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06-102661 (2)
CITY OF CITY HALL _41k, FederaFWay 33325 8th Avenue South MailingAddress: POBox 9718 Federal Way,WA 98063-9718 (253)835-7000 www.cityoffederalway.com July 21, 2006 John Weed, P.E. Higa Burkholder Associates, LLC 1721 Hewitt Ave, Suite 401 Everett, WA 98201 Re: Authorization to Proceed; Clearing, Grading, Erosion Control, Parking Lot, Driveway, and Landscape Improvements File#06-102661-000-00-EN, 9`h Avenue Pavilion;33434 8th Ave S Dear Mr. Weed, The project referenced above has been reviewed for consistency with Chapter 20 of the Federal Way City Code and other standards, policies and regulations of the Department of Public Works. All applicable fees must be paid and a performance bond submitted to guarantee the performance of required civil-related work. A Certificate of Insurance from the contractor, naming the City of Federal Way as an additional insured must be submitted as well. The plans for the improvements referenced above are hereby conditionally approved. Construction of the improvements may commence when the conditions of this letter have been fulfilled. Prior to starting work, a pre-construction conference with Public Works must be held. To schedule a pre-construction conference call Kevin Peterson at (253) 835-2734. A minimum of three working days advance notice is required to schedule the pre-construction meeting. The developer's on-site construction superintendent must attend this meeting in order to receive the approved plans. Additional items that may be required prior to starting construction or final project approval are as follows: 1. All utility agencies have been notified at least two working days prior to any excavation (Call Before You Dig: 1-800-424-5555). 2. All detours or traffic diversions shall be signed in compliance with the current edition of the Manual on Uniform Traffic Control Devices. A detour plan shall be submitted, when necessary, to the Public Works Department. The plan shall be delivered at least seven days prior to the actual detour or diversion. Recommended methods for routing traffic 1:\csdc\docs\save\19983905062.doc through or around a construction project are available at the Public Works Department. 3. All materials and construction shall conform to the current edition of the King County Road Standards, King County Surface Water Design Manual, Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, and the City of Federal Way Public Works Development Standards. 4. The applicant must contact Lakehaven Utility District for water and sewer requirements and or permits. 5. Installation of improvements shall not interfere with any work being performed under a City of Federal Way contract. Rather, it shall be scheduled to prevent any delay or extra cost to a City project. 6. A Landscape inspection is required for final approval. Contact Deb Barker at 253-835-2642 to schedule this inspection. 7. Final Review: Following construction approval of the storm water facility and frontage improvements and prior to receiving final approval, an "as-built" mylar original (free of stick-on notes and shading) and two sets of blueprint copies shall be submitted by the applicant's engineer along with any necessary easement or other legal documents. These documents shall be submitted to the Public Works Department and reviewed by the Law Department prior to final approval. 8. No final inspection will be scheduled and no Certificate of Occupancy issued prior to the completion of the engineering improvements authorized for this project and the acceptance of the asbuilt submittal by the Public Works Department. If you have any questions or concerns regarding this letter, please call Kevin Peterson, Engineering Plans Reviewer at(253) 835-2734. Sincerely, jo\of Ken Miller, PE Deputy Director Public Works KM/KP:su cc: William Appleton,P.E.,Development Services Manager Deb Barker,Senior Planner Project File Day File I:\csdc\docs\save\19983905062.doc CITY OF CITY HALL _ 32325 8th Avenue federatWay Mailing Address: PO Box 9718 Federal Way,WA 98063-9718 (253)835-7000 www.cit yoffederalway.corn July 5, 2006 John Weed, P.E. Higa Burkholder Associates, LLC 1721 Hewitt Ave, Suite 401 Everett, WA 98201 RE; Permit#06-102661-00-EN;9t Avenue Pavilion Parking Lot Improvements 33434 8m Avenue S Dear Mr. Weed, The Public Works Department has reviewed the May 30th submittal of plans for the above- referenced project. Prior to issuance of approval, the following items must be addressed: All Sheets— 1) Add the City Permit Number (noted in the subject line above), to the signature approval block. (All applicable sheets—not necessary to add approval block to the survey sheets.) Sheet 1 — 1) Revise General Note #6, to reflect the City's current allowed construction days/times: 7 AM to 8 PM Monday through Friday, and 9 AM to 8 PM Saturdays. 2) Revise the telephone number in Construction Sequence Note 1 to (253) 835-2700 Sheet 2 — 1) Add a note that the wattles placed along 8th and 9`h Avenue S are to be located behind sidewalk. Sheet 4 — 1) Revise the notation that the new driveway onto 9th Avenue S is to be per of City Standard Plan Drawing 3-6A. Detail 3-7 is for a reverse-slope driveway, detail 3-6A is for a commercial driveway approach. 2) Show the approximate limits of AC pavement sawcut on 9th Avenue S, at the new driveway approach. 3) Add City detail 3-4 to the plan set. Specifically, that part of the detail showing curb and gutter replacement. 4) Add a detail for the proposed c-curb to the plan set. 5) Add a sign symbol at the new driveway location on 9th Avenue S, and indicate it to be a Right-Turn Only sign. I:\csdc\docs\save\18518394038.doc 6) Note that sidewalk removal (in the City Right-of-Way) is to be to nearesT-expansion joint. 7) The Note under the sawcut detail indicates jackhammering, which is not allowed for that area within 9`h Avenue S. Please revise the note, or add another note, to indicate such. General Comments - 1) Please provide copies of the recorded sight distance and grading/slope maintenance easements. 2) As you are aware, bonding is required for the parking lot and driveway improvements. The Bond must be in place, prior to commencement of construction. 3) Please see the Planning Department Review memo from Andrew Bauer, dated June 28, 2006, for Planning Department comments. Please revise the plans as necessary, and submit the bond and easement documentation at your earliest convenience. As mylars of the engineering plans are required for signature approval, and as the requested revisions to the plans are fairly minor, if you wish, you may submit mylars of the plans as your next submittal. Please use the enclosed Resubmittal Form with your next submittal. Please contact me at (253) 835-2734, or at kevin.peterson@cityoffederalway.com, if you have any questions. Sincerely, V-12-0:,"- Fes_ Kevin Peterson Engineering Plans Reviewer. KP:su Enclosure Cc: Deb Barker,Senior Planner Project File✓ Day File 1.\csdc\doc s\save\18518394038.doc 1 HIGA• BURKHOLDER - ��V �i ASSOCIATES, LLC — ��'•'�' LAND USE PLANNING t CIVIL ENGINEERING July 6, 2006 Mr. Kevin Peterson Engineering Plans Reviewer City of Federal Way Dept of Community Dev. Services 33325 8th Ave South Federal Way, WA 98063 Permit Number: 06-102661-00-EN Project Name: 9th Ave Pavillion Parking lot expansion Review: EN and Landscape Dear Deb Barker: This letter serves as our formal response to your comment letters dated June 28, 2006 along with the Andrew Bauer, Community Development Services Dept., Comment Memorandum. Engineering Review Letter Comments: 1. All Sheets: Add the City Approval Number (noted in the subject line above), to the signature approval block (All applicable sheets — not necessary to add approval block to the survey sheets.) Response: The City Approval Number "06-102661-00-EN " has been added to the applicable sheets. Sheet 1 1. Revise General Note #6, to reflect the City's current allowed construction days/times: 7 AM to 8 PM Monday through Friday, and 9 AM to 8 PM Saturdays. 2. Revise the telephone number tin Construction Sequence Note 1 to (253) 835-2700. Response: General Note #6 has been updated to reflect the current construction hours mentioned and the telephone number in the Construction Sequence has been changed. RESUBMITTED JUL 0 6 2006 CITY OF FEDERAL WAY BUILDING DEPT. EVERETT • 1721 Hewitt Avenue •Suite 401 ■ Everett,Washington 98201 •(425)252.2828 ■fax:(425)252-9551 SPRINGFIELD ■ 150 N.7th Street ■Springfield,Oregon 97477 ■(541)988.1862 ■fax:(541)988-1863 City of Federal Way Dept of Community Dev. Services Mr.. Kevin Peterson July 6,2006 - Page 2 of 4 — — Sheet 2 1. Add a note that the wattles be placed along 86 and 96 Ave S. are to be located behind sidewalk Response: Notes have been added to indicate that the wattles shall be placed behind the sidewalk along 8th and 9th Ave. S. Sheet 3, no comments Sheet 4 1. Revise the notation that the new driveway onto 9r" Av.e is to be per city Standard Plan Drawing 3-6A. Detail 3-7 is for a reverse - slope driveway, detail 3-6A is for a commercial driveway approach. Response: The driveway onto 9th Avenue South has been changed per Standard Plan Drawing 3-6A. 2. Show the approximate limits of AC pavement saw cut on 9`"Avenue South for the installing the new driveway. Response: The saw cut line has been indicated. 3. Add City detail 3-4 to the plan set. Specifically, that part of the detail showing curb and gutter replacement. Response: Detail 3-4 detail has been added. 4. Add a detail for the proposed c-curb to the plan set. Response: A c-curb detail has been added to sheet 3 of 4. 5. Add a sign symbol at the new driveway location on 9`" Ave, and indicate it to be a Right Turn Only sign. Response: A Right-Turn Only sign has been added at the proposed 9th Avenue South's driveway. 6. Note that sidewalk removal (in the City Right of Way) is to be to the nearest expansion joint. Response: A note has been added on sheet 4 of 4 indicating that the side walk shall be removed to the nearest expansion joint. RESUBMITTED JUL 0 6 2006 CITY OF FEDERAL WAY BUILDING DEPT. City of Federal Way Dept of Community Dev. Services Mr.. Kevin Peterson July 6, 2006 _-_ Page-3 of 4 7. The Note under the sawcut detail indicates jackhammering, which is not allowed for that area within 9`h Ave. Please revise the note, or add another note, to indicate such. Response: The note has been revised removing the jackhammering option. General Comments: 1. Please provide copies of the Recorded sight distance and grading/slope maintenance easements. Response: Attached in this submittal package are copies of the recorded sight distance and grading/slope maintenance easements. 2. As you are aware, bonding is required for the parking lot and driveway improvements. The Bond must be in place,prior to commencement of construction. Response: The owner will provide the required information for the city to draw-up the bonding paper work. Once the paper work has been completed by the city the city will contact the owner to obtain the bond. HBA has notified both the owner of this process and we are aware that the owner is working with the city on this issue. 