROAD SECTION K ON THIS SHEET _ Y LO } 5.00 w;} LOT PIPLINE EAS=MENf N 88'15 31y f 129.02'i a z I iii / , low :.. 9. ( . % co � � � �/ifJ'i/ ! rn Ff .AZ/ rrnNt LO 04 w _ a s t' GO LANDSCAPE 1 ASI ENrr � �. � i x 6_ gyp, y •/���' •///���'y`.�y��y'}`'� ...�/(J m Q f{ , :� .��.� �V[,P�`�'f 'ems Y� f(�� •- Aol { R I: a _ m _ sh k r _ r F•� O ? - -..ems` =^ W y ::.T• .` - - L,_ ' --- - - _._/- --- -.• _ -•- c - I � .,.�,r--� �/ r `4 zy �„ i .,• ,AML �,. _... - - - - 3'j.. 8' fi''k 5' 11' 12' 11' 5' 6'* 8' 3' JUL Sidewalk Planter Bike Bike Planter Sidewalk Util strip strip 4.4' 1 , 80 MINIMUM PAVEMENT SECTIONS PRINCIPAL MINOR COLLECTOR 0.30' HMA CL Y2", PG 64-22 0.67` I'MA CL Y2", PG 64-22 0.50' HMA CL Y",. PG 64-22 0.85' 14M.A CL 1 ". PG 64-22 0.50' CS TC 0.50' CS TC 0.50' GSTC OR OR G_3o' HMA CL Y2", PG 64-2 0.30' HMA CL ", PG 64-22 0.85' ATB 0.70' ATB NO ES: $ PLANTER STRIP DIMENSION IS MEASURED FROM THE SIDEWALK TO THE FACE OF CURS. REV: FWRUARY20ONS amwARTERIARTERIAL/COLLECTOR mm ` F 0 md WW WORKS 336TH STREET & WEYERHAEUSER > law - - - - - - -smmmmmmmmm 4, OF 1 3 SHEETS REVIS10NS PORTION "....,., ,. ..... �. .. .,\ THE .. F .. AND t '... � . R f - S 1. l y} 16 /.. t " : k a � i r, � >� z �.:, �� d 'y_.. �d_. _. E s � 8 SECTION �- . i � THE �"5 F SECTION 15, � ! 'z 4 s It T- r — / i" i 1 .H A f c, it P r1l —P em ®zz am L��; Fr I i42 , - A r 51 �i t F 4 I PROPOSED ST( WATER FACIL11 APPRBXIMATE LOCATION OF / It OLYMPIC PIPE LINE EASEMENT: t F t / j rt { ' MANAGED FOREST` BUFFER / � _-' 100.0 / PROPOSE® BUILDING I 1 / GROSS FLOOR / AREA=721,000 SF EXISTING GAS EASMENT ' r $ Y It q It 6' f R P P Y 1 xJ AZ ... j P a // _ COP Qj ' t ( £Ai j' 1 }I if l ` I d4 p•f� , $ 'd i�T �, ,rt EXISTING FIRE HYDR EXISTING WATER F SERVICE AND r If HYDRANT t EXISTING WATER SERVICE AND i 2 ( / f HYDRANT i P `L I �, gr EXISTING WATER { 1 1 ;t ANN.DA HYDRANT ) ( R f ^ EXISTING SEWER EASEMENT: , lit EXISTING SEWER FORCE MAIN. � l )®:> _ --� FRONTAGE IM > / \ _ -� s ROAD SECT101 CP-03 s R PROPOSED STORM / i WATER WETLAND / EXISTING BUILDING GROSS FLOOR AREA=235,246 SFCOP bl i iJ ! •"9r t nli 1 Q.Q EXISTING t \` GAS EASEMENT 15.0 BUILDING i3: 1F f ~:: SETBACK LINE O. jtd F g�' �S (� SEE SHEET CP-06 FOR CONTINUATION t�! 4• i yr- s Viz, .1E i — is �. 1 � JI co 01, w, =a t. r> i � d• f Y tv� <X V ff ,r" r r ' .yy � r 111 SCALE. I At � 1009 $00 _50 0 100 200 CONTOUR INTERVAL = 2' DATUM: Ne .V.D. 2 LEGEND ® PROPOSED STORM DRAINAGE PROPOSED SANITARY SEWER PROPOSED WATER MAIN EXISTING WATER MAIN P) =NTS PER N SHEET REVISIONS TION OF THE NE 1/4 AND THE SE 1 /4 OF SECTION 16 AND THE 1/4 OF SECTION 1, T. 21 N., R. 4W.M. SEE SHEET CP-05 FOR CONTINUATION I / !L i i! rv' � F !Y \ �. Q •.,` 3; >, 4 `° � d` fn ,S p 1' = I PROPOSE® BUILDING II t f'� ,� GROSS FLOOR 100.0' MANAGEDF AREA=72,900 SF X ; FOREST BUFFER ' j Jr � EXISTING FIRE HYDRANT (TYP) co 10 F & ka I I FAA { F�__1-'Y.'x` .✓ ./ oe y` y' / STO R LOT ' / ® \ /� WATER- kFACILITY B! � 9 SCALE: 1 — 100 PROPOSED BUILDING III r - €- '{ �' F' • wad. � ' � `` q S ., _ _+ \ r � f�l '.eft / _ GROSS FLOOR ® �' 100 50 . 0 100 200 AREA=273,000 SF I € k CONTOUR INTERVAL 2 44) .EXISTING STORM DATUM: N.G.V.D. 29 r t WATER POND LEGEND • a F f ! ® {'{ `> / FRONTAGE IMPROVEMENTS PER PROPOSED STORM DRAINAGE ROAD SECTION K ON SKEET CP 03 PROPOSED SANITARY SEWER CONNECT TO EXISTING WATER MAIN P ! TRACT A { a 1 t} I f it/! CONNECT TO EXISTING SEWER MANHOLE k F / (� f; � � STORM 1 am- } r� �- / WATER # 1. EXISTING SANITARY SEWER FACILITY fts r r zL_ If, / I a k a t f �+^' Z NQ ell lk FRONTAGE IMPROVEMENTS PER t ROAD SECTION K ON SHEET ` F —03 it / CP i { LOT 4' Co 11- �, 4-1 A f00 \ S IF EL. 4 `I. ; S i ii. i 1 d fk{ s•$� ` / f / Jj ---1 ir J, 1 z ✓'rhtV ___ _ _ _ - - C P-0 OF 9 SHEET S A PORTION OF THE NE 1/4 AND THE SE 1/4 OF SECTION 16 AND THE NW 1/4 OF SECTION 15, T. 21 N, R. 4 E, Wm. fw4 jyj V" al/: w1i —71, -5AIIAII 7 Q 7k V 11p _y -4 —j— J, v I-L—t 1�4 I i I I vz war_ 7 �!x .. z / , ­wy. - j I tj — — - t_._A� I I . : � 1� /w "M �w om 1, To 8 1 1771r, 1, To 8, IT 7 ........... ........... 7= CLEARING 'LIMITS XA/ VY X4 > ­--77' 444.00 g \ , - " / r ' '7% .0 _e� 444.00 "ON _j, NX '1� \2k. CLEARING LIMITS (TYP) Y PROPOSEDSTORM J Emil 3� - WATER FACILIT) f e py f 0 z/ 100.0' MANAGED FOREST BUI.E., PROPOSED BUILDING I t `2 —A, f jp­'I GROSS FLOOR AREA=721,000 SF F fill N F.F.=448.00 jr =4 1 f z =21 M, SCALE: 1 100 '1140152 k g&b I f St 200 Y "'27 co Tr_ "T117-OUR INTERVAL 2' V 101 i:,hl C01 I 444.00`� gy DATUM: N.G.V.D. 29 444.0 0 f 11 tl as -4.—, J_ oo LEGEND 17- 70 i S To FINISIHED GRADE CONTOURS 8' WALL EXISTING GROUND CONTOURS ALL 8, w 1, To ,o- TTI V X T A'� 'NEAT LINE' IWL'U I I "If, , hi * FOR PERMIT PURPOSES ONLY. QUANTITIES ARE' YARDAGE'S WITHOUT ALLOWANCE FOR SHRINK OR SWELL. IT IS THE CONTRACTORS RESPONSIBILITY TO CALCULATE ALL iA' YARDAGE'S FOR BID PURPOSES. 3. -3 T iA p hl, FT RONTAGE IMPROVEMENIS PER Zz­ 5 ROAD SECT!0N "K" ON SHEE g CP-03 w" f PR ORM OPOSED ST 71 e EXISTING BUILDING WATER WETLAND GROSS FLOOR j/ V Z 1 7_ AREA=235,246 SF IV, F.F.=437.08± 7 V I" I vwr INI Pig 00a; CO 1p Tr j LI -4 1 u I I I I I I 117FF > "'07 0— ID SEE SHEET "P-08 FOR CONTINUATION 0.2 0 ca go cm E cp c 'S E d 1z Yk CUT �-=306,000 CY FILL = 317 800 CY NET = 11,800 CY (FILL) wiIIIIIIIIIIIIII A PORTION OF THE NE 1/4 AND THE SE 1/4 OF SECT�ON 16 AND THE NW 1/4 OF SECT�ON 15, T. 21 N., R. 4 E�, W.M. I I SEE SHEET CP-07 FOR CONTINUATION � " I � .1 - I 1. 1711 - - I - 1. � I 11 I'- 1-1 , , ., � -- 1-... , I I I "O , I 1111k�,,� //t -. I I , I "'. ,.,� ; 1i � I " " - � 11 , �� 1h � - /' - " I , , --I I 1. -1 , ��,, ;. 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I 0 , "Ilt '-'-CALE: I " = 1 00' %-.V I I �� !!!!!!9 I 0 0 50 0 i 00 200 CONTOUR INTERVAL = 2' DATUM: N.G.V.D. 29 LEG EN D ---.1 � 4� - - 4— ��- " ,--�- -11-1 — ----- — FINISHED GRADE CONTOURS --e- =-,�C�-� -- — I --,- — — EXISTING GROUND CONTOURS I REVISIC)NS m 00 OD -11 E Go IV PORTION OF THE NE 1 /4 AND THE SE 1/4 OF SECTION 16 AND THE NW 1/4 OF SECT0N 1 , T. 21 N, R. 4 E, _- f......._.___•_.__ ri r ` -- .,.;yet �� ...�' r� ?f yp . --- \ .7 t r t s _ i 1 — _ i — S J f; 1 --- --- f -__ - u (— - Elm M. V. rF y 100.0' MIN. MANAGED FOREST BUFFER- SEE SHEET CP-12 \._ CO 4; y t' ' 4 {{f `l� .� l `' ♦ \ / -- i __ .. fit. '.h ;` „r >+". F x °�`, {» ♦ % PROPOSED STORMr fz« ATE I� POND PROPOSED BUILDING I LOT _ _ STORM POND LANDSCAPING - SEE SEE TYPICAL PLANT PALETTE HYDROSEEDED LAWN _ (,� `�♦ PLANTING STRIP. ADD DETAIL ON SHEET SCALE: V _ 100' / r tr r CID �, a PER 1994 CONCOMITANT AGREEMENT,ui NT # 100 50 0 100- 200 1 » ALL UNDEVELOPED AREA SHALL REMAIN J ,f. r' IN A NATIVE STATE. EXISTING VEGETATION FIRE HYDRANT C®NTC36J Ii�TEf��iA1: = 2' J . 's. » SHALL REMAIN IN ALL AREAS THAT ARE � �` I \\ PROPOSED DECIDUOUS STREET LEFT UNDISTURBED, TYPICAL. TREES AT 40' ON CENTER PER DATUM: .G.V.D. 29 CITY OF FEDERAL WAY I J / `» SEE CRITICAL AREA REPORT BY APPROVED SPECIES. SPECIES { 7 •` FRONTAGE IMPROVEMENTS PER stg •. rx n r / » TALASEA ASSOC. FOR TO BE DETERMINED. r ROAD SECTION K " ON SHEET DELINEATION, FILL AND .,.>}' y!� CP-03 i PROPOSED DECIDUOUS STREET <F : � MITIGATION. (TYP) TREES AT 40' ON CENTER PER J CITY OF FEDERAL WAY :, :'` PRELIMINARY PLANT PALETTE ` t F` "rtk J / APPROVED SPECIES. SPECIES w -' " J ;;. J V mbol tarsi I / an >��m� �iZ� ntltu t� \ TO BE DETERMINED. o� t (D) AFTER PLANT NAME DENOTES "DROUGHT TOLERA�.T � MINIMUM OF 25�Q of firC40< .. - _. ... _. PROPOSED PLANTS ARE DROUGHT TOLERANT PURSUANT TO FWC22-I564(f) Tsuga heterophglla ! WESTERN 6' min. ht. 26 Full, vigorous, B45 MIXED EVERGREEN AND x HEMLOCK DECIDUOUS NATIVE SPECIES ' `' '»' A . _ » ., f Thuja plicate Hogan I HOGAN 6 min. Int. 31 Full, vigorous, 545 rr� --- —V .y /- .� . / '"' - TYP. SYM. SEE J _ i ' I PLANTING CEDAR - -� f ! J =; ; ` -- -/• TYPICAL PLANT PALETTE AND = DETAIL ON SHEET P- = Chamaecyparis nootk itensis I 6' mint. ht. 36 Full, vigorous, 545 - t EET C 10. r A ASKA _ L N CEDAR Interior parking area- deciduous, 2" ca 1. 153 Full, ba lanced r smaller mature cano tee- brand hin B4B Species to be determinecl Cam) - r ,N J ,> �tACCENT EVERGREEN Interior parking area- deciduous, 2:' cal. 123 Full, vigorous, B4I✓3 J _ - TREE SPECIES IN .r - x larger Mature canopy tree r.• ` d. PERIMETER AREAS- Species to be determinfeo CD) :TYPICAL. REFER TO .� s Strut tree species per Cit Of " x�3;f J r � •� '.. / - .. p y 2 .,,a I. � t Full, balanced zPLANT PALETTE `THIS SHEET. Federal WaS Approved Street branching, S4S I%$`: `� _ r - / : • , Tree List (D) Street tree species per City of 2" cal- 41 Pull, balanced t f �J, Eta ay Approved Street branching, E345 i� __..__. __._ .''• � { Federal W - 1. l •,'' it / i » y \ Tree e List (D) t cat 't i f r. Hit � ` � ,�foil if �f J •'' t P 1. 3j.�9 r S f Y �v` - >, �.ti »a » a .—.�_» » a'» b - � ? t - t , e` ��`\•`'�-.",:..1 PER FWCC 1567�e�(1 ), SUPPLEMENT PARKING LOW MIXED EVERGREEN • + I AND DECIDUOUS PLANT •� \./ \ �4. 2 � ..AREA LANDSCAPING SPECIES AT BUILDING I WITH ADDITIONAL n �� SHRUBS TO MEET FACADE- TYP. SYM. SEE • � � TYPE N VISUAL TYPICAL PLANT PALETTE r ` S AND DETAIL ON SHEEP � �::. �\y ./ - 3f � SCREEN IN AREA ` �y THAT ARE NOT ALREADY CID LOT SUBSTANTIALLY af SCREENED FROM THE PROPOSED STORM� RIGHT OF WAY. WATER WETLAND \ � ;` � �' EXISTING BUILDING'— Y s J� • J /%' INTERIOR PARKING LOT I r t` r fr LANDSCAPING PER 1994 .. \ r- FWCC- TYP. SYM. SEE <� TYPICAL PLANT PALETTE AND ;DETAIL ON SHEET CP-10. y — — INTERIOR PARKING LOT DECIDUOUS TREE PER 199 FWCC- TYP. SYM. TREE 0 T � /BE SMALLER MAI URt `SPECIES SUITABLE r=C�R INTERIOR PARKING AREA. _a t , / // SPECIES TO BE DETERMINED. E p r _ /® r, ° u , _____.._ - ;---_----- —.-.. � '..,-- .�..-•_ � , INTERIOR PARKING LOT DECIDUOUS TREE PER 1994 x �� FWCG- TYP. SYM. TREE TO .•'-�';;,� ,.\ .,�. �,i �< � f y- : - ,_ '/ BE LARGER MATURE SPECIES . ` o SUITABLE FOR LARGER INTERIOR PARKING AREAS. PRELIMINARY LANDSCAPE DESIGN SEE SHEET CP-10 FOR CONTINUATION LANDSCAPE TES SPECIES TO BE DETERMINED. THIS PROJECT IS VESTED UNDER THE IS34 CITY OF FEDERAL MUNICIPAL CODE PER ISS4 FWCC CHAPTER 22 PARKING LOT LANDSCAPE 1. GROIN0 COVERS SHALL 15E PLANTED AND SPACED USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT � AND � 1�54 CONCOMITANT AGEEEMENT-B�TlL'EEN THE CITY � FEDERAL WAY SCREENING ADJACENT TO PUBLIC RIGHTS -OF -WAY IS REQUIRED AND THE PROPERTY OWNER. THE PROPERTY 1S ZONED CP-I. THIS LANDSCAPE AND SHALL INCORPORATE SEi�MS AT LEAST 3' IN HEIGHT WITHIN N TOTAL COVERAGE OF LANDSCAPED AREA WITHIN TREE YEARS PURSUANT TO FWCC SECTION 22-I564(j) PLAN MEETS THE REQUIREMENTS OF A CPA PROJECT BASED ON THESE TWO PERIMETER LANDSCAPE AREAS. ALTERNATIVELY, IF APPROVED 2. GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST FOUR INCHES OF .TOPSOIL AT FINISH REGULATING DOCUMENTS. BY THE COMMUNITY DEVELOPMENT DIRECTOR, SUBSTANTIAL ' SPECIFICALLY: SHRUB PLANTINGS MUST BE ADDED TO THE REQUIRED GRADE PURSUANT TO FWCC SECTION 22-164(I) _o PERIMETER LANDSCAPING -TO ACT AS AN EFFICIENT SUBSTITUTE 3. EXISTING CLAY OR SANDY SOILS SHALL PE AUGMENTED WITH AN ORGrtANIC SUPPLEMENT PURSUANT TO FWCC PER 14S4 FWCC SECTION XI- PARKING AREA LANDSCAPING SHALL SHOW (1) 2 FOR THE 3' BERM, TO REDUCE VISUAL IMPACT OF PARKING CALIPER DECIDUOUS OR 5' HT. EVERGREEN TREE PER PARKING ISLAND AND AREAS AND SCREEN AUTOMOBILES. THE UNDISTURBED 50' WIDTH SECTION 22-164(m). GROUNDCOVER SHALL BE PLANTED TO ACHIEVE 60% COVERAGE WITHIN 2 NATURAL FORESTED SUFFER IS AN EFFICIENT SUBSTITUTE FOR THE 4. LANDSCAPE AREAS SHALL BE COVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION YEARS. INTERIOR PARKING LOT LANDSCAPING IS REQUIRED AT A RATE OF 22 3' SEEM OR ADDITIONAL SHRUS PLANTINGS. SQUARE FEET OF TYPE IV LANDSCAPING PER PARKING STALL, WHEN 50 OR PURSUANT TO RUC( SECTION 22-164Cn) MORE STALLS ARE PROVIDED_ IDENTIFY THE SQUARE FOOTAGE OF ALL 5. SOIL IN PARKING LOT LANDSCAPED AREAS MUST 5E NON -COMPACTED TO A DEPTH OF iS INCHES PRIOR TO °- INTERIOR LANDSCAPING_ PLANTING OF ANY SHRUBS, TREES, OR GROUND COVERS PURSUANT TO FWCC SECTION 22-1641 ) PER THE CONCOMITANT AGREEMENT, SECTION XI, LANDSCAPING:In y PER iSS4 FWCC CHAPTER 22, A IO' WIDTH PARKING LOT PERIMETER SUFFER is IRRIGATION DESIGN NOTES co REQUIRED I ROW OF 2" CALIPER DECIDUOUS OR 5' WT. EVERGREEN TREES AT ALL UNDEVELOPED AREA SI-TALL 13E LEFT N A NATIVE STATE cm 0 30 ON CENTER FOR THE LENGTH OF THE STRIP, UP TO 25% OF THE TREES MAY ALL PROPOSED VEGETATION SHALL BE DETERMINED TO BE SE DECIDUOUS. GROUNDCOVER SHALL 5E PLANTED TO ACHIEVE 60% COMPATIBLE WITH EXISTING VEGETATION- PER FWCC 22-1564(o-t), IRRIGATION SHALL 5E PROVIDED TO ESTA5LISH NEW PLANTINGS. THE IRRIGATION SYSTEM r COVERAGE WITHIN 2 YEARS. NATURAL VEGETATION T HAT HAS SEEN NEW PARKING LOT LANDSCAPING SHALL MEET THE MINIMUM WILL 5E DESIGNED TO INCLUDE SEPARATE LIGATION ZONES FOR LANDSCAPE PERIMETER BUFFER (WHERE THERE UNDISTURBED MEETS ALL OF THE REQUIREMENTS OF THIS SECTION. STANDARDS OF THE iS44 FEDERAL WAY MUNICIPAL CODE. ARE NEW PLANTINGS), LAWN, AND INTERIOR PARKING LOT AREAS. 0 NO.1 DESCRIPTION/DATE 1 BY DATE OF PRINT- 9 9 OF ! SHEETS REVISIONS ' PORTION OE THE NE 1/4 AND THE SE 1/4 OF SECTION16 AND THE NW 1 /4 OF SECTION15, T. 21 N, R. 4 E., NO. DESCRIPTION/DAM SEE SHEET CP-® FOR CO TI UATIC� a : y,9 x F M�Z,: — f v r r s -y f e r , A - s < Y — (¢ A IF All r jBUILDING- ' PROPOSED II `» .v- e 0 ' MA 4� 1 OA MANAGED FOREST BUFFER- 1 SEE SHEET CP-12 I ? _ as . STORM STATE OF WpArS�(-[�l•NGTON wi ACCENT EVERGREEN WATER / PER C 15C7(e) ), I ti ;e —" ♦� p�y�e F. `y�Y ' � / " „r 9f � 0 DSV800—G ARVf'IFT� s:.'. TREE SPECIES IN �' - SUPPLEMENT PARKING SCALE: 100, / I°ACILIT�' � ..s s g ! F / / PERIMETER AREAS- fr ,ram t a. a e j < of tr ` AREA LANDSCAPINGNEW EEANNE D. KUNuuAtw '., TYPICAL. REFER TO __f r 1 ` ►, -. �,, _ _ _ LOW MIXED EVERGREEN .` WITH ADDITIONAL CERTIFICATE Na. 74. PLANT PALETTEI. a.aaaa a s ,. y, , ...a ay , -a'=: AND DECIDUOUS PLANT ' y,< , SHRUBS TO MEET 100 50 0 100 200 LA /y z r THIS SHEET. 