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07-100869
FILE ` CITY OF CITY HALL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.corn August 21, 2007 Daniel Nieder Ellayenn's LLC 5363 Kenyon SW • Seattle, WA 98118 RE: File#07-100869-00-UP; LETTER OF USE PROCESS II APPROVAL Pacific Retail, *no site address* South 318`h Street, Parcel#082104-9078 Dear Mr. Nieder: The City has completed the Process II review of the above-referenced application to construct a 3,532 square-foot single-story retail building. The application was submitted to the City on February 16, 2007. The City issued a request for additional information on March 13, 2007; revisions were submitted on April 9, 2007, May 21, 2007, June 8, 2007 and July 18, 2007. The City hereby approves the enclosed site plan,building elevations, and site details,per the enclosed Exhibit A,Findings and Conclusions for File No. 07-100869-00-UP, and pursuant to Federal Way City Code(FWCC) Chapter 22,Article V, "Site Plan Review—Process II." PROCEDURAL INFORMATION Unless modified or appealed, this project approval is valid for a period of one year from the effective date of the decision.The effective date of this decision is August 24, 2007. The applicant is responsible to apply for and receive all applicable construction permits from the City of Federal Way before conducting any work associated with this approval. If no further action is taken within one year of the decision, the decision becomes void. The applicant must also substantially complete construction for the development activity, use of land, or other actions approved by this decision, and complete the conditions(if any) listed in this decision, within five years after the final decision on the matter, or the decision becomes void. A one-time, maximum one-year extension of one of these time limits may be granted by the Director of Community Development Services if the applicant makes such request in writing in advance of the expiration date of the decision. The request must demonstrate that the applicant is making substantial progress on the development activity, use of land,or other actions approved under this article, and that circumstances beyond the applicant's control prevent compliance with the time limits. This decision shall not waive compliance with future City of Federal Way codes,policies, and standards relating to this development. This decision may be appealed by any person who received a copy of this decision pursuant to FWCC Section 22-368. The appeal must be in the form of a letter delivered to the Department of Community Development Services(33325 8ih Avenue South, PO Box 9718,Federal Way, WA 98063-9718), and be accompanied by the established fee, within 14 calendar days after the effective date of the decision. The appeal letter must contain a clear reference to the matter being appealed and a statement of the factual findings and conclusions of the Director of Community Development Services being disputed by the person filing the appeal. Being that you are the only party of record for this project, Nit Nleder August 21, 2007 Page 2 you may waive your right to appeal, thus making the effective date of this approval the same day as the receipt of your waiver of appeal. Should you have any questions about this decision,please contact Laura Kim, Associate Planner,at 253- 835-264i, or laura.kim@cityoffederalway.com. Sincerely, 10;tid— 46-Cearr Kathy McClung, Director Community Development Services enc: Facts and Findings Approved Plans c: Megumi Matsumura,CDA+Pirscher Architects, Inc.,PO Box 55429,Seattle,WA 98155 Laura Kim,Associate Planner 07-100869 Doc.113 41789 FILE CITY OF Federal Way FACTS & FINDINGS FOR PROJECT APPROVAL PACIFIC RETAIL File No: 07-100869-UP The following are findings for approval of the Process II application to construct a 3,532 sqft single-story retail building. The subject property is located behind the KFC on South 318th Street on parcel 082104- 9078. 1. Zoning for the subject site is CC-F(City Center Frame).The CC-F zoning district allows for retail establishments providing general retail use pursuant to Federal Way City Code (FWCC) Section 22-804. The Federal Way Comprehensive Plan (FWCP) designation for the subject site is City Center Frame. 2. This proposed action is exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11800(3). 3. The proposed project is deemed consistent with the site design standards set forth in FWCC Section 22-1634. The proposed site plan incorporates pedestrian friendly amenities such as pedestrian sidewalks and curbing, trash receptacles, landscaping to highlight the building entrances,and bicycle racks. 4. The project is deemed consistent with applicable supplemental guidelines set forth in FWCC Section 22-1638. The entrance facade is clearly recognizable from the right-of-way(South 318th Street) and incorporates facade articulation by means of facade modulation, canopies and window treatments. The front entrance has been decorated with landscape planters to highlight entrance way. 5. The proposed site plan application, and attachments have been determined to be consistent with the FWCP, with all applicable provisions of the FWCC, and with the public health, safety, and welfare. The streets and utilities in the area of the subject property are adequate to serve the anticipated demand from the proposal,and the proposed access to the subject property will not be modified as a result of the proposal. The proposed development is consistent with Process II, Project Approval, decisional criteria required under FWCC Section 22-365. 6. The proposed parking plan is consistent with applicable parking guidelines of FWCC 22-1422. The owner of the adjacent KFC site and the owner of the proposed Pacific Retail have signed and recorded a parking agreement with King County providing that both parties are committed to providing parking for the other propOerty. The applicant has also submitted a parking demand study prepared by a professional traffic engineer demonstrating that peak hours of parking demand for the business or uses which proposed to share parking will not substantially conflict. 7. The proposed application submittal included a signed agreement showing owner authorization of the adjacent property, KFC, for the location of the proposed shared trash receptacle as well as the proposed pedestrian connectivity through Village Inn to Pacific Highway. A final inspection shall be conducted to confirm compliance with conditions of approval. This decision shall not waive compliance with future City of Federal Way codes,policies,and standards relating to this development. Prepared by: Laura Kim, Associate Planner Date: August 21, 2007 Facts&Findings for Project Approval File No:07-1 00869-UP/o0c D 42085 Pacific Retail Page 2 ` DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES {cs �Q 33325 8`h Avenue South CITY t �Tr• PO Box 9718 t '" J Q Federal Way WA 98063-9718 • r av ryuG Q 9 200? 253-835-2607,Fax 253-835-2609 www.mtvolfederalwaN corn GOLD IJENt LNG D WAY RESUBMITTAL FORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents for an active project will notbe accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned ordiscarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: 0 7 - / o a 8- 6 _4 - ® o - U P Project Name: /7cicA ��c Ret Project Address: 1�2 �WY��xc;+ �C �.� Fera� u�c>� l0A Project Contact:1)4A , tAtrk Phone: 206 3b$ — .7 6E- RESUBMITTED ITEMS: #of Copies** Detailed Description of Item �bp,.s Stet A - Re,t)ce c pi, **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : 1,— 0. k._ YYI Letter Dated: 7 / 31/ (Stall Member) OFFICE USE ONLY RESUB#: Distribution Date: e ` q-o- By: S J 1 Dept/Div Name # Description Building Planning _(,a..,.� k- 3 PW Fire Other Bulletin#129—August 8,2006 Page 1 of 1 k:\Handouts\Resubmittal Information CDA+PIRSCHER PIRSCHER ARCHITECTS =" " P.O.BOX 55429 19500 BALLINGER WAY NE CDA STE 200 ARCHITECTS SEATTLE, WA 98155 LETTER OF TRANSMITTAL August 7, 2007 City of Federal Way Attn: Permit Counter PO Box 9718 RECEIVED BY Federal Way,WA 98063-9718 COMMUNITY DEV Project: Pacific Retail WUG 0 9ELOPMENT 2007DEPARTMENT CDA#: 4016 Dear Permit Counter: WE ARE SENDING YOU THE FOLLOWING ITEMS: Shop Drawings Prints Plans Specifications Copy of Letter Change Order Samples Computer Disks Qty. Date Description 1 08/07/07 Resubmittal Information Form 3 08/07/07 Copies Sheet A-1.1 Revised Site Plan THESE ARE TRANSMITTED (as checked below) As requested For approval Approved as is Approved as noted X For your use For review Resubmit REMARKS: Please call if you have any questions. CDA +PIRSCHER ARCHITECTS, INC. Megumi Matsumura Intern Architect CC RESUBMITTED AUG092007 CITY OF FEDERAL WAY BUILDING DEPT. logs piic lion V py['rtfns£:ta l I'ccic U ii) F ILE CITY OF CITY HALL 33325 8th Avenue South Federal Way Mailing Address: PO Box 9718 Federal Way,WA 98063-9718 (253)835-7000 www.cityoffederalway.corn July 31,2007 Daniel Nieder Ellayenn's LLC 5363 Kenyon SW Seattle,WA 98118 RE: File#07-100869-00-UP; REQUEST FOR MORE INFORMATION Pacific Retail Dear Mr.Nieder: The City has completed the Process II review of the above-referenced application to construct a 3,532 square-foot single-story retail building.The application was submitted to the City on February 16,2007. ADDITIONAL INFORMATION REQUESTED The following items were identified in reviewing your application: 1. Remove the monument sign proposed on Tract 'X.' 2. Remove the 4x4 landscape planter so that it is not within the Tract 'X.' 3. Please move the bike rack so that it is not within the Tract 'X.' 4. Label the dimensions of the parking stalls that will be re-striped for when the City calls in the Tract 'X.' Please submit three copies of the revised plan sheet A-1.1 along with the enclosed green resubmittal sheet. Should you have any questions about this decision,please contact Laura Kim,Associate Planner,at 253- 835-2641, or laura.kim@cityoffederalway.com. Sincerely, tQsaitt_tdif.,_ Laura Kim Associate Planner enc: Resubmittal Form c: Megumi Matsumura,CDA+Pirscher Architects,Inc.,PO Box 55429,Seattle,WA 98155 Ann Dower,Public Works Department — Chris Ingham,South King Fire Scott Sproul,Building Department 07-100869 Doc I.D.41783 RESUBMITTED JUL 1 8C2007 CITY OF F ED ERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES BUILDING DEPT. 33325 8th Avenue South 4to, PO Box 9718 Federal Way WA 98063-9718 253-835-2607,Fax 253-835-2609 www.cityoffederalwaN corn RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals. **Please note: Additional or revised plans or documents loran active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: 0 1 - d o g"d �9 - Q d - (J / Project Name: pa.,1 -1( c Petexi- I Project Address: I I_ FQ�i�i G H 1N � 72 I.0 a. (A,A_ Project Contact: 4 0 m... M tS.tht&v tPhone: Za. RESUBMITTED ITEMS: #of Copies** Detailed Description of Item 3 PItaa.- Se sineet A ©,( -for The . 4ee7` dey l desc'- p 7'rvn **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by : QdAf a 1&+,77 Letter Dated: _ 7 l l6/ 47 7Stab Member) OFFICE USE ONLY a1 / RESUB#: Distribution Date: ;�,l8 (ôi By: DV i Dept/Div Name # Description Building Planning tp,✓a k,wt '3 PW _ Fire Other Bulletin#129—August 8,2006 Page 1 of 1 k:\Handouts\Resubmittal Information P I RSCHER CDA Ly ARCHITECTS ARCHITECTS INTERIORS PLANNERS July 13, 2007 Ms. Laura Kim City of Federal Way Department of Community Development Services 33325 8th Ave South Federal Way,WA 98063 PROJECT:Pacific Retail—File#07-100869-00-UP CDA# 4016 SUBJECT:Response to Request for Additional Information Received July 9,2007 Dear Laura: The following represents a written response to your comment letter of July 9, 2007. The drawings have also been modified to respond to your comments. I. The kike rack is not shown on plan sheet CO2 as stated in the resubmittal letter Please label the bike rack appropriately.: The bike rack is now been labeled correctly on sheet CO2. 2. On the topography plan sheet,please label 318th Street.: It is labeled now on Topography plan sheet. Response to Public Works Comment 1. The 10 foot tract X to be shown on plans:Please refer to CO2, the 10'tract label is on plan set at south end of property. We also labeled the 10'tract and 5'future landscape set back on sheet A-1.1.. Alternative parking striping are drawn with dashed lines to show in the event if the road was to be built, the owner can alter the parking arrangement and still comply with the requirement. This completes my response to the planning comments. Please do not hesitate to call if you have any questions. Sincerely, CDA +PIRSCHER ARCHITECTS,INC. Megumi Mat mura Intern Architect Cc: Daniel Nieder RESUBMITTED JOBS\<t)Ifi Pacific Retail Pavili iy\G h t ty\4i.I6 Response to revision 42 leite-.doe JUL 1 8 2007 Carl F.Pirscher,AIA principal CITY OF FEDERAL WAY BUILDING DEPT. F ILE ` CITY OF CITY HALL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.com July 9, 2007 Daniel Nieder Ellayenn's LLC 5363 Kenyon SW Seattle, WA 98118 RE: File#07-100869-00-UP; PACIFIC RETAIL *no site address* Dear Mr.Nieder: The City has reviewed the land use application for construction of a 2,532 square-foot,single-story retail building.The formal application,submitted on February 16, 2007, was determined to be complete on April 17, 2007.The information on the May 21, 2007 resubmittal,has been reviewed and the following technical information must be provided before preliminary approval. Laura Kim, Planning Department, 253-835-2641, laura.kim@cityoffederalway.com 1. The bike rack is not shown on plan sheet CO2 as stated in the resubmittal letter. Please label the bike rack appropriately. 2. On the topography plan sheet,please label 318th Street. Ann Dower,Public Works Department,253-835-2732,ann.dower@cityoffederalway.com The application continues to eliminate the 10-foot-wide Tract X. The city has required and obtained a similar, but larger,Tract X on the adjacent property(see enclosed exhibit)and must require this project to do likewise for future road connections. Frontage improvements will not be required within the Tract X at this time. Please submit three(3)copies of any revision with the enclosed Resubmittal Information Form. Please be advised that with the request for additional information,the 120-day maximum review time frame is suspended,and it will be restarted within 14 days of the date of your complete response to this request. Please let me know if you have any other questions. I can be reached at 253-835-2641 or laura.kim@cityoffederalway.com. cerely, aura Kim Associate Planner enc: Rcsubmittal Fonn Public Works Exhibit c: Ann Dower,Public Works Sanjeev Tandle,Traffic Scott Sproul,Building Chris Ingham,South King Fire Megumi Matsumura,Agent,CDA+Pirscher Architects,Inc,PO Box 55429, 19500 Ballinger Way NE,Ste 200,Seattle,WA 98155 Dec.1.D.41 197 CITY OF MEMORANDUM Federal Way Public Works Department DATE: 7/2/07 TO: Laura Kim FROM: Ann Dower SUBJECT: PACIFIC RETAIL- (07-100869-00-UP) *NO SITE ADDRESS* The information provided on May 21, 2007 has been reviewed. The application continues to eliminate the 10 foot wide Tract X. The city has required and obtained a similar, but larger,Tract X on the adjacent property (see enclosed exhibit) and must require this project to do likewise for future road connections. Frontage improvements will not be required within the Tract X at this time. .>••a I! i> - ',' ,i.<,1 ---------F----i---7-- -- ---5_OIt1N_S _ - ---- _ __Az -- - - 1 Tr-,-_, ,--7 -- _ _ _A ‘I V F - - - - 11._11(' ' LJ J ' :1. I - -f ( ,i LJ 1 n -1 ~ - H 14 - - r — —1 = ' ,- -7-..7- (7-.„ - 1 ___ _xi ________J L _ik . __z z G - G ..- • v E l� iiiiiPilll/ ld G14 G14 J . 1 I I I I I I I ILLS l L11111_I I l_I 111 ITh -9 e III IIIIII IIIJ _ i1-H-{-f-1-f{I) li raw i rn RETAIL 13 As - .f cu,_ , ..,,,,',..r c. 1 __ _____ si o>0 b• _ ______ E[ rnF--1 • • ¢¢ x. 1 q 106'-" =kel ' .,tp, ,. - 6:at ::::6:SGaii.G::iG.eR� v/ //. may'%%// �: 11H1111111111 11111 / - 1: '/- ,";',,, 6 E ii;///i/- ,,,,,,,,,/, , ,;,_,, -___ , ,,_- - /,,;,r 7,/.„1 .'/./ in I3 I `` , 1 ( II II I I IC� _ _ oF - • I -10' ' a ■• N -= t 1 a—i- -I fi---- I/ ,_____ --, _ i I SITE PLAN RA�T ID- . - CDA PAVILION CENTRE II a ,,, ,o e, FEDERAL WAY, WA ....� EXHIBIT 0 prtryFisES ✓MI F.NT OF COMMUNITY D$3332VELOPMENT5 8u Avenue SERVICllSSouth CITY OF MAY 2 200 PO Box 9718 Federal Way WA 98063-9718 Federal Wa c'N of FED 253-835.2607;Fax 253-835-2609 Y BUILDING pRA t wAY www.cieyoffederalwav,corq PT RESUBMITTAL INFORMATION This completed form MUST accompany all resubmitta/s. "Please note Additional or revised plans or documents for an active project will not be acwepted unless accompanied by this completed form. Malted resubmittals that do not Include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items In person and to contact the Customer Service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: 6 Z, - . . - - -Q_-_ - Project Name: Project Address: 3172.1 &N Project Contact: leifitiAkVA glititAMIA.101k Phone: 206 36k' gar //5 RESUBMITTED ITEMS: #of Copies** Detailecl Description of Item 11404 /4 ecrt?11ta i . l **Always submit the same number of copies as required for your initial application.** Resubmittal Requested by: L i *alio% Letter Dated: 4 i /7/ 67 r.y;,:��:. ',�I,`,;..;.. 'j�ti�w"•. 1ti ;.' i,� Set �Stef ..1m, :. �,, ..., .x- '•. r} �Q.. ; ...��u - �VY. � � �1 •y�Mti�:rA$ �,�::.5,r, o r� 1 ,Ofi •,....A.;S�:d�. ::... .a}:.., :H y.�.. irin�•lia' ?. .ai1:S r..iL! i� � lil i � ;i�::+rg il;��-� !'%'r� 4fi! RESUB Distribution ate: By: / Dept/Div Name # Description Building Planning ^G�,t2��— PW ---� , Fire Other Bulletin MI29—August 8,2006 Page 1 of 1 k;\tiandoute\Resubmittal Information wEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES ckES\ya 33325 8th Avenue South CITY OF N 0 100� PO Box 9718 � �py Federal Way WA 98063-9718 FE :deral Fcn . • 253-835-2607;Fax 253-835-2609 -Tv O�N(�0� www.ciVoffederalway.com RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals **Please note: Additional or revised plans or documents for an active project will not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number of copies will be returned or discarded. You are encouraged to submit all items in person and to contact the Customer service Counter prior to submitting if you are not sure about the number of copies required. ** Project Number: l - I ' 1i ( - 06 -t( 161 r Project Name: Ql,[,c,�� &Acta Project Address: 3 l 1 D-( cikCAPlC.,. -� , n I Project Contact: tit4 e: RESUBMITTED ITEMS: #of Copies** Detailed Description of Item *"Always submit the same number of copies as required for your initial app/ication.** Resubmittal Requested by : Letter Dated: / / ern er r t� slet � a s ' 8 RESUB#• Distribution Date: • By Dept/Div Name # Description Building lK Planning WM-a_ PW ��� -k(A) Fire Other Bulletin#129—August 8,2006 Page 1 of 1 k:\Handouts\Resubmittal Information RECEIVED BY COMMUNITY DEVELOPMENT DEPARTMENT CDA+PIRSCHER JUN 0 8 2007 PIRSCHER ARCHITECTS • • P.O.BOX 55429 19500 BALLINGER WAY NE CDA STE 200 ARCHITECTS SEATTLE, WA98155 LETTER OF TRANSMITTAL 6/6/2007 Ms. Laura Kim Planning Department City of Federal Way P.O. Box 9718 Federal Way, WA 98063-9718 Project: Pacific Retail CDA#: 4016 Dear Laura: WE ARE SENDING YOU THE FOLLOWING ITEMS: Shop Drawings Prints x Plans Specifications Copy of Letter Change Order Samples Computer Disks Qty. Date Description 3 6/6/07 Sheet A-2.1 THESE ARE TRANSMITTED (as checked below) As requested For approval Approved as is Approved as noted For your use x For review Resubmit REMARKS: Dear Laura, Thank you very much for informing me of a missing sheet and accommodating the mail in. Enclosed are the 3 copies. If you needed any thing else or any questions, please let me know. Thank you, II Megumi Matsumura CDA +PIRSCHER ARCHITECTS, INC. RESUBMITTED JUN 0 8 2007 CITY OF FEDERAL Ir WAY ;1 .e ,1: r>;�,>, „5: 1�_ a.doe BUILDING DEPT. E 4 j P I Rs C H E R RESUBMI TIED CDA ARCHITECTS MAY 212007 A RCHI TECTS I NTERIORS F SITS'C DFE14 BUILDING DEPT. May 17, 2007 Ms. Laura Kim City of Federal Way Department of Community Development Services 33325 8t°Ave South Federal Way,WA 98063 PROJECT: Pacific Retail—File#07-100869-00-UP CDA# 4016 SUBJECT:Architectural Response to Request for Additional Information Received April 30,2007 Dear Laura: You have raised several planning issues with regards to the Pacific Retail project application. I will attempt to respond to each point raised in sequential order. 1. Principal Building Façade to Face 318 St.: The principal building entrance is most clearly depicted on both the.floor plan, drawing A-2./ to be located at the SW chamfered corner of the building and the south and east building elevations drawing on drawing A-5.I. This entrance will be clearly visible to 318'"ST. (which is not in fact a dedicated right-of-way)and Pacific Highway South which is a dedicated street and from which we take our primary access .We have emphasized this as being the principal building entry by proposing a heightened and more elaborate building facade at this entry location than at other building faces. 1 believe this solution clearly meets the requirement that the"principal entrance facade shall face on,face, or clearly be visible from the right-of-way", 2. Show Bicycle Rack Location: We have added a bicycle rack on both the architectural site plan drawing and drawing Clease see attached revised drawings). 3. Please Label 318th Street: We have labeled 318 th Street on all plans. 4, Please Indicate Pedestrians to adjacent Buildings, Parking and Public Right-of-Way: We have been unable to fully comply with this requirement because of the unique "landlocked" nature of this site. We have provided a continuous side walk at the building frontage(east and west face of the building) that extends from the landscape setback at the northern property line to a pedestrian plaza that we are proposing at the south property line(less the required landscape setback at the south property line), Without City approval to eliminate a portion of the perimeter landscaping at the north and south property lines, this sidewalk essentially goes nowhere (note: even with such City approval the ownership of the property to north and south has not been coorperarive in facilitating such connections). We also have no rights to extend a sidewalk to the east across the neighbor's property without severely affecting the layout of our neighbor's operations-something they have rejected. Extending a sidewalk farther to the west than show on our plans faces some extreme grading issues, and will essentially go nowhere without cooperation with the property h'1.IO(4Sl.tn 16 I'.ici1ic RetaiI Pity itiot)1Wh1CItv'I,t(1(6 Rciponsc to adtttiti.ontti infittn1t111)I requot-raiscti.(toc Carl F.Pirscher,4/A principal 19500 Bellinger Way NE Suite 200 PO BOX 55429 X t I Shoreline. Washington 98/33 P Tel: (206)-368-9668 Fax:(206)-368-9558 owner to the west. ,est opportunity we will have in meeting the spt __rid intent of this part of the code is when 318`"Street is fully constructed. 5. Demonstrate That 40%0 of Ground Level Principal Façade Along 318m Contains Transparent Glass: The principal facade that faces 318`"St is approximately 687 SF of which 319 SF is clear glazing which totals approximately 46.4%. 6. Landscaping Shall be Used to Highlight Building Entrances, Plazas, etc.: We have added two concrete planter boxes to the plaza area at the south building frontage for greater definition and interest. 7. Bike Rack Location:Please see response to item 2 above. 8. Show Parking Calculations on CO 2 (all site drawings): We have added the calculations required and double checked to vert that all plans comport one with the other. Response to Public Works Comment I. The 10 foot tract X to be shown on civil plan: Please refer to CO 2, the 10'tract added to plan set at south end of property. 2 stalls on the south end of the property were revised to compact stalls to accommodate the 10'tract so that no encroachment would occur. This completes my response to the planning comments. Please do not hesitate to call if you have any questions. Sincerely, CDA +PIRSCHER ARCHITECTS,INC. INVIejki c . Megumi Matsumura Associate enclosure cc P•Vt)1:{S 1111i I'1u,iie Retail Pavilion\\4'p'.(:'it}\4i)IG lt.t!Spouse Cu olldkioua,i,11n17natii,n tY{Iuesl'ro,ised.Opc Cart F Pirscher,4IA principal 19500 Ballinger Way NE Suite 200 PO BOX 55429 Shoreline, wYashinig:on 98155 Tel; (206)-368-9668 nut:(206)-368-9558 FILE CITY OF CITY hL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way,WA 98063-9718 (253)835-7000 www.cit yoffederal way.corn April 17, 2007 Daniel Nieder Ellayenn's, LLC 5363 Kenyon SW Seattle, WA 98118 RE: File#07-100869-00-UP; COMPLETE APPLICATION,ADDITIONAL INFORMATION REQUESTED Pacific Retail, *no site address* Dear Mr. Nieder: On February 16, 2007,the City of Federal Way's Department of Community Development Services received a Process II Land Use application for proposed construction of a 3,532 square-foot single-story retail building located behind the KFC in the Pavillion Centre. Additional information was sent on April 9, 2007.The zoning for this site is City Center Frame(CC-F). According to code regulations,upon receipt of an application the City has 28 days to determine whether all information and documentation required for a complete application pursuant to Federal Way City Code(FWCC) Section 22-33 has been submitted. NOTICE OF COMPLETE APPLICATION Please consider this letter as a Letter of Complete Application. Pursuant to the FWCC, the Process II applications are deemed complete as of April 17, 2007. A 120-day time line for reviewing the Process 11 applications has started as of this date. The City has 120 days from the date that an application is deemed complete to take action on the application.However,the 120-day time line can be stopped at any time that the City requests additional information. You will be informed of the status of the 120-day time line at any time that you are notified in writing that additional information is needed, as noted below. Additional Information Requested Laura Kim,Planning Department,253-835-2641,laura.kim@cityoffederalway.com 1. In the preapplication conference held October 5,2006,the applicant was informed that the principal facade shall be located toward the south of the building. In the submitted formal application,the building facade is facing east. Principal entrance facades shall front on, face, or clearly be recognizable from the right-of-way, and/or from the principal pedestrian right-of-way pursuant to FWCC 22-1638(c)(2). In this case,the right-of-way shall be 318`h Street. 2. Show where the bike rack will be located on the site plan, sheet CO2. 3. Please label 318th Street. 4. Please clearly indicate where the pedestrian connections are provided to adjacent buildings,parking, and public rights-of-way. 5. Please show that 40%of ground level principal facade located along a right-of-way(318th Street) contain transparent glass. Mr.Nicder April 17,2007 Page 2 6. Pursuant to FWCC 22-1638(c)(a), landscaping shall be used to define and highlight building entrances,plazas, etc. 7. Please show where the bike rack will be located on the site plan, sheet CO2. 8. Please include on the CO2 plan sheet the parking calculations for general retail at the rate of 1 parking stall for each 300 square feet of gross floor area, as well as for the fast food restaurant at the rate of I parking stall for each 100 square feet of gross floor area pursuant to FWCC 22-804. According to the measurements of the gross floor area given on the plan sheets submitted, as well as King County Records,requirements for parking are: KFC—2,040 square feet, Pacific Retail —3,532 square feet, requiring 21 KFC parking stalls, and 12 Pacific Retail parking stalls, requiring a total of 33 parking stalls. However, in an April 1 1,2007 phone conversation, you explained that the 31 parking stalls that were shown on the plans met the required parking stall minimum of Federal Way pursuant to the definition of Square footage of Gross Floor Area in FWCC 22-1. Measuring the gross floor area according to FWCC means the total square footage of all floors...in a structure as measured from either the interior surface of each exterior wall of the structure, etc. Include your calculations of parking requirements on the plan sheets for the required parking.Note that pursuant to FWCC 22-1379 if the formula for determining the minimum and maximum number of parking spaces results in a fraction,that fraction will be rounded up to the next higher whole number. The landscaping plan sheet only depicts 30 parking stalls. Please change the number of parking stalls on the landscaping plan sheet to match that of the intended proposed amount of parking stalls, 31,as shown in the site plan sheet, CO2. Ann Dower, Public Works, 253-835-2732, ann.dower@cityoffederalway.com Civil Plans l. In the preapplication conference, the applicant was informed that a 10-foot tract would need to be set aside along the south property line for future right-of-way dedication for South 318t Street.The 10- foot tract X must be shown on the plans and should not encroach upon required parking spaces or building setbacks. Sanjeev Tandle,Traffic Engineer,425-458-6200,standle@parametrix.com I. There are no traffic-related technical comments based on the site plans. We have received the concurrency application for this project. The Concurrency Permit process will determine if any additional traffic analysis and/or traffic mitigation fees apply. SUMMARY In summary, applicant responses to technical comments for the Process III and SEPA applications are necessary before additional project review can proceed and the environmental determination can be issued. With this request for additional information,the 120-day maximum review time frame is suspended, and it will be restarted within 14 days of the date of your complete response to this request. When resubmitting requested information, please provide four copies of any plans, in addition to the green resubmittal form. CANCELLATION Pursuant to FWCC Section 22-34, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and 0;-I0o6co Doc.1.D.40461 Mr.Nieder April 17,2007 Page 3 void and the City shall have no duty to process,review, or issue any decisions with respect to such an application. If you should have any questions regarding this letter or your development project,please feel free to call me at 253-835-2641 or laura.kim@cityoffederalway.com. Sincerely, d)oititAitaso-4,1 Laura Kim Associate Planner enc: Resubmittal Form c: Ann Dower,Public Works Sanjeev Tandle,Traffic Scott Sproul,Building Chris Ingham,South King Fire 07-Iooso9 Doc.L D.40461 Return Address: MATTHEW B STRAIGHT OSERAN HAHN SPRING & WATTS PS 10900 NE 4TH ST STE 850 BELLEVUE WA 98004 KING COUNTY AUDITOR/RECORDER'S INDEXING FORM DOCUMENT TITLE(S): 1. RECIPROCAL PARKING EASEMENTS REFERENCE NUMBER(S)OF DOCUMENTS ASSIGNED OR RELEASED: N/A Additional reference numbers are on page N/A of document. GRANTOR(S): 1. NIEDER FAMILY, L.L.C., a Washington limited liability company 2. ELLAYENN'S, L.L.C., a Washington limited liability company Additional names on page N/A of document. GRANTEE(S): 1. ELLAYENN'S, L.L.C., a Washington limited liability company 2. NIEDER FAMILY, L.L.C., a Washington limited liability company Additional names on page N/A of document. LEGAL DESCRIPTION: (abbreviated i.e. lot, block, plat, section, township, and range) Ptn. E1/4 S1/2 SE1/4 SE1/4 S8 T21N R4 Full legal description is on page 6 of document. ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER: 082104-9078, 082104-9229 The Auditor/Recorder will rely on information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. RECIPROCAL PARKING EASEMENTS On this 2-S day of February, 2007, the NIEDER FAMILY, L.L.C., a Washington limited liability company (the "Nieder Family"), and ELLAYENN'S, L.L.C., a Washington limited liability company ("Ellayenn's"), grant these RECIPROCAL PARKING EASEMENTS (these "Easements") to each other. RECITALS A. The Nieder Family owns real property legally described on the attached Exhibit A("Parcel A") and graphically depicted on the attached Exhibit C, which has been developed and is currently being used by a tenant to operate a restaurant with seventeen (17) parking stalls; and - 1 - C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 RESUBMITTED APR 0 9 2007 CITY OF FEDERAL WAY BUILDING DEPT. B. Ellayenn's owns real property legally described on the attached Exhibit B ("Parcel B") and graphically depicted on the attached Exhibit C, which is a vacant lot adjacent to Parcel A; and C. Ellayenn's expects to develop a commercial retail building on Parcel B with approximately fourteen (14) parking stalls; and D. Grantor and Grantee deem it beneficial for the owners of Parcel A and Parcel B to increase each Parcel's parking capacity by allowing each Parcel's owners, tenants and invitees to park on either Parcel. NOW, THEREFORE, for valuable consideration, the parties agree as follows: 1. Grant of Easement to Ellayenn's. The Nieder Family hereby grants and conveys to Ellayenn's a perpetual, nonexclusive easement ("Parcel A Parking Easement") over, across and on any paved portion of Parcel A necessary to access and park vehicles in all Parcel A's parking stalls now existing or hereafter constructed on Parcel A. The purpose of this Easement is to allow Parcel B's owners, tenants and invitees to park on Parcel A while conducting business on Parcel B. 2. Grant of Easement to Nieder Family. Ellayenn's hereby grants and conveys to the Nieder Family a perpetual, nonexclusive easement ("Parcel B Parking Easement") over, across and on any portion of Parcel B necessary to access and park vehicles in all Parcel B's parking stalls hereafter constructed on Parcel B. The purpose of this Easement is to allow Parcel A's owners, tenants and invitees to park on Parcel B while conducting business on Parcel A. The right to park on Parcel B commences when the construction of the commercial project and parking stalls on Parcel B is complete. Further, if Parcel B ever obtains the legal right to enter and exit Parcel B from the private roadway directly to the south (South 318th Street), then Nieder Family, its tenants and invitees shall have a perpetual non-exclusive easement for vehicular ingress and egress across Parcel B and onto such roadway through the curb cut installed on Parcel B. 3. Use and Restrictions. The owner of each Parcel may place reasonable restrictions on the use of the parking spaces located on its property. Such restrictions may include prohibitions against oversized vehicles and overnight parking or overlong (e.g., more than four hours) parking. Each owner has the right to tow vehicles parked on its property in violation of its parking restrictions, as allowed by Federal Way Municipal Code. Each owner may delegate to its tenants the right to tow. The parties intend that any such restrictions for either Parcel be consistent with retail practices for increasing customer visits. 4. Relocation of Parking Stalls. The owner of each Parcel may move or relocate stalls on its Parcel so long as the changed location does not materially impede the ability of customers to park in the Parcel's parking spaces. Parking stalls may be eliminated by either Parcel owner if reasonably necessary in connection with the development or redevelopment of its Parcel. -2 - C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 5. Mutual Indemnity. The owner of each Parcel shall defend, indemnify and hold harmless the owner of the other Parcel from all claims, causes of action, liability, damages and expenses of any nature whatsoever (including attorneys' fees and costs) resulting from any injuries to any person or damage to property which occurs, or is alleged to occur, in connection with the use of the Parking Easement as herein specified by such owner, its agents, tenants and invitees. 