3. The Planning Department will be providing comments on the landscape plans, (Public Works does not have any comments on the landscape plans submitted). Please contact Deb Barker, Senior Planner at (253) 835-2642, if you wish to inquire as to the status of her review. Response: Since this comment was issued we received Planning Departments comments from Andrew Bauer. Please note the following comments were provided to Kevin Peterson on June 28th in a memorandum from Andrew Bauer, Community Development Services Department. Landscaping plan needs to reflect the following changes: 1. Pursuant to Federal Way City Code (FWCC) Section 22-1565©(2), Type III landscaping shall be a mixture of evergreen and deciduous trees interspersed with large shrubs and groundcover. In accordance wit FWCC22-1564(i)(3), large shrubs shall be a minimum of 24 inches in height. The shrubs shown on the current landscape plan reflectl8 inches and are therefore too short to meet Type III landscaping requirements. Response: Akemi Sakaida with TerraForma has revised the landscape plans based on her discussions with Deb Barker, Senior Planner. The sizes of"large shrubs"have been increased from 18-inches to 24-iinches in height as indicated between the parking and tftlEiSIMM' ED way to meet the Type III planting requirement. JUL 0 6 2006 CITY WAY BUILDING DEPT. City of Federal Way Dept of Community Dev. Services Mr.. Kevin Peterson July 6,2006 - - Page 4 of 4 - — — 2. In accordance with FWCC Section 22-1567(e), parking areas adjacent to public right—of way shall incorporate berms at least three feet in height in perimeter landscape areas: or alternatively, add substantial shrub plantings to the required perimeter landscape type. The current landscape plan does not show any berms, and proposes shrubs 18 inches in height. This current proposal does not sufficiently create a visual buffer between the parking area on site and the public right-of-way. Please amend the plan to show either berms at least three feet in height, or a combination of trees, shrubs, and groundcover that meet city code and adequately creates the necessary visual buffer. Response: Akemi Sakaida with TerraForma has revised the landscape plans based on her discussions with Deb Barker, Senior Planner. The size of"large shrubs" has been increased from 18-inches to 24 — inches in height as indicated between the parking and the city's right- of-way to meet the Type III planting requirement. Please feel free to call me, if there are any questions related to the enclosed package. Thank you for your time. Sincerely, Higa Burkholder Associates, LLC John J. Weed, PE Principal Engineer JJW/rmw Enclosures: C: Mark Weed, 961 Avenue LLC Akemi Sakaida, TerraForma RESUBMITTED JUL 0 6 2006 CITY OF FEDERAL WAY BUILDING DEPT. INSERT DATE! John Weed, P.E. Higa Burkholder Associates, LLC 1721 Hewitt Ave, Suite 401 Everett,WA 98201 RE: Permit#06-102661-00-EN; 9TH AVE.Pavilion Parking Lot Improvements 33434 8th Ave S Dear Mr. Weed, The Public Works Department has reviewed the May 30 submittal of plans for the above-referenced project. Prior to issuance of approval,the following items must be addressed: All Sheets— 1) Add the City Approval Number(noted in the subject line above),to the signature approval block. (All applicable sheets—not necessary to add approval block to the survey sheets.) Sheet 1 — 1) Revise General Note#6,to reflect the City's current allowed construction days/times: 7 AM to 8 PM Monday through Friday, and 9 AM to 8 PM Saturdays. 2) Revise the telephone number in Construction Sequence Note 1 to(253) 835-2700 Sheet 2— 1) Add a not that the wattles placed along 8`h and 9th Ave S are to be located behind sidewalk. Sheet 4— 1) Revise the notation that the new driveway onto 9`h Ave is to be per of City Standard Plan Drawing 3-6A. Detail 3-7 is for a reverse-slope driveway,detail 3-6A is for a commercial driveway approach. 2) Show the approximate limits of AC pavement sawcut on 9`h Ave,at the new driveway approach. 3) Add City detail 3-4 to the plan set. Specifically,that part of the detail showing curb and gutter replacement. 4) Add a detail for the proposed c-curb to the plan set. 5) Add a sign symbol at the new driveway location on 9`h Ave, and indicate it to be a Right-Turn Only sign. 6) Note that sidewalk removal(in the City Right of Way) is to be to the nearest expansion joint. 7) The Note under the sawcut detail indicates jackhammering, which is not allowed for that area within 9th Ave. Please revise the note, or add another note,to indicate such. General Comments— 1) Please provide copies of the recorded sight distance and grading/slope maintena'RE5 I fl ED Doc.I.D. J U L 0 6 2006 CITY OF FEDERAL WAY BUILDING DEPT. ---2JAs you are aware,bonding is required for the parking lot and driveway improvements.The Bond must be in place, prior to commencement of construction. 3) The Planning Department will be providing comments on the landscape plans,(Public Works does not have any comments on the landscape plans submitted). Please contact Deb Barker, Senior Planner at(253) 835-2642, if you wish to inquire as to the status of her review. Please revise the plans as necessary,and submit the bond and easement documentation at your earliest convenience. As mylars of the engineering plans are required for signature approval,and as the requested revisions to the plans are fairly minor, if you wish,you may submit mylars of the plans as your next submittal. Please use the enclosed Resubmittal Form with your next submittal. Please contact me at(253) 835-2734,or at kevin.peterson@cityoffederalway.com, if you have any questions. Sincerely, Kevin Peterson Engineering Plans Reviewer. enclosure cc: Deb Barker,Senior Planner RESUBMITTED JUL 0 6 2006 Doc.I.D. CITY OF FEDERAL WAY BUILDING DEPT. CITY OF MEMORANDUM _A Fe Community Development Services Department DATE: June 28, 2006 TO: Kevin Peterson FROM: Andrew Bauer SUBJECT: 9TH AVENUE PAVILLION -(06-102661-00-EN) 33434 8TH AVE S Landscaping plan needs to reflect the following changes: 1) Pursuant to Federal Way City Code(FWCC)Section 22-1565(c)(2),Type III landscaping shall be a mixture of evergreen and deciduous trees interspersed with large shrubs and groundcover. In accordance with FWCC22-1564(i)(3), large shrubs shall be a minimum of 24 inches in height.The shrubs shown on the current landscape plan reflect 18 inches and are therefore too short to meet Type III landscaping requirements. 2) In accordance with FWCC Section 22-1567(e), parking areas adjacent to public right-of-way shall incorporate berms at least three feet in height in perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscape type.The current landscape plan does not show any berms,and proposes shrubs 18 inches in height.This current proposal does not sufficiently create a visual buffer between the parking area on site and the public right-of-way.Please amend the plan to show either berms at least three feet in height,or a combination of trees,shrubs, and groundcover that meet city code and adequately creates the necessary visual buffer. RESUBMITTED JUL 0 6 2006 CITY OF BUILDING DEPT.WAY • ax a ,on ii.a 'ur.ho er Hssociate • 2 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 02 20060629002780.001 / t t When Recorded n To: 20060629002780 M.Geoffrey G.Jooneses Newton Kight L.L.P. cam Ttt% ices ae.N P.O.Box 141 NNG COUNTY. WA e Everett,WA 98206 era-14;Id 0410003.14. 3 TEMPORARY EASEMENT FOR GRADING AND SLOPE MAINTENANCE KNOW ALL MEN BY THESE PRESENTS, that the Grantor, SHELBY COMPANY, L.L.C., for and in consideration of Ten Dollars (S10.00) and other valuable consideration, the sufficiency of which is hereby acknowledged,does hereby grant, warrant and convey unto the Grantee,8TH&9TH,L.L.C.,and its agents and contractors,a temporary easement for the purpose of grading and maintaining a slope to develop a sight line area for traffic visibility over,under,upon or across the hereinafter described lands situated in the County of King,State of Washington: Lot 13 of the Plat of West Campus Office Park,Division 2,according to the plat recorded in Volume 103 of Plata at pages 14 and 15,as recorded under Recording No.7705310820,records of King County,Washington. Except as may be otherwise set forth herein.Grantee's rights shall be exercised upon that portion of the above-described property("The Easement Area"herein)described as follows: Attached as Exhibit "A" is the legal description for the sight distance easement. Attached as Exhibit"B"is a diagram of the easement area. This temporary easement shall expire and be of no further force and effect upon the • completion of the grading and slope maintenance by the Grantee and the acceptance of the work done to the easement area by the City of Federal Way. , DATED this /1- day°Muni.2006. GRANTOR: CHICAGO TITLE INSURANCE COMPANY his placed the Ammo*d SHELBY COMPANY,L.L.C. Rota It a MOW courtesy and accepts so taailty%I the anawacy or validity al Me omen. BY i2-1,..-2.7 ' 4-q v.! 4 *4f AAA.ii.•ii a I.- -1- RESUBMITTED JUL 0 6 2006 CITY OF FEDERAL WAY BUILDING DEPT. � - �:� • ax J.a ion •i a tarp o .er A.`.Socla e 3 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 03 20060629002780.002 __ i ACCEPTED AND APPROVED this day of April,2006. GRANTEE: 8TH&9TH,L.L.C. By hs Duly Authorized Representative STATE OF WASHINGTON) )ss. COUNTY OF ) I certify that I know or have satisfactory evidence that c1�u itt/Ago t'af s s'is the person who appeared before me,and said person acknowledged that he sigifed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument end that he was authorized to execute such instrument on behalf of the limited liability company. DATED: I /2 .2006. • to"t4i. ne N "' OTARY PUBLIC in sod far the State of Washington. %0, My Appointment Expires: ' io-e 2 #9.„ • -2- rax a ion Hi.a Burkholder Associate 4 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 04 20060629002780.003 STATE OF WASHINGTON) )ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that Mark A. Weed is the person who appeared before me,and said person acknowledge that he signed this instrument and that he was authorized to execute such instrument on behalf of the grantee,8t&9'h LLC. / DATED: -ttvtQ � , 0044 `(.�0AI:i/Aii Q 1��ptARYtee Print Name• i �` avu�nrsC� _• NOTARY PUBLIC in and for the State of I G ;,�o= Washington. '�► , b. My appointment expires 7-/-OPIP /, OF wlkS1.`���� -3- . ••o :_••, ax a on : '!.a •ur%no rer Hssociate s . 5 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 05 20060629002780.004 GSM cnrsnir ► ►► e f4 LIIE � c 1 . 1041 HIGH BURKHOLDER A SOC IATt$ tIC Job No.1230-001-005 Math 23,2008 EXHIBIT"A" LEGAL DESCRIPTION FOR GRADING EASEMENT That Kelton of Lot 13 of the Plat of West Campus Office Park,DMslon Z according to the plat recorded In Volume 103 of Plats, at Pages 14 and 15, as tecaded under Recording No. 7705310820; BEGINNING at the most southerly comer of said Lot 13 THENCE along the mate*line of said Lot 13,said line being colncidsM with the westerly or 9"Avenue South,northeasterly 11011 feet along the arc of non tngen1 curve to the left, g a radius of 670.00 feet the radius point of which beans N 45'61'31'W.through a cenbst angle of 11'40.1 T; THENCE N 6815s6'W,18A8 feet to the southerly line of said Lot 13; • THENCE S 40'5052*W.11 G76 feet to the southerly In of said lot 13; THENCE along said southerly the 8 44'3245'E;23.82 feet to the POINT Of=ZS. Containing 2595 Sq.N,more Of tees. Ant, ztQ t • See attached Exhibit Wrlman FU Wj 311t4Ob Checked by:MRB. ` NAL Log 7.111 I•I War law TA IffI•••011 MM.N I•!•►aH NM CIIK IM O'Ws. ass•n•SMM !•N•fff fa WW1•d 1I14 www•sweM1 a•w •r•1•••N•M••a0t Nell*W,•qa 14060111 way W Nell tell few olio 1141 014 LM•$Wvy►ay n .3 d 09 'I Qd Mr, o Er N,-,or l a 2 O 6 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 06 20060629002780.005 EXHIBIT "B" TO ACCOMPANY LEGAL DESCRIPTION FOR GRADING EASEMENT A PORTION OF THE SE 1/4 OF SECTION 17 TWP. 21 N., RCE. 4 E., W.M., CITY OF FEDERAL WAY. KING COUNTY, WASHINGTON SCALE 1"•50' Jo• LOT 13 • W EST CAMPUS UFFICE PARK DIV ISOUN 2 MALMO EASEAIEPIT / . WEST,CAMPUS / / OFFICE PARK £JWiSIUN 2 POwT OF 9ECINNMC /6;4" COlLALULTLNII /N_61Ni6116 LLo 33616 1N Wily 001A11 ROO 1 • l d 1 or I Joe No. 1050 Ps s.Lww,WAH000 CM =," M ANC NAME ; 01 •w ww.ssmciw'I.com ea ars No.4-41 DATE ;ORAwt 03-22-06 eM 1Mr:1 I wr srw1M 1w/M+"r SHEET I Of $ RJ.w. I�Ms w.lwt Ar�.n.w I uval�rWMv� 3 a ion . 'Ica late.; oioer assoc ate , . 7 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 07 20060629002781.001 When Recorded Return To: M.Geoffrey G.]ones Newton Kight L.L.P. P.O.Box le) CH: III T� ace$1111111111 N Everett,WA 98206illecianv!gar SIGHT LINE EASEMENT CTr'La 1J. 04—0002t,�. KNOW ALL MEN BY THESE PRESENTS, that the Grantor. SHELBY COMPANY, L.L.C., for and in consideration of Ten Dollars($10.00) and other valuable consideration, the sufficiency of which is hereby acknowledged,does hereby grant. war ant and convey unto the Grantee,8TH&9TH. L.L.C.,a sight line easement for the purpose of constructing,maintaining and landscaping the slope and sight line area for traffic visibility over, under, upon or across the hereinafter described lands situated in the County of King,State of Washington: Lot 13 of the Plat of West Campus Office Park.Division 2, according to the plat recorded in Volume 103 of Plata at pages 14 and 15,as recorded under Recording No.7705310820,records of King County,Washington. Except as may be otherwise set forth herein,Grantee's rights shall be exercised upon that portion of the above-described property('The Easement Area"herein)described as follows: Attached as Exhibit"A" is the legal description for the sight distance easement. Attached as Exhibit"B"is a diagram of the easement area. The covenants herein shall run with the land and shall be binding upon the Grantor,its heirs, successors and assigns. Responsibility for maintaining the easement area described herein shall remain with Grantor as to all ordinary and necessary maintenance.repair and improvement of the easement area to ensure that such area remains clear of all growth and obstructions which may impede or limit sight line distance from the Grantee's property to the common right-of-way. Grantee shall only bear a proportionate share of responsibility for any repairs or improvements to the easement area outside the normal course of maintenance by the Grantor for obstructions or impediments to the sight line in the easement area. To the extent necessary for Grantee to carry out its responsibilities to remove obstructions or impediments outside the ordinary course of maintenance to the easement area, Grantor does farther grant and warrant to the Grantee the right to enter onto the easement area for the purpose of repairing and removing any and all such obstructions which interfere with the use of • said easement for sight line purposes to the Grantee's premises. CHICAGO TITLE INSURANCE COMPANY S s plated the document of retold as o WNW canny PO accepts ao wiry y far -I- se aunty ar vasty of the document. a.ion : •i.a •ure o per Associate ) . 