1 (.` ' ✓' /• l` - r' g SPECIES AT BUILDING TYPE 11 VISUALCONTOUR INTERVAL _ a ';' '>' LOT FACADE- TYP. SYM. SEE �, ,/`, _/ SCREEN f�! AREAS mw s t aft' > f s'/ J I I / TYPICAL PLANT PALETTE THAT ARE NOT DATUM: N.G.V.D. 29�� I F v F yip` \ AND DETAIL ON THIS �" '" / ALREADY _ SHEET. ' / lJ' SUBSTr'�NTiALLY ,' �'i fit:' i Nit / SCREENED FROM THE RIGHT OF WAY. Q HYQROSEEDED LAWN W -�► i PLANTING STRIP. INTERIOR PARKING LOT w ow r F I LANDSCAPING PER 1994 ai y�{a I t f, {/ F1�ICC- TYP. SYM. SEE - :moo TYPICAL PLANT PALETTE AND z Z f 1,' - tt !,'%I 7.t£'' d '`f �✓ r t h l r f �0 FIRE HYDRANTf ID 0 DETAIL THIS SHEET o 6 ( � LOT 5 INTERIOR PARKING LOT 10 - e" PROPOSED BUILDING III � �.��. _ PER 199� � {'r x �Y �,. � ' / DECIDUOUS TREE Z t/3 z Z FWCC- TYP SYM. TREE TO - i . J F STORM POND LANDSCAPING- :; ` BE SMALLER MATURE I- � SEE TYPICAL PLANT PALETTE SPECIES SUITABLE FOR 0 f ,.. a t - ; AND DETAIL ON THIS SHEET. I y'., _ - - INTERIOR PARKING AREA. U r €r SPECIES TO BE DETERMINED. e r 1 lea •� Vj E i } FRONTAGE IMPROVEMENTS PER v� / N ROAD SECTION K ON SHEET t s { .y "ram i lF r. r: f a - 7 s SCH= TYPICAL LAYOUT TYPICAL PLANTING 'P� - I f� ! GROUNDCOVER SEE CRITICAL AREA REPORT BY /yi-' y"�.=,1� - � �� - �, /, 3�, � 3 ;. TALASEA ASSOC. FOR / t, ,l ,., _,�> + + + INTERIOR PAWING LOT- TYPICAL PLANT PALETTE (D) DELINEATION, FILL AND 1 l �,� .,, k + + + Car enteria californica I BUSH ANEMONE E t f ,; - r • >= t Ceanothus / CALIFORNIA WILD LILAC �� L".- MITIGATION. (TYP), : /} f A q ` Deschampi caespitosa / TUFTED WAIFGRASS I / INTERIOR PARKING LOT' DECIDUOUS Santolina /LAVENDER CO�'TC3N frf/ /` / DECIDUOUS TREE PER 1994 Spiraea betulifolta var. lucida / BIRCH LEAF SPIREA SHRUBS I r r _ FIRE HYDRANT FWCC- TYP. SYM. TREE TO p p Cistus ur urea / ROCK, ROSE EVERGREEN t _ / _ •:,f ! ' BE LARGER MATURE SPECIES TRACT // / Perovskia atriplicifotia / RUSSIAN SAGE SHRUBS SUITABLE FOR LARGER r F /° •v , / , , �\\ Sedum spp. / STONECROP ISLAND // / INTERIOR PARKING AREAS. Achillea millefolium / YARROW V%' r ` A / SPECIES TO BE DETERMINED. TREE '1 PER 1994 CONCOMITANT AGREEMENT,%,��,\\\`!UNDEVELOPED" f' N / STORM POND NATIVE SPECIES TYPICAL PLANT PALETTE (D) NATIVE � Ile � ALL AREA SHALL REMAIN � . \, ,..�/ _ � # .. a / 3 y ': , �':' ¥. tPROPOSED DECIDUOUS STREET Amtosta los uva-ursi / KINNIKINNICK EVERGREEN m /t / �• ..:� gp r, ,Ys,�- ,� ,> IN A NATIVE STATE. EXISTING VEGETATION , .�� ��`� .,��// , ', x a 9, , 1��J . ,./'. SHALL REMAIN IN ALL AREAS THAT ARE ?�::' ,_- '�,,n'` '� 'TREES AT 40' ON CENTER PER C-cauttheria shallorl I SALAL g¢ /a Mahonia r ens I CREEPING MAHONIA NATIVE LEFT UNDISTURBED, TYPICAL CITY OF FEDERAL WAY GROUNDCOVER ' Mahonia a uifolium / OREGON GRAPE F= F t = l``_ �♦ x� ! 4 :$ APPROVED SPECIES. SPECIES q ate�B STORM ,ri, , % 1 of st'rchum munitum I SWORD PE ®ems TO BE DETERMINED. F y + �® WATER ��' f ' f�< Nmphoricarpos a lbus / COMMON SNOWBERRY Fl T ; tPROPOSED DECIDUOUS STREET Acer circinatum / VINE MAPLE z- -- FACILITYn j t - -- -�_- ` r TREES AT 40 ON CENTER PER i�hamnus purshiana I CASCARA i ' `` ! - - ~ _ \ - -'_ % - /. CITY OF FEDERAL WAY Pseudotsu a mertziesii / DOU�xLASiR NATIVE DECIDUOUS - , � � � NATIVE EVERGREEN APPROVED SPECIES. SPECIES TFyuja dal%cats /WESTERN RED CEDAR SHRUBS 2 - � TO BE DETERMINED. SHRUBS t NATIVE DECIDUOUS PAWING LOT MINCED NATIVE SPECIES- TYPICAL PLANT PALETTE (p; Arctosta los uva ural / KIN IKINNIGK -, Czaultheria shallop I SALAL Mahonia re ens / CREEPING M,!-dONIA f , is _..___„_----_----::;,._,„,M>.----,.._. .: �_ ,._ ,_-.-t`,>'� ��• 41'ioP9la nervosa / OI,U Oi�vE�Ot�I - • Ma L GRAPE ®� °�' � x t, , x;= ;. ,: -. .<.. :� _- .�,,:'-° r- r ._-.. _.. ..� n:� �--•.1--._ := `� ` q _um of strchum munitu�l ! .,iUO 'FEW s: _ e m Rosa mnocar / I�' ROSE x � � / � ; . ^ /ter � � Acer circinatum / VINE MAPLE G NATIVE EVERGREEN J`� a Salix scouleriana I SC,.OULER, WILLOW a r ;' BUILDING FACADE- TYPICAL ANT PALETTE C 1 ' r LPL P L TTvj R j Acer griseum / PAPERBAW MAPLE I Arct®staphylos uva-ursi / K19NIKMIC-K EVERGREEN' � r' Ceane�thus / CALIFORNIA WILD LILAC SHRUBS _ Descham sia caes itosa / TUFTED NAIRSRASS t j i ! s Fradaria' chiloensis / COAST STRAWBERRY i Mahonia nervosa ! LOW OREGON GRAPE Perovskia atriplicifolia / RUSSIAN SAGE DECIDUOUSAll al Santolina / LAVENDER COTTON ; FRONTAGE IMPROVEMENTS PER =; SHRUBS I Spiraea betulifolia var. lucida ! BIRCH LEAF SPIREA I ROAD SECTION ,SK,i ON SHEET,,\ , _ .'.' EVERGREEN ` / Sedum app. / STONECROP fi 1/ CP-03fr Il z: i r , 1 /` %9F if LOT 4 iE gg ( ¢¢ pp xx ! 1 �-� !f I / / ' 1 = f r � � \ p _ JOB N6J6BS-001-0i6-f r; rr C ? z 41 DWG. NAME: CP DESIGNED BY: / DRAWN BY: m l CHECKED BY: DATE: 10/10/2 ? - s' p3 `I \\ I4 ! DATE OF PRINT: i r - 10 OF 13 SHEE La co A PORT�ON OF THE NE 1/4 AND THE SE 1/4 OF SECTION 16 AND THE NVV 1/4 OF SECTION 15, T. 21 N., R. 4 E, W.M. >ISEASED AND . BRANCHES ID WIRE TIES, 'AIL ABOVE TREE STAKES <ES PERPENDICULAR eAILING WIND ED DEPTH FINE 5ARKMULCW 4ATIVE SOIL WITH H 3-WAY MIX TOPSOIL ER TABLETS AM-20-10-5) PIT SIDES AND BOTTOM DIVE SOIL MOUND CONIFEROUS TREE PLANTING AND STAKING DETAIL_ NOT TO SCALE DISEASED AM o BROKEN BRANCHES REMOVE TOP 1/3 OF: BURLAP PLANT I" HIGHER THAN 2" SETTLED DEPTH FINE N NURSERY GRADE BARK MULCH FINISH GRADE —FERTILIZER TABLETS . ... ... (4-21 GRAM-20-10-5) AMEND NATIVE SOIL WITH ra" DEPTH 3-WAY MIX TOPSOIL FACT AND WATER THOROUGHLY FIRM NATIVE SOIL MOUND 2x ROOT5ALL WIDTH .SHRUB PLANTING DETAIL NOT TO SCALE 10' WIDTH PARKING LOT PERIMETER BUFFER. - UP TO 2596 OF THE TREES MAY BE DECIDUOUS. TOTAL INTERIOR PARKING LOT LANDSCAPE AREA: 22 SQUARE FEET OF TYPE IV LANDSCAPING 15 REQUIRED PER FAFR<lNG STALL. NUMBER OF F`ARKIW-% STALLS=1861 X 22 SF/STALL= 40,S42 —r-F OF LANDSCAf::'lNG REQUIRED TOTAL 6F OF INTERIOR FARKIWS LOT LANDSCAPING PROPOSED= 330,915 eF DROUGHT TOLERANCE CALCULATION: AT LEAST 25% OF NEW LANDSCAPE MATERIALS MUST BE DROUGHT TOLERANT. 5BER HOSE OR VINYL WITH fro GAUGE GALVANIZED STEEL WIRE TIES DETAIL 2 " MAX PRUNE DISEASED AND BROKEN BRANCHES 2X2 FINE TREE STAKES HOSE 4 WIRE TIES, SET STAKES PERPENDICULAR SEE DETAIL A50VE TO PREVAILING WIND REMOVE BINDING TWINE 4 TOP INSTALL "TREE BOOT" OR ju x 1/3 OF BURLAP. tu 0 "ARBORSARD" IN LAWN AREA& SETTLED DEPTH FINE BLEND (L PLANT TREE 1"-2" HIGHER BARK MULCH c� THAN IN NURSERY FERTILIZER TABLETS WATERIWs BASIN (4-21 GRAM-20-10-5) AMEND NATIVE SOIL W) 6" DEPTH 3-WAY MIX SCARIFY PLANTING PIT PLANTING SOIL SIDES AND BOTTOM UNDISTURBED GROUND —Co" DEEP, FIRM, NATIVE 12" MR FOR WOOD SOIL MOUND STAKES 4 18" FOR RE5AR 2x ROOTIBALL WIDTH IN HEAVY SOILS, AUGER 6"x&' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK VERIFY GOOD DRAINAGE PRIOR TO PLANTIN6. DEC0UOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE EQUAL SPACING 0- 1/2 D 14 CIFF PLANT OR AS SHOWN ON DRAWING EDGE OF PAVING OR PLANTING BED SHRUB AND GROUNDCOVER SPAC;NC- DETAIP.- NOT TO SCALE A PORMON OF THE NE 1/4 AND THE SE 1/4 OF SECTION 16 AND THE NW 1/4 OF SECTION 15, I o 21 N.v R. 4 E.; W.M. �1 , :. F .. .. �"• �-��-,: X� � iP, w--...„- i `._ }.:..,.�,,...>...._:.>x,.,.,.>a,..,.,<....., eW� r.w-, �xz °' ,, .______..--^''' I i - �.:� �t'�� ":� • a � g "..>,.. , 7 , r G E E Sg m7lmmm If r. elit < LLI a # ��t � ; y :• .3 _ m � ��_,. 's -�"«f, ,�i� '!,'. Via'°✓.° �d � 1"� . B s 3. : r>.4 • s vc�,p"*��'.r.: -::.' -a�.�.',.:-'. . .. �,,,..'..,�: . g c';;_>: " .�•- ��. --� .�- �:__�_-�...___ - y. we ':.< :: <�>.. /-`Wi> n-f . .-s.:�•�..t.om-.."�•.��'_"„.ri- !�`�.. �`�"`.. s .._• CLEARING R!NG....3sLR.' !MITS'G�t)' `Y e - {, ., s. s �..'�� ��. v'fi''�r`',.. _. -_, ^ r,-�'^'-...•' "•�-, „r,^"' � d---�'. -��.r" ., -� i4r y � t- - i c e r � n -yi.. , ,,p: ,4 r .. t: 5 : - ... i ! is ,... - ... •;i£ ✓}, t%. � 4 ev^ 100.0MANAGED FOREST BUFFER- . � �_ - .� �... �.._.__._.b.._, ;: - _�-� �... - - • _ �.�..��:,,. _ - } � R�' f,�. } AIIw •`"far�1%151 h r�'F �,> •�'� ✓.- : ♦- t r "Ya ; E- ° �'4•,P- �. . < rtF ./-�a` %✓"• F �,j✓- g 4w, . .�.r:,. � 1 r.,? #S a.F S .a,� � ! _ i+� 4 � `,'�°'y �,;. �.----- �✓✓'°' ^rfi`,:E,r CLEARING LIMITS (TYP) '' } ��I PROPOSED STORM' z N WATE R FACILITY _ � � 3° �'�•;• : 3` � / "'� e � . ,r. r F"f r'`"r _ ,ly` . '"t",�s.rF�'` �� - 1;�",3s hVAT g�'- a ><" �' its - • '- _ ` f r+' .r , - !'{� � �' i�J•g�ky>""g.�.. .f` p`� y�i ��� <+ i z f ��'g �.�{ - �r'4��t��}i! :�.' r f f- 1p PROPOSED BUILDING \ �I ! g / f F .Y w GROSS FLOOR€` i ,,;va t, d' AREA=721,000 SF 1 ar t r ?? .t r >? � .•f• F�� �Y Sz s�� �f � �� 4 t ol 7-7 , gp #( ¢ � y t ..� -v •S ,8'a a .f9' S s � � i � k '�` ij s r, - { .: P C _ /�§+ _ �cw"�- + ,A,at .h rr '3 f - �'`• - -.u> y. t 4 < a �.a'; it �5 -'_-ec �---,�'"•'-..._,.. � s ss� - "v __ ry ..-•"'"' - ;ri. °y'r•' rr ��k': �� :� »:ytrx A _....-�'�l ..�-.- _.....e x ".•,aSta....«. ...- .,.. I d' 8�k � '> - �. < ! r � `•,.. '�'�'�� � -'-".E.-.-•.- � � � .i`.`'" _ ,f e-t ,�P� 1 a F: f f ip LL LL ,'� �`�•�:�:° , �^ t.t� t III ! ` I. r+ ,,r.(u",tvxk+s,� 5 E ((r! 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'!.'A :` \.. `-'° �.j d�c3` sl.•''.: .� 4 5 $ ^' ,,p `TJ' .=a+� •. >Fr:.. .1' 2�'! _ Y--S�>,..°` .E'�' [g : j -,..! 4.,/ 44 s§ - � � � aF"'T� �� a• �•:,'�,�' ;i' Y =,i \ ``• { j t° r�'Y "� j .a:'t :, }�'"M. �"�"�. _ � r,` � <,9�� FRONTAGE IMPROVEMENTS PER S. .n .s. .dr. si' ��:�',.. �F:' r z. � �: �ff : a' � i n ••, ROAD SECT K ON SHEET �r�'h F� CP-03 x R > 3S �.,i- a ft } Rh Lz PROPOSED STORM 4`EXISTING BUILDINGf cRoss FLOOR WATER WETLAND r'. / ' + w-_.._;�W�•.,�_ § { -F' :fist - fj}'�st �.. }f .�.Rp} ���� ��% �- __ AREA-235,24.E SF dam'' sP ss:r' sa' s ' - p> v � { � < .�z-;`,fir' t i•, yr` n'€' r:.. / � i.Y`.. -! _ "�• •-.w.. �-� �'- ! t'f ,`+ Via. <i ft-,i_i d ¢¢ �. � ¢..,{ o x �+� 3 to '/: � �. `a'i� �' �• "�[�"-`.� '�%•p•� pf-x,� 12 •�;..,. (. � ^�. ;F f[ ( fit b ' er'5 r "\�\ '^+. \ ✓ �.• a4¢ _ ° �. e,� n.. :V-�, ``\`ij] •.. .�1„> :fi "f�,C'r 19 f'>�.��` P �. .� s+,lac` �. .Fq ;��$$� _ y xr �._ �,. A`'o.`.r`... ��A !i. _. �2.. �'. - :�•, sr ) r' r� .z'sf �; � J fry`" v r .` �+ - '� -�:.. � ��, � � / n _ t 3 y` 7 ' •� t � t. a ���"�y �¢ i, yt gn jf .•.� s� ` �-.,,., � _:�1 ,•6\', h �:. : w,. �.../ r � `.v'��RY�s•'.�•^'-i-`'>tS''s- gg("_�� __" �---.-� � �-��._- _ { ,�! �6 �. a.'t .-a.°"^`'.�.;.,,,, "``" `"•w.,. '_-,:. //" .y r `t �-"{' 1 aP � �:�' ?' �' � - _ �. •uvw ;� "'fir. .� .N- �i >' ��. - �- / - �„^.. �. i � _' .I . �` , i M , 1 : 1 1 l I I I , 4 - yx ;. "^•` / "'a ®® ,r '. V �' -'.*x' A' �' �Nls ,.3-^_. _.,��. „�,Y v �f l3 } '?,14\..�— �'•., � .,.. :l ! : f.. ��C:e'` ���.. �4,xty � ! $ �" f e ,E . z 0 _ u�,,^ r'"3-x�. v L � r '� ; -� 4 __`_ r` � i I � •ter.`"1.?r o. • L�r a� SEE SHEET • �P-as FOR CONTINUATION CL �m 0� on - TREE PRESERVATION A CONTINUOUS MANAGED FOREST BUFFER 6S PROVIDED AROUND THE PERIMETER OF a T14E CP-1 ZONE. THE DEPTH OF THIS BUFFER IS 100' WHEN ABUTTING ' INTERSTATE 5. r QD A GENERAL MAINTENANCE PLAN WILL BE SUBMITTED WITH THE LAND MODIFICATION o� PERMIT (COMMERCIAL GRADE AND FILL). 100' MIN. WIDTH MANAGED FOREST BUFFER NATIVE VEGETATION NOT WITHIN THE 100' WIDTH FORESTED BUFFER AND OUTSiDE OF L o GRADING LIMITS WILL BE LEFT UNDISTURBED. �c ma' �P I:a m �m � cs r — REVISIONS D SCRIPTIOhifdATE BY PRINT- A PORTION OF THE NE 1/4 AND THE SE 1/4 OF SE TKO 16 AND THE NW 1/4 OF SECTION 15, T. 21 N.9 R. 4 E., W.m. I SEE SHEET CP-07 FOR CONTINUATION /j 7 N' CLEARING LIMITS (Typ) 4 AF h' /X T 14 PROPOSED BUILDING 11 .1, x , AREA=72GROSS FLOOR 900 SF 1 " f 4f 100.0MANAGED FOREST BUFFER f py v e i 7 _-v -0/ A� j, If LOT 3 4 7 STORM t I WATER r FACILITY A .�3�"��'k \ 1 :� •;.. `fir ®��- -•,.�I� � , F` PROPOSED BUILDING Ill _k GROSS FLCOOR </ AREA=273,000 SF xTX _z',A ZEXI ING STORM </� :� �.,.. ��'� r,/•f N. WATER POND I e or A 1-h ge FRONTAGE IMPROVEMENTS PER ROAD SECTION "K" ON SHEET Ire CP-03 'Z41 J4" j IfF >it ma Eli v TRACT A V, wizz CLEARING LIMITS (TYP) AV, A f 4 P'i ";,"k X 001, SA3 -A ST I 4 WATER FAC[LffY �5, v J j, oft 4. 