6. Maintenance Needs. The owner of each Parcel shall determine the necessity for reasonable maintenance and/or repairs of the parking stalls or access to parking stalls located on its property and shall cause such work to be performed at its sole expense. 7. Insurance. Each Parcel owner shall obtain and keep in force at all times, commercial general liability insurance with an insurer rated at least A-, in an amount of not less than Two Million Dollars ($2,000,000) combined single-limit per occurrence or, alternatively, Two Million Dollars ($2,000,000) in the annual aggregate for injury to persons (whomsoever) and damage to property (whatsoever) occurring in connection with the exercise by Grantee (or its agents, contractors, tenants, invitees, successors and assigns) of any right, or performance of any duty created by this Agreement including, but not limited to, the performance of any construction, repair and replacement work of any nature whatsoever required or permitted under this Agreement. 8. Notice. Any notice required by these Easements shall be served personally (including delivery by commercial courier service) or shall be mailed by registered or certified mail to the Authorized Agent of the owner entitled to notice. All notices shall, for all purposes, be deemed delivered (a) upon personal delivery (including commercial courier service), or (b) on the third (3rd) day after mailing when mailed by registered or certified mail, postage prepaid, and properly addressed. 9. Enforcement. The rights and obligations created hereunder may be enforced through any means available at law or in equity by the either Parcel owner or their assigns. 10. Attorneys' Fees and Costs. Any controversy or claim relating to these Easements shall be resolved in King County Superior Court. The prevailing party in such action, as determined by the court, shall recover from the non-prevailing party all of its attorneys' fees and costs incurred therein. 11. Waiver. No failure to exercise any right created hereunder or to insist upon strict compliance with these Easements, and no custom or practice at variance with the terms of these Easements, shall constitute a waiver of the right to demand exact compliance with the terms of these Easements. -3- C:1Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 12. Severability. Invalidation of any provision or application of a provision of this Easement by any court shall not affect any other provisions or applications. 13. Binding Effect. These Easements shall be binding upon, and shall inure to the benefit of, Ellayenn's, the Nieder Family, their tenants and successors. 14. Modification. These Easements may only be modified by a written agreement signed by the then owners of Parcel A and Parcel B, which agreement must be acknowledged and then recorded with the King County Recorder's Office. DATED the day and year first above written. GRANTOR: GRANTEE: NIEDER FAMILY, L.L.C., ELLAYENN'S, L.L.C., a Washington limited lia ility company a Washington limited liability company By: ' 6*\ "/K - By: "'N\ . 14.,A-4/\ DANIEL A. NIEDER DANIEL A. NIEDER Its: General Manager Its: General Manager STATE OF WASHINGTON ) ) § COUNTY OF KING ) I certify that I know or have satisfactory evidence that DANIEL A. NIEDER who appeared before me, is the person who acknowledged that he signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it as the General Manager of NIEDER FAMILY, L.L.C., a Washington limited liability company, to be his free and voluntary act of such Grantor for the uses and purposes mentioned in this instrument. APRIL- Dated: Fo tart S , 2007. o A p Pri ame: iP y4 CCU e-N �� NOTARY PUBLIC in an fo a state of o '• Washington residin ' U77 C <1;••o•�/8T 1 :.•' My appointment expires O//1a/09 �a Ouw�y # -4- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 STATE OF WASHINGTON ) ) § COUNTY OF KING ) I certify that I know or have satisfactory evidence that DANIEL A. NIEDER, who appeared before me, is the person who acknowledged that he signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it as the General Manager of ELLAYENN'S, L.L.C., a Washington limited liability company, to be his free and voluntary act of such entity for the uses and purposes mentioned in this instrument. AMU- Dated: E uar, S , 2007. (SEAUSTAMP) ,NNrrr r tr •••.� ,E3A.N"' y 7� 'E A? • /�l&C/SEA/ •.•• ,•�oMM. F�•. ••,. Prl ame: � N�Tgq� '•� NOTARY PUBLIC�n a f e state of _ * ®•o Washington residing-inLf ,97 7 G •n aLIcL O/ My appointment expires O9//4 /09 $7 GT O ; -5- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 • EXHIBIT A Legal Description of the Nieder Family Property, "Parcel A" PARCEL A: 082104-9229 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet; thence southerly parallel with the west line of said east quarter 110 feet; thence east parallel with the north line of said subdivision 132.60 feet, more or less, to the west margin of said primary state highway no. 1; thence northerly along said margin 110 feet, more or less, to the point of beginning. -6- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 EXHIBIT B Legal Description of Ellayenn's Property, "Parcel B" PARCEL B: 082104-9078 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet to the True Point of Beginning of this subdivision; thence west along said north line 131.56 feet, more or less, to the west line of said east quarter; thence southerly along said west line 110 feet; thence east parallel to the north line of said subdivision 131.56 feet, more or less, to a point south of the True Point of Beginning as measured parallel with the west line of said east quarter; thence north to the True Point of Beginning. -7- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Recip Park.doc 2/14/2007(dn) #22122.002 PACIFIC HWY S 20 0 20 40 so0•os'1s"w SCALE IN FEET 110.00' • • • • ' • KFC ADDRESS: 31717 • in .. . . PARCEL A N � N rn ' .L _ PARCEL # its co 0821049229 : : co . . .S00'03'S6"W . . . • : 110V0.' PARCEL B M: PARCEL # on 0821049078 z N00'03'56"E .•:•.• 110.00' EXHIBIT C From: Sanjeev Tandle To: laura.kim@cityoffederalway.com • Date: 4/13/2007 10:14:44 AM Subject: Pacific Retail There are no traffic-related technical comments, based on the site plans.We have received the concurrency application for this project. The Concurrency Permit process will determine if any additional traffic analysis and/or traffic mitigation fees apply to the project. • CONSENT TO ACTION IN LIEU OF SPECIAL MEETING OF ELLAYENN'S, L.L.C. Effective for all purposes on AJJ ( 2 b , 2007, the undersigned, being all of the Members of the above Company, hereby consent, agree to and ratify the following resolutions in lieu of a special meeting of Members, and do hereby unanimously adopt the following resolutions, as follows: RESOLVED: That Daniel A. Nieder and Ann L. Nieder are each vested with complete authority to sign on behalf of the Company for any real estate matters regarding that certain real property owned by the Company in Federal Way, Washington legally described on Exhibit A ("Federal Way Parcel `B' "); and RESOLVED, FURTHER: That the following grant of easements by the Company to Nieder Family, L.L.C. for Federal Way Parcel `B' are hereby approved: 1) Easement for access and utilities, and 2) Easement for Reciprocal Parking. Sole Member of Ellayenn's L.L.C. ANN L. NIEDER Trustee of Ann L. Nieder Living Trust UTA RESUBMITTED APR 0 9 2007 CITY BUILDINGOWAY DEPT. 9 EXHIBIT A Legal Description of Company Real Property, Federal Way Parcel `B' PARCEL B: Tax ID# 082104-9078 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet to the True Point of Beginning of this subdivision; thence west along said north line 131.56 feet, more or less, to the west line of said east quarter; thence southerly along said west line 110 feet; thence east parallel to the north line of said subdivision 131.56 feet, more or less, to a point south of the True Point of Beginning as measured parallel with the west line of said east quarter; thence north to the True Point of Beginning. C:1Documents and Settings1Daniel Nieder\Local SettingslTemporary Internet FilesIOLKB1Consent for Recip Eases by Ellayenn's(2).doc 4/4/2007(dn)9 98157.008 f CONSENT TO ACTION IN LIEU OF SPECIAL MEETING OF NIEDER FAMILY, L.L.C. Effective for all purposes on WAVY 22) , 2007, the undersigned, being all of the Members of the above Company, hereby consent, agree to and ratify the following resolutions in lieu of a special meeting of Members, and do hereby unanimously adopt the following resolutions, as follows: RESOLVED: That Daniel A. Nieder and Ann L. Nieder are each vested with complete authority to sign on behalf of the Company for any real estate matters regarding the real property owned by the Company in Federal Way, Washington legally described on Exhibit A ("Federal Way Parcel 'A' "); and RESOLVED, FURTHER: That the following grants of easements by the Company to Ellayenn's, L.L.C. for Federal Way Parcel 'A' are hereby approved: 1) Easement for access, dumpster use, and utilities, and 2) Easement for Reciprocal Parking; and RESOLVED, FURTHER: That this Consent to Action may be signed in Counterparts. Each counterpart shall be deemed an original and, when taken together with the other signed counterparts, shall constitute one fully executed Consent. X. kAA:z% DANIEL A. NIEDER, DANIEL A. NIEDER, as Trustee of as Trustee of Nieder Grandchildren's Irrevocable Trust#1 Nieder Grandchildren's Irrevocable Trust#2 fbo DEVRA ALIZA NIEDER utd 12/26/95 fbo JILLIAN GABRIELLE NIEDER utd 12/26/95 �.,, .. - Ill AAA JILLIAN G. NIEDER, DANI L A. NIEDER, as Trustee of as Trustee of Nieder Grandchildren's Irrevocable Trust#3 Nieder Grandchildren's Irrevocable Trust#6 fbo DANIEL ALAN NIEDER utd 12/26/95 fbo SAMANTHA ACUNTO utd 12/26/95 00--1 JILLIAN G. I ER DANIEL A. NIEDER, Member Managing Member ANN L. NIEDER, Managing Member RESUBMITTED APR 0 9 2007 CITY OF FEDERAL WAY BUILDING DEPT. EXHIBIT A Legal Description of Company Real Property, Federal Way Parcel 'A' PARCEL A: Tax ID # 082104-9229 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet; thence southerly parallel with the west line of said east quarter 110 feet; thence east parallel with the north line of said subdivision 132.60 feet, more or less, to the west margin of said primary state highway no. 1; thence northerly along said margin 110 feet, more or less, to the point of beginning. C:1Documents and Settings\Daniel Niede\Local Settings\Temporary Internet Files\OLKBtConsent for Both Eases.doc 4/4/2007(dn)#98157.008 Mar 26 2007 2: 22PM ❑INC0 2068385205 P. 8 R E S U B M I- MENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8th Avenue South PO•Box 9718 CITY CIF APR u 0 ZOO? Federal Way WA98063 9718 Federal Way 253-835-2607;Fax 253-835-2609 CI BUILDITY OF NG WAY www.cityoffederalway.com DEPT. RESUBMITTAL INFORMATION This completed form MUST accompany all resubmittals "Please note: motional or revised plans or documents for an active project Rill not be accepted unless accompanied by this completed form. Mailed resubmittals that do not include this form or that do not contain the correct number ofcopies rri/l be retumedordiscarded. You am encouraged to submit all items in person and to contact the Customer Service Counter prior to submitting if you are not sum about the number of copies required. •' Project Number: 0 7 _.j . 0 0 8 6 ? - 0 0 - U P Project Name: Pct c-zt c Reto l Project Address: 31717 Pa.r if i c; H W Y S . f Q UUa - k)A , Project Contact; [Ain't t\[ PA( Phone: iob .-604 —63 2 Z RESUBMITTED ITEMS: #of Copies " IleMljed Description of Item i8 ` ` a•c�vt'Ty Ma-) r.ei c�rre c 1 A I;oc t oii I ,TTI�e, pa.rk�t ,y i/ ; l,f cess Acre eAA t 5 c1f/t J1 t) t--e�tJfS * Always submit the me number of copies'as required for your initial application." Resubmitted Requested by : Lai/tr i m Letter Dated: 3 / J3 i 07 (SINT Member .��z 4p•r � rt �5..w `�f',.ty .... • 4 F,V p „, �, y �il ?Gl rtrsm" e.4 RESUB Distribution Date: By: 211,0111 roF Dept'Div Name # Description BB�Tiding ✓Manning PW Fire Other Bulletin#129-August 8,2006 Page 1 of 1 k:\Handouts\Resubmittal Information Return Address: MATTHEW B. STRAIGHT Oseran Hahn Spring &Watts, P.S. 10900 NE 4th Street, Suite 850 Bellevue, WA 98004 KING COUNTY AUDITOR/RECORDER'S INDEXING FORM DOCUMENT TITLE(S): 1. ACCESS AND UTILITY EASEMENT AGREEMENT REFERENCE NUMBER(S)OF DOCUMENTS ASSIGNED OR RELEASED: N/A Additional reference numbers are on page N/A of document. GRANTOR(S): 1. NIEDER FAMILY, L.L.C., a Washington limited liability company Additional names on page N/A of document. GRANTEE(S): 1. ELLAYENN'S, L.L.C., a Washington limited liability company Additional names on page N/A of document. LEGAL DESCRIPTION: (abbreviated i.e. lot, block, plat, section,township, and range) Ptn. E1/4 S1/2 SE1/4 SE1/4 S8 T21N R4 EWM Full legal description is on pages 8&9 of document. ASSESSOR'S PROPERTY TAX PARCEL/ACCOUNT NUMBER: 082104-9078 and 082104-9229 The Auditor/Recorder will rely on information provided on the form. The staff will not read the document to verify the accuracy or completeness of the indexing information provided herein. ACCESS AND UTILITY EASEMENT AGREEMENT On this 2'2) day of February, 2007, the NIEDER FAMILY, L.L.C., a Washington limited liability company ("Grantor"), and ELLAYENN'S, L.L.C., a Washington limited liability company ("Grantee"), agree to this ACCESS AND UTILITY EASEMENT AGREEMENT ("Agreement"). RECITALS A. Grantor owns real property legally described on Exhibit A attached hereto ("Parcel A"), which has been developed and is currently being used by a tenant to operate a restaurant; and B. Grantee owns real property legally described on Exhibit B attached hereto ("Parcel B"), which is a vacant lot adjacent to Parcel A; and - 1 - C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access {fity,�.ilpg_2/1 A i_007(dn) #22122.002 t�UBM TT'`C APR 0 0 2007 CITY OF FEDERAL WAY BUILDING DEPT. C. Grantee expects to develop a commercial retail building on Parcel B; and D. Parcel B is "landlocked," having no access to public roads or utilities; and E. Grantor and Grantee deem it beneficial for the owners of both Parcels to create certain easements that would allow Grantee to develop and operate a commercial building on Parcel B; and F. Grantor and Grantee have agreed to establish an access easement across a portion of Parcel A in accordance with the terms of this Agreement to allow vehicular and pedestrian ingress and egress for Parcel B; and G. Grantor and Grantee have agreed to establish a utility easement under and through the southern portion of Parcel A in accordance .with the terms of this Agreement to allow Parcel B to install underground utility lines and tie into public and private utilities ("Utilities") located along Pacific Highway South using appropriate connection lines ("Utility Lines"); and H. The southern portion of Parcel A is currently paved and in use as parking for the tenant. NOW, THEREFORE, for valuable consideration, the parties agree as follows: AGREEMENT 1. Grant of Vehicular and Pedestrian Access Easement. 1.1 Grant of Access Easement. Grantor hereby grants and conveys to Grantee a perpetual, nonexclusive easement over and across that portion of Parcel A legally described in Exhibit C attached hereto and graphically depicted on the drawing attached hereto as Exhibit D ("Access Easement Area"). The purpose of this Easement is to allow vehicular and pedestrian ingress and egress from Pacific Highway South to Parcel B. 1.2 Maintenance. The Access Easement Area is currently paved and being used by Grantor's tenant for normal ingress and egress. Grantor shall, at its sole cost and expense, maintain, repair and, if necessary, replace any improvements in the Access Easement Area in order to maintain the Access Easement Area in good, usable condition. 1.3 Termination. At either party's option, this Access Easement described in Section 1 shall terminate if and when Grantee obtains the unconditional legal right for vehicular and pedestrian ingress and egress to Parcel B from Pacific Highway South over the roadway located directly to the south of Parcel B (commonly known as South 318th Street). Any such termination must be in a writing executed by the then owners of Parcel A and Parcel B, and recorded with the King County Recorder. -2- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 2. Grant of Dumpster Easement. 2.1 Grant of Easement. Grantor hereby grants and conveys to Grantee a perpetual, nonexclusive easement ("Dumpster Easement") over and across the northwesterly portion of Parcel A to use a dumpster located in the northwest corner of Parcel A. The northwest corner of Parcel A, so described, is hereinafter referenced as the "Dumpster Easement Area." The purpose of this Easement is to maximize the number of parking stalls on Parcel B by allowing Grantee's tenants to dump normal refuse in the dumpster located on Parcel A. 2.2 Relocation of Dumpster. Grantor permits Grantee to move, at Grantee's risk and expense, the dumpster closer to Parcel B, so long as the new location remains within the northwest corner of Parcel A and does not impede vehicle parking or access to either Parcel. Any new location for the dumpster shall be subject to Grantor's approval, which Grantor will not unreasonably withhold. Grantor shall determine the orientation of the dumpster so that it opens towards the buildings on Parcel A if Grantor so chooses. 2.3 License to Use Dumpster. Grantor shall permit Grantee's tenants to use any dumpster located in the Dumpster Easement Area for regular trash disposal. Grantee, its contractors and tenants may not place construction or remodeling debris in Grantor's dumpster. 3. Utility Easement. 3.1 Grant of Utility Easement. Grantor hereby grants and conveys to Grantee a perpetual, nonexclusive easement under, across and through the portion of Parcel A legally described in the attached Exhibit E and graphically depicted on the attached Exhibit D ("Utility Easement Area"). This Easement is for the purpose of installing, using, maintaining or repairing and replacing, and accessing underground Utility Lines from Parcel B to connect with public and private utility lines generally located along Pacific Highway South. These utilities include, but are not limited to, storm water drainage, sanitary sewer, water, electricity, telephone and cable. The sanitary sewer line and the storm water drainage line will tie into the existing sanitary sewer line and the existing storm water drainage line for Parcel A. 3.2 Joint Side Sewer Agreement. Lakehaven Utility District, a Washington municipal corporation, ("Lakehaven") requires each non-residential building to connect directly with Lakehaven's sanitary sewer system. Because the building on Parcel B will connect into the existing sanitary sewer line for Parcel A, Lakehaven will require the owners of Parcel A and Parcel B to sign a Joint Side Sewer Agreement ("JSSA") prepared by Lakehaven. Grantor and Grantee agree to sign any such JSSA. -3- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 3.3 Construction and Maintenance. Grantee's right to install, maintain and access underground Utility Lines shall be subject to the conditions and requirements set forth in the following subsections. 3.3.1 Grantee shall be responsible to obtain, at its sole cost and expense, all permits and approvals from Lakehaven, the City of Federal Way, and any other applicable governmental unit to install any and all Utility Lines in the Utility Easement Area. Grantee bears responsibility to locate any existing (and unknown to Grantor) public utility lines that may or may not exist in the Utility Easement Area. 3.3.2 Grantee will cause any work in the Utility Easement Area to be done in a manner that minimizes any adverse impact to any existing business on Parcel A. 3.3.3 Grantee will grant a temporary license to the owners, tenants and customers of Parcel A to park on Parcel B while Grantee is performing any work in the Utility Easement Area that interferes with the use of the existing parking spaces in Utility Easement Area. Grantee may set reasonable restrictions such as "no overnight parking" or "no oversized vehicles" on the temporary license. 3.3.4 Grantee shall be solely responsible for all costs of designing, digging trenches for, constructing, installing, maintaining, repairing and replacing any and all of the Utility Lines in the Utility Easement Area. 3.4 Entry Upon Parcel A. The easement rights granted herein include the right of Grantee to enter onto Parcel A for the purpose of performing any installation, maintenance, repair and replacement work described in this Section 3. Prior to beginning any work in the Utility Easement Area, Grantee will give Grantor and any tenant using Parcel A at least fourteen (14) days' written notice (except in the case of an emergency, such as a major leak in a Utility Line). All work will be performed in a good and workmanlike manner. Grantee will restore any driveways, improvements, plants and materials damaged or removed during the course of any maintenance, repair or replacement work to substantially the same condition as existing before such work. 4. General. 4.1 Indemnity and Hold Harmless. Grantee shall defend, indemnify and hold Grantor harmless from all claims, causes of action, liability and expenses of any nature whatsoever, including attorneys' fees and costs, which may hereafter arise as the result of any injury to person or damage to property which occurs, or is alleged to occur, in connection with the exercise by Grantee, -4- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 Grantee's agents, contractors, tenants, invitees, successors and assigns, of the easement and license rights described herein. Without limiting the generality of the foregoing, Grantee shall secure and maintain in full force and effect at all times, commercial general liability insurance with an insurer rated at least A-, in an amount of not less than Two Million Dollars ($2,000,000) combined single- limit per occurrence or, alternatively, Two Million Dollars ($2,000,000) in the annual aggregate for injury to persons (whomsoever) and damage to property (whatsoever) occurring in connection with the exercise by Grantee (or its agents, contractors, tenants, invitees, successors and assigns) of any right, or performance of any duty created by this Agreement including, but not limited to, the performance of any construction, repair and replacement work of any nature whatsoever required or permitted under this Agreement. 4.2 Notice. Any notice required by this Agreement shall be served personally (including delivery by commercial courier service) or shall be mailed by registered or certified mail to the Authorized Agent of the party entitled to notice. All notices shall, for all purposes, be deemed delivered (a) upon personal delivery (including commercial courier service), or (b) on the third (3rd) day after mailing when mailed by registered or certified mail, postage prepaid, and properly addressed. 4.3 Enforcement. The rights and obligations created hereunder may be enforced through any means available at law or in equity by the parties to this Agreement. 4.4 Attorneys' Fees and Costs. Any controversy or claim relating to this Agreement shall be resolved in King County Superior Court. The prevailing party in such action, as determined by the court, shall recover from the non-prevailing party all of its attorneys' fees and costs incurred therein. 4.5 Waiver. No failure to exercise any right under this Agreement or to insist upon strict compliance with this Agreement, and no custom or practice at variance with the terms of this Agreement, shall constitute a waiver of the right to demand exact compliance with the terms of this Agreement. 4.6 Severability. Invalidation of any provision or application of a provision of this Agreement by any court shall not affect any other provisions or applications. 4.7 Binding Effect. This Agreement shall be binding upon, and shall inure to the benefit of, all the current and all future owners of Parcel A and Parcel B. -5- C:1Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 4.8 Modification. This Agreement may only be modified by a written agreement signed by Grantors and Grantee, or their successors, which agreement must be recorded with the King County Recorder's office. DATED the day and year first above written. GRANTOR: GRANTEE: NIEDER FAMILY, L.L.C., ELLAYENN'S, L.L.C., a Washington\ )\ limited liability company a Washington limited liability company By: A. By: '.2� �. 1\ - UL DANIEL A. NIEDER DANIEL A. NIEDER Its: General Manager Its: General Manager STATE OF WASHINGTON ) ) § COUNTY OF KING ) I certify that I know or have satisfactory evidence that DANIEL A. NIEDER who appeared before me, is the person who acknowledged that he signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it as the General Manager of NIEDER FAMILY, L.L.C., a Washington limited liability company, to be his free and voluntary act of such Grantor for the uses and purposes mentioned in this instrument. Dated: Ft►crzn y 5 , 2007. (SEAUSTAMP) • • � �F••L Print Name: • .\.0;MM F A •2 •• NOTARY U IC in an for a ate of `AcTAqi_ •: = Washington residing in kf� 5,•mX-9j�.0. 1 %BLIG�o� *e My appointment expires OR /69 •. GST16. 2.<p�'�• • WAS�-\�NG• -6- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 STATE OF WASHINGTON ) ) § COUNTY OF KING ) I certify that I know or have satisfactory evidence that DANIEL A. NIEDER, who appeared before me, is the person who acknowledged that he signed this instrument and on oath stated that he was authorized to execute the instrument and acknowledged it as the General Manager of ELLAYENN'S, L.L.C., a Washington limited liability company, to be his free and voluntary act of such Grantee for the uses and purposes mentioned in this instrument. Dated: febl ry 5 , 2007. '�����Q`•�t1M*E.Yp•F2•••• ' • = Pr ame: 7 R ' • A/CW.A/�i�/ * ® ®® *= NOTARY PUBLIC ' fo a state of '�G PUBL\G o� _.: Washington residing in S'E;�9TT' g '•.��•'•:� 6•` ' •°.� My appointment expires c//Co�O 9 .••9 sT 1 • C? • �'•oFOF ASN***' -7- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 EXHIBIT A Legal Description of Grantor Property, "Parcel A" PARCEL A: 082104-9229 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet; thence southerly parallel with the west line of said east quarter 110 feet; thence east parallel with the north line of said subdivision 132.60 feet, more or less, to the west margin of said primary state highway no. 1; thence northerly along said margin 110 feet, more or less, to the point of beginning. -8- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 EXHIBIT B Legal Description of Grantee Property, "Parcel B" PARCEL B: 082104-9078 That portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet to the True Point of Beginning of this subdivision; thence west along said north line 131.56 feet, more or less, to the west line of said east quarter; thence southerly along said west line 110 feet; thence east parallel to the north line of said subdivision 131.56 feet, more or less, to a point south of the True Point of Beginning as measured parallel with the west line of said east quarter; thence north to the True Point of Beginning. -9- C:\Documents and Settings\Daniel Nieder Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 EXHIBIT C Legal Description of Access Easement Area The north 25 feet of the southernmost 49 feet of that portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet; thence southerly parallel with the west line of said east quarter 110 feet; thence east parallel with the north line of said subdivision 132.60 feet, more or less, to the west margin of said primary state highway no. 1; thence northerly along said margin 110 feet, more or less, to the point of beginning. - 10- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 PACIFIC HWY S — =rL.—..*_______C--_-3 S00'06'16'W 110.0 20 0 20 40 I r - - - -1 SCALE IN FEET KFC ADDRESS: Q : : 31717 6 W d a : w I • .' F- : 1—UD 3 In N PARCEL A 8 8 �-g 01 N 1,2 L- — - 0821049229 w is z :tf3 .., . F • . iA :• N CVi — '. 2$.QQ'. ' •.:,: : : : .24:00' : S00'03'5 ;'W I. • .:• • 110.00' w 3 PARCEL B In to. P , co 0821049078 Z N00'03'56"E 110.00' EXHIBIT D EXHIBIT E Legal Description of Utility Easement Area The south 24 feet of that portion of the east quarter of the south half of the southeast quarter of the southeast quarter of section 8, township 21 north, range 4 east, Willamette Meridian, in King County described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; thence west along the north line of said subdivision 132.60 feet; thence southerly parallel with the west line of said east quarter 110 feet; thence east parallel with the north line of said subdivision 132.60 feet, more or less, to the west margin of said primary state highway no. 1; thence northerly along said margin 110 feet, more or less, to the point of beginning. - 12- C:\Documents and Settings\Daniel Nieder\Local Settings\Temporary Internet Files\OLKB\Ease Access Utility 2.doc 2/14/2007(dn) #22122.002 FILE ` CITY OF CITY HALL Fed a ra I Way 33325 8th Avenue South Mailing Address: PO Box 9718 ~y" Federal Way,WA 98063-9718 (253)835-7000 www.cityoffederalway.corn March 13, 2007 Daniel Nieder Ellayenn's LLC 5363 Kenyon SW Seattle, WA 98118 RE: File#07-100869-00-UP; PACIFIC RETAIL *no site address* Dear Mr.Nieder: The Department of Community Development Services received project information you submitted on February 16, 2007, for the proposal to construct a 2,532 square-foot, single-story retail building. Pursuant to the requirements of the Federal Way City Code(FWCC), the City has 28 days to determine whether an application is complete. INCOMPLETE APPLICATION During the course of the City's review,the following items were found to be incomplete. In order for your application to be considered complete and ready for processing, the following items noted below must be provided. Additional technical comments will be provided following submittal of the requested information. Laura Kim,Planning Division, 253-835-2641, laura.kim@cityoffederalway.com The parking agreements and utility access agreements must be signed by each respective owner. Sanjeev Tandle,Traffic Division,425-458-6200, standle@parametrix.com A concurrency application is required for traffic review(enclosed). The City has adopted new policies for traffic analysis and mitigation requirements effective January 1, 2007.The Concurrency Permit process will determine if any additional traffic analysis and/or traffic mitigation fees apply to the project. Summary—Please submit six copies of revised plans with the enclosed resubmittal form. After receipt of the requested information noted in the incomplete application section of this letter, the department will notify you within 14 days whether your application is considered complete or what, if any, information is still needed. It is important to note that the department cannot begin processing your formal application until all items are submitted. Project Cancellation—Pursuant to FWCC Section 22-34, if an applicant fails to provide additional information to the City within 180 days of being notified that such information is requested, the application shall be deemed null and void and the City shall have no duty to process, review, or issue any decisions with respect to such an application. If you should have any questions regarding this letter or your development project, please feel free to call me,at 253-835-2641 or laura.kim@cityoffederalway.com. Mr.Nieder March 13,2007 Page 2 Sincerely, dr4MAA9rv'-‘ Laura Kim Associate Planner enc: Concurrency Application Resubmittal Form c: Ann Dower,Public Works Sanjeev Tandle,Traffic Scott Sproul,Building Chris Ingham,South King Fire 07-100869 Doc I.D.39975 From: "Ingham, Chris" <Chris.ingham@southkingfire.org> To: "Laura Kim" <Laura.Kim@cityoffederalway.com> Date: 3/9/2007 9:13:55 AM Subject: RE: Pacific Retail We have no comments regarding Pacific Retail. Chris Ingham, Deputy Fire Marshal Office(253)946-7244 - FAX (253)529-7206 chris.ingham@southkingfire.org Original Message From: Laura Kim [mailto:Laura.Kim@cityoffederalway.com] Sent: Friday, March 09, 2007 9:05 AM To: Ann Dower; Ingham, Chris Subject: Pacific Retail Please send me your comments if you have any on Pacific Retail—so I can send them the completeness letter before time run out :o) Laura From: Sanjeev Tandle To: Laura.Kim@cityoffederalway.com Date: 3/8/2007 11:37:03 AM Subject: McDonalds BLA and Pacific Retail McDonalds BLA The traffic division has had the opportunity to review the completeness application for the above referenced project, and have determined the application complete for our review purposes. However, please be aware of the fact that the Fire department would need to approve the length of the driveway during the building permit stage. Pacific Retail The traffic division has had the opportunity to review the completeness application for the above referenced project, and have determined the application incomplete as the package did not include a concurrency application. The City has adopted new policies for traffic analysis and mitigation requirements effective January 1, 2007. The Concurrency Permit process will determine if any additional traffic analysis and/or traffic mitigation fees apply to the project. From: Scott Sproul To: Laura Kim Date: 3/1/2007 10:53:14 AM Subject: PACIFIC RETAIL closed out all comments on building permit PACIFIC RETAIL 07100869 we are reviewing the building at this time also my out side plan review is reviewing this permit that is Jennifer ( 18000 International Blvd. South, Suite 510 7S70870 0W♦A8 8988-81 rs.tewart oy,„ 206 9868-1443 title - commercial division E-Fax Number: 206-770-6579 Title Officer: Robert B. Jackson Phone: (206)770-8860 E-mail: rjackson@stewart.com Fax: (206)770-8801 Title Officer: Don Peters Phone: (206) 770-8858 E-mail: dpeters@stewart.com Fax: (206)770-8801 Reference: ELLAYENN'S, L.L.C. Order Number: 206145232 AMENDED SCHEDULE A 1. Effective Date: December 7, 2006 at 8:00 a.m. 2. Policy Or Policies To Be Issued: ALTA OWNER'S POLICY, (10/17/92) Amount: ( ) STANDARD ( ) EXTENDED Premium: Tax: Total: $ 0.00 (X)ALTA EXTENDED LOAN POLICY, (10/17/92 or Amount: TO BE DETERMINED 10/21/00) COMMERCIAL RATE Premium: Tax: Total: $ 0.00 Proposed Insured: TO BE DETERMINED 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: FEE SIMPLE ESTATE AS TO PARCEL A AND AN EASEMENT ONLY AS TO PARCEL B 4. Title to said estate or interest in said land is at the effective date hereof vested in: ELLAYENN'S, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY RECEIVED 5. The land referred to in this commitment is described in Exhibit"A". FEB Q 2,007 CITY OF FEDERAL WAY BUILDING DEPT. Page 1 Order Number: 206145232 Order Number. 206145232 EXHIBIT "A" PARCEL A: THAT PORTION OF THE EAST %4 OF THE SOUTH '/2 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SUBDIVISION WITH THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE WEST ALONG THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; THENCE WEST ALONG SAID NORTH LINE 132.