8 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 08 20060629002781.002 DATED this I t day of?rpm 2006. • GRANTOR: SHELBY COMPANY,L.L.C. By Ir/ v A Na .N .c,ax. STATE OF WASHINGTON ) • )ss. COUNTY OF nn I certify that I know or have satisfactory evidence that 5 HMII P J is the person who appeared before me,and said person acknowledged that he sidned this instrument and • acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument and that he was authorized to execute such instrument on behalf of the limited liability • company. DATED: _._,/ i2 ,2006. • TMa , . .s-to • thane' .,i't�iw�. ��.�. • fj $s, NOTARY P LIC in and for the State of Washington. t�1 ••• •• My Appointment Expires: /!a—/O--O7 �IttlitllWAsH``�� .i -2- . ,o r as a ion Nara Borrhoider Associate ) . 9 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 09 20060629002781.003 • GRANTEE: 811'&9TH,L.L.C. By Its #4 ‘ 4—' STATE OF WASHIJNGTON) )ss• COUNTY OF KING ) • • I certify that I know or have satisfactory evidence that Mark A. Weed is the person who appeared before me,and said person acknowledge that he signed this instrument and that he was authorized to execute such instrument on behalf of the limited liability company. DATED: Jf ML aNOtAgy Print Nameu T.~^ • NOTARY PUBLIC in and for the State of Airgt�G o Washington. %3'1, sue.,, d�a My appointment expires 7�--/—�4, ,op -3- l•- ax a ion •ice ur. o er ssociate 10 07/05/2086 14:34 2064046746 RUTH BARNHART FAX PAGE 10 20060829002781.004 • • tiga Burkholder Associates LLC Job No.1236-001-006 March 23,2006 EXHIBIT"A" LEGAI.DESCRIMION FOR • SITE DISTANCE EASEMENT That portion of Lot 13 of the Plat of Weet Campus OAIce Park()Melon 2,according to the plat recorded In Volume 103 of Plats,at Pages 14 and 15,as recorded under Recording No.7706310620; BEGINNING at the most aoutiheny corner of said Lot 13 THENCE along the easter/One of said Lot 13,said line being oolnddent with the westerly margin of 9e Avenue South,noMeesterly 191.78 feet along the are of a non4anpent curve to the let having a radius d 570.00 feet the redid.point of which bears N 45'51 31'W, through a central angle of 19"1639r; THENCE S 381'31'4T W,180.70 feet to the aoulheedy Me of said Lott THENCE along bald southerly line S 44'3X45'E,8.83 feet to the POINT OF BEGINNING. Containing 1866 eq.R,mom or less. >'' ow, •" See attedled Exhibit"B': b Muy • Wrlten by: R.I.W. c Chedasd by MAH r te31.14011StiO6DWitoteCocurninsiapamot Doe Attyitis orgsei 1..II MVO/I.wh t.1 aim 1I1 MS t.11NN 1.i11Ail AIM Nvll t.1lsaarlw1 l.M Plowsl.1 all.>10 En Intl as 1111 we ssinchlt AO* Pr r.d IUetweem •I Lout W.rl1. F.U1ut W. WA 11N3 1►II MA 11111 UI 14p load Iwvyl.1 07/05/2006 14:34 2064046746 RUTH BARNHART FAX PAGE 11 20060629002781.00E • EXHIBIT "B" TO ACCOMPANY LEGAL DESCRIPTION FOR s SITE DISTANCE EASEMENT A PORTION OF THE SE 1/4 OF SECTION 17 TWP. 21 N.. RCE. 4 E.. W.M., CITY OF FEDERAL WAY. KING COUNTY. WASHINGTON SCALE: 1"RS0. /70. LOT IS WEST CAMPUS OFFICE PARK DIVISION 2 SITE 06TANCE / EASEMENT LOT 12 WEQ CAMPUS PARK (DIVISION 2 PANT OF 9&GINNUdG F M CONSULTING SNOINEERS LEO smsi.Iwa Raub NCO I • I • I I Joe No. loco-ool-oo3 Awiwal Woo.WA WOOS " �..iu ORAWINO NAVE SR-02 wwlw.osnleivil.00m E :R^iw OATS : 03-22-05 DRAWN . RJ.W Pwmr" I :razz— WET I OF I - VA Kidder Mathews Worldwide Real Estate Solutions RECEIVED Property Management Services 1201 Pacific Avenue, Suite 1400 Tacoma, Washington 98402 MAY 3 0 2006 Tel: 253.722.1450 May 12,2006 Fax: 253.722.1427 CITY OF FEDERAL WAY www.gvakm.com BUILDING DEPT. Mr. Mark A. Weed President&Managing Member Egis Real Estate Services, LLC RE: 9tl'Avenue South Site Line Easement Dear Mark: This letter is to confirm our verbal agreement with regards to the work that 8th & 9th, LLC shall perform in exchange for the above mentioned Site Line Easement. 8th & 9th, LLC shall, at its sole cost and expense, regrade the line of site area, replant with turf, extend irrigation as necessary for the on-going maintenance of the new turf, and install a landscape timber boarder to delineate the new turf from the existing ivy that shall remain. Please note that the area to be graded needs to be at a slight enough slope that mowing of the turf will not be an issue. On the understanding that the above is the work to be performed, we are enclosing an executed Temporary Easement for Grading and Slope Maintenance and an executed Sight Line Easement. It has been a pleasure working with you on this Easement project, and we look forward to continuing to work with you as a neighbor of the ABAM Building. Sincerely, GVA Kidder Mathews Erin Frenc , Vice President & Senior Property Manager • MY-12-2006(FRI) 1 0: 1 3 JERRY P CHES (FAX)206 903 6030 P, -0r When Recorded Return To: M.Geoffrey G.Jones Newton Kight P.O. Box Everett, WA 98206 SIGHT LINE EASEMENT KNOW ALL MEN BY THESE PRESENTS, that the Grantor, SHELBY COMPANY, L.L.C., for and in consideration of Ten Dollars ($10.00) and other valuable consideration, the sufficiency of which is hereby acknowledged, does hereby grant, warrant and convey unto the Grantee,8TH&9TH, L.L.C.,a sight line easement for the purpose of constructing,maintaining and landscaping the slope and sight line area for traffic visibility over, under, upon or across the hereinafter described lands situated in the County of King, State of Washington: Lot 13 of the Plat of West Campus Office Park, Division 2,according to the plat recorded in Volume 103 of Plats at pages 14 and 15, as recorded under Recording No. 7705310820,records of King County, Washington. Except as may be otherwise set forth herein,Grantee's rights shall be exercised upon that portion of the above-described property("The Easement Area"herein)described as follows: Attached as Exhibit "A" is the legal description for the sight distance easement. Attached as Exhibit"B" is a diagram of the easement area. The covenants herein shall run with the land and shall be binding upon the Grantor,its heirs, successors and assigns. Responsibility for maintaining the easement area described herein shall remain with Granror as to all ordinary and necessary maintenance,repair and improvement of the easement area to ensure that such area remains clear of all growth and obstructions which may impede or limit sight line distance from the Grantee's property to the common right-of-way. Grantee shall only bear a proportionate share of responsibility for any repairs or improvements to the easement area outside the normal course of maintenance by the Grantor for obstructions or impediments to the sight line in the easement area. To the extent necessary for Grantee to carry out its responsibilities to remove obstructions or impediments outside the ordinary course of maintenance to the easement area, Grantor does further grant and warrant to the Grantee the right to enter onto the easement area for the purpose of repairing and removing any and all such obstructions which interfere with the use of said easement for sight line purposes to the Grantee's premises. -1- MAY-12-2006(FRI) 10: 13 JERRY ANCHES (FAX)206 903 6030 " . 'Mill DATED this t 2. day of April,2006. GRANTOR: SHELBY COMPANY,L.L.C. By 52.—,.....-2It" 4-41 /i a. 14 I- Au a . ryr. ►.. STATE OF WASHINGTON ) )ss. COUNTY OF e I certify that I know or have satisfactory evidence that i e.S is the person who appeared before me,and said person acknowledged that he si ed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument and that he was authorized to execute such instrument on behalf of the limited liability company. DATED: ,a..r ./02.. ,2006. NNWUhiti �,` cNIVIERi4, 'ttll 4 ' �aKµ1t 0. tacz.,, ! Lea-U oN�'i '� t/j,, t am , c, �� 7 's %f C?TA1tY i.IC in and for the State of Washington. s ffo •• - s r My Appointment Expires:.l4--/a �i7 °Al g01004' _ ..z., G,,....�a� d ..... ► I/��JrpF�wA►s�l *���,. -2. MAY-12-2006(FRI) 10: 14 JERRY ANCHES (FAX)206 903 6030 . SSITING FNG_1HFEi<< Higa Burkholder Associates,LLC Job No.1236-001-005 March 23,2006 EXHIBIT "A" LEGAL DESCRIPTION FOR SITE DISTANCE EASEMENT That portion of Lot 13 of the Plat of West Campus Office Parr Division 2,according to the plat recorded In Volume 103 of Plats,at Pages 14 and 15,as recorded under Recording No.7705310820; BEGINNING at the most southerly comer of said Lot 13 THENCE along the easterly line of said Lot 13,said line being coincident with the westerly margin of 911'Avenue South,northeasterly 191.78 feet along the arc of a non tangent curve to the left,having a radius of 570.00 feet the radius point of which bears N 45°51'31*W, through a central angle of 19°16'39'; THENCE S 36'31'47"W,189.70 feet to the southerly line of said Lot 13; THENCE along said southerly line S 44°32'45'E.6.83 feet to the POINT OF BEGINNING. Containing 1666 Sq.Ft,more or less. 11101ra"''' `g^ "°"" `See attached Exhibit"B" C, FrWritten by: R.J.W. ..' �°' J Checked by:M.RB. �'► /Is` .'%' 1 ' , `° •'- ,� I a ♦ l L1ESAbJOBS11050101% 3tOocum11rlt1LepaI'001Doc 0 .QCC2 29 • f,�rAL LAW >' 1. wawa: he' 1.% a��..."%werr�lrrrrnll 37411 1st Wt►:outh U112531 Oait t] 111113411 16211 610 6144 Civil [ntlteeeNnt Land Mannino 1 S"Ila 20O Fit MN ON 7104 WMw almclvll coat Prolacl Meet4ananl Puollc Wark" F I Way WA 30003 Tell Flaa 10001 363 O64" Land S Ina J M Y-12-2006(FRI) 10: 14 JERRY A,NCHES (FaX)206 903 6030 L'. 11)1.. '• EXHIBIT "B" TO ACCOMPANY LEGAL DESCRIPTION FOR a SITE DISTANCE EASEMENT A PORTION OF THE SE 1/4 OF SECTION 17 TWP. 21 N.. ROE. 4 E., W.M., -ib- CITY OF FEDERAL WAY. KING COUNTY, WASHINGTON SCALE: 1"=S0' Jo. LOT 13 WEST CAMPUS OFFICE PARK DIV ISO N 2 SITE DISTANCE EASEMENT f I LOT 12 WEST CAMPUS 0r FILE PAFK DIV1S10N 2 POINT of BEGINNING �C- 4. aw itb _ ,sm_ CONSULT_IN_Q ENGtN LR L�F 33015 1s1 Way South d200 ® I :� I I JOB NO. 1050-001-003 Federal Way.WA 00003 MOM« part *..,,a DRAWING NAME : SR-02 ..,.„.. www..eemcivil.Com �,,.,,n DATE 03»22-06 DRAWN : R.J.W ChA, E.gMtir,nq I tsM s,.n.F„4 IaM PW r.c SHEET t OF 1 PUNIC_wo.W _PAli!c1, O Se MIM (. c.w.e�P�beblL t21 S MAY-12-2006(FRI) 1 0: 14 JERRY ANCHES (FAX)206 903 6030 P. . When Recorded Return To: M.Geoffrey G. Jones Newton Kight L.L.P. P.O.Box Everett,WA 98206 TEMPORARY EASEMENT FOR GRADING AND SLOPE MAINTENANCE KNOW ALL MEN BY THESE PRESENTS, that the Grantor, SHELBY COMPANY, L.L.C., for and in consideration of Ten Dollars ($10.00) and other valuable consideration, the sufficiency of which is hereby acknowledged, does hereby grant, warrant and convey unto the Grantee,8TH&9TH,L.L,C,,and its agents and contractors,a temporary easement for the purpose of grading and maintaining a slope to develop a sight line area for traffic visibility over,under,upon or across the hereinafter described lands situated in the County of King, State of Washington: Lot 13 of the Plat of West Campus Office Park, Division 2, according to the plat recorded in Volume 103 of Plats at pages 14 and 15,as recorded under Recording No. 7705310820,records of King County, Washington. Except as may be otherwise set forth herein,Grantee's rights shall be exercised upon that portion of the above-described property("The Easement Area"herein)described as follows: Attached as Exhibit "A" is the legal description for the sight distance easement. Attached as Exhibit"B" is a diagram of the easement area. This temporary easement shall expire and be of no further force and effect upon the completion of the grading and slope maintenance by the Grantee and the acceptance of the work done to the easement area by the City of Federal Way. DATED this /1- day of ATM-,2006. GRANTOR: SHELBY COMPANY, L.L.C. 22) By 22—,,-).7 vr.4-c,4,9, 142_ rise-,,.,,r6i.- _ -1- M A,Y-12-2006(FR I) 10: 14 JERKY ANCHES (FAX)206 903 6030 P. C 1 3 / ACCEPTED AND APPROVED this day of April,2006. GRANTEE: 8TH&9TH,L.L.C. By .