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Permit L01-030 - SABEY CORPORATION - SPECIAL PERMISSION
LO1-030 INT'L CORD CAMPUS 12606 T.I.B. (SPECIAL PERMISSIONS) Altmann Oliver Associates, LLC PO Box 578 Carnation, `VA 98014 Office (425) 333 -4535 Fax (425) 333 -4509 June 2, 2005 Dear Ryan: Ryan Partee City of Tukwila, Public Works Department 6200 Southcenter Blvd. Tukwila, WA 98188 AOA -1673 REFERENCE: IGE/Riverton Creek Enhancement; Tukwila, WA Phase 1 (Year 3) and Phase 2 (Year 1) Monitoring Report Environmental Planning & Landscape Architecture Phase 1 of the Riverton Creek enhancement project for the International Gateway East site was completed in.January of 2002. Phase 2 of the enhancement project was completed in the early spring of 2004. Monitoring and maintenance of the enhancement areas are required by the City of Tukwila for five years post - construction. Performance monitoring site visits for 2004 were conducted by Altmann Oliver Associates, LLC (AOA) on April 12 and October 7 In addition, a review of the enhancement areas was also conducted on April 3, 2005. Overall the enhancement areas continue to function very well and nearly all planted vegetation is alive and healthy. Cuttings along the main channel are well established and are generally growing vigorously. On -going maintenance of the enhancement areas continues to keep most weedy exotic species under control and the overall areal coverage of these species appears less than 20 percent. The only weed of current concern is bittersweet nightshade (Solanum dulcamara). This exotic species has become established on stumps within Phase 1 of the channel and should be controlled to prevent it from overtaking the native planted vegetation. Attachment 1 contains photographs of the enhancement areas (Phases 1 and 2) at the time of the April 2005 site visit. The as -built planting plan for the enhancement areas (Figures lA and 1B) depicts the location of the photopoints. Ryan Partee June 2, 2005 Page 2 Performance Standards The performance standards for the approved enhancement plan required a minimum 85% survival of planted vegetation (or 60% cover of native species) to be present at the end of the five -year monitoring period. Since plant survival is close to 100 %, this performance standard is currently being met. In addition, weedy exotic species were required to be maintained at levels below 20% total cover. Ongoing maintenance of the site appears to have successfully controlled most exotic species and maintenance should continue to ensure that this performance standard continues to be met. The next performance monitoring site visit is scheduled for the fall which another summary report will be prepared. Should you have any questions regarding the monitoring program, Simone Oliver or me at (425) 333 -4535. Sincerely, ALTMANN OLIVE ASSOCIATES, LLC Johlri Altmann Ecologist Attachments cc: Deb Ritter, City of Tukwila MarcheIle Patrick, Sabey Corporation of 2005, after please call Page 1 Nora Gierloff - Re: Bond Release From: To: Date: Subject: Hello Beth, Nora Gierloff bethr @sabey.com 1/4/05 9:16AM Re: Bond Release I reviewed the planning file and found correspondence to Connie Taylor in 2002 outlining the requirements for a bond reduction for permit L01 -030 ($150,861). I can fax that to you if it would be helpful. I would also like to get copies of the Riverton Creek monitoring reports from 2003 and 2004 as I only have the first year, 2002, in the file. The monitoring period for the other bond, $47,850, ended in 2004 so I can release that if you provide a copy of the final wetland monitoring report by Altman Oliver. Thanks, »> Brenda Holt 12/28/04 09:35AM »> Beth, Just a quick follow -up on the bonds for the International Gateway East 11 property. l don't show that we've released them, so I've sent a request for release or reduction to Nora Gierloff, Planning Supervisor, for her review of the bonds and possible site inspection. If a site inspection is needed, who should she contact for the inspection? As soon as I have information back from Nora, I'll let you know the status. Thanks for your patience. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter BI, #100 Tukwila, WA 98188 (v) 206 - 431 -3672 (f) 206 - 431 -3665 http://www.ci.tukwila.wa.us Nora Gierloff Planning Supervisor City of Tukwila DCD (206) 433 -7141 CC: Brenda Holt /2l0 LJI -v3v 2e.4 - G.-Dv-6 ' o ( n ( 922S 0 5 7 , 0 CA Nora Gierloff - Re: Bond Release From: Nora Gierloff To: bethr @sabey.com Date: 1/4/05 9:16AM Subject: Re: Bond Release Hello Beth, I reviewed the planning file and found correspondence to Connie Taylor in 2002 outlining the requirements for a bond reduction for permit L01 -030 ($150,861). I can fax that to you if it would be helpful. I would also like to get copies of the Riverton Creek monitoring reports from 2003 and 2004 as I only have the first year, 2002, in the file. The monitoring period for the other bond, $47,850, ended in 2004 so I can release that if you provide a copy of the final wetland monitoring report by Altman Oliver. Thanks, »> Brenda Holt 12/28/04 09:35AM »> Beth, Just a quick follow -up on the bonds for the international Gateway East II property. !don't show that we've released them, so I've sent a request for release or reduction to Nora Gierloff, Planning Supervisor, for her review of the bonds and possible site inspection. If a site inspection is needed, who should she contact for the inspection? As soon as I have information back from Nora, I'll let you know the status. Thanks for your patience. Brenda Holt Permit Coordinator City of Tukwila 6300 Southcenter BI, #100 Tukwila, WA 98188 (v) 206 - 431 -3672 (f) 206 - 431 -3665 http://www.ci.tukwila.wa.us Nora Gierloff Planning Supervisor City of Tukwila DCD (206) 433 -7141 CC: Brenda Holt Page 1 i �.`. iti: s: W:. t. s`:fv:L+sSSvr.:;w;::;.;ray.f:+: nab::: rt ::;CiC4}ii::..�r;:ur'.r".�En+rs 4Y- «rnavau,:�.a. Attachment 1 Photo -Point 1- Spring 2005 Photo -Point 2 - Spring 2005 IGE /Stream Enhancement t, Attachment 1 Photo-Point 3 - Spring 2005 Photo-Point 4- Spring 2005 9 IGE/Stream Enhancement fig A I 41 tli Attachment 1 Photo-Point 5 - Spring 2005 Photo-Point 6 - Spring 2005 3 IGE/Stream Enhancement Attachment 1 Photo-Point 7 -Spring 2005 Photo-Point 8- Spring 2005 4 IGE/Stream Enhancement �y :n.>n•K ,i•,SHI -' i t N ; w•i : nS gf. l N .,l � % l k ' _ . v i•)f: v : :: q . �• � Y. .tank '.a -, �., :•.'S.,.i b . �� .::Y;.;, f p•.f,:y.. <, > "r.•,•:;r•.. • 7�C:�c:•wt� . v�! li' iG�.:: nzhx;'t �s;N F';.'' r�:•. t:•:: st ':' :'•i•'[<iB :.j,•,.;L:.;.t"r x rc :•fit A 4• . ear' � . ?� �� : �. .{� i f�. . ?: ;.p ". � ' .k.... � .: � .� � :' ijnSS fi• , ' .. n , P:" , t t • " "x o 3j ° ?; w. . 7 ;R• tt ! ;;• r ) ,Y •t .. ;'£ {{ �� }} > l . !. ,, �' f.')f .� . t wiin '. :H ) , • ) <: �S - IIIP IMJ' :5 : � : iJ�' L.w fit' >! 5' 14 + ;1 :; •��h :. fat :; ,,, : ) .) :,Y. r• . • r. •1• i .:.., ✓ , I :.. T,^ ti . "•�. :. � . `.R . ti\ :. � :.•R .. M.<..3:. : •F � ✓VN?i �7 . : �f• ✓ �' 9 �9 M... �' 1't..te ` �F ' <. a< ) . � a. n:. a. �. ),�.trl.a :t. >,:. � >•.. :,,• >%r, .:.;., . >>II : : :.,,.�., .,.:. :�, • .,.,,r�);.,,. •`•4.,;;a;�� : :.• :✓ . ✓ ,,_ :)) :�.. t�'� :)•.�' ..�.n�.. ... nL ..•. 4 ,:.7ynp. i : "• .: \,. %., r. A• .... ,, . .. ? • ..... .Y•G .. :4!;:S .R : >.S ..: f.. : >.., .�...,LSxin x)Rt :.�,S... F. • :'�'� "!• >� :7�tll$,S ql' •; • NAME OF DEVELOPMENT: i ' _. ti ' ' DATE; C' -- C)1* 4 — C f S . DEVELOPMENT ADDRESS; \'Z (Uan. lit b4U► i .n' a I/ PER M ITNO.: L+O� •l�0� - 'C+ CASH ASSIGNMENT NAME; ‘-‘, A Q l4 CIF, 4 31.6L. TEL. NO. 2.0 _ _ / _ Ca f a SHALL BE REFUNDED BY MAILING TO; ADDRESS: 2 C� T� .. . Y I t �� , MIIIIIIIIIIIIIIIIIIII (please print) C1TY/STATEJZIP ,. . • (k 't 9, • b - SI DESCRIPTION OF EMS TO 8E COMPLETED (REFER C PLANst UMENTS WHERE ITEMS ARE DESCAJBEDy han (ng. L. a nr t / ifflrafi re') T r r Creek ct,n cC Rrk_cts ek S s 0_ av cksc,h 6e dr' In ? ,, LO e- _ F S • l ► e. Cd ct if i si .- l.f, rt. .144 . • .D-j - o • ,, c) s,. . i0 - 01 OA. 'A_ - a — 1 • a L 1 J &)QL•Ct ', < C( s 11' 4r4 Cth.rvL• 17r) e.- • Csr t,rrk, e- 6f)(na+ed) - tO {e ` v 0)3 4 - , ea, i. As the owner, or authori ed agent of the owner, I hereby submit cash or cash equivale�r tt in the amount of s $ LSO ) 1 f CO lZ.5 In Hot value to complete work described abvA) and attach supporting 0 documentation for valu�e of work, I will have this work carried out and call for a final inspection by this date: ( 07 J // / Ok - ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower, If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to plete all w•rk listed above prior to requesting Inspection and i release of these funds. i / t(____ SIGNED; • s^ IS,g42 TITLE: / ' q t5O . :. ;',: ,� .:.%cs.{ix l 4 Z:l,ii j' :J � 'ii:',•A•!' :t,�lPt, ., :. . ;! o, ., :YfWn,'•,s, x;44 :w ?Yn :?7'(''31 :.M 'E. ? 1 prlti( ; fZ C�ri7t' ti; l : p. .1s.) ),:� .. l 7 ar t :- ,...<.,.,... : ' THIS FUND 1S AUTHORIZED TO BE ACCEPTED. . ...." SIGNED: h z 1 DEPARTMENT HEAD: ,--- AMOUNT: Ij(J I . CO ri CASH CASH EQUIVALENT DEPOSITED THIS DATE: `7 - & - Q fi r R CE T NO.,, S i t RECEIVED BY: ,'r, L � -e' 1 aS i) ayCfeY'a7Lllt?riL` CHECKED BY: z'd Sy,;V; e;'1; f ^`i;f1C 'e t�;. • x•y 5r2?S• > :yii :; ')iftif?fi tti T1 f'fCiti�E � <�S , ix 3 g. VP' l� .f y .. � .. ..�, i , E. `• i l��!r ;y ^ ' '!W S' ( J i : , r�! V� „�i,( ;: �s {> , ; U f ✓ Sv k.• 2N ; : >.;•; SAN PA.Z c; aoyti, ty Nyla. .r :•. ...,n...o :. .,.. .` . . 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS ty..•.ve,' . a >.....to: ;*$ .nt : : .r..<>. G :t > ;e:: ;,:,;n 1.f.; i'•+.`H4 :Y'r\ Y:i: :.'»,• :.h. :: : »» . i :...Y.y;y.}"[i i.} :n } }}YY.wI :...�+,•�.!i`YV' •a.,�n :%>.•wV.4 71,0, :4a »' a:. 4 » <4Y Vr • >.P> :r>Ha:ouenne.w j. DEVELOPERS REPRESENTATIVE: .ro ► a ,c� ra ( / I'��� >ri l]rlr�lil >r i •• > � :>$ys•CKv :)ri?r� :l c <teS $..'\K? S <:.:r�,:SF, - :x AMOUNT: 5 CASH EQUIVALENT - LE 1 ER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY; FINANCE DEPT. �a`a:e.`t<o. •CC)::.N' '< n` :VtiMtT< :tpVA)Y1o'9[tl 4:`•l1`[J:w 1' • 1tP • Y >,,;, `tee M +.w4 .) • Y: ?Y' iY: lywi. , p/ . YYX &Y•A Y ••∎ YdVrli�w .ia..5 w.YNMC..e.%e< Upon completion through Section 2, Finance personnel shall send copies to; '- Developer - Fnance Department - Permit Coordinator, DCD iC catty OT 1 Lawn DEVELOPER'S PFJECT WARRANTY REQUEST FORM All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty, 1 hereby request spe4tion and release of my cash/cash equivalent. DATE: pS --LJS -b I have reviewed the bove wo and found it acceptable and therefore authorize the releas� of the above cash assignment. AUTHORIZED BY: 4:4 .l: 511: 3''..,'.` t : 'a _ . ' ' eee■ .•L .'�cLa,w� 2„ - ...�5,,.�F„�` : :., :a`ya`a .l .•,,}�IDf :'t�`Cibx}+:L..r” a "`..,. -s.- �, 04 'fen. DEPARTMENT; Upon completion of entire form, Finance personnel shall send copies to: - Developer -- Finance Department - Permit Coordinator, DCD Md /QJQ Wd917 : T ti 90, E0 Nd.0 {ft: nYa'. : >fmaF. "7.P.wVi3r, t:.,t•'rrtn.:: ^. _rMSpt. rota ' "t.e °Mi ?.>�ytq•»y :'.✓L"n >xp�•.••n +a:/' cgtiatzi 10/13/2004 13:47 FAX 2062775300 SABEY ACCT DEY1' •K • City, State, Zip 206 -281 -8700 STATE OF WASHINGTON) BOND NO. 103658215 COUNTY OF KING Phone Si re Jam - N. Harmon, CFO Name and Title Zi.i L Z yr x c. .. ... u � - a'•.:M:xLC: + :i�si3Y& • I CONSTRUCTION INEL BOND ) SS. Signed this 6th day of July • Nye, Sabey Construction, Inc. • • • • , as principal, and Travelers Casualty and . I. Company of America a corporation organized under the laws of the State of Connecticut , and duly authorized to transact business in the State of Washington, as surety, are held and firmly bound unto C1 ry of''ukwil a State of Washington, in the amount of One Hundred Fifty Thousand Eight Hundred Sixty Or For the payment of which sum we bind ourselves, and each of our executors, administrators, successors and assigns, jointly and severally. Upon the failure to the principal to perform the terms of this bond, the Surety shall either p8 oy n the terms of the bond it l oroiia11, upon written demand by the Manager of the Tukwila , remit to the Tukwila the amount of the bond or such lessor amount as may be specified in the demand. The amount demanded by the manager or his /her designee will be a good faith estimate of the actual cost of repairs. We further agree that if it is necessary for the T1kw 1 a to take any legal action against any signatory to this agreement to assure the proper completion of this project, the cit o Tukw� 1 a will be entitled to its reasonable costs and attorney's fees, To be completed withinTwo (2) year(s) from the date of bond approval or as later amended and evidenced by a letter of acceptance, then obligation shall be void; otherwise td remain in full force and effect. Now, therefore, the conditions of these obligations are such that the principal will Complete Work for Int'l Corporate Campus East - Enhancement and /or restoration of Riverton Creek and Areas A, B & C Sabey Construction, Inc. Principal 12201 Tukwila Int'l Blvd 4th P1. Address Seattle, WA 98168-5121 2001. Travelers Casualty and'Surety Company Surety 2233 112th Avenue NE Address Bellevue, WA 98004 City, State, Zip 425- 709 -3600 Phon i /; Signature Karen P. Dever, Attorney -in -Fact Name and Title 10 005 of Ate7 z Z 6 00 CO 0 w W I H cn w w 0 gQ d � z1.- t- 0 Z • w O CP- o I-- W • O Z w H I - 0 z 10/13/2004 13:47 FAX 206277530u oAtana uhr • TRAVELERS CASUALTY AND SDB.ETY COMPANY FARMUTGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 (11-00 Sundard) POWER OF ATTORNEY * AND CERTIFICATE OF AIJTHORiTY OF ATTORYEY(S) -IN -FACT NOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and' do by these presents make, constitute and appoint: John N. Zefkeles, Victor E. Parker,.Tim Church, Carl Newman, Peter H. Hammett, Pamela Nelson, Deanna M, Meyer, Karen P. Dever, Barbara R. Johnson, Charles A. Szopa, Shauna L. Henry, Jill Wallace; of Bellevue, Washington, their true and lawful Attorney(s) in Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his/her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s) -in -Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, arty Vice Chairman any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a band, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at arty time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, e.. y Senior Vice President or any Vice Presider.: may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is Cited in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional dertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chainnan, any Executive Vice President, an) Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secret:ryy or an;. Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assista. - tt Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and b) authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COIN PAN'Y, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vicc President. any Vic: President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to an.: power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact fo: purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attar:: or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed a_�c certified by such facsimile signature and facsimile seal shall be valid and binding upon the Cotrpa- ^y a the future with respect to a .' . bond o• undertaking to which it is attached. V TA IINIK tJuuo 10/13/2004 13:48 FAA 201527 izJuu • ,TE OF CONNECTICUT ) SS. Hartford COLTNI'Y OF HARTFORD ,2tbG1 tt '..1 LL'1 1 IN WITNESS WHEREOF, TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASthiLTY AND SURETY °COMPANrand FARMINGTON' CASUALTY COMPANY have caused this: instrument to *.be signed by their Senior Vice President and their corporate seals to be hereto affixed this 6th day of December 2000. By TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TRAVELERS CASUALTY AND SURETY COMPANY FARMINGTON CASUALTY COMPANY George W. Thompson Senior Vice President ‘SY�c'n,.xJ By Kori M. Johanson Assistant Secretary, Bond On this 6th day of December, 2000 before me personally came GEORGE W. TBOMPSON to me known, who being by me duly sworn, did depose and say: that he/she is Senior Vice President of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, the corporations described in and which executed the above instrument; that he/she knows the seals of said corporations; that the seals affixed to the said instrument are such corporate seals; and that he/she executed the said instrument on behalf of the corporations by authority of his/her office under the Standing Resolutions thereof. My commission expires June 30, 2001 Notary Public Marie C. Tetreault CERTIFICATE I, the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, stock corporations of the State of Connecticut, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked; and furthermore, that the Standing of the Boards of Directors, as set forth in the Certificate of Authority, are now in force. Signed and Sealed at the Home Office of the Company, in the City of Hartford, State of Connecticut. Dated. this 6th day of July , 2001. , .0ctober 10;2006 , Ralph Hagler Sabey Corporation ._12201, Tukwila,International,B1, 4th.Floor ; .T.ukwila,, WA ..98168-5121 RE: Release of Bond — No. 103658215 •L01-030 and MI01-019 Dear Ralph: The letter is authorizing release of the bond in the amount of $150,861.00 for the enhancement and/or restoration of Riverton creek and Areas A, B and C. This scope of work has been installed and inspected/approved by the City Planning Division. . lf.you should have any questions, please contact our office at (206)431-3672. .-Sincerely, end • Brenda Holt Permit Coordinator City of Tukwila Steven M. Mullet, Mayor ,..:.:43!.eparilnent`PIC0117471111#6ategeOp1112 ..,.:A.Stevelancaster „Director • • xc: Corinne Leonard, Sabey Corporation ...?;Susant,ssortRaricer.; and reek t MI01-019 Q:1flocumea1s1RoadRelease101-030 MI01- 019 - Release Letter.DOC bh • • • • ' ' ,• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 • Fax: 206-431-3665 z = z re u-1 6 = C.) 00 w L1.1 WI . CO U. • 0 < co 3 u± 0 z 1.11 0 O co 0 O 1— I 0 r: LI 0 Z (/) F• P— Z SABEY CONSTRUCTION Mrs. Brenda Holt City of Tukwila 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 -2544 Dear Mrs. Holt: Susan Larson Parker, Smith & Feek 2233 112 Avenue NE Bellevue, WA 98004 RECEIVED OCT 0 9 2006 aled P.M,M NIT( ) MENT RE: Construction Improvement Bond #103658215 — Permits L01 -030 & M101-019 Sabey Construction, Inc. requests the release of the above referenced bond as the work has been completed and Sandra Whiting from the City of Tukwila has given her verbal ok. We have obtained a smaller Monitoring Bond to replace the Construction Improvement Bond for the remainder of the 5 -year monitoring period for Phases I & II. Please send me a copy of your release letter as well as a copy to our surety company as follows: Please contact me at (206) 277 -5229 should you have questions or require further information. ARCHITECTURE Sabey Construction Inc. CONSTRUCTION 12201 Tukwila International Blvd, 4th Floor DEVELOPMENT ; Seattle, Washington 98168 -5121 / . Sincerely, SABEY CONSTRUCTION INC. Corinne Leonard Operations Assistant 12201 Tukwila International Boulevard Seattle, WA 98168 206/ 281 -4200 main line 206/ 281 -0920 fax line www.sabey.com October 5, 2006 z z fX U O cn w w =:. —I 1- N w; w 0 = • a Luz 1_; z �— w 2 • 0 • rn O H` W uj u- O .z w _. z • A 0 January 29, 2003 ALTMANN OLIVER ASSOCIATES, LLC ENVIRONMENTAL wwwrx a LANDSCAPE ucartcnmE Haynes Lund Sabey Architecture 12201 Tukwila International Blvd., Fourth Floor Seattle, WA 98168 -5121 SUBJECT: Immigration & Naturalization Service: Tukwila Design Review #L02 -56 Amendment to Wetland and Stream Delineation and Mitigation Report Dear Haynes: We have reviewed the latest site plan (dated January 27, 2003) for the proposed Immigration & Naturalization Service's Seattle District Office. Based on this review, it appears that no changes would be required to our Wetland and Stream Delineation and Mitigation Report (revised April 16, 2001). The sensitive area impacts and mitigation described and depicted in this report for the International Corporate Campus East project are essentially the same as for the proposed INS facility. If you have any questions, please call me at (425) 333 -4535. . Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist AOA -1673 PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @attbi.com RECEIVED CITY OF TUKWILA JAN 3 1 2003 PERMIT CENTER • • • .••••••••••••-- •• •`• tat" •61 ji••••• •••")."17';',1.•,, • —.. • \ L v t • • 4 • N• • .£ 4Z•• •‘'I •. ' • ., Z •\•`• V;N• N,•• 1?„'•••-r '\ - .. '•■• PI! •Z' P■A's .t• \„•44-, • • -••• - •; . (•,.t.. • ‘II • • '' • N.11 r • 4 . • f.,• - • • •••••••'• • •••••••' • • .•• • • • ••••..-_, •• , • - 4 z y '‘N. In t. • , • .. r • . 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At' - .r.)„■••■ -1 - V.. 4•70 •,(--,•-•‘-c: . - .: • .1-1`..!• Nr;',"; t ‘..,.., dv vfe -44 ..,,,,,._ -,, i .• ; ' i *"..,, t",t -.... ,,..; . ..1 • Id • 4 :::' : . . 7••.,' `;‘,•' S•••• , • ss .>4.74 v..- . . Z 1 1 • z cc w < 2 w —I 0 O 0 (1) • 11.1 LI —I 1— 0 •C • < CD = _L F- W Z 0 Z 1— W W O u) O — O 1— W a. ) 0 7 .- Z O (I) P O 1— Z • , : . k • • e tio I ; ;a' '1: • n ri ri i et itui LI LI ‘I - NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. z • w J U U O CO p • W J = H U) u_ W • 71 < d ▪ W z = F- O Z f- W W O - CI I— W • W U- 0 .. z w U) U - - _ O ~ z SBEY CORPORATION October 1, 2002 Ms. Deborah Ritter Senior Planner City of Tukwila 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 RE: International Corporate Campus East Lo(- D&O L01-0360 (Special Permission — Director) M101-0149 (Land Altering) Travelers Bond #103658215 Dear Deb: Enclosures: As stated Sincerely, EY CORPORATION INC. Connie Taylor Project Engineer az RECEIVED OCT 0 2 2002 COMMUNITY DEVELOPMENT In response to your letter dated July 11, 2002 please find the following documents attached for your review to reduce the above referenced bond: • Copy of the Hydraulic Project Approval permit issued July 5, 2001. • Copy of the Wetland and Stream Delineation and Mitigation Report dated October 17, 2000 (revised March 16, 2001). • Copy of the Maintenance Recommendations dated July 10, 2002 by Altmann Oliver Associates, LLC. • Copy of the first year of maintenance proposal from Northwestern Landscape Co. Their maintenance for the first year started February 1, 2002 and will expire January 31, 2002 at which point Jebco Horticultural Services will take over. The cost of the first year was included in Northwestern's contract for the original landscape work and therefore part of the original bond amount. • Copy of Landscape Maintenance Services Schedule dated September 20, 2002 by Jebco Horticultural Services, Inc. • Copy of E -mail from Jebco with cost of maintenance by year through 2006. • Completed Developer's Project Warranty Request Form. The total cost for the maintenance for 2003 through 2006 is $6,465.54 x 150% = $9,698.31 to be bonded. Please let me know if you require anything further. REAL ESTATE DEVELOPMENT Sabey Corporation 206/281 -8700 main line C O N S T R U C T I O N SERVICES 12201 Tukwila International Blvd.,4th Floor 206/282 -9951 fax line VENTURE FUNDING Seattle, Washington 98168 -5121 www.sabey.com October 3, 2002 Ms. Connie Taylor Project Engineer Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) MI01 -019 (Land Altering) Travelers Bond Number 103658215 Dear Ms. Taylor: ...,, �. v,: v:: �;:: ae:t�`�:ik:�s�k_i`��''�x;i#:� : . � , Y ,., =�;�;:r; <�..�t;:vN:,�;+;, v�:•. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Per our July 11, 2002 letter to Ralph Hagler, certain documentation is required before the current bond (in the amount of $150,861) can be replaced with another, smaller bond. This new bond would only cover the cost of monitoring and maintenance. The cost breakdowns you have provided from Northwest Landscape and JEBCO are not acceptable. Your contractors must provide estimates that are itemized in such a way as to identify and account for the maintenance and contingency requirements that are discussed on Pages 8, 9 and 10 of the Wetland Report prepared by Altmann Oliver Associates (dated October 17, 2000 and revised March 16, 2001). Additionally, the cost of correcting the items listed in Simone Oliver's July 10, 2002 spring monitoring report must also be addressed. The cost breakdowns are to reflect the time period remaining on the current bond (from October, 2002 through July 11, 2006). The breakdowns must show the time period covered under each contractor's contract with Sabey (the number of months or years remaining). They must also show the tasks to be performed (weed control, irrigation, general maintenance, pruning and contingency items), the number of hours per month or year needed for each task and the cost per hour of each task. Given that two contractors 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Ms. Connie Taylor October 3, 2002 Page 2 are doing the work sequentially, please also provide one grand total for all the work to be done. If this figure is acceptable, it will be multiplied by 150% to achieve the required amount of the new bond. You must also provide a completed Developer's Warranty Request form (blank copy, attached). Although this item is referenced in your cover letter, it was never included in your package to us. Once your proposal for the new bond amount has been reviewed and approved by the City of Tukwila, you will be free to submit a substitute bond in a smaller amount. If you have any questions, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Senior Planner .i;:. { }::: {p. { A:•.:vi r:.:v.; vnuv. rn:. v :. } .. . :•n :!t� } !!A.:.: i ,.,:{ :. : :- } .. }tWt.: :.O.C: }:: !v: :.: �}•nY.: �.: •; .: }}.:.. fii i:Y'i::$;L:: } Yvi'r } }:: + .;:: .. .v.t : �:: �:. •:. :.:.. ::. �: ....•. .. .:... n . ......: x.. . ... . .... .....::: •.::::.:: .:. i iJ }:.. • . h { + dry f� : :�, • fd l�►1' r.... t be.�: � : :• : !o a ...f. + a Ii . : - :.; ; ?i ; {;{::i::j::: {:it' }:'�' ?i }�::•,.'C i?i: }: ? C #'Ilet�`:: a'r } a ui .ar ed > , :..� . v. NAME OF DEVELOPMENT: 1 r\t \ & Ora ( 6 m t 5 t DATE: DEVELOPMENT ADDRESS: ( Z(p D tA,kW I� I t 1, t d, PERMIT NO.: L-01 -•O3 1 rno (- O L G L1 _ CASH ASSIGNMENT NAME: h 4 C le e. Cf D Sa TEL NO.. LQ ( - a-11 - 5Q I - 7 • SHALL BE REFUNDED ADDRESS: "~ 11 fh p BY MAILING TO: 1 2 D 1 akLUI n� '1 TA (please print) . — 5 CITY/STATE/ZIP ��e�Q C(� ( � J / 2 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHEREJTEMS ARE DESCRIBED): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: / / ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: TITLE: DEVELOPER'S PRr' WARRANTY SIGNED: AMOUNT: CITY RECEIPT NO. CHECKED BY: c te e; CASH Q CASH EQUIVALENT DEVELOPER'S REPRESENTATIVE: d "be<campleted by Gltysfaff) sECTI0l 3 • (t be completed b, ,cieueto 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS §.VY1✓i:IVit 'S fo °tie complete by ty stnft) 8 CASH EQUIVALENT —LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. AUTHORIZED BY: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD RECEIVED BY: REQUE:_"4 FORM THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: DEPOSITED THIS DATE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: the above work and found it acceptable I have reviewed table and therefore t a p authorize the release of the above cash assignment. AMOUNT: RELEASED THIS DATE: RELEASED BY: DEPARTMENT: Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD , FINANCE DEPT. 0W13190 July 11, 2002 City of Tukwila Department of Community Development Ralph Hagler Vice President, Development Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) MI01 -019 (Land Altering) Travelers Bond Number 103658215 Dear Ralph and Theresa: Theresa F. Huckabay Travelers Casualty & Surety 701 5th Avenue, Suite 3850 Seattle, WA 98104 VIA FAX 206 - 386 -5754 Steven M. Mullet, Mayor Steve Lancaster, Director On July 6, 2001 you deposited a bond with the City of Tukwila in the amount of $150,861, per the conditions of the above - referenced Special Permission approval. The bond covers costs associated with the enhancement, restoration, monitoring and maintenance for that portion of Riverton Creek adjacent to the Sabey property identified above. The term of the bond is five years, expiring on July 11, 2006. The enhancement and restoration phase is complete and was approved by Ryan Partee in March, 2002. You may now wish to reduce the current bond amount (or replace it with another, smaller bond) covering only the cost of monitoring and maintenance. If you wish to proceed with this option, please provide the following: 1. A copy of the HPA permit and any associated documentation necessary to assure compliance with the required monitoring and maintenance conditions for the HPA permit. 2. A cost breakdown of the reduced bond amount demonstrating that the proposed sum is adequate to cover the cost of monitoring and maintenance for a five year period (or longer, if required by the HPA permit). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 431 - 3665 Ralph Hagler Theresa F. Huckabay July 11, 2002 Page 2 Once the new bond amount has been reviewed and approved by the City of Tukwila, you will be free to submit either the reduced bond or a substitute bond in a smaller amount. This must be accompanied by a completed Developer's Warranty Request form (blank copy, attached). If you have any questions, please contact me at 206 - 431 -3663. Sincerely, Ate_ Deborah Ritter Senior Planner cc: Mike Cusick, Senior Engineer Ryan Partee, Fisheries Biologist NAME OF DEVELOPMENT: U k Co o rc (t' rn lx) S :sni ►Stud DEVELOPMENT ADDRESS: I alp D( - r tot kw I NAME:' ADDRESS:I CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) h Z CITY /STATE/ZIP SUL DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHEREITEMS ARE DESCRIBED): SIGNED: AMOUNT: CITY RECEIPT NO. :be ;;completed b Clay • 0 CASH Q CASH EQUIVALENT �l TITLE: Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD DEVELOPER'S PRA JEOT WARRANTY REQUES FORM DEPARTMENT HEAD: DEPOSITED THIS DATE: RECEIVED BY: e e 10 C( 49( C TEL. NO. :6( kl it tair t't e L fn RQ. CV/L(pK Upon completion send copies to: DATE: As the owner, or authorized agent of the owner, 1 hereby submit cash or cash equivalent in the amount of $ ($15}0% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: / ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. 1 further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: THIS FUND IS AUTHORIZED TO BE ACCEPTED. of entire form, Finance personnel shall — Developer — Finance Department — Permit Coordinator, DCD SE TItJi . 3 . (Ca i :e 40.174 eted by ci .1010 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: CiRnspl CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: 09/13/90 complete• by. Clfy AMOUNT: CASH EQUIVALENT— LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. ��l+:t/�^,+.� �� -,, +.. �x�ww. >,xW w •..,,.•. ��i` �1 �L: R..'. :`..:..- :.,..+.....