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID EAST%; THENCE SOUTHERLY ALONG SAID WEST LINE 110 FEET; THENCE EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET, MORE OR LESS, TO A POINT SOUTH OF THE TRUE POINT OF BEGINNING AS MEASURED PARALLEL WITH THE WEST LINE OF SAID EAST'/4; THENCE NORTH TO THE TRUE POINT OF BEGINNING. PARCEL B: AN EASEMENT FOR INGRESS AND EGRESS OVER THE SOUTH 12 FEET OF THE FOLLOWING DESCRIBED PROPERTY: THAT PORTION OF THE EAST'%OF THE SOUTH '/2 OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SUBDIVISION WITH THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE WEST ALONG THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET; THENCE SOUTHERLY PARALLEL WITH THE WEST LINE OF SAID EAST'/4110 FEET; THENCE EAST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET, MORE OR LESS, TO THE WEST MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 1; THENCE NORTHERLY ALONG SAID MARGIN 110 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SCHEDULE B - SECTION 1 THE FOLLOWING ARE THE REQUIREMENTS TO BE COMPLIED WITH: ITEM (A) PAYMENT TO OR FOR THE ACCOUNT OF THE GRANTORS OR MORTGAGORS OF THE FULL CONSIDERATION FOR THE ESTATE OR INTEREST TO BE INSURED. ITEM (B) PROPER INSTRUMENT(S) CREATING THE ESTATE OR INTEREST TO BE INSURED MUST BE EXECUTED AND DULY FILED FOR RECORD NOTE: EFFECTIVE JANUARY 1, 1997, AND PURSUANT TO AMENDMENT OF WASHINGTON STATE STATUTES RELATING TO STANDARDIZATION OF RECORDED DOCUMENTS, THE FOLLOWING FORMAT AND CONTENT REQUIREMENTS MUST BE MET. FAILURE TO COMPLY MAY RESULT IN REJECTION OF THE DOCUMENT BY THE RECORDER. FORMAT: MARGINS TO BE 3" ON TOP OF FIRST PAGE, 1" ON SIDES AND BOTTOM, 1"ON TOP, SIDES AND BOTTOM OF EACH SUCCEEDING PAGE. FONT SIZE OF 8 POINTS OR LARGER AND PAPER SIZE OF NO MORE THAN 8'/2" BY 14". NO ATTACHMENTS ON PAGES SUCH AS STAPLED OR TAPED NOTARY SEALS, PRESSURE SEALS MUST BE SMUDGED. INFORMATION WHICH MUST APPEAR ON THE FIRST PAGE: TITLE OR TITLES OF DOCUMENT. IF ASSIGNMENT OR RECONVEYANCE REFERENCE TO AUDITOR'S FILE NUMBER OR SUBJECT DEED OF TRUST. NAMES OF GRANTOR(S)AND GRANTEE(S) WITH REFERENCE TO ADDITIONAL NAMES ON FOLLOWING PAGE(S), IF ANY. ABBREVIATED LEGAL DESCRIPTION (LOT, BLOCK, PLAT NAME OR SECTION, TOWNSHIP, RANGE AND QUARTER QUARTER SECTION FOR UNPLATTED). ASSESSOR'S TAX PARCEL NUMBER(S) RETURN ADDRESS WHICH MAY APPEAR IN THE UPPER LEFT HAND 3"TOP MARGIN Page 2 Order Number. 206145232 SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS THE POLICY OR POLICIES TO BE ISSUED WILL CONTAIN EXCEPTIONS TO THE FOLLOWING UNLESS THE SAME ARE DISPOSED OF TO THE SATISFACTION OF THE COMPANY. A. TAXES OR ASSESSMENTS WHICH ARE NOT SHOWN AS EXISTING LIENS BY THE RECORDS OF ANY TAXING AUTHORITY THAT LEVIES TAXES OR ASSESSMENTS ON REAL PROPERTY OR BY THE PUBLIC RECORDS. B. ANY FACTS, RIGHTS, INTEREST, OR CLAIMS WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS BUT WHICH COULD BE ASCERTAINED BY AN INSPECTION OF SAID LAND OR BY MAKING INQUIRY OF PERSONS IN POSSESSION THEREOF. C. EASEMENTS, CLAIMS OF EASEMENT OR ENCUMBRANCES WHICH ARE NOT SHOWN BY THE PUBLIC RECORDS. D. DISCREPANCIES, CONFLICTS IN BOUNDARY LINES, SHORTAGE IN AREA, ENCROACHMENTS, OR ANY OTHER FACTS WHICH A CORRECT SURVEY WOULD DISCLOSE, AND WHICH ARE NOT SHOWN BY PUBLIC RECORDS. E. (A) UNPATENTED MINING CLAIMS, (B) RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF; (C)WATER RIGHTS, CLAIMS OR TITLE TO WATER; WHETHER OR NOT THE MATTERS EXCEPTED UNDER (A), (B) OR (C)ARE SHOWN BY THE PUBLIC RECORDS, (D) INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES. F. ANY LIEN, OR RIGHT TO A LIEN, FOR SERVICES, LABOR OR MATERIAL THERETOFORE OR HEREAFTER FURNISHED, IMPOSED BY LAW AND NOT SHOWN BY THE PUBLIC RECORDS. G. ANY SERVICE, INSTALLATION, CONNECTION, MAINTENANCE, CONSTRUCTION, TAP OR REIMBURSEMENT CHARGES/COSTS FOR SEWER, WATER, GARBAGE OR ELECTRICITY. H. DEFECTS, LIENS, ENCUMBRANCES, ADVERSE CLAIMS OR OTHER MATTERS, IF ANY, CREATED, FIRST APPEARING IN THE PUBLIC RECORDS OR ATTACHING SUBSEQUENT TO THE EFFECTIVE DATE HEREOF BUT PRIOR TO THE DATE THE PROPOSED INSURED ACQUIRES OF RECORD FOR VALUE THE ESTATE OR INTEREST OR MORTGAGES THEREON COVERED BY THIS COMMITMENT. END OF GENERAL EXCEPTIONS Page 3 Order Number: 206145232 SCHEDULE B - SECTION 2 CONTINUED SPECIAL EXCEPTIONS 1. FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK-UP, OR CONNECTION CHARGES AND LATECOMER CHARGES FOR WATER OR SEWER FACILITIES OF THE CITY OF FEDERAL WAY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8905120210. 2. UNRECORDED LEASEHOLDS, IF ANY, RIGHTS OF VENDORS AND SECURITY AGREEMENT ON PERSONAL PROPERTY AND RIGHTS OF TENANTS, AND SECURED PARTIES TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERM. 3. EVIDENCE OF THE AUTHORITY OF THE INDIVIDUAL(S)TO EXECUTE THE FORTHCOMING DOCUMENT FOR ELLAYENN'S, L.L.C., A WASHINGTON LIMITED LIABILITY COMPANY, COPIES OF THE CURRENT OPERATING AGREEMENT SHOULD BE SUBMITTED PRIOR TO CLOSING. 4. TERMS AND CONDITIONS OF EASEMENT AGREEMENT RECORDED: OCTOBER 27, 1983 RECORDING NO.: 8310270448 5. UNRECORDED PARKING LOT LEASE AND THE TERMS AND CONDITIONS THEREOF. LESSOR: GILL CENTIOLI AND ALMA CENTIOLI LESSEE: COLLINS FOOD INTERNATIONAL, INC. DATED: JULY 1, 1983 TERM: UNDISCLOSED DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NO.: 9904052544. • LESSEE'S INTEREST IS NOW HELD BY HARMAN MANAGEMENT CORPORATION, A UTAH CORPORATION PURSUANT TO INSTRUMENT RECORDED UNDER RECORDING NO.9904052544 6. THE COMPANY REQUIRES EXECUTION OF THE ENCLOSED COMMERCIAL AFFIDAVIT PRIOR TO CLOSING REGARDING UNRECORDED LEASEHOLDS, MECHANICS LIEN RIGHTS, PARTIES IN POSSESSION AND SURVEY MATTERS. FURTHER REQUIREMENTS, IF ANY, WILL FOLLOW BY SUPPLEMENTAL REPORT UPON REVIEW OF THE SAME. Page 4 Order Number. 206145232 NOTES: NOTE A: IN ORDER TO ASSURE TIMELY RECORDING ALL RECORDING PACKAGES SHOULD BE SENT TO: STEWART TITLE 18000 INTERNATIONAL BLVD., SUITE 510 SEATAC, WASHINGTON 98188 ATTN: RECORDER NOTE B: THE DESCRIPTION CAN BE ABBREVIATED AS SUGGESTED BELOW IF NECESSARY TO MEET STANDARDIZATION REQUIREMENTS. THE FULL TEXT OF THE DESCRIPTION MUST APPEAR IN THE DOCUMENT(S)TO BE INSURED. SECT. 8, TWP. 21N, RNG. 4EWM, SE1/4SE1/4 NOTE C: GENERAL TAXES FOR THE YEAR 2006 WHICH HAVE BEEN PAID. AMOUNT: $2,221.73 LEVY CODE: 1205 TAX ACCOUNT NO.: 082104-9078-01 ASSESSED VALUATION: LAND: $188,100.00 IMPROVEMENTS: $-0- NOTE: KING COUNTY TREASURER, 500 4T"AVENUE, 6TH FLOOR ADMIN. BLDG., SEATTLE, WA 98104 (206) 296-7300 WEB ADDRESS: http://webapp.metrokc.gov/KCTaxinfo/. PS END OF SCHEDULE B Page 5 Order Number: 206145232 Copies to: STEWART TITLE/NTS-SEATTLE 1000 2nd AVENUE, SUITE 1620 SEATTLE, WA 98104 ATTENTION: JOHN JONES OSERAN, HAHN, SPRING &WATTS, P.S. 10900 NORTHEAST 4TH STREET,STE 850 BELLEVUE, WA 98004 ATTENTION: MATTHEW B. STRAIGHT, ESQ. Page 6 Order Number: 206145232 0 f. ORDER NO:. 206145232 o II r--stevvart •title N * • • - - .'' a: Y� .w ell 4°3SQ9 l le i `Y daft .i • _ 0tu: 4� w!.taa OW BOAT ;a lig i MI (I t "Ml „i 1 T r 4 sass s,i n —; I "I ital I 0 I 5 ;i xi st o s S l'!1 = t at i.11tt ,water a R. :t ta- r ro, _ ,,, ,' t ItCM'775%,0B AY. 7003101400 ar0 L II. 1.41. a x u Ta- t+ .. PCL01 iilhl Gl„ �'•!I Uk K +g`i3 ? Wal it P . ... a sa.n.o r !!!'N 4. P ti:!!!r N , &b 4 -ISt to . t y i, !1-t rt t TY4-S-a Hi.t7 j•r �.. ,.yr, es"v I y. a „ a it f tCLA it k i � �' .r t This sketch is provided without charge for information. It is rot intended to show all matters related to the property including,but not limited to area,dimensions,encroachments or locations of boundaries. It's not a part of,nor does it modify,the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. . • COMMITMENT FOR TITLE INSURANCE ISSUED BY Stewart .title guaranty company STEWART TITLE GUARANTY COMPANY, A Texas Corporation, herein called the Company, for a valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagee of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefore; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of this Commitment or by subsequent endorsement. This Commitment is preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. IN WITNESS WHEREOF, Stewart Title Guaranty Company has caused its corporate name and seal to be hereunto affixed by its duly authorized officers on the date shown on Schedule A. �stewart title guaranty company • Chairman o[the Board 3'�? —*— '�0� Psoaidont V% 19 0 8 ,,•:o 3•fXA.`'r rwr+ Authorized Signatory STEWART TITLE Company SEATAC,WASHINGTON City, State CONDITIONS AND STIPULATIONS 1. The term mortgage, when used herein, shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of any defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act of reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclose such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of policy or policies committed for any only for actual loss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon. covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the policy or policies committed for and such liability is subject to the insuring provisions, the Conditions and Stipulations, and the Exclusions from Coverage of the form of policy or policies committed for in favor of the proposed Insured which are hereby incorporated by reference and are made a part of this Commitment except as expressly modified herein. 4. Any action or actions or rights of action that the proposed Insured may have or may bring against the Company arising out of the status of the title to the estate or interest or the status of the mortgage thereon covered by this Commitment must be based on and are subject to the provisions of this Commitment. r- stewart 'title guaranty company All notices required to be given the Company and any statement in writing required to be furnished the Company shall be addressed to it at P.O. Box 2029, Houston, Texas 77252. Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. Privacy Policy Notice PURPOSE OF THIS NOTICE Title V of the Gramm-Leach-Bliley Act (GLBA) generally prohibits any financial institution, directly or through its affiliates, from sharing nonpublic personal information about you with a nonaffiliated third party unless the institution provides you with a notice of its privacy policies and practices, such as the type of information that it collects about you and the categories of persons or entities to whom it may be disclosed. In compliance with the GLBA, we are providing you with this document, which notifies you of the privacy policies and practices of Stewart Title Guaranty Company, Stewart Title Insurance Company, Stewart Title Insurance Company of Oregon, National Land Title Insurance Company, Arkansas Title Insurance Company, Charter Land Title Insurance Company. We may collect nonpublic personal information about you from the following sources: • Information we receive from you, such as on applications or other forms. • Information about your transactions we secure from our files, or from our affiliates or others. • Information we receive from a consumer reporting agency. • Information that we receive from others involved in your transaction, such as the real estate agent or lender. Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic personal information will be collected about you. We may disclose any of the above information that we collect about our customers or former customers to our affiliates or to nonaffiliated third parties as permitted by law. We also may disclose this information about our customers or former customers to the ' following types of nonaffiliated companies that perform marketing services on our behalf or with whom we have joint marketing agreements: • Financial service providers such as companies engaged in banking, consumer finance, securities and insurance. • Non-financial companies such as envelope stuffers and other fulfillment service providers. WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT SPECIFICALLY PERMITTED BY LAW. We restrict access to nonpublic personal information about you to those employees who need to know that information in order to provide products or services to you. We maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. r 40 TECHNICAL INFORMATION REPORT (ABBREVIATED FOR TARGETED DRAINAGE REVIEW) Pacific Place Retail Parcel#: 0821049078 Address: 31717 Pacific Highway S, Federal Way, WA February 13, 2007 Owner: Ellayenn's, LLC 5363 S. Kenyon St Seattle, WA 98118 Contact: Daniel Nieder (206) 604-6322 For Submittal to City of Federal Way RECEIVED D C G Ref#'s: INCORPORATED FEB 1 6 2007 #06-104555-00-PC CITY OF FEDERAL WAY BUILDING DEPT. DAVIDO CONSULTING GROUP, INC. CIVIL • STRUCTURAL • LAND USE 15029 Bothell Way NE, Ste 600 PO Box 1132 Lake Forest Park, WA 98155 Freeland, WA 98249 Phone: 206.523.0024 Phone: 360.331.4131 Fax: 206.523.1012 Fax: 360.331.7394 f 1 TIR Pacific Place Retail February 13,2007 CERTIFICATE OF ENGINEER The technical material and data contained within this report has been prepared by or under the direction of the following registered professional engineer(s), licensed in accordance with the laws of the State of Washington to practice in the State of Washington. S. DA of WA. ,y'�O ��` ' c } l�• .13 0.n 33723 F 9otsTee�v s`r'ONAI-EN-4C� EXPIRES 7/18/ (57 Davido Consulting Group,Inc. Page i TIR Pacific Place DRAFT.doc ( f TIR Pacific Place Retail February 13,2007 QUICK REFERENCE PROJECT INFORMATION General Project Information City Ref.#'s #06-104555-00-PC Project Description Construction of approximately 3,500 square foot commercial retail building. Parcel# 0821049078 Site Address Behind KFC restaurant parcel at 31717 Pacific Highway S, Federal Way, WA Parcel Size 14,470 square feet City Ref. #'s #06-104555-00-PC Owner/Developer Ellayenn's, LLC 5363 S. Kenyon St Seattle, WA 98118 Contact: Daniel Nieder (206) 604-6322 Consulting Engineer Erik Davido,P.E.—Davido Consulting Group, Inc. 15029 Bothell Way NE, Ste 600 Lake Forest Park, WA 98155 Phone: (206) 523-0024 Drainage Drainage Reqmt's Targeted Drainage Review(See Section 2), flow control not required because less than 5,000 SF of new impervious created,water quality facility required because 5,000 SF or more of new/replaced impervious surface Study Area Threshold discharge area, downstream drainage system to Pacific Hwy S, and upstream drainage system to ensure no backwater effects. Threshold Threshold Discharge Are= Site Discharge Area Total Area= 14,470 SF Land Cover Existing impervious surface= 9,000 SF Summary Developed impervious surface= 10,928 SF Soils Arents-Alderwocid Till Offsite Analysis Routed to existing CB on KFC parcel then via existing storm drain to new storm drain on Pacific Highway South, existing and proposed storm system has sufficient capacity(See Section 5) Drainage New StormFilter CB for PGIS and collection system for non- Improvements PGIS to existing CB on KFC parcel,no flow control required ESC Measures Silt fence, CB inlet protection, and cover measures (construction entrance not required because using existing asphalt driveway for access) Davido Consulting Group,Inc. Page ii 11R Pacific Place DRAFf.doc TIR Pacific Place Retail February 13,2007 TABLE OF CONTENTS 1. Project Overview 5 1.1 General Description of Proposal 5 1.2 Pre-Developed Site Conditions 6 1.3 Developed Site Conditions 6 1.4 Site Area and Size of Improvements 6 1.5 Disposition of Stormwater before Project 7 1.6 Disposition of Stormwater after Project 7 1.7 Soils 7 2. Conditions and Requirements Summary 11 2.1 Core Requirement#1: Discharge at the Natural Location 11 2.2 Core Requirement#2: Offsite Analysis 11 2.3 Core Requirement#3: Flow Control 11 2.4 Core Requirement#4: Conveyance System 11 2.5 Core Requirement#5: Erosion and Sediment Control 12 2.6 Core Requirement#6: Maintenance and Operations 12 2.7 Core Requirement#7: Financial Guarantees and Liability 12 2.8 Core Requirement#8: Water Quality 12 2.9 Special Requirement#1: Other Adopted Area-Specific Requirements 12 2.10 Special Requirement#2: Floodplain/Floodway Delineation 12 2.11 Special Requirement#3: Flood Protection Facilities 12 2.12 Special Requirement#4: Source Control 12 2.13 Special Requirement#5: Oil Control 12 3. Offsite Analysis 13 4. Flow Control and Water Quality Facility Analysis and Design 14 4.1 Stormwater Facility Modeling Summary 14 4.1.1 Basin Delineation, Land Cover, and Soils 14 4.1.2 KCRTS Modeling Results 14 4.2 Flow Control Facility Design 15 4.3 Water Quality Facility Design 15 5. Conveyance System Analysis and Design 16 5.1 Existing Conveyance 16 5.2 Proposed Conveyance Description 16 6. Special Reports and Studies 16 7. Other Permits 16 8. ESC ANALYSIS AND DESIGN 16 8.1 Proposed ESC Measures 16 8.2 Proposed ESC Measures Summary and Sequence 17 9. Bond Quantities, Facility Summaries, and Declaration of Covenants/agreements 17 10. Operations and Maintenance Manual 17 Davido Consulting Group,Inc. Page iii TIR Pacific Place DRAFT.doc • r TIR Pacific Place Retail February 13,2007 APPENDICES APPENDIX A Figure 1 - Technical Information Report(TIR) Worksheet APPENDIX B City of Federal Way Pre-application Conference Summary (excerpt—PP 1, 4, & 5) APPENDIX C NRCS Web Soil Survey Mapping APPENDIX D KCRTS Modeling Printouts APPENDIX E Conveyance Analysis APPENDIX F StormFilter Documents APPENDIX G Engineer's Estimate and Bond Quantities LIST OF TABLES TABLE 1 Site Area and Size of Improvements 6 TABLE 2 Modeled Land Cover& Soils 14 TABLE 3 KCRTS Modeling Results Summary 15 TABLE 4 StormFilter Catch Basin Design Summary 15 TABLE 5 Proposed ESC Measures and Construction Sequencing 17 LIST OF FIGURES FIGURE 1 TIR Worksheet APPENDIX A FIGURE 2 Site Location 5 FIGURE 3 Figure 3A—Existing and Figure 3B -Developed Site Drainage Basins 8 FIGURE 4 Soils Map (excerpt from NRCS Web Soil Survey—See APPENDIX C) 10 Davido Consulting Group,Inc. Page iv TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 1. PROJECT OVERVIEW The proposed commercial retail building is located behind the existing KFC restaurant at 31717 Pacific Hwy S, Federal Way, WA(see FIGURE 2). This report has been prepared based on the requirements outlined in the City of Federal Way pre-application conference summary(see r APPENDIX B). According to the City's requiements,the project is subject to Targeted Drainage Review and requirements in the 1998 King County Surface Water Design Manual (KCSWDM) and the City of Federal Way Addendum to the 1998 SWDM (herein collectively referred to as"SWDM"). This report is an abbreviated version of the Technical Information Report(TIR)per the SWDM including the sections necessary to address the Targeted Drainage Review requirements. The engineering plans are submitted under separate cover. The TIR worksheet is attached as FIGURE 1 in APPENDIX A. yr-- } 1 r v a a It L_.1.S 298th St - -1 ' # l L' 1.' € { . . w 309 t` `k i itBwen a ‘� .. �"_"�, p ! � r,gitto ��, I ry $8 a ,,0 , ./ SIN 00th.S . :-. � _ S 3©8t r St m �r 1.--.J S -3i0 `S at , ' ( .. � � f s �,, �~.1 t:43 'f '."—.): 'r.. 32oths St 2©th�t 99 i , gym 4 1 , Location _ `� .3, 'y 11 143 { i i to .ration 1 ) ' , ,' "_fi - SW 3[1'th t, -';per},---:- - - k Ot ( ,1 (I(€ ;£ ..t e ts rS v` , FedraayS 3sth t 336th 1._, L FIGURE 2 Site Location • 1.1 General Description of Proposal The project involves the construction of an approximately 3,500 square-foot commercial retail building on a 14,470 square foot parcel(Parcel#0821049078)adjacent to/west of the existing KFC restaurant parcel at 31717 Pacific Hwy South. Attempts were made to gain access and utility easements via the future 318th St S corridor but the property owner denied access. Access Davido Consulting Group,Inc. Page 5 TIR Pacific Place DRAFT.doc TER Pacific Place Retail February 13,2007 and utilities will be provided via the existing driveway through the south side of the KFC parcel (see civil plans and FIGURE 3). 1.2 Pre-Developed Site Conditions The pre-developed site is considered to be the existing site conditions (site was developed prior to May 1979)including asphalt parking and landscaping. The site slopes generally from west to east with the surrounding parcels developed with commercial parking areas. 1.3 Developed Site Conditions The developed site will include an approximately 3,500 square foot commercial retail building, parking lot, walkways, and landscaping. The developed site topography will remain similar to the existing site. 1.4 Site Area and Size of Improvements The existing and developed site area and size of improvements are shown in FIGURE 3 and summarized in TABLE 1. TABLE 1 Site Area and Size of Improvements Existing Developed Total Site Area 14,470 sf 14,470 sf Total Off-Site Area 0 sf 0 sf Total Threshold 14,470 sf 14,470 sf Discharge Area Impervious and Pervious Area Summary: Pollution Generating 9,000 sf 5,929 sf Impervious Surface Non-PGIS 0 sf 4,999 sf Total Impervious 9,000 sf 10,928 sf Pollution Generating 0 sf 0 sf Pervious Surface Non-PGPS 5,470 sf 3,542 sf Total Pervious 5,470 sf 3,542 sf The land cover areas were determined by area measurements in the AutoCAD mapping. As shown by TABLE 1,there will be less than 5,000 square feet of new impervious surface created but over 5,000 square feet of new/replaced PGIS. The project falls within the Targeted drainage review because it is a commercial project with less than 5,000 square feet of new impervious. Davido Consulting Group,Inc. Page 6 TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 1.5 Disposition of Stormwater before Project Stormwater currently appears to primarily flow overland easterly through the KFC parcel into the existing catch basin at the southeast corner of the KFC parcel. 1.6 Disposition of Stormwater after Project The parking lot and a portion of the walkways will be collected in a StoiiiiFilter catch basin. A new storm drain will connect the StormFilter catch basin to the existing catch basin in the southeast corner of the KFC parcel. The KFC catch basin is connected to the storm drain on Pacific Hwy S. The rooftop and remaining site runoff will be collected with area drains and tight lines connected to the storm drain downstream of the StoiinFilter catch basin. 1.7 Soils A geotechnical investigation was conducted by Nelson Geotechnical Associates, Inc. (herein "Nelson") and is summarized in a report dated February 13, 2007 submitted under separate cover. The Nelson investigation and report shows that the site soils are till in nature confirming the soils mapping shown in FIGURE 4. Davido Consulting Group,Inc. Page 7 TIR Pacific Place DRAFr.doc , Concrete Walk EXISTING • r LANDSCAPING N ---, 4, N, y `Y R▪/yf- r 15.00' 7 Vie r i i iif w f li `\ .I' crw, bG ( c — 1 .l, H, .I, r,L y A .y .L .y ` .y I t/k, / Ni sl, .L •L mil, J, '!�f ;, 0 U cn -Ned a ,,'� f` f , r (KFC) 12.3'—.... oo _ v/ w 4/ a �. v L i Cv, D Z P ., W W W 4, , j; " J v�i Nin I T .e 2 NV 4, W , '• I EXISTING 6" 435.29 ' )'4 SSS IE 419.27'± N 428.79 PVC 12" 5I 4, W 1 W I 3E 428.69 PVC 12" W W N, 4/ �I 1 Fill ;, ° -° / _ 1 / m / P6 1 . I CB Type 1 / / ttoi 4/✓ 41, .L .L ''€t GE 425.02 o .y ,y ,y �„' � � �y IE S 421.32 18" ./ p 6 ,� IE NW 421.22 on / 8 z W W 4l, Si, y\ i�, BTM 420.82 t / n / N I EXISTING • /N W W y I W 7 LF 8" a / tt N 434 ✓Litt, SD AT 7.26' 0' m • ./ -a / a < � q CBType1 • / 2 X/ `, W `l'`''•x y, W GE 424.78 1 / cWi +n I LADS i� ' 0 881811 IE SE 423.18 8" t� �' t y �/ 9' .l, 11'"1, w/ Oil—Wtr Sep. !' �1 BTM 422.68 a \f' .r to / 9, W W ,y I 3 W \ J d' .0,!,..Il _ e / W Y Y L 1 i*1 ,,1 / — .SS ✓ r4iSS, -4 . 1 �1 / ,/ P• a KFC 4 ,1 ✓ W W W N- W min 0 p D / / / / / i / y .l, 4, y — .1, Sign v " _ S 89' — — NMI E✓ / / 1 SD / r cn 72. a / Type 1 n it CV N 424.46 N N.1 .24 8" `O °o /CB T e 1 N 422.36 12" 3 9 12" ';,d` / GE 432.52 S 422.41 8" CI 89 12" IE E 427.52 12A 421.96 a_ 4 \ o / IE W 427.52 12 N / 8TM 426.32 0 co U iT // 5D II'SD SD SD 0 n7 N DWG NO. (Type 1 424.39 f I 422.59 8" CI 422.39 �?\", -n i CS^ , ELLAYENN'S LLC r///A1 '�.i c. PACIFIC PLACE RETAIL tn EXISTING CONDITIONS FIG 3A 10 0 10 20 . • • : - BASIN MAP — FIGURE 3A Box 1132 DATE CAD FILE NUMBER: REV. SCALE IN FEET NA 98249 1.331.4131 02/13/07 PP Basin Map A SHT�OF 1 ' 7 '. •Concrete Walk \ — W W W 1 cn W W��W � v�W� cn i1 NI 4, W W W �I Ni/ 15.00' 1 e'' ,J r ) i W }/`� W PAY W 1 t 1, ( W Jr 11 sy" NN y CE ILIS L ,, 0 ried C) v m ea J •1. I I al Ita O I I , Z W Ict, P w II : LP I N W 0 rpe 2 �' F43 • , '� STIN 435.29 r I IE 9.27 8 428.79 PVC 12" •SE 428.69 PVC 12" N, I \-----11. 4v w y I I Nk ' -co y I MT ,E 4 •e°2 o \ I I 4267 1= IE 421. 18 • oyIN- 421. d NEMZ \ :1 4 �:82 m viEXIS .G��- 43. — ✓ AT 26% CONNECT TO 1�� ,,� �� 1 I / ' $" ` EXISTING CB#1 ' / U I s / � SM B • t / 4.0 �/ � , �io y — oi\ ,,,,N,., 1„,,,4. •- mt62,'"'Awl " ,,. ..s.•,;, „ •.• . -....v. Itii .i v, ,l, NI,\ _Nk_ _.*. r:Igir04:7WItiVYRAN•,:,.. WAT.‹. 72 ...-- i Ap i ,� '' `lX X'—X AX —X•1'—S1F-�1f —Aik�—X�X —xst— —X d.-4. - sir O S89'5 OM LALD APING 3 CONC. / ---- so 2u) 2 AR' A DRAIN / GV N .24 8" SO m /CB Type 1 3 9 12" \O S I / GE 432.52 89 12" IE E 427.52 12'4 4 584 SF (0.335 ACRES) 4 \ o IE W 427.52 12 a. cn BTU 428.32 o U SD m to in DWG NO. i--- 1// ?116 SF (0.049) ACRES SD N '0,948 SF (0.251) ACRES W / 13,064 SF (0.300) ACRES 7///,I OR r_-_-!= !,520 SF (0.035) ACRES Nr A. NI ELLAYENN'S LLC ,mc. PACIFIC PLACE RETAIL �_� _�� �ve�� DEVELOPED CONDITIONS FIG 3B 1a 0 10 20 �� _• OR a74MO BASIN MAP — FIGURE 3B Box 1132 DATE CAD FILE NUMBER: REV. SCALE IN FEET 'A 98249 331.4131 02/13/07 PP Basin Map A sHT 1 OF Pacific l TIR Place Retail February 13,2007 f u s�§ s s.., �.F i, a 41 s rags 4-. ? :. , g s , „ ,,-- .' ' ''^ .-. *:, , ..,,, ' 1 ' : ,,,. FIGURE 4 Soils Map (excerpt from MRCS Web Soil Survey —See APPENDIX C) Davido Consulting Group,Inc. Page 10 TIR Pacific Place DRAFC.doc TIR Pacific Place Retail February 13,2007 2. CONDITIONS AND REQUIREMENTS SUMMARY The City of Federal Way pre-application conference summary letter(see APPENDIX B) states that the staff anticipates a Targeted Drainage Review required for the project. The Targeted Drainage Review includes addressing the eight core and five special requirements of the SWDM. The City's pre-application conference summary letter mentions that because the storms drain system on Pacific Hwy S was recently upgraded a"Level 1 downstream analysis is required only to the point where the drainage discharges to that system."The City's letter states that Level 1 flow control is required if"5,000 square feet or more of new impervious are is created. If not,the project will be exempt from flow control requirements."The City's letter also states that water quality treatment is"required for all new and existing pollution-generating impervious area"and StoiniFilter products may be used. The project conditions and requirements are summarized as follows: ➢ The existing site conditions are those that existing prior to May 1979 because the pavement existed prior to May 1979. ➢ The project is subject to Targeted Drainage Review with an explanation of how the eight core and five special requirements of the SWDM will be met or an explanation of why the project is exempt from a requirement. ➢ The project is exempt from Core Requirement#3: Flow Control because there is less than 5,000 square feet of new impervious surface created. ➢ The project is required to provide water quality treatment per Core Requirement#8 because there is 5,000 square feet of new/replaced PGIS. The following sections address the SWDM core and special requirements. 2.1 Core Requirement#1: Discharge at the Natural Location The proposed drainage system will route the site runoff to existing catch basin on the KFC parcel and into the storm system on Pacific Hwy S which is the natural discharge location(see Section 1.6 and Section 5). 2.2 Core Requirement#2: Offsite Analysis Per the City's pre-application conference summary the offsite analysis only needs to extend to the storm system on Pacific Hwy S. The proposed storm drain system will connect to the existing catch basin on the KFC parcel which is connected to the Pacific Hwy S storm system with less than 30 feet of pipe. The offsite analysis was abbreviated, focusing on the existing storm drain to the Pacific Hwy S system(see Section 3 and Section 5) 2.3 Core Requirement#3: Flow Control The project is exempt from flow control requirements(see Section 2). 2.4 Core Requirement#4: Conveyance System The new conveyance system is all privately owned. The new and existing conveyance systems were analyzed to confirm adequate capacity (see Section 5). Davido Consulting Group,Inc. Page 11 TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 2.5 Core Requirement#5: Erosion and Sediment Control Erosion and sediment control (ESC)measures were designed for the project and shown on an ESC plan(see ESC plan and Section 8). 2.6 Core Requirement#6: Maintenance and Operations The proposed drainage facilities will follow the SWDM maintenance and operations requirements and the proposed StoiniFilter catch basin will be maintained with a maintenance contract(see Section 10). 2.7 Core Requirement#7: Financial Guarantees and Liability A bond quantities worksheet was prepared in accordance with the latest City of Federal Way requirements (see Section 9). 2.8 Core Requirement#8: Water Quality Water quality treatment is provided for the pollution generating impervious surface (see Section 4.3). 2.9 Special Requirement#1: Other Adopted Area-Specific Requirements The project appears to be within the Hylebos Creek water shed and subject to the King County Hylebos Creek and Lower Puget Sound Basin Plan. The water quality treatment facilities,in accordance with the City's pre-application conference summary, were designed to meet the stream protection requirements and meet the requirements of Special Requirement#1. 2.10 Special Requirement#2: Floodplain/Floodway Delineation There are no adjacent streams, lakes,wetlands, or closed depressions therefore the project is exempt from Special Requirement#2. 2.11 Special Requirement#3: Flood Protection Facilities There are no existing or proposed flood protection facilities therefore the project is exempt from Special Requirement#3 (see Section 2). 2.12 Special Requirement#4: Source Control There are no commercial uses anticipated(e.g., car wash)that will require source control measures beyond the proposed water quality treatment facilities and therefore the project is exempt from Special Requirement#4. 2.13 Special Requirement#5: Oil Control It is anticipated that the ADT will be less than 100 vehicles per 1,000 square feet of gross building area and the site will not be subject to petroleum storage or maintenance of a diesel vehicle fleet therefore the project is exempt from Special Requirement#5. Davido Consulting Group,Inc. Page 12 TIR Pacific Place DRAFT.doc • TIR Pacific Place Retail February 13,2007 3. OFFSITE ANALYSIS The City is requiring a Level 1 downstream analysis to the system on Pacific Hwy S (see Section 2). The proposed storm drainage system will connect to Pacific Hwy S system via the existing storm drain from the KFC parcel that is less than 30 feet long so the downstream analysis only needs to include the KFC storm drain. As shown in the conveyance analysis(see Section 5)the existing drain has sufficient capacity for the KFC parcel and the subject parcel and therefore this section has been abbreviated accordingly. There have been no complaints regarding the existing KFC storm drain system and no new problems are expected. Should the proposed storm drain system overtop it will not create or aggravate a severe problem. • • Davido Consulting Group,Inc. Page 13 TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 4. FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN As discussed in Section 2,the site is subject to Targeted Drainage Review and because there is less than 5,000 square feet of new impervious surface created the project is exempt from flow control but the project will be required to provide water quality treatment. KCRTS modeling was completed for the subject site and the KFC parcel in order to design the water quality treatment facility and design/evaluate the conveyance system. This report contains a modified/abbreviated version of the SWDM TIR requirements for this section. 4.1 Stormwater Facility Modeling Summary The stormwater facility modeling is summarized in the following sections. 4.1.1 Basin Delineation,Land Cover, and Soils The existing and developed basins are shown in FIGURE 3.The existing and developed site land cover was measured using AutoCAD to measure the pervious and impervious land cover areas (see TABLE 1)and categorizing them per KCRTS. As discussed in Section 1.7 the site soils are till. The KCRTS executable file for the existing site,developed site,PGIS area for the water quality facility, and KFC site 15-minute series files are attached in APPENDIX D. TABLE 2 summarizes the modeling land cover and soils. TABLE 2 Modeled Land Cover& Soils (areas in acres) PGIS Area for Existing Developed WQ KFC Sites Site Facility2 Parcel Impervious 0.207 0.251 0.159 0.300 Surface Till Grass 0.126 0.081 0.029 0.040 Total 0.332 0.332 0.188 0.340 1The"existing"site includes conditions existing prior to May 1979 2The PGIS area includes the parking lot plus part of the walkways and landscape area. 4.1.2 KCRTS Modeling Results The basins and land cover conditions shown in TABLE 2 were input into the KCRTS modeling as the Seattle region with a scale factor of 1.01 and 15 minute time series were created for all basins. The time series files were then used to generate peak return period flows. The KCRTS modeling input and results printouts are attached in APPENDIX D. The KCRTS peak flow Davido Consulting Group,Inc. Page 14 TIR Pacific Place DRAFr.doc TIR Pacific Place Retail February 13,2007 results for the existing site, developed site, PGIS area for the water quality facility, and KFC site are summarized in TABLE 3. TABLE 3 KCRTS Modeling Results Summary (Flows in cfs for 15 minute time series) Return Existing Developed Site KFC Period Site Site PGIS Parcel 1.1 0.071 0.084 0.053 0.101 1.3 0.08 0.097 0.062 0.116 2 0.1 0.121 0.076 0.144 3 0.12 0.133 0.083 0.156 5 0.125 0.14 0.087 0.164 10 0.14 0.167 0.105 0.197 25 0.216 0.246 0.151 0.282 50 0.279 0.309 0.186 0.346 100 0.311 0.34 0.204 0.378 As shown in TABLE 3 and the detailed flow results summary in APPENDIX D,the developed site runoff increases approximately 0.029 cfs from the existing site for the 100-year return period. 4.2 Flow Control Facility Design As discussed in Section 2,flow control is not required. 4.3 Water Quality Facility Design The proposed water quality facility is a StoiulFilter catch basin for the site PGIS. The StormFilter catch basin is designed in accordance with the SWDM and the City's StormFilter product policy memorandum. The number of cartridges in the StoiuiFilter catch basin is determined by the water quality flow and treatment capacity of the StormFilter cartridges. According to the SWDM the water quality flow is 60%of the KCRTS 2-year return period flow and according to the City's StormFilter policy memorandum the design flow rate of the cartridges is 7.5 gallons per minute. The StormFilter catch basin design is summarized in TABLE 4. TABLE 4 StormFilter Catch Basin Design Summary KCRTS 2-year Flow 0.076 cfs WQ Flow% of 2-year 60% WQ Flow 0.0456 cfs StoiinFilter Cartridge Rate 7.5 gpm StouuFilter Cartridge Rate 0.0167 cfs #of Req'd Cartridges 2.73 cartridges As shown in TABLE 4,the calculated required cartridges is 2.73 which rounds up to 3 cartridges. Davido Consulting Group,Inc. Page 15 TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 5. CONVEYANCE SYSTEM ANALYSIS AND DESIGN The existing and proposed conveyance systems were analyzed using Rational Method modeling and backwater analysis in StormShed2G(see APPENDIX E). The following sections summarize the analysis. 