'N F oil ar I 4e tz- 59 ho, 0 N OFOP �i & 6 Fvv/ I FRONTAGE IMPROVEMEN TS PER ROAD SECTION "K" ON SHEET CP-03 J LOT 4 -7 t JJ I! Ir- ep*/ n 6 If z) fn t� 50 y- 7 5P t r, a co vi `\ / e / co GO 7 E owl _j CP-- - - - - - -- VVX -22 f m SCA" E: 1 go 1001 1-0 60 0 100 200 CONTOUR W-9 MERVAL = 2' DA TUM: N.G.V.D. 2-9 REVISED JUNE 2015 Examined and approved this day of 2016 Community Development Director KING COUNTY HEALTH DEPARTMENT Examined and approved this — — — — day of ---_-------_, 2016. NAME KING COUNTY DEPARTMENT OF ASSESSMENTS Examined and approved this day of 2016. Assessor Deputy Assessor 162104-9056-07, 162- 04-9013-09, 162104-9030-08, and 228500-0010-00 Account Number DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned EXISTING LEGAL DESCRIPTIONS owners of interest in the land hereby short subdivided, hereby declare this short plat to be the graphic representation of the short subdivision made hereby, and do hereby dedicate to the public forever all the PARCEL G (162104-9056-07) easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, PORTIONS OF THE WEST HALF OF THE NORTHWEST QUARTER OF SECTION 15 AND OF THE utilities and drainage unless such easements or tracts are specifically NORTHEAST QUARTER OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING identified on this short plat as being dedicated or conveyed to a person COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15, SAID POINT BEING A 2 INCH the purpose stated. IRON PIPE FILLED WITH CONCRETE WITH A TACK, IN A CASE, PER THAT RECORD OF SURVEY Further, the undersigned owners of the land hereby short RECORDED UNDER RECORDING NO. 9705229013, IN KING COUNTY, WASHINGTON; subdivided waive for themselves, their heirs and assigns and any THENCE ALONG THE WESTERLY LINE OF SAID SECTION SOUTH 00'41'47" WEST, 1520.70 FEET person or entity deriving title from the undersigned, any and all claims TO THE TRUE POINT OF BEGINNING; for damages against the City of Federal Way, its successors and assigns THENCE NORTH 88°22'19" WEST 1491.17 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; which may be occasioned by the establishment, construction, or main— THENCE ALONG SAID EASTERLY MARGIN, SOUTH 16'39'28" WEST 262.30 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTH 73'20'32" WEST 25.00 FEET; tenance of roads and/or drainage systems within this short subdivision THENCE CONTINUING ALONG SAID EASTERLY MARGIN, SOUTH 16°39'28" WEST 905.14 FEET TO other than claims resulting from inadequate maintenance by the THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 16; City of Federal Way. THENCE ALONG SAID SOUTH LINE, SOUTH 88'23'14" EAST 1819.12 FEET TO THE WESTERLY Further, the undersigned owners of the land hereby short MARGIN OF 32ND AVENUE SOUTH (AKA WEYERHAEUSER WAY SOUTH); subdivided agree for themselves, their heirs and assigns to indemnify and THENCE ALONG SAID WESTERLY MARGIN, NORTH 09°37'30" EAST 252.33 FEET TO A POINT OF hold the City of Federal Way, its successors and assigns, harmless from CURVATURE; any damage, including any costs of defense, claimed by persons within or THENCE ALONG SAID WESTERLY MARGIN, NORTHEASTERLY 729.84 FEET ALONG HE ARC OF A without this short subdivision to have been caused by alterations of TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 1030.00 FEET THROUGH A CENTRAL the ground surface, vegetation, drainage, or surface or sub —surface ANGLE OF 40'35'55" TO A POINT OF TANGENCY; water flows within this short subdivision or by establishment, con— THENCE CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 50'13'25" EAST 275.46 FEET TO A struction or maintenance of the roads within this short subdivision. POINT OF CURVATURE; Provided, this waiver and indemnification shall not be construed as releasing THENCE NORTHEASTERLY 94.69 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT the City of Federal Way, its successors or assigns, from liability for HAVING A RADIUS OF 670.00 FEET, THROUGH A CENTRAL ANGLE OF 08°05'51 "; damages, including the cost of defense, _resulting in whole or in part THENCE NORTH 89'05'50" WEST 647.96 FEET TO THE TRUE POINT OF BEGINNING; from the negligence of the City of Federal Way, its successors, or assigns. This subdivision, dedication waiver of claims and agreement to (ALSO KNOWN AS LOT 7 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT hold harmless is made with the free consent and in accordance with the NO. BLA 99-002, RECORDED UNDER RECORDING NO. 9905129004). desires of said owners. IN WITNESS WHEREOF we set our hands and seals. PARCEL H (162104-9013-09) 'LLC GOVERNMENT LOT 1. SECTION 16, TOWNS-'P 21 NORTH EAST. W M., IN KING FEDERAL WAY CAMPUS, COUNTY, WASHINGTON; A DELAWARE LIMITED LIABILITY COMPANY - TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; BY: 10 I ARTER OF AND TOGETHER WITH 7HE NOR EST QUARTER OF THE SOUTHEAST SECTION 16, DATE TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF PRINTED NAME: THE EASTERLY MARGIN OF SR 5 (P.S.H. #1); EXCEPT THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET; TITLE: AND EXCEPT BEGINNING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE SOUTH 00'53'59" WEST ALONG HE EAST LINE OF GOVERNMENT LOT 1 A DISTANCE OF 668.34 FEET TO THE MEANDER CORNER OF NORTH LAKE AND THE TRUE POINT OF BEGINNING; THENCE SOUTH ALONG SAID EAST LINE 182 FEET TO A POINT ON THE SHORE LINE OF NORTH ACKNOWLEDGMENT HENCE NORTH 84.20'12* WEST 120.42 FEET; THENCE NORTH 00'53'59" EAST 140 FEET; State of Washington \ THENCE SOUTH 8706'01" EAST 75 FEET; SS County of King S THENCE NORTH 0953'59" EAST 97 FEET; " THENCE SOUTH 89'06'01 EAST 45 FEET; THENCE SOUTH 00'53'59" WEST 65 FEET TO THE POINT OF BEGINNING; On this day of 2016, before me, the undersigned Notary Public in and for the State of EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 Washington, personally appeared to me UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH; known to be the of the Limited Liability Company that executed the foregoing instrument, and acknowledged said AND EXCEPT THAT PORTION CONVEYED TO CITY OF FEDERAL WAY, A WASHINGTON CORPORATION instrument to be the free and voluntary act and deed of said BY DEED RECORDED SEPTEMBER 17, 2003 UNDER RECORDING NO. 20030917000738_ Limited Liability Company for the uses and purposes therein mentioned and on oath stated that he was authorized to execute said instrument. PARCEL 1 (162104-9030-08) = THE NORTH 320 FEET OF THE WEST 340.33 FEET OF THE EAST 370.33 FEET OF GOVERNMENT In witness whereof, I have hereunto set my hand and affixed LOT 1, SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN $ING COUNTY, WASHINGTON my official seal the day and year first above written. LYING WEST OF THE WEST LINE OF 32ND DRIVE SOUTH; TOGETHER WITH THAT PORTION OF VACATED 32ND AVENUE SOUTH ADJOINING; Signature of Notary Public EXCEPT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED SEPTEMBER 15, 1978 Printed name UNDER RECORDING NO. 7809150862 FOR 32ND DRIVE SOUTH. Dated RECORDING NO. VOL/PAGE SCALE. N/A PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N,, R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. EXISTING LEGAL DESCRIPTIONS PARCEL Q (228500-0010-00) LOTS 1 THROUGH 6, INCLUSIVE, EICHHOLTZ ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 68 OF PLATS, PAGE 71, IN KING COUNTY, WASHINGTON; AND LOTS 30 THROUGH 39, INCLUSIVE, VACATED, STATE PLAT IN SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED SOUTH 333RD STREET, WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH SOUTH 336TH STREET VACATED UNDER KING COUNTY ORDINANCE NUMBERS 1349 AND 6801 WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH VACATED 28TH AVENUE SOUTH WHICH ATTACHES BY OPERATION OF LAW; TOGETHER WITH PORTION OF EXCESS RIGHT—OF—WAY SET FORTH IN DEED RECORDED UNDER RECORDING NUMBER 7303220472; EXCEPT SR 5 (P.S.H. #1); AND EXCEPT PORTION OF LOT 32, LYING WESTERLY OF THE WESTERLY MARGIN OF SR 5 (P.S.H. #11); AND EXCEPT PORTIONS CONVEYED TO KING COUNTY BY DEEDS RECORDED UNDER RECORDING NUMBERS 6475093, 7809/50862 AND 8406060941; AND EXCEPT PORTIONS CONVEYED TO HE CITY OF FEDERAL WAY BY DEED RECORDED UNDER RECORDING NO. 20030917000738. V"ICH11411TY MAP - NOT TO SCALE SECTION SUBDIVISION LOCATOR 1 i 1 i I 'S I 16 My appointment expires DRAWING NAME: 1 886\001 016-0010 SURVEY PLOTS SP1-01.DWG RECORDER'S CERTIFICATE � LAND SURVEYOR'S S CERTIFICATE CONSULTING ENGINEERS L L C SHORT PLAT .................... 33400 8TH AVE. S. � I I � I PREPARED FOR filed for record this...... day of ................. 2016 at......M This Short Plat correctly represents a survey made by Suite 205 ®� � CAMPUS, LLC in book..........of........at the request of me or under my direction in conformance with the Federal !flay, WA 98003 FEDERAL WAY (253) 838-6113 DWN. BY DATE JOB NO. page p g to State and City requirements of the apSei EVERETT (425) 297-9900 WWW•eSf1'1CIVII•COiY1 ..........................._..............._................................. Statute and Ordina Gctober, 2016. 2016-10-09 i8o6-001-016. nC.A.F./R.F.G. .....................Civil on Engineering Land Surveying Public Works Project Management Land PlanningZachar Landscape Architecture CHKD. BYSCALE SHEET ............................... Supt. of Records..... 44925 Certifio. ................ C A F N/A OFMgr. SHORT PLAT NO. 16-10_®® 00®S CITY OF FEDERAL WAY KING COUINTY, WASHINGTON NEW LEGAL DESCRIPTIONS LOT 1 8 THAT PORTION OF SECTIONS 15 AND '16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY; KING , COUNTY WASHINGTON BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ' "BEGINNING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397; THENCE ALONG THE SOUTHERLY LINE THEREOF, S 88°22'20 E, 1491.10 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, S 89°05'51 E, 648.05 FEET TO A POINT OF CURVATURE ON THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH THENCE ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 94.70'_FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE ' RIGHT, : HAVING A RADIUS OF 670.00 FEET, THE RADIUS POINT OF WHICH BEARS N 47'52'29 W, THROUGH A CENTRAL ANGLE OF 08"05'53" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID. NORTHWESTERLY MARGIN, S 50°13'24" W, 275.46 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 729.84 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1030.00 FEET, THROUGH A CENTRAL ANGLE OF 40°35'55 TO A POINT- OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, S 09'37'29"'W, 49.81 FEET; THENCE N 88'22'20" W, 1035.14 TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY 94.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 67`25'26" TO A POINT OF TANGENCY; THENCE S 24°12'14" W, 519.42 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY:125.66 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, - HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 90°00'00"; THENCE S 24' 12' 14" W, 1,1 1.17 FEET; THENCE N 88`22'20" W, 76.68 FEET; THENCE S 01°37'40" W, 19.00 FEET; THENCE N 88`22'20" W, 143.59 FEET; I THENCE N 01'37'40" E, 19.00 FEET; I THENCE N 88'22'20" W, 441.26 FEET TO THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, N 13°58'34" E; 179.46 FEET TO A'POINT OF CURVATURE; THENCE CONTINUING ALONG SAID .SOUTHEASTERLY MARGIN, NORTHEASTERLY 530.85 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUSOF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 02'41'00"'TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 16`39'34" E, 744.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 73°20'26" E, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 16°39'34" E, 262.01 FEET TO THE POINT OF BEGINNING CONTAINING 2,217,760 SQUARE FEET (50.913 ACRES), MORE OR LESS. LOT 2 THAT PORTION OF SECTIONS 15 AND 16, TOWNSHIP 21 NORTH, RANGE .4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, 'BEING MORE PARTICULARLY DESCRIBED AS' FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING .COUNTY RECORDING NO. 19990916001397, BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16°39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73°20'26" W,, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16°39'34" W, 744.00 FEET TO A - POINT OF CURVATURE; THENCE CONTINUING ALONG. SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 530.85 FEET ALONG THE ARC OF A TANGENT- CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 02'41'00" TO A POINT OF TANGENCY; i THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13`58'34" W, 179.46 FEET; THENCE S 88°22'20 E 441.26 FEET; THENCE S 01`37'40" W, 19.00 FEET; n THENCE S 88°22'20" E, 143.59 FEET; NEW LEGAL DESCRIPTIONS LOT 2 CONTINUED THENCE N 01`37'40" E, 19.00 FEET; THENCE S 88`22'20" E 76.68 FEET; THENCE N 24"12'14" E, 111.17 FEET TO A POINT OF CURVATURE AND THE TRUE POINT OF BEGINNING; THENCE NORTHWESTERLY 125.66 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 80.00 FEET, THE RADIUS POINT OF WHICH BEARS N 24°12'14 E, THROUGH A CENTRAL ANGLE OF 90'00'00" TO A POINT OF TANGENCY; THENCE' N 24°12'14" E, 519.42 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY 94.14 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 80.00 FEET, THROUGH A CENTRAL ANGLE OF 67'25'26" TO A' POINT OF TANGENCY; THENCE S 88°22'20" E, 1035.14 TO THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, S 09°37'29 W, 434.43 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 659.17 FEET ALON THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1170.00 FEET, THROUGH A CENTRAL ANGLE OF 32°16'48"; THENCE N 65`47'46" W, 1016.74 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 972,674 SQUARE FEET (22.330 ACRES), MORE OR LESS. LOT 3 THAT PORTION OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, BEING A POINT ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73°20'26" W, 25.00 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16°39'34" W, 744.00 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 530.85 FEEF ALOJN THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUG A CENTRAL ANGLE OF 02°41'00" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13`58'34" W, 179.46 FEET; THENCE S 88'22'20" E 246.­3 FEET TO TEE TRUE POINT OF BEGINNING;. THENCE CC'.