- .T...,.c•+. � i t } ' :W} h 1+;�.tii i °Jj�;�$i;'� Travelers' �''' City of Tukwila 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 Contract Description: If sub - division site improvement work is complete, please state: If sub - division work is not complete, please state: Theresa F Huckabay Bank of America Tower 701 5th Avenue, Ste 3850 SEATTLE, WA 98104 Phone: (206) 386 -5772 Fax: (206) 386 -5754 July 08, 2002 RECErifED JUL 0 9 2002 PUBLIC K KS CONTRACT STATUS REPORT Sub - Division Bond Contractors Name and address: SABEY CONSTRUCTION, INC. 12201 TUKWILA INT'L BLVD. 4TH FLOOR SEATTLE, WASHINGTON 981685121 Bond information : Obligee name: City of Tukwila Bond Number:103658215 Effective date: July 06, 2001 Bond Amount $150,861.00 Surety Company: Travelers Casualty and Surety Company of America Project Number : Project Name : Complete work for In'l Corporate Campus East Project Description : Enhancement and/or restoration of Riverton Creek and Areas A, B C Date Bond Exonerated : Resolution Number: Is Progress satisfactory? ❑ Yes ❑No Percentage Completed Probable date of completion: Underwriter Comments : Please note any remarks /comments: It is understood that the information contained herein is furnished for the confidential use of Travelers Casualty and Surety Company of America and is merely an expression of opinion. Completed by Signature Phone # Fax Title E -mail ❑ If your address has changed, check this box and print your new address on the back of the form. S -5399 (4/01) Please return this form in the enclosed self - addressed envelope or fax to the underwriter listed above � 4:ti5iei;:iiz�s,.... "'i 'tuit �A•C ...sh�is+%liti .: r,+ `:i .'S.4iW:a ti Y:a�;3';: :`uz ta4 i. A ° A July 10, 2002 ALTMANN OLIVER ASSOCIATES LLC ENVIRONMENTAL PLANNING & LANDSCAPE ARM GECIURE Marchelle Moran Sabey Corporation 12201 Tukwila International Blvd, 4th Floor Seattle, WA 98168 REFERENCE: ICCE Stream Enhancement - Phase I - Tukwila, WA SUBJECT: Maintenance Recommendations - Spring 2002 Dear Marchelle: AOA -1673 On June 27th, we conducted the spring monitoring for the stream enhancement work that was completed at ICCE last winter. As you know, monitoring is required for a period of 5 years to ensure that the stream enhancement work is meeting the performance standards tied to the permit conditions. The stream is functioning very well. Most of the willow cuttings that were installed within the lower channel are growing vigorously. As we discussed last week, the irrigation needed to be activated, but most of the plants seemed extremely healthy. Following is a list of a few maintenance items that need to be addressed to ensure the continued success of the project through the remainder of this growing season. For ease of understanding the layout of the enhancement area, I've broken the stream into three segments, the northern, central, and southern segments. NORTHERN SEGMENT 1. Weed -whack the reed canarygrass along the east side of the stream, from the water's edge to the trunks of the existing conifers. 2. Replace one dead Sitka spruce and one Douglas fir. 3. Hand -grub the encroaching blackberry and English ivy along the north side. CENTRAL SEGMENT 1. Re- attach the fallen swallow box to the northernmost snag. 2. Hand -grub the creeping nightshade from a stump at the southern end of the central segment. 3. Replace 3 Sitka spruce along the west side of this segment, 1 vine maple, and 2 mountain ash (street trees). Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @attbi.com ALL SEGMENTS 1. Start irrigating the plantings above the walls according to the maintenance specifications for the project (1/2" 2 -3 times weekly, at night). 2. Hand -weed (no herbicides) all buffer areas (planted areas above the walls) of all herbaceous vegetation to allow for good establishment of the woody groundcovers. 3. Fertilize all woody plants above the walls with a slow release (8 month) fertilizer for woody plants. Apply fertilizer locally to each plant, per manufacturer's specification. PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • aitoliver @attbi.com Marchelle Moran July 10, 2002 Page 2 Once the above items are complete, the maintenance contractor should continually maintain the area according to the maintenance specifications for the project, including weeding the buffers of all herbaceous vegetation, and the stream corridor of invasive vegetation only. Please let us know when the dead, or dying plants listed above will be replaced, or if you would rather wait to replace dead plants after the fall monitoring visit, since Northwestern warrantees all plants for one year. It may be easier to just replace them all at once, since some more may die through this season. Let me know how you would like to proceed. If you do have the plants replaced now, they should match specified sizes on the approved plan and we should review them before they are planted to ensure they are to size and pest -free. Our next site visit is scheduled for late October, at which time we will prepare a summary report with the as -built drawings to the Agencies. If you have any questions or would like any additional information, please give me a call at 425.333.4535. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Simone Oliver Project Manager 8014 • office 425.333.4535 • fax 425.333.4509 • altoliver @attbi.com litultington d FISH WILDLIFE DATE OF ISSUE: July 5, 2001 r - � IRAULIC PROJECT APPRO �L RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State of Washington Department of Fish and Wildlife Habitat Program 600 Capitol Way North, MS 3155 Olympia, Washington 98501 -1091 LOG NUMBER: 00- F1013 -01 PERMITTEE International Gateway East, L.L.C. ATTENTION: Sabey Corporation 12201 Tukwila International Blvd, 4" Floor Seattle, WA 98168 -5121 206 - 281 -8700 Fax: 206-281-0920 AUTHORIZED AGENT OR CONTRACTOR David Evans and Assoc. ATTENTION: Errol Garr 1620 W. Marine View Dr, #200 Everett, WA 98201 425- 259 -4099 Fax: 5- 259 -3230 PROJECT DESCRIPTION: Complete stormwater drainage system and mitigation for a commercial development on Riverton Creek and the Duwamish River. PROJECT LOCATION: 3417 S. 120 Place, Tukwila adjacent to Riverton Creek # WRIA WATER BODY TRIBUTARY TO Duwamish River SE 09 23 North 04 East King PROVISIONS 1. TIMING LIMITATIONS: The project may begin Immediately and shall be completed by August 1, 2002 provided: a. In water work to enhance habitat in the channel must be completed by September 31, 2001. Work not completed may be completed during the next annual instream work window through a permit renewal. 1 09.0003 Riverton Creek 1/4 SEC. SEC. TOWNSHIP RANGE COUNTY 2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist (AHB) listed below of the project start date. Notification shall be received by the AHB at least three working days prior to the start of construction activities. The notification shall include the permittee's name, project location, starting date for work, and the control number for this Hydraulic Project Approval. 3. Work shall be accomplished per plans and specifications entitled, International Gateway East, dated June 19, 2001, and submitted to the Washington Department of Fish and Wildlife, except as modified by this Hydraulic Project Approval. These plans reflect design criteria per Chapter 220 -110 WAC. These plans reflect mitigation procedures to significantly reduce or eliminate impacts to fish resources. A copy of these plans shall be available on site during. construction. 4. Work shall be conducted to minimize the release of sediment and sediment -laden water from the project site. 5. During construction, the new channel shall be isolated from the flowing stream by plugs at the upstream and downstream ends of the new channel. These plugs shall be substantial enough to prevent flood flows from entering the new channel during construction. Page 1 of 4 De of FISH and WILDLIFE _. DRAULIC PROJECT APPRO AL RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State of Washington Department of Fish and wildlife Habitat Program 600 Capitol Way North, MS 3155 Olympia, Washington 98501 -1091 DATE OF ISSUE: July 5, 2001 LOG NUMBER: 00- F1013 -01 6. Before water is diverted into the permanent new channel, approved fish habitat components, streambed materials and bank protection to prevent erosion shall be in place. Fish habitat components and bank protection material shall be installed to withstand the 100 -year peak flows. 7. The fish habitat structures shall be placed so that they are within the low flow channel. 8. Alteration or disturbance of the bank and bank vegetation shall be limited to that necessary to construct the project. Within seven calender days of project completion, all disturbed areas shall be protected from erosion using vegetation or other means. Within one year of project completion, the hanks, including. riprap areas, shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of three feet (on center) and maintained as necessary for three years to ensure 80 percent survival. 9. Aquatic vegetation shall not be removed or disturbed except for removal of reed canary grass and other invasive plants. 10. Existing shoreline vegetation shall not be removed or disturbed except for removal of black berry and other invasive plants. 11. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality problems develop (including equipment Leaks or spills), operations shall cease and the Washington Department of Fish and Wildlife at (360) 534 -8233 and Washington Department of Ecology at(425) 649 -7000 shall be contacted immediately. Work shall not resume until further approval is given by the Washington Department of Fish and Wildlife. 12. Erosion control methods shall be used to prevent silt -laden water from entering the stream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel - filled burlap bags or other material, and /or immediate mulching ofexposed areas. 13. Wastewater from project activities and water removed from within the work area shall be routed to an area landward of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being discharged to the stream. 14. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be deposited above the limits of flood water in an approved upland disposal site. 15. If high flow conditions that may cause siltation are encountered during this project, work shall stop until the flow subsides. 16. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment - laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. 17. The stormwater drainage treatment system shall be inspected during and upon completion of the project by a certified stormwater treatment inspector from the county or municipality. SEPA: DNS by City of Tukwila final on June 6, 2001. APPLICATION ACCEPTED: June 21, 2001 ENFORCEMENT OFFICER: Boone 030 [P2] lullington Department of FISE and WILDLIFE DATE OF ISSUE: July 5, 2001 Mark N. Wenger (425) 379 -2321 Area Habitat Biologist ZOotr for Director WDFW This Hydraulic Project Approval (HPA) pertains only to the provisions of the Fisheries Code (RCW 77.55 - formerly RCW 75.20). Additional authorization from other public agencies may be necessary for this project. This HPA shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This HPA does not authorize trespass. H . JRAULIC PROJECT APPRO �L RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW GENERAL PROVISIONS State of Washington Department of Fish and Wildlife Habitat Program 600 Capitol way North, MS 3155 Olympia, Washington 98501 -1091 LOG NUMBER: 00- F1013 -01 The person(s) to whom this HPA is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this HPA. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and /or imprisonment. All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All HPAs issued pursuant to RCW 77.55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 77.55.170. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220 - 110 -340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100, 77.55.110, 77.55.140, 77.55.190, 77.55.200, and 77.55.290: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091 and shall be RECEIVED by the Department within 30 -days of the denial or issuance of a HPA or receipt of an order imposing civil penalties. The 30 -day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and /or his /her Page 3 of 4 '"?y „,�, .? ��i1,.{ .,-�. '� t' t !'!^?t*N.'.aarc: n�n�gq�r+4. � :.Xw."avr!rw? {Y:v�s eS.v�'r+.°.ii!t3f P.`T.- ..r.,r�n +r; '!.:, ti;;^ .h*+usv:@+f.•'t "Boa?Fa ?,,••a�:n roil `.y.w.pv.nK4��r;"xlh'c`4';^•tc '. "' 's�:SaN,!$r�- �'1Y.�. z w cc J 00 • 0 CO L11 J = H W O 2 L a co = I w z = zF- w U • � O - w W u ..z w U O • ~ z ilkshingtort Departmeni d FISH and WILDLIFE L DRAULIC PROJECT APPRO RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW State of Washington Department of Fish and Wildlife Habitat Program 600 Capitol Way North, MS 3155 Olympia, Washington 98501 -1091 DATE OF ISSUE: July 5, 2001 LOG NUMBER: 00-F1013-01 supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220 -110 -350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.100 OR 77.55.140: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; (B) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30 -days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30- days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110, 77.55.200, 77.55.230, or 77.55.290: A person who is aggrieved or adversely affected by the denial or issuance of alIPA, or the'conditions or provisions made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259 -04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459 -6327. D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. Page 4 of 4 '� llir. Skii�ircs. �1AtC.ia`t3L ?irze43ixiltSsi�i:� iiiw' .,'v'�ed. . • . City of Tukwila Department of Community Development Steve Lancaster, Director To: Sabey Corporation, Applicant King County Assessor, Accounting Division Washington State Department of Ecology U.S. Army Corps of Engineers Washington State Department of Fisheries & Wildlife Office of the State Attorney General King County Department of Natural Resources Mr. Greg Sherlock Mr. and Mrs. Clint Nielson Mr. and Mrs. Robert Bernhardt From: Department of Community Development, Tukwila Date: July 3, 2001 Re: L01 -030 (Special Permission — Director, Wetland Fill & Mitigation) E2000 -033 (SEPA) International Corporate Campus East 12606 Tukwila international Boulevard The attached Amended Notice of Decision, dated July 3, 2001, is being issued to more fully explain appeal rights and procedures. Steve Lancaster, Director of Community Development City of Tukwila Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PROJECT BACKGROUND Project File Number: Applicant: Project Description: Location: Associated Files: Comprehensive Plan Designation /Zoninq District: City of Tukwila Department of Community Development Steve Lancaster, Director Sabey Corporation AMENDED NOTICE OF DECISION July 3, 2001 TO: Sabey Corporation, Applicant King County Assessor, Accounting Division Washington State Department of Ecology U.S. Army Corps of Engineers Washington State Department of Fisheries & Wildlife Office of the State Attorney General King County Department of Natural Resources Mr. Greg Sherlock Mr. and Mrs. Clint Nielson Mr. and Mrs. Robert Bernhardt Steven M. Mullet, Mayor This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. This Amended Notice of Decision supercedes that Notice of Decision issued on June 29, 2001. L01 -030 (Special Permission — Director, Wetland Fill & Mitigation) Enhancement of Riverton Creek as mitigation for the proposed filling of four Type 3 remnant wetland swales. The filling of the four swales will be in connection with the construction of three research and development facilities and a separate freestanding parking structure to be known as Intergate Corporate Campus East. The four remnant wetland swales are located in the northern portion of the property at the proposed location of the freestanding parking structure. E2000 -033 (SEPA Determination) Due to its size and location, the project contains portions of three land use zones: 1) Manufacturing /Industrial Center -Heavy (Buildings 7, 8 and Garage); 2) Manufacturing /Industrial Center -Light (portion of Building 9); and 3) Commercial/ Light Industrial (portion of Building 9). SEPA Determination: A Determination of Non - Significance was issued on June 6, 2001. The Director of Community Development has approved the proposed wetland fill and mitigation. Property owners affected by this decision may request a change in valuation for their property tax purposes notwithstanding any program of revaluation. NOTICE REGARDING APPEAL RIGHTS AND PROCEDURE The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. A Declaration of Non - Significance (DNS) has been issued for this permit, as well as other 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Notice of Decision July 3, 2001 Page 2 z w o: J U U U) w J H U) u_ w � All appeal materials shall be submitted to the Department of Community Development. Appeal materials = C� w z 1— 0 z F- LU ui 2. The address and phone number of the appealing party; and if the appealing party is a corporation, 2 association or other group, the address and phone number of a contact person authorized to receive 0 N notices on the appealing party's behalf. in F— w 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision L I 0 being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope . z of an appeal shall be limited to matters or issues raised in the Notice of Appeal. U O ~ Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the z Tukwila Planning Commission. The Planning Commission's decision on the appeal is the City's final decision. associated land use applications for the development of the property described above, pursuant to the State Environmental Policy Act (SEPA) and Tukwila Municipal Code ch. 21.04. The other land use applications are still pending. No administrative appeal of the DNS is permitted. One administrative appeal of the Decision on the Permit itself, excluding challenges to the DNS, is permitted. In order to appeal the decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. shall include: 1. The name of the appealing party. Any party wishing to challenge the Planning Commission's decision on this application must file an appeal in King County Superior Court within 21 days of the issuance of a Notice of Decision by the Planning Commission pursuant to the procedures set forth in RCW ch. 36.70C. Any challenge to DNS issued for the development of this property must be included in such an appeal to Superior Court. If no appeal of the decision on this permit is properly filed in Superior Court within such time limit, the Decision on this permit will be final and the City's approval of the DNS will be final for both this permit and the other pending permit applications for the development of the subject property. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Deborah Ritter, who may be contacted at 206 -431 -3663 for further information. WY Steve Lancaster, Director of Community Development City of Tukwila poikok Dept. Of Community Development - City of Tukwila AFFIDAVIT OF DISTRIBUTION I , 1,ESLJE. HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: RN I N•QA6Y\ e.2- Notice of Public Meeting Project Number: LSD - C r -.).0 Mitigated Determination of Non - Significance Mailer's Signature: .42dila Board of Adjustment Agenda Pkt Person requesting mailing: (le.,47 Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other '( ri or DeCr5r0t Was mailed to each of the addresses listed on this 29rI day of JUNE in the year 20 01 P :GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: RN I N•QA6Y\ e.2- (co-6:1) Project Number: LSD - C r -.).0 Mailer's Signature: .42dila c . Person requesting mailing: (le.,47 Was mailed to each of the addresses listed on this 29rI day of JUNE in the year 20 01 P :GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM PROJECT BACKGROUND Project File Number: Applicant: Project Description: Location: Associated Files: Comprehensive Plan Designation /Zoning District: city of Tukwila Department of Community Development Sabey Corporation NOTICE OF DECISION JUNE 29, 2001 TO: Sabey Corporation, Applicant King County Assessor, Accounting Division Washington State Department of Ecology U.S. Army Corps of Engineers Washington State Department of Fisheries & Wildlife Office of the State Attorney General King County Department of Natural Resources Mr. Greg Sherlock Mr. and Mrs. Clint Nielson Mr. and Mrs. Robert Bernhardt L01 -030 (Special Permission — Director, Wetland Fill & Mitigation) E2000 -033 (SEPA Determination) Steven M. Mullet, Mayor Steve Lancaster, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. Enhancement of Riverton Creek as mitigation for the proposed filling of four Type 3 remnant wetland swales. The filling of the four swales will be in connection with the construction of three research and development facilities and a separate freestanding parking structure to be known as Intergate Corporate Campus East. The four remnant wetland swales are located in the northern portion of the property at the proposed location of the freestanding parking structure. Due to its size and location, the project contains portions of three land use zones: 1) Manufacturing /Industrial Center -Heavy (Buildings 7, 8 and Garage); 2) Manufacturing /Industrial Center -Light (portion of Building 9); and 3) Commercial/ Light Industrial (portion of Building 9). SEPA Determination: A Determination of Non - Significance was issued on June 6, 2001. The Director of Community Development has approved the proposed wetland fill and mitigation. Property owners affected by this decision may request a change in valuation for their property tax purposes notwithstanding any program of revaluation. The time period for administrative appeals is 14 days starting from the date of this Notice of Decision, June 29, 2001. The administrative body hearing the appeal is the Tukwila Planning Commission. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Notice of Decision June 29, 2001 Page 2 All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall include: 1. The name of the appealing party. Steve Lancaster, Director of Community Development City of Tukwila 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Deborah Ritter, who may be contacted at 206 -431 -3663 for further information. Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , i_ES L i G HEREBY DECLARE THAT: Notice of Public Hearing RIM Coo Determination of Non - Significance Notice of Public Meeting LA00.1. f c ( Mitigated Determination of Non - Significance Person requesting Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice, of Action Planning Commission Agenda Pkt Official Notice Short Subdiv Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit • FAX To Seattle Times C1 a'ssifi eds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other . , Was mailed to each of the addresses listed on this . year 20(x) P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of ,s.l{N in the Project Name: RIM Coo — 1CC6 SGT, Project Number: LA00.1. f c ( Mailer's Signature: til-P-A--Q- A/V l . s Person requesting mailing: ,s() Was mailed to each of the addresses listed on this . year 20(x) P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM day of ,s.l{N in the TO: Sabey Corporation, Applicant King County Assessor, Accounting Division Washington State Department of Ecology U.S. Army Corps of Engineers Washington State Department of Fisheries & Wildlife Office of the State Attorney General King County Department of Natural Resources Mr. Greg Sherlock Mr. and Mrs. Clint Nielson Mr. and Mrs. Robert Bernhardt PROJECT BACKGROUND Project File Number: Applicant: Project Description: Location: Associated Files: Comprehensive Plan Designation /Zoning District: City of Tukwila Sabey Corporation AMENDED NOTICE OF DECISION July 3, 2001 E2000 -033 (SEPA Determination) Departinent of Community Development Sreve Lancaster, Director This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. This Amended Notice of Decision supercedes that Notice of Decision issued on June 29, 2001. L01 -030 (Special Permission — Director, Wetland Fill & Mitigation) Enhancement of Riverton Creek as mitigation for the proposed filling of four Type 3 remnant wetland swales. The filling of the four swales will be in connection with the construction of three research and development facilities and a separate freestanding parking structure to be known as Intergate Corporate Campus East. The four remnant wetland swales are located in the northern portion of the property at the proposed location of the freestanding parking structure. Due to its size and location, the project contains portions of three land use zones: 1) Manufacturing /Industrial Center -Heavy (Buildings 7, 8 and Garage); 2) Manufacturing /Industrial Center -Light (portion of Building 9); and 3) Commercial/ Light Industrial (portion of Building 9). SEPA Determination: A Determination of Non - Significance was issued on June 6, 2001. Steven M. Mullet, Mayor The Director of Community Development has approved the proposed wetland fill and mitigation. Property owners affected by this decision may request a change in valuation for their property tax purposes notwithstanding any program of revaluation. NOTICE REGARDING APPEAL RIGHTS AND PROCEDURE The Decision on this Permit Application is a Type 2 decision pursuant to Tukwila Municipal Code §18.104.010. A Declaration of Non - Significance (DNS) has been issued for this permit, as well as other 6300 Southcent er Boulevard, Suite ;;100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 20o --131 -3065 . _ c e.su +3a7ttti&- . Ufa roit ..zc:4+r;+.ra...na�..,..N..,wa Notice of Decision July 3, 2001 Page 2 1. The name of the appealing party. associated land use applications for the development of the property described above, pursuant to the State Environmental Policy Act (SEPA) and Tukwila Municipal Code ch. 21.04. The other land use applications are still pending. No administrative appeal of the DNS is permitted. One administrative appeal of the Decision on the Permit itself, excluding challenges to the DNS, is permitted. In order to appeal the decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall include: 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Tukwila Planning Commission. The Planning Commission's decision on the appeal is the City's final decision. Any party wishing to challenge the Planning Commission's decision on this application must file an appeal in King County Superior Court within 21 days of the issuance of a Notice of Decision by the Planning Commission pursuant to the procedures set forth in RCW ch. 36.70C. Any challenge to DNS issued for the development of this property must be included in such an appeal to Superior Court. If no appeal of the decision on this permit is properly filed in Superior Court within such time limit, the Decision on this permit will be final and the City's approval of the DNS will be final for both this permit and the other pending permit applications for the development of the subject property. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Deborah Ritter, who may be contacted at 206 -431 -3663 for further information. Steve Lancaster, Director of Community Development City of Tukwila State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: tuknlan(L ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I � 0 -1 II1Z(-- (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on - 3 - 3 - O I the Public Notice Board(s) in accordance with Section 18.104.110 and the .]. o ,, ther ap j.icable guidelines were posted on the property located at I TIA,VJA L (l l ` ` elvai so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number I _ () 3( ) . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Ralph 1 Applic. 1 or Project Man .'ger's Signature On this day personally appeared before me Ralph Ha to b the individual who executed the foregoing instrument an acknowledged that she signed the same as er voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this 2110 day of to me known 2vo/ z , a. h' , NOTARY PUBLIC in and for State of Washin residing at K /h COLC/77' , /genT My commission expires on 6 - /6 - o `/ SGBEY CORPORATION July 5, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 -2544 RE: RIVERTON CREEK STREAM ENHANCEMENT Dear Deborah, Please find attached a copy of the following documents: 1. City of Tukwila Developer's Project Warranty Request Form. 2. Bond for $150,861.00. 3. Letter dated June 26, 2001 highlighting construction budget for the Riverton Creek Enhancement. 4. Letter dated June 26, 2001 approving of Riverton Creek Enhancement Construction Bond (Phase I). Per your request, please note that I have highlighted the major items covered in this bond. They include site improvements, landscaping, and an approximate $10,000 for monitoring and maintenance. This cost is covered in the contingency fee. If this amount is insufficient, we will amend the amount to insure proper maintenance is sustained. If you have any further questions, please call me at (206) 277 -5217. Sincerely, SABEY CORPORATION RalpNHagler, Vic resident Development & Government Affairs cc: David Dickinson Attachments REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com 1 STATE OF WASHINGTON) : ss. COUNTY OF KING Signed this 6th day of Sabey Construction, Inc. Principal 12201 Tukwila Intl Blvd 4th Fl. Address Seattle, WA 98168 - 5121 City, State, Zip 206 281 - 8700 Phone , n 11 ti � . G am_ Si,, at re Ja N. Harmon, CFO Name and Title CONSTRUCTION IMPROVEMENT BOND We, Sabey Construction, Inc. , as principal, andTravelers Casualty and Surety Company of America a corporation organized under the laws of the State of Connecticut , and duly authorized to transact business in the State of Washington, as surety, are held and firmly bound unto (tv of Tukwila , State of Washington, in the amount of One Hundred Fifty Thousand Eight Hundred Sixty 0ne For the payment of which sum we bind ourselves, and each of our executors, Dollars administrators, successors and assigns, jointly and severally. Now, therefore, the conditions of these obligations are such that the principal will Complete Work for Int'l Corporate Campus East - Enhancement and /or restoration of Riverton Creek and Areas A, B & C To be completed within Two (2) year(s) from the date of bond approval or as later amended and evidenced by a letter of acceptance, then obligation shall be void; otherwise to remain in full force and effect. Upon the failure to the principal to perform the terms of this bond, the Surety shall either perf ti the terms of the bond itse upon written demand by the Manager of the Tuk , remit to the Tukwila the amount of the bond or such lessor amount as may be specified in the demand. The amount demanded by the manager or his /her designee will be a good faith estimate of the actual cost of repairs. We further agree that if it is necessary for the Tlkw i a to take any legal action against any signatory to this agreement to assure the proper completion of this project, the City of Tukwila will be entitled to its reasonable costs and attorney's fees. July , 54 , 313R - . 3 . 2001. Travelers Casualty and Surety Company of America Surety 2233 112th Avenue NE Address Bellevue, WA 98004 City, State, Zip 425 - 709 - 3600 Phone/,:, %, Signature Karen P. Dever, Attorney - in - Fact Name and Title BOND NO. 103658215 z cc w 00 cn w - �u_ w LLQ = co w z I- O z t— w U • � O N O I- w W • U O .. z w • = O ~ z KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, corporations duly organized under the laws of the State of Connecticut, and having their principal offices in the City of Hartford, County of Hartford, State of Connecticut, (hereinafter the "Companies ") hath made, constituted and appointed, and do by these presents make, constitute and appoint: John N. Zefkeles, Victor E. Parker, Tim Church, Carl Newman, Peter H. Hammett, Pamela Nelson, Deanna M. Meyer, Karen P. Dever, Barbara R Johnson, Charles A. Szopa, Shauna L. Henry, Jill Wallace, of Bellevue, Washington, their true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred to sign, execute and acknowledge, at any place within the United States, the following instrument(s): by his /her sole signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attorney(s)-in-Fact, pursuant to the authority herein given, are hereby ratified and confirmed. This appointment is made under and by authority of the following Standing Resolutions of said Companies, which Resolutions are now in full force and effect: VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her. VOTED: That the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary. VOTED: That any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary, or (b) duly executed (under seal, if required) by one or more Attorneys -in -Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority. This Power of Attorney and Certificate of Authority is signed and sealed by facsimile (mechanical or printed) under and by authority of the following Standing Resolution voted by the Boards of Directors of TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY, which Resolution is now in full force and effect: VOTED: That the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attomey or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. (1 1-00 Standard) TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA TP ' LERS CASUALTY AND SURETY COMPAr.,,, FARMINGTON CASUALTY COMPANY Hartford, Connecticut 06183 -9062 POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S) -IN -FACT PROJECT OWNER 4RCHITECT LOCATION DESCRIPT ARCH'L S.F 'ARAGE S.F TPRNT S.F .TORIES UP TORIES DN PLAZA S.F. SMT PERIM R3 CODE REV DESCRIPTION PROJECT : BUILDINGS 7, 8 & 9 - REVISED 3 - 07 - 01 ARCH'L SF : 27.500 QUANTITY UNIT 1 LABOR MATERIAL UNIT COST EQUIP.