5.1 Existing Conveyance The majority of the existing site and KFC parcel are drained to a Type 1 catch basin at the southeast corner of the KFC parcel. An approximately 27-foot long eight-inch diameter storm drain at 7.26% slope conveys the runoff from the catch basin to a catch basin in the new storm drain system on Pacific Hwy S. In order analyze the existing storm drain,the 25 and 100-year runoff from both sites was added and routed through the pipe using the Rational Method in StormShed2G. As shown in the StormShed2G printouts in APPENDIX E,the existing conveyance has sufficient capacity for the 25-year flow(1.43 cfs) and the 100-year flow(1.81 cfs). 5.2 Proposed Conveyance Description The proposed conveyance system, shown in the civil engineering plans submitted under separate cover,includes an 8-inch storm drain system connected to the catch basin on the KFC site. The proposed storm drain was designed using the 25 and 100-year runoff from the site routed through the system using the Rational Method in StormShed2G. As shown in the StormShed2G printouts in APPENDIX E,the proposed conveyance has sufficient capacity for the 25-year flow(0.67 cfs) and the 100-year flow(0.85 cfs). Should the proposed conveyance system overtop the runoff will flow along the south curb on the KFC parcel(within the utility easement for the subject project) and surface flow into the gutter on Pacific Hwy S; no severe flooding or erosion problems will be created or aggravated. 6. SPECIAL REPORTS AND STUDIES Other than the geotechnical engineer report(see Section 1.7)no special reports or studies are required for the proposed project. 7. OTHER PERMITS Permits will be required by other agencies, such as for utilities, however;the other permits will not include more stringent drainage requirements. 8. ESC ANALYSIS AND DESIGN This section summarizes the ESC analysis and design. 8.1 Proposed ESC Measures A stabilized entrance will be maintained throughout construction through use of the existing asphalt in the access easement and installation of a stabilized construction entrance on the exposed area of the site. Silt fence will be installed as required,based on site conditions. Site surface drainage will be maintained to prevent ponding and inlet protection will be provided at Davido Consulting Group,Inc. Page 16 TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 all existing and proposed catch basins that may receive runoff during construction. Stockpiled • soils will be covered. All disturbed areas that will not be paved,will be stabilized by planting and mulching immediately after construction. 8.2 Proposed ESC Measures Summary and Sequence The proposed erosion and sedimentation control measures and sequence of the measures are summarized in TABLE 5. TABLE 5 Proposed ESC Measures and Construction Sequencing (all ESC Measures Shall Comply with the SWDM Appendix D) Esc Measure Comment 1 Identify Clearing Limits Mark by fencing or other means to contain the clearing activities. 2 Install Silt Fence Install silt fence around disturbed areas where sediment could be transported off-site. Adjust silt fence as required by site conditions and construction sequencing. 3 Construct stabilized construction After pavement/site demo, entrances construct stabilized entrance(s). 4 Install inlet protection as Ensure that sediment cannot enter required,based on construction the existing or proposed system, sequencing whichever is connected to the street drainage system. 5 Inspect drainage system, clean if Verify that all drainage system necessary before components, including the water paving/stabilizing. quality vault are free of sediment before removing inlet protection. 6 Sod/Seed Exposed Areas Cleared areas will be sod/seeded as soon as possible after grading completed(few weeks). 9. BOND QUANTITIES,FACILITY SUMMARIES,AND DECLARATION OF COVENANTS/AGREEMENTS The bond quantities for the improvements in the public right of way were calculated using the City's Bond Quantities Worksheet attached in APPENDIX F. The only applicable facility summary and agreements apply to the proposed StormFilter catch basin and all Stoin,Filter related documents required by the City have been attached in APPENDIX F. 10. OPERATIONS AND MAINTENANCE MANUAL All stormwater facilities should be maintained in accordance with Appendix A of the SWDM. The StormFilter catch basin requires special maintenance that will be included in a maintenance contract for the facility(see APPENDIX F). Davido Consulting Group,Inc. Page 17 11R Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 APPENDIX A Figure 1 - Technical Information Report (TIR) Worksheet TIR Pacific Place DRAFT.doc TIR Pacific Place Retail February 13,2007 Part 1 PROJECT OWNER AND* - ;1 Part 2 `PROJECT LOCATION AND PROJECT ENGINEER DESCRIPTION Project Owner: Ellayenn's LLC Project Name: Pacific Place Address: 5363 S. Kenyon St Project Location Seattle,WA 98118 Address: 31717 Pacific Hwy S Phone: (206) 604-6322 Township: 21N Project Engineer: Erik Davido,P.E. Range: 4E Company: Davido Consulting Group, Inc. Address/Phone: 15029 Bothell Way NE Section: 8 B Ste 600, Lake Forest Park, WA 98115 ph. (206) 523-0024 it 3 TYPEiljR*ERMIT r � g '. k l%1 • rx� Part 4, ��WS ANI?PERf=7�S, ❑ Subdivision ❑ DFW HPA ❑ Shoreline _ Short Subdivision Management _ Grading 0 COE 404 ❑ Rockery Commercial ❑ DOE Dam Safety ❑ Structural Vaults ❑ Other(see TIR Section 7) E FEMA Floodplain I Other ❑ COE Wetlands Community: City of Federal Way Drainage Basin: Hylebos Creek 6 k SITE C RAC 1�R1 S , ; �;1;' ❑ River ❑ Floodplain ❑ Stream ❑ Wetlands ❑ Critical Stream Reach ❑ Seeps/Springs ❑ Depressions/Swales ❑ High Groundwater Table ❑ Lake C. Groundwater Recharge ❑ Steep Slopes Other: (no critical areas) FIGURE 1 - TIR Worksheet Page 1 TIR Pacific Place Retail February 13,2007 Part 7 SOILS .F; .,a<,- "r 'x a.ca• .r .,, ''\ -``rZ _ rwF, ,r F,.,•_. Soil Type Slopes Erosion Potential Erosive Velocities Till moderate minimal No ❑ Additional Sheets Attached .,•ems i r z :. art 8 I144I % • 1 ., REFERENCE LIMITATION/SITE CONSTRAINT ❑ Additional Sheets Attached .�;E IR� ' TS a,ayay�" F� - ,� .� •,� fi d� ,!r o.05• I.r%�. ..,Sa.:�r°_y,.., .��.,..Y+xa� � ✓..... ..., k ,..�SY• a�a�. a .L°. _ r MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION El Facilities VW Stabilize Exposed Surface II Stabilized Construction Entrance Remove and Restore Temporary ESC Perimeter Runoff Control Facilities ❑ Clearing and Grading Restrictions Clean and Remove All Silt and Debris Cover Practices Ensure Operation of Permanent Facilities Construction Sequence ❑ Flag Limits of SAO and open space Other preservation areas ❑ Other FIGURE 1 - TIR Worksheet Page 2 TIR Pacific Place Retail February 13,2007 Part10, SURFACE WATER;SYSTEM ❑ Grass Lined C Tank ❑ Infiltration Method of Channel Analysis: ❑ Vault ❑ Depression Pipe System _ KCRTS _ Energy ❑ Flow Dispersal ❑ Open Channel Dissipater — Compensation/Miti ❑ DryPond — Waiver gation of ❑ Wetland C Regional Eliminated Site Wet Pond ❑ Stream Detention Storage: NA Brief Description of System Operation: No detention required. Site PGIS will be collected in StormFilter CB and all site runoff will be routed to storm system on Pacific Hwy S. Facility Related Site Limitations Reference Facility Limitation ''Part 11 STRUCTURAL ANALYSIS Part'12 EASEMENTS/TRACTS ❑ Cast in Place Vault ®' Drainage Easement Retaining Wall ❑ Access Easement El Rockery > 4' High ElNative Growth Protection Easement ❑ Structural on Steep Slope ❑ Tract El Other _ Other P r 13 SIGNATURE OF PROFESSIONA : ENS, INEER I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. / Signed/Date FIGURE 1 - TIR Worksheet Page 3 TIR Pacific Place Retail February 13,2007 APPENDIX B City of Federal Way Pre-application Conference Summary (excerpt—PP 1, 4, & 5) Davido Consulting Group,Inc. TTR Pacific Place DRAFT.doc • CITY HALL CITY OF 33325 8th Avenue South Federal \Na Mailing Address; PO Box 9718 Federal Way,WA 98083 9718 (253)835-7000 www.cityofledaratway com October 13,2006 OCT 1 6 2006 CDA, INC. Carl Pirscher CDA Architects Inc. 19500 Ballinger Way NE, Suite 200 Shoreline,WA 98155 RE: File#06-104555-00-FC,PREAPPLICATION CONFERENCE SUMMARY Pacific Retail,*No Site Address* • Dear Mr, Pirscher: • Thank you for participating in the preapplication conference with the City of Federal Way's Development Review Committee(DRC)held October 5,2006. We hope that the information discussed at that meeting was helpful in understanding the general requirements for your project as submitted. This letter summarizes comments given to you at the meeting by the members of the DRC.The members who reviewed your project and provided comments include staff from the City's Planning and Building Divisions and Public Works Department, and representatives from Lakehaven Utility District and South King Fire and Rescue. Some sections of the Federal Way City Code(FWCC)and relevant information handouts are enclosed with this letter. Please be advised,this letter does not represent all applicable codes.In preparing your formal application,please refer to the complete FWCC and other relevant-codes ._ for all additional requirements that may apply to your project. • The key contact for your project is Laura Kim,253-835-2641,1aura.kim®cityoffederalway.com. For •• • specific technical questions about your project,please contact the appropriate DRC representative as listed below.Otherwise,any general questions about the preapplication and permitting process can be referred to your key contact. PROJECT DESCRIPTION The proposed project consists of a retail single-story building approximately 3,932 square feet. It is zoned CC-F. The proposed Pacific Retail building is bordered by the Pavilions II Shopping Center on Pacific Highway South. MAJOR ISSUES Outlined below is a summary of the major issues of your project based on the plans and information submitted for preapplication review.These issues can change due to modifications and revisions in the plans.These major issues only represent comments that the DRC consider most significant to your project and do not include the majority of the comments provided.The major issues section is only provided as a means to highlight critical requirements or issues.Please be sure to read the entire department comments made in the next section of this letter. Mr.P irscher page 4 October 13,2006 Outside Storage Areas—The proposal includes relocation for an existing dumpster to the KFC property. Assuming that the KFC property is a separate parcel, any project-related improvements or other impacts affecting the KFC property(or any other existing private property impacted by the proposal)require written authorization of the affected property owner(s),In addition,all work proposed on any other parcel(s)must meet all applicable code requirements.All trash enclosures shall be screened from abutting properties and/or public rights-of-way by a 100 percent site-obscuring fence or wall and appropriate landscape screen pursuant to FWCC 22-1564(d). Landscaping—The Land Use application must be accompanied by a preliminary landscape plan, prepared by a Washington State licensed landscape architect in accordance with the City's landscape code (FWCC Chapter 22, Article XVII, "Landscaping"). Please note that the final landscape plans shall be prepared to a scale no smaller than one inch equals 30 feet. Parking Areas/Screening for rights-of-ways—Parking areas adjacent to public ROW's shall incorporate berms at least three feet in height within perimeter landscape areas; or alternatively, add substantial shrub plantings to the required perimeter landscape type;and/or provide architectural features of appropriate height with trees shrubs and groundcover, sufficient enough to substitute a three-foot berm to reduce the visual impact of parking areas and screen automobiles. (FWCC 22-1567(e)(l)). Design Guidelines Bike racks should be provided for all commercial developments pursuant to FWCC 22-1634(d)(4). Façade modulations as well as building arcades are shown meeting the design requirements.Please show that the facade modulation will meet the required measurement of minimum depth: two feet. Building facades shall incorporate a combination of façade treatment options as listed,to a degree that is appropriate to the building size,scale,design,and site context. At least 40 percent ground level principal façade located alongthe right-of-way must contain transparent glass.With the principal façade to eventually face 318 in mind,the primary entrance shall be located toward the south of the building. Landscaping shall be used to define and highlight building entrances,plazas,windows,walkways,and open space. Principal facades shall be provided of right-of-ways,bus stops,parking areas, and any pedestrian plazas and public on site open space to primary building entrances. PUBLIC WORKS DEVELOPMENT SERVICES DIVISION (Ann Dower,253-835-2732 ann.dow er®cityoffederalway.com) Land Use Issues—Stormwater 1. Surface water runoff control and water quality treatment requirements are outlined in the 1998 King 1Ci CI ; . County Surface Water Design Manual(KCSWDM) and the City of Federal Way Addendum to the 1998 KCSWDM. If this project creates 5,000 square feet or more of new impervious surface,Full Drainage Review will be required. However,:because a substantial portion of the site is already paved, staff anticipates that only a Targeted,.T?rairn,a.ge,Review will,be necessary.This review shall include an explanation of how the eight core and five special requirements of the KCSWDM will be met,or an explanation of why the project is exempt from a requirement.Due to recent upgrades to the conveyance system in Pacific Highway South, a Level 1 downstream analysis is required only to the point where drainage discharges to that system.The City has I"= 100', five-foot contour planirnetric maps and as-built drawings that may be used for basin analysis. bpi ID 36061 O4•I0a555 Mr.Pirscher • Page 5 October 13,2006 2. The project lies within a Level 1 flow control area,thus the applicant must design the flow control facility to meet this performance criteria if_5,000 scfuare feet or more of new impervious area is created.If not, the project will be exempt from flow control requirements.The project also lies within a Resource Stream Protection Water Quality Area.Water Quality Treatment is required for all new and existing pollution-generating impervious area,and shall be designed to meet the treatment criteria of the Resource Stream Protection Menu.In addition to the methods described in the KCSWDM, Stormfilter©products may be used as stand-alone treatment.Please review the enclosed policy memo. 3. In lieu of providing onsite detention (if required),the applicant may elect to convey storrnwater to Kitts Corner regional facility.The pro-rata share contribution amount is$8,722 per acre,which is applied to the entire site irrespective of proposed impervious area. Water quality treatment must be provided onsite prior to discharge. 4. Show the proposed location and dimensions of the detention and water quality facilities on the preliminary plans. Right-of-Way Improvements See the Traffic Division comments from Sanjeev Tandle,P,E.,PTOE,for traffic related items. Building Permit Issues • 1. Engineered plans are required for clearing,grading,road construction,and utility work.Plans must be reviewed and approved by the City.Engineering review fees are$730.00 for the first 12 hours of review,and$61 per hour for additional review time. A final TIR shall be prepared for the project and submitted with the engineering plans.Both the TIR and the plans will require the signature/seal of a professional engineer registered/licensed in the State of Washington. 2. The Federal Way Development Standards Manual(including standard detail drawings, standard notes,and engineering checklists)is available on the City's website at www.cityoffederalway.com to assist the applicant's engineer in preparing the plans and TIR. 3. Bonding is required for all site improvements associated with the project.The bond amount shall be 120 percent of the estimated costs of the improvements. An administrative fee deposit will need to accompany the bond to cover any possible legal fees in the event the bond must be called.Upon completion of the installation of the improvements, and final approval of the Public Works Inspector,the bond will be reduced to 30 percent of the original amount and held for a two-year maintenance period. 4, The developer will be responsible for the maintenance of all storm drainage facilities (including the detention and water quality facilities)and street systems during the two-year maintenance period. During that time,the Public Works Inspector will make periodic visits to the site to ensure the developer's compliance with the maintenance requirements. Upon satisfactory completion of the two-year maintenance period,the remainder of the bond will be released.Maintenance for public roads then becomes the responsibility of the City. Maintenance for private roads and drainage facilities remain the responsibility of the individual property owners. • 06.ID+555 Doc ID 9FD61 TIR Pacific Place Retail February 13,2007 APPENDIX C NRCS Web Soil Survey Mapping Davido Consulting Group,Inc. TIlt Pacific Place DRAFP.doc • • P. 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TUR Pacific Place DRAFC.doc tsf_all .exc KCRTS Program. . .File Directory: C:\KC_SWDM\KC_DATA\ [C] CREATE a new Time Series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.126 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 wetland 0.207 0.00 0.000000 Impervious exist_15.tsf T 1.01000 F [C] CREATE a new Time Series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.081 0.00 0.000000 Till Grass 0.00 0.00 0.000000 outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 Outwash Grass 0.00 0.00 0.000000 wetland 0.251 0.00 0.000000 Impervious dev_15.tsf T 1.01000 F [C] CREATE a new Time Series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.04 0.00 0.000000 Till Grass 0.00 0.00 0.000000 Outwash Forest 0.00 0.00 0.000000 Outwash Pasture 0.00 0.00 0.000000 outwash Grass 0.00 0.00 0.000000 wetland 0.30 0.00 0.000000 Impervious kfc_15.tsf T 1.01000 F [C] CREATE a new Time Series ST 0.00 0.00 0.000000 Till Forest 0.00 0.00 0.000000 Till Pasture 0.029 0.00 0.000000 Till Grass 0.00 0.00 0.000000 outwash Forest 0.00 0.00 0.000000 outwash Pasture 0.00 0.00 0.000000 outwash Grass 0.00 0.00 0.000000 wetland 0.159 0.00 0.000000 Impervious sfcb_15.tsf T 1.01000 F [T] Enter the Analysis TOOLS Module [P] Compute PEAKS and Flow Frequencies exist_15.tsf exist_15.pks [P] Compute PEAKS and Flow Frequencies Page 1 tsf_all .exc dev_15.tsf dev_15.pks [P] Compute PEAKS and Flow Frequencies kfc_15.tsf kfc_15.pks [P] Compute PEAKS and Flow Frequencies sfcb_15.tsf sfcb_15.pks [R] RETURN to Previous Menu Page 2 exist_15.pks Flow Frequency Analysis Time Series File:exist_15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.100 6 8/27/01 18:00 0.311 1 100.00 0.990 0.071 8 1/05/02 15:00 0.216 2 25.00 0.960 0.216 2 12/08/02 17:15 0.140 3 10.00 0.900 0.080 7 8/23/04 14:30 0.125 4 5.00 0.800 0.125 4 11/17/04 5:00 0.120 5 3.00 0.667 0.120 5 10/27/05 10:45 0.100 6 2.00 0.500 0.140 3 10/25/06 22:45 0.080 7 1.30 0.231 0.311 1 1/09/08 6:30 0.071 8 1.10 0.091 Computed Peaks 0.279 50.00 0.980 Page 1 dev_15.pks Flow Frequency Analysis Time Series File:dev_15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (cFS) (CFS) Period 0.121 6 8/27/01 18:00 0.340 1 100.00 0.990 0.084 8 9/17/02 17:45 0.246 2 25.00 0.960 0.246 2 12/08/02 17:15 0.167 3 10.00 0.900 0.097 7 8/23/04 14:30 0.140 4 5.00 0.800 0.133 5 10/28/04 16:00 0.133 5 3.00 0.667 0.140 4 10/27/05 10:45 0.121 6 2.00 0.500 0.167 3 10/25/06 22:45 0.097 7 1.30 0.231 0.340 1 1/09/08 6:30 0.084 8 1.10 0.091 Computed Peaks 0.309 50.00 0.980 Page 1 sfcb_15.pks Flow Frequency Analysis Time series File:sfcb_15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.076 6 8/27/01 18:00 0.204 1 100.00 0.990 0.053 8 9/17/02 17:45 0.151 2 25.00 0.960 0.151 2 12/08/02 17:15 0.105 3 10.00 0.900 0.062 7 8/23/04 14:30 0.087 4 5.00 0.800 0.083 5 10/28/04 16:00 0.083 5 3.00 0.667 0.087 4 10/27/05 10:45 0.076 6 2.00 0.500 0.105 3 10/25/06 22:45 0.062 7 1.30 0.231 0.204 1 1/09/08 6:30 0.053 8 1.10 0.091 Computed Peaks 0.186 50.00 0.980 Page 1 • • kfc_15.pks Flow Frequency Analysis Time Series File:kfc_15.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) Period 0.144 6 8/27/01 18:00 0.378 1 100.00 0.990 0.101 8 9/17/02 17:45 0.282 2 25.00 0.960 0.282 2 12/08/02 17:15 0.197 3 10.00 0.900 0.116 7 8/23/04 14:30 0.164 4 5.00 0.800 0.156 5 10/28/04 16:00 0.156 5 3.00 0.667 0.164 4 10/27/05 10:45 0.144 6 2.00 0.500 0.197 3 10/25/06 22:45 0.116 7 1.30 0.231 0.378 1 1/09/08 6:30 0.101 8 1.10 0.091 computed Peaks 0.346 50.00 0.980 Page 1 • TIR Pacific Place Retail February 13,2007 APPENDIX E Conveyance Analysis Davido Consulting Group,Inc. TIR Pacific Place DRAFT.doc StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 Layout Report:PacPlacelnnnn���: PacPlace StorrShed 1- 11 l File Edit View 'Layout Data Misc Help 1 ❑ a6r oW, 1.4 V. n BEAU E i PacPlace E X Basins BLDG-LS KFC PKG SFCB PROTOTYPE Discharge E• Hydrographs L Layouts MBES C01 F ®Nodes C 2 CR1 cal 1 1 P2. CBPacHwy ` COS CO2 '` CBPacHwy PROTOTYPE SFCB 1+:EAReaches mIrE- >i x:1184 y.7141 5 Nodes,4 Reaches PacPlacet t•iNo.DEID uREACH ILT A Event Precip(in) 25 year 3.4000 100 year',14.2000 Reach Records Record Id:P1 Section Shape: Circular I Uniform Flow Method:!Manning's Coefficient 0.0130 Routing Method: Travel Time Translation DnNode CO2 UpNode 'CO1 Material Plastic .Size 18"Diam Ent Losses Groove End w/Headwall Length 57.0000 ft Slope 1.54% Up Invert 1426.5600 ft 1Dn Invert 1425.6822 ft'. Conduit Constraints StormShed2G Printouts Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 1 of 6 StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 12.00 ftls 115.00 ft/s 10.50% 12.00% 13.00 ft Drop across MH 0.0000 ft Ex/Infil Rate 0.0000 in/hr Up Invert 1425.6822 ft 1Dn Invert 1426.5600 ft Match inverts. 1DnNode Cot (UpNode lCO1 Record Id:P2 Section Shape: Circular Uniform Flow Method: Manning's Coefficient 0.0130 Routing Method: Travel Time Translation DnNode CB1 UpNode CO2 Material Ductile Iron .Size 18"Diam Ent Losses }Groove End w/Headwall Length 124.0000 ft Slope 2.00% Up Invert 1425.6800 ft 1Dn Invert 1423.2000 ft Conduit Constraints Min Vel Max Vel Min Slope Max Slope Min Cover 2.00 ft/s 115.00 ftls',10.50% 12.00% 13.00 ft Drop across MH 0.0000 ft Ex/Infil Rate 0.0000 in/hr'. Up Invert 1423.2000 ft Dn Invert 1425.6800 ft Match inverts. 1DnNode !CB1 UpNode ICO2 Record Id:P3 Section Shape: Circular 1 Uniform Flow Method: Manning's Coefficient: 0.0130 Routing Method: Travel Time Translation DnNode CBPacHwy UpNode CB1 Material Conc-Spun [Size 18"Diam Ent Losses Groove End w/Headwall Length 27.0000 ft Slope 7.26% Up Invert 1423.1800 ft jDn Invert 1421.2200 ft Conduit Constraints Min Vel Max Vel"Min Slope Max Slope,Min Cover 2.00 ft/s115.00 Ills 10.50%.,, '12.00% 13.00 ft Drop across MH 10.0000 ft ,Ex/Infil Rate 10.0000 in/hr', StormShed2G Printouts Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 2 of 6 StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 Up Invert '421.2200 ft jDn Invert 1423.1800 ft`3 Match inverts. OnNode ICBPacHwy jUpNode ICB1 Record Id:P4 Section Shape. Circular Uniform Flow Method: Manning's Coefficient 0.0130 Routing Method: Travel Time Translation DnNode CO2 UpNode SFCB Size 8 Diam Ent Losses Groove End w/Headwall ........... Length 5.0000 ft Slope 6.40% Up Invert 1426.0000 ft 1Dn Invert 1425.6800 ft Conduit Constraints Min Vel Max Vel Min Slope;1Max Slope',Min Cover 12.00 ft/s 115.00 ft/s',10.50% 12.00% 13.00 ft Drop across MH 0.0000 ft Ex/Infil Rate 0.0000 in/hr Up Invert 1425.6800 ft (Dn Invert 1426.0000 ft Match inverts. jDnNode 1CO2 UpNode 1SFCB Node Records Record Id:CBI. Descrip: existing CB in KFC parcel Increment 0.10 ft Start El. 423.1800 ft Max El. 433.1800 ft Classification Catch Basin Structure Type CB-TYPE 1 Ent Ke Groove End w/Headwall(ke=0.20), Channelization Curved or Deflector', Catch 1.4160 ft Bottom Area 13.9700 sf 'Condition !Existing Record Id:CBPaclwy Descrip: existing CB in Pacific Hwy S Increment 0.10 ft Start El. 421.2200 ft Max El. 425.0200 ft Classification' Catch Basin Structure Type CB-TYPE 1 Ent Ke 'Groove End w/Headwall(ke=0.20)IChannelization[Curved or Deflector StormShed2G Printouts Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 3 of 6 StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 Catch 1.4160 ft 'Bottom Area 13.9700 sf 'Condition [Existing Record Id:COI Descrip: new clean out near building lIncrement 0.10 ft Start El 1426.5600 ft Max El. 1430.1400 ft [Dummy Type Node Record Id:CO2 Descrip: new clean out downstream of StormFilter CB Increment 0.10 ft Start El. 1425.6800 ft [Max El. 428.4000 ft [Dummy Type Node Record Id:SFCB Descrip: StormFilter CB Increment 0.10 ft Start El. 426.0000 ft Max El. 428.3000 ft Classification Catch Basin Structure Type CB-TYPE 1L Ent Ke Groove End w/Headwall(lce 3.20)I Channelization Curved or Deflector Catch 1.0000 ft [Bottom Area 16.2200 sf ![Condition [Existing Contributing Drainage Areas Record Id:BLDG-LS Design Method [ Rational ( IDF Table: KingCountylr Composite C Cale Description SubArea Sub c Pavement and roofs(n=0.90) 0.09 ac 0.90 Lawns 10.05 ac 0.25 Directly Connected TC Cale Type Description Length Slope Coeff Misc TT Sheet [Smooth Surfaces.:0.011 150.00 ft 12.00% 10.0110 12.50 in 0.79 min 1 Directly Connected TC [ 0.79min StormShed2G Printouts Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 4 of 6 StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 Record Id:KFC Design Method Rational IDF Table: KingCountyIr Composite C Calc Description SubArea Sub c Pavement and roofs(n=0.90) 0.30 ac 0.90 Lawns 10.04 ac 10.25 Directly Connected TC Calc Type Description Length Slope Coeff Misc TT Sheet ISmooth Surfaces.:0.011 150.00 ft 12.00% (0.0110 ;0.00 in 0.00 nun Directly Connected TC 1 0.79min Record Id:PKG Design Method j Rational IDF Table: 1 KingCountyIr Composite C Calc jDescription SubArea Sub c Pavement and roofs(n=0.90) 0.16 ac 0.90 Lawns 10.03 ac 10.25 Directly Connected TC Calc Type Description Length Slope Coeff Misc TT Sheet 'Smooth Surfaces.:0.011 150.00 ft 12.00% (0.0110 (0.00 in 0.00 min I Directly Connected TC 0.79min StormShed2G Printouts_Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 5 of 6 StormShed2G Printouts Pacific Place Retail Conveyance Analysis (Rational Method) 2/13/07 ROUTEHYD 0 THRU[PacPlacel]USING KingCountylr AND[25 yr]NOTZERO RELATIVE RATIONAL Reach Area TC Flow Full Q Full nDepth Size nVel fVel CBasin/ ID (ac) (min) (cfs) (cfs) ratio (ft) (ft/s) (ft/s) Hyd 8" P4 0.1880 0.01 0.4110 3.0653 0.13 0.1650 Diam 6.1073 8.7814 PKG 8" P1 0.1440 1.08 0.2619 1.5036 0.17 0.1885 Diam 3.2297 4.3076 BLDG-LS P2 0.3320 0.46 0.6730 1.7136 0.39 0.2900 Diam4.6172 4.9090 P3 0.6670 0.51 1.4350 3.2646 0.44 0.3096 Dgiam 9.0423 9.3524 KFC From Node I To Node Rch Loss(ft)IAPP(ft)!Bend(ft)IJunct oss(ft)1HW Loss Elev(ft) Max El(ft) 421.7822 CBI CBPacHwy 424.1426 0.0577 0.0119 424.0969 433.1800 CO2 CB1 426.2485 --na-- --na-- --na-- 426.2485 428.4000 SFCB CO2 426.4025 426.4025 428.3000 CO1 CO2 426.8824 ( --na-- --na-- I --na-- 426.8824 430.1400 Sufficient Capacity for 25-yr and 100-yr Flows ROUTEHYD[]THRU[PacPlacel]USING KingCountyIr As I [100 yr]NOTZERO RELATIVE RATIONAL Reach Area TC Flow Full Q Full nDepth Size nVel fVel CBasin/ ID (ac) (min) (cfs) (cfs) ratio (ft) (ft/s) (ft/s) Hyd 8" P4 0.1880 0.01 0.5169 3.0653 0.17 0.1852 Diam 6.5311 8.7814 PKG 8" P1 0.1440 1.06 0.3294 1.5036 0.22 0.2119 s Diam 3.4519 4.3076 BLDG-LS 8"P2 0.3320 0.44 0.8463 1.7136 0.49 0.3311 D8 4.8913 4.9090 8" P3 0.6670 0.48 1.8046 3.2646 0.55 0.3538 Diam 9.5889 9.3524 KFC From Node I To Node IRch Loss(ft)(App(ft)!Bend(ft)jJunct Loss(ft)1Hw Loss Elev(ft) Max El(ft) { 421.8304 CBI CBPacHwy 424.4296 0.0913 0.0189 424.3572 433.1800 CO2 CB1 426.3452 --na-- --na-- --na-- 426.3452 428.4000 SFCB CO2 427.4760 427.4760 428.3000 CO1 E CO2 426.9276 --na-- I --na-- I --na-- I 426.9276 430.1400 Licensed to:Davido Consulting Group,Inc. StormShed2G Printouts Pacific Place_Conveyance Analysis.doc DCG,Inc. Page 6 of 6 TIR Pacific Place Retail February 13,2007 APPENDIX F StormFilter Documents Davido Consulting Group,Inc. TIR Pacific Place DRAFT.doc avi► 1' JTe L ."'"..-------"SOLUTIONS INC. February 12,2007 Erik Davido, P.E. Davido Consulting Group, Inc. 15029 Bothell Way NE, Suite 600 Lake Forest Park, WA 98155 RE: StormFilter Review, Pacific Place Project CONTECH Stormwater Solutions Inc. has reviewed the plans showing the StormFilter stormwater treatment system for the Pacific Place project in Federal Way,Washington. The plans were prepared by Davido Consulting Group, Inc. This appears to be a good application for the StormFilter. The designer reports a water quality flow rate of 0.0456 cfs and a peak hydraulic flow rate resulting from the 100- year storm event of 0.204 cfs. The designer has specified a CatchBasin StormFilter unit with 3 filter cartridges and CSF filter media. Three 7.5-gpm filter cartridges will treat 0.05 cfs, which meets the treatment requirement. Since the internal bypass capacity of the CatchBasin StormFilter is 1.0 cfs, the StormFilter may be used online as shown on the plans; a separate high flow bypass structure is not required. The system appears to be constructible and the horizontal configuration of the inlet pipe and outlet pipe is acceptable for the CatchBasin StormFilter specified. The vertical separation between the rim and outlet pipe provides the prescribed 2.3 feet of drop required for the filter cartridges to operate. The location of the StormFilter on the site appears to allow adequate maintenance access and the inside height of the unit will provide sufficient clearance for maintenance activities. In summary, the StormFilter is expected to operate in accordance with CONTECH Stormwater Solutions'design intent. Please note that CONTECH Stormwater Solutions has not reviewed the hydraulics of the collection system upstream or downstream of the filter. Please do not hesitate to call if you have any questions or require more information. Sincerely, Kathryn Thomason Stormwater Designer ©2006 CONTECH Stormwater Solutions 12021-B NE Airport Way,Portland OR 97220 Page 1 of 1 contechstormwater.com Toll-free:800.548.4667 Fax:800.561.1271 TS-P052 A �' - Size and Cost Estimate STORLIATER .----.� �'`'-- - SOLUTIONS INC. Prepared by Kathryn Thomason on February 12, 2007 Pacific Place — Stormwater Treatment System Federal Way, WA Information provided: • Water quality flow, Qwq = 0.0456 cfs • Peak hydraulic flow rate, Qpeak= 0.204 cfs • Presiding agency = City of Federal Way Assumptions: • Media = CSF cartridges • Flow rate per cartridge = 7.5 gpm • Drop required from RIM to outlet= 2.3' minimum Size and cost estimates: The StormFilter is a flow-based system, and therefore, is sized by calculating the peak water quality flow rate associated with the design storm. The water quality flow rate was calculated by using KCRTS and provided to CONTECH Stormwater Solutions Inc. The StormFilter for this site was sized based on treatment flow rate of 0.0456 cfs. To accommodate this treatment flow rate, CONTECH Stormwater Solutions recommends using a steel three-cartridge CatchBasin StormFilter (see attached detail). The estimated cost of this size system is $12,500, complete and delivered to the jobsite. The contractor is responsible for setting the CatchBasin StormFilter and all external plumbing. The steel CatchBasin StormFilter has an internal bypass capacity of 1.0 cfs, which does not exceed the peak flows from this site. ©2006 CONTECH Stormwater Solutions 12021-B NE Airport Way,Portland OR 97220 Page 1 of 1 contechstormwater.com Toll-free:800.548.4667 Fax:800.561.1271 TS-P026 AiL►ITCAILII® Service Agreement Project Name N1117 IN� Pacific Place - Federal Way Term STORMWATER From:2/9/07 To: 2/9/08 OLUTIONS INC. Owner: Contact Name: Ellayenn's, LLC Daniel Nieder Telephone:/Fax: Email: Federal Tax ID Number: (206) 604-6322 / danielnieder@comcast.net Street/Mating Address: 5363 S. Kenyon St., Seattle,WA 98118 Site Address: 31717 Pacific Highway S, Federal Way,WA Project Number Vault Size #of Cartridges Media Type Cost Pacific Place CB 3 CSF $855 $0 $0 $0 $0 $0 Total Quoted Maintenance Cost(Taxes not included): $855 Services provided by CONTECH Stormwater Solutions Inc.: 1. CONTECH Stormwater Solutions Inc.(CONTECH)will perform an annual visual inspection of the cartridge/vault system. Results of this visual inspection will be utilized to determine appropriate maintenance needs. Anticipated maintenance fees are shown above. An inspection fee of$320 will apply if no maintenance is performed. 2. When maintenance is warranted,CONTECH provides a turnkey service that includes:vacuum removal of the accumulated liquids and solids;replacement of the exhausted cartridges;disposal of the accumulated materials;and a Certificate of Compliance for the completed maintenance. 3. Notify customer/representative,via written confirmation,that the inspection and/or maintenance has been performed. 4. Any special terms,conditions,services(etc.)are referenced in Addendum A(attached when applicable). Special conditions may include, but are not limited to,site specific pricing considerations;traffic control;special scheduling;etc. 5. A Certificate of Compliance for the completed visual inspection or maintenance will be provided upon receipt of full payment. CONTECH accepts Visa and MasterCard. 6. Contracts not executed within 60 days of above start date may be subject to price increase. 7. Services provided are specific to the CONTECH products listed above. Maintenance of other stormwater devices or appurtenances at the site are the responsibility of the customer(owner). We encourage the owner to maintain all stormwater structures at the site. The services to be performed and the related charges are based upon the assumption of unrestricted access,reasonable sedimentation loading (up to 6 inches in thickness),dry conditions,non-hazardous materials and no inappropriate discharges. If site conditions suggest the presence of hazardous materials,then all work will be stopped. The customer may be required to characterize(via analytical testing)the accumulated materials for disposal prior to conducting the field work. Work arising from the presence of regulated materials in excess of permitted levels will be billed as extra services. Regulated materials include but are not limited to: Pesticides,Herbicides,Insecticides,Solvents,Fuels,Strong Acids or Bases,Free Oils and/or Greases. Maintenance services are most effectively performed during the dry months(typicallyJulythrough September). Price will not be exceeded without prior approval from owner. This agreement is subject to and includes the attached Service Agreement Terms and Conditions. This section to be updated/completed by owner or authorized representative: Site Contact: Site Phone: This is a legally binding contract. CONTECH Stormwater Solutions Inc.agrees to provide and owner agrees to accept the specified services. Owner/Representative CONTECH Stormwater Solutions Inc. Title Representative's Signature Print Name Date Authorized Signature 12021-B NE Airport Way,Portland,OR 97220 P:800.548.4667 F:503.258.3191 www.contechstormwater.com STORMWATER SOLUTIONS INC. SERVICE AGREEMENT TERMS AND CONDITIONS 1. Period of Service: CONTECH Stormwater Solutions Inc. will commence work within the standard maintenance cycle outlined by the executed Agreement and will proceed with said work in a diligent manner until completion. CONTECH Stormwater Solutions will not be responsible for delays caused by factors beyond our control and will not be responsible for delays caused by factors which could not reasonably have been foreseen at the time this Agreement was executed. 