— Its Duly Authorized Representative STATE OF WASHINGTON ) y )ss. � COUNTY OF l A.' ) I certify that I know or have satisfactory evidence that c_re." ere, 44 ty4 S is the person who appeared before me,and said person acknowledged that he si ed this instrument and acknowledged it to be his free and voluntary act for the uses and purposes mentioned in the instrument and that he was authorized to execute such instrument on behalf of the limited liability company. DATED: /.2 ,2006. (its . t Name. r - - 5 oTARY PUBLIC in and for the State of Washington. i 41 Abet" ' r My Appointment Expires: Ziff) o-4,2 OF WAg\" /II, f -2- ' MAY-1 2-2008(FRI) 10: 14 JERRY ANCHES (FAX)206 903 6030 F. 00 r.. • HIGA BURKHOLDEA ASSOCIATES,LLC Job No.1236-001-005 March 23,2006 EXHIBIT"A" LEGAL DESCRIPTION FOR GRADING EASEMENT That portion of Lot 13 of the Plat of West Campus Office Park,Division 2, according to the plat recorded in Volume 103 of Plats, at Pages 14 and 15, as recorded under Recording No. 7705310820; BEGINNING at the most southerly corner of said Lot 13 THENCE along the easterly line of said Lot 13, said line being coincident with the westerly margin of 9" Avenue South,northeasterly 116.11 feet along the arc of non-tangent curve to the left, having a radius of 570.00 feet,the radius point of which bears N 45°51'31'W, through a central angle of 11'40'17'; THENCE N 58°56'56'W,18.48 feet to the southerly line of said Lot 13; THENCE S 40°56'52'W,11 0.76 feet to the southerly line of said Lot 13; ' THENCE along said southerly line S 44'32145'E,23,62 feet to the POINT OF BEGINNING. Containing 2595 Sq.Ft.,more or less. See attached Exhibit"B°. Written by:FLLW. .v t .14 30.4 (0 .11 � Checked by:M.RB. `\ll3x r htEsM.108.51105010110031AocumenllL.ePa1•00?Doc t4.2 -Ara�' f•.xrgtas 1 • 3741!l ol War 5e01h Tel 12331 Sat 4113 ealhe11 14251 414 L144 CIv11 En;lnaoring Land Planning guile 200 Faa 12071 020 7104 www esmelvll corn Peeleel Management Public Work. Fatl.ral Wa/ WA?e003 Toll Frog I°001 3A0 1444 Lena Survaylno - ' MAY-12-2006(FRI) 10: 15 JERRY ANCHES (FAX)206 903 2030 F. tu). ,: EXHIBIT "B" TO ACCOMPANY LEGAL DESCRIPTION FOR GRADING EASEMENT A PORTION OF THE SE 1/4 OF SECTION 17 TWP. 21 N., ROE. 4 E., w.M.. -et- CITY OF FEDERAL WAY, KING COUNTY. WASHINGTON I SCALE: 1"=150' J i LOT -IS WEST CAMPUS OFFICE PARK DIV iSIO N 2 GRADING EASEMENT / / / LOT -12 / / 'WEST G AI`i1PUS OFFICE PARK UN JSIO N 2 POINT OF BEGINNING C 42. E g gEMES CONftULT1NG aNGLNEIla LLO Mara i:t wily sauth ono 0 I I-'e I JOB N0. 1050 FodorAM way, A 95003 .raw 6" =Ili DRAWING NAME : SR-01 at�4 'U •SOM DATE : 03-22-06 www.e3mcMl.cOm ^+�il't" '0j I"""' DRAWN : R.J.w. cwu CAatAtulnp tauw fv�gt^t Niw Ptemtnp SHEET i OF 1 PVOIt W %' l Ps I"t MWs nwn( I IaWKAN MhilAehtA E �„� FIVE - 0 2 (� (o ( - —FederalWay REC - — - cosilluNnY DEVELOPMENT SERVICES - -- SF MF CO ME EL PL DE FP 33325 8mAIBNUE SOUTH•PO BOX 9718 MAY 3 tAPPLI CATI O N FEDERAL WAY,WA 98083.9718 ID 253-835.2607•FAX 253.835.2609 www.cayoffederalway.com The of is OF FEDERAL WAY iQi, lete tication will not be acc ted. Please t ink)or SITE ADDRESS 334-3 4- 8T14 L+aVEi.1UE SovtTI ► SUITE/uNrr# - ASSESSOR'S TAX/PARCEL• c1 Z 6 S 0 j_- 0 1 2 0 LOT SIZE(s,j) /0 z,S30 S i14 LEGAL DESCRIPTION(e.g.Acme Estates,Lot 1) S APTA-C-of (Attach separate page for lengthy legal description) • PROJECT INFORMATION TYPE OF PERMIT 0 BUILDING 0 PLUMBING 0 MECHANICAL 0 DEMOLITION ❑ ELECTRICAL XENGINEERING 0 FIRE PREVENTION SYSTEM PROJECT DESCRIPTION(Provide detailed description of work included on this permit only) A 00,twat-) O P /ct Pie(-v /')q2/GING 5rZcc,S Apo VOW/C14(.4412. 12164+'r/1J/I(66Mf-ot4r i4CaJSS 70 9r*.41/6A/11g 50NT14. GRAPM& Gv/Gc- 661. jZ /E Ac.o,.14, Nc/4// o,e1.vca pito/Lir/416.e To TIC No/ZTi ' #4C.ouv Sn`# 4Qe t (4TFi 70 /2ecivi0 2,e-,4802o R/A-Ter sires .a/ov/ oe fat 7 9 23'Aa iLg" 7fee AeoJ ems/ /oIcc. /lEe-I7/oioz Guess Div 5.000 SF OF NI et u tip4t rvieGtgg 5 u FtAe se A)-�lo Assn / d OCA4 itiOt PROJECT NAME(Name of Business or Owner Last Name) Ave—))Li f✓ t 4U l L.1014 PEOPLE INFORMATION PROPERTY NAME PRIMARY PHONE OWNER /?AQK we�(NIANAGING 12AIZTNE23 8TN4ciTN L LC (zo6) Q-09- -6700 MAILING ADDRESS CITY,STATE.ZIP goo u1.►1LhOt5IT? sr, sire 15is 5 -"rr•L_s= 404 58'of CONTRACTOR COMPANY NAME APPLICANT NAME OFFICE PHONE TAG6A4T CoasTKA.tc/rLo4,1KC• O(.lVes'12 ( AI ,-L (Z04) 604 -02$4 MAILING ADDRESS CITY.STATE.ZIP CELL PHONE 18433 13*" Da SE CoT14€L.L. , wA , 98012. ( ) CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE FAX NUMBER -s L / / (42S ) 140Z -84L2 CONTRACTOR'S REGISTRATION NUMBER(copy of card required with each application) EXPIRATION DATE 9 fa Sly B 3. Q ` 3 / Zo /Zoo$ APPLICANT COMPANY NAME APPLICANT NAME OFFICE PHONE HISA 6(4RM-tot-PEi2 Assoc s ATES LA L -3a1A N ,. LWEc 9 (44-$ ) ZSZ " Z8Lf, MAILING ADDRESS CITY,STATE.ZIP CELL,PHONE (?21 f ieu—I rrr"A elate 5(4 IT 4S I Euer2.E7r 104 PA Lo I ( ) - RELATIONSHIP TO PROJECT FAX NUMBER o Architect ❑Tenant ❑Agent fa Other(Describe)4(Ol(. EN(a/Ne&)2 (44s ) 2.52. - 15'5/ CONTACT NAME PRIMARY PHONE E-MAIL ADDRESS .yoNrt .1. weal) (4ZS ) ZS2 - 232.4 Jwi~EID PLIGtkae.Cert LENDER Per RCW 19.27.095: Lender infortPlr requinatf Ondeet value exceeds$5. MAILING ADDRESS TE.ZIP PHONE ( ) DETAILED BUILDING INFORMATION EXISTING USE ✓I4C•FTuT -OPPLE /Renal r.12. PROPOSED USE DFFfCLS/ivl d/7> 7f-t. EXISTING ASSESSED/APPRAISED VALUE $ /j/� VALUE OF PROPOSED WORK $ //A SPRINKLERED BUILDING? 0 YES NO FIRE SUPPRESSION SYSTEM PROPOSEUIRED? ❑ NO WATER SERVICE PROVIDER LAKEHAVEN ❑HIGHLINE 0 TACOMA ❑ PRIVATE(WELL) iscepoor49l010 SEWER SERVICE PROVIDER S LAKEHAVEN 0 HIGHLINE 0 PRIVATE(SEPTIC) lonr.(, sIO f&C?.fare,gwela 'x4t#re LEuAL DESCRIPTION LOT 12 OF WEST CAMPUS OFFICE PARK, DIVISION 2, ACCORDING TO PLAT RECORDED IN VOLUME 103 OF PLATS, AT PAGES 14 AND 15, IN KING COUNTY, WASHINGTON. '' - - PROJEL"I' FLOOR AREAS AREA DESCRIPTION EXISTING PROPOSED TOTAL SQ.PT. SQ.FT. SQ.FT. BASEMENT FIRST SECOND THIRD i I FOURTH ADDITIONAL FLOORS(DESCRIBE) DECK(COVERED?) GARAGE 0 CARPORT 0 NUMBER OF FLOORSTOLOTTOKI Paurwss � Tormausilim'� TOTAL s. TOTAL IN **NEW HOMES ONLY" NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $ FIXTURES Indirnto number of each type of fbcture to be installed or relocated as part of this project. Do not include existing fixtures to remain. MECHANICAL mitt Mechanical Work $ AIR HAND EVAPORATIVE COOLERS GAS LOGS REFRIG.SYSTEMS BBQS FANS HOODS(commerclah WOODSTOVES BOILERS FIREPLACE INSERTS �/ I RANGES MISC(Describe) COMPRESSORS FU Olt// GAS WATER HEATERS DUCTS GAS PIPE O PLUMBING BATHTUBS(or Tub/Showercomboi SHOWERS WA SETS(roue) MSC(Describe) DISHWASHERS SINKS DRINKING FO S GAS PIPE OUTLETS SUMPS RAINWATER SYST WASHING MACHINES URINALS HOSE BIBBS LAVS(Bathroom Sm os VACUUM BREAKERS ELECTRIC WATER HEATERS Ms('LAIMER/SIGNA"I"URI BLOCK I cert(fk under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge,and further.that I am authorised by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold harmless the City of Federal Way as to any claim(including costs,expenses,and attorneys'fees incurred in the investigation and defense of such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only where such claim arises out of the reliance of the city,including its officers and employees,upon the accuracy of the information supplied to the city as a part of this application. NAME/TITLE L `',li /' M/C/(li'Ft. e7C/6r6✓cr DATE 5/ 4/0 b (Signet ) (Title) RELATIONSMP PROJECT ❑ Owner 0 Agent ❑ Contractor 0 Architect a-Otherela/L o NEW n ADDITION o ALTERATION; a REPAIR cI TENANT IMPROVEMENT BUILDING S MA.ONLY? ❑YES o NO BASIC PLAN? o YES o NO ZONING DESIGNATION. «: ,fir a .„USE? o YES o NO NEW ADDRESS REQUIRED? o YES o NO UP/ SET? _ o YES o NO r. PLATTED LOT? o YES a NO DEMO PEMYIT REQUIRED? o YES ❑NO Bulletin#100—January 1,2006 Page 2 of 4 k\Handouts\Penult Application HIGA• BURKHOLDER RECEIVED vsg»�;_ A S Sr) C [ AT E S, L_ L C LAND USE PLANNING / CIVIL ENGINEERING MAY 3 0 2006 CITY OF FEDERAL WAY BUILDING DEPT. May 25,2006 Mr.Kevin Peterson City of Federal Way Engineering Plans Reviewer 33325 8th Avenue South Federal Way, WA 98063 RE: EN Permit Application for 9`h Avenue Pavilion, 3343 8th Avenue South Federal Way, WA City of Federal Way Project Reference File#05-106544-00 UP HBA Project#1882 EGWEA Dear Kevin: This letter accompanies the permit submittal documents for the EN review for the 9`h Avenue Pavilion project to confirm the scope of the required construction documents to be submitted for the proposed improvements to the property. Through the administrative review of the project, it was determined that no flow control or water quality improvements were required. This is based on the fact that the proposed new driveway,sidewalk and parking improvements would a net area of less than 5,000 square feet of new impervious surface. Approximately 4,254 square feet of new impervious surface will be constructed under the proposed improvements and therefore no flow control or water quality improvements are required. Based on our communications(see attached 3/27/06 email)through out the design development process the scope of the improvements proposed do not warrant a Technical Information Report or related documents that would be attached to the(TIR)and therefore are void of this submittal. Thank you for your assistance and guidance in helping us through the processing of the EN review. Please give me a call if you have any questions related to the submitted documents. Sincerely, John . eed Principal Director of Engineering Enclosure C: Mark Weed,Managing Partner 8th&9th LLC EVERETT • 1721 Hewitt Avenue •Suite 401 • Everett,Washington 98201 ■(425)252.2826 ■fax:(425)252-9551 SPRINGFIELD ■ 150 N.7th Street ■Springfield,Oregon 97477 ■(541)888-1882 ■fax:(541)988-1863 Message Page 1 of 1 Subject: FW: 2006-03-27 Kevin Peterson -JJW Re: 9th Ave Pavillion From: Kevin Peterson [mailto:Kevin.Peterson@cityoffederalway.com] Sent: Monday, March 27, 2006 10:23 AM To: John Weed Subject: 2006-03-27 Kevin Peterson - JJW Re: 9th Ave Pavillion John, In answer to Mark Davis' questions: 1. Are there fees required at submittal? Yes. An Engineering Approval (EN) is required for the parking lot and driveway revisions. The submittal fee for the EN is $730.00, which covers approx. 12 hours of PW review time. Additional review fees may be required, prior to approval, depending on time spent on review. We'll also require a bond or assignment of funds be posted for the civil-related items. The bond will be calculated at 120% of the cost of the improvements. I've attached the City Bond Quantities worksheet and price schedule, for your use in determining the bond amount. 2. Since the project is propossing less than 5,000 sq.ft of impervious, can requirements for the TIR and Engineering checklist be omitted? There is no need to provide a TIR for this project. That comment would have only applied, if we had determined that Water Quality upgrades for the site were necessary. As for the Engineering Checklist, I'm sure that about 99.5% of the checklits items do not apply to this site. Is it still necessary to have a geotechnical report for pavement thickness when we will use the City standard or match to the existing pavement on-site? No geo-tech required. The City does not have a 'typical' standard for on-site paving of parking lots. Let me know if you have any other questions. Kevin Peterson City of Federal Way Engineering Plans Reviewer 33325 8th Ave S P.O. Box 9718 Federal Way, WA 98063-9718 Ph. (253) 835-2734 Fax (253) 835-2709 kevin.peterson@cityoffederalway.com 5/18/2006 GENERAL NOTES LEGEND T& 1i 72Mk Iff k!MA R., RAW 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ENHANCED LANDSCAPING FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, PROPOSED AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. PAVEMENT & THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL GROUND OVERLAY 9TH IkVENUE P V1 L1. ON CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD 4 °' PROPOSED SIDEWALK STANDARDS (KCRS) AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL t EXISTING SIGNIFICANT ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION TREE TO BE REMOVED FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN EXISTING SIGNIFICANT REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING TREE TO REMAIN REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN Y REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRANINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION. (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.)'/ Q 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. / 5. A COPY OF THESE APPROVED PLANS MUST BE, ON THE JOB WHENEVER CONSTRUCTION IS IN PROGRESS. SITE HE 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC 1. ��; ,:14 (SECTION 22--1006); NORMALLY THIS IS 7 A.M. TO 8 P.M. ``13 MONDAY THROUGH 7. IT SHALL BE THE APPLICANT S/CONTRACTORS 10 PROP. CONCRE RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 9 PAVERS TO REPLA NECESSARY BEFORE INITIATING OFF --SITE WORK WITHIN THE., v Ex. PAVEME ROAD RIGHTS OF WAY.` 8 7 41 / 7r 6 PROP. LAN�SG 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE ;'` / m;F7� 50 NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE �' ,� '` 5 IStN 51 ONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT. 4 c / \ MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF `..- x;,k` sX`c� 3 OO 53 KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL 2 WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 1 54 �� 67 55 C 6 9. VERTICAL DATUM SHALL BE KCAS OR NGVD--29. } \ 57 \ 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A 58 RIGHT OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT 59 63 OP NEW- �, f NOT UNDERNEATH THE ROADWAY SECTION. ALL _ 62 61 P KING STALLS GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN �A, \ ! EX CB1 60 (TYP F THE WSDOT APWA STANDARD .. a ACCORDANCE WITH f SPECIFICATIONS.-- 10' EX. . �`� o ti. WATER ESMT X `_ 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE 5 ' �,EX. 1 C BACKFILLED WITH /� INCH CRUSHED ROCK.SIGN � 106 12. ALL UTILITY TRENCHES SHALL BE BE BACKFILLED AND COMPACTED TO 95% DENSITY.` E C I` 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. �9�<f 14.OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED N.414 UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS EX DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY .� A Q . LANDSCAPE OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS or)3�\ 'r#'� . " - 8.03(B)3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. �� S ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST Ex. SEWS Ss ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL MAIN (TYP) �- SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1--07.23-TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY o AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. 18. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. ROCKERIES SHALL NOT NEW DEVELOPED IMPERVI®USA AREA TABLE BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW PAVEMENT & SIDEWALK = 5,185 SF CFW DRAWING NUMBERS 3-22, 3--23. ROCKERIES MAY NOT REMOVED OR REPLACED PAVEMENT & SIDEWALK = 931 SF EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR *TOTAL = (5,185 SF-931 SF)=4,254 SF FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE ** GRIND AND OVERLAY AERA = 3,869 SF STATE OF WASHINGTON. AREA IS LESS THAN 5,000 SF &THEREFORE NO FLOW CONTROL OR WATER QUALITY REQUIRED UNDER THIS PERMIT. ** NOT CONSIDERED NEW DEVELOPED AREA. 3. HIGAM URKHOLDER flF 's 1ASSC3CIAYES, ILLC_ LAND USE PLANNING I CIVIL ENGINEERING a(0 154 North Seventh Street 1721 Hewitt Avenue ■ Suite 401 ��'� �. Everett, Washington 98201 Springfield, Oregon 97477 Oj�j „ (425) 252-2826 Telephone Telephone (541) 988-1862 (425) 252-9551 Fax Fax (541) 988-1863 SPIRES 03/06/2007 - - - - - - - - ... CALLS 48 HOURS BEFORE YOU DIG 1-800-424-5555 SW 320TH ST 348TH ST VICINITY MAP r� SCALE: 1 2000' PROJECT ENGINEER S 20TH ST SEA-TAC MALL Q S 344 WAY z N M z 3 34 Y W L -.� PROJECT SURVEYOR HIGA BURKHOLDER ASSOCIATES L.L.C. CONSULTING ENGINEERS, L.L.C. 1721 HEWITT AVE. SUITE 401 720 S. 348TH STREET EVERETT, WA 98201 FEDERAL WAY, WA 98003 ' (253) 838--6113 � (425) 252-2826 APPLICANT/ OWNER SITE ADDRESS / 8TH & 9TH AVENUE, L.L.C. 33434 8TH AVENUE S c/o MARK WEED (MANAGING PARTNER) FEDERAL WAY, WA 98003 600 UNIVERSITY ST. #1515 SEATTLE, WA 98101 TAX ACCOUNT NUMBER 9265010120 LEGAL DESCRIPTION LOT 12 OF WEST CAMPUS OFFICE PARK, DIVISION 2, ACCORDING TO PI -AT RECORDED IN VOLUME 103 OF PLATS, AT PAGES 14 AND 15, IN KING COUNTY, WASHINGTON. / CONSTRUCTION SEQUENCE. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A / PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION / REPRESENTATIVE. CITY'S PUBLIC WORK DEPARTMENT ROPOSED 30 NEW RIGHT � � �_. IN/ RIGHT OUT ONLY PRECONSTRUCVON / ,INSPECTION NOTIFICATION PHONE NUMBER IS DRIVEWAY=253- W EW "C" CURB 2. FLAG.,, CLEARING . LIMITS. 3; INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4, INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFF --SITE CATCH BASIN PROTECTION. 6. CONSTRUCT SEDIMENT TRAP/POND. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 'f- SHEET 2 GRADING & T.E.S.C. PLAN 8. INSTALL INTERCEPTOR SWALES/BERMS AND CHECK DAMS. SHEET 3 T.E.S.C. NOTES AND DETAILS 9. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND SHEET 4 PAVING & STRIPING PLAN RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION l / X. WA R ME R WHERE INDICATED. A D ALVES SHEET 1 /2 ALTA SURVEY SHEET 10. INSTALL REMAINING UTILITIES AND BUILDING. 3o ALTA SURVEY SHEET J/ .© SHEET 2 f 2 11. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, SHEET 1 /2 LANDSCAPE PLAN ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. o 12. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE SHEET 2/2 LANDSCAPE PLAN PLAN. A 13. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL So SEDIMENT AND DEBRIS. PERMIT NO. - 14. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. 3 DATUM: NGVD 29 m BENCHMARK: THE TOP OF MONUMENT IN CASE AT THE INTERSECTION OF 9th AVENUE SO. Q APPROVED AND 8th AVENUE SO., THE ELEVATION OF THE CONCRETE MONUMENT IS 348.78 AND IS ON NGVD 29, IT WAS ESTABISHED BY USING CITY OF FEDERAL WAY GPS CONTROL. DATE 06m 102661 DATE REVISIONS BY ISSUE DATE: OCT. 12, 2005 JOB NO. a CONSTRUCTION PARKIN` & ACCESS PLAN DESIGNED BY: JHL, MAD DRAWN BY: AJB ECEIVED 1882 W PLAN CHECK BY: JJW 9TH AV PAVILION o 2006a OffY 1 � F FE � w VER SHEET TE 4LL_ W X HAPROJECT FIl_E,13WCTIVREGWEMdwgiEGWEA-001.dwg, 5/231200610:53:23 AM, irobMson, Copyright 2006 Higa Burkholder Associates SHEET INDEX SECTION 17, TOW I NSHIP 2 1 1 .1 NORTH, RANGE 4 E . AST, W.L4 EN \,:,0 P v .0 \ '. R E— AW WA L (TYP) 'o "I -AREA OF NE 4A NE GRADING. SEE \ 4 ' — / i, y GRADING PLAN EXISTING 2 S. FOR ADJUSTED CONCRETE BU \ a :\ i GRADES. 34,725 S.F. TOTAL \EX. SIGN CONSTRUCTION LIMITS 32.7' HIGH X FENCE MIR) '52 V LEGEND --EX18� �-STOR`M\ EX. CATCH Sfit; n SIGN POST N CONTROL DRAIN EX. LANDS^C-APE m TELEPHONE VAULT PPOWER VAULT RICE —STRAW WATTEL (TYP) F—] LIGHT POLE EX C LANDSCAPE LIGHT EX. UNDERG D CATCH BASIN ROUND LID POWER (TYP) CATCH BASIN o k CLEAN OUT TELEPHONE VAULT \R A=8 FIRE HYDRANT Ekk_-SEIWtEk� a. --_-,'rMAIN (TY Da WATER VALVE '-_z7z M* IRRIGATION CONTROL VALVE Mo ER WATER METER SANITARY SEWER MANHOLE rtr STORM DRAINAGE MANHOLE OVERHANG HANDICAP PARKING STALL COMPACT PARKING STALL . . . . . . . + EXISTING TREE EXISTING TREE TO BE REMOVED NOTE: ALL CONSTRUCTION VEHICLES & EQUIPMENT SHALL HAVE WHEELS CLEANED OF ALL DIRT PRIOR TO LEAVING THE SITE. CONTRACTOR SHALL ENTER AND EXIT SITE OFF OF 8TH AVENUE SOUTH AND KEEP TRUCKING ACTIVITIES FROM DRIVING THROUGH AREAS THAT ARE SUBJECT TO EROSION. FOR ors E STRAW WATTEC:""NOMINAL DIAMETER PHOTO DEGRADEABLE PLASTIC NETTING OVER LAP ENDS BY 1 FOOT MINIMUM TING ' (COUPLED W/ HOG RING) WHEN STAR A NEW WATTEL RUN. (TYP) GRADING QUANTITIES TOTAL CUT: 579 CU.YDS TOTAL FILL: 134 CUNDS INCLUDES GRIND AND REPLACE AND MINOR WORK IN RIGHT—OF—WAY QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY. N pq SCALE: 1 11 = 301 0 30' 60' CONTOUR INTERVAL = 2 FEET ,,� DATUM: NGVD 29 BENCHMARK: THE TOP OF MONUMENT IN CASE AT THE INTERSECTION OF 9th AVENUE SO AND 8th AVENUE SO., THE ELEVATION OF THE CONCRETE MONUMENT IS 348.78 AND IS ON NGVD 29, IT WAS ESTABISHED BY USING CITY OF FEDERAL WAY GPS CONTROL. PERMIT NO. XX-XXXXXX-XX APPROVED DATE SECTION 17, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. FILTER FABRIC MATERIAL IN CONTINUOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. to WIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS. _ • _ • _ � r ■ r �Nt■#tilt##tt■il!lilil a a r r� r r a r a '' ': r a-`!i!#i!i##!■■!!!!!i!w# r � • r � ,� • � ■ r a'ltlit#tt!llttlliltilf � r a d° � ,� r■ r a s .■ r ,� ■ �` �tlitlil#!#ttlit#!#! . r � r P ',7tlltlitlili#!!i#!i a r° r a �■ r� �� r ,� • r �: ■ ltttlttlltlitti#ttl • • ■ �` ■ r ■ r 7iitlttttlliilitt# VU 1 WIRE MESH SUPPORT FENCE FOR SLIT FILM FABRICS FILTER FABRIC MATERIAL COMPACTED NATIVE SOIL BACKFILL BURY BOTTOM OF FILTER MATERIAL IN 8" BY 12" TRENCH 2" X 2" WOOD POSTS, STANDARD OR BETTER OR EQUIVALENT 0 N 0 � to 17 r-- 8" MIN. JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. SECTION TEMPORARY FILTER FABRIC FENCE PER D.4.3.1 SILT FENCE (KCSWDM - APPENDIX D) 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 30 INCHES (WHERE PHYSICALLY POSSIBLE). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. THE TRENCH SHALL BE CONSTRUCTED TO 'FOLLOW THE CONTOUR. 4. WHEN SLIT FILM FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY --DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. SLIT FILM FILTER FABRIC SHALL BE WIRED TO TIDE FENCE, AND 20 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. OTHER TYPES OF FABRIC MAY BE STAPLED TO THE FENCE.. 6. WHEN EXTRA -STRENGTH OR MONOFILAMENT FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF NOTE "5" APPLYING. EXTRA CARE SHOULD BE USED WHEN JOINING OR OVERLAPPING THESE STIFFER FABRICS. 7. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. RETAINED SEDIMENT MUST BE REMOVED AND PROPERLY DISPOSED OF OR MULCHED AND SEEDED. 8. INSPECT IMMEDIATELY AFTER EACH RAINFALL, AND AT LEAST DAILY DURING PROLONGED RAINFALL. REPAIR AS NECESSARY. 9. SEDIMENT MUST BE REMOVED WHEN IT REACHES APPROXIMATELY ONE THIRD THE HEIGHT OF THE FENCE, ESPECIALLY IF HEAVY RAINS ARE EXPECTED. 10. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE FILTER FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED,. AND SEEDED. ra 1►�AP " nN ►1,ME t 1721 Hewitt Avenue ■ Suite 401. Everett, Washington 98201 (425) 252-2826 Telephone (425) 252-9551 Fax 150 North Seventh Street Springfield, Oregon 97477 Telephone (541) 988® 862 Fax: (541) 988@1863 BEFORECALL 48 HOURS 1-800-424-5555 ■ PER D.4.2.4 TEMPORARY AND PERMANENT SEEDING (KCSWDM - APPENDIX D) 1. IN GENERAL, 10-20-20 N-P-K (NITROGEN -PHOSPHORUS -POTASSIUM) FERTILIZER CAN BE USED AT A RATE OF 90 POUNDS PER ACRE. SLOW RELEASE FERTILIZERS ARE PREFERRED BECAUSE THEY ARE MORE EFFICIENT AND HAVE FEWER ENVIRONMENTAL IMPACTS. IT IS RECOMMENDED THAT AREAS BEING SEEDED FOR FINAL LANDSCAPING CONDUCT SOIL TESTS TO DETERMINE THE EXACT TYPE AND QUANTITY OF FERTILIZER NEEDED. THIS WILL PREVENT THE OVERAPPLICATION OF FERTILIZER. DISTURBED AREAS WITHIN 200 FEET OF WATER BODIES AND WETLANDS MUST USE SLOW -RELEASE LOW -PHOSPHORUS FERTILIZER (TYPICAL PROPORTIONS 3-1-2 N-P-K). 2. HYDROSEEDING IS ALLOWED AS LONG AS TACKIFIER IS INCLUDED. HYDROSEEDING WITH WOOD FIBER MULCH IS ADEQUATE DURING THE DRY SEASON. DURING THE WET SEASON, THE APPLICATION RATE SHALL BE DOUBLED BECAUSE THE MULCH AND TACKIFIER USED 3. IN HYDROSEEDING BREAK DOWN FAIRLY RAPIDLY. AREAS TO BE PERMANENTLY LANDSCAPED SHALL USE SOIL AMENDMENTS. GOOD QUALITY TOPSOIL SHALL BE TILLED INTO THE TOP SIX INCHES TO REDUCE THE NEED FOR FERTILIZER AND IMPROVE THE OVERALL SOIL QUALITY. MOST NATIVE SOILS WILL REQUIRE THE ADDITION OF FOUR INCHES OF WELL -ROOTED COMPOST TO BE TILLED INTO THE SOIL TO PROVIDE A GOOD QUALITY TOPSOIL. COMPOST USED SHOULD MEET ECOLOGY 4' PUBLICATION 98-38 SPECIFICATIONS FOR GRADE A QUALITY COMPOST. THE SEED MIXES LISTED ON TABLES D.4.B-G SEED MIXES OF APPENDIX D OF THE KCSWDM INCLUDE RECOMMENDED MIXES FOR BOTH TEMPORARY AND PERMANENT SEEDING. THESE MIXES, WITH THE EXCEPTION OF THE WETLAND MIX, SHALL BE APPLIED AT A RATE OF 120 POUNDS PER ACRE. THIS RATE CAN BE REDUCED IF SOIL AMENDMENTS OR SLOW -RELEASE FERTILIZERS ARE USED. LOCAL SUPPLIERS SHOULD BE CONSULTED FOR THEIR RECOMMENDATIONS BECAUSE THE APPROPRIATE MIX DEPENDS ON A VARIETY OF FACTORS, INCLUDING EXPOSURE, SOIL TYPE, SLOPE, AND EXPECTED FOOT TRAFFIC. APPROVED SEED MIXES APPROVED BY THE CITY OF KENMORE MAY BE USED. SOLID WALLS FILTER MEDIA FOR DEWATERING CATCH BASIN GRATE FN ■ ■ ■ ■ ■ M ■ ■ ■ ■ ■ ■ ■ OVERFLOW POROUS BOTTOM NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN INSERT PER D.4.5.3 STORM DRAIN INLET PROTECTION (KCSWDM APPENDIX D) NOT TO SCALE WET SEASON SPECIAL PROVISIONS 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS, RATHER THAN SEVEN (SECTION D.4.2) 2. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.4.2). 3. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 4. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 5. FIFTY LINEAR FEET OF SILT FENCE (AND NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.4.3.1). 6.. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION AREA REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL -(SECTION D.4.4.2)4 7. PHASING AND MORE CONSERVATIVE BMPs MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.5.3). 8. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY (SECTION D.5.4). DATE REVISIONS BY ISSUE DATE: OCT. 12, 2005 DESIGNED BY: JHL, MAD DRAWN BY: AJB PLAN CHECK BY: JJW EROSION AND SEDIMENT CONTROL. NOTES 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONDUCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARA KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF OCTOBER 1 THROUGH APRIL 30, ALL PROJECT DISTURBED AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL -INQT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETEN TION TION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C)(6)(A-G) OF FWCC. PERMIT N0. XX-XXXXXX-XX� m 0 Y m H U I d, W 06- 102661 1-; CONSTRUCTION PARKING & ACCESS PLAN SOB NO. RECEIVED 1882 w 9TH AVENUE PAVILION � MAY 3 G 2006 j T.E.S.C. NOTES AND DETAIrOFDNGERALTW, AY 3 w � 4 H:\PROJECT FlLES\ACTIVE\EGWEA\dwg\EGWEA-CQ3.dwg, 5/15/20m 2:25:05 PM, irobinson, Copyright 2006Higa Burkho{der Associates fdoor'` %/ \ 29� ` \\ 366.05 .