& SUB CONT 1 RUN DATE: LABOR 26 -Jun -01 . 08:33 AM EXTENSIONS MATERIAL EQUIPMENT 1 & SUB CONT 1 1 .000 2 .000 .020 .030 .040 .050 .060 .070 .080 .090 .120 .130 .140 .150 3 .010 .020 .030 .040 .170 .180 .200 .020 5 .010 6 .010 7 .010 .020 .140 15 .010 16 .010 17 .000 SABEY CORPORATIOt OFFICE BLDG. BUDGET TEMPLATE INTERGATE EAST ESTIMATE NO. : R3 BUILDINGS 7, 8 & 9- REVISED 3 -07 -01 QUAN. BY : DJG SABEY PRICED BY : DJG LANCE MULLER DATE :5/17/01 TUKWILA. WA. STREAM ENHANCEMENT AREAS 1 & 2 : NA : NA NONE NA 27,500 "SUMMARY OF ALL WORK" GEN'L CONDITIONS DEMOLITION SITE CLEARING ELECTRO -QUAG. SYSTEM SITE EARTHWORK BLDG EARTHWORK ULTRA BLOCK SITE IMPVMTS LANDSCAPG /IRRIG. ASPHALT PAVING,C &S OFF -SITE IMPRVMTS UTILITIES -PIPED UTILITIES -WIRED SITE CONCRETE FOOTINGS SLAB ON GRADE CONCRETE INSERTS WALLS REBAR MESH HOISTING MASONRY -UNIT CONC. STRUCTURAL STEEL ROUGH CARPENTRY WATERPROOFING BITUM.DAMPPROOF'G CAULKING FINAL CLEAN -UP PLUMBING ELECTRICAL TENANT WORK SUB TOTAL G:CONSTIBUDGETISEA00 - 191^ STEEL FRAME :NA CONCRET FRAME : NA SKIN TYPE : NA SKIN S.F. : NA ROOF S.F. : NA SKYLITES : NONE GARAGE PERIM : NA 275001 SF 12 -15-95 PARKING COUNT AREA/SPACE 0.12 0 0 0 65,039 : TIME UP TO ST.: 0 TIME ST.TO TOF : 3 MONTH 8+67 (15K/WK)+8+12=95 SITE SF COST : $17.30 BLDG.SF COST : $4.65 TOTAL SF COST : $21.94 COST INCL.WS5 : $23.74 COST EA.SPACI : #DIV /0! SPACE WIWSST : #DIVro! SITE S.F. 27,500 ON GRADE PKG : ON STR PKG . WALKS /C.PVG : LNDSCP'D SF : 18,500 OFFSITE S.F : NONE ON STR LANDS : 44,367 2,300 O 0 O 0 0 0 O 0 O 0 13,492 55,412 O 0 O 0 O 0 O 0 2,244 3,644 O 0 4,936 6,036 O 0 O 0 O 0 0 0 0 0 O 0 O 200 0 I 0 O 0 O 0 0 1 0 0 0 O 0 0 0 O 1 01 o 1 67,592 : 22,799 : 10,030 : 8,250 0 78,855 0 29,598 21,395 128,824 13,582 0 123,140 0 1,374 O : O : O : O : O : O : 1,103 0 0 0 0 0 0 3,300 0 5,000 0 TOTALS 69,466 10,030 8,250 0 78,855 0 98,502 21,395 128,824 13,582 0 129,028 0 12,346 0 0 0 0 0 0 1,303 0 0 0 0 0 0 3.300 0 5 000 0 447,250 279,881 PAGE - y kA'12,;. 4 > ..Yvx�l..cs)e '1�Rf+:9'�SiL'9 )k`:4.;c. )��iuHii'a R3 CODE REV PROJECT : BUILDINGS 7, 8 & 9-REVISED 3-07-01 1 RUN DATE: 26-Jun-01 , 08:33 AM ARCH'L SF : 27,500 UNIT COST EXTENSIONS DESCRIPTION QUANTITY UNIT 1 I LABOR MATERIAL EQUIP.& SUB CONT 1 LABOR MATERIAL EQUIPMENT I & SUB CONT I TOTALS • • s: 1 4BOR TAX - INCLUDED 1 SUB BONDS- INCLUDED I LABOR ESCALLATION- INCLUDED GENERAL CONDITIONS SUB -TOTAL 1 .241 1 Contingency 1 .240 INSURANCE SUB -TOTAL 1 .200 1 BLDRS RISK 1 .200 FEE 1 .210 1 B/O TAX 1 .220 1 BLDG PERMIT TOTAL (BID PRICE) BEY BOND CALC. NO. 656,546 revsd 5/19/94 ND 2.50% ON 100,000 2500 1.50% ON 400,000 6000 # ### 1.00% ON 2,000,000 1565 # t#####$ .75% ON 2,500,000 0 0 +#� "...,Y .70% ON 2,500,000 0 0 N."'.....'. .650% ON BALANCE 0 BOND TOTAL 10065 ALTERNATES; G:CONST\BU DGET\SEA00 -19 \^ •`-�� �- hl ' to .4(z.y l ��Yl�x6L- �7 ✓l'I�.t��'l� Ill; (1-si/L '� k 50 SYSTEM SITE FND.& S.O.G. FRAME SHELL CLOSURE FINISHES VERT. TRANS. MECHANICAL ELECTRICAL TOTAL 'Above 2.00% 0.36% 0.18% 1.00% ' 0.48% W /SOFT COST UNIT (f)ST 517.30 $4.23 $0.06 $0.00 50.14 $0.00 50.00 $0 71 $21.94 PAGE 2 0 5579,881 511,598 52.088 5593.566 51,090 55,936 52,852 50 TOTAL BOND PREMIUM DELETE TOTAL INCLUDING BOND PREMIUN S603,443 S21.94 5603.443 TOTAL BID PRICE INCLUDING 8.8% SALES 5656,545.92 523.87 SYSTEM COST BREAKDOWN AMOI INT 5475,635 5116,455 51,541 50 53,901 50 50 55 911 5603,443 ., , c. to 1 ed n de.> }o er< >a :.: ........ 1 uth or�zsd }� . . C� .s NAME OF DEVELOPMENT: I ^�-' 1 C • U +•e (;� � . , c� - a +- DATE: L 7 % - [' 1* — ' P t DEVELOPMENT ADDRESS: \ c( ( ` CASH ASSIGNMENT NAME: -Ra_' -. tt a (.c it 010 --,.t1,-,,,, l— TEL. NO. 20 G.. - Y _ ca 17 SHALL BE REFUNDED ADDRESS: � ` ` BY MAILING TO: k F'rlt l 1P(�C t ti u 1 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE 1 1 w•e' iLCC ere C k, cLn 1 r . ( 1'LX , -' , g 4 4 -• t to - o ► pufa .Lk. b<_.1 1-hmcc on I i � (Z. 1 c. eL ctb L.,--) ,..z..&( C C(9.n5 +Ck C LC ' 1 4- . C -0st OE i,�(,.� _.s� tC b- (jI S(CDS t'4 , �' 3 3 As the owner, or authori tZS d agent of the owner, I hereby submit cash or cash equivalent in the amount of $ ISC -)(-01 . co `'�i) Hof value to complete work described abo) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 2 7 / // / Of: ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If l fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to co plete all work listed above prior to requesting inspection and release of these funds. SIGNED: I ' &t r, 'l✓4 C'ILI \ • ;,,<.:;:•:., -: a - �<.. .:: w.:<:...::... :.: e complefed by< sta DEPARTMENT HEAD: SIGNED: AMOUNT: - 15�% ; ` Da C CASH THIS FUND IS AUTHORIZED TO BE ACCEPTED. CASH EQUIVALENT DEPOSITED THIS DATE: `7 _ ( - 0 TYRECEIPT NO. o 0 S %. 21 S RECEIVED BY: rar.,.user av:.wss...,v.... • x....v...•.. v, n.,.,•,.,w:xv,,.ay.w„:.,Nw.ro., ,..+,n .,, ..,.,+..,w,.m.,w.xw �o,,,,...,....,..., ,....wen:.,,,..•..",ww�.. e< corrrpfeted by >de p er). 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: c a mplef� • CHECKED BY: Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD eL City of Tukwila DEVELOPER'S PF' JECT WARRANTY REQUEST FORM I have reviewed the above work and found it acceptable and therefore horize the release of the above cash assi AUTHORIZED BY: 'TIQM<4`?(to tre :completed;; `ysa1 AMOUNT: CASH EQUIVALENT- LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. DEPARTMENT: Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 09/13/90 3 Z • W 6 rY� O 0 N W J F w = W Z� zt- w U • � 0 I— W w 1- H O .. Z W = 0 I Z i June 29, 2001 City of Tukwila Department of Community Development Steve Lancaster, Director Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 RE: Special Permission (L01 -030) Enhancement of Riverton Creek as Mitigation for Wetland FiII Sabey International Corporate Campus East 12606 Tukwila International Boulevard Dear Ralph: Steven M. Mullet, Mayor Your application for the above - referenced permit, including the Wetland and Stream Delineation and Mitigation Report (dated October 17, 2000 and revised April 16, 2001, prepared by Altmann Oliver Associates) has been reviewed. Your request to pipe four Type 3 wetland swales on the site of the proposed parking garage has been approved subject to implementation of the Riverton Creek enhancement plan as described and illustrated in that wetland report. The land altering permit for the creek enhancement is MI01 -019. Prior to the issuance of that permit, you must provide a security device (in form and content acceptable to the City Attorney) to guarantee performance, monitoring and maintenance requirements as they pertain to the creek enhancement. Your cost estimate for such work in the amount of $603,443.00 has been approved by staff. Per TMC 18.96.050, the amount of the security device shall be $150,861.00, which is 25% of the estimated cost of the improvements to be completed including the cost of monitoring and maintenance. The security device may be reduced (or replaced by a smaller bond) to cover monitoring and maintenance after the creek enhancement has been completed and approved by Ryan Partee. Sincerely, Deborah Ritter Associate Planner P4te, cc: Mike Cusick, Associate Engineer Ryan Partee, Fisheries Biologist 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206- 431 -36b5 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tuknlanOci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I l'l 5.(,4 - - (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on (0- Z.9 - 01 the Public Notice Board(s) in accordance with Section 18.104.110 fnd 1_ the t(ther applicable guidelines were posted on the property located at Z. O( U 1tcb If it 2iu so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number 1-01 "080 . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applic• 1 or Project M er's Signature On this day personally appeared before me R-1\01--1 L S "A 1 AO C - to me known to be the individual who executed the foregoing instrument and acknowledged th hl /she signed the same t /her voluntary act and deed for the uses and purposes mentioned therein. v SUBSCRIBED AND SWORN to before me this 6 day of , ZOOS \ NOTARY PUBLIC in and for the State of Washington residing at \&»& CO t My commission expires on 5 - - O Z z Z 1- ~ W. D. JU 0 O' to W = J 1- � wo g Q . = d W Z � ZI W D p U = U 1- - tL �: O z W o 2 O • z To: Steve Lancaster From: Deborah Ritter \/' Date: June 27, 2001 Re: City of Tukwila MEMORANDUM Department of Community Development Steve Lancaster, Director L01 -030 (Special Permission) Enhancement of Riverton Creek as Mitigation for Wetland Fill Sabey International Corporate Campus East 12606 Tukwila International Boulevard Steven M. Mullet, Mayor The applicant, in connection with the construction of the above - referenced project, is proposing the piping of four wetland swales, which are classified as Type 3 wetlands. These swales are located in the northern portion of the property at the location of the proposed parking garage. Per TMC 18.45.080(C)(1)(b) the Director must approve the piping of these swales as well as the associated mitigation plan. The attached Wetland and Stream Delineation and Mitigation Report was prepared by Altmann Oliver Associates, dated October 17, 2000 and revised April 16, 2001. It describes and illustrates the proposed enhancement of Riverton Creek. It was approved by Ryan Partee on May 1st. His technical review comments are attached. Prior to issuance of the land altering permit (under MI01 -019) the applicant will be required to produce a bond to guarantee performance, monitoring and maintenance as they pertain to the enhancement of Riverton Creek. The estimated cost to perform the enhancement work is $603,443.00 which has been pre- approved by Ryan Partee (see attached). Per TMC 18.96.050, the amount of the bond will be 25% of that sum ($150,861.00). After the creek enhancement has been completed and approved, the bond may be reduced (or replaced by a smaller bond) to cover only monitoring and maintenance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 •r` City of Tukwila Department of Public Works James R Morrow, P.E., Director To: Ralph Hagler Vice President, Development and Government Affairs Sabey Corporation From: Ryan Partee Project Manager /Fisheries Biologist City of Tukwila Date: June 26, 2001 Subject: Approval of Riverton Creek Stream Enhancement Construction Bond (Phase I) Dear Mr. Hagler, Steven M. Mullet, Mayor I have completed my review of the numbers submitted to me for the Phase I portion of the Riverton Creek Stream Enhancement Bond. 1 find that the dollars allocated for this phase of the project to be consistent with a habitat restoration activity of this scope. I have contacted the City of Tukwila's Department of Community Development and notified them that I have approved the project numbers you've submitted. Please contact Deb Ritter at 206 -431 -3663 to finalize the bond amount for Phase 1 of the Riverton Creek Stream Enhancement. Please contact me if you have any questions. Thank you. Sincerely, ,& ,e (Leg' Ryan R. Partee Project Manager /Fisheries Biologist City of Tukwila, 206 -433 -0179 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -433 -0179 • Fax: 206 -431 -3665 PROJECT OWNER RCHITECT LOCATION DESCRIPT 1 .000 2 .000 .020 .030 .040 .050 .060 .070 .080 .090 .120 .130 .140 .150 3 .010 .020 .030 .040 .170 .180 .200 .020 5 .010 6 .010 7 .010 .020 .140 15 .010 16 .010 17 .000 ARCH'L S.F : ;ARAGE S.F : NA •TPRNT S.F : NA •TORIES UP : TORIES DN , PLAZA S.F. : SMT PERIM : SABEY CORPORATIOP OFFICE BLDG. BUDGET TEMPLATE INTERGATE EAST ESTIMATE NO. : R3 BUILDINGS 7, 8 & 9- REVISED 3 -07 -01 QUAN. BY : DJG SABEY PRICED BY : DJG LANCE MULLER DATE : 5/17/01 TUKWILA. WA. STREAM ENHANCEMENT AREAS 1 & 2 NONE NA 27,500 R3 CODE REV DESCRIPTION PROJECT : BUILDINGS 7, 8 & 9- REVISED 3 -07 -01 ARCH'L SF : 27.500 QUANTITY UNIT 1 I LABOR MATERIAL UNIT COST EQUIP.& SUB CONT RUN DATE: LABOR 26 -Jun -01 , 08:33 AM EXTENSIONS MATERIAL EQUIPMENT 1 & SUB CONT 1 "SUMMARY OF ALL WORK** GEN'L CONDITIONS DEMOLITION SITE CLEARING ELECTRO -QUAG. SYSTEM SITE EARTHWORK BLDG EARTHWORK ULTRA BLOCK SITE IMPVMTS LANDSCAPG/IRRIG. ASPHALT PAVING,C &S OFF -SITE IMPRVMTS UTILITIES -PIPED UTILITIES -WIRED SITE CONCRETE FOOTINGS SLAB ON GRADE CONCRETE INSERTS WALLS REBAR MESH HOISTING MASONRY -UNIT CONC. STRUCTURAL STEEL ROUGH CARPENTRY WATERPROOFING BITUM.DAMPPROOF'G CAULKING FINAL CLEAN -UP PLUMBING ELECTRICAL TENANT WORK SUB TOTAL G:CONST \BUDGET\SEA00 - 19 \A STEEL FRAME :NA CONCRET FRAME : NA SKIN TYPE :NA SKIN S.F. : NA ROOF S.F. : NA SKYLITES : NONE GARAGE PERIM : NA 1 275001 SF 12-15-95 PARKING COUNT AREA/SPACE ( TIME UP TO ST. : 0 TIME ST.TO TOF : 3 MONTH 8 +67 (15K/WK) +8 +12 =95 SITE SF COST : 317.30 BLDG.SF COST : S4.65 TOTAL SF COST : 321.94 COST INCL.WS5 : 523.74 COST EA.SPACI : #DIV /01 SPACE W/WSST : #0IV /01 SITE S.F. 27,500 ON GRADE PKG : ON STR PKG . WALKS /C.PVG : LNDSCP'D SF : 18,500 OFFSITE S.F : NONE ON STR LANDS : TOTALS 44,367 2,300 1 22,799 : 69,466 O 0 1 10,030 : 10,030 0 0 8,250 8,250 O 0 ( 0 0 O 0 78,855 78,855 O 0 i 0 0 13,492 55,412 29,598 98,502 O 0 21,395 21,395 O 0 128,824 128,824 O 0 13,582 13.582 O 0 0 0 2.244 3,644 123,140 129,028 O 0 0 0 4,936 6,036 1,374 12,346 O 0 0 : 0 O 0 0 : 0 O 0 0 : 0 0 0 0 : 0 O 0 0 : 0 0 0 0 : 0 O 200 1,103 1,303 O I 0 0 0 O j 0 0 0 O i 0 0 0 O i 0 0 0 O 0 0 0 O 1 0 0 0 0.12 0 0 3,300 3,300 O i 0 i 0 0 O 1 0 i 5,000 5 000 O 1 0 1 0 0 65,039 : 67,592 : 447,250 579,881 PAGE 1 R3 CODE REV PROJECT : BUILDINGS 7, 8 & 9- REVISED 3-07-01 1 RUN DATE: 26-Jun-01 . 08:33 AM ARCH'L SF : 27.500 UNIT COST EXTENSIONS DESCRIPTION QUANTITY UNIT I I LABOR MATERIAL EQUIP.& SUB CONT I LABOR MATERIAL EQUIPMENT I & SUB CONT I TOTALS • • • rr 1 4BOR TAX- INCLUDED 1 SUB BONDS- INCLUDED 1 LABOR ESCALLATION- INCLUDED ' I I GENERAL CONDITIONS 1 SUB -TOTAL 1 .241 1 Contingency 1 .240 INSURANCE 1 .200 1 .200 1 .210 1 .220 taf3= nrv�__s SUB -TOTAL BLDRS RISK FEE B/O TAX BLDG PERMIT TOTAL (BID PRICE) BEY BOND CALC. NO. 856,546 revsd 5/19/94 ND 2.50% ON 100,000 2500 1.50% ON 400,000 6000 # t#####$ . 1.00% ON 2,000,000 1565 # #.Y# .75% ON 2,500,000 0 0 #4####$ .70% ON 2,500,000 0 0 /# .650% ON BALANCE 0 BOND TOTAL 10065 ALTERNATES: G: C O N S T1 B U D G ET\ S EA0 0 -191^ $0 'Above 2.00% 0.36% 0.18% 1.00% 0.48% W /SOFT COST • o PAGE 2 $579,881 $11,598 $2,088 $593,566 $1,090 $5,936 52.852 50 TOTAL $603,443 BOND PREMIUM DELETE TOTAL INCLUDING BOND PREMIUN $603,443 $21.94 TOTAL BID PRICE INCLUDING 8.8% SALES $656,545.92 $23.87 SYSTEM COST BREAKDOWN SYSTEM UNIT COST AMOUNT SITE $17.30 $475,635 FND.& S.O.G. $4.23 $116,455 FRAME $0.06 $1,541 SHELL CLOSURE $0.00 $0 FINISHES $0.14 $3,901. VERT. TRANS. $0.00 $0 MECHANICAL $0.00 $0 ELECTRICAL $0 71 S5 911 TOTAL $21.94 $603,443 LANCE MUELLER & ASSOCIATES C H I T EC TS A I A June 1, 2001 Ms. Deborah Ritter Associate Planner CITY OF TUKWILA 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Re: ICCE 12600 TUKWILA INTERNATIONAL BLVD. - E2000 -033 (SEPA) L01 -030 (SPECIAL PERMISSION — CREEK ENHANCEMENT) (LMA #99 -165) Dear Deborah: In response to your letter of May 22, 2001 to Mr. Ralph Hagler, we offer the following clarifying information. This is presented on an item by item basis. SENSITIVE AREAS ORDINANCE COMMENTS 1. See attached sheets A1.1, G -2, G -4, G -5, G -6, G -8, and G -11. The drawings have been revised to show a 35' buffer radially off end of drainage pipe plus a 15' setback to structure from the buffer. 