2. Term of Agreement:The term of Agreement shall be one year unless either party gives written notice 60 days prior to date of termination via certified mail. Upon termination of agreement, any outstanding invoices and/or unbilled balances for services actually performed will be immediately due and payable. 3. Terms of Payment: Fees for Services will be billed upon completion of work performed. If customer (customer and/or representative) objects to any invoice submitted by CONTECH Stormwater Solutions, customer shall so advise CONTECH Stormwater Solutions, in writing, giving reasons therefore, within fourteen days of the date on said invoice. If customer fails to make any payment due CONTECH Stormwater Solutions for services and expenses within thirty days of the date on the invoice,the amounts not paid will be considered past due. A delinquency charge of 1.5%per month shall be added to the past due amount. In addition, CONTECH Stormwater Solutions may suspend services under this Agreement without liability for delay or for consequential or other damages which may result. If invoices remain outstanding past sixty days, CONTECH Stormwater Solutions shall pursue legal and equitable means to collect the outstanding balance. Customer agrees to pay all reasonable attorney's fees, court costs and collection fees incurred by CONTECH Stormwater Solutions in the collection thereof. 4. Changes and Cost Increases: CONTECH Stormwater Solutions may adjust the price to reflect cost increases. It is possible that increases in the cost of media disposal, labor and fuel may require an adjustment to the price. Increases will be confirmed,and agreed to,with the customer prior to conducting any work under a changed fee structure. 5. Payments in Event of Termination: In the event this Agreement is terminated, CONTECH Stormwater Solutions will be compensated for services performed under this Agreement to the date of termination in accordance with the above Term of Agreement and Terms of Payment provisions. If this Agreement is terminated by customer, CONTECH Stormwater Solutions will also be compensated for all reasonable costs and expenses incurred to assemble and close project files and records. 6. Standard of Performance: CONTECH Stormwater Solutions shall perform its services in accordance with generally accepted standards presently maintained by other practicing professionals engaged in the same type of work in the general location of the Project. CONTECH Stormwater Solutions makes no other warranty, express or implied. 7. Limitation of Liability: Any and all liability, claim for damages, cost of defense, or expenses to be levied against CONTECH Stormwater Solutions will be limited to a sum not to exceed Ten Thousand Dollars ($10,000)'or the amount of its fee, whichever is lesser, on account of any injury or damage to persons or property or arising out of any error, omission or professional negligence. 8. Attorney's Fees and Expenses: In the event suit or action is instituted to enforce any of the terms or conditions of this Agreement, the losing party shall pay to the prevailing party, in addition to the costs and disbursements allowed by statutes, such sum as the court may adjudge reasonable as attorney's fees in such suit or action, in both trial court and appellate courts. 9. Waiver: No waiver of a breach of any covenant, term or condition of this Agreement shall be a waiver of any other or subsequent breach of the same or any other covenant,term or condition or a waiver of the covenant,term or condition itself. 10. Controlling Law,Jurisdiction and Venue: The laws of the State of Oregon shall govern this Agreement. Jurisdiction and venue of any dispute hereunder shall be in Multnomah County,State of Oregon. 11. Successors and Assigns: The covenants, agreements and obligations of this Agreement shall extend to and be binding upon and inure to the benefit of the partners, heirs, personal representatives and assigns of the parties hereto. Neither customer nor CONTECH Stormwater Solutions shall assign, sublet or transfer any rights under or interest in this Agreement without the written consent of the other. Nothing contained in this paragraph shall prevent CONTECH Stormwater Solutions from employing, with prior consent of CUSTOMER, such independent professional associates and consultants, as CONTECH Stormwater Solutions may deem appropriate to assist in the performance of services hereunder. 12. Warranties: CONTECH Stormwater Solutions warranties the StormFilter components and their designed function only. CONTECH Stormwater Solutions does not guarantee any specified level of pollutant removal. 12021-B NE Airport Way, Portland,OR 97220 P:800.548.4667 F:503.258.3191 contechstormwater.com TIR Pacific Place Retail February 13,2007 APPENDIX G Engineer's Estimate and Bond Quantities Davido Consulting Group,Inc. TIR Pacific Place DRAFT.doc 4 ► CITY OF A Federal Way PUBLIC WORKS U C ORS EPARTMENT BOND QUANTITIES WORKSHEET Project Name: Pacific Place Retail Date: February 13, 2007 Project No.: By: Erik S. Davido Site Address: 31717 Pacific Highway S. Fill in those items which pertain to this project Public Roadway Private On-Site and return to the Public Works De'artment Im'rovements Im.rovements Item Unit Unit Price Quantity Price Quantity Price SITEiSTABILIZATIO,/EROSION CONTROL o " rt' 3 Quarry Spalls TN 75.00 InIMM 66 ••4950.00 Seeding/Mulch Acre 3,000.00 -MIME MOM Silt Fence LF 4.00 IMMIll 230 .920.00 Netting Jute Mesh SY 13.00 - Ill Sediment Pond Standpipe EA 200.00 -E. Sensitive Area Fencing LF 3.00 rillil MIIIIIIII Catch basin inserts EA 70.00 Ell 4 •,280.00 Subtotal ••6150.00 ROAD CONSTRUCTION •i. :••. r � .. ,•• .a,, u ,, 1,.:,.,r.:�., - Clearing&Grubbing LS Bid Estimate - - Sawcutting LF 1.30 - Excavation&Embankment CY 18.00 -E1111 AC Pavement TN 70.00 - CSTC TN 20.00 Cement Concrete Curb/Gutter LF 15.00 -Ill Extruded Asphalt Curb LF 5.00 Concrete Sidewalk SY 25.00 -r. Concrete driveway approach SY 45.00 MIIIMMI Monument in case EA 155.00 - Adjust ex. monument to grade EA 330.00 11.111111111- Adjust ex cb to grade EA 500 00 - .f.^RAINAG PIPE .,,� < .3:.f€C 1` .,. � i o- d,„4� �r„ .,..• . .4,Mu r� s,') , n m, k,. ..,`4 ,'.4,. 6" Pipe LF 12.00 -E� 8" Pipe LF 28.00 nilli - 12" Pipe LF 44.00 MEM 18" Pipe LF 44.00 - 24" Pipe LF 58.00 IMIIIIIII - 36" Pipe LF 101.00 - 48" Pipe LF 94.00 - 54" Pipe LF 117.00 -E1.111= 60" Pipe LF 143.00 - 72" Pike LF 235 00 - ram'.' •, a r }y" CATCH BASINS ,,a e ', , •., \.... 4 I x ," n Inlet&Grate EA 475.00 CB Type I&Grate EA 900.00 -MIMI CB Type II 48"&Grate EA 1,900.00 CB Type II 54"&Grate EA 2,000.00 - CB Type II 60"&Grate EA 3,200.00 -M_ CB Type II 72"&Grate EA 5,000.00 - CB Type II 84"&Grate EA 9,100.00 -rill CB Type II 96"&Grate EA Bid Estimate -11111111 Round solid locking lid EA 360.00 -MIIIIIIIII Abandon exiting cb EA 325.00 -InIMIIIII p:\clients\nieder\federal way\design\bond quantities\bond quantites worksheet-pacific place retail.doc Last Revised:: FEB 2007 Page 1 .4 , I. ..RETENTION/DE TEN TION;PCONTROL $ r„ 7� -s#., .ig ,. Pond Excavation&Spillway CY 7.00 $ Restrictor/Separator EA 750.00 $ Vault EA Bid Estimate $ Gravel Access Road LF 15.00 $ Rip Rap Outfall Protection CY 17.00 $ Bollards EA 500.00 $ Fencing (around pond) LF 12.00 $ -- Infiltration Trench w/12" Perf LF 18.00 $ Flow Spreader LF 20.00 $ Trash Racks EA 200.00 .-.:... ;,..:��,x4�z,s�}+sn.>•a ___°.._.°__. .ex•+• »f:°;•:i�,>x..x........_," .,x}y,,,,°„M�.r;;,. WATERrQUALITY r a <r x , g, . _... ggi �' �.�. >... ..<...^, .- ,.,. . �t,S.�x ,,,,,,,,... „_.,,,,.�° =?.�e;a.�s., ::s..,,,,aa,,, :�,,.. ...,-., a.ic�x��ig3,fg.>.,. .">r>14. ..,a,<;x Bioswale EA Bid Estimate -/11111111111 Wetvault EA Bid Estimate 111 - Stormfilter Vault EA Bid Estimate -rilll Stormwater wetland EA Bid Estimate INI, Sand Filter EA Bid Estimate -gli Catch basin inserts EA 800.00 Oil/Water Separator EA Bid Estimate High Flow Bypass EA Bid Estimate - 2 / "e�,.,,.. :.r. f ,,»;r4 :;,-' 1,,g.,r,« 2 Retaining Wallsw SF 23.00 -.rIIIIII Bridges LS Bid Estimate - rill . L ( ; TI�w;z;,-00fi,!t aQ.�»4G HGa ,1. s: y4:44 � �. q / y :I k\. 4�'W-kA4 ' � \ R: Y 1,' ; . 0f. ! %rart* & ITIN , r y Y l, x: .•� *1 ;, . r „ s 'Signalization LS Bid Estimate Channelization LS Bid Estimate Signs EA 100.00 Streetlights(City Center) EA 5,000.00 Streetlights (Standard) EA 3,000.00 ,� 3 "are. �i��ia9�:� �in`;s�, nit T-C1F= AYf NDS PT C ;:�•:: mA4 f ,.. ,, , .»&..,,,^.3,,,....;., ....,...,-„,,:; � .....,:, ..Y�......Sei„3�'�„T" ,£,,.:3�.,,.. .,�3::� � .,c b.�;n��;s-,."§� :"R =<j ,,, :'�••,.,;,J.,,,,,,,,,,,,, „ ..��av v,,.�:ti. _,..,,.,�,..d.�9o.�($ ...; Street Trees EA 300.00 $ Sod SY 10.00 $ . Shrubs(City Center) EA 6.00 $ Tree Grates(City Center) EA 700.00 $ From Private On-Site Improvements Section(Pg 1) Subtotal $0.00 Subtotal $6,150 Signature Davido Consulting Group, Inc. 206-523-0024 Firm Name Telephone Number 4d�a 44,x o.b y. an„ N' :tzP� PD " Sa 4Na"�O 'L: � ,� s ;"'':;���i11dcnmlij ind,m„ P�T� ilo2��. THEFOLLOWINGINFRMATIOILLBECOMETEnB ECIT FEDERALWAYP[BLICWO SDEPAR • ',..5,. ,;'�. 1 4 -x'Wi. }�:".b ��';� d§ _, orris'. e:,;a ,':. f�>;.t'ni<-, . „,r' gig: Publl�"RO c�1Na. ;`;T, Iri inks. z>.x•.,;, ,.,ter. „�,s; .a ,L C sort:` 4 .h. e" o t a s»`<, �k , : ,z tr, , ..ay,> ,,,,, x a ^� ,;, 4v,40. a t g, ,3 3,:,,s.k >»,- *ai. Via,. ,• ,,�.�;,, ,s��. s," � '�,t .§ �", r��.�„�>, 4=5,} ,� .e', °,,„r J �. °��.. `3"rf 3�4 Private 00 iiteImprovements:,1•,ly $� • 2 ,i b ,:,te ; gi it ;« r ... "��,F, 'S1',;; » 'i"". i ,+ ..y";ar ,:s3..,• xxi3'.1.+''; r; va •'�� . °�9, ro1." �. Y: � j`,, Ma , fit'� :}..fM'vi�w� 4. Y- ^�.r Q .M3��•� a39,,,"�$'4�5",3}� ^,t d i„F 15114 ',l.a�" .,ly,- .,x; A. .l�j,,v s�>^ B. AM'x �,w, � fE ,r s x..�,'g�;=,r, .r 4 'yc. �E°S^.. .,°45 s,< 4 Eros on Sedimentation Control:� + ia0 <.. .Y i; ..1 .Wye .: .S ' G L.�> r.,.` .','l4= mr a rj .f 0r4,> sy f ',�S x'. c'q A �W �4 1'.�. jd j ;1 <. .k>. _ gar ,>".; "=J, „s' �, �r eEY;: 44, o= �::. .y3, ,sv= y, " „ �::. �.�.-.. .Sub otal:,� � N ,,� :a, �-�,,.,;:�:,:il 24 44 0 00$ ..4 0 air, ma's. m 0 ;a1`,` :i " x > ,: m. V t4 `.�3� ����.,�. �c � ��:., � :�,u 0 ,:��i,� �a +• �>".tea,"::%„?;;'.�•�, -�`' G N7INGENCY'(20ol0 io , , a. i i , f.,, a t - 1 -., x f :: "T�`° °d��,� �a r-`.'k1,.FY'i.i.. �Z 4 ' :s r; � Ads ::.i .., �'N- i sx5 �� �s eat A'` !S„- -.c 'v -"s:. _ x•. t ° 3 "i* �i � - '�� u¢ � •t' `�s r3x�.. s »e: •€fir000 d`' • -_-- - ^xi '�;n..:..,. ..._:' ��krnr,'�``. ' ��.Cyr„„„ s• +.iK"�c�'E""'„�.i`t.:.��R«5�6<„�.45-?wa�,si�a_;3. ...R...- r,,...:�. ��'0,�, �°'- .,.x�.z.,r...>..-��, - -, .0, ..-.2.2.";., p:\clients\nieder\federal way\design\bond quantities\bond quantites worksheet-pacific place retail.doc Last Revised: FEB 2007 • Page 2 d Ellayenn's, LLC. 5363 S. Kenyon Street Seattle, WA 98118 (206) 604-6322 February 16, 2007 Arm Dower Public Works Department City of Federal Way 33325 8th Avenue South Federal Way, WA 98063 RE: Pacific Retail Right-Of-Way Improvement Waiver Dear Ann, Ellayenn's, LLC is requesting a right-of-way improvement waiver due to the fact that we have been unsuccessful in gaining the required easement from our neighboring property owner, Harsch Investment Properties. Please see the attached letter from Harsch declining our request for easements. Since this letter from Harsch we have tried yet again, unsuccessfully, via telephone conversations to obtain the desired easements. Thank you for your consideration. Sincerely, Daniel Nieder General Manager Ellayenn's, LLC RECEIVED FEB 1 6 2007 CJTY OF FEDERAL WAY BUILDING DEPT. HARSCH INVESTMENT PROPERTIES November 1, 2005 Mr. Daniel Neider Ellayenn's, LLC • 2555 Westlake Avenue N Seattle, WA 98109 Re: Federal Way/Pavillions Dear Mr.Neider: This letter is in response to your letter dated October 26, 2005. We have reviewed your request for an access, utility and parking easement across our property located in Federal Way and must respectfully decline your request. Our review of the recorded documents affecting your parcel (the"Back Parcel") and the parcel upon which the Kentucky Fried Chicken is currently located(the "KFC Parcel") revealed a Statutory Warranty Deed dated April 15, 1969,pursuant to which an easement was created when the KFC Parcel was initially sold to Lawrence A.Nieder and Ann L. Nieder. Such easement was granted in favor of the Back Parcel for purposes of ingress and egress over the south 12 feet of the KFC Parcel. It appears that in September of 1969,the Neiders and the Centiolis relocated the easement to the northern 12 feet of the KFC Parcel, however, pursuant to that Agreement dated September 26, 1977,the parties re-established the easement over the south 12 feet of such parcel. The existence of such documents clearly establishes that your parcel is not land-locked as you assert in your letter. We do not know if and to what extent our patrons have ever used your property to turn left onto the main access roadway,but please be advised that we will be instructing our contractor to promptly install curbing along the northern and southern boundaries of your property. We are hopeful that we can continue to have a neighborly relationship with you despite our decision to decline your request for easements. Any benefit that we might derive from such easements 's minimal at best and is outweighed by the commitments we have m.a e to ••r tenan . e wish you much success in the development of your parcel. S u er:ly, I0.0 J.mes Pate S-nior Vice President,Retail 1121 S Salmon St.,Portland,OR 97205•Mail to:PO Box 2708,Portland,OR 97208•Phone(503)242-2900•Fax(503)274-2093•www.harsch.com CITY OF FEDERAL WAY DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES DEVELOPMENT REVIEW COMMITTEE TRANSMITTAL DATE: February 21, 2007 TO: Will Appleton, Development Services Manager Scott Sproul, Assistant Building Official Brian Asbury, Lakehaven Utility District Chris Ingham, Federal Way Fire Department FROM: Laura Kim FOR DRC MTG. ON: March 8, 2007 - Internal Completeness Review FILE NUMBER(s) : 07-100869-00-UP RELATED FILE NOS. : None PROJECT NAME: PACIFIC RETAIL PROJECT ADDRESS: NO SITE ADDRESS "located behind the KFC" ZONING DISTRICT: CF PROJECT DESCRIPTION: Construction of 3, 532 sqft single story retail building. LAND USE PERMITS: Preliminary Plat, SEPA PROJECT CONTACT: ELLAYENN' S LLC DANIEL NIEDER 5363 KENYON SW 206-604-6322 (Primary) MATERIALS SUBMITTED: Site Plan Sheets Technical Information Report (PW) Master Land Use Application See Submittal List in Amanda ECEI'ED 4%6, MASTER LAND USE APPLICATION 6 ZOQ? DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES FEB 33325 8`h Avenue South CITY OF �• . aBALWANI PO Box 9718 Federal Way gu F FLD NG pEPT, Federal Way WA 98063-9718 l 253-835-2607;Fax 253-835-2609 www.cityoffederalway.com APPLICATION NO(S) 0-7- �wS(A -w~�r Date `-410 7 Project Name G Rea,.I Property Address/Location 3171'7 rete, t ' H J S FP_pt&ra.k bliax-1 LO Parcel Number(s) -T. L.. ©g 2_t pq. - 9 0 78' if Project Description �.rJ 3 Z S F C M U l STo ry B LA-( 4 i v,4 PLEASE PRINT Type of Permit Required Applicant Annexation / ,I Binding Site Plan Name: El1ay ewnA`4 L. / V 0`�'� '`� Boundary Line Adjustment Address: '530 $ Kew yvr Comp Plan/Rezone Land Surface Modification City/State: SeQ.t 1 It, IA)f� 13 Lot Line Elimination Zip: q g!! Preapplication Conference Phone: ZD6•- b©¢ - 6 32 L Process I(Director=s Approval) Fax: 206 _ g3S- - ,S20 5 y Process II(Site Plan Review) Email: deto.�(N-cote" CermC'4- Process III(Project Approval) Signature: '`.-.�Q Process IV(Hearing Examiner's Decision) \ Process V(Quasi-Judicial Rezone) Agent(if different than Applicant) Process VI SEPA w/Project Name: SEPA Only Address: Shoreline: Variance/Conditional Use City/State: Short Subdivision Zip: Subdivision Phone: Variance: Commercial/Residential Fax: Email: Signature: Required Information Owner G G - Zoning Designation Comprehensive Plan Designation Name: 'I(&ye tri,'S L LC / per;e e /V,sede Address: r 36,3 sk , t•,, Value of Existing Improvements City/State: S ea. .te w 7 w,OG J •- Value of Proposed Improvements 9g f! Phone. 206_604. 632 Z International Building Code(IBC): Fax: 206 - * sea M Occupancy Type Email: dame.%,Ceder Q cam Ca s ,hey Signatur V.,gj Construction Type e Bulletin#003-August 18,2004 Page 1 of 1 k:\Handouts\Master Land Use Application Applicant: ELLAYENN'S LLC Permit#: 07-100870-00-CO Project: Pacific Retail Account Amount: $7,548.00 Property Address: 31721 Pacific Highway S Cash Deposit Amount: $377.00 Federal Way,WA CITY OF FEDERAL WAY ASSIGNMENT OF FUNDS IN LIEU OF BOND THIS ASSIGNMENT ("Assignment") is dated effective this 7— day of OcTo&F(L, 20(J1. The parties ("Parties") to this Assignment are the City of Federal Way, a Washington municipal corporation("City")and the undersigned owner or applicant("Assignor"). A. The Assignor is required to perform certain work and/or construct certain improvements including erosion control and storm drainage at the above-referenced property address located in Federal Way, Washington ("Property") in connection with Assignor's application under the above-referenced permit number; B. The improvements will be constructed or the work will be performed in accordance with record drawings and approved plans on file with the City of Federal Way("Plans"); C. The City has determined that Assignor must post security with the City pursuant to Sections 22-146 through 22-159 of the Federal Way City Code ("FWCC") as now existing or hereafter adopted or amended, to guarantee Assignor's performance of required maintenance or repair and Assignor's performance of construction of certain work or improvements pursuant to the Plans, as a condition of granting the permit. NOW,THEREFORE,the Parties agree as follows: 1. Amount of Account. Pursuant to Section 22-149 of the FWCC that portion of this Assignment which is in lieu of a performance bond, shall be equal to one hundred and twenty percent (120%)of the cost of the work or improvements and that portion of this Assignment which is in lieu of a maintenance bond,shall be equal to thirty percent(30%)of the cost of the work or improvements. 2. Assignment. Assignor does hereby assign, transfer and set over unto the City all tight, title and interest in and to the sum of Seven Thousand Five Hundred Forty Eight and No/100 Dollars ($7,548.00) on deposit at the Queen Anne Banking Center branch of Bank of America ("Bank"), under account No. 16041 6,403 ("Account"); said Account being in the name of the City, as principal with full power and authority to demand, collect and receive the Account and to give receipt and acquittance for the Account. 3. Improvements. Assignor shall perform all work, improvements and maintenance required pursuant to the Plans, to the City's satisfaction. The maintenance obligation shall continue for two (2) years from the completion date of the improvements, or such longer period as required by the FWCC or other applicable law,rule or regulation. 4. Release. Assignor agrees that the Account will be released to the City, on demand,with no other conditions of release. This Assignment may be terminated with the City's written consent,which consent shall not be granted until the City has determined that (i) all the improvements have been constructed and installed and all work and maintenance performed to its satisfaction, in full compliance with the Plans and all applicable local, state or federal law, and within the time period prescribed by the - 1 - City,and(ii)Assignor has performed all its obligations under this Assignment. The City may release this Assignment as follows: (a) Partial Release. Upon completion of the improvements in compliance with the foregoing provisions, the City will release all but thirty percent(30%) of the cost of the work or improvements covered by this Assignment, which amount is equal to Five Thousand Two Hundred Eighty Four and No/100 Dollars ($5,284.00), by executing and delivering the Partial Release of Assignment attached hereto as Exhibit 1 to Assignor. (b) Full Release. Two (2) years after completion of the improvements and performance of the maintenance in compliance with the foregoing provisions, the City will release the remaining portion of the Account, in the amount of Two Thousand Two Hundred Sixty Four and No/100 Dollars ($2,264.00), by executing and delivering the Full Release of Assignment attached hereto as Exhibit 2 to Assignor. 5. Right to Complete Work. The City may,but in no event is it obligated to,perform any of the necessary work in connection with the construction or completion of the iinpiovements or performance of the maintenance required by the Plans. Upon demand,Assignor agrees to pay the City an amount equal to all of the City's costs and expenses in performing such work or the City shall be reimbursed its costs and expenses from the Account at the City's election. 6. Notice. The Community Development Department of the City shall be given forty-eight (48)hours notice prior to the commencement of any work. 7. Indemnification. Assignor agrees to indemnify and hold the City, its elected officials, officers, employees, agents, and volunteers harmless from any and all claims, demands, losses, actions and liabilities (including costs and attorney fees) arising from, resulting, or connected with this Assignment, including without limitation, the City's performance of any maintenance or other work or construction of the improvements pursuant to Section 5 herein. 8. Administrative Cash Deposit. In addition to the amount of this Assignment, Assignor agrees to pay a cash deposit to the City,pursuant to Section 22-151 of the FWCC,upon the execution of this Assignment equal to the following percentages of the amount of the Account: Amount of Account Amount of Cash Deposit Up to$20,000 5%of Account(minimum$100) $20,001 -$50,000 4%of Account $50,001 =$100,000 3%of Account $100,001 and up 2-1/2%of Account The cash deposit may be used by the City to cover its actual expenses in administering this Assignment and,if necessary,collecting and using the proceeds from the Account. 9. Remedies Cumulative. No remedy provided for by this Assignment shall be deemed exclusive,but shall be deemed cumulative and in addition to every other remedy available to the City at law, in equity or by statute. Assignor agrees that its liability under this Assignment is not limited to the amount of the Account. -2- 10. License. Assignor shall record a license in the form attached hereto as Exhibit 3 and incorporated herein by this reference with the King County Department of Records,immediately upon the execution of this Assignment and at Assignor's cost. 11. General Provisions. This Assignment may not be amended except by written agreement signed by the Parties. Any provision of this Assignment which is declared invalid,shall not invalidate the remaining provisions. The failure or delay of the City to declare any breach or default shall not waive such breach or default. This Assignment may not be assigned by either Party without the other Party's written consent. This Assignment shall be binding upon and inure to the benefit of the Parties'successors in interest. In the event of any dispute between the Parties regarding this Assignment, each Party shall pay its own attorney fees and costs. Each person executing this Assignment represents that he or she is authorized to execute this Assignment on behalf of their respective entity. Time is of the essence. ELLAYENN'S LLC By: 0 Daniel Nieder General Manager 5363 S Kenyon Street Seattle,WA 98118 (206)604-6322 • STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me Daniel Nieder, to me known to be the General Manager of ELLAYENN'S LLC, the corporation that executed the foregoing Assignment of Funds in Lieu of Bond, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed,if any,is the corporate seal of said corporation. GIVEN my hand and official seal this 2.4AJ of 0 Gt- ,20 - ____ ::), (notary signature) Om Act ti t wc. . (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires 04--O S"-"b--0(o APPROVED AS TO FORM CITY OF FEDERAL WAY A(R ilk 4. OGO.�Tqi•+,... % Patricia A.Richardson,City Attorney ; N Is L:\CSDC%DOCS\SAVE125199077091.DOC 3 0: A G:IFORMS\ASSIGNOF.FUN =s •-fo uBU G Rev.12/02 �ye9'%<*.: t 5.20,��Q f -3- •44 WAS BANK ACCEPTANCE The undersigned financial institution ("Bank") hereby accepts that certain Assignment of Funds in Lieu of Bond provided to the City of Federal Way("City")by ELLAYENN'S LLC("Assignor")dated 10 I 'i- 01 providing for Assignor's assignment to the City of all right, title and interest in and to the s of Seven Thousand, Five Hundred Forty-Eight and No/100 Dollars ($7,548.00) on deposit at the Queen Anne Banking Center branch, under account no. L(0 0 4 9 to 0 3 ("Account"), payment of which shall be made upon demand by the City with no other conditions of release of the Account. The Bank agrees to hold the Account, without deduction or withdrawal, until it receives a written release of this Assignment from the City. The Bank acknowledges that it has no duty to evaluate any dispute which may exist between the City and Assignor regarding the Account and shall not interplead or in any manner delay payment of the Account to the City, upon its demand. The Bank hereby agrees to bind itself,and its heirs,executors,administrators and assigns,jointly and severally. BANK RICA By: . (Signature) . >. (Name) r0) Its: <sr Pee -$ov1/4czx c ctrA---er (Title) 100 West Mercer Street Seattle,WA 98119 STATE OF WASHINGTON ) ss. COUNTY OF KING ) On this day personally appeared before me 3ea_cc , to me known to be the Cr. a e.00►1 .,, of BANK OF AMERICA, the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. �� GIVEN my hand and official seal here ixe 2—day •of �••-'f ,20Q •/ - csio • �xA'•s' �'•.� (typed or printed name of notary) >�T° 4 y n Notary Public in and for the State of Was 'Von _ .--- My commission expires___...r�' �Q • �4,OF VU r7rJ�\ tN ,0 �� h t a U�•�• EXHIBIT 1 PARTIAL RELEASE OF ASSIGNMENT The undersigned hereby acknowledges that a portion of the conditions set forth in that Assignment of Funds in Lieu of Bond ("Assignment") provided to the City of Federal Way ("City")by ELLAYENN'S LLC("Assignor") dated for Pacific Retail, Project No. 07- 100870-00-CO, have been satisfied and hereby authorizes the release of an amount equal to Five Thousand, Two Hundred Eighty-Four and No/100 Dollars ($5,284.00) from account number ("Account") in Bank of America. The remaining funds equalling thirty percent.(30%) of the cost of the work or improvements shall be held by the Bank in the Account pursuant to the terms of the Assignment for a period of two(2)years as security for Assignor's performance of all maintenance for the project described therein and as a guarantee against defective materials or workmanship in the construction and maintenance of such improvements. DATED this day of ,20_ CITY OF FEDERAL WAY By: Cary M.Roe,P.E. Assistant City Manager/Chief Operating Officer Emergency Manager PO Box 9718 Federal Way,WA 98063-9718 • • EXHIBIT 2 FULL RELEASE OF ASSIGNMENT/LICENSE Pursuant to the terms and conditions of that certain Assignment of Funds in Lieu of Bond ("Assignment") provided to the City of Federal Way ("City") by ("Assignor"), dated for Pacific Retail, Project No. 07-100870-00-CO, the City hereby acknowledges that the two (2) year maintenance period has expired, that the work or improvements covered by the Assignment have been completed to the City's satisfaction and that the City is not aware of any defect in workmanship or materials. Accordingly, the undersigned hereby releases the sum of Two Thousand, Two Hundred Sixty-Four and No/100 Dollars ($2,264.00) from account number in Bank of America. The undersigned further releases all right, title and interest granted to the undersigned by reason of a certain License Agreement recorded under King County Recording No. ("License Agreement") and acknowledges that all obligations and rights contained in the License Agreement are hereby terminated. DATED this day of ,20__ CITY OF FEDERAL WAY By: Cary M.Roe,P.E. Assistant City Manager/Chief Operating Officer Emergency Manager PO Box 9718 Federal Way,WA 98063-9718 Return Address: City of Federal Way Attn:Ann Dower,Public Works Dept. PO Box 9718 Federal Way,WA 98063-9718 EXHIBIT 3 • LICENSE Grantor: ELLAYENN'S LLC,a Washington limited liability company Grantee: CITY OF FEDERAL WAY,a Washington municipal corporation Property Legal Description(abbreviated): A portion of the Southeast Quarter of the Southeast Quarter of Section 08-21-04 Assessor's Tax Parcel ID#: 082104-9078 The undersigned owner of certain real property located in Federal Way, Washington and legally described as follows: That portion of the East Quarter of the South half of the Southeast Quarter of the Southeast Quarter of Section 8, Township 21 North, Range 4 East, W.M., in King County,Washington,described as follows: Beginning at the intersection of the north line of said subdivision with the west margin of Primary State Highway No. 1; Thence west along the north line of said subdivision 132.60 feet to the TRUE POINT OF BEGINNING of this subdivision; Thence west along said north line 132.60 feet, more or less, to the west line of said East Quarter; Thence southerly along said west line 110 feet; Thence east parallel to the north line of said subdivision 132.60 feet, more or less, to a point south of the true point of beginning as measured parallel with the west line of said East Quarter, Thence North to the true point of beginning. ("Property") hereby grants an irrevocable license to the City of Federal Way ("City") and the City's agents, employees, contractors or representatives to enter upon the Property to inspect the construction of improvements, the performance of work or to allow the City to perform any necessary maintenance or work, all pursuant to that certain Assignment of Funds in Lieu of Bond of even date entered into between the City and the undersigned and incorporated herein by this reference. DATED this Z day of 6 CA-0 ,20 07. ELLAYENN'S LLC By: Daniel Nieder General Manager 5363 S Kenyon Street Seattle,WA 98118 (206)604-6322 STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me Daniel Nieder, to me known to be the General Manager of ELLAYENN'S LLC,the corporation that executed the foregoing License,and acknowledged the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute said instrument and that the seal affixed,if any,is the corporate seal of said corporation. GIVEN my hand and official seal this d of C9 ,20 d1-- (notary signature) o e.�..a1 A Av- (typed/printed name of notary) Notary Public in and for the State of Washington. My commission expires a4 ©S-.a-8 t 0 G:/fonnslassignoffund L:\CSDC\DOCS\SAVE\25199077091.DOC • jr 1146, CITY OF MEMORANDUM ' ..... Federal Way Public Works Department DATE: 7/2/07 TO: Laura Kim FROM: Ann Dower SUBJECT: PACIFIC RETAIL- (07-100869-00-UP) *NO SITE ADDRESS* The information provided on May 21,2007 has been reviewed. The application continues to eliminate the 10 foot wide Tract X. The city has required and obtained a similar, but larger,Tract X on the adjacent property (see enclosed exhibit) and must require this project to do likewise for future road connections. Frontage improvements will not be required within the Tract X at this time. CITY OF CITY HALL Federal Way 33325 8th Avenue South Mailing Address: PO Box 9718 Federal Way, WA 98063-9718 (253)835-7000 www.cityoffederalway.corn April 3, 2007 Mr. Daniel Nieder Ellayenn's LLC 5363 Kenyon SW Seattle, WA 98118 RE: Permit No. 07-100869-00-UP; PACIFIC RETAIL *no site address*;Right-op Way Modification Request Dear Mr. Neider: This letter is in response to your request to modify the Right-of-Way improvements on South 318th Street adjacent to the property as part of your project. As per FWCC Section 72-1477, the Public Works Director may grant a request to modify, defer, or waive the required street improvements only after consideration of four specific reasons. The reason supporting your request is contained in FWCC 22-1477: (1) "The improvements as required would not be harmonious with existing street improvements...(and) would not be advantageous to the existing neighborhood or city as a whole". After evaluating the existing conditions along South 318th Street (future public right-of-way), review of Federal Way City Code(FWCC)provisions (Section 2 2-1477),and direction provided by the City Council, the Public Works Department hereby waives the requirements for street improvements applicable to your permit application. A 10-foot wide "tract X" located along the south property line shall be set aside for future right- of-way dedication. The tract shall not encroach upon required parking and building setbacks. The conditions of this right-of-way modification will be applicable for one year from the date of this letter. If a building permit is not issued within the one-year time limit, the right-of-way modification will be void and a new request for modification must be submitted. If you have any questions,please call Ann Dower, Engineering Plans Reviewer, at(253) 835-2732. Sincerely, Wyslc.-, Ken Miller, P.E. Deputy Public Works Director KM/AMD:cb cc: William Appleton,P.E,Development Services Manager Laura Kim,Associate Planner Sangeev Tandle,P.E.,PTOE Project File/ad Day File L:\CSDC\DOCS\SAVE\10944559023.DOC ® CITY OF MEMORANDUM ' ... Federal Way Public Works Department DATE: 4/2/07 TO: Laura Kim FROM: Ann Dower Le` SUBJECT: PACIFIC RETAIL - (07-100869-00-UP) *NO SITE ADDRESS* ; Technical Review The information provided on 2/16/07 has been reviewed. The following revisions must be completed: TIR 1. No further information necessary for land use review. Civil Plans 2. In the preapplication conference, the applicant was informed that a 10'tract would need to be set aside along the south property line for future right-of-way dedication for S 318th Street The 10'tract X must be shown on the plans and should not encroach upon required parking spaces or building setbacks. 