�` 28 X 365.51 ft `� 27 ` 26 25 REMOVE STAIRS AND CURB PATCH , 24 (TYPICAL 4 PLACES) 34 CNN '- - 22 ` ' 35 2136 33 PROP. EXTRUDED CURB (TYP) 3$6.44� t-. 3 84 37 83 wY 19 `38 82 18 \ \ 81 X 17 `� --_-- _�r f39 80 40 /s 79 15 78,. 42 f 61 i P '\86 ✓ 14 PROP. PARKING 77 13 OVERLAY (TYP) 43 360.56 IMITS 0 GRADING XC t R OVAL FOR OV LAYS / `88, 44 7 , 61.39 i 89 3 ` 45 11 60�- ti 046 10 PROP. CONCRETE 1 �a XC) ,. PAVERSTOREPLACE \ n 4' \ � . ........ Y a 92 C) f1 � 93 94 5 0.35 60 358.9 X 361. v - , PROTECT X. AD t t s 37 2 1 3 00 R!M -- 56.21' » 354.69 6 ; rx 9. 6 �. f -� NEAT SA -CUT LI TYP) SEE SAW DE THIS SKEET. r, X_-----_. 359.20 358.0${< 3 8.60 / 357. 8 4 �57.92 358.E 357.90 x 35 .4{ . r r 357.86 / l I►.K 357.23 01. 357.29 EXISTING 2 STORY CONCRETE BUILDING 34,725 S.F. TOTAL BUILDING 32.7' HIGH FINISHED FLOOR = 357.30 ss EX. CONCRETE SIDEWALK (TYP) ~` EX. EXTRUDED CURB I 0 w w EX. GROUND z (TYP.) -' w 0 2:1 �'''�-�.` cr BACK OF 8 ` EX. SIDEWALK : 1 PROP. GRADE—` (TYP.) CROSS-SECTION A -A EX. PARKING AREA on 108 SCALE: 11*=10' SITE GRADING NOTES: 1. UNSATISFACTORY FILL MATERIAL - SOIL MATERIAL THAT CONTAINS ROOTS AND OTHER ORAGANIC MATTER, TRASH, DEBRIS, AND FROZEN MTERIALS AND STONES LARGER THAN 6 INCHES IN ANY DIMENSION; AND/OR MATERIALS CLASSIFIED IN ASTM D-2487 AS GM (DARK BROWN TO BLACK ORGANIC MATERIALS), PT, OH AND OL; AND/OR 5s MAN-MADE FILLS, REFUSE, OR BACKFILLS FROM PREVIOUS CONSTRUCTION; AND/OR MATERIALS THAT DO NOT MEET THE SPECIFIED REQUIREMENTS FOR THE INTENDED USE 2. "GENERAL FILL" SHALL BE NATIVE MATERIALS THAT DC NOT MEET ANY OF THE RESTRICTIONS AS LISTED IN THE DEFINITION FOR UNSATISFACTORY MATERIALS, AND ARE CAPABLE OF CONSOLIDATION AND COMPACTION SUFFICIENT TO PROVIDE A NON -SETTLING FINISH GRADE IN EACH AREA OF INTENDED USE. PLACE AND COMPACT GENERAL FILL IN CONTINUOUS LAYERS NOT EXCEEDING 12 INCHES IN LOOSE LIFT THICKNESS. COMPACT TO 90 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM D1557. 3. "STRUCTURAL FILL" SHALL BE IMPORTED OR NATIVE MATERIALS (IF NATIVE MATERIALS AREA TESTED AND MEET THE REQUIREMENTS OF STRUCTURAL FILL) AND SHALL BE FREE OF UNSATISFACTORY MATERIALS AS SPECIFIED HEREIN, CONTAINING LESS THAN 5 PERCENT FINES (SOIL FRACTION PASSING THE NO. 200 SIEVE), AND WITH AN APPROVED OVER ALL GRADATION. IN THE EVENT THAT FILL MATERIALS DO NOT MEET - _ - - b I ANUAKU THE SPECIFIED REQUIREMENTS THEY SHALL BE REMOVED, REPLACED AND RETESTED STALLS BARRIER -FREE WITH NEW MATERIALS AT NO ADDITIONAL COST TO THE OWNER. PLACE AND COMPACT 60-68, PARKING STRUCTURAL FILL IN CONTINUOUS LAYERS NOT EXCEEDING 9 INCHES IN LOOSE LIFT 74,75, STALL 69-73 THICKNESS. COMPACT TO 95 PERCENT OF MAXIMUM DENSITY AS DETERMINED BY ASTM 115-119 D1557. PARKING DETAIL - PROPOSED PARKING 4 ON SITE SOILS AREA LIKELY TO BE SENSITIVE TO DEGRADATION DUE TO MOISTURE NOT TO SCALE AND/OR IMPROPER EXPOSURE TO REPETITIVE CONSTRUCTION LOADS. THE CONTRACTOR SHALL UTILIZE METHODS AND EQUIPMENT THAT MINIMIZE ADVERSE IMPACTS ON SUBGRADE. NOTE AND FOLLOW THE RECOMMENDATIONS IN THE GECTECHNICAL REPORT. 5. EXCAVATION CUT SHALL NOT INTERFERE WITH NORMAL 45 DEGREE BEARING SPLAY OF FOUNDATIONS. PROVIDE SHORING AND UNDERPINNING WHERE INDICATED AND/OR REQUIRED. PERFORM UNDERPINNING AND SHORING OF EXISTING FOUNDATIONS WHERE NECESSARY SO AS TO NOT DAMAGE OR COMPRISE THE EXISTING FOUNDATION OR SUPPORT OF THE STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, SAFETY AND EFFECTIVENESS OF ALL SHORING AND UNDERPINNING. 6. STOCKPILE SUBSOIL INTENDED FOR REUSE AS GENERAL FILL IN AREAS ON SITE AS DIRECTED BY THE OWNER. SUBSOIL STOCKPILE DEPTH SHALL NOT EXCEED 6 FEET. COVER STOCKPILE TO PROTECT FROM EXCESSIVE MOISTURE AND EROSION. REMOVE EXCAVATED SUBSOIL NOT INTENDED FOR REUSE FROM THE SITE. 1 f --7. PROTECT SUBGRADE FROM DETERIORATION DUE TO EXPOSURE TO MOISTURE TRAFFIC 109�. 1 ' , OR UNNECESSARY CONSTRUCTION LOADING. CAREFULLY, COMPACT TOP LAYER OF ' ; SUBGRADE WITH HAND EQUIPMENT TO DENSITY REQUIREMENTS FOR SUBSEQUENT 110 TEMP GRADING �/ , / \ CONSTRUCTION LIMIT ✓ < / , BACKFILL MATERIALS. \ i r EASEMENT i EX. CB 3 ; ; ` 1 % 8. CUT OUT SOFT AREAS OF SUBGRADE NOT CAPABLE OF INSITU COMPACTION. BACKFILL \112 PR�dTECT RIM = 6.2s' � ; g WITH STRUCTURAL FILL IN AREAS UNDER BUILDINGS, SLABS, FOOTING, FOUNDATIONS = 536.26 6» IE = 353. 6,:(W) TOP OF SLOPE ' j AND PAVED AREAS. BACKFILL WITH GENERAL FILL IN AREAS TO BE NATURAL GRADED 113 IE 35 .26' 6"S IE - 353.26 S ° �� MPORARY'SLOP OR LANDSCAPED. E 352.96' ' E�� , Y> I _%� 2.96 6 ) i CONS TRU ION ND RADII EASE ENT AND LANDSCAPED " " uTION! 9. NATURAL GRADED L NDSCA ED AREAS MAY USE GENERAL FILL TO THE f REQUIRED DEPTH. PLACE AND COMPACT AS SPECIFIED HEREIN. UC ERtROUND CPCCEV. � OER.h� !, F SLOPE/ 14 C CONT OR TO ADJUST ,�� ' : 10. AREAS SUPPORTING STRUCTURES, AND FOUNDATIONS SHALL BE BROUGHT TO GRADE S REQUIRED. ND MATCH COND , �yo G DlST C EAS ENT WITH STRUCTURAL FILL TO THE REQUIRED DEPTH. SEE INDICATED DETAILS FOR _ -- STING. SEE SAWCUT \ 57 99� / ``� / SPECIAL REQUIREMETS AND MATERIALS. PLACE AND COMPACT PER RECOMMENDATIONS �! DETAIL THIS SHEET 356.5,d ! 359.46 o ` l IN THE GEOTECHNICAL REPORT. 356:65 56. 359.39 c. 3 -� - ` ` i ,/ ° 11. UNDER SLAB -ON -GRADE, UNLESS OTHERWISE INDICATED, PROVIDE 6 INCHES OF • y� �` �� �;/ LI�'IITS ,4�F GR�DING 357.04 � 4 .:�f MATC I NG r �, f V EX STI CAPILLARY ATER BARRIER MATERIAL COMPACTED TO THE SAME CRITERIA AS SPECIFIED F ) I NSTALL NEW ASH ENCLOSURE CONCRETE PAD = � _ �. > f � �/'# ';• � FOR STRUCTURAL FILL. DIRECTLY UNDER CONCRETE PROVIDE A VAPOR RETARDENT ;EE ARCH. DOCUMENTS FOR X 35S' 355 f i / LINER. 1ETAILING �� �' X�` 358 55 �_ ' �56 �4 � ✓ .31 /r � EX' CONCRETE ' ACE F 12• SLOPE GRADE AWAY FROM BUILDING MINIMUM OF 2 INCHES IN 10 FT, UNLESS NOTED PAD `, �' ° f-- OTHERWISE. 357.29 358.02,�. s 3.4 �' CU 356.00 7.82` v `l, 1 j4 13. REMOVE SURPLUS FILL MATERIALS FROM SITE. PROPOSED PARKING, 1.90 STALLS 357.0$ ,� 14. FIE CONTROL: / \ LD QU ALTI Y 9 K /1.64 INSPECTIONS SHALL BE MADE BY THE PROJECT GEOTECHNICAL ENGINEER AND.OR THE 355;� APPROVED TESTING LABORATORY BEFORE SITE WORK OPERATIONS BEGIN, DURING SITE 351. GRADING, EXCAVATION, BACKFILL COMPACTION, AND ALL OTHER EARTHWORK OPERATIONS AS NECESSARY TO ASSURE COMPLETE QUALITY CONTROL OF THESE 351. 356.37 4 00 j ,f ACTIVITIES. TESTING OF FILL SOILS WILL BE BY A CERTIFIED TESTING LABORATORY SELECTED AND PAID FOR BY THE CONTRACTOR AND APPROVED BY THE OWNER. E 351.71 � a CG THE FOLLOWING FIELD TEST TYPES SHALL BE PERFORMED AS INDICATED AND AS 3�4.95 ' ���� NOTE:/ S�EE ER � , DIRECTED BY THE PROJECT GEOTECHNiCAL ENGINEER AND/OR APPROVED TESTING ® 2 8 Pam`' �f CONTROL DESIGN ��EET LABORATORY: GRADATION (ASTM C-136) // IN -PLACE DENSITY (ASTM D--2922) OR F6W INSTALGATI OF (ASTM D-1556) // MOISTURE -DENSITY RELATIONSHOIP (ASTM D-1557) ,CONSTRUCTfO, LIMITS �V� 3 0, v REMOVE (TYP.) (SEE ° r , o NOTE) PERMIT NO. XX XXXXXX--XX EXISTING PAVEMENT l p 3 COMP. DEPTH CLASS B ACP 2" CSTC 5" CSBC .tip APPROVED NOTE: THE SAWCUT SHALL BE A NEAT -LINE CUT MADE BY EITHER SAWCUTTING JACKHAMMERING A CONTINUOUS LINE. CLEAN HEAT AND TACK EDGES WITH SEALER SS-1 A T 1 v ASPHALT CEMENT. MATCH NEW PAVEMENT GRADE WITH EXISTING. DATE HAPROJECT FIl ESIACTIVEIEGWEA1dwgNEGWEA-CA4.dwg, 5123/200611:26*12 AM, irobinson, Copyright 2006 Higa Burk -okfer Associates A TION 00" SECTION 17, T www 44271 Nalp MAC,. 4 Eas w v am* w LEGAL DESCRIPTION NOTES EXCEPTIONS FROM TITLE REPORT LOT 12 OF WEST CAMPUS OFFICE PARK, DIVISION 2, ACCORDING TO PLAT RECORDED IN VOLUME 103 OF PLATS, AT PAGES 14 AND 15, 1) LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM FIRST AMERICAN TITLE INSURANCE 1) SUBJECT TO GENERAL TAXES FOR KING COUNTY TAX ACCOUNT NUMBER 926501-0120-05. IN KING COUNTY, WASHINGTON. COMPANY COMMITMENT ORDER NUMBER 25923T-T3 DATED MAY 22. 2003. IT SHOULD BE NOTED THAT IN PREPARING THIS 2) NOT APPLICABLE TO THIS SITE. SURVEY MAP, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM AWARE OF MY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. ESM HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT 3) SUBJECT TO POSS113LE UNRECORDED LIEN RIGHTS, LEASEHOLDS. IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENTS ON TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM, A 2) THE BUILDING ADDRESS IS 33434 EIGHTH AVENUE SOUTH, FEDERAL WAY, WASHINGTON, 93003. SELLER/BORROWER AFFIDAVIT SHOULD BE EXECUTED AND SUBMITTED TO FIRST AMERICAN TITLE INSURANCE COMPANY PRIOR rO CLOSING FOR THEIR REVIEW AND APPROVAL. 3) THIS SITE CONTAINS 2.35 ACRES (102,530 SQUARE FEET). MORE OR LESS. 4) EVIDENCE OF THE AUTHORITY OF THE OFFICERS OF WASHINGTON EDUCATION ASSOCIATION,A WASHINGTON NON-PROFIT CORPORATION, FST4) TO EXECUTE THE FORTHCOMING TIES TO THE BUILDING ARE SHOWN AT 9U OR RADIAL TO THE PROPERTY LINE, UNLESS OTHERWISE NOTED. ANRFORNSAUEOROR�IZATIS AMERICAN TITLE INSURANCE COY ID CORPORATION AND FOR ANY HIGHER LNSCIPLINE OR ON TOWHCH IT IS LAND SURVEYOR'S CERTIFICATE 5) THE FIRST FLOOR CONTAINS 16,920 SQUARE FEET, MORE OR LESS. THE SECOND FLOOR CONTAINS 17,805 SQUARE FEET, RESPONSIBLE. MORE OR LESS. TIES WERE MADE TO THE OUTSIDE FACE OF THE BUILDING. ON SHEET 2. THE DIMENSIONS ARE SHOWN FOR 5) SV84ECT TO THAT DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT RECORDED UNDER RECORDING NO.- TO: THE BUILDING ON THE INSIDE FACE FOR CONVENIENCE AND CLARITY ONLY. THE DIMENSIONS WERE MEASURED TO THE 20020923002220, WASHINGTON CAPITAL JOINT MASTER TRUST MORTGAGE INCOME FUND AND/OR ITS ASSIGNS*OUTSIDE FACE OF T14E BUILDING. PURPOSES GRANTED TO LAKEHAVEN SDIER DISTRICT AND THE TERMS AND CONDITIONS FIRST AMERICAN TITLE INSURANCE COMPANY, AND WASHINGTON EDUCATION ASSOCIATION, A WASHINGTON NON-PRonT CORPORATION; 6) THE ENTIRE BUILDING IS TWO STORIES. 6) SUBJECT TO AN EASEMENT FOR SEWER THEREOF PER INSTRUMENT RECORDED UNDER RECORDING NO. 7104050460. THE LOCATION OF SAID EASEMEW IS DEPICTED HEREON. , THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASEDWERE MADE IN ACCORDANCE WITH THE 7) THERE ARE 100 PARKING STAU-S (85 STANDARD STALLS. 11 COMPACT STALLS AND 4 HANDICAPPED STALLS). PER CITY OF 7) SUBJECT 1-0 17HOSE RESTRICTIONS. CONDITIONS, DEDICATIONS, NOTEES, EASEMENTS AND PROVISIONS CONTAINED AND/OR DELINEATED "WEST -PARK, Z' AS RECORDED IN VOLUME 103 OF PLATS AT PAGES 14 AND 15. "MINMJM STANDARD DETAIL REQUIREMENTS FOR ALTA / ACSM LAND TITLE SURVEYS,- JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM FEDERAL WAY CODE 116 STALLS REQUIRED (1 STALL FOR EVERY 300 S.F. OF GROSS FLOOR AREA}. ON THE FACE OF THE PLAT OF CAMPUS OFFICE DIVISION AND NSPS IN 1999. AND INCLUDES ITEMS 1, 2, 3. 4. 6, 7(o), 7 b. 1). 8, 9, 10, 11 (o), 11 (b), 13, 14 AND 15 OF TABLE "N' THEREOF, RECORDS OF KING COUNTY. WASHINGTON. (6) PURSUANT TO THE ACCURACY STANDARDS (AS ADOPTED BY ALA AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATtON), THE POSITIONAL UNCERTAINTIES RESULTING FROM THE SURVEY MEASUREMENTS MADE ON THE SURVEY DO NOT EXCEED THE ALLOWABLE 8) THE POSITION OF SURFACE FEATURES (CATCH BASINS. LIGHTS, BUILDINGS, ETC.) ARE FROM ACTUAL FIELD LOCATIONS. THE POSITION OF UNDERGROUND UTIIXIES ARE FROM ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES AND CONSTRUCTION PLANS ON 8) SUBJECT TO COVENANTS. CONDITIONS, RESTRICTIONS, AND/OR EASEMENTS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING PoSrfioNAL TOLERANCE: (W) THERE ARE NO IMPROVEMENTS, ENCROACHMENTS OR USES EXCEPT AS SHOWN AND AS NOTED.- (iv) THE FILE WITH LAKEHAVEN UTILITY DISTRICT (WATER AND SEWER) AND CITY OF FEDERAL WAY (STORM DRAINAGE). THE UNDERGROUND NO, 7403190539 AND THOSE AMENDMENTS AND/OR MODIFICATIONS THERETO RECORDED UNDER RECORDING NOS. 7911290745 AND BOUNDARY OF THE PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE. LOCATIONS SHOULD BE CONSIDERED APPROXIMATE AND SHOULD NOT BE RELIED UPON FOR ANY CONSTRUCTION ON SITE- ONLY 8512110086. THE UNDERGROUND STORM DRAINAGE, WATER, POWER AND SANITARY SEWER HAVE BEEN DEPICTED HEREON. PLANS FOR TELEPHONE, GAS AND OTHER UTILITIES WERE NOT AVAILABLE. 9) SUBJECT TO AN EASEMENT FOR AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AND THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT RECORDED UNDER RECORDING NO. 7905230789. AN 9) THIS PARCEL DOES NOT LIE WITHIN A FLOOD ZONE BASED UPON THE FEDERAL EMERGENCY MANAGEMENT AGENCY'S NATIONAL APPROXIMATE LOCATION OF SAID EASEMENT IS DEPICTED HEREON. FLOOD INSURANCE PROGRAM "FLOOD INSURANCE RATE MAP" PANEL 1250 OF 1725 - KING COUNTY, MAP NO. 530.33C125017 10) SUJECT TO A WATER SERVICE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF PER INSTRUMENT RECORDED UNDER HIA A. FLOOD. P.L.S. DATED MAY 16, 1995. RECORDINGNO. 7908150801. ISTRATION NO. 29281 A. 10) ZONING : OP (OFFICE PARK) AS DEFINED BY CITY OF FEDERAL WAY ZONING CODE 22-826. CURRENT MINIMUM SETBACKS - FRONT : 5V SIDE AND REAR : 20'. 