2. See attached drawings A1.1, G -8, and G -11. The vault dimension has been changed so that it is set back 15' form the wetland and stream buffers. SEPA 3. See letter submitted by Mr. Hagler. 4. See attached drawing A1.1 — entrances form ICCE to garage and from garage to T.I.B. have been indicated as changed. This will eliminate all but emergency access. At a later date if access from either project is needed a supplemental traffic study will be done. I have also attached an updated SEPA worksheet that have been modified to reflect the additional information provided above. If you have any questions regarding these matters or require additional information, please contact me. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS Bob Fadden Associate BF:nk cc: Ralph Hagler — Sabey Corp. NK #80 /ICCE -9.LTR RECEIVED CITY OF TUKWILA 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 9E1122 • C206) 325-2553 • FAX: (206) 328 -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS JUN 0 1 2001 PERMIT CENTER FRI 10:22 FAX 206 2810920 Sabey Corporation SAA BEY CORPORATION May 25, 2001 Deborah Ritter, Associate Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 -2544 RE: INTERNATIONAL CORPORATE CAMPUS EAST 12600 TUKWILA INTERNATIONAL BLVD. E2000 -033 (SEPA) LO1 -030 (SPECIAL PERNIISSION — CREEK ENHANCEMENT) Dear Deborah, Thank you for your letter dated May 22, 2001. The comments you have requested that pertain to "sensitive areas ordinance comments" will be provided by Bob Fadden with appropriate changes to our drawings. Mr. Fadden will also address SEPA related Item No. 4. In regards to your SEPA comment Item No. 3, Sabey Corporation will at the completion of the site preparation phase of the proposed project, agree to repave, in a manner acceptable to the Public Works Department, approximately 1,300 linear feet of Tukwila International Boulevard that was used as a haul route. If you have any further questions, please call me at (206) 277 -5217. Sincerely, SABEY CORPORATION Ralph Hagler, Vice President Development & Government Affairs cc: Bob Fadden (via email) RH:rb REAL ESTATE DEVELOPMENT CONSTRUCTION SERVICES VENTURE FUNDING / 12201 Tukwila International Blvd. Fourth Floor Seattle, Washington 98168 -5121 206/ 281 -8700 main line 206/ 282 -9951 fax line www.sabey.com Ijj 002 May 22, 2001 Dear Ralph: City of Tukwila Department of Community Development Steve Lancaster, Director Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. E2000 -033 (SEPA) L01 -030 (Special Permission — Creek Enhancement) SENSITIVE AREAS ORDINANCE COMMENTS Steven Al. Mullet, Mayor The Directors of Public Works and Community Development have reviewed the documentation you submitted on May 9. We have the following comments. The following revisions must be made to your application materials in compliance with the Sensitive Areas Ordinance: 1. Stream D is a Type 2 watercourse requiring a 35 foot buffer. The buffer of Stream D contains slopes greatly exceeding 20 %. Per TMC 18.45.040(C)(4)(a), buffers containing slopes 20% or greater may not be reduced. The entire 35 foot buffer must be shown. The plan sheets show a truncated buffer at the point in which Stream D leaves the underground pipe and flows downward to the east. The buffer must be measured radially in all directions from this outfall point to a distance of 35 feet. As a result, the buffer must be extended and rounded at its western edge. Please provide six revised copies of all affected plan sheets and associated PMT's. 2. Plan Sheet B1.0 indicates that Vault 2 will be within three feet of the edge of Wetland E's buffer. Per TMC 18.45.040(C)(3)(a), the vault must be set back a minimum of 15 feet from the edge of that buffer. Please revise all plan sheets accordingly and provide six copies of all affected plan sheets and associated PMT's. SEPA In order to obtain a Determination of Non - Significance, your application must be amended as discussed below. Alternatively, conditions will be imposed on your proposal requiring the issuance of a Mitigated Determination of Non - Significance. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Ralph Hagler May 22, 2001 Page 2 z 3. In connection with the proposed site preparation, approximately 200,000 cubic yards of soil will be removed and hauled from the site. As a result, it is expected that there will be significant impacts : = w to City streets caused by the material hauling operation. The following options are offered as a e4 2 me to compensate the City for the cost of repairs in order to return the street to its pre -haul J U conditions. Please choose one of the following: 0 0 U) 0 a. At the completion of the site preparation phase of the proposed project, Sabey w _ Co rporation agrees to repave, in a manner acceptable to the Public Works Department, cn a. approximately 1,300 linear feet of Tukwila International Boulevard that was used as a haul w O route. 2 b. Prior to issuance of the land altering permits, Sabey Corporation will provide a paving 0 D bond in an amount equal to 150% of the cost to repave approximately 1,300 linear feet of = W Tukwila International Boulevard that was used as a haul route. The City will perform the Z H paving work. - O z t- c. The City will perform, at Sabey Corporation's expense, a detailed evaluation of the 2 D pavement along the proposed haul route. This evaluation will result in a method for v o Sabey Corporation to compensate the City for the cost of repairs. The following will be O N included in the evaluation: o H w w (i) Background Assessment (determines the pavement's current condition). i— i::: u. 0 (ii) Analysis (life of the existing pavement; options to preserve or restore the W N pavement to the baseline condition). c. _ O~ z (iii) Maintenance /Repair Strategy. (iv) Compensation Plan (payment of fees /repairs on a per -truck basis; time value of money). Please provide a letter identifying your chosen option and revise all relevant sections of the SEPA checklist accordingly. 4. You have indicated that cars from both ITCE and ICCE will be using the proposed parking garage. In keeping with the assumptions made in your traffic analysis you must clearly describe how traffic in and around the garage will be controlled. Please revise the SEPA checklist to clearly indicate the following and how it will be accomplished: a. Traffic from ITCE will access the garage from the east via South 120th Street but will not be allowed to exit onto Tukwila International Boulevard. b. Traffic from ICCE will access the garage from the west and will be required to exit only on Tukwila International Boulevard. Ralph Hagler May 22, 2001 Page 3 Please provide us with the requested information discussed in Items 1 through 4 above at your earliest possible convenience. Upon receipt and approval of these items we will be able to proceed with the processing of your SEPA Determination and Special Permission applications. If you have any questions regarding these requirements, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner cc: Jim Morrow, Public Works Director Brian Shelton, City Engineer Jack Pace, Planning Manager Michael Cusick, Senior Engineer Ryan Partee, Fisheries Biologist Gary Schulz, Urban Environmentalist : ;:e`...`st:r1::i: =:; z Q _ I-- w 2 0 00 (0 0 J = H wO 2 g ¢ ; = d ' w H =: Z � I- 0 Z I- U • O O I- w W ! • O U C° p H O z ALTMFINN DL I UER ASSOC L( - Tt'ayhingion Depcvlmd)U of x1igH WILt1LT'E 2001 SCIENTIFIC COLLECTION PERMIT Perm(ttee is authorized to collect wildlife or their nest/aggs, food fish, and/or shellfish as provided herein arid under the Permit Cdhditldns for: Display X Research Starting Date: May 10, 2001 Expirat(en bate: dctoker 15,4,po1 Perrriittee: John J. Altmann Altmann Oliver Assocletes,• LLC Post Offica 13oX 578 Carnation, WA 98014 DOB: 02/01/85 Telephone: (425) 941.421 Sub Permlttee(s): Partee, Etyan R. Species: Ccho Cutthroat trout Steelheed Brook Lamprey Threespihe stickleback Sculpin Crayfish (X) 600 CAPITOL WAY NORTH OLYMPIA WA 98501 - 109'1 Number: Unknown 1r n 11 II 11 11 II n II II 11 I1 IV n II Ir 11 II PFIX N0. t 4253334535 M. 14 2001 04:25PM P2 FEE bUPL1CAtE $12,40 , � $10.00 DOE: 11/16/66 PE}?MiT # 01-263 Page 1 of 3 Location and Method of Collection: Riverton Creek ElectroVshing Y II 9 11 II tr I, I, 9 II 1. U O 1, ., p A 11 R II II 0 II II It n II n 9 n 11 9 11 11 n 9 9 n ., n If 11 n n U 9 II II f1 is It it ID PERMIT CONDITIONS: THIS PERMIT MAY 8E REVOKED OR MODI1=18D At Tht T 4 DISCRETION O>✓ THE DIRECTOR OR THR DIRtCTOR'S DESIGNEE. 1. A scientific permit Is noh•trarlsferabie1 2. A copy or this pertnit must be iri the possession of any person exercising the privileges authorized by this permit. 3, Only names shown as 11 (sub)perrrmIttee" are authorized to collect under this permit. Additional names require a written amendment_ 8pecIMens acquired under this permit remain the property of the state and will not be offered for sale or sold or used for conlmerdal purposes or human consurrlptidn. 1= xchshge or transfer of speclnlehs requires prior written approval from the Director of the Department of Fish and Wildlife. s. The perhlittee shall submit the Indicated report(s) to 1Nashington bepartment Fish and Wildlife: A collection report indicating the numbefs of eat:h species retained, encountered, the location of their capture, the date of capture, and the disposition of these specimens. This trlforrnation Is td be recorded at the capture site, This report shelf be submitted by January 1, 2002. Annual Report shell list and enumerate all species encountered. 83113M 30Nd1 Wd02 : 6 T O2 ' St ' AdW t' /2'd ETVON e, 1Mtr.:S;!KSWAIrt•.}!.t?!. ""` N^• t .Yr7l.Yrt4nv>ti£...t;l17=t11#f saw Ma ° EROM : PLTMRNN OLIUER A5soc LI - =-. FRX Nil, : 42533 4535 b/E'd ETT'0N i'13313f1W 33Nd1 May. id 242i 04 :26PM l3 2001 SCIENTIFIC PERMIT: #b1.293 Page 2 of 3 PRMI`I John J. Altrnanh Altmann Oliver Associates, LLC Pbst Office Box 578 Carnation, WA 98014 PERMIT CONDITIONS: (Continued) w 6. The following SPECIAL CONDITIONS apply to this permit: v co o LLI Electrofishing shall be bonducted in Such a manner to Minimize injury to the primary species of interest as Well as all associated nonNtarget species While adhering to the attached Electrofishing Guidelines. u_ w 0 Permit holder shall avoid electroflshing sp8wriing female salmonlds, hi identified bull trout habitat, or g areas with redds. u. FEDERAL PERMIT NUMBER, If any: DUE TO THE POTENTIAL PRESENCE OF THREATENED OR = a ENDANGERED SPECIES, A VALID PERMIT FROM THE NATIONAL MARINE FISHERIES SERVICE Z (CONTACT ROBERT KOCH AT 503.23a -5424) OR THE US FISH AND WILDLiFE SERVICE FOR BULL — TROUT), SUSAN MARTIN (50948934 015), 11103 E, MONTGOMERY, SUITE 2 SPOKANE, WA 99206 MAY z o BE REQUIRED BEFORE SAMPLING THESE WATERS. THIS PERMIT WILL NOT BE VALID W1THOUTANY NECESSARY FEbERAL PERMIT(S) ON SITE WHILE v0 — COLLECTION ACTIVITIES ARE UNDERWAY, o w w 7, The following GENERAL CONDITIONS apply to this permits 2 o a, All specihmehs acquired under this permit shall be released alive, iv z co b. This permit does not authorize collection from the Marine Biological Preserve (portions of Sari Juan 0 CoUhty), nor does It euthorl.e collection df Marine plants, classified game fish, gahle animals, or any unclassified fish and wildlife species except as otherwise authorized herein. c, This permit does not authorize trespassing on private or restricted public lends. d. Washington Department of Fish and Wildlife employees have the right to inspect the collection activities authorized by this permit, e. ' Vessels engaged In collection activities shell display a sign "RESEARCH" readable at 100 yards to unaided vision, 8. A scientific permit will not be used in lieu of a hunting. trapping, or fishing license during the open season for those species. 9, Scientific permit holders using equipmeht such as unattended traps or unattended nets wilt have attached to that equipment, a tag bearing in legible English, the name and current address of the permit holder, and the permit number. Equipment may be tagged Using the name and address of the organization the permit holder represents, 1.e„ University, company, corporation. 10. Collection of either state or federal endangered or threatened species or state sensitive species, or state or federal candidate species is prohibited unless specifically authorized in thls permit. (Lists showing classification of species are enclosed.) Collection of gene birds or game animals is prohibited unless specifically authorized in this permit. WFJ02:6 T002'ST'.WN LANCE MUELLER & ASSOCIATES AR C H I T E C T S May 14th, 2001 A I A Deborah Ritter Associate Planner Department of Community Development City of Tukwila Sabey Corporation 12201 Tukwila International Blvd, 4th Floor Seattle, Washington 98168 -5121 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission — Director) E2000 -033 (SEPA) Dear Deborah In response to your letter of April 20 to Mr. Ralph Hagler we are providing the following the following information on an item by item bases. Item 1 - Item 2 - All construction will occur outside the 50' buffer of wetland A. No security device will be provided for this area since no work will occur. Item 4 - Attached is a letter from A.O.A. dated 5/11/01 explaining the need for the dispersion trench in the buffer of Wetland E and a request for permission to install the trench within the buffer. ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS RECEIVED CITY OF TI;;;..."! MAY 1 4 2001 PERMIT CENTEK The applicant meet with staff on April 25 and discussed the need to reduce the buffer in order to accommodate the signalized driveway. The applicant has provided a turning radius study done by Perteet Engineering indicating the need to construct an access drive in the buffer of Watercourse D. The applicant has provided a biological evaluation done by A.O.A. accessing the impact on the buffer and the recommended mitigation. Based on these studies a reduction in the buffer has been requested (see attached A.O.A. letter 5/11/01). Item 3 - A bond for all work done in Riverton Creek will be provided for work included under land altering permits M101 -019 & M1 2000 -236. 130 LAKESIDE • SUITE 250 • SEATTLE. WA • 56122 • (206) 325 -2553 • FAX: (206) 328 -0554 Item 5 - Attached is a letter from A.O.A. dated 5/11/01 that clarifies the monitoring, program, maintenance and contingency plan shall apply to area A,B & C shown on sheet and B1.0. If you have any questions about these materials or require additional information please contact me. Cordially, ;A Bob Fadden ,t cc: Ralph Hagler Attachments (4 copies each) BF:fh File Name: Mydocs/Emp/Bob/DeborahRitter.doc z ce 11/ 2; 6 D: 0 0 co 111 W I - J w g LU - 2; I Z I— W j •c.) • • io w wi I • 1-- u.. • Lb (D i F_ 0 FROM : ALTMANN OLIUER ASSOC LLC - � FAX NO. : 4253334535 May. 11 2001 11:47AM P2 A May 11, 2001 AOA -1673 Deborah Ritter, Associate Planner City of Tukwila Department of Community Development J4Y 6300 Southcenter Boulevard, Suite #100 1 Tukwila, Washington 98188 pFR � �41 tiJlr FR REFERENCE: International Corporate Campus East- Dispersion Trench in Wetland E Buffer Dear Ms. Ritter: On behalf of the Sabey Corporation, we hereby request permission from the Department of Community Development to locate a stormwater dispersion trench east of Building 9 within the buffer of Wetland E. The purpose of this trench is to ensure continued hydrologic sup'ort to the wetland following construction of the proposed building. The wetland buffer in the vicinity of the proposed dispersion trench has been impacted through historic clearing and grading activities, and most of the area is currently dominated by Himalayan blackberry (Rubus discolor), an invasive non- native shrub species. Following installation of the dispersion trench, all buffer areas disturbed during construction will be fully restored as depicted on Sheet B1.0 and described in the Wetland and Stream Delineation and Mitigation Report (revised April 16, 2001) prepared by AOA. If you have any questions regarding this request, please call me at 425- 333 -4535. Thank you. Sincerely, • r T , ANN OLIVER A SOCIATES, LLC J n Altmann E ologist cc: Bob Fadden Errol Garr Ralph Hagler ALTMANN OLIVER ASSOCIATES LLC ENVIRONMENTAL PLANNING & LANDSCAPE ARCH RE PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @home.com z , • Z w • 2 O 0 U)w -I 1- CD 0 1 C9 I— I Z F- I— O zI- CI 0 1— I u j 1— r __ .z o � z Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, L ESL, c HEREBY DECLARE THAT: Notice of Public Hearing Project Number.: 4 QI,— 0 !p Determination of Non - Significance Person requesting mailing: DE& Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda )( Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this '/TN day of MA Yin the year 20 0U P:GINAWYNEITA /FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM :s: ..