1 Ellayenn's, LLC 5363 S. Kenyon Street Seattle, WA 98118 (206) 604-6322 February 16, 2007 Ann Dower Public Works Department City of Federal Way 33325 8th Avenue South Federal Way, WA 98063 RE: Pacific Retail Right-Of-Way Improvement Waiver Dear Aim, Ellayenn's, LLC is requesting a right-of-way improvement waiver due to the fact that we have been unsuccessful in gaining the required easement from our neighboring property owner, Harsch Investment Properties. Please see the attached letter from Harsch declining our request for easements. Since this letter from Harsch we have tried yet again, unsuccessfully, via telephone conversations to obtain the desired easements. Thank you for your consideration. Sincerely, Daniel Nieder General Manager Ellayenn's, LLC RECEIVED FEB 1 6 2007 CITY Or FCOERAL WAY BUILDING DEPT,. HARSCH INVESTMENT PROPERTIES November 1, 2005 Mr. Daniel Neider Ellayenn's, LLC 2555 Westlake Avenue N Seattle, WA 98109 Re: Federal Way/Pavillions Dear Mr.Neider: This letter is in response to your letter dated October 26, 2005. We have reviewed your request for an access, utility and parking easement across our property located in Federal Way and must respectfully decline your request. Our review of the recorded documents affecting your parcel (the "Back Parcel")and the parcel upon which the Kentucky Fried Chicken is currently located(the "KFC Parcel") revealed a Statutory Warranty Deed dated April 15, 1969,pursuant to which an easement was created when the KFC Parcel was initially sold to Lawrence A.Nieder and Ann L.Nieder. Such easement was granted in favor of the Back Parcel for purposes of ingress and egress over the south 12 feet of the KFC Parcel. It appears that in September of 1969, the Neiders and the Centiolis relocated the easement to the northern 12 feet of the KFC Parcel,however, pursuant to that Agreement dated September 26, 1977,the parties re-established the easement over the south 12 feet of such parcel. The existence of such documents clearly establishes that your parcel is not land-locked as you assert in your letter. We do not know if and to what extent our patrons have ever used your property to turn left onto the main access roadway,but please be advised that we will be instructing our contractor to promptly install curbing along the northern and southern boundaries of your property. We are hopeful that we can continue to have a neighborly relationship with you despite our decision to decline your request for easements. Any benefit that we might derive from such easements 's minimal at best and is outweighed by the commitments we have m•.e to ..r tenan . e wish you much success in the development of your parcel. S i. er:ly, I es Pate S-nior Vice President, Retail 1121 S Salmon St.,Portland,OR 97205•Mail to:PO Box 2708,Portland,OR 97208•Phone(503) 242.2900•Fax(503)274-2093•www.harsch.com RECEIVED FEB 1 6 2007 CITY Or r eDERAL WAY BUILDING DEPT® N ELSON GE OTECH N I N G A ASSOCIATES INC. GEOTECHNICAL ENGINEERS & GEOLOGISTS GEOTECHNICAL ENGINEERING EVALUATION PACIFIC RETAIL BUILDING FEDERAL WAY,WASHINGTON PREPARED FOR MR. DANIEL NIEDER ELSON GEOTECHNICAL NGA ASSOCIATES, INC. GEOTECHNIGAL. ENGINEERS & GEOLOGISTS Main Office Engineering-Geology Branch 17311 — 135°'Avenue NE,A-500 437 East Penny Road Woodinville,WA98072 Wenatchee,WA 98801 (425)486-1669•FAX(425)481-2510 (509)665-7696•FAX(509)665-7692 (425)337-1 669 Snohomish County February 12, 2007 Mr. Daniel Nieder Ellayenn's, LLC 5363 South Kenyon Street Seattle,Washington 98118 Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington NGA File No. 754106 Dear Mr.Nieder: We are pleased to submit the attached report titled "Geotechnical Engineering Evaluation—Pacific Retail Building — Federal Way, Washington." This report summarizes the existing surface and subsurface conditions within the site and provides general recommendations for the proposed site development. Our services were completed in general accordance with the proposal signed by you on November 22, 2006. Project plans include the development of a new one-story CMU retail building with associated pavement and utilities. The project site is currently used mostly for paved parking, with a small berm and an abandoned roadway on its western side. Stormwater management plans were not available at the time this report was prepared. We monitored the drilling of four geotechnical borings in the project area. These explorations generally encountered a surficial layer of asphalt and gravel, directly underlain by native competent silty sand with gravel. We have concluded that the site is generally compatible with the planned development. We have recommended that the new structure be founded on the medium dense or better native soil for bearing capacity and settlement considerations. These soils should generally be encountered one to two feet below the existing ground surface,based on our explorations. We consider the on-site soils extremely moisture sensitive. If possible, we recommend that construction take place during the dryer summer months. Recommendations for erosion control and site preparation and grading have been included in the attached report. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Summary-Page 2 It has been a pleasure to provide service to you on this project. Please contact us if you have any questions regarding this report or require further information. Sincerely, NELSON GEOTECHNICAL ASSOCIATES, INC. Khaled M. Shawish, PE Principal One Copy Submitted TABLE OF CONTENTS INTRODUCTION 1 SCOPE 1 SITE CONDITIONS 2 SURFACE CONDITIONS 2 SUBSURFACE CONDITIONS 2 HYDROLOGIC CONDITIONS 3 SENSITIVE AREA EVALUATION 3 SEISMIC HAZARD 3 EROSION HAZARD 3 CONCLUSIONS AND RECOMMENDATIONS 4 GENERAL 4 EROSION CONTROL 4 SITE PREPARATION AND GRADING 5 FOUNDATIONS 6 STRUCTURAL FILL 7 SLAB-ON-GRADE 8 PAVEMENTS 8 SITE DRAINAGE 9 USE OF THIS REPORT 10 LIST OF FIGURES Figure 1 —Vicinity Map Figure 2—Site Plan Figure 3—Soil Classification Chart Figures 4 through 7—Boring Logs NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way, Washington INTRODUCTION This report presents the results of our geotechnical engineering investigation and evaluation of the Pacific Retail Building project in Federal Way, Washington. The site is located at 31717 Pacific Highway South, as shown on the Vicinity Map in Figure 1. The purpose of this study is to explore and characterize the site's surface and subsurface conditions, and to provide geotechnical recommendations for site development. For our use in preparing this report, we were provided with a site plan titled "Pacific Place — Federal Way — Conceptual Plan — Utility Locate Plan," prepared by Davido Consulting Group, Inc., dated November 30, 2006. This plan shows the existing site conditions and the preliminary planned improvements. Project plans include a new 3,500 to 5,000 square-foot single-story CMU retail structure with associated pavement and utilities. The site is a flat parcel currently used mostly as paved parking. The structure is planned for the western side of the site, while the eastern portion will serve as improved paved parking. Stormwater management plans were not available at the time this report was prepared. The existing site conditions and proposed improvements are shown on the Site Plan in Figure 2. SCOPE The purpose of this study is to explore and characterize the site subsurface conditions, and provide general recommendations for site development. Specifically, our scope of services includes the following: 1. Review available soil and geologic maps of the area. 2. Explore the subsurface soil and groundwater conditions within the site with drilled borings. The drill-rig was subcontracted by NGA. 3. Perform laboratory analysis on selected soil samples, as necessary. 4. Provide recommendations for earthwork, including structural fill. 5. Provide recommendations for foundation support and slabs-on-grade subgrade. 6. Provide recommendations for pavement subgrade preparation. 7. Provide recommendations for site drainage and erosion control. 8. Document the results of our findings, conclusions, and recommendations in a written geotechnical report. NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 2 SITE CONDITIONS Surface Conditions The property is a rectangular shaped parcel covering approximately 0.33 acres. The property is bordered to east by a KFC restaurant, and to the north, west, and south by paved parking and access roads for the surrounding retail stores. The site is generally flat,but drains to the east over its paved portion. The site is covered mostly by pavement, used as parking for the adjacent KFC restaurant. The eastern portion of the site contains a small unpaved berm with landscaped vegetation, and an abandoned section of paved roadway to the east of the berm. The abandoned roadway section is protected from traffic access by curbs and the berm. The approximate locations of the existing site features are shown on the Site Plan,Figure 2. Subsurface Conditions Geology: The geologic units for this area are shown on the Map of the Poverty Bay Quadrangle, Washington, by Howard H. Waldron (U.S.G.S., 1961). The site is mapped as ground moraine deposits (Qgt), chiefly compact unoxidized till, described as a nonsorted mixture of clay, silt, sand, pebbles, cobbles, and boulders. Our explorations generally encountered dense silty sand with gravel and cobbles consistent with the description of ground moraine deposits. Explorations: The subsurface conditions within the site were explored on December 14, 2006 by drilling four borings in the area of the planned site improvements to depths up to 14.0 feet using a truck mounted drill rig. An engineer from Nelson Geotechnical Associates, Inc. (NGA) was present during the explorations, examined the soils and geologic conditions encountered, obtained samples of the soil, and maintained logs of the explorations. The soils were visually classified in general accordance with the Unified Soil Classification System, presented in Figure 3. The logs of the explorations are attached to this report and are presented as Figures 4 through 7. We present a brief summary of the subsurface conditions in the following paragraphs. For a detailed description of the subsurface conditions, the exploration logs should be reviewed. NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 3 Explorations B-1 through B-3 each exposed a surficial two to three-inch thick layer of asphalt, underlain by roughly three inches of gray crushed rock. In exploration B-4, the surficial materials consisted of 4- inches of topsoil. Below the surficial materials, all four borings exposed medium dense to very dense, gray, silty fine to coarse sand with gravel with some iron-oxide staining. We interpreted this material to be native glacial till, and all four of the explorations were terminated within the deposit. Hydrologic Conditions Groundwater seepage was not encountered within any of our explorations,however, we would expect that perched water conditions could develop on this site. Perched water occurs when surface water infiltrates through less dense, more permeable soils, such as topsoil and fill, and accumulates on top of a relatively impermeable material, such as the dense native silt soils. Perched water does not represent a regional groundwater "table" within the upper soil horizons. Perched water tends to vary spatially and is dependent upon the amount of rainfall. We would expect the amount of perched water to decrease during drier times of the year and increase during wetter periods. SENSITIVE AREA EVALUATION Seismic Hazard We reviewed the 2003 International Building Code (IBC) for seismic site classification for this project. Since very dense to very dense silty sand was encountered underlying the site at depth, the site conditions best fit the IBC description for Site Class D. Hazards associated with seismic activity include liquefaction potential and amplification of ground motion. Liquefaction is caused by a rise in pore pressures in a loose, fine sand deposit beneath the groundwater table. It is our opinion that the competent glacially consolidated deposits interpreted to underlie the site have a low potential for liquefaction or amplification of ground motion. Erosion Hazard The criteria used for determination of the erosion hazard for affected areas include soil type, slope gradient, vegetation cover, and groundwater conditions. The erosion sensitivity is related to vegetative cover and the specific surface soil types, which are related to the underlying geologic soil units. The Soil Survey of King County Area, Washington, by the Soil Conservation Service (SCS) was reviewed to NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 4 determine the erosion hazard of the on-site soils. The site was mapped as Alderwood Material, 0 to 6 percent slopes. The erosion hazard for this material is listed as slight. It is our opinion that the erosion hazard for site soils should be low in areas where vegetation is not disturbed. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion from a geotechnical standpoint that the site is compatible with the planned development. Our explorations indicated that the planned development area is generally underlain at a shallow depth by competent silty sand deposits. The medium dense or better native soils should provide adequate support for the planned structure and pavement. We recommend that the structure be designed utilizing shallow foundations. Footings should extend through any undocumented fill, or loose materials, and be founded on the underlying medium dense or better native soils or structural fill extending to these soils. The slab- on-grade, if used, should also be supported on native soils. Our explorations generally encountered medium dense or better native soils at depths of one to two feet below the existing ground surface. We would expect wet surficial soil conditions during the wetter times of the year. We recommend the use of footing drains around the structure. Specific drainage recommendations are given in the Site Drainage subsection of this report. The near surface soils are considered to be moisture-sensitive and will disturb easily when wet. We recommend that construction take place during the drier summer months if possible. However, if construction takes place during the wet season, additional expenses and delays should be expected due to the wet conditions. Additional expenses could include the need for placing a blanket of rock spalls on exposed subgrades, construction traffic areas, and paved areas prior to placing structural fill. The successful use of native on-site soils as structural fill will depend on the moisture content of the soil at the time of construction. NGA should be retained to determine if the on-site soils could be used as structural fill material prior to construction. Erosion Control The erosion hazard for the on-site soils is considered slight but actual erosion potential will be dependent on how the site is graded and how water is allowed to concentrate. Best Management Practices (BMPs) NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 5 should be used to control erosion. Areas disturbed during construction should be protected from erosion. Erosion control measures may include diverting surface water away from the stripped or disturbed areas. Silt fences or straw bales should be erected to prevent muddy water from leaving the site. Disturbed areas should be planted as soon as practical and the vegetation should be maintained until it is established. The erosion potential of areas not stripped of vegetation should be low. Site Preparation and Grading After erosion control measures are implemented, site preparation should consist of stripping the structure footprint pavement, any fill, and loose soils to expose medium dense or better native soils in foundation and slab areas. Our explorations generally encountered medium dense or better native soils at depths of one to two feet below the existing ground surface. However, additional stripping may be required in unexplored areas of the site. The stripped materials should be removed from the site or stockpiled for later use as landscaping fill. The exposed subgrade should be compacted to a non-yielding condition. We recommend that any fill encountered in the structure and pavement areas be removed and replaced with structural fill or rock spalls extending to competent native material. Pavement and slab subgrade should be compacted to a non-yielding condition using a heavy vibratory roller then proof-rolled with a heavy rubber-tired piece of equipment. Areas observed to pump or weave during the proof-roll test should be reworked to structural fill specifications or over-excavated and replaced with properly compacted structural fill or rock spalls. For better pavement and slab-on-grade performance, especially in wet conditions, a one-foot thick layer of crushed rock may be placed over the prepared subgrade prior to placing asphalt or concrete. If significant surface water flow is encountered during construction, this flow should be diverted around areas to be developed and the exposed subgrade maintained in a semi-dry condition. If wet conditions are encountered, alternative site stripping and grading techniques might be necessary. These could include using large excavators equipped with wide tracks and a smooth bucket to complete site grading and covering exposed subgrade with a layer of crushed rock for protection. If wet conditions are encountered or construction is attempted in wet weather, the subgrade should not be compacted as this could cause further subgrade disturbance. In wet conditions it may be necessary to cover the exposed subgrade with a layer of crushed rock as soon as it is exposed to protect the moisture sensitive soils from disturbance by NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 6 machine or foot traffic during construction. The prepared subgrade should be protected from construction traffic and surface water should be diverted around prepared subgrade. The near surface soils are considered to be highly moisture-sensitive and will disturb easily when wet. We recommend that construction take place during the drier summer months if possible. However, if construction takes place during the wet season, additional expenses and delays should be expected due to the wet conditions. Additional expenses could also include the need for placing a blanket of rock spalls on exposed subgrades, construction traffic areas, and paved areas prior to placing structural fill. The successful use of on-site soils as structural fill will depend on the moisture content of the soil at the time of construction. NGA should be retained to determine if the on-site soils could be used as structural fill material prior to construction. Foundations Conventional shallow spread foundations should be placed on undisturbed medium dense or better native soils or be supported on structural fill extending to those soils. Where undocumented fill or less dense soils are encountered at the planned footing elevation, the subgrade should be over-excavated to expose suitable bearing soil. The over-excavation may be filled with structural fill, or the footing may be extended down to the native bearing soils. If footings are supported on structural fill, the fill zone should extend outside the edges of the footing a distance equal to one-half of the depth of the over-excavation below the bottom of the footing. Footings, including interior footings, should extend at least 18 inches below the lowest adjacent finished ground surface for frost protection and bearing capacity considerations. Foundations should be designed in accordance with the 2003 IBC. Footing widths should be based on the anticipated loads and allowable soil bearing pressure. Standing water should not be allowed to accumulate in footing trenches. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above, we recommend an allowable design bearing pressure of not more than 2,000 pounds per square foot (psf) be used for the design of foundations supported on the medium dense or better native soils or structural fill extending to the competent native soils. A representative of NGA should evaluate the foundation bearing soil. We should be consulted if higher bearing pressures are needed. Current IBC guidelines should be used when considering increased NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way, Washington February 12, 2007 NGA File No. 754106 Page 7 allowable bearing pressure for short-term transitory wind or seismic loads. Potential foundation settlement using the recommended allowable bearing pressure is estimated to be less than one-inch total and 1/2-inch differential between adjacent footings or across a distance of about 30 feet based on our experience with similar projects. Lateral loads may be resisted by friction on the base of the footing and passive resistance against the subsurface portions of the foundation. A coefficient of friction of 0.35 may be used to calculate the base friction and should be applied to the vertical dead load only. Passive resistance may be calculated as a triangular equivalent fluid pressure distribution. An equivalent fluid density of 250 pounds per cubic foot (pcf) should be used for passive resistance design for a level ground surface adjacent to the footing. This level surface should extend a distance equal to at least three times the footing depth. These recommended values incorporate safety factors of 1.5 and 2.0 applied to the estimated ultimate values for frictional and passive resistance, respectively. To achieve this value of passive resistance, the foundations should be poured "neat" against the native medium dense soils or compacted fill should be used as backfill against the front of the footing. We recommend that the upper one-foot of soil be neglected when calculating the passive resistance. Structural Fill General: Fill placed beneath foundations, pavement, or other settlement-sensitive structures should be placed as structural fill. Structural fill,by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional or soils technician. Field monitoring procedures would include the performance of a representative number of in-place density tests to document the attainment of the desired degree of relative compaction. The area to receive the fill should be suitably prepared as described in the Site Preparation and Grading subsection prior to beginning fill placement. Materials: Structural fill should consist of a good quality, granular soil, free of organics and other deleterious material and be well graded to a maximum size of about three inches. All-weather fill should contain no more than five-percent fines (soil finer than U.S. No. 200 sieve, based on that fraction passing the U.S. 3/4-inch sieve). The use of on-site soils as structural fill may be feasible, but will be highly dependent on the moisture content of the material at the time of construction. Most of the on-site soils NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 8 will be very difficult to compact to structural fill specifications in wet conditions. We should be retained to evaluate proposed structural fill materials prior to construction. Fill Placement: Following subgrade preparation, placement of structural fill may proceed. All filling should be accomplished in uniform lifts up to eight inches thick. Each lift should be spread evenly and be thoroughly compacted prior to placement of subsequent lifts. All structural fill underlying building areas and pavement subgrade should be compacted to a minimum of 95 percent of its maximum dry density. Maximum dry density, in this report, refers to that density as determined by the ASTM D-1557 Compaction Test procedure. The moisture content of the soils to be compacted should be within about two percent of optimum so that a readily compactable condition exists. It may be necessary to over- excavate and remove wet soils in cases where drying to a compactable condition is not feasible. All compaction should be accomplished by equipment of a type and size sufficient to attain the desired degree of compaction. Slab-on-Grade Slabs-on-grade should be supported on subgrade soils prepared as described in the Site Preparation and Grading subsection of this report. We recommend that all floor slabs be underlain by at least six inches of free-draining sand or gravel for use as a capillary break. We recommend that the capillary break be hydraulically connected to the footing drain system to allow free drainage from under the slab. A suitable vapor barrier, such as heavy plastic sheeting (6-mil minimum), should be placed over the capillary break material. Pavements Pavement subgrade preparation and structural filling where required, should be completed as recommended in the Site Preparation and Grading and Structural Fill subsections of this report. In areas where the current pavement will overlap new paved parking, we recommend that that existing pavement be left in placed and simply overlain for aesthetic purposes. A qualified pavement designer should review the existing pavement section and the need for additional pavement thickness. Depending on the tolerance to pavement cracking and maintenance, any undocumented fill should be removed and replaced with structural fill or thoroughly compacted prior to placing the pavement section. The pavement subgrade should be proof-rolled with a heavy, rubber-tired piece of equipment, to identify soft NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way, Washington February 12, 2007 NGA File No. 754106 Page 9 or yielding areas that require repair. We should be retained to observe the proof-rolling and recommend repairs prior to placement of the base course. Site Drainage Surface Drainage: Final site grades should allow for drainage away from the planned structures. We suggest that the finished ground be sloped at a minimum gradient of three percent for a distance of at least 10 feet away from the building. Surface water should be collected by permanent catch basins and drain lines, and be discharged into an appropriate discharge system. Water should not be allowed to collect in any area where footings, slabs, or pavements are to be constructed. Surface water generated from paved areas and roof drains should be routed into permanent catch basins and then tightlined into appropriate stormwater facilities. Subsurface Drainage: If groundwater is encountered during construction, we recommend that the contractor slope the bottom of the excavations and collect the water into ditches and small sump pits where the water can be pumped out and routed to a suitable discharge point. We recommend the use of footing drains around the planned structure. Footing drains should be installed at least one foot below planned finished floor elevation. The drains should consist of a minimum four- inch-diameter, rigid, slotted or perforated, PVC pipe surrounded by free-draining material, such as washed rock, wrapped in a filter fabric. We recommend that an 18-inch-wide zone of clean (less than three-percent fines), granular material be placed along the back of the walls above the drain. Pea gravel is an acceptable drain material or a drainage composite may be used instead. The free-draining material should extend up the wall to one foot below the finished surface. The top foot of backfill should consist of impermeable soil placed over plastic sheeting or building paper to minimize surface water or fines migration into the footing drain. Footing drains should discharge into tightlines leading to an appropriate collection and discharge point with convenient cleanouts to prolong the useful life of the drains. Roof drains should not be connected to footing drains. If a detention vault or pipe is used and these elements can not be effectively drained,they should be designed to withstand hydrostatic forces. NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way, Washington February 12, 2007 NGA File No.754106 Page 10 USE OF THIS REPORT NGA has prepared this report for Mr. Daniel Nieder, and his agents, for use in the planning and design of the development planned on this site only. The scope of our work does not include services related to construction safety precautions and our recommendations are not intended to direct the contractors' methods, techniques, sequences, or procedures, except as specifically described in our report for consideration in design. There are possible variations in subsurface conditions between the explorations and also with time. Our report, conclusions, and interpretations should not be construed as a warranty of subsurface conditions. A contingency for unanticipated conditions should be included in the budget and schedule. We recommend that NGA be retained to provide monitoring and consultation services during construction to confirm that the conditions encountered are consistent with those indicated by the explorations, to provide recommendations for design changes should the conditions revealed during the work differ from those anticipated, and to evaluate whether or not earthwork and foundation installation activities comply with contract plans and specifications. We should be contacted a minimum of one week prior to construction activities and could attend pre-construction meetings if requested. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering practices in effect in this area at the time this report was prepared. No other warranty, expressed or implied, is made. Our observations, findings, and opinions are a means to identify and reduce the inherent risks to the owner. NELSON GEOTECHNICAL ASSOCIATES, INC. Geotechnical Engineering Evaluation Pacific Retail Building Federal Way,Washington February 12, 2007 NGA File No. 754106 Page 11 It has been a pleasure to provide service to you on this project. If you have any questions or require further information,please call. Sincerely, NELSON GEOTECHNICAL ASSOCIATES, INC. COLQO&L fV7 cko 'iCA Calvin A. McCaughan,EIT Senior Staff Engineer *.p M. Sly -401'4 0)-a-0-7 dr -•� ssi,- OkillefernePS;Gse .'33lONAL EXPIRES Khaled M. Shawish, PE Principal CAM:KMS:ggg Seven Figures Attached NELSON GEOTECHNICAL ASSOCIATES, INC. VICINITY MAP Not to Scale a Ii " ` ''l' 5 114t1 St 1 t gErl r 63 316th Pf S 316th St t r4 NJ S 316th 0 5 3170 S 317th St S 3$$th PI g = 319kh Ln S 318th PI v H < `� 5 3t Iv 320th 5t S 320th St V) /' S 321st PI Project Site _1x e S 323rd Pr S 324th - F 14 Lrl S 325th Ln St aged Foot Way - 5 32-71 Ln tt` 6)4 , 'way 28th 5t 27[h St B Galelma t Coursa r Park 9\ Celebration S 328t1 St = 5t S 329th PI s Park , I S 328th PI Sw 330th 1330th St 3 5331 3:2_0 , e° = N �' S 332nd St In S 331st St '° 5S11 4Ilk,�,It , 4�y^�''� c, ,,�, S 332nd St u' f:, s CO 4SN g St I f °s S S 336th St 1 > S 336th St Federal Way, WA Project Number NELSON GEOTECHNICAL No. Date Revision By CK 754106 Pacific Retail N� A ASSOCIATES, INC. 1 12/17/06 Original CAM CAM Vicinity Map GEOTECHNICAL ENGINEERS &GEOLOGISTS Figure 1 17311-135M Ave.NE,A500 Snolnnleh County(425)337-18� Wootllnv�e,WA 98072 Wo.mthehCMlen(509)734-2756 (425)485-1889/Fax 481-2510 www.5860o9eobgl,com Pacific Highway South KFC B=2\ B-1 —.— Proposed � 4r. Building — T - LEGEND - • - Property line B-1 Number and approximate location of boring Reference: Site Plan based on a site plan dated November 30,2006,titled"Pacific Place Conceptual Plan", a provided by Davido Consulting Group. Project Number ' NELSON GEOTECHNICAL No. Date Revision By CK 754106 Pacific Retail NGA ASSOCIATES, INC. N 1 2/8/07 Original JRW CAM o Site Plan GEOTECHNICAL ENGINEERS & GEOLOGISTS 2 Figure 2 17311-13581A`..NE,MOO Snohomish �County(425)337-,6 Waod4Mk,WA 66072 Wanetdlea&Cfe len(506)665-766 (425)486-1669/Fax 481-2510 Nw o.neleongeote h.mnm (' UNIFIED SOIL CLASSIFICATION SYSTEM MAJOR DIVISIONS GROUP GROUP NAME SYMBOL CLEAN GW WELL-GRADED, FINE TO COARSE GRAVEL COARSE - GRAVEL GRAVEL GP POORLY-GRADED GRAVEL GRAINED MORE THAN 50% GRAVEL OF COARSE FRACTION GM SILTY GRAVEL RETAINED ON SOILS NO.4 SIEVE WITH FINES GC CLAYEY GRAVEL SAND CLEAN SW WELL-GRADED SAND,FINE TO COARSE SAND SAND SP POORLY GRADED SAND MORE THAN 50% RETAINED ON MORE THAN 50% NO.200 SIEVE OF COARSE FRACTION SAND SM SILTY SAND PASSES NO.4 SIEVE WITH FINES SC CLAYEY SAND FINE - SILT AND CLAY ML SILT INORGANIC GRAINED LIQUID LIMIT CL CLAY LESS THAN 50% SOILS ORGANIC OL ORGANIC SILT,ORGANIC CLAY SILT AND CLAY MH SILT OF HIGH PLASTICITY,ELASTIC SILT INORGANIC MORE THAN 50% PASSES LIQUID LIMIT CH CLAY OF HIGH PLASTICITY,FLAT CLAY NO.200 SIEVE 50%OR MORE ORGANIC OH ORGANIC CLAY,ORGANIC SILT HIGHLY ORGANIC SOILS PT PEAT NOTES: 1) Field classification is based on visual SOIL MOISTURE MODIFIERS: examination of soil in general accordance with ASTM D 2488-93. Dry-Absence of moisture,dusty,dry to the touch 2) Soil classification using laboratory tests is based on ASTM D 2488-93. Moist-Damp,but no visible water. 3) Descriptions of soil density or Wet-Visible free water or saturated, consistency are based on usually soil is obtained from interpretation of blowcount data, below water table visual appearance of soils,and/or test data. Project Number NELSON GEOTECHNICAL No. Date Revision By CK 754106 Pacific Retail NG7A ASSOCIATES, INC. 0 1 5/10/06 Original CAM CAM " Soil Classification Chart GEOTECHNICAL ENGINEERS & GEOLOGISTS Figure 3 17311-136N Ave.NE,ASW Snn v 6h County(425)337-18 Woodinville,WA 98072 d Wenatchee/Chelan(809)784-2756 (425)486-1869/Fax 481-2510 www.neleon9eo .com z <o 0 N.- BORING LOG a ❑ g_1 U Approximate Ground Surface Elevation: a�i o) Soil Profile Sample Data Penetration Resistance m o (Blows/foot-•) 'y Piezometer o 10 20 30 40 50 50+ Installation- c. _ a) c ffi Ground Water Description o a$ 3 E 1- Moisture Content Data Lao 2 E m § m n (Percent-■) W (Depth in Feet) 0 0 en CO , 10 20 30 40 50 50+ $ -Asphalt(3") - Gray,silty fine to coarse sand with gravel (dense,moist) - - 37 I 5 \\II 5 SM -Grades to very dense - 50/5.5" ■ - - 10 -10 50/5" • Boring was terminated below existing grade at 13.0 feet on 12/14/06.Groundwater seepage was not encountered during drilling. 15 -15 20 -20 25 -25 LEGEND Solid PVC Pipe Concrete M Moisture Content Lab Test Depth Driven and Amount Recovered Bentonite G Grain-size Analysis with 2-inch O.D.Split-Spoon Sampler Slotted PVC Pipe Native Soil TV Torvane Reading,tons/ft * Liquid Limit pp Pocket Penetrometer Reading,tons/ft Monument/Cap C= Silica Sand + Plastic Limit p Sample Pushed to Piezometer = Water Level NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and Judgement.They are not necessarily representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. o co co Project Number NELSON GEOTECHNICAL No. Date Revision By CKco 754106 Pacific Retail NGA ASSOCIATES, INC. o 1 12/18/08 Original CAM CAM N Figure 4 Boring Log GEOTECNNICAL ENGINEERS & GEOLOGISTS 17311-1358r Ave.NE,A500 SnohorMM Count'425)397-1889 ❑ Woodinville.WA 98072 Waneh9ne&Chelan(599)7942755 Page 1 of 1 (425)488-1888/Fax 451-2510 nvvo.ntleo,geobdt.can 0 Z co 0 v BORING LOG a 0 B-2 U 5.. 3 V Approximate Ground Surface Elevation: m co Penetration Resistance 0) o Soil Profile Sample Data (Blows/foot-•) o J Piezometer 10 20 30 40 50 50+ Installation- .9 m c § I I Ground Water Description a g , ❑2 3 -2= Moisture Content o Data i_° 2 E. m o m § a (Percent-■) o (Depth in Feet) 0 0 cn U 0_1g 10 20 30 40 50 50+ m -I-Asphalt(3") - I -Crushed rock(3") 22 - - Gray,silty fine to coarse sand with gravel - (medium dense,moist) MI _ -Grades to very dense — 50/5" SM 5 -5 59 I - - • Boring was terminated below existing grade at 9.0 feet on 10 10 12/14/06.Groundwater seepage was not encountered during drilling. - - 15 -15 20 -20 25 -25 LEGEND Solid PVC Pipe Concrete M Moisture Content Lab Test Bentonite G Grain-size Analysis Depth Driven and Amount Recovered IY with 2-inch O.D.Split-Spoon Sampler Slotted PVC Pipe Native Soil TV Torvane Reading,tons/ft * Liquid Limit PP Pocket Penetrometer Reading,tons/ft C:�.1 Silica Sand 0. Monument/Cap P Sample Pushed + Plastic Limit vmto Piezometer 1 Water Level E NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and Judgement.They are not necessarily representative of other times and locations.We cannot acceptresponsibility for the use or interpretation byothers of information1O P Po ItY Pre presented on this b9. c0 Project Number NELSON GEOTECHNICAL No. Date Revision By CK m 754106 Pacific Retail NGA ASSOCIATES, INC. 1 12/18/08 Original CAM CAM N rn Figure 5 Boring Log GEOTECHNICAL ENGINEERS & GEOLOGISTS 17311-1358h Ave.NE,A500 8nohon,66 Cau 425 337-16 9 ❑ Page1 of 1 WoodI,6Y,WA 98072 Wena=tl,eFC=(509)7842755 g (425)488-1889/Fax 481-2510 www.nelsongeobOl.cgn 0 z Co 0 v BORING LOG a g B-3 U Li V Approximate Ground Surface Elevation: m co Penetration Resistance cm Soil Profile Sample Data (Blows/foot-•) Piezometer J 10 20 30 40 50 50+ Installation- a, c S ' ' I a. Ground Water Description c a 3 c n Moisture Content o Data Et2 E m sp. co a (Percent-■) o (Depth in Feet) 0 cn J i 10 20 30 40 50 50+ 1 -I— -Asphalt(2") I NIII -Crushed rock(3") 37 - - Gray,silty fine to coarse sand with gravel - (dense,moist) 75 I -Grades to very dense SM 5 -5 50/6" _in Boring was terminated below existing grade at 8.0 feet on • 12/14/06.Groundwater seepage was not encountered - - during drilling. 