- • _ S 88'22'20" E, 194 80 FEET; THENCE S 01 `37'40" W, 19.00 FEET; THENCE S 88"22'20" E, 143.59 .FEET; THENCE N 01'37'40' E, 19.00 FEET; THENCE S 88'22'20" E, 76.68 FEET; THENCE N 24.12' 14' E, 1 1 1.17 FEET; THENCE S 65`47'46 E, 1016.74 FEET TO THE NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID NORTHWESTERLY MARGIN, SOUTHWESTERLY 111.17 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1170.00 FEET, THE RADIUS POINT OF WHICH BEARS N 4,T05'43" W; THROUGH A CENTRAL ANGLE OF 05'26'39" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN, THE FOLLOWING COURSES: S 47`20'56" W, 141.77 FEET; N 42°39'04" W, 7.00 FEET; S 47'20'56" W, 141.29 FEET TO A'`POINT OF CURVATURE; SOUTHWESTERLY 58.71 FEET ALONG THE ARC OF A TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1237.00 FEET, THROUGH A CENTRAL ANGLE OF 02'43'10"; N 45°22' 14" W, 7.00 TO A POINT OF CURVATURE; SOUTHWESTERLY 43.31 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1244.00 FEET, THE RADIUS PORII OF WHICH BEARS S 45'22' 14" E THROUGH A CENTRAL ANGLE OF 01'59'41'; N 4721'55" W, 28.00 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 73.13 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1272.00 FEET, THE RADIUS POINT OF WHICH BEARS S 47'21'55" E THROUGH A CENTRAL ANGLE OF 03'17'38'; S 50'39'33" E, 15.00 TO A POINT OF CURVATURE; i KALE: N /A� PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF -SECTION 15, T. 21 N., R. 4 E.,. W.M. NEB LEGAL DESCRIPTIONS i..OT 3 CONTINUED SOUTHWESTERLY 42.23 FEET ALONG THE ARC OF 'A' NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1257.00 FEET, THE RADIUS POINT OF WHICH _BEARS S 50'39'33" E, THROUGH A CENTRAL ANGLE OF 01'55'30"; S 52'35'03" E, 19.00 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 75.99 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, G HAVING A RADIUS OF 1238.00 FEET, THE RADIUS: POINT OF WHICH BEARS S 52"35'03" E, THROUGH. A CENTRAL ANGLE OF 03°31'01" TO THE NORTHERLY LINE OF THAT STATE PLAT OF SAID SECTION 16. AS RECORDED IN _VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTHERLY LINE, N 88'19'11" W, 116.44 FEET TO THE NORTHWESTERLY CORNER OF LOT 40 OF SAID PLAT; THENCE ALONG THE WESTERLY LINE OF SAID LOT, .S 01`13'13 W, 199.86 TO A POINT OF CURVATURE ON SAID NORTHWESTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE CONTINUING ALONG SAID NORTHWESTERLY MARGIN AND ALONG THE NORTHERLY MARGIN OF S. 336TH STREET, THE FOLLOWING COURSES: SOUTHWESTERLY 31.26 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 1250.00 FEET, THE RADIUS POINT OF WHICH BEARS S 66'43'05" E THROUGH A CENTRAL ANGLE OF 01°25'58" TO A POINT OF REVERSE CURVATURE; SOUTHWESTERLY" 303 .47 FEET ALONG THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 400.00 FEET, THROUGH A :CENTRAL ANGLE OF 43°28'07". N 24°40'56" W, 13.00 FEET TO A POINT OF CURVATURE; SOUTHWESTERLY 92.97 FEET ALONG THE ARC OF A `NON -TANGENT` CURVE TO THE RIGHT, HAVING A RADIUS OF 387.00 FEET, THE RADIUS POINT OF WHICH BEARS N 24°40'56 W, THROUGH A CENTRAL ANGLE OF 13°45'51 "; S 10*55'05 E, 7.00 FEET TO A POINT OF CURVATURE; G WESTERLY 142.06 FEET ' ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, H HAVING A RADIUS OF 394.00 FEET, THE RADIUS POINT OF WHICH BEARS N 10'5505" W, THROUGH A CENTRAL ANGLE OF 20°39'28"; S 09°44'23" W, 26.00 FEET TO A POINT OF CURVATURE; WESTERLY 96.34 FEET ALONG THE ARC OF A, NON -TANGENT CURVE TO THE LEFT,, HAVING A RADIUS OF 626.24 FEET, THE RADIUS POINT OF WHICH BEARS S 09°44'23" W, THROUGH A CENTRAL ANGLE OF 08'48'51 "; THENCE N 07'38'21" W, 27.01 FEET; THENCE N 40°03'19" W, 104.54 FEET; THENCE' N 16'57'03" W, 262.66 FEET; THENCE N 03"21'28" W, 195.87 FEET; THENCE N 13'56'00" W, 189.21 FEET; THENCE N 01'28'27"' W, 365.66 FEET; ' THENCE N 30*42'35' W, 40.60 FEET; THENCE N 00"43'49" W, 156.05 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 1 ,141 ,108 SQUARE FEET (26.196 ACRES), MORE OR LESS. CONSULTING ENGINEERS I_6 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works Project Manageme Landscape Architecture DRAWING NAME:\1886\001 \016-0010\SURVEY PLOTS\SP1-02.DWG SHORT PLAT PREPARED FOR FEDORAL 'NXf CAMPUS, L I C DWN. BY DATE JOB N0. C.A.F./R.F.G. 2016-10-10 I 1886-001-016 I CHKD. BY SCALE SHEET a C.A.F. N/A 1) Or 12 a NEW LEGAL DESCRIPTIONS LOT 4 THAT PORTION OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., "CITY OF FEDERAL WAY_KING KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 16; THENCE ALONG THE MONUMENTED SOUTH LINE OF SAID SECTION, S 88'15'22 E, 379.06 FEET TO THE SOUTHERLY MARGIN OF S. 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE ALONG SAID SOUTHERLY MARGIN NORTHEASTERLY 261.46 FEET ALONG THE ARC OF A NON -TANGENT, CURVE TO THE ' LEFT, HAVING A RADIUS OF 392.00 FEET, THE RADIUS POINT OF WHICH BEARS N 25'06'09" W; THROUGH A CENTRAL ANGLE OF 38'12'56" TO A POINT OF NON -TANGENCY; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, N 26'44'37" E, 268.90 FEET TO A POINT OF. CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN; NORTHEASTERLY 754.52 FEET ALONGTHE ARC` OF A TANGENT' CURVE TO THE RIGHT, HAVING A RADIUS OF 554.24'FEET, THROUGH A CENTRAL ANGLE OF 78'00'00" TO A POINT OF COMPOUND CURVATURE; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN; SOUTHEASTERLY 330.52 FEET ALONG TH ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 468.00 FEET, THROUGH A CENTRAL ANGLE OF 40"27'52" TO THE -EASTERLY LINE OF LOT 38 OF THAT STATE PLAT OF SAID SECTION 16 AS RECORDED IN VOLUME 41 'OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, RECORDS OF KING COUNTY, "WASHINGTON; THENCE ALONG SAID EASTERLY' LINE, S 01`13'13" W, 116.53 FEET TO THE LINE COMMON TO SAID LOT 38 AND LOT 42 OF SAID PLAT; THENCE ALONG SAID COMMON LINE, N 88'15'31" W, 129.02 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 42; THENCE ALONG THE WESTERLY LINE OF' SAID LOT 42, S 01*13'07" W, 410.08 FEET TO SOUTHWESTERLY CORNER THEREOF; THENCE S 01`44'38" W, 30.00 TO SAID MONUMENTED SOUTH LINE OF SECTION 16; THENCE ALONG SAID SOUTH LINE, N 88'15'22" W A DISTANCE OF 1065.62' TO THE TRUE POINT OF BEGINNING. CONTAINING 596,367 SQUARE FEET (13.691 ACRES), MORE OR LESS NOTES 1. LOCATIONS OF BUILDINGS AND IMPROVEMENTS AS DEPICTED HEREIN ARE FROM THAT MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015. SAID MAP WAS COMPILED TO MEET ASPRS STANDARDS FOR CLASS 1 MAPPING' ACCURACY AT THE SCALE , OF 1"' = 50- FEET. 2. TRACT A IS A PRIVATE TRACT RETAINED BY 'FEDERAL WAY CAMPUS LLC. 3. INTERIOR ROADS ARE PRIVATE. 4.- UPON COMPLETION OF CONSTRUCTION, CORNERS ALONG THE CENTERLINE OF THE PRIVATE INTERIOR ROAD MAY BE REPLACED BY ESM CONSULTING ENGINEERS LLC WITH A PK NAIL, SURFACE BRASS CAP OR MONUMENT IN CASE. NEW LEGAL DESCRIPTIONS LOT 5 THAT PORTION OF SECTION 16, TOWNSHIP. 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 16; THENCE ALONG THE EAST LINE OF SAID SECTION, S 00`54'31 " W, 280.07 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, S 00'54'31 " W, 323.27 FEET; THENCE N 89'05'29" W, 45.00 FEET; THENCE S 00'54'31 " W, 97.00 FEET; THENCE N 89'05'29" W, 75.00 FEET; THENCE S 00'54'31" W, 140.00 FEET; THENCE S 84*38'11" E, 120.36 FEET TO SAID EAST LINE OF SECTION 16; THENCE ALONG SAID EAST LINE, S 00'54'31 " W TO THE SHORELINE OF NORTH LAKE; THENCE SOUTHWESTERLY ALONG SAID SHORELINE TO THE NORTHERLY LINE OF THAT STATE PLAT OF SAID SECTION 16 AS RECORDED IN VOLUME 41 OF PLATS, PAGES 30 THROUGH 32, INCLUSIVE, RECORDS OF KING COUNTY, WASHINGTON; THENCE ALONG SAID NORTHERLY LINE, N 88'19'11" W, 603.51 FEET TO A POINT OF CURVATURE ON THE EASTERLY MARGIN OF WEYERHAEUSER WAY SOUTH; THENCE ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 227.76 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 1166.00 FEET, THE RADIUS POINT OF WHICH BEARS S 53`50'34 E, THROUGH A CENTRAL ANGLE OF 11'11'30" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 47'20'56" E, 141.29 FEET; THENCE CONTINUING ALONG SAID EASTERLY MARGIN. N 42'39'04" W, 4.00 FEET; THENCE CONTINUING AID EASTERLY MARGIN, N 4720'56" E, 141.77 FEET TO A POINT OF CURVATURE:"-"'' --tNCE CONTINUING ALONG SAID EASTERLY MARGIN, NORTHEASTERLY 767.41 FEET ALONG THE ARC OF A TANGENT CURVE TO TrF�FT; HAVING A RADIUS OF 1230.00 FEET, THROUGH A CENTRAL ANGLE OF 35'44'50" TO°THE TRUE POINT OF BEGINNING. CONTAINING APPROXIMATELY 6 ACRES, MORE OR LESS. SCALE: N/A PORTION! OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4 NW 1/4 SE 1 /4, NE 1 /4- SE 1 /4, ' SW 1 "/4 SE- 1 /4 AND SE 1 /4 SE 1 /4 OF SECTION 16, T. 21 iNi _ R. 4 E., W.M. AND SW 1/4'NW 1/4:OF SECTION 15, T. 21 N., R. 4 E., W.M. NEW LEGAL DESCRIPTIONS TRACT A THAT PORTION OF SECTION 16, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWESTERLY CORNER OF THE EAST CAMPUS CORPORATE PARK PARCEL 1 BINDING SITE PLAN AS RECORDED IN VOLUME 191 OF PLATS, PAGES 39 THROUGH 45, INCLUSIVE, UNDER KING COUNTY RECORDING NO. 19990916001397, BEING A POINT. ON THE SOUTHEASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W, 262.01 FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, N 73'20'26" W, 25.00" FEET; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 16'39'34" W,' 744.00. FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, SOUTHWESTERLY 530.85 FEET ALONG THE ARC OF A TANGENT 'CURVE TO THE LEFT, HAVING A RADIUS OF 11,335.00 FEET, THROUGH A CENTRAL ANGLE OF 02'41'00" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID SOUTHEASTERLY MARGIN, S 13'58'34 W, 179.46 FEET TO THE TRUE. POINT OF BEGINNING; THENCE S 88'22'20" E 246.46 FEET; THENCE S-00'43'49 E, 156.05 FEET; THENCE S 30'42'35" E, 40.60 FEET; THENCE S 01'28'27" E,365.66 FEET THENCE S 13'56'00" E 189.21 FEET; THENCE S 03'21'28 E, 195.87' FEET; THENCE S 16`57'03" E, 262.66 FEET; THENCE S 40°03'19" E, 104.54 FEET;' THENCE S 07'38'2t" E, 27.01 FEET. TO A POINT OF CURVATURE ON THE NORTHERLY MARGIN OF S. 336TH STREET; THENCE ALONG SAID NORTHERLY MARGIN, SOUTHWESTERLY 701.50 FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 626.24 FEET THE RADIUS POINT OF WHICH BEARS S 00'55'32" W, THROUGH A CENTRAL ANGLE OF 64'10'55" TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, S 26°44'37" W, 53.38 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, N 63'15'23" W, 5,00 FEET; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN,' S 26'44'37 W, 215.61 FEET TO A POINT OF CURVATURE; THENCE CONTINUING ALONG SAID NORTHERLY MARGIN, SOUTHWESTERLY 255.00 -FEET ALONG THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 315.00 FEET, THE RADIUS POINT OF WHICH BEARS N 63' 19'05" W, THROUGH A CENTRAL ANGLE OF ' 46"22'54" TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE ALONG SAID EASTERLY MARGIN, N 00'59'24" E, 461.39 FEET; THENCE CONTINUING ALONG SAID, EASTERLY MARGIN, N 13'58'34" E 1629.84 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING 849,99.5 SQUARE FEET (19.513 ACRES), MORE OR LESS. CONSULTING ENGINEERS LLC 33400 8TH AVE. S. t Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETf (425) 297-9900 vil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture DRAWING NAME:\ 1886\001 \01 6-0010\SURVEY PLOTS\SP'i--03.D`1'1G SHORT P PREPARED FOR FEDERAL WAY CAMPUS, LLC DWN BY " w DA T E JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 I CHKD. BY SCALE I SHEET I a C.A.F. I NSA II � CF 9 RECORDING NO. CITY OF Federalr REVIS Y, :D JUNE 2015 EXCEPTIONS FROM THE TITLE REPORT LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMER ICA TITLE INSURANCE COMPANY _THIRD SUBDIVISION GUARANTEE NO. NCS-813236-WA1 DATED SEPTEMBER-22, 2016. IN PREPARING THIS SHORT PLAT, ; ESM CONSULTING ENGINEERS, L.L.0 HAS NOT CONDUCTED AN ' INDEPENDENT TITLE SEARCH NOR IS ESM AWARE . OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY _RELIED ON THE ABOVE REFERENCED TITLE REPORT TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY. AND COMPLETENESS TO THAT EXTENT. 1-3. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NOS. 162104-9056-07, 162104-9013-09, AND 162104-9030-08. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS G, H AND I) 4. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 5. SUBJECT TO POTENTIAL CHARGES FOR THE KING COUNTY SEWAGE TREATMENT CAPACITY CHARGE AS AUTHORISED UNDER RCW 35.58 AND KING COUNTY CODE 28.84.050. SAID CHARGES COULD APPLY FOR ANY PROPERTY THAT CONNECTED TO THE KING COUNTY SEWER SERVICE AREA ON OR AFTER FEBRUARY1, 1990. EXCEPTION CANNOT BE PLOTTED (AFFECTS ALL PARCELS) 6. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION " CHARGES AND ` LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF FEDERAL WAY WATER AND :SEWER DISTRICT AS CONTAINED iN INSTRUMENT RECORDED UNDER RECORDING NO. 8905120210. EXCEPTION CANNOT BE PLOTTED.' (AFFECTS ALL . PARCELS) 7. SUBJECT TO THOSE EASEMENT RIGHTS AND MAINTENANCE FOR UTILITIES WHICH MAY HAVE BEEN GRANTED IN STREETS AND ALLEYS PRIOR_ TO THE VACATIONS OF SAID STREETS AND ALLEYS. - VACATED STREETS HAVE BEEN DEPICTED HEREIN. (AFFECTS PARCELS G, H, I AND Q) 8. SUBJECT TO THAT EASEMENT FOR OVERHEAD ELECTRICAL FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO PUGET. SOUND POWER AND LIGHT COMPANY AS. CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 2678839. THE LOCATION OF SAID EASEMENT CANNOT BE., DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT, DEPICTED HEREIN. NOTE: THIS EASEMENT 'IS FOR A SINGLE LINE OF POLES EXISTING IN 1931. (AFFECTS PARCEL G) 9. SUBJECT TO THOSE PROVISIONS FOR THE FIXING THE LEVEL OF NORTH LAKE AND THE TERMS THEREOF AS CONTAINED IN INSTRUMENT .RECORDED UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 385515. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 10. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4980400. EXCEPTION CANNOT BE PLOTTED.` (AFFECTS PARCELS H AND 1) 11. THIS EXCEPTION WAS INTENTIONALLY DELETED FROM THE TITLE REPORT. 12. SUBJECT TO THAT EASEMENT FOR GAS FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO WASHINGTON NATURAL' GAS COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5623093. THE LOCATION OF SAID EASEMENT 1S DEPICTED HEREIN. (AFFECTS PARCEL 1) 13. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0;-:6567596.' THE LOCATION OF SAID EASEMENT .IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCELS .G H AND Q) 14. SUBJECT TO THAT EASEMENT FOR SLOPES FOR CUTS AND FILLS AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY AS CONTAINED IN THAT WARRANTY DEED RECORDED UNDER. RECORDING NO. 7809150862. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE INTERSECTION OF S. .336TH STREET AND 32ND AVENUE S. (AKA WEYERHAEUSER WAY) AND ADJOINING 32ND AVENUE S. FROM S 336TH STREET TO S. 320TH STREET. SAID DEED ALSO RESERVED` FOR THE BENEFIT OF THE WEYERHAEUSER COMPANY AN EASEMENT FOR POWER AND AN EASEMENT. FOR LANDSCAPING WITHIN THE RIGHT OF WAY CONVEYED (AFFECTS PARCELS G, H, I AND Q) 15. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 124 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8007080485. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE WATER FACILITIES AS CONSTRUCTED. (AFFECTS PARCELS G, H AND 1) j 16. - SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8010140816. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCELS G, H AND 1) 17. ' SUBJECT TO THAT AGREEMENT REGARDING SANITARY SEWER AND THE TERMS AND CONDITIONS THEREOF GRANTED TO FEDERAL WAY WATER AND SEWER DISTRICT AND THE WEYERHAEUSER COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9402182159. EXCEPTION CANNOT BE PLOTTED. THE LIEN CREATED IN PARAGRAPH 26 OF SAID AGREEMENT WAS RELEASED BY THAT INSTRUMENT RECORDED UNDER RECORDING NO. 9512261712. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCELS G, ' H, I AND Q) I 18. SUBJECT TO CITY OF FEDERAL WAY ORDINANCE NO. 94-219 REGARDING ANNEXATION AND ZONING AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 9410260933 AND THAT MODIFICATION THEREOF RECORDED UNDER RECORDING NO. 20030513002214. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 19. SUBJECT TO THOSE RESTRICTIONS, COVENANTS, CONDITIONS, DEDICATIONS, NOTES, EASEMENTS, AND PROVISIONS, IF ANY, AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 99-0002 AS RECORDED UNDER RECORDING NO. 9905129004. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL G) 20. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 19990903000827. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL H) 21-23. NOT REPORTED HEREIN 24. SUBJECT TO RIGHTS OF THE GENERAL PUBLIC TO THE UNRESTRICTED USE OF ALL THE WATERS OF A NAVIGABLE BODY OF WATER NOT ONLY FOR THE PRIMARY PURPOSE OF NAVIGATION, BUT ALSO FOR COROLLARY PURPOSES; INCLUDING (BUT NOT LIMITED TO) FISHING, BOATING, BATHING, SWIMMING, WATER SKIING AND OTHER RELATED RECREATIONAL PURPOSES, AS THOSE WATERS MAY AFFECT THE TIDELANDS, SHORELANDS OR ADJOINING UPLANDS AND WHETHER THE LEVEL OF THE WATER HAS BEEN RAISED NATURALLY OR ARTIFICIALLY TO A MAINTAINED OR FLUCTUATING LEVEL, ALL AS FURTHER DEFINED BY THE DECISIONAL LAW OF THIS STATE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 25. SUBJECT TO SUCH RIGHTS AND EASEMENTS FOR NAVIGATION AND FISHERY WHICH MAY EXIST OVER THAT PORTION OF SAID LAND LYING BENEATH THE WATER OF NORTH LAKE. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL H) 26. SUBJECT TO UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. EXCEPTION CANNOT BE PLOTTED. (AFFECTS ALL PARCELS) 27. SUBJECT TO GENERAL AND SPECIAL TAXES FOR TAX ACCOUNT NO. 228500-0010-00. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 28. SUBJECT TO POTENTIAL RIGHTS BASED UPON LANDSCAPE AREAS DISCLOSED ON KING COUNTY ASSESSOR'S MAPS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) PLANS FOR INTERSTATE 5. NO RECORDED EASEMENTS WERE IDENTIFIED IN THE TITLE REPORT. THE LOCATIONS OF SAID LANDSCAPE AREAS ARE DEPICTED HEREIN. (AFFECTS PARCEL Q) 29. SUBJECT TO THOSE CONDITIONS, RESTRICTIONS EASEMENTS, NOTES, DEDICATIONS AND PROVISIONS, IF ANY, SET FORTH IN OR DELINEATED ON STATE PLAT RECORDED IN VOLUME 41, PAGES 30. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 30. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4045871. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 31 SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4381073. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 32. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 4381075, EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 33. SUBJECT TO - RELINQUISHMENT OF ALL EXISTING AND FUTURE RIGHT TO LIGHT, VIEW, AND AIR, TOGETHER WITH THE RIGHTS OF ACCESS TO AND FROM THE STATE HIGHWAY CONSTRUCTED ON LANDS CONVEYED IN DEED TO THE STATE OF WASHINGTON CONTAINED IN 'P;STRUMENT RECORDED UNDER RECORDING NO. 4980491. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 34. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5020234. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 35. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF HLL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE; RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5073868. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 36. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5204267. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 37. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS: CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5208`159. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 38. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5628306. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 39. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5743180. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 40. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED TINDER RECORDING NO. 5765326. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT. (AFFECTS PARCEL Q) 41. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO .OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5765327. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DC 11OT FALL IN EASEMENT. (AFFECTS ' PARCEL Q) I SCALE. N PORTION OF SW 1 /4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4, NE 1 /4 SE 1 /4, SW 1 /4 SE 1 /4 AND SE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T 21 N., R. 4 E., W.M. EYCEPTIONS FROM THE TITLE REPORT 42. SUBJECT TO THAT EASEMENT FOR PIPE LINE FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO OLYMPIC PIPE LINE COMPANY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 5785334. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. FIELD LOCATED GAS MARKERS DO NOT FALL IN EASEMENT.' (AFFECTS PARCEL Q) 43. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, 'ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND WORKING THE SAME' AS CONTAINED IN THAT DEED ` RECORDED UNDER RECORDING NO. 5907660. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 44. SUBJECT TO THE RESERVATION BY THE STATE OF WASHINGTON OF ALL OIL, GASES, COAL, ORES, MINERALS, FOSSILS, ETC., AND THE RIGHT OF ENTRY FOR OPENING, DEVELOPING AND " WORKING THE SAME AS CONTAINED IN THAT DEED RECORDED UNDER RECORDING NO. 5907661. EXCEPTION CANNOT BE PLOTTED. (AFFECTS PARCEL Q) 45. SUBJECT TO THAT EASEMENT FOR A SLOPES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING' COUNTY AS CONTAINED IN INSTRUMENT RECORDED UNDER' RECORDING " NO. 6475093. THE LOCATION OF SAID EASEMENT CANNOT BE ,DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT ADJOINS S. 336TH STREET FROM INTERSTATE 5 TO 32ND AVENUE S. (AFFECTS PARCEL Q) 46. SUBJECT TO THAT .EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED'TO 'KING COUNTY' WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO: 7104080368..THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS 10 FEET WIDE, LYING 5 FEET ON EACH SIDE OF THE FACILITIES AS CONSTRUCTED. (AFFECTS PARCEL Q) 47. SUBJECT TO THAT EASEMENT FOR WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO KING COUNTY WATER DISTRICT NO. 100 AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104080369. THE LOCATION OF SAID EASEMENT'IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 48. SUBJECT TO THOSE` COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS IF ANY, CONTAINED IN THAT DEED FROM THE STATE OF WASHINGTON TO THE WEYERHAEUSER COMPANY FOR EXCESS RIGHT OF WAY AS CONTAINED IN INSTRUMENT RECORDED UNDER. RECORDING, NO. 7303220472. THE LOCATION OF SAID EXCESS RIGHT OF WAY IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 49. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8010140815. THE LOCATION OF.SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 50. SUBJECT TO THAT EASEMENT FOR SLOPES AND THE TERMS AND CONDITIONS THEREIN GRANTED TO KING COUNTYASCONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8406060941. THE LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE. INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. SAID EASEMENT IS FOR PROPERTY ADJOINING THE SOUTHERLY MARGIN OF S. 336TH STREET. (AFFECTS PARCEL Q) 51. SUBJECT TO THAT EASEMENT FOR SANITARY .SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO LAKEHAVEN UTILITY DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NOS. 9512140223 AND 9512140224. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL Q) 52. SUBJECT. TO THAT EASEMENT FOR SURFACE WATER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED TO THE CITY OF FEDERAL WAY AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20030917000844. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS PARCEL. Q) 53. SUBJECT TO THAT EASEMENT FOR SANITARY SEWER FACILITIES AND THE TERMS AND CONDITIONS THEREOF GRANTED' TO LAKEHAVEN SEWER DISTRICT AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 7104050459. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. (AFFECTS, PARCEL Q) 4 G I N E E R S L L C 1 ! is ICI Suite 205 Federal Way, WA 98003: FEDERAL WAY (263) 838-6113 EVEREIT (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works I Project Management Landscape Architecture CONSULTING E 33400 8TH AVE. S. DRAWING NAME:\1886\001\01 U--0010\SURVEY PLOTS\SP1--04.DWG SHORT PLAT PREPARED FOR FEDERAL WXY CAMPUS, LLC DWN. BY DATE" JOB NO. C.A.F./R.F.G. 2016- i0-09 1886-001-016 CHKD. BY 1 SCALE SHEE-If � C. A. F. � N/A 4 C e1 1 2 CH - F e, �ed r, I���p E [i 0=2°28' SEE SHEET 7 FOR ADDITIONAL INFORMATION RECORDING NO. VOL./PAGE 6' N 86°49'21 " W (R) FOUND 4" X 4" CONCRETE MONUMENT SEE SHEET 8 FOR WITH 1" BRASS DISC WITH PUNCH, N 89°15'52" W 881.17' 1 ADDITIONAL INFORMATION DOWN 0.6' IN CASE �h FOUND 3.5" X 3.5" CONCRETE^� MONUMENT WITH 2" BRASS DISC ��� hryp SCALE: 1 inch = 400 ft. FU W�..__ �� WITH PUNCH, DOWN 0.65' IN CASE o it a 0 200 400 600 600 1000 �4U o (SEPTEMBER 2015) °000 �"� ' o PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, ( N 50°13'24" E /o NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N., C> NN I275.46' R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E.; W.M. FOUND 3" x 3" CONCRETE MONUMENT. WITH 1" BRASS DISC h oo • WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) / FOUND 4" X 4" CONCRETE MONUM NT Z WITH 2" BRASS DISC WITH PUNCH, DOWN 0.7% IN CASE U) (SEPTEMBER 2015) LEGEND FOR ALL SHEETS / FOUND 3" x 3" CONCRETE / 0) MONUMENT WITH 1" BRASS (R1) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT OF rj DISC WITH PUNCH, 1 €� N EXISTING LOT LINE TRANSPORTATION RECORDED UNDER RECORDING NO. 20 005�o9000G3 00 �; DOWN 0.5' IN CASE f � oo , (SEPTEMBER 2015) (R2) WASHINGTON STATE HIGHWAY COMMISSION, ' DEPARTMENT OF HIGHWAYS 16 0 o 411 PLANS ENTITLED "SR 18 - MP 0.18 TO MP- 1.21 = JCT. SR 5 TO SO. 110 `) ��j� �16 15 CD344TH ST. INTERCHANGE" DATED JULY 10, 1969 'o / N 09°37'29" E (R3) RECORD OF SURVEY BY THE WASHINGTON STATE DEPARTMENT. OF i% PARCEL l 484.24' TRANSPORTATION RECORDED UNDER RECORDING N0. 201005129000C4 9S3�1g3 0 4) �� �� (R4) WASHINGTON STATE HIGHWAY COMMISSION, DEPARTMENT OF HIGHWAYS EXISTING LOT LINE PLANS ENTITLED "SR 5 - PIERCE COUNTY LINE TO JCT. SSH NO. 5=A" j I GJ DATED DUNE 24, 1958 v=37°43'27" FOUND 3" x 3" CONCRETE MATCH LINE FOR PARCEL H MONUMENT WITH 1" BRASS PARCEL U EXISTING LOT DESIGNATION �'- � R=1200.00' SHEETS (TYPICAL) DISC WITH PUNCH, / L=790.09' NEW LOT DESIGNATION DOWN 0.6' IN CASE (SEPTEMBER 2015) J FOUND MONUMENT AS NOTED 000 U ®�'® '�, 0) t` rno o4 A DELTA � o ^ K �,� ,� �® 11 � PARCEL H R RADIUS a , 4�l1 N 47'20'56" ,E. 283.06' L LENGTH M^ N EXISTING LOT LINE �/���(6 '� (R) RADIAL Co CO 4r ? (37) LOT IN VACATED PLAT OF "EICHHOLTZ ADDITION; VOLUME 68, PAGE 71 _ �� ✓ FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC < > RADIAL. BEARING FOUND 1 3/4" BRASS DISC WITH X, N WITH PUNCH, DOWN 0.6' IN CASE SET IN CONCRETE DOWN 0.9' 0 PARCEL Q A=5°00'13" q, . SEPTEMBER 2015) (L) BEARING AND DISTANCE PER LEGAL DESCRIPTION. IN CASE (SEPTEMBER '2015) /Z 1 R=596.24 ��26, Q) L=52.07 �°5Op0 �`Vo�o I ® SET REBAR AND CAP STAMPED: "ESM LLC 35142/44925" FOUND 1 3/4" BRASS DISC WITH X, SET IN CONCRETE DOWN 1 .0' zCOIN CASE (SEPTEMBER 2015) o - L - - -� �4lZj L 7'06'21 FOUND BRASS PIN SET IN CONCRETE, �Z �� OE �- i-G=2" �(� G R-1 200.00' FOUND 4'' x 4" CONCRETE MONUMENT DOWN 1 8' IN CASE (OCTOBER 2015) r0 00 , / L=567 70 WITH 2" BRASS DISC WITH X, DOWN 0.4' SASS OF HORIZONTAL DATUM IN CASE (SEPTEMBER 2015) - CENTERLINE=0. W 2 `s / - - - - WASHINGTON COORDINATE SYSTEM (WCS) - NORTH N 88'16'07" W 62� 00, / / FOUND 4" X 4" CONCRETE MONUMENT WITH ZONE (BASED UPON NAD 83\2011) UTILIZING THE 201,86' �g6� Op, /` - - - - - 2" BRASS DISC WITH X, DOWN 0.3' IN CASE WASHINGTON: STATE REFERENCE NETWORK (WSRN) w -1�4 �o1 e 1 \2 - 0� / / - - /- - (SEPTEMBER 2015) IN NOVEMBER, 2015: N 88'15'22" W 57.56' (ESM) L, �O NI 05'15'23" W / "X" 57.6' (R4) 57.51' (R3) v� d _ N 1 ���1 I 177.77' IR) 1A / FOUND 2" BRASS DISC WITH SET IN CONCRETE, DOWN 0.6', SURVEY INSTRUMENTATION: S. 336TH STREET o I � � 63. � 1N 105'15'23" IN CASE SURVEYING PERFORMED IN CONJUNCTION WITH THIS RECORD 17 16 (PUBLIC RIGHT OF WAY z I , 79OS- I I 342.69' (SEPTEMBER 2015) OF SURVEY. UTILIZED THE FOLLOWING EQUIPMENT AND 16` - s � 1, PARCEL Q L J MONUMENTED NORTH FOUND CONCRETE MONUMENT r FROCEDURES. 20 21 - - - - - - WITH 1 4 BRASS PIN, DOWN 1.0', LINE OF SECTION 21 / �� 21 VACATED S. 336TH STREET IN CASE (OCTOBER 2015) HELD FOR CENTERLINE TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, N 88° 15'31 °' W 2621.32' (R3) i N 88'15'22' W 1740.80' (ESM) A=69'01'15' OF ROAD AND MONUMENTED EAST ONE 10" TOTAL STATION' MAINTAINED TO MANUFACTURER'S o �, N 88°15'41" W 2621.64' (ESM) N 88°15'52" I I R=600.00' LINE OF SPECIFICATIONS AS REQUIRED BY WAC-332-130-100 00 W 1740.93' R1 ( ) L=722.79' SECTION 21. ro M \ i PROCEDURE USED REAL TIME KINEMATIC AND RAPID SIAI IC co cCOv MONUMENTED SECTION LINE: > I N 74'16'39" W GPS AND FILLD TRAVERSE WITH ACCURACY MEETING OR w_w N 88'15'22" W 1994.94' (ESM) 3: N 88°15'52" W 1994.95' I ¢ 186.80' - EXCEEDING THE REQUIREMENTS OF WAC=332-130-090 c N (R1)(R3) _ L °' L MONUMENTED EAST / UNE OF SECTION 21 co ¢ -M - U I o - S. 337TH STREET w 0 0 z z �� FOUND 2" BRASS DISC WITH "X" RETE DOWN 1 1, 4=65°03'36" FOUND 1 3/4" BRASS o _ DISC WITH X, SET IN Ld j 1 Fw- r' I .. z p I.IJ w SET IN CONC R=350.00a ¢ ¢ w F- FOUND 2" BRASS �� 20 21 IN 'CASE 2 L=397.43' w o w CONCRETE DOWN 0-3', Q= I o I Q I I w I w (/) Q DISC WITH PUNCH (SEPTEMBER 2015) o 00 w 00 IN CASE > 00 1 1 z I>( I Q I o = oCD SET IN CONCRETE, w C"i �,g I rn o N I ` W z DOWN 1.0' IN CASE Z. ;� ,� v I I I I I 0=75'30'48' it _ FOUND 3.5" X 3.5" CONCRETE M - w w Z = w SEPTEMBER 2015 M `'� R=350.00 cn ¢ m ( ) j r - / o o ao MONUMENT WITH 1 " BRASS DISC I I w ¢ ro Y z - cn` L=461.29' o� " •� ¢ N WITH PUNCH, STAMPED: SECTION W o < a- o- w �. � °' z N z ( 0 UNE'. 