11) SUBJECT TO AN EASEMENT FOR WATER MAINS AND HYDRANTS GRANTED TO - KING COUNTY WATER DISTRICT NO. 124 PER INSTRUMENT CONSTRUCTED. AN APPROXIMATE HEIGHT RESTRICTION IS SS FEET, BUT MAY BE INCREASED TO 70 FEET IF CERTAIN CRITERIA MET. RECORDED UNDER RECORDING NO. 80012205 13. THE EASEMENT IS OVER THE WATER FACILITIES AS 004 *0 NO MAXIMUM LOT COVERAGE - THIS IS GOVERNED BY DEVELOPMENT REOUIREMENTS FOR BUFFERS, PARKING LOT, LOT LOCATION OF SAID EASEMENT IS DEPICTED HEREON. LANDSCAPING, SURFACE WATER FEATURES. ETC. AS DETERMINED BY THE CITY OF FEDERAL WAY, 12-24) NOT APPLICABLE TO THIS SITE. 11) THIS PROPERTY HAS LEGAL ACCESS TO 8TH AVENUE SOUTH, SHOWN HEREON AS PUBLIC RIGHT-OF-WAY. 12) THERE ARE NO VISIBLE FOUNDATION OR OTHER ENCROACHMENTS, EXCEPT AS SHOWN. ( 13) THERE IS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION Olt BUILDING ADDITIONS WITHIN. 14) THERE HAVE NOT BEEN OFFSITE IMPROVEMENTS WITHIN THE ADJOINIiSkl PUBLIC RIGHTS -OF -WAY IN RECENT MONTHS OR RM 11 /01 CHANGES IN STREET RIGHT-OF-WAY LINES. 15) THERE ARE BUILDING OVERHANGS AS SHOWN HEREON. SURVEY INSTRUMENTATION* 16) ACCORDING TO THE FORMER BUILDING OCCUPANTS, WASHINGTON EDUCATION ASSOCIATION. THE SITE IS NOT SERVICED BY SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED TIME FOLLOWING EQUIPMENT AND PROCEDURES: CABLE TELEVISION. GAS OR FIBEROPTICS. TWO LEICA SYSTEM 500 DUAL FREQUENCY GPS RECEIVERS, ONE 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIUNS AS REQUIRED BY WAC-332-130-100 PROCEDURE USED : REAL TIME KINEMAIIC AND RAPID STATIC GPS AND FIELD TRAVERSE WITH ACCURACY M EETING OR EXCEEDING THE REQUIREMENT'S OF WAC-332-130-090 6-w 10266 1 ECE D- MAY 3 0 2006 CITY OF FEDERAL WAY BUILDING DP, qw t- 1W co oCL ul z w 0 0 4) E Z 0 % 0 E co ILD z 0 V > 3 CL 0 C4 (D a I.. LL E c Its o 0 X r —0 %_ 5 va 0 z tn- z 0 0 < z 0 < z a D ILL, a 0 w 0_ z 0 z X LL LL, 0 w LL_ 0 JOB NO.. 1050-001-003 DWG. NAME: OLD-klAl DESIGNM BY: DRAWN BY: CAF/RJW/8RS CHECKED BY: CAF DATE: 06-11-03 DATE OF PRINT: 1 0172SHEETS fob 1817, 4 A*% N!M- A 12—b(I)PRTION OF SECT-1-0-m- u, TWID. 221 N*v "w"NAM. 4 fEet W..'sMs Vicinity Map NOT TO SCALE S.W. 320th ST. S. 320th ST. SEA TAC FOUND 1/2" RESAR WLL AND CAP SW ul North LS1 Lake :--j -13 -DT JP OT TE z PLAT 05 *\j\lr.ST C.AMPUS -,—EXTRUDED CONCRETE CURB —Aj PLA f OF V r-S r C MPUS (TYPICAL WITHIN SITE) C*-5tfr�- PARK, DIVISION -1 Ile Rel-\RK, DMSION 2 VOLIUME -97 OF PLATS VOLUME -103 OF PLATS$ PrIkIG-ES 66--be PAG5-S 14 AIND 15 S 3444h St. M OWNER A S. 3481h ST. D.E. AND SIGRID HOKANSON FIRE HYDRANT WITH BOLLARDS OWNER W FW`fPI LLC 8456 N. MERCER WAY 101 S.W. MAIN STREET SUITE 350 S. 49th Si ISLAND, WA 98040 PORTLAND, OR 97204 HELD FOR BASIS OF HORIZONTAL DATUM 106� Al 7 00 C) U5 LANDSCAPE AREA f� 4 C.- 6 #6 vo 43 1 / STONE .8 0 L.S. WALL 2.5' ck�\ ok A, 0 1 0,9 . C) Wp�LK 'k V% f* L.S. IQ I 6 �Qp� .0 2. J 4b fl 'zp Q 0 SCALE T 3a LOT 12 (6 .8' LANDSCAPE AREA CONCRETE CURB I 2 STORY CONCRETE AND GUTTER 11.o �� g ��/� °� .1 3.04 BuLmrm (TYPICAL IN PUBLIC RIGHTS -OF -WAY) I 16,920 SQUARE FEET FOR FIRST FLOOR L.S. 17,805 SQUARE FEET FOR SECOND FLOOR 0.>, %N C3 30 is 0 30 60 \SI'GN 34.725 S.F. TOTAL BUILDING 019 %K 32.7' HIGH qk $� ADDRESS = 33434 8TH AVENUE SO. FEDERAL WAY, WA 98003 1.8'X0.7' & Ot LEGEND 81 14 ' Fy FOUND CONCRETE MONUMENT WITH 1-1/4!' BRASS CAP WITH PLINCH# > % 11.4ou 'IN CASE,IN DUNE OF 2003 Vol 4 0 w& A 7 0 Al ovo• FD PROPERIY CORNER AS NOTED ev YARD DRAIN Al TYPE I STORM CATCH BASIN 0 1.8'X1.5' 13 41 FIRE HYDRANT C'0' 44 �Nw't Ah. 41 WATER VALW N bo LAWN 0, IRRIGATION CONTROL VALVE BOX WATER METER OLD CONCRETE. 4'?) 13LOCK WALK 40� SANITARY SEWER MANHOLE 4 4( AREA LIGHT A., 41 LANDSCAPE LIGHTING v 0'. 14ANDICAPPED PARKING STALL 0j C COMPACT PARKING STALL 4401 SIGN lot 0 TELEPHONE RISER ril L.S.:: LANDSCAPE AREA 0 TRANSFORMER ON CONCRETE PAD NO MONUMENT Af 6 nq POWER VAULT FOUND s,�.�s b (0ffSIGN POST HANDICAPPED PARKING SIGN NUMBER OF A1110INING PAWING STALLS x OH OVERHANG L=37 45' M TELEPHONE VAULT R=25.00' A =8649"21Y -WAPPROXIMATE LOCATION OF UNDERGROUND WATER LINE HELD FOR BASIS OF HORIZONTAL DATUM APPROXIMATE LOCATION OF S UNDERGROUND SANITARY SEWER LINE 00 �D APPROXIMATE LOCATION OF i. UNDERGROUND STORM DRAINAGE LINE ry T PDRERAPXIMATE LCATION OF UNOGROUaLLEPI ND ONE LINE P APPROXIMATE LOCATION OF UNDERGROUND POWER LINE 20281 CONCRETE (P) BEARINGS AND DISTANCES BASED UPON THE PLAT OF CV "WEST CAMPUS OFFICE PARK, DIVISION 2" tf (m) BEARINGS AND DISTANCES BASED UPON THE FIELD LOCATIONS OF EXPIRES 11/01/03 EXISTING MONUMENTATION RELATED TO THE THE CITY OF FEDERAL WAY GPS ETWORK AND INFORMATION FROM THE PLAT OF "WEST CAMPUS OFFICE PARK,4 DIASION t ID6,mIO2661 RECEIVED MAY 3 0 2006 OFTY OF FEDERAL WAY BUILDING DEPT, 1 Q' i i• i ! i r% AAn - ' 1 M 2 r M Uzi I , 1 WA �W Hof M—W� �t1i\tIV1F 1AN rWIM H 13.1 13.1" SECTION 17, TOWNS -HIP 21 NORTH, RANGE 4 EAST, W.M. �" ry V�SIGNIFICANT TREE LEGEND /��'� ~ �/77/fT!r�rlr►�.' Pf 1` "d`r' it+7 ■�r ;•P ( ���i'% — : t— . _ III" ''� ♦ ...1.�[.,�....�..>,. ♦ + �� II,; ,,' ; ; �if,. �_ ;`,,, �" �Glta � `4i 4 1' �► 1 ��� 'r, � � f�+. �� ��� � � i � ,;. ��•��i11� A1# ��r f ", ir�:�l���h��i��il�� ���11i1 � � �/' 0/�.� ! trr�lErr��/ ► fit. # + -- ...,.. ° ♦ ♦ + �r�Clixr�. `��� /�'ii �fi� r.ii43"-111Mtwo __.....�r�r♦riirir :;�r�,alrr � v 110811 T t SIGNIFICANT TREE # if REMOVER-4-01 DIAMETER ---- 22s6n REMOVAL REASON # _._._..,.. (#1) SIGNIFICANT TREE TABLE (12" OR GREATER IN DIAMETER) Existing Significant Trees (Total) Significant Trees to be Removed Significant Trees to Remain D - Douglas Fir = 42 (Pseudotsuga Menzien) Douglas Fir = 12 Douglas Fir = 30 A - Alaska Cedar = 1 (Charraccyparis Nootkatensis) A - Alaska Cedar = 1 A - Alaska Cedar = None P - Ponderosa Pine = 2 (Pinus Ponderosa) P - Ponderosa Pine = None P - Ponderosa Pine = 2 Total Existing Significant Trees - 45 Total Significant Trees to be Removed = 13 Total Significant Trees to Remain = 32 l ® ® ` + + ++ 1 1j1 / + + + + % 17-D 13.1" +++ Ffl NZ ° DUMPSTER DISPOSAL 0 o a 0 000 AREA 0 0 0 /+ + + / SIGH ISTANCE + + TRIAN LE + ++++ + + t + + R-13-® ® 'D ++++++++ 1 a7 � + + + (#1 &3) �.� t1 + + + / a/ }++ ++ LIMIT`S F R ING M C /171 D - 19 �+++ r Q + I ST G. RE ER / 0 12.7"+ ;++ TO RA IN PLAN o °° ° °o + + + 0 P SS RE / a° O° ° o o �t + + + WO ° o ++++ D GE +++, ++ C R NA ° CT AL DG ATI no 0 00 ° o ° + + + LO ON REFER TO o a ° ° a o ° + + + WITH E as ° OTHER PLANS ° °0 a ° Do ° a° ++ ++++ o°ao d. ---AREA OF NEW FOR NEW ° ° o° ++ TREES AND PL T o / o GRADING. SEE , PARING LOT BE CENTER_Eo .. GRADING PLAN FOR EXISTINGo 2 STORY LAYOUTa- SIGNIFICANT TRE E NOTES a ---._....PARKING A op o a- ADJUSTED GRADES.CONCRETE BUILDING o ° ° / � 1. SIGNIFICATE TREES ARE THOSES 12 INCHES IN DIAMETER - TREE � o = . -_ - 00 / OR GREATER. POLE oI RHODODENDRONS TO R-6sp o ° / 'Q O O° °p 0 BE 24" HEIGHT " / 2. TREES TO BE REMOVED DENOTED WITH THE NUMBER 1 " oo ° o " . MINIMUM TO MEET (#2) ``--�•.- ARE DEAD OR DISSEADED AND DYING °n a o f TYPE 3 LSC / / \ - ° ° / REQUIREMENT / 3. TREES TO BE REMOVED DENOTED WITH THE NUMBER " 2 ° EDGE OF LANDSCAPE " / ARE TO CLOSE TO BUILDING AND CAUSING STRUCTURAL DAMAGE o AREA .(T 4. TREES TO BE REMOVED DENOTED WITH THE NUMBER " 3 " RHODO ER&O TO 32-D / / / ARE TO CLOSE TO NEW OR EXISTING UTILITIES OR NEW 24" HEIG MINIMUM TO ';�',� ° 15,9" // / IMPROVEMENTS MEET TYPE 3 LSC �9% '�� / ___1. TREES TO BE REMOVED DENOTED WITH THE NUMBER " 4 " -�... REQ EMENT r -� 0 31-p �° � r / 5A RE LEANING TOWARDS THE BUILDING WITH SHALLOW ROOT NOTE. 14.3" ., / BASE A �L�4-D 2.�"' 1. REFER TO CIVIL ENGINEERING AND ARCHITECTURAL TE ��' Ir R-2- 3fl-D 22.E 18.8" ( " PLANS FOR INFORMATION ON GRADING, CLEARING, PA ``� 22.0 ,. NEW PARKING LAYOUT, OR ANY OTHER ITEMS OTHER TIk)�k �• \ - -D PLANT TYPE AND LOCATION. A ���. \ 1 $�� 27-D 2. FIELD VERIFY EXISTING TREES TO REMAIN AND BE 11 REMOVED. COORDINATE WITH OWNER OR REPRESENTATIVE {# 25-D 2.1 ON REMOVAL. 17,811 3. PROTECT EXISTING TREES FROM ALL CONSTRUCTION - -. DAMAGE. NOTIFY OWNER AND CONTACT -A BORIST IF ANY a THERE ARE ANY CONCERNS. �� c \\ \ SS (7 \ \ -D R-4- SS - " \= 25.00 �_ y 8 � 8 49 21 PERMIT NO. XX-XXXXXX-XX APPROVED DATE HIGAW RKHOLD-"nR ASSOCIATES, LLC LAND USE PLANNING / CIVIL ENGINEERING 1721 Hewitt Avenue. N Suite 401 150 North Seventh Street Everett, Washington 98201 Springfield, Oregon 97477 (425) 282-2826 Telephone Telephoner (541) 988.1862 (425). 252 9551 Fax Fax (541) 988-1863 a 352 o � p TERRAFORA4A PF DESIGN GROUP, INC., CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office0terraformadesigngroup.com 0 23.6" (#2) - 29-D 17.810 / LEGEND f / N jj EXISTING PARKING LOT 4) �r 00 0 o PROPOSED PAVEMENT / SCALE: 1 = 201 EXISTING SIDEWALK SIDEWALK 0 10' 20. 401 CONTOUR INTERVAL = 2 FEET EX. JUNIPERS ` (MOSTLY TO REMAIN) / / EXISTING TREES / ' (TO REMAIN) LANDSCAPE AREA CALCULATIONS EXISTING TREES PROPOSED ADDITIONAL PARKING STALLS: 19 (TO BE REMOVED) 0 r Y REQUIRED NEW LANDSCAPE AREA ® 22 SQ. FT/STALL: 418 SQ. FT, m EXISTING LIGHT v PROPOSED NEW ENHANCED LANDSCAPE AREA: 4,013 SQ. FT. w PROPOSED ENHANCED AREA: 892 SQ. FT. ? DATE REVISIONS BY ISSUE DATE: DEC. 28, 2005 2/23/06 PER CITY COMMENTS MAD DESIGNED BY: 4/5/06 C CURB SIGHT DISTANCE LDR DRAWN BY: 5/26/0 PERMIT SUBMITTAL ARS PLAN CHECK BY: 7/03/06 REV.PER CITY COMMENTS ARS 1 ST SUBMITTAL: 2ND SUBMITTAL: DEC. FEB. 28, 23, 2005 2006 3RD SUBMITTAL: APR. 05, 2006 4TH SUBMITTAL: MAY 26, 2006 5TH SUBMITTAL: JULY 3, 2006 SECTION 17, TOWNSHIP 21 NORTH, • RANGE 4 EAST, W.M. SET TREE STRAIGHT AND Pt ON SOLID GROUND OR ON C BACKFILL. BACKFILL PLANTING HOLE 1/2 FUN: WiTH NA71V REMOVED OF DEBR I. TAMP SOIL TO STABRJZE R WATER THOROUGHLY. CUT AWAY STRING AND B iNN WIRE BASKET REMOVE CWPLETELY. NE CARE TO DAMAGE ROOTS. BACKFILL REMAINING PLANT WITH A MIXTURE OF APPROVED TOPSOIL OR CO AND NATIVE SOIL AMEND BACICEiLL AS N01M LANDSCAPE NOTES. TREE PLANTING DETAIL L2 SCALE: N.T.S. MULCH Y DEEP ALL'-� PLANTING BEDS fxf HEM1 K/FIR STAKES, LOCATED. OUTSIDE OF R007BALL FASTEN w/14 GAUGE GALV. WIRE AND 1/2' NEW VINY HOSING, STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUCH TREE TRUNK. STAKE HEIGHT M1 BE AT LEAST 5' FROM FINISHED GRADE PLACE 3' OF BARK MULCH IN SAUCER WIITHIN. 3' OF THE TRUNK. NO PLANII 3' DIAMETER MiN.. REMOVE CONTAINER OR PULL BACK POI PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5' HT: WATER DAM AROUND TREE WITH SOIL TO HOLD WATER. FiNISH GRADE. SCARIFY SIDES OF PLANTING HOE MAKE SURE HOLE HAS GOOD DRAINAGE. EXBSiWNG NATIVE SOL OR NEWLY PLACED TOPSOIL REMOVE CONTAINERS. SET SNUB STRAIGHT AND PLACE R007SALL ON SOLID GROUND OR ON COMPACTED BACKFILL BAC:L.. PLANTING HOLE 1/2 FULL WITH NATIVE SOIL. TAMP Sty. TO STABILIZE R001BALL WATER THOROUGHLY. DO NOT DISTURB ROOTBALL UNLESS ROQTBOUND. BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL. OR COMPOST AND NATIVE SOIL. AMEND BACKFILL AS NGTED IN THE INSTALLATION NOTES. ram,. FINISH GRADE. I=" �\l� �mj � - HOLE HAS G000 OI2AiNAGE. COMPACT SOIL UNDER RIOT MASS _ 14=� I. E!(ISTTNG NATIVE SOIL. = 1 I:E! _ _ .. ' ' ' � ' ' NOTE: ON SLOPES ALWAYS INSTALL 2 TIMES PLANT IN UPRIGHT POSITION. ROOT BALL DIAMETER MAKE LEVEL AREA WITH SOIL 2 CONTAINER SHRUB PLANTING DETAIL SCALE: N.T.S. PERMIT NO. XX--XXXXXX--XX 0 (0 I 0 Z. (DGI Cho EN APPROVED DATE H IGAM URKHOLDER Aa'SO:CIATES, LLC LAND USE PLANNING / CIViL ENGINEERING 1721 Hewitt Avenue 0. Suite 401 150 North Seventh Street Everett, Washington 98201 Springfield, Oregon 97477 (425). 252-2826 Telephone Telephone (541) 908-11862 (425) 2529551 Fax Fax (541) 988--1863 MULCH PLANTIM 10111 NALOW ,I�►��-,11 I�i=i�l=Nil=��1 =�� 3 TIMES SET WE STRAIGHT AND PLACE ROOTBALL 01 SOLID GROUND OR ON COMPACTED RAC KFILL BACKFILL PLANING HOLE 1/2 FULL WITH NATIVE SOT. REMOVED OF DEBRi. TAMP SOL TO STABILIZE ROOIBALI.. WATER THOROUGHLY. CUT AWAY SIRING AND BURLAP. IF IN WIRE BASKET REMOVE COMPLETELY. RE CAREFUL NOT TO DAMAGE ROOTS. BACKFiLL REMAINING PLANTING HOLE WITH A MIXTURE OF APPROVED TOPSOIL OR COMPOST AND NATIVE SOIL AMEND BAXKFIL1. AS NOTED IN LANDSCAPE NOTES. lift! BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL WATER THOROUGHLY. DO LAYOUT ROOTS IN NATURAL POSITION. BACKFILL REMAINING PLANTING HOLE WITH 1/2 APPROVED TOPSOIL AND NATIVE SOIL. AMEND BACKFiLL AS NOTED IN THE INSTALLATION NOTES, SCARIFY SIDES OF PLANNING HOLE. MAKE SURE HONE HAS GOOD DRAINAGE FOR BARE ROOT PLANTING ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL. SOL 10 ASSURE COVER OF ROOTS ON D004ML SIDE OF PLANT. COMPACT SOIL UNDER ROOT MASS ExNSTNNG NAiIVE SOIL. 3 BARE -ROOT SHRUB PLANTING DETAIL L2 SCALE: N.T.S. MULCH 3' DEEP ALL PLANTING BED AREAS. DISH MULCH AWAY FROM STEMS: PLANT t ROUNDCOVERS 1' ABOVE FINISH GRADE PRIOR TO SPREADING MULCH TOPSOIL SEE LANDSCAPE NOTES FOR SPECIFICATION 00SIING NATIVE SOS. OR NEWLY PLACED TOPSOIL GROUNDCOVER PLANTING DETAIL L2 SCALE: N.T.S. TERRAFORMA PF DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email ofl'sce terraformadesigngrvup.com w� LANDSCAPE NOTES PLANT SCHEDULE *** REPRESENTS PLANTS WHICH ARE CONSIDERED DROUGHT TOLERANT ONCE ESTABLISHED. MIN. 25% REQUIRED. BY CITY. GENERAL: TREES SCIENTIFIC NAME ° UTILITY LOCATION: DETERMINE ALL ABOVE GRADE AND UNDERGROUND UTILITIES BEFORE COMMENCING WORK. ALL WORK TO BE COMPLETED TO SYMBOL COMMON NAME_ QUANTITY SIZE (MIN) SPACING (MAX.) NOTES i RO UGHT TOLERANT AVOID ANY DAMAGE. THiS IS THE RESPONSIBILITY OF THE CONTRACTOR. 