10 -10 15 -15 20 -20 25 -25 LEGEND [ Solid PVC Pipe Concrete M Moisture Content Lab Test Depth Driven and Amount Recovered Bentonite G Grain-size Analysis with 2-inch O.D.Split-Spoon Sampler Slotted PVC Pipe Native Soil TV Torvane Reading,tons/ft m * Liquid Limit [: 1 Silica Sand pp Pocket Penetrometer Reading,tons/ft �; Monument/Cap P Sample Pushed + Plastic Limit to Piezometer 1 Water Level E NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgement.They are not necessarily co representative of other times and locations.We cannot accept responsibility for the use or interpretation by others of information presented on this log. o rn co Project Number NELSON GEOTECHNICAL No. Date Revision By CK 754106 Pacific Retail NGA ASSOCIATES, INC. o 1 12/18/06 Original CAM CAM N cm Figure 6 Boring Log GEOTECHNICAL ENGINEERS & GEOLOGISTS g 17311-135th Ave.NE,A-500 8rohomleh Cou 425 337-168a CI Page 1 of 1 ( Woodervlle,WA 98072 Wenet edpgW(509)7842756 425)488-1889/Fex491-2510 www.rrehonaeoted,.mm (9 z co 0 v BORING LOG 0 B-4 U 5, Approximate Ground Surface Elevation: N m Penetration Resistance rn o Soil Profile Sample Data (Blows/foot-•) v, Piezometer _1 10 20 30 40 50 50+ Installation- 0 c w Ground Water Description a o 2° ; c a S c Moisture Content o Data Lo 2 m 'o o a (Percent-�) a (Depth in Feet) O C�cif U u)3 0 10 20 30 40 50 50+ m .. J -Sod Gray,silty fine to coarse sand with gravel and trace iron-oxide staining(medium dense,moist) 25 ' - SM 5 -5 -Grades to very dense,unstained - 71 r I Boring was terminated below existing grade at 9.0 feet on • 12/14/06.Groundwater seepage was not encountered - - during drilling. 10 -10 15 -15 20 -20 25 -25 LEGEND I Solid PVC Pipe Concrete M Moisture Content Lab Test Depth Driven and Amount Recovered Bentonite G Grain-size Analysis with 2-inch O.D.Split-Spoon Sampler Slotted PVC Pipe Native Soil TV Torvane Reading,tons/ft * Liquid Limit PP Pocket Penetrometer Reading,tons/ft Monument/Cap Silica Sand + Plastic Limit to Piezometer 1 Water Level P Sample Pushed NOTE:Subsurface conditions depicted represent our observations at the time and location of this exploratory hole,modified by engineering tests,analysis and judgement.They are not necessarily representative of other times and locations.We cannot acceptresponsibility for the use or interpretation byothers of information `� P Po ltY Pre presented on this log. $ ri rn Project Number NELSON GEOTECHNICAL No. Date Revision By CK 754106 Pacific Retail NGA ASSOCIATES, INC. 1 12/1a/08 Original CAM CAM N co Figure 7 Boring Log GEOTECHNICAL ENGINEERS & GEOLOGISTS e`— 17311-136th Ave.NE,A-500 %nohond h Cwnly 425))337-1669 0 Woodinville,WA 98072 Wanekhe9�Chelen i509)764-2756 Q Page 1 of 1 (425)486-1669 I Fax481-2510 www.nelsogeohfh.com () Z UK E)Nimme AVM IVU3(7V 09d :44 L0 A110 /+00LA 9 0 .v..9pNytl.�y� IL 900Q g5 = 'Zoo: 6W6 `� is 61[Sf- y \ \\ 9a6 A aL - is /5101 y°fib° l IN OIS' _.---' _ _ / Oia .ESL SL `\ N Dy / I ; I Ot 6066< CBl 9"fq 01 IOS 6FZ 08 13315 '81tl rola6 nans '08 00 3Ntl1 13 1S N018 H r 1 H1b0E S SO'lZf d z[z9 Dd 9t-se N / If fZ SOlSOZ O 08..Z-69 N�9b--- - -- - -- - -- _ 6F Qa ,,, I _ b0 i LZ:6 oil 06 S6 "d'S 3 /0- Z-68 N IS-ZI-S r ._- _ - - _ _ _ _ - —_. -_ _ _ _. -_ - - o - o -------------------- AS _ bS 249Z 3 ti�-6Z 6Q N 3 fl-1S-6B N —� Z f'SB+99Z -Vis/ _ ZLBZ lC SZ a L606 DI'oe of BB 96 tC-CI-1i 6 9I 1S3 '6Z£ 'ON ON '00 3Ntl1 13 iS Np180H 1S'H140£'S 60,1d£1 C'SA+B9Z V S I ON St' fZ /Z 3Y 96 9Z1.6 9Q6 �,`°� 96 DC If OS !p. ;; v If9C Sit - - 3r I2- `q'�' I- a tH6 ZHS y OAO rf > 6a ,a o°I MISu'sro 12o"af 2t 90'tol - It-os-s 1S 'H1b0£'S o 8EZ#'Ou 'OOa / ot- } I _ JN 6Y m )V OZ'0° is 096ZI d '�., 5 6iG6 9j7S1 v .Ec+ Ol9 AL'$OZ M 10-6Z-fiA 5 L p N ,b°°° 35 OBBII IS 096ZI b906 I,,, 090 7v 0/'° 6 b �6 ��^ A� 591 / 3V SC0 31' fZ'0 e1 r _ is clsit .° =l OIY%0 °`t 101 ` \ m v IZ'Or �z:e 1� 1 q°s<° e o/y 3r 95'll L908 9018 z 0 Of ZZsf SO'f9 _°° `v'° 1-' °°l 9Z roZ £L rh; ➢1 m Io °` im �S 1,015 SZ. •M� 3 90 6Z 6B N� " t\,�e t°tie _ u6 DlDD'D9tlll ,� 3tl CL'9 JS DODt[ I OSo iS Z600t oC d 90Z.6 m vsol °° }� 60 OLLOb LO9C1 AtlM 033 ° 5 I 39 �'8 �O6 �I� e s oeoz W ,�° e o m 90 p0_09 s I I`" S a1 1'£l6 u's❑ 2"s f / e°°° _ _ ,°`i 101 ti SlZ6°° 3v ICD M 90- ti°�90 d50)I °° °be 3Y ti- L£SOlZZ06 88 OtW o� IA 1 V 101 I o is fflB eC\° - e% _ - 96 ? n U 1 1 °° el S m v a h _ 091 OCI _ LL g m \ m 1 Ol / C1'SCI £bZ,E dSON 9YI6 49Z6 0 r -—®RN9 1011 0` 1'^ tlt 3 Di-9Z-v 1 JS 61fif JS 09LB 1 t° $ZI m fZ. 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DOWEL O.C.1/2" TH. EXPANSION JOINT 24' LONG R SLEEVE .Ki 1/2" FILLED W/ FINISH GRADE OR GREASE ONE SLEEVE BACKER ROD f SEALANT 6„ PLANTING BED. BAR ®ONE SIDE OF JOINT. ALT. SIDES TOOT =D EDGE TOOLED EDGES AT EXPANSION JOINTS /LIGHT BROOM FINISH _ e4 DOWELS 2'-0" LONG d/ III —I I TOP 4 BOTTOM, GREASE i I I I I ONE END. a _ � d ASPHALT CONCRETE ° I —I a PAVING. 0D CPO a ° d - Nil_ 0 00 o ° ° ° COMPACTED ROCK BASE 0 0 0® 0 0 0 ® o �0 0 0 08 0 0 0 0 0 0 o o° o -III - CONCRETE CURB a 4 ROUND TOOLED ED6E. -GONGREI CURB AND SIDEWALK. ASPHALT CONCRETE PAVIN6. bXbXWl.4Al Y~ _ 0 0 0 - 2" THICK LAYER o I a COMPACTED ROCK " WELDEKALK D WIRE MESH —i I II I_ COMPACTED SUBGRADE Oo BASE. I COMPRESSIBLE GOMPAcrED NATIVE AT _ CONTINUOUS - - _ _ FIBROUS JOINT FILLER AT JOINT) CENTER (INIERRI/PT -III I I II i I 1 I=III i I TOPAAND BOTTOM III = III=III- -III —_ OR FILL SOIL. (FULL THICKNESS) I III I I EXCEPT AT EXPANSION =1 =1 —I �*4. BARS TOP S COMPACTED ROCK BASE g JOINTS. BOTTOM CONTINUOUS MPACTED SUBSRADE 1 EXP�4NSION JOINT (E.J.) CONCRETE CURB 2.530.008 1-1/2"=1'-011 V- 4" FLAT TOOLED AREA TOOL JOINT W/ CENTER ON JOINT 6ROOVER/JOINIER LT. BROOM FINI ' DEPTH MINIMUM d ° d , - a - ° c ° ° 4 a �� d ° a a ed a ° d° o 0 ° o a o0 0 0® 0 0 000 O ® 0`�0 0 0 0 0 0 0 0 0� �0 ° °0 0 0 0 ROCK BASE CONC. WALK W/ bXb M-MV WIRE MESH SCORE JOINT (S.J.) 3"=1'-O" 2.530.005 15 6A-1.1 OVERHANG (2'-O' MAX) FLU5H All OF PAVEMENT. "1 IQ 14 `- 51M. A-I.I A-I.I 20 A-I.I 4' PAINTED STRIPING 4 WHITE (2 GOAT'5), TYP. p N 1:48 MAX SLOPE IN ANY DIRECTION TYP. ® DROPPED CURB 4 d RAMP AREAS. HAND I CAP STALL 1 1 "= 1O'-O" N i ri NOT USED b" 4" EXCEPT AT EXPANSION JOINTS. 0:SIDEWALK CURB 2 E 2.510.021 A3PHALT CONC. FAVING ROUND TOOLED EDGE CONC.CURB AND SIDEWALK E%)<6XW1.4/WIA WWM d �0-D v III —III 2" THICK LAYER II III -I p I 8 COMPACTED ROCK -j i l I II _ BASE I -III -I III -I 1I- -III-III 4(=III -I I F—C'OMPACTED NATIVE -� IT_I=1I1==III �II R� OR FILL SOIL �— r4 BARS TOP 4 6 4" BOTTOM CONTINUOUS EXCEPT AT EXP. JOINTS SIDALK CURB AT RAMP heap stall E 14 1-I/2"=1'-01I 2.530.02 12' RESERVED BLUE BACK6ROUND Mill SYMBOL a LETTERING. I" WHITE LETTERS W/ STANDARD WORDING PER HANDICAP CODE REQUIREMENT5. VAN AT VAN SPACE ACCESSIBLE (IF APPLICABLE) 2" VIA GALVANIZED P05T CENTERED ON HANDICAP STALL. �u I� HANDICAP PARKING SIGN NOT TO SCALE 2.840.014A 4" WIDE PAINT STRIPE PERIMETER 4' WIDE INTERMEDIATE PAINT STRIPES 0 12' SPAT NJ O PAINTED STRIPING 1/2"=1'-O" 2 >VERHAN6 EWALK OR EDGE STOP. -6• � ST�ND�i�.D ST,4LL STRIPE 2.510.042 �' LONG LANDING, MAX. SLOPE TO BE 1:48. v \\O Il IN65 IN DOME FORM ,4GGE55 RAMP I/411= I'-O" 2.530.01 Imd FOR )UT ONLY rO 41NTED 4'-O' a PARKINS PAINT SYMBOL W/ 4" WHITE STRIPE. HAND I CAP SYMBOL 21 2.510.045 NOT TO 50ALE 2.510.053 I FunIRE I RIGTH OF WAY DEDICATION( Till N 00003'$8" E Ilmmm' 5'-0" LANDSCAPE SET BACK ,I Oil T I 3,532 5F A-12 PROPOSED ( > I I BUILDING 5,_m. REMOVAL OF EXISTING ROCKERY I N t>�I - - - - d� EDGE OF EXISTING PAVEt-_ -- --- ------------- L� rn - - 3 3 - b I I° I 5 EXIS ING RB r , TO 'MAI�1 ` \ �� -LI A " 1 3 W P. 8 D.I I 3 W C A-LI I I RAI Cel �" A -I — F-- 5 NE. v I I II ATg°, I I 0 I I� I l V 'I IOv I r+ I I SE IVIL I I �M--"'I A-11 W P A�IL� a _ a'_roll L a' Oil I ma'-�a 0 W --- �� 3 — —. _ MPACT � •JIB 10 A-12 3 1 On,13 ALTEANi ATIVE� A-I.I STRIPING FOR A-I.I FllTtl= lm' ROW. TIRA(,T. - N (12) " OMPACT CAR" II SPACES WITH (19) I ' - REGULER SPACES. z A-12 I4 R=2'_0" W . Xp 8._ m° 8 ALL" UI ►- - PACT(,, A-1-1 _1 0 9 YP. _ 22'-3" , I m 2l'- IS' 0" _ 4 2: � � e 8�° IZE U' w W W I W W I a N 00'03'!38" W o — " �ar Size A-12 .W W \�Joru 13 n2 co`W`WWW-WIW.W nWD _m W W W rPACr A-li A -I] $ y \ R=2'-0" I --- LIMITS C>F WORK I. 1 W A-12 SITE PLAN 1„II5C. NOTES '1-10'- I. PROVIDE A SEWER LINE THAT RUNS ACROSS THE BACK OF THE BUILDING TO EACH END OF THE BUILDING (WITHIN 10 FEET OF THE END WALL) WITH CLEAN OUTS AS NECESSARY. INDEX O 4X4 CONC. PAD. PROPOSED MAIL BOX LOCATIONS. CONTRACTOR TO COORDINATE FINAL W/ POST OFFICE O POLE MOUNTED AREA LIGHTING. NOT USED CD PROPOSED LOCATION ELECTRICAL METERS O BICYCLE RACK CD 4X4 LANDSCAPE PLANTER C 11 04 N LIMITS OF SITE DATA: ZONE: CC-F SITE AREA: 14,412 5F COVERAGE: 26% 5LDG. AREA: 3,532 SF TYPE OF CON5TRCTON: V-5 PARKNG REQUIRED: RETAIL I STALL / 300 SF . 3,300 (INNER WALL) / 300 . If STALLS RESTAURANT: I STALL / I00 SF . "SW (INTER WALL) / WO - 20 STALLS TOTAL PARKING REMIRED : 31 STALLS PARKNG PROVIDED: 31 STALLS PROVIDED * PER FWCC 22-131a IF THE FORMI.ILA FOR DETERMINING THEMINIMUM All PARKING SPACES RESULTS IN A FRACTION, THAT FRACTION WIILLL BE�ROUNDED UP TO THE NEXT HIGHER WHOLE NUMBER. SEE CIVIL FOR ADDITIONAL INFOWATION. EXISTING SIDEWALK CURB CUT TO REMAIN. kk XX o FI fy Ll r a g Sm p000 Y n F - m DF2AWN: MM CHECK: GP .JOB NO: 4016 f VI O t� Z T_ OL tu UJ OL _ m iQ IL z O zz !L Q f`-- (� PIRSCHER ,ARCHITECTS 1 a Plracher Architects 19500 Ballinger"NE, 5ulte 200 Seattle, Washington 98I55 (206)568si668 Fm (206)36"_058 SHEET: RESUBMITTED OdrFY OF FEDERIl ltl;al RI 111 nING DEPT. Finish grade/ Top of mulch Pop -Up sprayy sprinkler w/ plastic MPR nozzle 1/2-Inch male NPTx .4Q0 Inch Barb Elbow 12" Nipple or Funny Pipe Schedule 40 Tee or Ell male NPT x .450 Inch Height above grade determined infield. Black pipe only. spray hood grade op le )° Morlex Ells 3cheduie 40 Tee or EII ilass 200 Lateral Pipe PVC, Lateral Pipe POP-UP 5PRAY SPRINKLER No Scale Select backflll remove rocks, debris and I-_ • . sharp objects j PVC, Glass 200 sleoving twice size of pipe Lateral or - - — -3/-- Mainline *SE ING DETAIL No Scala Gate Valve V DOUBLE SWING JOINT No Scale Finlshed grade Se rer sh cl PV act bockflll; IID,- i love rocks, LTi -L�ATr_ �[- ;ris and 1[l rp objects_711- i v I :. I-TFT=I G Glass 200� PVC Glass 200 Mainline Valve Wires TRENCHING DETAIL too Scale Pressure Reducing Valve, If required —Master Valve, If rcquired PVC, Mainline Double Check Valve Stub out from Domestic Meter, or separate Irrigation motor POINT OF CONNECTION No Scale IRRIGATION SCHEDULE 5"I'MB0L DE50RIPTION RADIU5 GPM P51 P so H a 0 - -9 19 RAINBIRD 1600 MPR 12' SERIES 6" POP-UP 12' 1.50H 5C 44 17 13 RAINBIRO 1600 MPR 10' SERIES 6" POP-UP 10, 0.79H 5C m b T ISM RAIN51RD 1600 MPR 6' SERIES 6" POP-UP 6' 0.52H 5C ❑ RAIN51RD 1600 MPR SIDE STRIP 6" POP-UP 41'XI6' 1.75 5C IS RAINBIRD IWO MPR SIDE STRIP 6" POP-UP 4'X50' 1.21 5C O RAINBIRD 1,500 MPR 5 SERIES STREAM BUBBLER, 6" POP-UP 5' 1 54 y aeIURIRn PER SERIES PLASTIC VALVES © RAINBIRD ESP MODULAR SERIES 7 STATION CONTROLLER ® POINT OF CONNECTION: 5/4" IRRI6ATION METER 5/4" FEBCO 650 DOUBLE CHECK VALVE i" QUICK COUPLER VALVE �STATION 6PM 1-1/4" MAINLINE, PVC, SCHEDULE 40 LATERAL LINE, PVC, GLASS 200 _ _ _ - _ - SLEEVIN6, PVC CLAS5 200 o CONFIRM EXACT LOCATION OF P.O.G., CONTROLLER, AND WATER PRESSURE AT P.O.G. o ALL VALVES IN 'AMETEK' OR 'CAR5ON' BOXES SET AT FINISHED &RAVE. o ALL WORK PER PLANS, LOCAL CODES AND MANUFACTURER'S SPECS. o PRESSURE TEST BEFORE BACKFILLIN6. o PLAN 15 DIAGRAMMATIC. ADJUST LINE AND HEAD LOCATIONS AS NECESSARY TO ASSURE PROPER COVERAGE AND CONFORM WITH ACCEPTED CONSTRUCTION PRACTICES. IRRIGATION WATER USASE • MAXIMUM GPM ( ZONE 7)....................................................................... 16.6 GPM • MAXIMUM WATER U5A&E PER WEEK 56.1 GPM X 7 MINUTES PER CYCLE X TWICE A WEEK................615.4 GALLONS PER WEEK • 615.4 GALLONS PER WEEK X 26 WEEKS PER YEAR..................21146.4 GALLONS PER YEAR EXI5TIN& LANDSCAPING TO REMAIN. FACIFIG HI5HWAY SOUTH NORTH SCALE: I" = 20' J 0' 10' 20' 40' 0 7-10086 RESUBMITTED JUL 1 S 2007 CITY OF FEDERAL WAY BUILDING DEPT. 00 5 L� 79 C O L N— O L -0 S �' V �' Z Ld Q ppI� LL � Q < ax w !U U M Zp R w Wp ~?� W ,ZZz _J< QNa 0 d k+ W Q O co CO Cq W U A N Wf U W F+ l e Q Z a Sheet L Plant twice boll e 'rune diseased and Broken branches 6 gauge steel wire :hrough clear vinyl lose T�elow first crotch 2x2 wooden stakes securely driven Into ground. stain brown. Noter basin with 2" mulch inglazed planting pit surface /2 topsoil, 1/2 native soil, oter thoroughly, fertilize DECIDUOUS TREE PLANTING DETAIL No Scale branches r�!Koter basin 2" mulah 11 1 PlantinAhole min. SHRUB PLANTI N6 DETA I L No scale NOTES i. 5ubgrades, Including berms, to within I/loth foot provided by General contractor unless otherwise noted. 2. 5ubgrade shall be scarified or rototliled if conditlons require. 5. 4" depth 5-way topsoil or equal In all planting areas. 4. 2" depth fine grade bark mulch In all planting beds. 5. All plant material shall be healthy, full and conform to U5A standard nursery stock, latest edition. 6. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. '7. All mass plantings shall have triangular spacing. 8. Positive drainage shall be maintained. Mound planting areas minimum 5". 4. Landscape Contractor shall maintain site until final Inspection and acceptance by Owner. PLANT LIST BOTANICAL / COMMON Plants Planting bed with- 2" mulch $ Eoyual 1/2 spacing I I distance 6ROUND COVER SPA4,I1146 DETAIL No Scale- Triangular 5pocing Prunus Geriserfera ' Newport ' / Newport Flowering Plum, 2" caliper 5$5 Acer circinatum / Vine Maple 7', 5 cane min. 5$5 Prunus x Hillerii ' / Hillerii Spire Cherry, 2" Caliper, 5$5 {} Pieri5 Mt. Fire / Mt. fires plans, 5 gallon, 24" minimum 0 * Juniperus H. ' Youngstown / Youngstown Juniper, 2 gallon ( match existing, confirm variety ) OO * Prunus L. ' Otto Luyken ' / Otto Luyken Lourel 21" min. ® * Thuja O. ' Emerald Green / Emerald Green Arborvitae 0' minimum 0 Buxu5 m. ' Winter Cem' / Winter Gem Boxwood 15" minimum * Arctostophylos uvo-ursi / kinnicklnnik 4" pots 24" O.G. plan Alyssum, 4" pots, 8" o.c. * Drought tolerant plant material EXISTIN6 LANDSCAPING i TO REMAIN. NEW RETAINING WALL EXISTIN6 LANDSCAPING TO REMAIN. PROPOSED BUILDING ONE STORY 5,552 GSF ` PL NTF WITH ZT E, SHf2USS, ALLY�UM.5 PLANT LI T. k & �IIw111 M NOW PROPOSED DUMP5TER ENCL05URE LOCATION EXIST. I i KEG 2,112 S.E. N.I.G. I I I PACIFIC HIGHWAY SOUTH NORTH LAI DSCiA SCALE: I" = 20' O' 10' 20' 40' 0 LAN NEW RETAINING WALL EXISTIN6 LANDSCAPING TO REMAIN. CONFIRM EXACT LOCATION OF EXISTIN6 TREE IN FIELD. EXI5TINO LANDSCAPING TO REMAIN. EXISTINO VILLAGE INN 4,655 S.E. N.I.G. 07-100869 RESUBMITTED JUL 1 8 2007 CITY OF FEDERAL WA BUILDING DEPT. OOpp N �UICV � 0 N L 'tmCA 0 -6 O IU W U U1 LL U M ZZo d poM Wz zk-`' off aNVD (qui <� z� Y� a w 0 d w �► W � ow �N ^ W FU �� W � W Q /y w W Coo W 62 Q C3 w � i) � 7 L N j� Q Sheet L OUTLET STUB (SEE NOTES 445) WEIR WALL B C 2 2 \\L OVERLAP 1 7R, 1Y/ ,. .am aaf- Er raea wmx F;;.,. ry .✓ « w'a ai �.. w 6 �I SCUM BAFFLE —j REINFORCING BARS INLET STUB (SEE NOTE G) (OPTIONAL) (SEE NOTES 4*5) 3-CARTRIDGE CATCHBASIN - PLAN VIEW 4"0 OPENING (TYP) INLET GRATIEL OUTLET STUB (SEE NOTES 44-5) CLEANOUT ACCESS PLUG ON WEIR WALL (� 2' 2'-8" I INSIDE �~- IN51DE ~I OUTSIDE 4"0 Of PERMANENT POOL_ ELEVATION I' VARIES I 2'-3 5/l8" MAX. f 1� t INLET STUB (OPTIONAL) (SEE NOTES 44 5) 3-CARTRIDGE CA 2' INSIDE 2'-0 11211 OUTSIDE IN - 5 1/4" 2'-3 5/8" 5" _OUTLET STUB (SEE NOTES 4E 5) 2"0 OUTLET PIPE FROM UNDERDRAIN EW LIFTING EYE 9YP OF 4) PERMANENT � f 311911 POOL ELEVATION ' � STORMFILTER - _ ®-t- CARTRIDGE (lYP) -- --0 (SEE NOTE 2) CARTRIDGE SUPPORT OYP) UNDERDRAIN 3 8" MANIFOLD IN51DE 3-CARTRIDGE CATCHBASIN - SECTION VIEW 3-CARTRIDGE CATCHBASIN - SECTION VIEW ACCESS COVER 2 1 /2" CONCRETE COLLAR (SEE NOTE G) THE 5TORMWATER MANAGEMENT 5tormFdter(& U.S. PATENT No. 5,322,G29, No. 5.707,527, No. G,027,G39 No. G.G49,048, No. 5,G24,57G, AND OTHER U.5. AND FOREIGN PATENTS PENDING SCALE AS SHOWN GENERAL NOTES 1) STORMFILTER BY CONTECH 5TORMWATER SOLUTIONS; PORTLAND, OR (600) 548-4GG7; 5CARBOROUGH, ME (877) 907-8G7G; ELKRIDGE, MD (8GG) 740-3315. 2) FILTERS TO BE SIPHON -ACTUATED AND SELF-CLEANING. 3) STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. 4) STORMFILTER REQUIRES 2.3 FEET OF DROP FROM RIM TO OUTLET. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5) CBSF EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB I5 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. G) FOR H-20 LOAD RATING, CONCRETE COLLAR 15 REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7) ALL 5TORMFILTER5 REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE INFORMATION. 3-CARTRIDGE CATCHBASIN 5TORMFILTER DATA STRUCTURE ID CB#2 WATER QUALITY FLOW RATE (cf5) 0.045G PEAK FLOW RATE (< I cfs) 0.204 RETURN PERIOD OF PEAK FLOW (ym) 100 YR CARTRIDGE FLOW RATE ( 15 OR 7.5 m) 7.5 GPM MEDIA TYPE (CSF, PERLITE, ZPG) C5F RIM ELEVATION 428.30' PIPE DATA: I.E. IDIAMETER INLET STUB 142G.00 1 8" OUTLET STUB 42G.00' 1 8" CONFIGURATION OUTLET -0- INLET SLOPED LID YES SOLID COVER NO NOTES/SPECIAL REQUIREMENTS: 2'-4" 2'-4" 41 INSIDE RIM INSIDE RIM INSIDE RIM OUTSIDE RIM 3-CARTRIDGE CAT( IN - TOP VIEW BASE MAP/TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND ADJUST PROPOSED GRADING AND IMPROVEMENTS AS NECESSARY. 2--4-- INSIDE RIM I_. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1- 800- 424- 5555 (UNDERGROUND UTILTIY LOCATIONS ARE APPROXIMATE) u ui F Q 19 V) < z w O U W z (n 6 C Z J In C W n O v>, W — La ll < o0 UJQF- Z _ 4 �w I I I I w =rnCona W(n000'C d UUU(; V) v) O z z 03� W p z < J z < >_ d O < - W U z N d a � O IW- C� C: LL ?< O OW<< I W1=[r pW0 Lf I I I — N rl) 0 O O C UOUC M � M 666 7 O M d O T! M a � w EXPIRES 7 18 D F U � Jz00 J00) cn Q z W � L.I Y >- Ld () J � Ld1C^OQ w L 1 0 �o •B W00 �3 3� O F c �°c V C) ?j �aC r U W w Z 0 3 O O a PROJECT ED MANAGER: DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN CITY OF FEDERA&/Y-- 00 8 6 A APPROVED FOR CONSTRUCTI 7 DATE: REV. SHE s RESUBMITTED 02/13/2007 A O PERMIT N0. JUL 1 S 2007 SHEET NUMBER CITY OF FEDERAL W BUILDING DEPT. C09 BY: DATE: CITY ENGINEER OR DESIGNEE 5 1/2' R = 1/2" PAVEMENT TOP OF CURB Jf AT APPROACH 7 3/4" CEMENT CONCRETE BARRIER CURB NOTES: 1. SEE SEC. 3.04 K.C.R.S. FOR JOINT REQUIREMENTS. 2. ROLL GUTTER TO MATCH POSITIVE SUPERELEVATION. 3. SEE SECTION 3.3.3 FOR EXTRUDED CURB ANCHORAGE. 4. TO BE USED ONLY AS APPROVED BY PUBLIC WORKS DEPTT. 5. EXISITING CURB REPLACEMENT WILL REQUIRE REMOVAL OF ASPHALT A MINIMUM 12" FROM FACE OF GUTTER 6" CONCRETE CURB PER CITY OF FEDERAL WAY STANDARD PLAN 3-4 DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW, IN COMPLIANCE WITH STD. SPEC. 8-14.3(3) I_. A RAMP PLAIN M1 D MIN. MAX. A 1 5(8" 2 3/6" B 6/8" 11/2" C 7116" 3/4" D 7/8" 17116' ELEVATION TRUNCATED DOMES (SEE NOTE 7) DETECTABLE WARNING PATTERN DETAIL DETECTABLE WARNINGS PER WSDOT STANDARD PLAN F-3a H w J LL 0 a v 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE 1 1/8" TYP. BAR 7/8" TYP. SLOT >S- jo. bb ?U' 1122"" f 4 MOH H ' O rc V 0 0 h H SlWinllod ON -dew -II nymis of mviino I 1 1/4" 1 71 TOP VIEW FRAME AND GRATE H C08 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY CB TYPE 1 PER CITY N SEE DETAIL 23 3/4" 00 La R=7 1/4 L 7 " 7/8" 3 4" 23 1/2" SIDE VIEW N 1/2 _j L5/8�� SLOT DETAIL SEE NOTE 1 i of a M NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. 11" BOTTOM VIEW 17 3/4" N N 3/4" if i i 1 1/4" 1 3/ 17 1/2" END VIEW 7 1/4" FOR MACHINING CLEARANCE THIS BAR 1" THICK (TYP. 4 PLACES) BARS 1 5/8" THICK THIS AREA BARS 1 3/8" THICK THIS AREA LEVELING PADS 8 - 3/4" X 1 3/4" X 1/8" NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2" SOCKET HEAD (ALLEN HEAD) CAP SCREW. 2. GRATE SHALL BE CAST IRON PER ASTM A48 CLASS 30 UNLESS OTHERWISE SPECIFIED. STANDARD FRAME & GRATE PER CITY OF FEDERAL WAY STANDARD PLAN 4-5 / H JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2%2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD - STRENGTH FABRIC USED FILTER FABRIC- 6' MAX. \MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED 2"x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SOLID, WALLS FILTER MEDIA FOR DEWATERING FILTER FABRIC SILT FENCE PER CITY OF FEDERAL WAY STANDARD PLAN SCALE AS SHOWN STANDARD STRENGTH FILTER FABRIC CATCH BASIN GRATE CATCH BASIN GRATE in Oki, NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. 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. SD INLET PROTECTION OPTIONS PER CITY OF FEDERAL WAY STANDARD PLAN 3-4 CALL 2 BUSINESS DAYS BASE MAP/TOPO DCG CANNOT BERHE D LIABLE FOR OTHERS,OVIDED BY BEFORE YOU DIG ACCURACY. CONTRACTOR SHALL FIELD 1-800-424-5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. w tr m to a 0 LL H C U I W z Q Zz J 0 C c W a0v1 2xF}UJ V W - L � Q O p J W O F U Z P t Of LL -DU)a- C vuj I I II I 2 Lo (O h OC W1n00oc aNUU V) 0 z? 03 wpza w;a_0<- J w0z�aa :2 0 0 � W Q Q W tw0: _ 0V)0c: I I I I I Lo 000c U U U u �4 .- oNo d; rn C M �30 w V U 0 O U EXPIRES 7 18 0'j f- U 0 Q JZDO Urn U= ace z< Z 3�: I N J Ld ZY UU H QV) UU _j Q a � Ld Lc) w U w 0 0 O a PROJECT MANAGER: ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN �ERAL4 1 APPROVED FORCITY OF D CONSTRUCTION' OO Q " DATE: REV. SHSEE' RESUBMITTE 02/13/2007 A 9 PERMIT NO. JUL 1 S 2007 SHEET NUMBER CITY OF FEDERAL W kY BUILDING DEPT. C08 BY: DATE: CITY ENGINEER OR DESIGNEE 450 430 420 410 9 I, 390 450 gro 420 410 KK 390 w w m f z w J LL 0 a 0 0+00 0+50 1+00 1+50 2+00 2+20 0+00 10 0 10 20 0+50 1+00 1+50 2+00 2+20 SANITARY SIDE SEWER PROFILE (�C� SCALE IN FEET SCALE AS SHOWN M F 0+00 0+50 1+00 1+50 2+00 0+00 10 0 10 20 0+50 1+00 1+50 2+00 STORM DRAIN PROFILE � SCALE IN FEET SCALE AS SHOWN C04 450 440 ABBREVIATIONS: 430 co BTM CB = CONIC = BOTTOM OF STRUCTURE CATCH BASIN = CONCRETE EG = EXISTING GRADE ESMT = EASEMENT LINE FF = FINISH FLOOR 420 0 GE = GRATE ELEVATION GV = GATE VALVE LL IE = INVERT ELEVATION z PL = PROPERTY LINE Q ROW = RIGHT-OF-WAY 410 0 0 SD = STORM DRAIN U)SDCO = STORM DRAIN CLEANOUT SS = SANITARY SEWER SSS = SANITARY SIDE SEWER SSSCO = SANITARY SIDE SEWER CLEANOUT 40001 TYP = TYPICAL W = WATER W/ = WITH 390 w Q 0 0 z N F z LL 0 LL U w z N a r N c z C W d 0 N gXF- -J w— Ea 00JWOF- UZ�— WLL }-7N a_C U LLI w Lr) tD th OC w N 0 0 0 C aNUUUC N 0 oz rs W 0 z Q J d;��Qa W U z N d 0.t' I ILL o t- ca'c o 0wQ'a wtLta _ 0V)0C I I i l l 0 0 O C UUUC: M 7 M rn '; Q M d w` 450 LEGAL DESCRIPTION THAT PORTION OF THE EAST QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 440 �t�` 0`S�ONAL EXPIRES 7/78/,-�,g BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SUBDIVISION WITH THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE WEST ALONG THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS SUBDIVISION; THENCE WEST ALONG SAID 430 N NORTH LINE 132.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID EAST QUARTER; THENCE SOUTHERLY ALONG SAID WEST LINE 110 FEET; THENCE EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET, MORE OR LESS, TO A POINT SOUTH OFTHE TRUE POINT OF BEGINNING AS MEASURED vi 420 ° PARALLEL WITH THE WEST LINE OF SAID EAST QUARTER; THENCE NORTH TO THE TRUE POINT OF BEGINNING. } 00 Q z TREE DESCRIPTIONS zoo v = Q A Apple (Pyrus) J O Q 0 V) 0 410 0 N � JLLJ D Deciduous Z Z= JLLJ MD Madrona (Arbutus menziesii) Z Y U U P Pine (Pinus) LtJ LLI li O QH UUCL 400 ° BTM Bottom Catch Q of Basin W CO M LLJ DATUM - NGVD 1929 (n CONTOUR INTERVAL - 2 FOOT 390 BENCH MARK: ROS 126-132A, MIC Tack in Lead. Elev: 463.16 r- M CALL 2 BUSINESS DAYS BASE MAP/TOPO PROVIDED BY OTHERS, BEFORE YOU DIG DCG CANNOT BE HELD LIABLE FOR ACCURACY, CONTRACTOR SHALL FIELD 1-800-424-5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. w 0 w z O 0 0 a PROJECT MANAGER: ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN CITY OF FEDERI ZY 1�®� L n APPROVED FOR CO Cfl U DATE: REV SHEE 7 RESUBMITTED 02/13/2007 A_ OF PERMIT NO. JUL 18 2007 SHEET NUMBER CITY OF FEDERAL WA BUILDING DEPT. C07 BY: DATE: CITY ENGINEER OR DESIGNEE CITY OF FEDERAL WAY STANDARD PLAN NOTES: REVISED: AUGUST 5, 1993 GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THEPROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 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. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY 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 BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. DRAINAGE NOTES: n 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. R 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE 0 UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND z MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, a SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES 9 ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. T 3 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4 OR 5. CITY OF FEDERAL WAY STANDARD PLAN NOTES: REVISED: AUGUST 5, 1993 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. 2. FLAG CLEARING LIMITS. 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. 5. INSTALL OFFSITE CATCH BASIN PROTECTION. 6. SAWCUT EXISTING ASPHALT, DEMOLISH AND REMOVE EXISTING PAVEMENT & SITE ROCKERY. 7. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 8. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND STORMFILTER CATCH BASIN. PROVIDE INLET PROTECTION WHERE INDICATED. 9. INSTALL REMAINING UTILITIES AND BUILDING. 10. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 11. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 12. CLEAN STORM DRAINAGE SYSTEM, ON AND OFF SITE, OF ALL SEDIMENT AND DEBRIS. 13. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. CITY OF FEDERAL WAY STANDARD PLAN NOTES: REVISED: AUGUST 5, 1993 EROSION/SEDIMENTATION 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 CONJUNCTION 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 THEIR 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 WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, 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. 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 TWO INCHES. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWCC. G • :Ki7 420 uft e 390 450 440 430 420 410 400 390 0+00 1+00 1+50 1+60 450 430 ON 420 cj Ld w w z w J Q 410 0 V) 400 ° 390 0+00 10 0 10 20 0+50 1+00 1+50 1+60 SITE CROSS SECTION A Ro �SCALE IN FEET SCALE AS SHOWN : 0+00 0+50 1+00 1+50 1+60 450 440 430 ON 420 1 w w w z w 410 01 V) 400 0 390 0+00 10 0 10 20 0+50 1+00 1+50 1+60 SCALE IN FEET SITE CROSS SECTION B SCALE AS SHOWN C0� ABBREVIATIONS: BTM = BOTTOM OF STRUCTURE CB = CATCH BASIN CONC = CONCRETE EG = EXISTING GRADE ESMT = EASEMENT LINE FF = FINISH FLOOR GE = GRATE ELEVATION GV = GATE VALVE IE = INVERT ELEVATION PL = PROPERTY LINE ROW = RIGHT-OF-WAY SO = STORM DRAIN SDCO = STORM DRAIN CLEANOUT SS = SANITARY SEWER SSS = SANITARY SIDE SEWER SSSCO = SANITARY SIDE SEWER CLEANOUT TYP = TYPICAL W = WATER W/ = WITH BASE MAP/TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND ADJUST PROPOSED GRADING AND IMPROVEMENTS AS NECESSARY. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILTIY LOCATIONS ARE APPROXIMATE) CITY OF FIE APPROVED FOR PERMIT NO. JUL 1 8 2007 CITY OF FEDERAL W BUILDING DEPT. DATE: CITY ENGINEER OR DESIGNEE 3 V /U 0 H 4 7 F--00 U -1 z 00 J Q 0) (n %- Q z W w Y >_ w (n J wcoLi Ln cn V) a Z 4 0 H U W Z 0 6 F C ZJ Lj n0 cn X F U J U w- E DnJFOH }ZD(n cr aC Uwllll �=uocflra W (n 00 0 C d UUV(: N �0 ZZ O3: >x z W Z J � ; i < LO NJa zww F~�L - ��'f?a o 0wQa wtxa _ ow0c I I I I I ococ U U V V � 66 m M 0 a � ran 2 w w w 0 a 0 W Z QO w F- U=U QU w _ (n U V)LLEw UQ w <a- U I� LEI N PROJECT MANAGER: ED DESIGNED BY: NMD DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS SHOWN SHEE DATE: REV 6 02/13/2007 A of 9 SHEET NUMBER C06 BY: 10 0 10 20 SCALE IN FEET 0 0 0 Er - CB Type 2 �_- GE 435.29 IE W 428,79 PVC 12" IE SE 428.69 PVC 12" Li (o un 0 O 0 0 0 z 1:1`_ / O / J L__ Q / i CB Type 2�-_ g GE 433.44 IE I`\IW 427.24 8" r IE N 427.29 12" IE SE 426.89 12" a BTM 424.44 0 T W CB Type 1 -� GE 432.52 IE E 427.52 12" IE W 427.52 12" BTM 426.32 GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH CITY OF FEDERAL WAY & LAKEHAVEN UTILITY DISTRICT STANDARDS & REQUIREMENTS. 2. SEE ARCHITECTURAL PLANS FOR BUILDING DESIGN AND DIMENSIONS. 3. SEE SHEET C01 FOR ALL SITE DEMOLITION. 4. SEE SHEET CO2 FOR ALL SITE DIMENSIONS & TESC. 5. SEE SHEET CO3 FOR GRADING. 6. SEE SHEET C04 FOR DRAINAGE. Concrete Gutty (t.qF>) Concrete Walk 00 ABBREVIATIONS: BTM = BOTTOM OF STRUCTURE CB = CATCH BASIN CONC = CONCRETE EG = EXISTING GRADE ESMT = EASEMENT LINE FF = FINISH FLOOR GE = GRATE ELEVATION GV = GATE VALVE IE = INVERT ELEVATION SO = STORM DRAIN SDCO = STORM DRAIN CLEANOUT SS = SANITARY SEWER SSS = SANITARY SIDE SEWER SSSCO = SANITARY SIDE SEWER CLEANOUT TYP = TYPICAL W = WATER I, Concrete- Wclk - 81 89 55 15" E I 131.55' 7 77._. - __ - 1 ,_- � _.----- j� L - 71 N 89'55'15' W 132.60' Tax Parcel 228 D a / r - \\ / _ u ` { r I�I \ 1 6" SSSCO I I \ - - / IN \ 1 RIM 430.71'�'- 6 IE 426.31 I O 1 VERTICAL SEPARATION: 0.95' II / `.1 6„ PVC SD IE 427.65' 4" PVC SSS CROWN 426.70' 6" PVC SSS IE 426.27' / ICI I ) 4" SSS STUB IE 426.53' � Y / III 1 Rf 13 LF 4" PVC SSS III t @ 2.00% MIN. I / / o ;' L 1 I - / O ii FIT 43 .5 3 I it o / o IIII 1 VERTICAL SEPARATION: 0.95 II ax Parcel 75 L�IIII 1 6" PVC SD IE 427.20' o IIII T.' 1 4' PVC SSS CROWN 426.25' I 6" PVC SSS IE 425.85' j II 1 w I I i N I � fill td1 I 1 /------- IIII f i 4" SSS STUB IE 426.11' I J 50 LF 6" PVC / L 1-I ro iP It IV VV 4[ I.1(_ II I SSS @ 2.00% CONTRACTOR SHALL FIELD LOCATE F37M 420.82 \ 13 LF 4 PVC SSS I I EXISTING SSS, AND ADJUST SLOPES it \ ®2.00% MIN. II I 1 I o /" & ELEVATIONS IN SIDE SEWER SYSTEM \ EXISTING N J / /' AS NECESSARY. 27 LF 8" --- it 434 0 1 / 1 J1s _ SD AT 7.26% 100 LF 6" ,.. I /, N I PVC % 63.7_ ) J CB Type _ l I , yP c 1- VERTICAL SEPARATION: 1.08' i SSS @ 2.00%; \ / GE 4.24'.78 _ 8" PVC SD IE 425.81' ! IE SE 423.18 8?' 2"WATER SERVICE STUB I /� / w/ Oil--Wtr Sep. / 6" PVC SSS CROWN 424 73' ! / V) V) V) 15.00' 0 w r' 1 V) F z u o c U w zN o J Nc L a 0 cn }a: JV FU _ 1-tWLL 1 I I I In to a o0oc U U U C >0 z W z Q J d U Q wUZNa° m 0~C C' J izc � 02 w Q G w!=ofa oNCc LO I I I I N O O0C 0v0(_ Cq eq 0 rn oQ� P°3CD w` 0 En 7 U En 12.3' STING 6" 419.27'± ESMT U ES T EST ESMT JESMTESM SMT ESMT @ESMT _ ESM7_ (EES 2" WATER SERVICE STUB/53 LF 6' PVC /--SSS @ 2.00% CIF 124 7,c�1- - - ---- - -- -- - - SSS. 555 SSS SSS 555 SSS 555� � SssSSS sss / SD SD \SD I SD SD 0 SD SD SD SD SD SD SD D SD SD Sp UGU UGU UCV GU U UW U UGU OW .. GU UGU UGU IRR IRR UW U W UW F IRR IRR IRR IRR IRR IRR IRR I(2R R RR iftR IR IRR IRR.: \ \ \ - -f' •,., W W _ W__ W �c w L- W W W , t i 0 0 00 SD ---------P-5-_ Electric S 89'55'15" E _ _. - J 131.55' / 6' SSSCO 238 LF 2" l - .t - / PEW 117.5 / ' -' - ------- RIM 428.40' - - - - - -- - - ----- - __ _ - -- / WATER SERVICE �---�--------- - i' I Corc. G itt�r' (tap) / - - / 6 E 424.25' .� SD 238 LF 2 PE / / 6" SSSCO / ! SID - - -- --- SD G ___._ _._ ._.. __ ----- SD - WATER SERVICE / / / I I _______- _ 12 F VU x CONNECT TO CB Type 1- / RIM 430.40' / �" 225t LF COMMON UNDERGROUND UTILITIES EXISTING 6" SSS GE 424.46 -' / C;B Type 1 6" IE 425.31' / / ( POWER, TELEPHONE, CABLE/TV) W/ 6" SSSCO IE N 422.36 12" N / : / GE 432.52 -- - __-.._-.....__ // / (SIZE TBD BY OTHERS) (OR MH PER LUD IE S 422.41 8 CI n G IE E 427.52 12" / ! \� _CBe J - - - -R REQUIRMENTS) BTM 4-21.96 '9 IF W 427.52 12" / / GE 427,18 ry`a RIM 425.75't / BTM 426.32 / I[= E 421.43 12" 6" IE 422.25't n / rs IF `, 421.45 12"? / / W RIM 419.08 SU �U / -- - - - SU _.. - ,>L) / - SD - - 5D 12 AU SD SU SD318TH STREET - -.... .__------- --- - ,. CBTypE I-------------''�� Tax Parcel 126 FH «] [F] GE 424.39 8 Cl Parcel B King County SP #775005 BTM 422.39 BASE MAP/TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND ADJUST PROPOSED GRADING AND IMPROVEMENTS AS NECESSARY. CALL 2 BUSINESS DAYS BEFORE YOU DIG 1-800-424-5555 (UNDERGROUND UTILTIY LOCATIONS ARE APPROXIMATE) IE nU _ V a O U d .. 0mc y l If) a Q �3 C, �c c 0 o v a, I S, DA GF WAS/y)H O mcI � � 3723 FGISTS �S7DNAl.Ee� \ W = EXPIRES 7/18/ o(I V) \� a o ma rC v C07 ui tSS �.._ _. __.... �- K' CONNECT T Q 0 EXISTING PP V) fF I & RUN DRY UTILITIES U Lv I [., UNDERGROUND J Z 00 Z (POWER, TELEPHONE, J Q J CABLE/TV) (/7 > Q -j _IL zLLj Z� c) / 2" TAP LLJ J Lw J 2" TAP Q f- U Q 10LF2"PE JQ a - WATER SERVICE W co { (1OLF2"PE wLO(f) WATER SERVICE �..1 G NEW WATER METER PO (SIZE TBD) NEW WATER METER (SIZE TBD) 0 F 00 Ll) Wwi 3 0 "a O m -- - I a --------- r ?D PROJECT I MANAGER: ED I DESIGNED BY: NMD to DRAWN .\ BY: NMD \; CHECKED . BY: ED SCALE: SCALE S SHOWN CITY OF FEDERAL W�j 7 ATE: REV. SHEE' APPROVED FOR CONSTRMTZ 1 OO I8 6 9) 5 RESUBMITTED 02/13/2007 A of -9- PERMIT NO.--------JUL 1 82007 SHEET NUMBER CITY OF FEDERAL V BUILDING DEPT. BY: DATE: CITY ENGINEER OR DESIGNEE a- z cs z C i- U) Q I�0 x V) In COS GENERAL NOTES: 10 0 10 20 BTM = BOTTOM OF STRUCTURE CB = CATCH BASIN CONC = CONCRETE EG = EXISTING GRADE ESMT = EASEMENT LINE FF = FINISH FLOOR GE = GRATE ELEVATION GV = GATE VALVE IE = INVERT ELEVATION SD = STORM DRAIN SDCO = STORM DRAIN CLEANOUT SS = SANITARY SEWER SSS = SANITARY SIDE SEWER SSSCO = SANITARY SIDE SEWER CLEANOUI TYP = TYPICAL SCALE IN FEET Concrete Gvtt�-r (t p) W = WATER 0 0 0 P CB Type 2 GE 435.29 IE W 428.79 PVC 12" IE SE 428.69 PVC 12" W N O o 0 0 z cp: / V O / C) / �b CB Type 2 -- GE 433.44 a IE NW 427,24 8" IE N 427.29 12" a IE SE 426.89 12" o BTM 424.44 a a 0 W 1. ALL WORK SHALL COMPLY WITH CITY OF FEDERAL WAY STANDARDS & REQUIREMENTS. 2. SEE ARCHITECTURAL PLANS FOR BUILDING DESIGN AND DIMENSIONS. 3. SEE SHEET C01 FOR ALL SITE DEMOLITION. 4. SEE SHEET CO2 FOR ALL SITE DIMENSIONS & TESC. 5. SEE SHEET CO3 FOR GRADING. 6. SEE SHEET C05 FOR SEWER. Tax Parcel 228 Concrete Walk 12" CONC AREA DRAIN Contr me Wolk RIM 431.00' \ " 6" IE 428.50' S 89'5515 E l 131.55' - - N 89*55'15" W 132.60' ,- ' .yyyLLL125 LIZ 00 r CV IIII �` 7 h<} „� �- - - - �- J / / I -- �---- l �I CONNECT TO DOWNSPOUT II 97 LF 6" PVC SD 2.00% , Kentucky Fried i \ KFC) Chickerr 12.31 9 LF 4" PVC DOWNSPOUT TIGHTLINE 0 2.00% MIN. _...._ _.__. _ __... `�9.7' L j a I s� / j EXISTING 6" SSSCO I ..___ 4 / - RIM 427.20'-+. III i;`z I I sss // / ` 6" IE 425.00'± III I p I II / CB#3 - TYPE 1 / W/PVC ADAPTER III li W/VANED GRATE G if II '1p RIM 429.05' C09 / EXISTING 6" .. SSS IF 419.27'k FF 43 .5 �, I I COSS r II a I I � �/ s 8" IE (S) 426.66' � . rS KC - - �I Iiil it l D I �I ax Parcel 75 / �I �ry� Tax P�arcel 229 Eli --_ - IIII lyE 9 LF 4" PVC DOWNSPOUT I . ~ < I w IIL•.SC`,f;$c"\- y ESMT ESMT ESMT ESM7 ESMT ESMT ESMT-"ID ,Es15 �7 ESMT illl 1, 4 ,. TIGHTLINE 0 2.00% MIN. ( 3ss I / / \ <> . IIII x f lr4li I / 33 LF 8" PVC SD ®2.00% Ir_ N 421.67 18" IIII \ ,CONNECT TO DOWNSPOUT II Q I / N / IE. S 421.32 18" (I J / / Gs IE NW 421.22 l o / \ BTM 420.82 \\ II r II J U -- O / \ EXISTING , I /) rn CB#2 STORMFILTER CB 271 „ _ Q\ ill i,l 8" SDCO ///: 3 CARTRIDGE UNIT SFCB "^ L( i I --- 434 - RIM 430.14 /� RIM 428.30' � CB#1 EXISTING CB I 8" IE 426.56' 8 8" IE (N) 426.00' C09 63.?' / CB Type 1 r ilr I I 8" IE (S) 426.00' ( \\ ,/ GE 424.78 j J I I �,I: I I //� 57 LF 8" DIP SD ©1.54% �( IE SE 423.18 8" / II / / 124 LF 8" DIP SD 2.00% I I I : W/ Oil•-Wtr' Sep. 4-- I ESMT -y- ESMT ESMT ESM - T ESMT (- ETi/ ESMT f .A -., , E T Es6 I GE -124 79 JI 5 LF 8" PVC SD ®6.40% r III i / / I \ IL: cf 42 _04 1 >' - -- In _L ! I--- ------------ -- - -- --- - -�sss sss ss sss sss ssssss sss sss sss sss sss sss ss s s LL L L[ ' : - SD SD SD I SD SD SD SD so i5 \ so so so so so so so ' ucu,. uou ucu > ucu J u uqU u u ucu ucu ucu ucu cu cu - \\ ucu ucu a cu uc ;, �.- . P i s 3 IRR V IRR � IRR IRR IRR IRR IRR IRR IRR r, a,I RR tttR 1RR W W W'--. - W `f �- W j W W W OD ID CONNECT TO EXISTING CB ------ _-P-5 __-- Electric 1�1� 1 8„ IE (W) 423.20' \ l o ' S 89'55 1 E - 131.55' 8" SDCO �� _. _._ N 89"5" 5" W - --117,54' - - - - _ � I r So -- ~ - RIM 428.40' _ -r-�------ �- ------ _ _.