0.2' ABOVE GROUND �- - - Q . - J d _ m vi (SEPTEMBER 2015) Q r o M rn c~i, r- M rn / FOUND 2" BRASS 0 0 O F- c�o DISC WITH PUNCH. 1660.97' (ESM) z oN z a (n Q w IN N SET IN CONCRETE, (n F- 1 < z oz - FOUND 3" BRASS DISC WITH .' pi DOWN 1.0' IN CASE N88'22'17"W 5257 96'(R) �� / L`' d d cv N � M 21 :2PUNCH, (SEPTEMBER 2015) N8822'28"W 5257.85'(ESM) / :36 z -21 �� SET IN CONCRETE, DOWN 2.5% IN CASE ' A STA. 1875+63.49 (R3) 20J21 22 (SEPTEMBER 2015) DRAWING NAME:\1886\001 \01 6-0010\SURVEY PLOTS\SP1-05.DWG z z /-STA. 1875+62.4 (R4) v - CONSULTING ENGINEERS I_LC SHORT PLAT FOUND 4" X 4" CONCRETE / MONUMENT WITH BRASS PIN, 33400 8TH AVE. S. //, ' r ^ - NO PUNCH (SEPTEMBER 2015) 1 A Pa_Pr,RLLi Suite 205 1503.68' (ESM) 1133.1' (R4) Federal Way, WA 98003 FEDERAL WAY (253)-838-6i13 8 a FEDERAL ��A CAMPUS,, �1-C g 20 21 1 132.81 ' S. - 352N D STREET � -" (ESM) (R3) -, ` 21 W W W , e S m C I V I (. C 01'1'1- EVERE7T (425) 297-9900 _ - d v FOUND 3" BRASS----- DISC WITH "X" SET 29 28 N 88°31'23" W 2636.49' (ESM) N 88°31'27" W 2636.40' (R1)(R3) 28 DM!N. BY DATE JOB NO. a r C.A.F./ G. $ 2016-10-10 1886-001--016 a IN CONCRETE, Civil Engineering Land Surveying Land Planning DOWN 0.9', IN CASE (SEPTEMBER 2015) I Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET Iy d C.A.F. i"=400' O 1 d fa RECORDING NOI. VOL/PAGE w T U) w w U) CITY OF y 4 d e FOUND 2 IRON PIPE FILLED WITH CONCRETE WITH FINISH NAIL, DOWN 0.7', IN CASE (SEPTEMBER 2015) 9 1� — N 89°44'36" W 2665.01' (ESM) /� — — — _ — — -- ,-- — 10 16 15" — N 89°44'49 W`845.8$'-= N 89°03'08" W ` 2665.35' (ESM) ~-- I/ Y 15 S 320TH � STFiEEI' w J o 7 r EAST CAMPUS CORPORATE PARK PARCEL 1 LOTH O O N ON BINDING SITE PLAN � BUILDING I z VOLUME 191, PAGES 39-45 RECORDING NO. 1999091600IJ97 TRACT C -----------�- -- -I----- LOT K LOT L ------------- II �\ TRUE POINT OF BEGINNING I WATER EASEMENT OF EXISTING PARCEL G RECORDING NO.. 19990903000828 F \ IA— — — — — — — — — ti'ri(1"I A/ r o n. N 89`0 N 8822'20'_ W 1491.10' N 88'22' 19" W .1491.17' (L) i co i N t39'05'51 " W 648.05' N 89'05'50" W 647.96' (L) o o ! O7 VACATED 32ND AVENUE S. - SEE KING COUNTY - GAS EASEMENT - RECORDING ORDINANCE NO. 6801 DATED MAY 29, 1984 AND --*'� w w �— N0. 19990817001304 RECORDED UNDER RECORDING NO. 8407180415 I �' AND PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I I SOUTHERLY LINE OF PLAT I NOTE FORMER EASEMENT PER RECORDING I I I = NORTHERLY LINE OF LOT 7 OF 0 Ld NO. 8010100959 WAS EXTINGUISHED BY RECORDING I I I CITY OF FEDERAL WAY BOUNDARY i Q z NO. 1990817001304 I I LINE ADJUSTMENT NO. BLA 99-002 I I I I 50.913 ACRES (2,217,760 S.F.) ' I I PARCEL G 1 4) LO% 7 1° v ' CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. &A 99-002 RECORDING NO, 9905129004 I 30, I M a v MATCH LINE I SEE SHEET 9 FOUND 3" x 3" CONCRETE MONUMENT WITH 1' BRASS DISC WITH PUNCH, DOWN 0.5' IN CASE (SEPTEMBER 2015) TRACT E A=08°05'51 " A=08'05'53" — R=670.00' R=670.00' L=94.69' (L) L=94.70' O L�1 �`o rINO , SCAB. 1 ine = 100 ft. 0 50 100 150 200 250 PORTION OF SW 1 /4 NE 1 /4, SE -1 /4 NE 1 /4, NW 1 /4 SE 1/4, NE 1 /4 SE 1 /4, SW 1 /4 SE 1 /4 AND SE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF 'SECTION 15, T. 21 N., R. 4 E., W.M. w (PUBLIC RIGHT OF WAY) CALCULATED POSITION FROM A=2°28'07 `r PREVIOUS SURVEY BY ESM o FOUND 3" X 3 CONCRETE MONUMENT L=30.16' WITH 1" BRASS DISC WITH PUNCH, N 86°49'21 "_W_(R) z DOWN 0.6' IN CASE FOUND 3.5" X 3.5" CONCRETE MONUMENT WITH 2" BRASS DISC WITH PUNCH, DOWN 0.65' IN . CASE (SEPTEMBER 2015) tiO O. O• ipC�l \ �� ,IQ \ 0 Dc 0 V_P FOUND 3 x 3" CONCRETE MONUMENT WITH 1" BRASS ��iP�i �0 �S`b DISC WITH PUNCH, h /.N J �pF p0 DOWN 0.3' IN CASE h0 �POG�` GOF��g'` (SEPTEMBER 2015) ti 10 P� J 1� FOUND 3" x 3" CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.3' IN CASE (SEPTEMBER 2015) U U N 6 U L I IN(3 EN61NEERS LLC 33400 8TH AVE. S. ` I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETr (425) 297-9900 www.esmcivil.com Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture FIFO # _ �_. I ' DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-07.DWG SHORT PLAT PREPARED FOR FEDERAL L A Y CAMPUS, LLO DWN. BY DATE- JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001- 016 CHKD. B� SCALESHE,-100' � OF 12 I , o- . 1 k' sue... ®. kno keu a.I V�l Way mli — N 88°20'53" W 2600.15' (ESM) — � �9 10 16 — 1386.83' (ESM) / 1213.32' (ESM) 1213.4'. (R4) -- 6 V FOUND 2 IRON PIPE � S. 320TH STREET FILLED WITH CONCRETE (PUBLIC RIGHT OF WAY) WITH TACK, DOWN 1.0', IN CASE FOUND 2" IRON PIPE FILLED WITH (SEPTEMBER 2015) CONCRETE WITH FINISH NAIL, DOWN 0.7 , IN CASE / (SEPTEMBER 2015) �^ o 0 SCALE: 1 inch = 100 ft. i _ _7.__ 0 50 too 150 200 250 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N., co o SEE SHEET 6 R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION. 15,T. 21 N., R. 4 'E., W.M. N N OQ MATCH LINE z _J , U / / a 100' DEVELOPMENT 18 i i SETBACK LINE (TYPICAL) l: l PARCEL G A=67°25'26" R=80.00' 10,,35.14' L=94.14' / e l I LOT 7�---- / / CITY OF FEDERAL WAY BOUNDARY LINE EXISTING LOT LINE = SOUTH' LINE OF ADJUSTMENT NO. BLA 99-002 I THE NORTHEAST 1/4 OF SECTION 16 RECORDING NO. 99051 29004 / SOUTHERLY LINE OF LOT 7 OF CITY OF % FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. BLA 99-002 -LINE TO BE EXTINGUISHED UPON / THE RECORDING OF THIS SHORT PLAT M ' � CD I 50.913 ACRES (2,217,760 S.F.) O (n , V N U) / 4, 22.330 ACRES (972,674 S.F.) APPROXIMATE LOCATION OF OLYMPIC PIPE LINE EASEMENT BUILDING PARCEL H A=90°o0'00" UNPLATTFD \ �\ 125.66'y/v NW 1/4 SE 1/4 AND GOV. LOT 1 OF SECTION 16 N w \ �60' PRIVATE INGRESS, EGRESS y% Z` 46• \ ap AND UTiLi T 1ES. EASEMENT 7076 \ — RECORDING NO. — '� i 23 a; / ,� N 88'22'20' W 441 26' j rn c 0 X a \ LOT LINE .ESTABLISHED UPON (o 0 j ^ ^ ^ j o �Q� r / 2� s.46' 194.80' a \ THE RECORDING OF THIS o „^ 44 \ SHORT PLAT TYPICAL Q o / N 88°22'20'° W N 88°22'20" W (TYPICAL) co M 3 N 01 ",3T40' E 143.59' W ti N LU U !'� l ,/ ;n 19.00 76.68 co / a °' / TRACT A Z 26.196 ACRES SEE NOTE 2 ON SHEET 3 (1,141,108 S.F.) 19.513 ACRES LOT LINE ESTABLISHED UPON (849°995 S.F.) THE RECORDING OF THIS N 30'42_35 W SHORT PLAT (TYPICAL) / j I � MATCH LINE / 1 N 01'28'2T W 365.66' Civil En Public CONSULTING ENGINEERS L L C 33400 8T9-9AVE. S. 1 - 1I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 www.esmcivil.com gineering Land Surveying i Land Planning Works Project Management I Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-08.DWG SHORT PLK PREPARED FOR IrEDERAL WhAY CAMPUS, S, C DWN. BY DATE JOB NO. 1 C.A.F./R.F.G. 2016-10-10 1886-001-016 rC MD. BY SCALE SHEET C [17y e era W d 1W,, a,.,. SCALFa 1 inch = 100 ft. I - J 0 50 100 150 200 250 ��� PORRON OF SW 1/4 NE 1/4, SE 1/4 ,NE 1/4,. NW 1/4 SE 1/4, SHORT NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE '1 /4 OF SECTION 16, T. 21 NO. 16-102�00—SU SEE SHEET 6 SEE SHEET 7 R. 4 E. W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N R. 4 E., W.M. � A=40'35'55" CITY OF FEDERAL WAY R=1030.00' KING COUNTY9 WS I GTO ®® ®® — ® ®® ®® L=729.84' I 30, o o VACATED 32ND AVENUES. SEE "KING COUNTY I I o 0 0 Q ORDINANCE NO. 6801 DATED MAY 29, 1984 AND o o v MATCH LINE RECORDED UNDER RECORDING NO. 8407180415 1 AND FOUND 3" x 3 CONCRETE 60'' PRIVATE INGRESS, EGRESS 50.913 ACRES PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I N MONUMENT WITH 1" BRASS AND .UTILITIES EASEMENT 0 (2,217,760 S.F.) NOTE: FORMER EASEMENT PER RECORDING I ' DISC WITH PUNCH, "RECORDING AS NO. 8010100959 WAS EXTINGUISHED BY RECORDING I DOWN 0.5' IN CASE — — — NO. 1990817001304 T N (SEPTEMBER 2015) �w N 8822'20" W 1035.14' " N v- W — PARCEL G ��OT LINE ESTABLISHED UPON— —� I N c THE RECORDING OF THIS — — — — — T (TYPICAL) `� . = I SNORT PLAT ( ) LOT 7 I : o CITY OF FEDERAL WAY BOUNDARY LINE Q I ADJUSTMENT NO. BLA 99-002 0) N o o RECORDING NO. 9905129004 z NLIJ>w o z$ I O 0 C n�o`rn \ I ^N (]JN��O M 04 \� \ 6 15 111 co I Z EXISTING LOT LINE = SOUTH LINE OF I , � THE NORTHEAST 1/4 OF SECTION 16 = \ \ FOUND 4I X 4 CONCRETE MONUMENT :L SOUTHERLY LINE OF LOT 7 OF CITY OF \ \ WITH 2" BRASS DISC WITH PUNCH, i FEDERAL WAY BOUNDARYLINE \ DOWN 0.7', IN CASEf "a z ADJUSTMENT NO. BLA 99-002 (SEPTEMBER 2015) N o 30' -LINE TO BE EXTINGUISHED UPON THE SHORT PLAT 0 o RECORDING OF THIS SHO� � 370.33' � � FOUND 3" x 3' CONCRETE m� "' BRASS SHEET 5 OF 12 LOT LINE ESTABLISHED UPON THE RECORDING ` OF THIS SHORT PLAT (TYPICAL) 60' PRIVATE INGRESS, EGRESS \ 2 22.330 ACRES (972,674 S.F.) S SEWER EASEMENT EUiLDING PARCEL l N UNFLA TTED w MONUMENT WITH 1 DISC WITH PUNCH, N DOWN 0.6' IN CASE (SEPTEMBER 2015) v rn BUILDING M O0 / I Lj w --�--- --------------------------, / -LO -_--------- / oo / 'I _OOP / / I jz / \- SANITARY SEWER EASEMENT i20 10' GAS EXISTING LOT LINE EASEMENT - LINE EXTINGUISHED UPON THE RECORDING N,I/ 0OF THIS SHORT PLAT / MI / N 78`23'54" E (R) 15' BUILDING SETBACK LINE 12 PARCEL H „o ^o UNPLATTED AND UTILITIES EASEMENT I \ NW 1/4 SE 1/4 AND GOV RECORDING NO. \ LOT 1 OF SECTION 16 \ SS4>46 \ 7076 \ \ MATCH ' • - ___1 \ SEE SHEET, 11 M VACATED 32ND AVENUE S. - SEE KING COUNTY / ORDINANCE NO, 6801 DATED MAY 29, 1984 AND o� I / ®I RECORDED UNDER RECORDING NO. 8407/804/5 zI iP oo v5 o APPROXIMATELY 6 ACRES O i�('V V �-r (b Lo N 89°05'29" W 45.00' (L) z z N 00°54'31 " E 97.00' (L) a �� PARCEL o 0 ^ �O H w w o U N 0 N 89°05'29" W 75.00` (L) \ 01 DRAWING NAME:\1886\00 i \01 6-0010\SURVEY PLOTS\SP1-09.DWG CONSULTING ENGINEERS L L C 33400 8TH AVE. S. I Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERETT (425) 297-9900 WV1lW.E',Sfi1CiVII.00l1'1 DWN. BY C. A. F. /R. F. G. Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY C. A. F. SHORT PLAT PREPARED FOR FEDERAL WAY CAMPUS, ILLC D ATr- 2015=10- 1 C• SCALE 1' -100' UOB NO. 18�36 --00I -01 ti SHEET 12 OF I RECORDING NO. VOL/PAGE CITY OF wpm Way SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 SHORT PLAT PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, ® 1 1 ®SLR SEE SHEET" 8 FOR NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N., ADDITIONAL INFORMATION SEE SHEET 8 R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. G- E., W.M. CITY OF FEDERAL WAY / MATCH LINE KING COUNTY, WASHINGTON I I/ I� z I N I C APPROXIMATE LOCATION OF ' OLYMPIC PIPE LINE EASEMENT PARCEL H T mI I / I 0 Y I P UNPLATTED NW 1/4 SE 1/4 AND GOV. LOT 1 OF SECTION 16 / I l � , TRACT A I 19.513 ACRES (849,995 S.F.) l%I Z 26.196 ACRES co / �, (1,141,108 S.F.)'Cop Lp I SEE .LEGEND ON �� SHEET 5 OF 12 z I I; NOTE `� ° / /' I 6G LOCATIONS OF BUILDINGS AND IMPROVEMENTS AS DEPICTED ^ ^ / / /; w �-- LLB HEREIN ARE FROM THAT MAP PREPARED BY DEGROSS AERIAL MAPPING IN NOVEMBER, 2015. SAID MAP WAS / COMPILED TO MEET ASPRS STANDARDS FOR CLASS 1 = " J P j I I ti / / = 00 to MAPPING ACCURACY AT THE SCALE OF 1" = 50 FEET. I; -! 0 I I EXISTING LINE = SOUTH LINE OF THE NW 1/4 OF THE SE 1/4 AND SOUTH LINE OF GOV. LOT 1 OF } SECTION 16 = NORTH LINE OF N l II I I LOT 33 I W STATE PLAT LOT LINE ESTABLISHED UPON I I THE RECORDING OF THIS z LOT- 39 I ' SHORT PLAT (TYPICAL) I w OLYMPIC PIPE 40 41 c� LINE EASEMENT O y Q LOTS 2-5 PARCEL Q ao FLAT of EICHHOLTZ ADD17rON / !I w I Q I VOLUME 68, PAGE 7/ I / LOT 32 I STATE PLAT OF SECTION 16, T, 21 N., R. 4 E., W. M. 0 I I i VOLUME 41, PAGES 30-32 N 20 SEWER EASEMENT / I , G EXCESS RIGHT OF WAY I I; CONVEYED BY STATE WHICH �— 100' DEVELOPMENT a? �� �� A 9 A`Q q .V ATTACHES TO PARCEL 0 / — — / I SETBACK LINE (TYPICAL) 18 I 0=08°4$ 51 ` tii e�4a�@o = SEWER EASEMENT 51 L=96.34' iE_� Zo. L I LTI S. 333RD STREET °� -� 13� a2�� — — — —(VACATED RIGHT OF WAY) �.�/ dy L=142.06' Qz R'38A�c�� O s0. r T. N I - - ; - -_N 7°38'21" W -cs> _4-20'39'28` a? // ' � o 125' LOT 31 I LOT 34 S� of �P�g� 8A, - �' ��G 95 a SEE SHEET 5 FOR MATCH LINE S� `Q�g��62� SEE SHEET 1 t b N 00•55'32" E (R ADDITIONAL INFORMATION p� — A=72°59'47" R=596.24' L=759.62' DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-10.DWG CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE. S. I , I PREPARED FOR Suite 205 Federal Way, WA 08003 FEDERAL WAY (253) 838-6113 CAMPUS,FEDERAL WAY LLC EVERETT (425) 297-9900 www.esmcivII.com DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C. A. F. 11"=100' 1 10 OF 12 VOLP, AGE CITY OF e r a i Vva, y Fv d V ��e 1 inch = 100 ft. 0 50 100 150 200 250 LOT LINE ESTABLISHED UPON PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, THE RECORDING OF THIS NE 1 /4 SE 1 /4, SW 1 /4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION' 16, T. 21 N., SHORT PLAT (TYPICAL) R. 4 E., W.M. AND SW 1 /4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. A937° 43' 27 S SHEET R=1200.00'r `�®' N 89°06'019" W 75.00' (L) L=790.09" �\ MATCH LINE �^^o �.� �� 7ry ^ ho' ^O co ur o 0 IV v' 0 oo o 7� of .. w w l 43• 16 \ p a o LO v- NGRESS EGRESS AND 60 PRIVATE I 26.196 ACRES UTILITIES EASEMENT — RECORDING (1,141,108 S.F.) NO. p� 45 N 84 38' 11 " W 120.36' PARCEL H ry 84°20'12„ w $ / �. 120.42' (L) z I UNPLATTED � �• % / ��� SEWER 20 4 EASEMENT O NW 1/4 SE 1/4 AND GOV. LOT 1 OF 07 QI SECTION 16 O' /r k, J� �� F �P c'.�°OG '�11 n`LP hL��\G� ��GO �O 0�6 /$rj,`� ��{w6 P APPROXIMATELY 6 ACRES �7. /,�ti ti°' 4. PARCEL H A�o°• � UNPLATTED �p� I 7° M ^ �Q. FOUND 3" x 3" CONCRETE W `y0 .0 •��Q�v// MONUMENT WITH 1" BRASS DISC d �0 / WITH PUNCH, DOWN 0.6' IN CASE (SEPTEMBER 2015) �oje'3 7'0 50,3., S / 00�2 j EXISTING LINE = SOUTH LINE OF S9 OD THE NW 1/4 OF THE SE 1/4 AND / 9' 79 �,QJ 2B Aa 4- SOUTH LINE OF GOV. LOT 1 OF O 7ryOp•�7SS� SECTION 16 = NORTH LINE OF / <N 56'06'04" W> SO O. ✓v STATE PLAT S N 88' 19' 11 " W / 4 O &J�, N 88` 19' 1 1 W 603.51 1 16.44' ��b o/ C\ 77 77 2 6 LOT 39 n 0 I LOT 40 po°o� \ �j jso0p3 D 1 , /r �, ^� ,�� I LOT 5J EXISTING LINE = SOUTH LINE .OF 3 o �. LSEWER EASEMENT 20 01 THE NW 1 /4 OF THE SE 1 /4 AND I THIS DISTANCE IS APPROXIMATE SOUTH LINE OF GOV. LOT 1 OF PARCEL Q zo -,nt AND IS SHOWN FOR THE SECTION 16 = NORTH LINE OF \_N 53'50'34" W (R) _ a STATE PLAT 38' I z PURPOSE OF CREATING A CLOSED 1 c FIGURE. STATE PLAT OF v 0 l 21 'N. R. 4 E. W..M. � I � I:�2 SECTION. 