1. ALL EXISTING VEGETATION AREAS M RECEIVE NEW LANDSCAPE SHALL BE CLEARED AND GRUBBED FROM THE SITE PRIOR TO COMMENCEMENT OF CHAMAEOCYPAIS OBTUSA GRACILIS 5 W-r HIGH SLENDER HINOKI FALSE CYPRESS AS SHOWN MATCHING FORM, FULL - LANDSCAPE WORK. WITH THE EXCEPTION JUNIPERS IN NORTHERN PARKING AREA. SEE PLAN. ■ -- CORNUS KOUSA CHINENSIS 3 1 1/2" CAL (MIN.) AS SHOWN MATCHING FORM, MIN. BRANCHING HGT. 5' - KOISA DOGWOOD 2. ALL PLANTING BEDS TO RECEIVE A MINIMUM OF 6' OF APPROVED TOPSOIL SLOPE MINIMUM A MOUND AREAS SLIGHTLY + 001INUS OOCVATUS 7 1 1/2' CAL (MIN.) AS SHOWN MATCHING FORM. MIN. BRANCHING NGT 5' *+� 3. ALL PLANTING BEDS TO BE NON -COMPACTED TO A DEPTH OF 18' PRIOR TO PLANTING. AMERICAN SMOKE TREE POW CONTO RTA 4 -r HIGH SPACING (MAX.) MATCHING FORM sss SHORE PINE 4. EXISTING CLAY OR SANDY SOILS SHALL BE AUGMENTED WITH ORGANIC SUPPLEMENTS, SOiL ANALYSIS MAY BE REQUIRED. NOTE: 5. CCCMd1RACTOR SHALL. GUARANTEE PLANTS AND GRASS FOR A MINIMUM OF1 - STEET TREES MEASURED 6' ABOVE GROUND AND ARE 2 'MINIMUM CALIPER. ALL OTHER DmcuOIS TREES MEASURED 4.5 FEET ABOVE ROOT BALL TO VERIFY MIN. CALKER OF 7¢ REQUIRED. IRED. ONE YEAR AFTER APPROVED COMPLETION. - ALL EVERGREEN TRIES MEASURED FROM THE TOP OF GROUND TO UPPER BRANCHES. 6. IMMEDIATELY NOTIFY TERRAFOIRMA DESIGN GROUP OF ANY ADVERSE - ALL TREES TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. ALL TREES TO HAVE SiNGLE TRUNK AND MATCHING FORM. CONDITIONS OR CONFLICTS WHICH MAY AFFECT HEALTH OF PLANT MATERIAL 7. FOR NEW PARKING LOT LAYOUT, GRADING, AND ALTERATIONS TO STEPS OR OTHER PAVING : REFER TO CIVIL ENGINEERING OR ARCHITECTURAL SITE PLANS. PLANTING BEDS: SHRUBS SCIENTIFIC NAME 1. PLANTING BEDS TO HAVE A MINIMUM OF r OF APPROVED THREE WAY SYMBOL COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES DROUGHT TOLERANT TOPSOIL 12' AT ALAS WITH TREES. DEPTH OF SOL IS DETERMINED AFTER SETTLING HAS OCCURED. BEDS TO BE NONCOMPACTED TO A DEPTH OF 18'. PLANTING BEDS TO HAVE MORE SOIL IF NECESSARY TO BE FLASH WITH CURB, F, ---- ------ Pa.YSTICHUM MUNITiA+I � 1 GAlla+l. 12 F�GH AS S#Nt3WN FUII.. 1111. STATED. �s« SIDEWALK OR OTHER PAVED SURFACE. ALL PLANTING SMS TO HAVE POSITIVE DRAINAGE. R --- RHODODENDRON SPP. 63 2 GALLON, 18' M AS SHOWN FULL & BUSHY, WELL SHAPED' - 2. CONTRACTOR TO VERIFY PLANT QUANTITIES AND SQUARE FOOTAGE. NOTIFY HYBRID RHODODENDRON 35 5 GALLON, 24'HRGH AS SHOWN REFER TO NOTE BELOW. TERRAFORMA DESIGN GROUP IF THERE IS A DISCREPANCY. 35 TOTAL RHODODENDRON) USEPARLARGER SIZE FOR TYPE 3 LSC ALONG ROW TO SCREEN INQ 3. ALL PLANT MATERIAL TO BE WELL BRANCHED, FREE FROM DISEASE OR DIFFERENT VMmE1 T FROM OTHERS WTAW) W BE ACCEPTABLE. PEST, AND HAVE A WELL ED ROOT SYSTEM. ALL MATERIAL M MEET AMERICAN ASSO IATION OF NURSERYMEN STANDARD& ___- VIBURNUM DAVIDI , 18' HIGH AS SHOWN DAVID'S VIBURNUM . 4. FERTILIZE ALL PLANT MATERIAL WITH SLOW RELEASE FERIZER PER MANUFACTURER'S RATES. NOTE: 5. PLANT MATERIAL. PLANTED TO BE SAME. AS OR NO MORE THAN 1' HIGHER - ALL SHRUBS MEASURED FROM TOP OF SHRUB TO GROUND TO VERIFY MIN. HEIGHT REQUIRED. THAN CURRENT GROWTH RATE AT FINISH GRABS. - SHRUB SIZES TO BE LARGER IF NEED TO MEET MIN. HEIGHT REQUIREMENTS. WATER PLANTS THOROUGHLY DURING PLANTING AND IMMEDIATELY - ALL SHRUBS TO MEET AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS. FOLLOWING, WAii~R HEAVILY AT FIRST , 3 TIMES PER WEEK, AND L A ONCE - RHODODENDRON: SPECIES TO BE OF MEDIUM MATURE HEIGHT OF 5' MAX IN BEDS ALONG BUILDING AND ESTABLISHED 3' MATURE HEIGHT FOR PLANTS IN PARKING LOT AREAS. PROVIDE OWNER OF SUITADLE SPECIES (DEPENDANT ON LOCATION) AVAILABLE FOR SELECTION. 7, ORGANIC MEDIUM MULCH To BE A MINIMUM OF3' DEPTH IN ALL � SOS. 8. STAKES TO BE COMPLETELY REMOVED BY CONTRACTOR PRIOR TO T YEAR. CHECK QUARTERLY FOR DAMAGE OR ADJUSTMENTS NEEDED. GROUNDCOVER SCIENTIFIC NAME GRASS: SYMBOL COMMON NAME QUANTITY SIZE (MIN.) SPACING (MAX.) NOTES DROUGHT TOLERANT 1. FOR SOD WATERING, FERTLIZING, AND MOWING, FOLLOW MA NU ACTURER`5 ++ ++ + + + +++ + ++ GRASS 1600 SF - + + + - NO NET _ INSTRUCTIONS. + + + + + + + + . +++++++++++++ 1 PERENNIAL RYE MIX SOD 2. INSTALL SOD (NO NET) PER MANUFACTURER'S INSTRUCTIONS. +++a.+++++++++ 30 a v v v v a vvvavvvvvvvvvvvvv ARCTOSTAPHYLLUS UVA-URSA (100 $F) 1 GALLON 24 ' TRIANGULAR FULL, MULTI . STEAMED, HEALTHY as 3. 4' MINIMUM TOPSOIL R0T411LLED TO DEPTH OF 6' WITH TS, RAKE v v v v v a v v v v v v a v v a v vvvvvvvvvvavvvvvv KINNtKINNIK ��t �ryt AND ROLL a D a a a a a a Q a a a a a a a a 4 PROTECT ADJACENT AREAS G EST,Aii#NEN MAGMA CHILG�ST 875 4' POTS 100� FULL. BUSHY MULTI -STIR) 1H 11 BAlRI$N STRAWY (2275 SF 30X) - b. ALL LAIN TD m EDCXD CLEANLY AND MASS TD BE ONLYINDESKkkM • S. INSTALL 1X PRESSURE TREATED[. CU OF LAW AND 275 EXACT PLA N IS TO BE COORDINATED WITH OR „ CREEPING MAHONIA (1500 SF 40�} 1 GALLON 24 TRIANGULAR FULL. NICE FOLIAGE tss RlTA1IVES. IRRIGATION: GAtILTHEIIA SHALLON 65 1 GALLON 2e TRIANGULAR BUSHY, HEALTHY FOLIAGE *�* (216 SF) sALAB. 1. AN IRRIGATION PLAN IS NOT PROVIDED. PLANTER WALL: NOTE: 1. COORDINATE WITH OWNER ON STYLE OF WALL WALL TO BE A MINA THICKNESS - GtOlI1DGOVFR TO NE RAINTED TO ACHIEVE FULL COVERAGE WITHIN THREE YEARS. - ASSUMES A PERCENTAGE DEDUCTED FOR SHRUBS IN BED AREAS. TO ALLOW FOR PLANT GROWTH. USE STTRUC1 1RAL PRODUCT TO WITHSTAND ROOT PRESSURE, PROVIDE DRAINAGE AS NECESSARY. RECOMMEND KEYSIONI TYPE SYSTEM - BT IS THE RESPONSIBILITY OF TPE CONTRACTOR TO VERIFY QUANTITIES AND SQUARE FOOTAGE WITH CAP. INSTALL PER MFG. SPEQFICA71ONS. CALCULATIONS. CONTRACTOR TO PROVIDE All PLANT MATERIAL TO MEET REQUIRED SPACING SITE CONSTRUCTION: 1. IT IS THE RELiTY OF THE CONTRACTOR TO VERIFY AND LOCATE AND EXISTING OR PROD UTILITIES. ANY DAMAGE DONE BY NOT LOCATING, IS THE RESPO01SIBIUTY OF THE CONTRACTOR. 2. REFER TO CIVIL ENG O NG DRAWINGS FOR GRADING, DRAINAGE, AND UTILITY DESIGN. UTILITIES SHOWN ON DRAWING ARE SOEMAIC ONLY. 3. EROSION CONTROL SHALL BE PROVIDED DURING CONSTRUCTION PER CIVIL PLANS. DATE REVISIONS BY 2/23/06 PER CITY COMMENTS MAD 4/5/06 C CURB SIGHT DISTANCE LDR )5/26/06 PERMIT SUBMITTAL ARS )7/03/Oq REV.PER CITY COMMENTS ARS CITY OF FEDERAL WAY: LANDSCAPE CODE 22-1564 GENERAL LANDSCAPING REQUIREMENTS --ALL ZONES (b) ALL OUTSIDE STORAGE AREAS SHALL BE FULLY SCREENED BY TYPE I LANDSCAPING MINIMUM OF FIVE FEET IN WIDTH,.,. (c) SLOPES IN AREAS THAT HAVE BEEN LANDSCAPED WITH LAWN SHALL GENERALLY BE A 3:1 RATIO OR LEM WIDTH TO HEIGHT, TO ASSIST IN MAINTENANCE AND TO AVOW IRRIGATION SYSTEMS TO FUNCTION EfFMTCY. tN OTHER AREAS OF PLANTINGS, A SLOPE OF UP TO 11 RATIO, WIDTH TO HEIGHT, MAY BE USED tF ACCEPTABLE 10. THE PUBLIC WORKS DIRECTOR. UPON REVIEW OF A GEO-TECHNICAL/SOILS STUDY SUBMITTED BY AN APPLICANT TO ENSURE SOL SLOPE INTEGRITY. (d) ALL TRASH ENCLOSURES SHALL EE SCRM® FROM ABUTiiNG PROPERTIES ARD/011 PUBLIC RIGHTS OF WAY BY A 100 PERCENT SIGHT: OBSCURING FENCE OR WALL AND APPROPRIATE LANDSCAPE SCREEN. (e) TYPE III LANDSCAPING. DEFINED IN FWGC 22-1555(c), SHALL BE PLACED OUTSIDE OF SIGHT -OBSCURING FENCES ABUTTING PUBLIC RIGHT-OF-WAYS AND/iXR E:ASnNETNTS». (1) WITH TIE EXCEPTi)N OF LAWN AREAS, AT LEAST 25 PERCENT OF NEW LANDSCAPING MATERIALS (I.e., PLANTS; TREES, AND GROUNDWYERS) SHALL CONSIST OF DROUGHT: TOLERANT SPECIES. ALL D£VELMENTS ARE ENCOURAGED TO INCLUDE NATIVE PACIFIC NORTHWEST AND DROUGHT -TOLERANT PLANT MATERIALS FOR ALL PROJECTS. ABOVE THE ROOT BALLS ROOT HAS OF AT LEAST 1.5 INCHES AT THE TiME OF PLANTING MEASURED 4.5 FEET (h) EVERGREEN TREES SHALL LE A MINIiNUM SIX FEET IN HEIGHT (MEASURED FROM TREE TOP TO M GROUND) AT THE TIME OF PLANTING. (1) SHRUBS SHALL BE A MINIMUM 12 TO 24 INCHES IN HEIGHT (MEASURED FROM TOP OF SHRUB TO THE GROUND) AT THE TIME OF PLANiING BASED ON THE FOLLOWING: (1) SMALL SHRUBS - 12 INCHES. (2) MEDIUM. SHRUBS - 18 INCHES. (3) LARGE SHRUBS - 24 INCHES. Q GRGINDCOVfRS SHALL BE RM70 AND SPACED, USING A TRIANGULAR PLANTING ARRANGEMENT, TO RESULT IN DOTAL COVERAGE OF A LANDSCAPED AREA WITH IN THREE YEARS. (k) AREAS PLANTED WITH GRASS/LAWN SHALL: (1) CONSTITUTE NO MORE THAN 75 PERCENT OF LANDSCAPED AREAS, PROVIDED, THERE SHALL BE AN EXCEPTION FOR IIOFILTRATION SWALES; AND (2) BE A MINIMUM OF FIVE FEET WiDE AT THE. SMALLEST DIMENSION. (1) GRASS AND REQUIRED LANDSCAPING AREAS SHALL CONTAIN AT LEAST FOUR WKS OF TOPSOIL AT FINISH GRAPE. (n) LANDSCAPE AREAS SHALL BE C DVERED WITH AT LEAST TWO INCHES OF MULCH TO MINIMIZE EVAPORATION. W ALL DEVEL.MMENT SHALL. COMPLY V0 H CITY OF FEDERAL WAY STREET TREE REQUIREMENTS. (SEE THE CITY OF FEDERAL WAY RIGHT-OF-WAY VEGETATION STANDARDS AND SPECIFICATIONS MANUAL). (s) ALL WE TYPES SHALL BE SPACED APPROPRIATE FOR THE COMPATIBILITY OF THE PLANING AREA AND THE CANOPY AND ROOT CHARACTERISTICS RACTERISTiC,'S OF THE TREE. (t) ALL PERMANENT LAWN OR SOD AREAS SHALL HAVE PERMANENT IRRIGATION SYSTEMS. ISSUE DATE: DESIGNED BY: DRAWN BY. - PLAN CHECK BY: 1ST SUBMITTAL: 2ND SUBMITTAL: 3RD SUBMITTAL: 4TH SUBMITTAL: 5TH SUBMITTAL: 22-1565 LANDSCAPING TYPES: (c) TYPE I - SOLID SCREEN.. (1) PURPOSE. TYPE L LANDSCAPING IS INTENDED. TO PROVIDE A SOLID SIGHT BARRIER TO TOTALLY SEPARATE iFGMA71BLE LAND USES. THIS LANDSCAPING IS TYPICALLY FOUND BETWEEN RESIDENTIAL AND INCOMPATIBLE NONRESIDENTIAL LAND USE ZONES {R.e., MANUFACTURING PARK AND CITY CENTER OR RESIDENTIAL, ETC.), AND AROUND OUTDOOR STORAGE YARDS, SERVICE YARDS, LOADING AREAS, MECHANICAL OR ELECTRICAL EQUIPMENT. UTILITY INSTALLATIONS, TRASH REC,ETPTACLE% ETC. (2) DESCRIPTION. TYPE I LANDSCAPING SHALL CONSIST OF EVER E N TREES, TAN SHRUBS AND G ROENNDCOVER, WHICH WILL PROVIDE A.100 PERCENT SIGHT -OBSCURING SqI EN WITHIN THREE YEARS FROM THE TIME OF PLANING; OR A COMBINATION OF APPROXIMATELY 75 PERCENT EVEN AND 25 PERCENT DECIDUOUS TREES, WITH AN ALLOWABLE FIVE PERCENT VARIANCE, WITH LARGE SHRUM AND GROUNDCOVER BACKED BY A 100 PERCENT SIGHT-OBSSCURNG, FENCE TREE, SHRUB, AND GOUNDCOVER SPACING SHALL BE APPROPRIATE FOR THE SPECIES. TYPE, AND CONSISTENT WiTH THE. INTENT OF THIS SECTION. (b) TYPE 11 - VISUAL SCREEN. (1) Pam. TYPE. I. LANDSCAPING iS INTENDED. TO CREATE A VISUAL SEPARATION THAT MAY BE LESS THAN 100' PERCENT SIGHT-OBSC URitG BETWEEN INCOMPATiBLE LAND USE ZONE& THIS LANDSCAPING IS TYPICALLY F01NI) BETWEEN COMMERCIAL AND INDUSTRIAL ZONES; HiGH D€NNS1 Y MULTIFAMILY AND SINGLE-FAMILY ZONES; COMMERCIAL/OFFICE AND RESIDENTIAL ZONES; AND TO SCxREM INDUSTRIAL USES FROM THE STREET. (2) DESC RPIIO N. TYPE I LANDSCAPING SHALLBE EVERGRM OR A COMBINATION OF APPROXIMATELY' 60 PERCENT EVERGREEN AND 40 PERCENT DECIDUOUS TREES, WET" AN ALLOWABLE FIVE PERCENT VARRANCF, INTERSPERMD WITH LARGE SHRUBS AND GROUNDCOVER. A SIGHT -OBSCURING FENCE MAY BE REQUIRED F DETERMINED BY THE CDRRC THAT SUCH A FENCE IS NECESSARY TO REDUCE SITE SPECIFIC ADVERSE IMPACTS TO THE ADJACENT LAND USE. TREES, SHRUB, AND CIROtIFNCOVER SPACING SHALL BE APPROPRIATE FRO THE SPECIES TYPE, AND THE INTENT OF THiS SECTION. (c) TYPE II - VISUAL BUFFER. (1) PURPOSE. TYPE II LANDSCAPING IS INTENDED TO PROVIDE PARTIAL VISUAL, SEPARATION OF RISES FROM STREETS AND MAIN ARTERIALS AND BETWEEN C OMiPA11B E USES SO AS TO SOFTEN THE APPEARANCE OF PARKING AREAS AND BUILDING ELEVATIONS. (2) DESCRIPTION. TYPE EA LANDSCAPING SHALL. BE. A MIXTURE OF EVERGREEN: AND DECIDUOUS TREES INTERSPERSED WITH LARGE SHRUBS AND GROUNCOVER. TREE. SHRUB, AND GROUNDCOVER SPACING SHALL BE APPROPRIATE FOR THE SPECIES 7YM AND THE INTENT OF THIS SECTION. (d) TYPE 1V - OPM AREA iANDSCAPNQ (1) PPURINM TYPE IV LANDSCAPING IS PRIMARILY INTENDED TOO PROVIDE VISUAL RELEF AND SHADING WHILE MAINTAINING CLEAR SIGHT LINES TYPICALLY USED WITHIN VEHICULAR PAVED AREAS. (2) DESCRIPTION: TYPE iV LANDSCAPING SHALL CONSIST OF TREES PLANTED WITH SUBPPOR71NNG SHRUBS AND GROUNDCOVEEt SHRUBS SHALL BE PRUNED AT 40 INC KS IN HEIGHT, AND THE LOWEST TREE BRANCHES SHALL BE PRUNED TO KEEP AN ©W--FOOT CI.EARANCE FROM THE GROUND. ONE TREE PER LANDSCAPE ISLAND UP TO 150 SQUARE: FEET SHALL BE PLANTED. ONE ADDITIONAL TREE SHALL BE RATED FOR LANDSCAPE ISLANDS UP TO 305 SQUARE FEET . TREE, SHRUB, AND GROUNDCOVER SPACING SHALL BE APPROPRIATE FOR THE SPECIES TYPE, AND THE INTENT OF THIS SECTION. C9 3 SEE FWCC 22-1567 FOR LOCATION OF TYPE IV LANDSCAPING. Q Nom THE ABOVE CODE IS ONLY A PORTION OF THE REQUIREMENTS OF THE CITY. REFER Y m TO ENTIRE MUNICIPAL CODE FOR ANY UPDATES AND ENTIRE REQUIREMENTS. 1 Q W 0 W FILE # 05=105260=0-0- DEC. 28, 2005 PARKING & ACCESS PLANJ0B "°� a 9THAA-SVENUE RESUBMITTED1882 W PAVILION JUL 0 6 Zo°s 3 DEC. 28, 2005 W FEB. 23, 2006 �iil` OF FEDERAL WAY APR. 05, 2006 LANDSCAPE PLAN DETAILS�ILDINGDEPT. 2 w MAY 26, 2006 JURY 3, 2006 2 w x