-> --- ;, - T--- -; - -- -- - / 8" IE 425.68' :; ^.OrtC. t�U'f.ter-(i �,.�;. �--G-_ 12n CONC AREA DRAIN / / -SID _-'____ / 5D - ` RIM 431,00' / 34 LF 6" PVC SD @ 5.71% 6" IE 428.50' / j `.� - -- - SD 12 P'vC CB TYP � 1 ------ , \ GE 424.46 n, / IE N 422.36 12." Sa 00 �/ CB Type 1 / / IE S 422,41 8" Cl n S , GE 432.52 / / CO Type 2 / BTM 421,96 IE E 427.52 12" V) W (0 (n V) b\ n r� L c_> _j co N z 0 t- U1 X W w cn 0 yr W `F .I a 15.00' z O rn wCITY OF C04 1 F 0 � z U 0U d Q z F- 0 U W o F C z C c,,, a 0 cn g X F}0_j w- Ea C)0 LLJ FOF �ZDV) c U W I I I I0( w N 0 0 0 C a- 000C z? 03 �< z W O z Q J �> <- wUzLjan � Okw-U CC.` o �w< r! r,, CIE _ p N 0 C u7 N rD O O CDC C ODUC � d o, ' i26 �I 3ojLl I ��i(� 33723 � �FG19TEp�� A . _ . cNx (PIRES 7/18/0c, I- (n Q `- LLJZ Jz( _ U Q U t1 (n Q J = Z w 2 n W W Y U W_ Q <(f) UU Z _j Q � 0' Wow W�p 1_0 C 0 / IE W 427.52 12" / / GE 427,18 �� 1 0 H v / IF E 4,21.43 12" �,_ v %�i BTM 426.32 1 Cow w IE S 421.a8 12"? / 0 z o BTNI 419.08 D - / 3 ---�'--- _ -- SD ---------- ��.- SD _.-- - / - --- ---- SD - _...__. _.. SD .. _... - - -- - _. / 12" ADS uc 0 a / S ____ __ .___.. _._.. __.-._-.. SD ___________.___... . _____ -_ o // //3'18TH STREET/ SD MAONA ER: ED ,d ? // DESIGNED NMD _B_. Type_1 ' l ` DRAWN CB Type 1 GE 432.52 IE E 427.52 12" IE W 427.52 12" BTM 426.32 Tax Parcel 125 Parcel B King County SP #775005 a . r GE 424.39 lE N 422.59 8" Cl BTM 422.39 CALL 2 BUSINESS DAYS BASE MAP/TOPO PROVIDED BY OTHERS, BEFORE YOU DIG DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD 1-800-424-5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. BY: NMD CHECKED BY: ED -p SCALE: SCALE AS WWes�%% SHOWN APPROVED FOR DCONSTRtlCTION OO $ 6 DATE: REV RESUBMITTEo2/13/2007A PERMIT N0. JUL 1 82007 SHEET NUMBER I� CITY OF FEDERAL W Y BUILDING DEPT. BY: DATE: CITY ENGINEER OR DESIGNEE 0 / IE W 427.52 12" / / GE 427,18 �� 1 0 H v / IF E 4,21.43 12" �,_ v %�i BTM 426.32 1 Cow w IE S 421.a8 12"? / 0 z o BTNI 419.08 D - / 3 ---�'--- _ -- SD ---------- ��.- SD _.-- - / - --- ---- SD - _...__. _.. SD .. _... - - -- - _. / 12" ADS uc 0 a / S ____ __ .___.. _._.. __.-._-.. SD ___________.___... . _____ -_ o // //3'18TH STREET/ SD MAONA ER: ED ,d ? // DESIGNED NMD _B_. Type_1 ' l ` DRAWN CB Type 1 GE 432.52 IE E 427.52 12" IE W 427.52 12" BTM 426.32 Tax Parcel 125 Parcel B King County SP #775005 a . r GE 424.39 lE N 422.59 8" Cl BTM 422.39 CALL 2 BUSINESS DAYS BASE MAP/TOPO PROVIDED BY OTHERS, BEFORE YOU DIG DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD 1-800-424-5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. BY: NMD CHECKED BY: ED -p SCALE: SCALE AS WWes�%% SHOWN APPROVED FOR DCONSTRtlCTION OO $ 6 DATE: REV RESUBMITTEo2/13/2007A PERMIT N0. JUL 1 82007 SHEET NUMBER I� CITY OF FEDERAL W Y BUILDING DEPT. BY: DATE: CITY ENGINEER OR DESIGNEE GENERAL NOTES: GRADING QUANTITIES: ABBREVIATIONS: 1. ALL WORK SHALL COMPLY WITH CITY OF FEDERAL WAY STANDARDS & REQUIREMENTS. TOTAL SITE CUT: 1,180 CY BTM = BOTTOM OF STRUCTURE TOTAL SITE FILL: 0 CY CB = CATCH BASIN 2. SEE ARCHITECTURAL PLANS FOR BUILDING DESIGN AND DIMENSIONS. TOTAL NET CUT: 1,180 CY DEMO = DEMOLISH EG = EXISTING GRADE 3. SEE SHEET C01 FOR ALL SITE DEMOLITION. ESMT = EASEMENT LINE FG = FINISH GRADE 4. SEE SHEET CO2 FOR ALL SITE DIMENSIONS & TESC. FGTOER = FINISH GRADE AT TOE OF ROCKERY FGTOPR = FINISH GRADE AT TOP OF ROCKERY 5. SEE SHEET C04 FOR DRAINAGE. FF = FINISH FLOOR FL = FLOWLINE 6. SEE SHEET C05 FOR SEWER. GE = GRATE ELEVATION GV = GATE VALVE 10 0 10 20 7. UNLESS OTHERWISE SHOWN ON PLANS, THE TOC (TOP OF CURB) SHALL BE EQUAL TO THE IE = INVERT ELEVATION TOP OF PAVEMENT PLUS 0.50'. SD = STORM DRAIN SS = SANITARY SEWER SCALE IN FEET GOr'1Crtire (typ) SSS = SANITARY SIDE SEWER - Gutter � SSSCO = SANITARY SIDE SEWER CLEANOUT _- -- _ _--- --'-- ` ---- -EG 436.nre to Walk EG 433.38' ` 00'- Ca- TESC = TEMPORARY EROSION &SEDIMENTATION CONTROL ` TOC TOP OF CURB EG 436.00'------FGTOPR 436.00-'"--"-" EG 433.84' - - -- 1l EG 432.60' EG 431.93' EG 431.66 EG 431.24' - I I ' I Concrete ret Wulf = PAVEMENT TOP TOP OF FGTOER 432.00' FGTOPR 434.00' I TYP = TYPICAL FGTOPR 436.00' \� FGTOPR 436.00 - FGTOER 431 50' 89' 515 E I 131.55' !•I _ -_ W = WATER FGTOER 432.00' - - - - - - - - - - - - - - - - FGTOER 432.00' _ _ N 89°55'15 W 132.60' FGTOPR 436.00' I Tf� BOW 431 45 - _ FGTOER 432.00' = - - ° - - -- - - - y u �� IO 12.5' - - J,- - - - - TOP 430.80' TOP 430.80' I(1 TOP 430.80' // �N, 7 FGTOPR 436.00' // "� fi j _lI �A J RIM 431.00 // _ . ---- G -- -- - t' - - - ----- -- G - /Y FGTOER 432.00' 00 D / __} Q SW 431.35' i SW 431.35' SW 431.45' �i- 3' ,� , FL 4 0.20//�/ FG 436.00' I M 53� H EXISTING GRADE TO % P 430.80' MATCH i- I p r rTOP 430. ..;�•------- ----- .__..- -- -- TOP 429.61' F IF I�I SW 431.35' , (---- I II J i----� - III pi BOW 431.45' 1 \ TOP 430.10' I 10 ' III BOW 431.45' 4y FG 436.00' \ !1 BOW 431.45' I II - - - - - - \ i I �� ct. Kentucky Fried II I ,. (KI C) �-- 12.3' --n I � FL 429.49' TOP 429.43' TOP 430,80' TOP 430,40' / TOP 429.79 \J Chicken FG 435.51' II v x I II TOC 431.20' ' / / .�---___..._----__..._...__._-_ ...__----.. 59.7` II i c I o _ _-_---.__. EXISTING 6" SSSCO 00 ' II ? ' rr I II TOP 430.90' // FL 429.26 RIM 427,20'± o I c4 l ' III 1 I ( sss TOP 430.40' / TOP 429.56' 6' IE 42.5.00't [� TOP 430.80' P� ; ' III t iV�P II TOP 430.80' / ~\. ( 1. .-__.. I_ IIII BOW 431.45 / TOP 429.60', 529.05' i FG 435.1E ;' II I p a) I ' TOC 430.80: TOP 429.53' 4RIM EXISTING 6" CB Type 2 E II FF 431.5 I II TOP 430.80' M TOP 428.59' TOP 428.59' SSGO SSS IE 419:2i'1 GE 435.29- I III IE W 4.28.79 PVC 12" I I III I i p i II ax Parcel 75 �N Tax Parcel 229 IE SE 428.69 PVC 12' I � / � / TOP 428.44' 1 ' � it TOP 430.40' I FG 434.93' II II N TOC 431.20' TOP 430.40' TOP 428.37' I s w / IIII I p iLU II TOP 430.90 / /r ESMT ESMT ESMT ESMT ESMT ESMT ESMT ESMT 09 1 t 1 ESMT / \� GE 425.0E io i IIII ' BOW 431.45' II .sss I / TOP 429.53' IE PJ 42"1.67 18" / TOP 428.42' IE S 421.3E 18" I g Ln TOP 429.25 sP IE NW 421.2E oo IIII I TOP 430.80' / "> FL 428.95' / s r I. ' I I I 1 1 O / B TNI 420.82 \ z II \ I i / I p FL 428.62' / \ I EXISTING l I TOP 428.92 I \ Q FG 434.33' r III � � / J �, �7 l_�FI 8" ' III I TOP 430.66 I I I ss SD ATM f(P EXISTING GRADE \ Ny III _. 434 I /// FL 428.38' 6:3.2` l IQ I' I BOW 431.45' ` I+•' TOP 428.60' \ ;" GE 424.78 \ / i x IE SE 423.18 8" C' /i III Al RIM 428.50' i III I BOW 431.45' „' �/ I FL 430.00' I FL 429.17' sss W/ Oil--Wtr Sep. FG 433.89' i e - i II 1 // I TOP 430.551 I I E T f ESM7 ESMT ESMT ESM SM7 I ESMT ESIAT/ ___ ESMT [€- .Jj E T E5�1 6., III BOW 431.45' /� o r } 4 / - M TCH EXISTI A E 2_ 73' G GRADE /, rnll BOW 431.45', i � %/ \ - - ! I s � 4�T.1 04 i I a I - ---- -- -- - - - -- -- - _ _- _ _ - s -sss sss sss sss � sss sss -- MATCH.. "a FG 433.80' - - - -' - -' ss sss sss. sss sss sss ss s s IN GRADE C-� \ . 1 RIM 428.30 s L SD SD \SD SD _ SD ...__ __._ U SD SC SD SD \ \ I r �.' / TOP 430.3E I..1:.�WGU• UGU UG., JGU �U U - U U UGU UGU UGU UGU GU : - UGU .UGU -- UGU U - UGU - UGU I I 'I _ : t \ RIM 428.60' �.. / BOW 431.35' BOW 431.35' "� -`" " / \ BOW 431.35' IRR IRR \ RI IRR iRR ' IRR IRR IRR IRR IRR IRR IR - I, R RR IRR IR -' IRR ---- IRR -------� -� W W t'_ - V, -�- J _ -- - -- W W w / U iF.o - so SD L \ j TOP 428.64' z� ' I . BOW 431,30' --- - P-5 TOP 428,60' - 1 �'�� MATCH EXISTING GRADE ---------- _ - - - �'lectric _ - - - dMATCH EXISTING GRADE ti RIM 431.00' / / TOP 428 00' N 89°[,5'15" W 117,54' / S 89°55'15 E 13L55' % TOP 430.42' , / TOP 429.40 _ / --- r - ---- - --- - _ __ _ - - _ TOP 430.58 TOP 429.13i"r_ - "r EG 433.4T� EG 432.85' EG 433.28 j r EG 432.3E anr,. ,utt¢r, (tYP) SD --- --- ----F- 'Sp"aD -. -_{k" / - ----- - - , CS T e 2 \ j2 v / // / ]� - ---- S 'p 12" PVC 7 CB Type 1 �-• � a. / / / � // IE N 422 36 12" n� 4.6 GE 433.44 ! // I (' N IE NW 427,24 8" SO III-) 9` // GB Type 1 / r �•� / IE S 422_.41 8" Cl IE N 427.29 12" S / % GE 432.5E / / \-CB Type 2- BTM 421:96 IE SE 426.89 12" IE E 427.5E 12" / --------- (o 15.00' I I. V) K_C:1 GV t 0- w In i 6 z 1'� A 33723 CFO/3TEP n (PIRES 7/18/ c N a o LL C U U.) z In Cf c J U) L O In �0Uj _v ~LLI 4 Dv)aC In (o r� a QU UC UC V/ 00 Q U JZ00 (j= Z Q Uo) Q J (n Q J = °- 0- z Ld Zy UUZ_ Q(A -i UU J I`0 Q Q 0- n < LLJ CO W n Ld r- C n � GE. 4L7.18 •-) e B1-M 424.44 [ / IC. W 427.5E 12" / 1 ��L I v V) / IE. E 421.43 1; q a �, BTM 426.3E / / S 421 48 12'? T. C'� w w IE RIM 419.08 » 3 0 -�------- SD ---_------ - -- SD -- - / _ _ _ c(") .. L_ . - - _.._..-- SD - - - ¢U Sp ---- -- -- - - - - --. _._12' ._ ADS 0 a - _.___ / SD - -- - -- SD --- --.._..._.._. - _ .. c -- SD �. '3'18TH STREET fi MANAGER: / i ED i DESIGNED 0 m v p v 6 a w w m D z w J E 0 a U W - Vim GE 432.52 IE E 427,52 12" IE W 427.52 12" � BTM 426,32 0 . I ----- -- --------------- -- ---_- fJ .. _ _...% jg \ i Tax Parcel 126 Parcel B King County SP #775005 I( CB Type-1 [A F 11 [1]GE 424.39 ---- IE N 4-22.59 8" Cl BTM 422.39 CALL 2 BUSINESS DAYS BASE THE DCG CANNOT OBERHOELDPVIDEDLIABLEOFORRS' BEFORE YOU DIG ACCURACY. CONTRACTOR SHALL FIELD - 800- 424- rj55cJ VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. v) BY: NMD 7 Vl -r DRAWN BY: NMD CHECKED BY: ED SCALE: SCALE AS II SHOWN CITY OF FEDERAL W DATE: REV SHEE' APPROVED FOR CONSTRUCTION 3 RESUBMITTE 02/13/2007 A OF PERMIT NO. 1 82007 SHEET NUMBER CITY OF FEDERAL W Y rN BUILDING DEPT. UO3 BY: DATE: CITY ENGINEER OR DESIGNEE GENERAL NOTES: ABBREVIATIONS: V) I I 1. ALL WORK SHALL COMPLY WITH CITY OF FEDERAL WAY BTM = BOTTOM OF STRUCTURE STANDARDS & REQUIREMENTS. CB = CATCH BASIN DEMO = DEMOLISH 2. SEE ARCHITECTURAL PLANS FOR BUILDING DESIGN AND ESMT = EASEMENT LINE DIMENSIONS. FF = FINISH FLOOR GE = GRATE ELEVATION 3. SEE SHEET C01 FOR ALL SITE DEMOLITION. GV = GATE VALVE IE = INVERT ELEVATION 4. SEE SHEET CO3 FOR GRADING. SD = STORM DRAIN SS = SANITARY SEWER n 5. SEE SHEET C04 FOR DRAINAGE. SSS = SANITARY SIDE SEWER Tax Parcel 228 V) SSSCO = SANITARY SIDE SEWER CLEANOUT 6. SEE SHEET C05 FOR SEWER. B TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL 10 0 10 20 SITE ROCKERY C06 TYP = TYPICAL MAX HEIGHT 4.0' W = WATER SCALE IN FEET Concrete Gutter (typ) , Concrete Walk Concrete Walk S' 89 55 15 E 131.55' 6" CONCRETE E N 89'55'15" W 132.60' 15.00' ---_ I CURB C08 '•� -- - (;� 20.8'co G --- _. - - G - - ---- -' - ----- -- C - ! �� F D - 62.0' �� / \ rn - - , 0 -- rx -- ---� - \ l II 9.0' \ ,/; c `)V) ASPHALT 1 t T IIII i II-- CLASS B Kentucky Fried 17.0' R2.0' (KFC) ^ - 12. 3' -- W Chicken x mc III_` j II _--__.- _.._ . __._.__ ._ ___.__._..__ _ o III 1 p 1 II / 59.7'J -- EXISTING 6" SSSCO rl / EXISTING CB 27. ' INSTALL TEMPORARY CRIM 427.20't sssSD INLET PROTECTION O " 'O in o C06 // I r� i II �p I / EXISTING 6" !n CE1 Type 2 I FF 431.5 J > i I a 18.0' 16.0' SSCU SSS IE 4T9.2i''1 GE 435.29 i r I a I M R2.0' R2.0 CONTRACTOR \ c , I hI ` �0. I II a v' -�---- - cb SHALL USE - IE W 428.7_ 12" I I 0 - j ax Parcel 75 ry IE SE 428.69 PVC 12" IL.IHI I I ( II + Tax Parcel 229 EXISTING ASPHALT I' -III 'v1;1 m II o I 3.0v;, 1 3.0' \ FOR CONSTRUCTION i I( z I I F j / ENTRANCE ACCESS f ryry tt / 9 ADA RAMP.„ - ^'ETT- ESMT_ ESM-,;� .... --.: I _ w IbI I 41 I II I x, i • � ES Tr + -rsMTT ESMT M C I I nII ��1' I Sss� I R2.08.0 1_. R2.0 �... -{ O I o° � .,4 II I P OPOSED MAILBOX j I I - LOCATION �. - - ` - - -- z I } 1 I I (� � _ _ _-! / _ � - cn SEE ARCH PLAN EXISTING CB J<. ) " \ 434 I a /�/ TEMPORARY PR0. EASEMEN - s - S -- i N N, IN I o _ 1_ SD INLET PROTECTION - - - -� , t _ it ;� III I ,. i i /i/ i41.3' SM -ESM SMT-__�-.' �_... \ J l; 9.0' GE :F24.79 \ _____________ 7-1 \SSS S55 -- SSS SSS S55 � SSS - -- SSS SSS "S,SS --- S55 - SSS SSS -'S3 -' S 5 ".- � ,_ _ ---... �.__. _ - ;19.VI; f� 5S5SD SD \SD SD SD 0 SD D SD SD SD SD SD SDSD SD SD DGU - DD D DGD U D Dry DGU DDD:)GU DG D D - - 30.9 \ / 17,0, IRR 1 / \ IRR \ R::�- -iRR IRR IRR :IRR IRR IRR IRR IRR IR R RR - - IRR IR IRR IR I I 10.0' FUTURE R.O.W. DEDICATION TRACT so w SD -j \ -_ _ - w / \ -x-x x-x-x-x-x�x-x-x-x-x-x x-x-x-x-x-x=x-x=k-x--x-x-x-x- x-x�k-x- -. 1 - x -x -x -x �x -x -x -x -x -x -x -x -z -x -x -z -x -x -z =z 1x -x x -x =x =x -x \ -x -x -x -x -x -x x -x -x -x =x"-x =x =x 7r�x x -x -_x -_x -x -x �c x -x x -x -x -x -x -x -x -x -x - ) - - - ! - - - - - - - - \ - - - /f iectric � / S 89'55'15" E 131.55 F' 2 -- -- N 8 fi5'15" A 1 7.54' \ .. ,.. i . i ,iGutter (t ) emu. �' �� i PROPOSED BIKERACK ./ / , yl) / _.._ __-._-_.__.__ _- _- SD '-- -- ' ._. - --' '�D _ SD ,- ` - - U LOCATION, SEE ARCH PLAN / ' ! - - - - - I._ SD _ >L) / C12 C,B T.yPe 1 G,7 CB Type 2 - 2+ a. / ! NEW 24.00 / 6" CONCRETE �E GE 424.46 N v) GE 4-33.44 UTILITY IE N 422.36 12" z IE NW 427.24 8" Sp -1`a // CB 1YPP_�--_.____._-__ / / \ EASEMENT / CO IE S 422.41 8" CI CURB n EXISTING CB IE N 427.29 12" �S` /,i GE 432.52 / INSTALL TEMPORARY CE IE SE 42.6.89 12" //` 0- IE E 4'27.52 12" / I CB Type 2 ----- - - o_ BTM 421,96 SD INLET PROTECTION E GE 4 � INSTALL APPROX. 150 LF E ' w F Q V) J V) z OI � w ZV) 0) F o Z U V) w a-0m M x F� LLI V) J J w- �Q 0OJFO� Zi -mow r-7)V)ao UWIIII x ,n co r- co wcn0000 aNUU )v V) U z o� W 0 Z QI J �; j z< wUZNa� g O~c�� J Z < O � W < Q LLI - W ' O V) O O I I I I N M d OOOO U U U U N O, O M 0 a • O M w" U 0 Q �= 1 AO � AF0/STEpE� �S33723 40NAL 6v C �� U�� QZ W� J Jz0 0 U= Q C� a- ^^ C/ / Z Q n = U LIJ ZY LdLL W UU Lw H Q�'� UQ �S JMQ W n Ld a-0- LLI F- u7 V) � V) BTM 424.44 0 .'! IE W 427,52 12 INSTALL APPROX. 80 LF e / - i 'ti EXISTING CB o ~ ") i BTM 426.32 / FILTER FABRIC SILT FENCE C08 1 IE: E 42114.3 12" rx FILTER FABRIC SILT FENCE CO CJ p- 0 / t IE c 4"21148 12"? / CO INSTALL TEMPORARY ro CO v z Q 419.08 SD INLET PROTECTION 3 0 SD ----------.. SD-------1-- --- - - SD i) f ` rl - SD // 12" ADS • a N _._ E3 T IA / / / / SD --- -- - --- SD - --- -- - - -- - SID - ------ PROJECT /3'18TH STREET � j � MANAGER: ED DESIGNED i L V, ._ NMD u Cs iLype 1 CB type 1�- --- V) DRAWN --- Tax Parcel 126 GE 432.52 IE E 427.52 12" v Parcel B King County SP #775005 IE W 427.52 12" 2 BTM 426.32 PARKING REQUIRED: RETAIL 1 STALL / 300 SF = 3,300 (INNER WALL) / 300 = 11 STALLS RESTAURANT: 1 STALL / 100 SF = 1,998 (INTER. WALL) / 100 = 20 STALLS TOTAL PARKING REQUIRED : 31 STALLS PARKING PROVIDED: 31 STALLS PROVIDED PER FWCC 22-1379, IF THE FORMULA FOR DETERMINING THE MINIMUM * AND MAXIMUM NUMBER OF PARKING SPACES RESULTS IN A FRACTION, THAT FRACTION WILL BE ROUNDED UP TO THE NEXT HIGHER WHOLE NUMBER. Llj I-1 I._SJ GE 424, 39 IE N 42.2.59 8" Cl I BTM 422139 CALL 2 BUSINESS DAYS BASE MAP/TOPO PROVIDED BY OTHERS, DCG CANNOT BE HELD LIABLE FOR BEFORE YOU DIG ACCURACY. CONTRACTOR SHALL FIELD -g00-424-5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. BY: NMD CHECKED BY: ED a \�( SCALE: SCALE AS ` SHOWN CITY OF FEDERAL - 1 00 8 6 DATE: REV. SHEET APPROVED FOR CONST9I EMITTED 02/13/2007 A of JUL 1 S 2001 PERMIT NO. SHEET NUMBER CITY OF FEDERAL WA BUILDING DEPT. BY: DATE: CO2 1 CITY ENGINEER OR DESIGNEE GENERAL NOTES: 1. ALL WORK SHALL COMPLY WITH CITY OF FEDERAL WAY STANDARDS & REQUIREMENTS. 2. SEE ARCHITECTURAL PLANS FOR BUILDING DESIGN AND DIMENSIONS. 3. SEE SHEET CO2 FOR ALL SITE DIMENSIONS & TESC. 4. SEE SHEET CO3 FOR GRADING. 5: SEE SHEET C04 FOR DRAINAGE. 10 0 10 20 6. SEE SHEET C05 FOR SEWER. SCALE IN FEET Concrete Qutter (t,. YP) Concrete Walk ;X ABBREVIATIONS: LEGEND: BTM = BOTTOM OF STRUCTURE STRUCTURE, FEATURE OR CB = CATCH BASIN HARDSCAPE TO BE DEMOLISHED DEMO = DEMOLISH GE = GRATE ELEVATION -LIMITS- PROJECT DEMO AND CLEARING LIMIT GV = GATE VALVE IE = INVERT ELEVATION LIMITS = SITE CLEARING & CONSTRUCTION LIMITS SD = STORM DRAIN SS = SANITARY SEWER SSS = SANITARY SIDE SEWER SSSCO = SANITARY SIDE SEWER CLEANOUT Tax Parcel 228 TESC = TEMPORARY EROSION & SEDIMENTATION CONTROL TYP = TYPICAL W = WATER A S, 89'55'15" E 131.55' S11Wn - S11W , _ _ _ ✓ r / ua I \ I f \ i 4L 1 1 •(. u o EXISTING TREE% , rz I / o TO BE REMOVED 1 / CB T 2 a) 1 GE 435.29 DEMOLISH m I IE W 428.79 PVC 12" EXISTING \ I a P c IE SE 428.69 PVC 12_" ROCKERY I A f w EXISTING TREE I TO BE REMOVED I I 1 �, co I o EXISTING TREE ss o TO BE REMOVED I Jj c) O \ f z EXISTING TREE \ 1 ( f TO BE REMOVED I f f i 434 - - EXISTING TREE TO BE REMOVED I `NAI )I. / / -! \ F ISTINA TREE TO BE REMOVED00 ��/ - -_ 1 LIMITS / --� LIMITS UMITS LIMITS -e L)IMT LIMITS LIMITS LIMITS S 89'55'15" E - 131.55" P > / PROJECT CB Type 2 �� CL // CLEARING % GE 433.44 / LIMITS / IE NW 427.24 8" S� ro / CB Type 1 IE N 427.29 12" s /�� GE 432 52 IE SE 426.89 12" �" IE E 427.52 12' BTM 424.44 n j IE W 427.52 12" / BTM 426,32 'E E / - --�--- --- SD -- -------- SD -- ------1- y / O CB Type 1 GE 432.52 IE E 427.52 12" v IE W 427.52 12" 2 / BTM 426.32 DEMO & REMOVE EXISTING TRASH ENCLOSURE Coric\(?:k - - L N 89'55'15" W 132.60' T- 12-5' SAWCUT EXISTING ASPHALT G ---.._- - ._ _.. G --- T ----- -----�_. P _...� / Al SAWCUT EXISTING o ASPHALT/ o / o� / L / M o / / V) / DEMO & REMOVE EXISTING ASPHALT 1 - simn ! sLinn simn simn _ f Kentucky Fried (KFC) Chicken EXISTING 6" SSSr_O RIM 427.20't 6" IE 425.00't G 12, 3' EXISTING 6" SSS IE 419.27'J:- Tax P&.cel 229 CB Type 1 GE 425.02-- IE N 421.67 18� \ IE S 4.21.32 18' sss IE NW 42"1.22 BTM 420.82 \ EXISTING 27 LF 8" N� SD AT 7,26% 63.2' J CB Type 1 GE 424.78 -- SAWCUT EXISTING IE SE 423,18 8" ASPHALT / W/ Oil-Wtr Sep. simn simn simn simnr,-- � sl�rn simn suwn sllwn simn BTM 422.68 I E 424.1. EXISTING SSS' 1 - 42 •�q 2 TO REMAIN � I 0 p / LIMITS LIMITS LIMITS EXISTIN Electric / TO RE 9 5 15 W 117 - 4' `s- f 'Conc. G`atter (tYP) / f W --- --'- _- �U / / - _ SD SD 12" PVC / CB Type 1 -- --- ---- / / DEMO & REMOVE GE 424.46 / EXISTING CURB IE N 422.36 12" IE S 422.41 8" CI / GCB Type 2 ----- --- BTM 421.96 / GE 427.18 / IE E 421.43 12." IC S 421.48 12"? / BTM 419.08 / SD _._._._. _...-.: -- SID ------ . _.__. .__.. -- - SD SD SD //318T H STREET/ i) / /. Tax Parcel 126 Parcel B King County SP #775005 12" ADS SD CB Type 1 - GE 424,139 IE N 422.59 8" Cl BTM 422.39 -- J_KFC CALL 2 BUSINESS DAYS BASE MAP/TOPO DCG CANNOT BE HELD ELIABL LIABLE OTHERS,D BY BEFORE YOU DIG ACCURACY. CONTRACTOR SHALL FIELD 1- 800- 424- 5555 VERIFY GRADES, UTILITY, AND ALL OTHER EXISTING FEATURES AND CONDITIONS, AND (UNDERGROUND UTILTIY ADJUST PROPOSED GRADING AND LOCATIONS ARE APPROXIMATE) IMPROVEMENTS AS NECESSARY. 15.00 0 In V) CO V) a Z LL o LL P= U w z( a F C z LLJ Q. 0 U) mXI}UJV w O p J w 0 0zF-tQ�LL r-DV)ac U W I 1 I I w �Su)(DrQ ww000C a�UUU� V) 0 z o3: LLI 0 Z < d Q a w U Z N d a m O~C za ro 0 La pU)0C Ln I I I I 000C UUU,C U M N 01 a �3M a E y r�0 V •o w` ! a) � m � � U z) V) Q 09 nl) U LL O v I v I ix) O f.. n 00 •- n a WA3/p � OF 0 mc 4 G lI o) ir / i(. 9 33723 C A.- to FQ/3TEP6 C` `S'NAL�a ) U) = cn EXPIRES 711TIC 4 ui c F - rn Q M Gv I I Q Z LLJ � Q Jz� U=J O � Q U CL Zw0 Ld Y U LLL I- QU)� UU J Q O J ~Q a_ CL LLJ n Lv r W In c r n � t,) Q w w 3 0 00 O IL IL SD ___.----_ __ PROJECT ' MANAGER: ED ! L) L7 DESIGNED v NMD 7 DRAWN BY: NMD CHECKED \, BY: ED ' SCALE: SCALE AS SHOWN CITY OF FEDERAL Y FOR CONSTFUCII 100 8 6RESUBMITfE DATE: EAPPROVED o2/13/2007 I;SH' OF PERMIT NO. jUL 1 8 2007 SHEET NUMBER CITY OF FEDERAL V1 AY BUILDING DEPT. C ®1 BY: DATE: CITY ENGINEER OR DESIGNEE 400' West Found MIC, Tack in Lead, Down 1.0' BM ROS 126-132A Elev: 463.16 CB T e 2 GE 435.97 IE E 431.07 6" CMP IE N 430.07 ADS 6" IE W 430.07 ADS 6" IE W 428.79 PVC 1: IE SE 428.69 PVC 1 CB Type ?� GE 433.¢¢4 IE NW 427.24 8" IE N 427.29 12" IE SE/426.89 12" BTM /424.44 Approx. LocationW of Water Line W ems- - _ Found MIC, Tack in Lead, Down 0.9' S 1 /4, Section 8 Tax Parcel 228 Concrete 't 1�4 132.60' G I CB T e 2 GE 428.77 IE N 419.47 36' CONC IE S 419.27 36" CONC I II 1 h rn c O L W N M (o w 01 1.0 o 1n o a o Z 07 - 95' W T5.00' cv I N G N I n IIO I3 12.32' I N 1 t�ia � I / v�I 'ff } I Tax P�rcel 75 / vry� To)! Parcel 229 I °^ � f is LO r0 - 434 -t O 00 / IMD61 'k , Z I, S 89'55'1 / / / / / / SD W IE E 427.52 12" 7 IE E 427.52 12" IE W 427.52 12" IE W 427.52 12" BTM 426.32 BTM 426.32 Concrete Walk F-19-55I, „ ,/� / / / �P-� N 89'55'15 W / a O / t`- u c � wX 1 � I ' O / O -7 / Asphalt Parking rj j Kentuckv Fried Chicken e GE 425.02 I / IE N 421.67 18" z IE S 421.32 18"/ Co IE NW 421.22 ' BTM 420.82 O / CB Type l ! o m 3 1 GE 424.78 `U / / 00 I/7 / CB T /i IE SE 423.18 8'. I w/ Oil-Wtr Sep. GE 42 79 0 0 IE 422.04 12" BTM 422.68 / I S 422.29 12" �TM / v P-3 - _ 420.79 -�-------- P-2 \ / trod /Curb 12! In re s onqres P ----- P ---- serne5t AF 83 2 7 3 -_ KFC P-5 / 1 ° o Sign Site BM "o 1 El. 425.15 , / Electric -� ----- [EDC2DC;abinets ___ - - - -N - - - - - ___ - - - - - on TKLD a _-. -.- j , / = P- 4- 89.55'15 W 117.54' / Nv i �o Corsc. Gdtt,6ri(tgp / / SD / SD gD o n SD SD 12" PVC / N ITAG u) N South 3181h Street 0 3 a. / ati o U I o 0ca Dl SD �� SD SD/ C D SD / SD SD 12 ADS SD _ 00 / SD SD / a / U W ® T pe 2 N GE 427.18 CB:N422. Typel I I IE E 421.43 12" GE6 Tax Parcel 126 o E S 421.48 12"? IE 36 12"vParcel B King County SP #775005 BTM 419.08 IE .41 B" CII IBT96CB1 GE 424.39 IE N 422.59 8" CI BTM 422.39 l South 320t1i Street S 89'53'40" E 2651.09' I SSMH Rim 423.70 FL 415.85 8" CP 3 to v1 a- U 00 V) rn e a U N c 00 C U O -F- U 3 N o N to 0 0 0 3 c -c J rn � = U W w � U ,w [L I I T 4n �w II � 11 1 Found MIC Conc w/ Pin, Down 1.0' 2.68' E. of Centerline IE N 416.09 36" IE S 416.09 36" IE W 416.79 12" BTM 413.89 aF �Er+ISTEg�' .cQ� 9V L LA'SZD 5 ES JUNE 30, 2008 J MERIDIAN KCAS GRAPHIC SCALE -20 0 10 20 40 (IN FEET) 1 inch = 20 ft LEGAL DESCRIPTION THAT PORTION OF THE EAST QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 8, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SUBDIVISION WITH THE WEST MARGIN OF PRIMARY STATE HIGHWAY NO. 1; THENCE WEST ALONG THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET TO THE TRUE POINT OF BEGINNING OF THIS SUBDIVISION; THENCE WEST ALONG SAID NORTH LINE 132.60 FEET, MORE OR LESS, TO THE WEST LINE OF SAID EAST QUARTER; THENCE SOUTHERLY ALONG SAID WEST LINE 110 FEET; THENCE EAST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION 132.60 FEET, MORE OR LESS, TO A POINT SOUTH OFTHE TRUE POINT OF BEGINNING AS MEASURED PARALLEL WITH THE WEST LINE OF SAID EAST QUARTER; THENCE NORTH TO THE TRUE POINT OF BEGINNING. TREE DESCRIPTIONS A Apple (Pyrus) D Deciduous MD Modrona (Arbutus menziesii) P Pine (Pinus) BTM Bottom of Catch Basin PROPERTY CORNERS P-1 Found Tack & Lead, 0.02' E & 0.09' N P-2 Set Rebar & Cap, LS 30581 P-3 Set Mag, LS 30581 P-4 Found Rebar & Cap, LS 23613, 0.04' E & 0.18' S P-5 Found Rebar & Cap, Triad, 69.11' E & 0.10' N P-6 Found and Accepted Tack in Lead SURVEY NOTES INSTRUMENT USED: SOKKIA SET 5 EDM METHOD USED: FIELD TRAVERSE APPROXIMATE POINT ACCURACY: t0.05' SURVEY MEETS OR EXCEEDS STATE STANDARDS PER WAC 332-130-090. MONUMENTS SHOWN HEREON WERE VISITED ON MAY 13, 2004. THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING CONDITION AT THAT TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A TITLE REPORT ARE SHOWN. DATUM - NGVD 1929 CONTOUR INTERVAL - 2 FOOT BENCH MARK: ROS 126-132A, MIC Tack in Lead. Elev: 463.16 ISURVEY IN THE: S.E. 1 /4, S.E. 1 /4 SEC. 8 TWP. 21 N., RGE . 4E., W.M. TOPOGRAPHIC SURVEY 0 7 -10086 DRAWN BY: HMM N i e d e r Fa m i'ly LLC RESUBMITTED CHECKED: SHEET 1 31717 Pacific Highway South JUL 182007 BLE of Federal Wa WA PROJECT: y CITY OF FEDERAL WAY 04152 1 EMERALD LAND SURVEYING, INC. BUILDING DEPT. PO BOX 13694 MILL CREEK, WA 98082 PH. (425) 359-7198 DATE: 2/12/07 1 0 n T.O. PARAPtT 2 ... 5OUTH ELEVATION SCALE 1/6" = V-0" 5OUTH EA5T ELEVATION SCALE 1/Su = I'-O" PRINCIPAL FACADE (ALONG 316TH ST) GLAZING AREA GLAZING: 31S SF OF GLASS / 681 SF OF WALL AREA e46.4% MOIRE THAN 4096 EA5T ELEVATION SCALE 1/6" = I i-O" NORTH ELEVATION SCALE 1/5" = 1'-01 1 EXTERIOR MATERIAL SCHEDULE SYMBOL MATERIAL REMARKS SYMBOL MATERIAL REMARKS 5T STUCCO COLOR�442 °C0M7TON" MGI METAL COPING BEND %341001'aE GMU SMOOTH FACE CMU WEg COLOR COLOR MG2 SUSPENDED MTL CANOPY 5M�� `£ ® SMOOTH FACE CMU WES OR COLOR COL® ® HOLLOW METAL DOORS �M�y� �`'E SPLIT FACE CMU WESTBLOCK INTEGRAL COLOR COLOR "COCOA' O STOREFRONT ANODIZED ALUMINUM IFS EJFS. CORNICE DRIVIT SYSTEM COLOR 442 +COTTON, n n n WE5T ELEVATION SCALE 1/811 = 11-0" J GLAZING GENERAL NOTES I • GLAZING: 843 SF OF GLASS / 3,5W OF OF WALL AREA . 2349e LESS THAN 30% • SOLAR HEAT GAM COEFFICIENT - 100 • CONTRACTOR TO PROVIDE SAFETY GLAZMG M ALL REQUIRED LOCATIONS PER IBC SECTION 2406 N CARL STATE �s Kk -- z Lu Q � oss Q gym Q DRAWN: 1" iM GHEOG: CP JOB NO: 4016 PIRSCHER ARCHITECTS CPA + Pirocher Architects iv5oo Ballinger"NE, SuU 200 Seattle, Washington 45155 (206)SW-9665 Pax (206)368ASS0 SHEET: 00864 A == 5-1 RESUBMITTED JUL 1 8 2007 CITY OF FEDERAL WA`� OF: SHEETS BUILDING DEPT. Ix6 HORIZONTAL TREATED CEDAR STANLEY 09TT CLICK -LOCK SAFETY PADLOCK HASP IS'-6" DIAGONAL I'XI/4" STEEL STRAP 3:: I' 311 AT BACK OF GATE FRAME-GALV. 1' I' -i®° 6" STD. DIA. STEEL POSTS- GALV. FILL POST WITH CONC. AFTER i �I G TESICNSTALLED-ROUNC) TOP 1 OF Q 3x3 STEEL ANGLE � � � GATE FRAME. WIELD HOLE AT Fes, y 2 I y I PROVIDEP BOTTOM- GALV. I/20X6" STANLEY 0952 PLATED BOLT HOOK AND STRAP A.::"HINGES i.r (3 PER LEAF FOR GATES .:.: u, HIGHERTHAN 6'-0") ;;.F41,Tg.:..q�i:?12" 7\J_[4 DIA. POURED CONG. FIG..4'• : STANLEY "10 CANE BOLTS ON INTERIOR SIDE OF EACH GATE TR45H ENCLOSURE GATE 1 NTS 1/011=1'-011 STOP A 4 ALVANIZED P05T 2-I/2' DIAMETER MINIMUM. ED IN CONCRETE AS SHOWN OR PER D.O.T. REQUIREMENT. m JA NOTE: EVERY STOP SIGN MUST BE ACCOMPANIED VV A PAINTED STOP BAR. STOP 51GN I/2"= I'-0" 2.840.01 IA 1a 14 -CUT OFF EXCESS BOLT LENGTH 6" STD. M. PIPE POST- GALV. 8" CONIC. BLIP— ENC-OSURE WALL 1/2"Xb" STANLEY 0052 PLATED BOLT HOOK AND STRAP HINGES. ANCHOR TO GATE WITH EXPANAION BOLTS 3x3 STEEL ANGLE GATE FRAME- WELD CORNERS, PROVIDE DEEP HOLES AT BOTTOM- GALV. -HORIZONTAL ixb TREATED CEDAR SLATS ANCHORED WITH TWO 1/4" GALV. CARRIAGE BOLTS EACH END. V4' SPACE BETWEEN IX6'S ■ g � 4' THICK LAYER OF SA ROCK BA5E OR FILL 501L UNDER SIDEWALK. -COMPACTED NATIVE OR FILL SOIL WALK AT PLANTER 1-1/2"= P-O" 2.510.023 STANLEY 0911 CLICK- SXSX16 CONC. BLOCK LOCK SAFETY PADLOCK WALL W/ 2XSXI6 CAP HASP (OR EQUAL AT BLOCK PAINTED. INSTALL CHAIN -LINK GATES) BOND BEAM W/ 2 45 CONC. APRON BARS AT TOP COURSE Ct' WHERE NOTED AND VERTICAL 5 BARS ON SITE PLAN h`4a GROUTED IN CORE AT WALL ENDS AND CORNER EXtEND VERTICAL BARS INTO PERIMETER FOOTING CHAIN LINK OR 9 ARSEEtEEL 4 GA Ms � DETAIL e i a i PRESSURE TREATED 4X6 u PLATE W� 1/2" PIA. A.B. • 24 O.C. 4 SROOOMCFINLSLOPE / TO GATE OPENING u PROVIDE SLEEVES FOR EA. CANE BOLT IN ASPHALT t ONE * ENCLOSURE SLAB TRASH ENCLOSURE: NTS 1/211 = j' - O' 2b'10.002 INISH GRADE EXCESS ALPHALT OVERRUN PRIOR TO INSTALLING EXTRUDED CURB. CONCRETE CURB, PAINT CURB YVFERE INDICATED ON SITE PLAN. IUS CORNERS NDINS SLURRY 2' VIA. WEEP HOLES W-ON O.G. jASPHALT PAVINS o 4 ( o ° ° ACTED ROCK JOINT5 o0O ° o O 0 BASE. b' MIN 7' PLAN VI6"4 12' MAX. OF GOFirtR�i 12' ALL INSIDE AND OUTSIDE CORNERS. 2. CUT CONTROL JOINTS AT ALL CURVE RETURN POINTS t/- CORNERS AND NOT TO EXCEED IV-0' ALONS 51RA16HT CURB RUNS. S. TOOL ALL EDSES SMOOTH. alEXTRUDED CURB I-1/2"=1'-0" 2.510.032 1F7 la 20 21 10, i STEEL AT 6'-0, "/ 80°00000QO /Oc 1 ASPHALT DRIVE) FLUSH TO CONC. THICK CONC. APRON ROCK 8�: SLLOPE�� ''1�FINISSHH' MEDIUM BROOM L LJ J 1'-0' DIA. GONG. FT6. WW/ EMBEDDED POST CENTERED r TRA5H ENCL05URE SLAB/APRON 3/4"= I'-O" 2.8'70.001 PAINT SOLID YELLOK 2 24' HIGH PAINT® Y81A104-1 STENCILLED LETTERS, 2 COATS. N01c: YELLOW TRAFFIC TAPE WHERE HEAVY PAVIN6 15 NOTED ON SITE PLAN. 10 STOP BAR NOT TO 50ALE 2.510.055 0 PO FINISHED 6RADE- MAX SRISE IN S' BI.AUCTOP OR IMPERVIOUS SOIL FOR SURFACE DRAINAbE Hd. F I. THE FACE OF THE R0614ERYAALL SHALL BE INSTALLED WITH A REASONABLY SMOOTH SIDE OF ROCK EXPOSED AT THE SURFACE. 2. THE LONG DIMENSION OF All ROCKS SHALL BE PLACED PERFENDICU.AR TO THE WALL. EACH ROCK SHOULD BEAR AND LOCK INTO TWO R00105 IN THE TIER BELOW, UNDISTURBED SOIL S• N071FY THE CIVIL ENGINEER FOR INSPECTION OF SUB6RADE AND DRAINAGE SYSTEM PRIOR TO BASE COURSE BEINS PLACED. 4. FOR ROCKERIES BM?M 4' AND b' HIGH, CONTRACTOR PROVIDE A LETTER TO BUILDING INSPECTOR PRIOR TO FINAL INSPECTION CERTIFYINS THE ROSRADE AND DRAINAGE MIN. 12' LAYER OF HAVE BEEN PREPARED IN ACCORD WITH JAWICTIONAL DRAINAGE MATERIAL 5TANDARDS. 5' ROCKERIES OVER b' HIGH REQUIRE ENSINEERINS WIPE "SION RMk51N6 FROM COURSE RANSI TO FINE iCOUR 0-V292'-e BY SPECIAL INSPEGTTON AGGORDINS TO UB.C. 806b. SIZE CLOSER TO b. SEE 517E PLAN FOR REGYD HEIGHT OF ROG40RY WAIL. FACE IF Rrw% -MIN. 4' VIA. PERFORATED DRAIN TILE. I% SLOPE TO OUTLET. 1' OR LESS DLA. WASHED 6RAVEL, b' COVER OVER PIPE AND 2' UNDER. OIL, ... � ROCKERY DETAIL 1/2"= I'-O" 2.210.001 PAINT ARF YELLOW C 2 COATS 11 PARK I NG ARROW 5/4"=1'-0" 2.510.051 BASE COVER BY LIGHT MM rTa % ANCHOR BOLT5 HV SALVANIZED PLANTER THREADS, VERIFY SIZE, GRADE NUMBER RECI D 4 - SPACING W/ LiOW POLE MFR SRAM"!f - -III STUB UP ABOVE TOP F I 07C. MR MFRS III- I SOF P 5. EASE - 4 III -I NATURAL GREY CONC. --III- FINISH a TOOLEDT _III III I I III„- SIDES. X-0' VERIFY 512E WITH LIGHT MANUFACTURER 1.. LIGHT POLE STANDARD I/2"= I'-O" 2.840.041 2a PAINT WHITE (USE TEMPLATE) REFER TO SITE PLAN FOR DIRECTION OF ARROW NOTE: YELLOW TRAFFIC RAPE WITHIN 40' OF AND AT ENTRY APRONS ONLY 12 FARK I NG .4iRROl.0 3/4"=1'-0" 2.510.052 BICYCLE RACK 0 BIKE5) LI-0) I/2"= I'-O" 2.840.0-10a O N UHF F Q �IGO Q 00� DRAWN: j" j1" I GHiE:GHK: GP JOB NO: 4016 T_ V1 T kb z T 3 o — K v 1-I-1 �m �o _ < ILI �a z IL C(� U LLD cn PIRSCHER ARCHITECTS OVA + Plrooher Architects 19s • Ballinger"NE, Su6e 200 Seattle, riaahington 118155 (206)568466b FM f20bi568-95w SHEET: 07-100869 — 12 RESUBMITTED JUL 1 8 2007 .24 CITY OF FEDERAL WAY OF: SHEETS BUILDING DEPT. 3/6' DIA. DOWEL X /2' TH. EXPANSION JOINT 24' LONG 0 24' O.G. W/TOP 1/2" FILLED W/ GREASE OR SLEEVE BACKER ROD E SEALANT BAR 0 ONE SIDE OF JOINT. ALT. SIDES TOOLED EDGE / �1 IGHT BROOM FINISH d a °a a aa. a aea-a 0 0 Oo 0 �� o���ogg0 0 �080 000 O� ® 00�00 00 o L/ — — - — WALK NV 6X6 1/2' GOMPRE551BLE WELDED WIRE MESH FIBROUS' JOINT FILLER AT CENTER (INTBRRUPT ( FULL THICKNESS) AT JOINT) COMPACTED ROCK BASE ACTED SUBSRADE EXPANSION JOINT (E.J) 2.550.005 +/- 4' mil SCORE JOINT (S.J) 5 =1'-011 2.550.005 IG� v'ER OVERHANG (2'-O' MAX) FLUSH A=ISE OF PAVEMENT. _ Ia 51M. / 2O \ 4' PAINTED STRIPING �� Q WHITE (2 COATS), TYP. 1:48 MAX SLOPE IN ANY DIRECTION TYP. o DROPPED CURB oz - E RAMP AREAS. 161-0' 1 HAND I CAP STALL 111=10'-011 heap stall in Q 12' RESERVED BLUE BAGKGROWND WMWITE 5Yh®OL d LETTERING. 1' WHITE LETTERS W/ STANDARD WORDING PER HANDICAP CODE REQUIREMBdTS. VAN AT VAN SPACE ACCESSIBLE (IF APPLICABLE) 2' VIA GALVANIZED POST CENTERED ON 2'-6' HANDICAP STALL. I� 1 HANDICAP PARKING SIGN NOT TO SCALE 2.540.014A FINISH GRADE OR PLANTING BED. 6' TOOLED EDGES AT EXPANSION JOINTS *4 DOWELS 2'-0" LONG TOP t BOTTOM, GREASE I I I i l l I a ONE END. 1-III ASPHALT CONCRETE I —I PAYING. II I III i O� COMPACTED R OCiG BASE 0 =III a a I = _ CONCRETE CUB 4 0 (a II �_ COMPACTED SUBGRADE 4 BAR CONTINUOUS -I I I i-III-I I I I I TOP AND BOTTOM III III -III I I I - =I EXCEPT AT EXPANSION —I I=1 i all JOINTS. 6" 4" CONCRETE CURB 2510.034 NOT U5ED a — ASPHALT CONC. PAVING ROUND TOOLED EDGE CONC. CURB AND SIDEWALK - &X6XW1.4/W1.4 W01 11 NIP O &Do::.. =11 6D2" I I a I1=III-1 THICK LAYER COMPACTED ROCK 8 I II 0 BASE 1 �I111 -IIIII 111-1 1—� =111 . II COMPACTED NATIVE II OR FILL SOIL ITI=1I 1=1I I i'- 04 BARS TOP e 6" CONTINUOUS 4" EXCEPT EXCEPT AT EXR JOINTS CONCRETE CURB AND SIDEWALK. ASPHALT CONCRETE PAVING. !iF QA IGli:IICNAZA�rI 2" THICK LAYER COMPACTED ROCK BASE. COMPACTED NATIVE OR FILL SOIL. #4 BARS TOP d BOTTOM CONTINUOUS EXCEPT AT EXPANSION JOINTS. 51 DEYqALK CURB 1-1/2"=1'-0" 2.510.021 Q Im STRIPE STANDARD STALL 3/I b"=1'-O" 2.510.042 LONG LANDING, MAX. SLOPE To BE 1:48. CkA• 10� ,s(0 3b• / 0 O 1 SIDEWALK CURB AT RAMP 1 � ACCESS RAMP 253002 1/411=11-oll2.530.OIImd �3i31r�'! IATE PAINT (GINS. O PAINTED STRIPING 1/2"=1'-O" 2.510.046 4'-0' 0 PARKING PAINT SYMBOL W/ 4' WHITE STRIPE. FUTURE �R���I� TW=GTH OF If iI/ AT S 1 r 9 iU uu�J 18'-loll N 000OSS6' E Ito", V-0- LANDSCAPE SET BACK 1 ,_011 4 5 2-0 3,532 SF A-12 111 5'-0'1 fi ROPOS�D 1�,-1�" 51.011 BUILD INCH SEE CIVIL FOR - - - - - _ ADDITIONAL Qa - - - - REMOVAL of EX�STMG RO�iGER1' � - EDGE OF EXISTING PAVEMENT - - - - - - - - - - m - I e r. EXIs rING REs u TO All•1 o WW i �WWW. "D SIDEWALK 4 W W W 1 CURB cur to W 3 7 A$p1" ( I ( by O REMAIN SE IVIL y y � A-12 DE AWFOR __TYF Al WSW A-12 W W i�- 2 9 13 sSTTR PINCsNTIVE FOOR WWWW A-1.1 A-I.I C_ FUTURE 10' RO.W. TRACT " 12) "COMPACT CAR" aSPACES WITH (19) W W I c 11 REGULER SPACES. p W W y 2 a w A -I) W - 22'-3n �I��Iw 21' a 18' 0" W9'- i/211� REMOVE W - EXI TING EN_061111 W W y a N 0000386' W 11000' o WWWW A42 'W-y.W I WWW� W� W .WWWIWWW W LIMITS IWORK, 0 � W FOR xn °"`Y to AINTM M15C. NOTES 1. PROVIDE A SEWER LINE THAT RUNS ACROSS THE BACK OF THE BUILDING TO EACH END OF THE BUILDING (WITHIN 10 FEET OF THE END WALL) WITH CLEAN OUTS AS NECESSARY. HAND I CAP SYMBOL NOT TO SCALE 2.510.055 �n N SITE PLAN ' INDEX O 4X4 CONC. PAD. PROPOSED MAIL BOX LOCATIONS. CONTRACTOR TO COORDINATE FINAL W/ POST OFFICE Q POLE MOUNTED AREA LIGHTING. O PROPOSED MONUMENT SIGN LOCATION, TO BE SUBMITTED UNDER SEPARATE PERMIT. PROVIDE CONDUIT TO THIS LOCATION FROM HOUSE PANEL LOCATION. ® PROPOSED LOCATION ELECTRICAL METERS O5 BICYCLE RACK © 4X4 LANDSCAPE PLANTER LIMITS OF 51TE DATA - ZONE: cc-� SITE AREA: 14,412 5F COVERAGE: 26% 5L[)G. AREA: 3,532 SF TYPE OF CONSTRCTON: V-B PARKINCs REQUIRED: RETAIL 1 STALL / 300 SF - 3,300 (INNER WALL) / 300 . It STALLS R£STAIaR-ANT: I STALL / WO SF - IAW (M M WAIL) / 100 - 20 STALLS TOTAL PARKING REQUIRED : 31 STALLS U 7— 1 O o Q L PARKING PROVIDED: 31 STALLS PROVIDED v V * PER R=C 22-13'19, IF THE FORMULA FOR DETERMINING THE MINIMUM ,ANDRESUBMITTE MAXIMUM NUMBER OF PARKIN SPACES RESULTS IN A FRACTION, THAT �UL 1 $ ZOO7 FRACTION WILL BE ROUNDED UP TO THE NEXT HIGHER WHOLE NUMBER CITY OF FEDERAL W BUILDING DEPT. -- z Q r Q gym o"$o d DRAWN: mm GF+EGiG: GP JOS NO: 4016 K 0 �z N 01 9 to IL a M V <0 QL n iJ- d� 111 lu z LI-1 — Q 04 ILQcn� mtL 6 PIRSCHER ARCHITECTS GDA t Plrocher Architects 19• • Eallinger Way NE, Suite 200 Seattle, Amhington 95I55 l2oe�na-qr�e Fax (206)760-9550 5FfEET: )4 D A OF: SF+EETS SHEET INDEX ARCHITECTURAL: COVER SHEET A-0.1 A-1.1 SITE PLAN A-12 SITE DETAILS A-5.1 ELEVATIONS 1 OF I TOPOGRAPHIC SURVEY HM14 C01 DEMOLITION PLAN CO2 SITE PLAN IWZ mono momm C�084 DRAINAGE PLAN A I T A Imam* COS UTILITY PLAN N�oa C06 SITE CROSS SECTIONS C0i PROFILES mmoma COS DETAILS COS DETAILS LANDSCAPNG L-1 LANDSCAPE PLAN L-2 IRRIGATION PLAN 51717 PACIFIC HIGHWAY SOUTH FEDERAL WAY, WAGIHINGTON PERMIT RE5UL3MITTAL SET 517E PLAN REVIEW NQm: DRAWW-s im"m PRINTED BY VENDOR CONTRACTOR 18 TO VERY THAT AI-�- $ IDENTIFIED IN DRAWING INDEX ARE INCLUDED IN THIS BET. NOTIFY TiIE ARCHITECT OF ANY DISCREPANCIES. i'ROJECT DIRECT0IZY CLIENT: ELLAYENN'S LLC 5363 S. KENYON SEATTLE, WA 98II9 (206) 604-6322 (206)838-5205 FAX CONTACT: DAN NIEDER EMAIL: danlelnlederscomaeatrat M_ W.[Ht4ffl CDA ARCHITECTS NO. ISW BALLINGER WAY N.E., STE. 200 SEATTLE, WA WW (206) 368-9665 (206)368-%bS FAX CONTACT: CARL PIRSCHER EMAIL: carlpacdaardleam PACIFIC SITE EAST ELEVATION CIVIL ENGINEER DAVIDO CONSULTING GROUP 1502E BOTFIELL WAY NE SUITE 600 LAKE FOREST PAW, WA 98155 (206) 523-0024 9 (206) 523-1012 FAX CONTACT: NAT= M. DAVIS EMAIL: natModcgangreom LANDSCAPE MAIN STREET DESIGN 611 MAN ST. SUITE F EDMONDS, WA SMV (429)111-480S (425)111-SI28 FAX CONTACT: KEN LONEY EMAIL: malnctreataearthlinknet VICINITY MAP I VICINITY MAP N 07-100869 RESUBMITTED JUL 1 8 Z007 CITY OF FEDERAL WAY BUILDING DEPT. 4417 kk -- z If Q � sss Q o�5 a d DRAWN: I" IUJ GHE:GK:: GP JOEi NO: 4016 i K O �z TVI o < � Lu �-_ JU vc�Q x} — w od LL PIRSCHER ARCHITECTS CPA + Pvw4 r Architects 19600 Bollinger Way NE, Salta ZOO Seattle, Washington 981" (206p368-9660 rm (Wb)-m8-9558 5f E:T: OP: SHEETS