16, T, //EXC�TION D I VOLUME 41, PAGES 30-32 LOT 40 �I 1 / k,=01°25'58" STATE PLAT OF / R=1250.00' SECTION 16, T, 21 N, R. 4 E., W _,'?T 51 L=31.26' VOLUME 41, PAGES 30-32 SEWER EASEMENT / 6 Z p�� °° '�/r^^�O �j O ° �� El LOT 50 , o/ . Cr �' f / S. 333RD STREET S. 333RD STREET / 7 (VACATED RIGHT OF WAY) 13 " O (VACATED RIGHT OF WAY) PAR,,.\• crony` / LOT 41 CONSULTING ENGINEERS LLCi6 33400 8TH AVE. S. i Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 EVERE7 (425) 297-9900 www.esmcivi1.00m Civil Engineering Land Surveying Land Planning Public Works Project Managemoflt Landscape Architecture N 00'54'31" E 46.76' THIS DISTANCE IS APPROXIMATE AND IS SHOWN FOR THE PURPOSE OF CREATING A CLOSED FIGURE. APPROXIMATE EDGE OF NORTH LAKE PER AERIAL MAPPING — NOTE THAT VEGETATION OBSCURES THE iEDGE OF WATER N 15° 15' 18" 'E 438.51 ' THIS LINE IS SHOWN: FOR THE PURPOSE OF CREATING A CLOSED FIGURE AND DOES NOT REPRESENT A PROPERTY LINE. �Ov V \�O DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-11.DWG SHORT PLAT PREPARED FOR FEDERIAL SAY CAMPUS, LLC DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 CHKD. BY SCALE SHEET 1t C.A.F. 1 "=100' 11 1 - RECORDING NO, V0L AGGE _.,.:CITY OF FederalWa,11.1 I SE SCALE. 1 nch = 100 it. I 0 50 100 150 200 250 PORTION OF SW 1/4 NE 1 /4, SE 1 /4 NE 1 /4, NW 1 /4 SE 1 /4; NE 1 /4 SE 1 /4, SW 1/4 SE, 1 /4 AND SE 1 /4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1 /4 NW 1 /4 OF SECTION 15, T. 21 N., R. 4 E., W.M. LOT LINE ESTABLISHED UPON THE RECORDING OF THIS SHORT PLAT, (TYPICAL) A=5.00' 13" R=596.24' SEWER EASEMENT G L=52.07' LOTS 2-5 PLAT OF EICHHOLTZ ADDIT/ON VOLUME 68, PAGE 71 MATCH LINE SEE SHEET 10 �R SEE SHEET 11 o W L=142.06' 7zN R-394.00' 00 41 l I / r PARCEL LOT 34 'C�tl �— —1 i ,6� 0=27•os'21 � � � R=1200,00' L=567.70' O13 OLYMPIC PIPE l STATE PLAT OF LINE EASEMENT / T, -21 N R. 4 E., W.M. 62 SECTION 16, , 5A � 96 VOLUME 41, PAGES 30-32 15��6 5 �& L'�4 SEWER 9 EASEMENT I SURFACE WATER l l l i �fr � D� 9pp� EASEMENT OLYMPIC PIPE 1 3' LINE EASEMENT / f �; ��� � 00 52 I o / 19.513 ACRES— / LOT 31 (849,995 S.F.) 100' DEVELOPMENT G SEWER//,SETBACK LINE (TYPICAL) LOT 34 EASEMENT � 3 �� .. � 25 T/ / /I,' 18 � r� � (� vi . Q oL Q �� ( / /, I •,�, FOUND 1 3/4" BRASS DISC WITH X, I I�Q SET IN CONCRETE DOWN 0.9'Lr I 1 2 0 0 o U` I N °` IN CASE (SEPTEMBER 2015) coQo coo . 1 / / 63° I Nth � _ �--- z II I SqD) OLYMPIC PIPE 42 30 I I 0 o � N I I I LINE EASEMENT I I I v wC0' I 13.691 ACRES (596,367 S.F.) z^ /,$) C4 I I LOT 30 ��� N �2. PARCEL M W o `�' I I I I `" I I "- I I ��,^� STATE PLAT OF I I I z_ t� J LANDSCAPE AREA 2 � C - -� a SHOWN :ON KING (�' I� I �;y�R) / o `� SECTION 16, T, 21 N., R. 4 E., W.M. i` � ^�' COUNTY ASSESSOR I 63. c�,`o N� VOLUME 41, PAGES 30-32 I I Z co z MAP _ I _J � �o EASEMENT O 28 I °� o Nv �Z PROVIDED 1 o (I I LOT 35 I LOT 36 �=n� \ Iz�(R) Q� � z I\ I I I �o 0� � � p 63.�9 oSry w I I ✓ 6; I 11 ®�/y���0 �' I ^I Of FOUND 1 3/4" BRASS DISC WITH X, pI II '�I SET 1N CONCRETE DOWN 1.0' I IN CASE (SEPTEMBER 2015) I II G PORTION 'OF VACATED 77 CENTERLINE= ... �_ RIGHT OF WAY WHICH SEWER ----�i I�-- N 88.16'07" W LOT 30 — ATTACHES TO PARCEL Q EASEMENT 201. 21 --- --- ------ -- N 88'15'22' W 1065.62'=-- —SECTION 16 ------- ALONG SECTION LINE = 379,06' CENTERLINE: —1 SECTION 21 / \ ' _ _ _ S. 336TH STREET S. 33 TH STREET ; - - - - R=350 00 6„ - - - - - - - L — -- —N 88.15'22' w 1740.80' — — / \ / / (VACATED RIGHT OF WAY) I .(PUBLIC RIGHT OF WAY) '\�- L=397.43' o N 88'15'52' W 1740.93' (RS)) �\ \� r WATER '- ``' EASEMENT Oil MONUMENTED SECTION LINE: 47 " WITH "X" FOUND 1 3/4" BRASS \ �y N 88'15'22' W FOUND 2 BRASS DISC 1994.94' ESM o SET 1N CONCRETE, DOWN 1.1', DISC WITH X, SET IN \ PORTION OF EXCESS N 88'15'52' W 1994.95' (R1 R3 IN CASE CONCRETE DOWN 0.3', RIGHT OF WAY CONVEYED ( )( ) (SEPTEMBER 2015) IN CASE BY THE STATE WHICH ATTACHES TO PARCEL Q G - PLAT OF EIC,yHOLTZ ADDITION VOL UME 68, PAGE 71 2 � (3) (4) i S>000, I �\ 2• OcP. I � x I I p I FOUND 4" x 4" CONCRETE I MONUMENT WITH 2 BRASS I LOT 38 DISC WITH X, DOWN 0.4', '� RIGHT OF WAY CONVEYED BY IN CASE (SEPTEMBER 2015) "� ;,� � RECORDING NOS. 6475093, 22 7809150862, 8406060941 o c2 z AND 20030917000738 E' z o cn N 88.15'31 " W \ ri FOUND 4 X 4" CONCRETE 129.02' \ c' MONUMENT WITH 2 BRASS 1 DISC WITH X, DOWN 0.3', 100 —�11 IN CASE (SEPTEMBER 2015) ra 42 o LOT 37 ;r, �01VQ I 1 o IT1 z z cv<:13 0 U; LOT 42 D �,, c� u, i z ITI w 50 C m FOUND 2"_ BRASS DISC WITH "X» tSET IN CONCRETE, DOWN 0.6', IN .CASE (SEPTEMBER 2015) e 0 N 01'44'38' E N �; 'T • Z. a 296.12' 4492 A CONSULTING ENGINEERS L L C 33400 8TH AVE. S. Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivii.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-12.DWG HOW UPLAT PREPARED FOR FEDERAL SAY CAMPUS, ILLC DWN. BY DATE JOB NO. C. A. F. /R. F. G. 20 i 6-10-10 1886-001— ­`16 CHKD. BY SCALE SHEET C.A.F. 1 "=100' 12 0F 12 EAST CAMPUS CORPORATE PARK PARCEL SEE SHEET 8 FOR BINDING SITE PLAN ADDITIONAL INFORMATION VOL UME 19 1, PAGES 39 — 45 J t---_ 42-6 - / _ _ 4$ ���ECORDING NO. I99909 16OO 1397 O -------__�-- —/ i j 43 — — = ems- _�� f � J � / � BUILDING ` l _TRACT D l LOTH ,J o 0 0 STORMWATER I V POND -WATER EASEMENT— / I I Q RECORDING ( �_ -- I II IIII �Sp 00 — _NO. 19990903000828 4 0 N ' 88'22'20 W 1 491.10' ,-N 88°22'19" V✓ 1491.17' (L) SOUTHERLY LINE OF/PLAT / W I \ -- = NORTHERLY LINE/OF LOT 7 OF / � IC-) ✓1 (/ / 444 CITY OF FEDERAL WAY BOUNDARY CONTOUR INTERVAL. = 5'60- N `�/ / ` LINE ACJUSTMEN N0. BLA 99-002 . 4 � z ' SEE LEGEND ON P`e�°P / / / I WETLAND \ / ( 1 SHEET 5 OF 92 -� \ FE / \ \ JF STRIPED PAR LLEL ` OI I PARKING ALCNGADP,IV �\ IV,3, \ I �� / l 2Q° LANE (TYPICAL) / 2S. pp, 26 / I Q / / / /V 50.913 7j-2ACRES A I / / 25. 032» \ (2,217,760 S.F.) \ LLB Q Q o / / / (C s� ✓ (�40 v 125' //"o \ tZ , cF / /� 100' DEVELOPMENT I SETBACK TYPICAL 1 8 ASPHALT RO\ IV/ SE LINE \O (PRIVATE) \ \ pUJ �; 4b IT \ i / - PARCEL G 4! vFF 82 LOT 7 rn C/TY OF FEDERAL WAY BOUNDARY LINE 6 ;a / s / \ A JUSTMENT NO. BLA 99-002 / o l l ! -� ECORDING NO. 9905129004 / � WETLAN � o WETLAN l / Q LF-B 6 WETLAND EL 0 WETLAND EG � BUFFt7d Q WETLAND E , \ APPROXIMATE LOCATION OF OLYMP IC \ / WETLAND/ A + / / PIPE LINE EASEMENT BS NORTH MATCH LINE_ / I / 57 �6 / LF-GD . — — " J 60' p b BUFFER GC SEE SHEET 8 SEE SHEET_ RVE P.T. OF CU DRAWING NAME:\ 1 886\00 1 \016-0010\SURVEY -PLOTS\SP1-06.DWG , CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE, S. I PREPARED FOR Suite 205 DE WAY C PUS LLG 9 Federal Way, WA 98003 FEDERAL WAY. (425) 297-9900 EVEREIT (425) 297-9900 _ WWW.esmc1`,/Ii.COYYi DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1 "=100' OF 12 RECORDING NO. VOLPAGE CITY OF imedeawal Way SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 FOUND 2" IRON PIPE FILLED WITH SHORT PLAT CONCRETE WITH FINISH NAIL, PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1 /4, NW 1/4 SE 1/4, DOW(SEPTEMBER MBE0.7'IN CASE NE 1 4 SW 1/4 SE 1/4 AND SE 1/4 SE 1/4 OF SECTION 16, T. 21 N., ® 1 -1 ® - (SEPTEMBER 2015) / SE 1 /4, R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. CITY OF FEDERAL WAY KING CIVT 9'` I 9 1� — — — — — — — — N 89°44'36" W 2665.01' (ESM)- 1 0 � 16 15N 89°°44'49 W 845.9F — I i 7::77N 89°03'08" W 2665.35 (ESM) 15 S. 320TH STREET w p s (PUBLIC RIGHT OF WAY) I N CALCULATED POSITION FROM w I PREVIOUS SURVEY BY ESM A=2°28'07" o o FOUND 3" X 3" CONCRETE MONUMENT EAST CAMPUS CORPORATE PARK PARCEL l L=30.16' WITH 1 " BRASS DISC WITH PUNCH, 0 N 86°49'21" W (R) z DOWN 0.6' IN CASE LOTH ON BINDING SITE PLAN - - - - - -� d VOLUME 191, PAGES 39-45 FOUND 3.5" X 3.5" CONCRETE 8 ILDING / -� RECORDING NO. l99909 % 6OO 1 397 MONUMENT WITH 2" BRASS DISC 4P — I T ] WITH PUNCH, DOWN 0.65' IN CASE r (SEPTEttiBER 2015, / LOT K \ LOT L — — — — — — — —66- �__Zt — — — I TRUE POINT OF BEGINNING WAT / / % / / J / o,� ER EASEMENT �� ) OF EXISTING PARCEL G TRACT E moo ^� RECORDING / / WETLAND FA /�- ---- _ NO. 19990903000828�T 1 t WETLAND FB / p F�� �Oo --� — — — 40' BUFFER \ r N 88°22'2 Vd 491.10' ���� I I — 4WO i ��o cbp rt 1 N 8l/ / I/ / N 88°2�9" W/1491.17' ) / cD A=08'05'51"=08°05'53' / f ILN 89°05'S0" W 647.96 L ' o o l I r -f —, L=94.69' (L)/L=94.70' o r VACATED 32ND AVENUE S. SEE KING COUNTY f= JGAS EASEMENT —RECORDING j / R ORDINANCE NO. 6801 DATED MAY 29, 1984 AND �°— / N0. 19990817001304 RECORDED UNDER RECORDING NO. 8407180415 r� I I ` 60' BUFF R AND / / / / low I �bz //////L� /// / ��� � i PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE J rl PER RECORDING I . = NORTHERLY LINE OF LOT 7 0 lip �r4'J = n62 _!' NOTE: FORMER EASEMENT / tx� U w NO. 8010100959 WAS EXTINGUISHED BY RECORDING I CITY OF FEDERAL WAY BOUNDARY (�Ns �~ k�Q z NO. 1990817001304 / qxx LINE ADJUSTMENT N0. BLA 99-002 �- ,`Lh� / / / / / / / ( \ 1 I O ! .'` FOUND 3 x 3" CONCRETE Ir / / o ( I �O `a° 1 MONUMENT WITH 1" BRASS 460 DISC WITH PUNCH, ASPHALT RO\wO (PRIVATE) ��//� °_O DOWN 0.3' IN CAS E 09 (SEPTEMBER 20S, �(2.217,760 50.913 ACRES i I I `* �gyp- '\, `1 /� 0 S.F.) RFD r1 ��/ S I ` BUFF€R6 �0' FOUND 3' x 3" CONCRETE WETLAND FF /� l o"� MONUMENT WITH BRASS DISC WITH PUNCH, ° be,I' ( DOWN 0.3' IN CASE \ QS �� / �� (SEPTEMBER 2015) ! pNP� -4 ° `PARCEL G I% 40' BU FER h / LOT 7/ Q, h�o CITY OF FEDERAL WAY BOUNDARY LINE Rs� / ADJUSTMENT NO. BLA 99-002 ® ' RECORDING NO. 9905129004 ° v J / ASPHALT ROAD MATCH LIN FOUND 3' x 3' CONCRETE MONUMENT WITH 1" BRASS DISC WITH PUNCH, DOWN 0.5' IN CASE (SEPTEMBER 2015) i N MF 1886 001\016-0010\ URVEY PLOTS\S�i-07 D'NG 11 CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE. S. I I I PREPARED FOR Suite 205 FEDERAL WAY CAMPUS, Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886- 001-016 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1 "=100' 1 7 OF 1 2 g! N 88°20'53" W 2600.15' RECORDING NO. VOL /PAGE (ESM) ���� 16 1386.84' (ESM) % 1213.31' -1 __9 10 (ESM) 1213F.4' (R4) — 1 6 015 S. 32®l-H S� ederal Way FOUND 2" IRON PIPE ���,- WITH WITH , CONCRETE (PUBLIC RIGHT OF WAY WITH TACK, DOWN 1.0', ) IN CASE SCALE: 1 inch 100 ft. T--� (SEPTEMBER 2015) FOUND 2" IRON PIPE FILLED WITH 0 50 100 i50 200 250 SHORT �� �w / CONCRETE WITH FINISH NAIL, _ - ` DOWN 0.7', IN CASE ® ®� / (SEPTEMBER 2015) PORTION OF SIN 1 /4 NE 1 /411�' C.) /, SE 1 /4 NE 1 /4, N W 1 /4 SE 1 /4, o SEE SHEET RE 4 E., 1/4 W.M. /AND SSWI 1/4 SE 1/4 AND NW 1 /4 OF SECTION S15,1 T. 21� N L R ION � F W.M.2 i N. � m FEDERAL WAYN N_ KING COUNTY, WASHINGTON � � �� � ^� l j / ,' jam-- T ' H LINE � � � z ^o / WETLAND AV r—, 100, DEVELOPMENT SETBACK LINE (TYPICAL) 1I / ` l �� �o / PARCEL G 1 I N 88°22'20" W 2S, 1 �=6T25 26" / d// % R=80.00� 1035.14' 4- WETLAND GB L=94.14 _ \ / / 0l / F�' LOT 7 BCC /CITY OF FEDERAL WAY BOUNDARY LINE R o ADJUSTMENT NO. — rBLA 99 002 I EXISTING LOT LINE = SOUTH LINE OF RECORDING N0. 9905129004 �� i ® THE NORTHEAST 1/4 OF SECTION16 = WFEDLINE DF UTHERLY LINE Of- LOT 7 OF CITY OF WETLAN DERAL WAY BOUNDARY ' D r / ADJUSTMENT NO. BLA g L NE DE r 9 002 / 1 /—LINE TO BE EXTINGUISHED UPON I / ZZ o WETLAND DG / THE RECORDING OF THIS SHORT PLAT O - WETLAND DI c \WETLAND DH 0 Q�P� J lA �/WETLAND DK 50.913 ACRES T\ FA F�UJ I., I (2,217,i60 S.F.) CONTOUR INTERVAL 2° w / ® / __1/ 60 `�/ WETLAND DO P� I BUFFER . \ SEEo WETLAND DM i 1IV LEGEND ON SHEET 5 OF 1 / �Q2P� ,% --- �--� BUILDINGS t P �v� \ WETLAND DJ WETLAND DL / \\LIJ WETLAND DN ,,/ �ry LF—GA NORTH ` 22.330 ACRE TA / / \ o (972,674 S. .) lgs \ 9 '3 /2 4 8 ` \ / APPRQ IMATE LOCH` 0 1 OF OLYMPI� WETLAND A �/ 4) / PI LINE EASEN B ' I �j 13 / WETLAND AY \� X AS HALT ROAD / / (PRIVATE) �. W ETLAND AX ) i \ EBUILDING PARCEL H WETLAN DB A=90'00'00" \ ;UAkA TTED CCP R=80.00' NW WETLAND AV L-125.66 \ Z / 116 1/4 SE 1/4 AND o I/ GOV. LOT 1 OF L ( / SECTION 16 40 60' PRIVATE INGRESS, EGRESS IV � "� AND UTILITIES EASEMENT LIJ 2 5 M ` / / WETLAND AW 6 60, ' '��.:✓ \ 107 • — RECORD!HG NO. Q o / ,% N 2'20' W 441.26' UFFFR 6 ), I i 246;46' 1914.80' �� \® O' io LOT LINE ESTABLISHED UPON co / 3 P� ��\� THE RECORDING OF THIS \ N or37' E 88°22 20 W \ SHORT PLAT TYPICAL CVv � l _ l" n N 88°22'20" W \ 76.68'� 143.59 \ 43u %� LF—BOB / N 01 °37'40 E \ J \ \ \ o 19.00' / o /VT 1K q3 4 8 ct S E NOTE 2 ON SHEET 3 2j6.196 ACRES N / 19.513 ACRES - ,(•1,141,108 S.F:) \� 426 �(849,995 S.F.) LOT LINE ESTAB ISHED UPON) THE RECORDING OF THIS ) SHORT PLAT (TYPICAL) 30'42'35" W / / 125' 7— .60' — 42? MATCH. .LINE_ N 01'28'27" W 365.66' SEE SHEET 10 S,RE ESHEET 11 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-08.DWG CONSULTING ENGINEERS LLG SHORT PLAT 33400 8TH AVE. S. G Suite 205 ° PREPARED FOR Federal Way, WA 9800 3 FEDERAL NAY (253) 838-6113 FEDERAL WAY CAMPUS, C wvvw°esmcivil.com EVERETT (425) 297-9900 DWN. BY DATE JOB NO. Civil Engineering Land 9 Surveying in Land Planning C.A.F./R.F.G. 2016-10-10 1886-001-016 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1 "=100' 8 OF 12 RECORDING NO. 1VOL/PAGE CITY OF ------- SCALE: 1 inch 100 ft. SHORT 0 50 100 150 200 250 PLAT PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4, NO. ®1SEE SHEET 6 SEE SHEET % RE 4 E., W.M. 1/4 SE /ANDSSWI1/4SNW 1/4 OF SECTION SE 1T. OFSECTION .4E 6 W.M. 21 N., FEDERALCITY OF A=40°35'55" ( - I COUNTY, SH I N GTO o \ �.� � � � R=, Q3Q.QQ' � ®. '40 0 , IS CO ® VACATED 32ND AVENUES. - SEE KING COUNTY - I o Q� � o00 \ )IJ O ORDINANCE NO. 6801 DATED MAY 29, 1984 AND I z z BATCH LINE RECORDED UNDER RECORDING NO. 8407180415 I o I o Q� J �Q L� AND/ / / / / / w w� FOND 3" x 3" CONCRETE 60' PRIVATE INGRESS, EGRESS PSPN NG 50.913 ACRES PRESCRIPTIVE RIGHTS FOR AN EXISTING GAS LINE I I M NUMENT WITH 1" BRASS AND UTILITIES EASEMENT st-I �\ ✓ PPR� (2,217,760 S.F.) NOTE: FORMER EASEMENT PER RECORDING / / ' D SC WITH PUNCH, - RECORDING NO. *s i NO. 8010100959 WAS EXTINGUISHED BY RECORDING I � / OWN 0.5' IN CASE NO. 1990817001304 r ,/� � ' , (SEPTEMBER 2015) — N 88°22'20" W 1035.14' / �" / / N°CIO ' z '� -LOT LINE E5TAt3LISHED UPON — SPHALT ROAD PA CEL °` `� N THE RECORDING OE THIS " �Rl �l. o = I ® SHORT PLAT TYPICAL / W ( r L 0T 7 / / 1 Q I CITY OF FEDERAL PAY BOUNDARY LINE �' x 1 , ` o / \ ADJUSTMENT IV0. SLA 99-002 ' "' C6 �M f 4ECOR0!NG N0. 