` i.:Aa:16:4 2,W'? -' 7tai.2^ F,`N c...?r1;'ra Project Name: 4 5 Y CORPe RATi ock Project Number.: 4 QI,— 0 !p Mailer's Signature: fOlLt„, Person requesting mailing: DE& Was mailed to each of the addresses listed on this '/TN day of MA Yin the year 20 0U P:GINAWYNEITA /FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM :s: ..` i.:Aa:16:4 2,W'? -' 7tai.2^ F,`N c...?r1;'ra May 2, 2001 Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) Dear Ralph: On May 1st, you discussed with Ryan Partee the two special permission requirements outlined in my April 25th letter. Per Ryan's attached memo, Item 1 of that letter (regarding the site sediment detention /control structure) will be addressed in a separate maintenance plan, to be reviewed and approved by him at a later date. Item 2 of that letter (regarding the conceptual planting plan for Area 6) will be provided as part of MI01- 019, the land altering permit for the creek enhancement. No additional items or revisions are required for your Special Permission application at this time. As we discussed on April 18th, final approval of the Special Permission application cannot occur until after a SEPA Determination has been made and the subsequent fourteen day SEPA comment period has expired. The SEPA Determination will not be issued until all of the items requested during our April 25th meeting have been submitted, reviewed and approved. If you have any questions, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director cc: Mike Cusick, Associate Engineer Ryan Partee, Fisheries Biologist 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Memorandum To: Steve Lancaster, Community Development Director CC: Deb Ritter, Assistant Planner From: Ryan Partee, Project Manager P� Date: 05/01/01 Re: Sabey Riverton Creek Mitigation Comments Resolved. In further discussion with representatives of the Sabey Co., on May 1, 2001, items land 2 of the attached memo have been satisfactorily addressed. Item 1 will occur through a separate maintenance plan. Item 2 has been explained to me in detail. I am satisfied that the comments of the memo dated April 25, 2001, have been resolved. The mitigation plan is solid and complete and will result in the significant improvement of salmonid habitat in this section of Riverton Creek. I have no additional comments concerning this mitigation plan and recommend that it be allowed to proceed. Please let me know if there is anything else you need concerning this project. 1 z zz . et 00 CO U) =. J W O . g J u.¢ N 3 = d : l -W _. zt_ F- O z n O' U O - o W W H U z ' co W O ~ z t .4 City of Tukwila Department of Community Development Steve Lancaster, Director Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East - 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) Dear Ralph: We have reviewed your Special Permission — Director application, submitted on April 17, 2001 in connection with the enhancement of Riverton Creek. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the following comments: 1. The Wetland and Stream Delineation and Mitigation Report prepared by Altmann Oliver Associates (dated October 17, 2000 and revised April 16, 2001) does not address the existing site sediment detention /control structure. This structure is located on the southern portion of the site within the stream channel. It was installed above the stairway structure of the Creek to collect and restrict the movement of sand and sediment from redepositing in the lower reach. If this sediment detention pond is not maintained, the channel's capacity to convey storm flows will be reduced, resulting in the reoccurrence of flooding at the 21 -05 building. Please incorporate a maintenance plan for the sediment detention /control structure into the report. 2. Sheet S1.2 does not provide a conceptual planting plan for Area 6. Please revise this sheet accordingly. Please provide us with the requested information referenced above at your earliest possible convenience. If you have any questions regarding these requirements, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner cc: Mike Cusick, Associate Engineer Ryan Partee, Fisheries Biologist Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Memorandum To: Steve Lancaster, Community Development Director CC: Deb Ritter, Assistant Planner From: Ryan Partee, Project Manager P ,/ te' Date: 05/01/01 Re: Sabey Riverton Creek Mitigation Comments Resolved. In further discussion with representatives of the Sabey Co., on May 1, 2001, items land 2 of the attached memo have been satisfactorily addressed. Item 1 will occur through a separate maintenance plan. Item 2 has been explained to me in detail. I am satisfied that the comments of the memo dated April 25, 2001, have been resolved. The mitigation plan is solid and complete and will result in the significant improvement of salmonid habitat in this section of Riverton Creek. I have no additional comments concerning this mitigation plan and recommend that it be allowed to proceed. Please let me know if there is anything else you need concerning this project. Memorandum To: Steve Lancaster, Community Development Director CC: Deb Ritter, Assistant Planner rt w 2 From: Ryan Partee. Project Manager p 6 v . • 00, Date: 04/24/01 Re: Sabey Riverton Creek Mitigation t w o. gQ I have completed my review of the recent submittal by the Sabey Co. of their Wetland and Stream cn d Delineation and Mitigation Report. The overall plan looks great. However, there are several w important project elements that have been overlooked. The following are my primary concerns, z questions, and comments regarding the latest material. They are in no particular order. z 0 111 uj I The Wetland and Stream Delineation and Mitigation Report prepared by Altmann Oliver Associates does not appear to address the existing on site sediment detention /control structure. 0 cn Located on the southern portion of the site within the stream channel is a sediment detention w w pond. Prior to 1997, the 21 -05 building was subject to seasonal flooding. The flooding was H being caused due to accumulated sand and sediment that had reduced the capacity of the u' 0 stream channel to convey storm flows. Consequently. each significant rain event in 1996 resulted in the minor flooding of the 21 -05 building. � v - „ O In 1997, a stream habitat restoration project was conducted on this portion of Riverton Creek. Z To alleviate the localized flooding, the stream channel was dredged and a sediment detention pond was installed above the stairway structure to collect and restrict the movement of sand and sediment from re- depositing in the lower reach. I f this sediment detention pond is not maintained, this will eventually result in the reoccurrence of the flooding of the 21 -05 building. A maintenance plan for this pond needs to be addressed. 2. The latest set of construction illustrations still does not address the issue of the failing fire lane adjacent to the 21 -03 building. This section of the roadway is failing in a similar way to that of the northern portion of the fire lane. This section needs to be rebuilt to the same specifications as the other sections to stabilize the fire lane and to provide for a stable streambank environment. Since this section of the fire lane will eventually need to rebuilt. it only makes sense to conduct the repairs during this time. I have attached photos of this section of roadway that clearly illustrate the failure of the retaining wall and the slough of the fire lane. These photos were taken on April 24, 2001. 1 April 24, 2001 3. Sheet S1.2: I would like to see more detail for the Area 6 Stream Enhancement Planting Plan. In addition, I was unable to locate the irrigation system. I would like to see the schematics of the design produced by the Weisman Design Group. An irrigation system throughout is extremely important to the survival,of the vegetation, especially in Area 6 since it lies on a steeper slope that does not hold water well. The overall enhancement plan looks great. Please let me know if there is anything else you need concerning this project. r ROt : A" OL I UER ASSOC LLC May 1, 2001 Dear Ralph: FAX NO. : 4253334535 May. 01 2001 08:13PM P2 A ENVIRONMENTAL W/EMAL PLW s � uu SO � CIA �a fR L L C E rst REC7NED CITV0F 1 _1;;N!I A MAY 0 9 2001 AOA -1673 FEF;`t;r CENTER Ralph Hagler Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, WA 98168 -5121 SUBJECT: International Corporate Campus East; Reduction of Watercourse D Buffer; Addendum to Wetland and Stream Delineation and Mitigation Report As you know, the proposed International Corporate Campus East (ICCE) project requires an access road from SR 99 that is located to the west of Stream D, a Type 2 Watercourse. Stream D is a tributary to Riverton Creek that conveys runoff from discharges located to the west of SR 99 that are piped under the highway. The upper portion of the drainage is located within a forested ravine that contains slopes in excess of 20 %. The portion of the ravine located immediately to the west of the outlet culvert contains a steep slope that is comprised of fill material including large concrete chunks and other debris. During a site visit this morning, no seepage was observed along the base of this fill slope and all runoff within the stream appeared to be coming from west of SR 99. Although the proposed project does not require the piping of any portion of Stream D, it is my understanding that the retaining wall for the access road from SR 99 must be constructed immediately to the west of the outlet culvert. The construction of the retaining wall in this location requires that the buffer of Stream D be reduced to the edge of the outlet culvert (i.e., zero buffer). In addition, construction of the retaining wall in this location would also require a waiver from the building setback requirement. Vegetation on the fill slope buffer located to the west of Stream D consists of scattered big -leaf maple (Acer macrophyllum) trees with a low understory including Himalayan blackberry (Rubus discolor), English ivy (Hedera helix), big -leaf maple saplings, and stinging nettle (Lidice dioica). The primary impact to this buffer area from the construction of the access road will likely be the loss of about six of the big - leaf maple trees. The habitat functions provided by these trees will be replaced (and exceeded) with implementation of the Riverton Creek enhancement described and depicted in the Wetland and Stream Delineation and Mitigation Report (revised April PO Box 578 • Carnation, WA 98014 • office 425.333.4.535 • fax 425.333.4509 • altolivcr @home.com • c.,,,,, ...:4,,,A. i p :t 41 ,,, i.a . �j3 y `ri' rtik:44, ROM: ALTMANN OL IUER ASSOC LLC FAX NO. : 4253334535 May. 01 2001 OE:14pm p3 414 Ralph Hagler May 1, 2001 Page 2 16, 2001). Due to the significant enhancement measures proposed for the Riverton Creek corridor, no further mitigation measures should be required for the proposed buffer reduction. If you have any questions or require any additional information, please call me at (425) 333-4535. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC hn Altmann Ecologist cc: Bob Fadden - r• rt. FROM: ALTMANN OLIUER ASSOC LLC April 26, 2001 FAX NO. : 4253334535 ALTMANN OLIVER ASSOCIATES LLC ErMRONNfMA PIANNING & UNDSGPE ARCH RE Jonathon Smith U.S. Army Corps of Engineers, Seattle District Regulatory Branch PO Box 3755 Seattle, WA 98104 -2255 REFERENCE: Corps Project # 2000 — 01601; Sabey Corporation; International Corporate Campus East, Tukwila, WA. SUBJECT: Chinook ESA Determination: May Effect, But Not Likely to Adversely Effect Dear Jonathon: As we discussed on the phone, I am hereby submitting additional information pertaining to the International Corporate Campus East (ICCE) project located in the City of Tukwila. As you may recall, the ICCE project requires the piping of four remnant swales within an existing parking lot for a total wetland impact of 1,105 s.f. This impact is necessary to provide adequate parking for the project. Mitigation for this impact will occur through the enhancement and restoration of Riverton Creek. Riverton Creek is a tributary to the Green River that flows from south to north along the eastern edge of the project site. To aid in your continued review of this project we have enclosed: • 8 1 /a" x 11" reductions of all AOA drawings • a Drainage Report prepared by DEA (revised April 16, 2001) Apr. 27 2001 10:04AM P2 AOA -1673 • a final Wetland and Stream Delineation and Mitigation Report prepared by AOA (revised April 16, 2000). This report contains eight full size drawings prepared by AOA (Overview and Planting Plans), as well as the Grading Plans (five full size sheets) and Temporary Erosion Control Plans (two full size sheets) prepared by David Evans and Associates, Inc. (DEA) • a Stormwater Pollution Prevention Plan for Construction Activities prepared by Water Tectonics Inc. O Box 578 • Carnation WA 98014 • office 425 . 3 33.4,535 •fax 425.333 • aitoliverp, o e.co iw. �a�u�ri?- �i. 5�:° .:.r4h;;�:ti�e'.�tikyr.'it�r,7�r t.a,: ��k�; ='�r obi , �adwsr , ,ia�wl�canr;,�,c��,t,� •�r�. ,.. .cvsr,;vs� m:ae! FROM.: ALTMANN OLIUER ASSOC LLC FAX NO. : 4253334535 Jonathon Smith April 26, 2001 z Page 2 _ ' w ESA EFFECT DETERMINATION 6 J U 0 Existing Fish Use and Green River Influence co p It is our understanding that fish species, found within Riverton Creek include coho J salmon, cutthroat trout, steelhead (juveniles), brook lamprey, threespine stickleback, and sculpinl Although Chinook salmon are not known to occur within the creek, it is w o possible than Chinook are located within the system since there appears to be no m impassable fish barriers between the site and the Green River.' If Chinook are located within the system, they would most likely be juveniles taking refuge within u the lower portions of the creek during high flow events within the spring out - • z w migration. Based on conversations with the City of Tukwila's Public Works Z = Department, it is our understanding that during times of high flow within the Green 1-- o River, water backs up into the northern most portion of Riverton Creek on the .project W ~ site. 2 D Do U No bull trout are known to occur within the Riverton Creek drainage. o w Stormwater Impacts I _ - H As described in the enclos drainage report, detention facilities for the proposed u' o office buildings and parking garage. will be provided by wet vaults designed in ui to accordance with the 1992 DOE manual.. These facilities will release the developed H z 2 -year storm at 50% of the existing 2 -year flow rate, the developed 10 -year storm at z i_ the existing 10 -year flow rate, and the developed 100 -year storm at the existing 100 - year flow rate. According to the drainage report, water quality standards following development will be met by providing dead storage in all wet vaults treating pollution- generating impervious surfacing. During construction, sediment removal from stomiwater runoff from the construction site will.be provided by two sediment ponds and two separate electrocoagulation systems for particle removal (see enclosed SWPPP prepared by Water, Tectonics, Inc.). Although some unavoidable short term impacts to water quality will likely occur during restoration of the stream corridor.