9905129004 CD`) I o �, o 440 / 2 o LL1 N (° O p / 1 - 6 15 Q / i EXISTING LOT LINE =SOUTH LINE OF z LJJ / THE NORTHEAST 1/4 OF SECTION 16 = FOUND 4 X 4 CONCRETE MONUMENT SOUTHERLY LINE OF LOT 7 OF CITY OF WITH 2" BRASS DISC WITH PUNCH, FEDERAL WAY BOUNDARY LINE DOWN 0>/ CONTOUR INTERVAL = 2 ADJUSTMENT NO. BLA 99-002 � \ .7', IN CASE (SEPTEMBER 2015) / -LINE TO BE EXTINGUISHED UPON THE /01 �� LEGEND ° I RECORDING OF THIS SHORT PLAT ,; o 370.33' / /4- °a / N FOUND 3" x 3" CONCRETE SHEET 5 OF 1 I / ' P �G, / MONUMENT WITH 1" BRASS LU _ DISC WITH PUNCH, /� DOWN 0.6' IN CASE / (SEPTEMBER 2015) CJ / DING �. ° /`_ oo 22.330 ACRES 1 /— — — �� ILO � I / o (972,674 S.F.) o _ /- T � / I w wco 0 0 r o 16 SEWER EASEMENT ' ' �b oZ oo / I zz E SANITARY SEWER EASEMENT 20 10' GAS I EXISTING LOT LINE O EASEMENT LINE EXTINGUISHED BUILDING /�IPON THE RECORDING OF THIS SHORT PLAT LOT LINE ESTAEL.ISHED UPON / / / / r I / N//78.23'54" E (R) THE RECORDING OF THIS I SETBACK N SHORT PLAT (TYPICAL) ° LIE r VACATED 32ND AVENUES. SEE KING COUNTY _ o / 12 / / M / 1 ORDINANCE NO. 6801 DATED MAY 29, 1984 AND RECORDED UNDER RECORDING NO. 8407180415 / z7/ PAf�CEfL 60' PRIVATE INGRESS, EGRESS ) ^ ' AND UTILITIES EASEMENT �CO A0 V41 o I E - E A �q� �� � � �� / APPROXIMATELY 6 ACRES RECORDING N0. / NW 1/4 SE 1/4 AND GOV.q-/ / Q� LOT 1 OF SECTION 16 % A/q. �o QD N 89`05'29" W 45.00' (L) \ W �26 Dt / / ti:" iP,�% z z N 00°54'31" E 97.00' (L) 3 Toys / �`� ru I a �^D RCEL O o �o N �4• / / J% c o y w w cn o cn \ MATCH LINE N 89*05'29 W 75.00' (L) SEE SHEET 11 �0, 301 DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-09.DWG CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE. S. I PREPARED FOR Suite 205 Federal Way, WA 08003 FEDERAL WAY (253) 838-6113 g E AY CAMPUS, C WWW.�SiI'1CIVII.001Y1 EVERETf (425) 297-9900 DWN, BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C. A. F. /R. F. G. 2016-10-10 1886-001-016 Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1"=100' 9 OF i a9 CONTOUR INTERVAL = 2' SEE LEGEND O SHEET 5 OF 12 P�QP�I � rn 14fM Z / 13 ` - �3 APPROXIMATE LOCATION OF s LF-BQA \ y \ --420 /® �a /ETLAIN D Al I / OLYMPIC PIPE LINE EASEMENT co y \ ASPHALT ROAD 60\ \®' I W 09 Qc) 403 _--_��� Q WETLAND KH ��\ (PRIVATE) ®®FER y y \ \ r 11 II \ \ 1f 4'�L 6 WETLAND KM �� PA EL H' =. = 4f 6'- m _ y c� ° U �LATTED' WE KL NW 1 /4 SE 1 /4 AND GOV.� 2PO ✓' y\ I 6 ��0' A LOT 1 OF SECTION 16 r / �' \ S \PeP \ f �Q �P FWETLAND KI �, � / K $ _ l I P � WETLAND J � I / a WETLAND KK y / I \ I WETLAND STORMWATER \ u. 11 v ��� A gQy\ POND M WETLAND WETLAND ,19.513 ACRES !� y E 1 5 \ 416 of ql I AJ 849,990 S.F. , ( ) OF T � S dL-WETLAND KG �� \\ I ACRES "4 �,; (1,141,108 S.F.) w • \ WETLAND �I S _ °� WETLAND/26*116 �76 o� co 1 „ KF 40' I c0 a? WETLAND WETLAND UFFE y N11, iN o BR AH N p 0 KD 1 /� WETLAND / �- � I /� WETLAND AO141; AG WETLAND \ BS SOUTH WETLAND ELy AF WETLAND � !`\F-AD \� KE WETLAND KO \ P / LF B �60 `WETLAND 412. '^ ^ rN. WETLA WETLAND K(N(''�Q` WETLAND \KP z �; wFF� AE y �UJ - ^`°i KC o ' WETLAND KQ- 410 w, 70'�--- cu W&LAND KR cfl N \UJ I � WETLAND _ \ \ \ v WETLAND KS NOD N KB � - C° y EXISTING LINE = SOUTH LINE OF \ � ") �u � /� I � �40� � � � THE NW 1 /4 OF THE LOT 11 OF AND 4 N 08. ,SOUTH LINE OF GO ' yI� BUFFER g SECTION 16 = NORTH LINE OF LOT 33 'Q 0 STATE PLAT Li WETLAND KA \LOT LIN ESTABLISHED UPON r D o —� - THE RECORDING OF THIS ,z,c- 406 -11 LOT 39 / i SHORT PLAT TYPICAL ' PIC PIPE > - y OLYM 40 41 Q yI LINE EASEMENT O ` 110 a / ii 44 J � LOTS 2-5 PARCEL Q °N° Q �� PLAT OF EICHHOL T j ADDITIONI h% I/OL UIVE 68, PALGE 7 i W402 ETLAND KT STATE PLAT OF LOT 32" i y y SECTION 15, T, 21 N., R. 4 E., W. M. , ,� � \ y 40' BUFF � - . 20 _EWER EASEMENT i l VOLUME 41, PAGES 30 32 48 EXCESS RIGHT OF WAY n ® / �> \� 2 0�Iroo �0©p'� CONVEYED BY STATE WHICH pQ' \ ( 100' DEVELOPMENT y ATTACHES TO PARCEL Q - / I' SETBACK LINE (TYPICAL) 18 \ \ \ �_ ( j �� =08°48 5 �� �� Q N; �L` �� ,� ` - I WETLAND v 40' I _R=626.24' Z'y ^� `o p �� AM O WETLAND KU B FFER st00� SEWER EASEMENT 51 I ,y . L=96.34 0 i ��`o �` i ( ` Cam' s � / � � Q � / WETLAND KX , O , yJ _ cJ! w _ " `yam ' / /IN O ua o :91 WETLAND Kv -y S. 333RD STREET s�'`Q' �� '7 o s y T 9� -(VACATED RICHi` OF WAS) d� �N L=142.06 �� R ,q5� O� �' o��Ao 1�r — WETLAND 1. - `t- '' _ I� —� - - T" ;, - _ _ �r o R 394.00 -N 7°38 21 W -� 4=2019'28 o LF-AT litG�o S �LOTJ4 �--�� S OF �P�9� aye - y _ I / ° ��G 925 SEE SHEET 5 FOR MATCH LINE <QVB�\ �626'LA SEE SHEET 1 ADDITIONAL INFORMATION k� 5 \ N 0055'32" E R=596.24' p�1 L=596.2 ' DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-10.DWG CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE. S. G 10 I Qf I PREPARED FOR Suite 205 DEWAY CAMPUS,, LLC S Federal Way, WA 98003 FEDERAL WAY (253) — www.esmcivii.com 297 EVEREIT (425) 297-99009900 DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1 "=100' 10 OF 12 CORDING NO. VOL/PAGE CITE! OF F %ral Way SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 SHORT PLAT LOT LINE ESTABLISHED UPON POR11ON OF S , i /4 i�1E 1 4, SE 1 j4 NE 1 /4, N vV 1 /4 SE 1 j4, THE RECORDING OF THIS W SIC. �1 SHORT PLAT (TYPICAL) NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1 /4 OF SECTION 16, L. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., W.M. CITY OF FEDERAL WAYE F-� ET 0;�37.43'27" �m R=1200.00' -1N 89'05'29" W 75.00' KINGCOUNTY, p a T , I T® L=790.09''I ° N 89°06'01" W 75.00 (L) WETLAND C-H A BL 136 O° ^ w w = F 0 P PRY"� \ ��� "° 4g°ps • 7 �� / rip 'y° s o� " w w 076\ ,` ^� ^cV pry• rib n o v1 cn U ► \60 PRIVATE INGRESS, EGRESS AND / A, ,ri'� Z z —420'� 26.196 ACRES UTILITIES EASEMENT - RECORDING /�00� •p'y c� (1,141,108 S ) \N0. 430/ / ,ti0 O,\ r^,� �� ASPHALT ROAD \ / / / O '\ r " (PRIVATE) _-^, 4 �l/��\ \ \ �u° / . ® / / N S4'38 184 W 120.36' N 00'54'31 " E 46.76' I �`L° PARCEL �/ `\ `�<6 / / / �, G� 20'12" W THIS DISTANCE IS APPROXIMATE L ��, \ - -fJ/ j s'� / 120.42' (L) AND IS SHOWN FOR THE z oUNPLArrEo \ \ ��� _ �� / , �_ 0�0 / SEW PURPOSE OF CREATING A CLOSED ? NW1) 4 SE \ 1 / 4\' \ \u j �� / 2 '�`�' �� � EAS MENT 20 FIGURE. / /4 U �I ® �'° GOV. LOT 1 OF `�° // "'`9' �` Q , SECTION 16 \ �- / �5r � `�O i ��� - 7_ G�p0\�� ° N� �P �G APPROXIMATE_ EDGE OF NORTH / •�� / f �Ci� �QJQ�<� Q� APPRO v1ATELY 6 ACRES LAKE PER AERIAL MAPPING - / NOTE THAT VEGETATION / AAiL � � `s9• L� C,O�cc OBSCURES THE EDGE OF WATER ,� 416 �- �p K -�416 9F u'�7,07 �/�� �1,�'� A, �y�Otia �_1�°G ! p•. CONTOUR INTERVAL. = 2 N 15'15' .8" E 438.51' THE 1'' � s D� � / FARCE` H �� , / THIS LINE IS SHOWN FOR iH_ SEE LEGEND ® / ,Qlv7° „� ,�0„�"� / / ' / U' PLATTEr l PURPOSE OF CREATING A CLOSED �172SS, �'�`L^� �' �°� FOUND 3" x 3" CONCRETE FIGURE AND DOES NOT SHEET 5 OF 12 —1416 / �t�S)oDe��rr� LF-BO ONUMENT WITH 1" BRASS DISC REPRESENT A PROPER' LINE. o,' / _4 / �r 23,0- ,y WITH PUNCH, DOWN 0.6' IN CASE UJ ���3• `�2• «� 7 �/ (SEPTEMBER 2015) / v� <�`�8,�74 SS�S1 ,O ��• DO --/LF-BM l rF ss�955°, . �, S), °' ,may / EXISTING LINE = SOUTH LINE OF \((r _THE NW 1/4 OF THE SE 1/4 AND SOUTH LINE OF GO`•/. LOT 1 OF v °0-7•' �'pJ SECTION 16 = NORTH LINE OF (` / o< <;r' -�7S S0. P. / STATE PLAT 9 11 " W /°°' 39SU" N 88.1 ' " / \ \ O � ® � �' / 9 11 W 603.51 ' 116 44' n1 �77 wp- LOT LOT 4o ti°j o �'o °' a r /iA °' �`' �° moo\ 6. °� D 402 - rr r� ��. l o EXISTING LINE SOUTH LINE OF � - �q r rr LOT 53I 4 OF THE SE 1 4 AND `r' �� WETLAND BJ THE NW 1 / /O o F I 1 SEWER EASEMENT 20 0 _ SOUTH LINE OF GOV. LOT 1 OF THIS DISTANCE IS APPROXIMATE SECTION 16 NORTH LINE OF PARCEL Q / L� N 53'50'34" W (R) _ 70. D-J AND IS SHOWN FOR THE STATE PLAT —� `_ S 38 PURPOSE OF CREATING A CLOSED STATE PLAT OF z o �- 165' I C� m, FIGURE. o \SLI-CTION 16, T, 21 N., R. 4 E., W.M. / BUFFER 5r -�' �> OT 5�" VOLUME 41, PAGES 30-3�� xQ DCCEPT7 °� I �z IR I LOT �0 `�'I °°' ° 0 A=01'25'5\ TATE PLAT OF R=1250.00' A SEC lON T 21 N. R. 4 E. W. M. \ s i _ 02 , OT 51 SEWER EASEMENT / / L-31\26 VOL UM 41, PAGES 30-326. \ '1100 �r pc0•cy30 rr p� WETLAND I I �/ BN L T 50 /moo s \ 1 0 S. 333RD STREET s �'� 00 �'0 � °� R �a o. S S. 333RD STREET / 0 (VACATED RIGHT OF WAY) �� 13 �5� (VACATED RIGHT OF WAY) / ° 165' PARK BUFFER. U LOT 41 / rkA WETLAND DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-11.DWG CONSULTING ENGINEERS L L C;HORT PLAT 33400 8Ti-i AVE. S. ! ! g I I PREPARED FOR Suite 205 FEDERAL WAY CAMPUS!� Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 � www.esmcivii.com EVERE(T (425) 297-9900 DWN. BY DATE JOB NO. C.A.F./R.F.G. 2016-10-10 1886-001-016 Civil Engineering Land Surveying Land Planning Public Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1"=100' 1 1 0F 12 RECORDING Na VOL/PAGE SCALE: 1 inch = 100 ft. 0 50 100 150 200 250 SEE LEGEND ON SHEET 5 OF 12 PORTION OF SW 1/4 NE 1/4, SE 1/4 NE 1/4, NW 1/4 SE 1/4 NE 1/4 SE 1/4, SW 1/4 SE 1/4 AND SE 1/4 SE 1 /4 OF SECTION 16, T. 21 N., R. 4 E., W.M. AND SW 1/4 NW 1/4 OF SECTION 15, T. 21 N., R. 4 E., V.M. LOT LINE ESTABLISHED UPON THE RECORDING OF THIS SHORT PLAT (TYPICAL) 0=5'00' 13" R=596.24' SEWER EASEMENT 51 3 L=52.07' LOTS 2-5 PLAT OF EICHHOLTZ ADDITION _ VOLUME 68, PAGE 71 MATCH LINE SEE SHEET 11 rn � / A _ 3�6' "ate ®209a.00'» \ / -rn o 39 28 — — • -6 � �i r / l l; PEEL Q �39 c> ��_ — — — — �, ��� 01� 6 0 ' 4=27°06'21 " A�C o� �� 4 ���� aL�759 6__--2— — ! o f�•� i , j R=1200.00' LOT 34 G —3 -- — �_ J� / 1 11 L=567.70' G OLYMPIC PIP STATE PLOT OF �� LINE EASE N 396 Q\ l SECTION 16, T, 21 N., R. 4 E-, W. M `=•�' (� : i -� g5 „ 6 5 WET FS VOLUME 41, PAGES 30-32 �4 ��� �� ,I PLAT CI HHJLIZ ADDITION V 394 / /, / �6 R SEWER dam, \ ( i- EI D%50 / c,D� 49 EASEMENT �c �p2jS`2� ' I/OLU%u1E 6ti, P,9(E 7i i / _ SURFACE WATER 39 OLYMPIC PIPE / / ./ EASEMMENT �, ��) 2 / / LINE EASEME �36 / /';'--�TRACT 19.513 ACRES/ 9p l 38$ ' l;r_ OT 3— (849,995 S.F-) / WETLAND \ (5 ate_\�'0 0 j '---'100' DEVELOPMENT / i� o' BUFFER 53 SEWER GA-1 cp. 1 CD U l �2 / / ; \ SETBACK LINE (TYPICAL)- ® LOT 34 o EASEMENT SOUTH GA ND Q ti S /� 1\ �J I c o ~� FOUND 4" x 4" CONCRETE ((/ 2 o v� 1 �� �/ WETLAND FO 40' cca, SOUTH \ U QL cs l` j �' / / ; _� c / I BUFFER l % �� ` MONUMENT WITH 2" BRASS o . w `y , ^ \ DISC WITH H X, DOWN 0.4% `� a �� �,,a �\ �' �.----- � ,M , FOUND 1 3/4 BRASS DISC WITH X, lOy^- \ Lr� 38 \ rw z o o _ v �/ I / ' �` Nj� SET IN CONCRETE DOWN 0.9' \ , liv CASE (SEPTEMBER 2015) � Q o 4 o / �'— c� ^�' IN CASE SEPTEMBER 2015 vi RIGHT OF WAY CONVEYED BY of O1 o �6, N h / ( ) - L- RECORDING NOS. 6475093, �� � \ LIJ u� N / 7`523.. \ w o I 7809150862, 8406060941 J ^ v /^ \ �_ w _ ' Q WETLAND GO I z \ AND 20030917000738 — - o \ _ \ z -D Off^ QN S _j�� - I ���r'.— WETfiAND FZ I-- ;�-- \ z I o z d `' OLYV I �z p r7 . I // 2 w 0 a� \LI /�3 l ¢ HA DRAINAGE N 88'15 31 W-/ `n - ``' �u "� �o o �/-� \ I I - Q / 129.02' ` � w FOUND 4" X 4" CONCRETE _� h °' I 1 \ 1 .691 ACRES o / MONUMENT WITH 2" BRASS o J c) / / f ` /``� �`b WETLAND (596,367 S.F. / DISC WITH X DOWN 0.3' w _ Z /Lu d- r �b \ ( ) co I I `d �o �' GD SOUTH -�� i Iz s r7 � 4. Nr7 � � T 3 N° �Q 4 o IN CASE "SEPTEMBER 2015) � /I �. � � � � � 42 wv o �lI ►� �_� ° I `. o / /I �t O t WETLAND GE tJ , /n _ WETLAND 60- , > i I `¢ z- - ND CA Ik /IvI/// EA ,^� ,'� - WETLAND HB 0 o co j'" SHOWN N I w WETLAND d^ ®` �S STATE PLAT OF �WETLAN FY �, 1 x I IA / SECTION 16, T, 21 N., R. 4 E., W M I s \O U o �� 2 (COUNTY ASSESSOR I �` 6/ I `T' z - M P - a r VOLUME 41, PAGES 30-32 j� � � �` Q U) A NO 9 ( 40 I I i o' d o ' EASEMENT 28 O S Z 2 \ \ / _BUFFER I LOT 37 "� �� , ` Q- ^� ' ROVIDED p \/2 / WETLAND GP / ! I\ ' � .� oN_ Z 1// / 10 I� L T 3 I LOT 36 1 40' o / 1 ft�/ I \ I z (R 40' - I BUFFER z co 00 % I �o I� ,�� N 6 . BUFFER uj WETLAND / 40 WETLAND ' LOT 42 r D n / G GM BUFFER I /// w I ✓ rn_ I36 $`�L / n9WETLAND wz In:2 ( HK 0h corn HI ETLAND cs WE7AND HJ 4p ,o j _ _ WETLAND c7 U) �� I rUN FOUND 1 /4" BRAS DISC WITH X,,—GG \ I ' pIII / y 1 „�� l �' SET IN CONCRETE DOWN 1-0' I , n a �0 `� m �j 4- / FOUND 2" BRASS DISC WITH X11 J / I N / / j� I I 30 �i�p�ry�o JN CASE (SEPTEMBER 2015) I \ t m / 1 / o D SET 1N CONCRETE, DOWN 0.6 � N CASE 1 �ORTION OF VACATED 7 WETLAND �\ 3 I w l � / / i ��' , (SEPTEMBER EMBER 20 i 5' uWE�TL�A�ND� FM- �- RIGHT OF WAY WHICH GI �_ �� o �, ( J 1 07 W - t�l ,50 - - A S ' SEWER c, / ip -< } 16 _ „ TTACHE� TO PARCEL O \ WET ND-�SEMENT /� I t� 7 / r�� /I 202.05 % j 21 ® — — — — --- H -t �� m / N 01'4438 E M — r- — 88' 15' 2" W ] 065.62' — _ ?— / / SECTION 16 — 30.1 r ALONG SECTION LINE ' — — — — — — —__ — / = 379.06' \ WETLAND — — — — — — _ (� CENTERLINE: GK I \ ,\ S. 336TH ST -�. 33 --� ��1 0=65°03'36"\�-_ �--�_ `�—�� ECG ION 21 / RE 6T 1-I STIR -- — // / / (VACATED RIGHT OF WAY) / 296.12' \ \ N R=350.00' - = N 88' 15'22" W 1740.80 ESM) � / / � L - / / , /^ (PUBLIC RIGHT OF WAY) 1 /N 88'15'52" W 1740.93' (R1 /_7 / / V WATER IFOUND EASEMENT F to FOUND 1 3 4" BRASS \ t MO 15'22" ED SECTION LINE: 47 OU�.� 2" BRASS DISC WITH "X" / z O L SET IN CONCRETE, DOWN 1.1 % DISC WITH X, SET IN PORTION OF EXCESS N 88'15'22" W 1994.94' (ESM) - IN CASE D CONCRETE DOWN 0 3' RIGHT OF WAY CONVEYED N 88'15'52" W 1994 95' (R1)(R3 (SEPTEMBER 2015) IN CASE BY THE STATE WHICH ) ATTACHES TO PARCEL 0 G DRAWING NAME:\1886\001\016-0010\SURVEY PLOTS\SP1-12.DWG CONSULTING ENGINEERS L L C SHORT PLAT 33400 8TH AVE. S. I � � � Suite 205 PREPARED FOR Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 FEDER& WAY CAMPUS, LLC WWW.t'.SI'YICIVII.001'71 EVERETT (425) 297-9900 DWN. BY DATE JOB NO. Civil Engineering Land Surveying Land Planning C.A.F./R.F.G. 2016-10-10 1886-001-016 Pubic Works Project Management Landscape Architecture CHKD. BY SCALE SHEET C.A.F. 1"-100' N 12 0F 12