(e.g., daylighting of the existing. culvert), all in- stream work will occur during low flows in late summer to minimize impacts to aquatic life. Furthermore, all in- stream work will be subject to Hydraulic Project Approval (HPA) by the Washington Department of Fish and Wildlife. Summary Conclusion Based on a review of the information presented in the enclosed documents, a "may effect, but not likely to adversely effect' determination was made for Chinook salmon from the proposed project. Since no bull trout are known to occur within the Riverton Creek system, a."no effect' determination was made for bull trout. Apr. 27 2001 10:04AM P3 .±,:. _ ...mi±;wnec... . �^ �mrh+ a:, �s' ri? � sAr�* x, �+ ws �.. sv ?rgacr?y � FROM.: ALTMANN OLIVER ASSOC LLC FAX NO. : 4253334535 Jonathon Smith April 26, 2001 Page 3 The Chinook determination was based on the conclusion that base -line hydrologic and water quality conditions within Riverton Creek will not significantly change following development. Although some short term impacts to water quality will likely occur during restoration of the stream, this work will be conducted in late summer when Chinook would not likely be within the Riverton Creek system. Furthermore, following restoration of the stream corridor, it is anticipated that the habitat value for salmonids within Riverton Creek will significantly increase. If you have any questions or require any additional information regarding the ESA determination, please call me at (425) 333.4535. Thanks for your ongoing assistance. Sincerely, T • NN OLIVER ASSOCIATES, LLC - n Altmann cologist cc; Attachments Ralph Hagler, Sabey Corporation Bob Fadden, Lance Mueller and Associates ' Errol Garr, David Evans and Associates, Inc. Apr. 27 2001 10:05AM P4 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I. HEREBY DECLARE THAT: Notice of Public Hearing Project Number: Lot - (D C) Determination of Non - Significance Person requesting mailing: [Dire) R1 \ ( Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda k. Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM Was mailed to each of the addresses listed on this V5 1 h day of OM) in the year 20 01 z _ I - � W 6 00 J = .. w 2 L ? = w z'- 1-0 Z ~ w 2 o o - oI- ww L I 0 .. z w U= o� . z Project Name: - tiocki Cor10. Project Number: Lot - (D C) Mailer's Signature: 9�Lf j ]k Person requesting mailing: [Dire) R1 \ ( P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM Was mailed to each of the addresses listed on this V5 1 h day of OM) in the year 20 01 z _ I - � W 6 00 J = .. w 2 L ? = w z'- 1-0 Z ~ w 2 o o - oI- ww L I 0 .. z w U= o� . z State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3663 E -mail: tukolan(ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on I + z the Public Notice Board(s) in accordance with Section 18.104.110 and the (OF Npli ble guidelines were posted on the property located at �� 1 r t L i� 71V0X so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number LC) I - 030. I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Appli •nt or Projecu Manager's Signature On this day personally appeared before me is l ph t-la5ler to me known to be the individual who executed the foregoing instrument and acknowledged that he4shs signed the same as hisAier- voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me thi Th ` day of MARY A. HALL STATE OF WASHINGTON NOTARY - - ° -- PUBLIC MY COMMISSION EXPIRES 12 -19 -01 NOT RY PUBLIC residing at 1 'L -* A r the State of Washington My commission expires on 12 J v / Z W J U 00 CO CI CO al J = CO u. w u- Q I Z F =- I- 0 Z F-. LU 2 U � O D O H W I 1- H O •• Z U = O ~ Z City of Tukwila Department of Community Development Steve Lancaster, Director p 5, 2001 ~ w CL 2 J w= J � � LL w0 = • d � w z = F- O We have reviewed your Special Permission — Director application, submitted on April 17, 2001 in connection w w with the enhancement of Riverton Creek. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. We have the 0 co O— following comments: o f-• 1. The Wetland and Stream Delineation and Mitigation Report prepared by Altmann Oliver Associates v (dated October 17, 2000 and revised April 16, 2001) does not address the existing site sediment u- 0 detention /control structure. This structure is located on the southern portion of the site within the z stream channel. It was installed above the stairway structure of the Creek to collect and restrict the U movement of sand and sediment from redepositing in the lower reach. If this sediment detention l= is not maintained, the channel's capacity to convey storm flows will be reduced, resulting in the z reoccurrence of flooding at the 21 -05 building. Please incorporate a maintenance plan for the sediment detention /control structure into the report. Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) Dear Ralph: Sincerely, - 12)Q) Deborah Ritter Associate Planner cc: Mike Cusick, Associate Engineer Ryan Partee, Fisheries Biologist Steven M. Mullet, Mayor 2. Sheet S1.2 does not provide a conceptual planting plan for Area 6. Please revise this sheet accordingly. Please provide us with the requested information referenced above at your earliest possible convenience. If you have any questions regarding these requirements, please contact me at 206 -431 -3663. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206- 431 -3665 City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED APRIL 25, 2001 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Sabey Corporation LOCATION: 12600 Tukwila International Blvd., Tukwila FILE NUMBER: L01 -030 (Special Permission - Director) Steven M Mullet, Mayor Steve Lancaster, Director PROPOSAL: Piping of remnant swales 1, 2, 3 & 4, located in the existing north parking lot (and identified in "Wetland and Stream Delineation & Mitigation Report" dated October 17, 2000, revised April 16, 2001). Piping of remnant swales to be mitigated by the enhancement of Riverton Creek (described in said report). OTHER REQUIRED PERMITS: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 y „�, - .v , r' % t : " ; :r , : x.s .' +ineuatc ttmsl 7nrrr.•�ressa:mn rcsr;rnr{7?'?4 E ?9"'. SIP -."'T. F-"E '4'%}frC, fi3 ?'4'! >d6;Mie*fW' t v; r�. SEPA Determination (E2000 -033), City of Tukwila Land Altering Permit (MI01 -019), City of Tukwila HPA, Washington State Department of Fish & Wildlife Nationwide Permit 27 & 39, Army Corps of Engineers These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on May 9, 2001. If you have questions about this proposal contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. '.s�.f �z•�'�iurr,�- .:.:re ieez- tir�.:u� Memorandum To: Steve Lancaster, Community Development Director CC: Deb Ritter, Assistant Planner From: Ryan Partee, Project Manager fe Date: 04/24/01 Re: Sabey Riverton Creek Mitigation I have completed my review of the recent submittal by the Sabey Co. of their Wetland and Stream Delineation and Mitigation Report. The overall plan looks great. However, there are several important project elements that have been overlooked. The following are my primary concerns, questions, and comments regarding the latest material. They are in no particular order. 1. The Wetland and Stream Delineation and Mitigation Report prepared by Altmann Oliver Associates does not appear to address the existing on site sediment detention /control structure. Located on the southern portion of the site within the stream channel is a sediment detention pond. Prior to 1997, the 21 -05 building was subject to seasonal flooding. The flooding was being caused due to accumulated sand and sediment that had reduced the capacity of the stream channel to convey storm flows. Consequently, each significant rain event in 1996 resulted in the minor flooding of the 21 -05 building. In 1997, a stream habitat restoration project was conducted on this portion of Riverton Creek. To alleviate the localized flooding, the stream channel was dredged and a sediment detention pond was installed above the stairway structure to collect and restrict the movement of sand and sediment from re- depositing in the lower reach. If this sediment detention pond is not maintained, this will eventually result in the reoccurrence of the flooding of the 21 -05 building. A maintenance plan for this pond needs to be addressed. 2. The latest set of construction illustrations still does not address the issue of the failing fire lane adjacent to the 21 -03 building. This section of the roadway is failing in a similar way to that of the northern portion of the fire lane. This section needs to be rebuilt to the same specifications as the other sections to stabilize the fire lane and to provide for a stable streambank environment. Since this section of the fire lane will eventually need to rebuilt, it only makes sense to conduct the repairs during this time. I have attached photos of this section of roadway that clearly illustrate the failure of the retaining wall and the slough of the fire lane. These photos were taken on April 24, 2001. 1 April 24, 2001 3. Sheet S1.2: I would like to see more detail for the Area 6 Stream Enhancement Planting Plan. In addition, I was unable to locate the irrigation system. I would like to see the schematics of the design produced by the Weisman Design Group. An irrigation system throughout is extremely important to the survival of the vegetation, especially in Area 6 since it lies on a steeper slope that does not hold water well. The overall enhancement plan looks great. Please let me know if there is anything else you need concerning this project. 2 z W . ui J U 00 U W = '. J 1-_ LL w 0; g J. u_Q = d _ z 1 .. 1- 0 z M , 0 != W W: U H u" O O z •:f ■ INTERNATIONAL CORPORATE CAMPUS EAST TUKWILA, WASHINGTON WETLAND AND STREAM DELINEATION AND MITIGATION REPORT Prepared For: SABEY CONSTRUCTION, INC Seattle, Washington Prepared By: ALTMANN OLIVER ASSOCIATES, LLC Carnation, Washington October 17, 2000 (Revised April 16, 2001) R SCCIVED APR 1 8 1001 r' l'iidll' CENIFM z 6 2 O 0 • to p W I. U) LL, W 0 :g Q. II_ _ Z I— 0. Z Lui U 0 I— • W W � ti O .Z W — '0 • Z INTERNATIONAL CORPORATE CAMPUS EAST TUKWILA, WASHINGTON WETLAND AND STREAM DELINEATION AND MITIGATION REPORT Prepared for: Sabey Construction, Inc. 12201 Tukwila International Blvd, 4 Floor Seattle, Washington 98168 -5121 Prepared by: Altmann Oliver Associates, LLC PO Box 578 Carnation, Washington 98014 October 17, 2000 (Revised April 16, 2001) List of Appendices Appendix A: Data Sheets Table of Contents Page 1.0 INTRODUCTION 1 2.0 METHODOLOGY 1 3.0 RESULTS 2 4.0 WETLAND FUNCTIONS AND VALUES 5 5.0 WILDLIFE 6 6.0 PROJECT IMPACTS ON WETLANDS AND STREAMS 6 7.0 WETLAND AND STREAM MITIGATION 7.1 Construction Management 7.2 Monitoring Methodology 7.3 Success Criteria 6 7 7 8 8.0 MAINTENANCE AND CONTINGENCY PLAN FOR MITIGATION AREA 8 8.1 Weed Control 8 8.2 Irrigation 9 8.3 General Maintenance Items 9 8.4 Contingency Items 10 8.5 Performance Bond 10 References List of Figures Figure 1: Vicinity Map z Wiz w 0 0 0 J =' LL w u_ •; co I I- I . I- 0 z i— D 0. O N :0 E-' . w: z w =. .0 ~. z List of Drawings Table of Contents (Continued) Temporary Erosion Control Plans (DEA) Sheet G -3: TESC Plan and Drainage Plan for International Corporate Campus East Sheet G-4: TESC Plan and Drainage Plan for International Corporate Campus East Grading Plans (DEA) Sheet 1 of 5: Stream Enhancement Plan for International Corporate Campus East Sheet 2 of 5: Stream Enhancement Plan for International Corporate Campus East Sheet 3 of 5: Stream Enhancement Plan for International Corporate Campus East Sheet 4 of 5: Stream Enhancement Plan for International Corporate Campus East Sheet 5 of 5: Stream Enhancement Plan for International Corporate Campus East Overview Plans (AOA) Drawing W1.0: Overview Plan (1 of 2) Drawing W1.1: Overview Plan (2 of 2) Buffer Restoration Planting Plan (AOA) Drawing B1.0: Areas A, B, and C — Planting Plan Drawing B2.0: Planting Details and Plant Schedule Stream Enhancement Planting Plan (AOA) Drawing S1.0: Areas 1 and 2 — Planting Plan Drawing S1.1: Areas 3 and 4 — Planting Plan Drawing S1.2: Areas 5 and 6 — Planting Plan Drawing S2.0: Planting Details and Plant Schedule z w : 6 J O 00 0 : CO U) W ; Ili I u_ wO g Q. co d = w z � i- 0 w ~ U �. O - . F- LU W, � IO z in to . t=- O z INTERNATIONAL CORPORATE CAMPUS EAST TUKWILA, WASHINGTON WETLAND AND STREAM DELINEATION AND MITIGATION REPORT October 17, 2000 (Revised April 16, 2001) 1.0 INTRODUCTION This report is the result of a wetland and stream delineation on the International Corporate Campus East site located at 12633 Tukwila International Blvd in the City of Tukwila, Washington (Figure 1). The site is situated east of Tukwila International Blvd. (SR 99) and north of S. 126 Street. Topography on the site has been severely altered through historic grading activities and currently slopes down from Tukwila International Blvd to Riverton Creek, a perennial stream that flows from south to north along the eastern edge of the project site. Although most of the site is undeveloped, two existing paved parking areas are located in the northern and eastern portions of the site, respectively. In addition, several construction trailers and compact gravel parking areas are located along the western portion of the site, adjacent to Tukwila International Blvd. The project site is the proposed location of three office buildings and associated parking areas. The purpose of this report is to: 1) describe the wetlands and streams identified and delineated on the site, 2) identify impacts to these sensitive areas from the proposed project, and 3) describe measures that will be implemented to mitigate for wetland and stream impacts. Information in this report will be utilized by the City of Tukwila and any other concerned agencies to evaluate impacts to wetlands and streams from the proposed project. 2.0 METHODOLOGY A general reconnaissance was conducted on April 12, 2000 to gain an overall impression of the existing environment. Observations were made of the general plant communities, wildlife habitats, and the locations of potential wetlands, streams, or drainages. Present and past land use practices were also noted, as were significant geological and hydrological features. The identified features were then delineated on April 17, 2000 using the procedures outlined in the Washington State Wetlands Identification and Delineation Manual (1997) and the Corps of Engineers Wetland Delineation Manual (1987). Plant species were identified according to the taxonomy of Hitchcock and Cronquist (1973), and the wetland status of plant species was assigned according to the List of Plant Species that Occur in Wetlands, published by the U.S. Fish and Wildlife Service (Reed 1988, 1993). Wetland classes were determined by the U.S. Fish and Wildlife Service's system of wetland classification (Cowardin, et. al. 1979). Vegetation was considered hydrophytic if greater than 50% of the dominant plant species had a wetland indicator status of facultative or wetter (i.e., facultative, International Corporate Campus East 1 April 16, 2001 1673wet5.rpt .441 , w1 • A 1 S 131sT n S 139TH ST S 140TH 5T 1 ITTERUPO441 A S 136TH "117TH, ST S 141ST S 14250 128TH I ST '^ 1129TH a ST '4/ / IA J ~ 130TH ST '^ al S 130TH PL S lllsy 'sT ST S 132110 ST I< 12C0 rz- 0 17 436TH -- 134Th ST -co 111TH ST PL s 117TH I In ST 118TH 116Th 142ND N ST sr NI r, i t i 1 ^ N >I `I s 14210 ST 5 142110 .I el 1 i. za0 �►3P0 S 144T1 ST S� 'PL .— Nr N C N s y l.sm S � 'I 146TH (ST LV41101 r1 N JI ' . 1--!`” "' < S 103RD : i .. N ST a l i �5 104TH ST � 135TF 51 S .sc. GLEN 1 ACRES ,^ GOLF S1' I `lafls , \ ( 10TH Si S PO bolt 9b • Carr/lake', WA 90014 ofRoe4211333535 • fa1c.415.131A 09 C ? AITMANN OLIVER ASSOCIATES LLC. ENVIRrowerru NOG & IANIMPEAR LE 0 • p'L ��\ ti In S 1 Sao ST 1 AATLI \ \ 4 • F161JRE 1: Vicinity Map lntergate Corporate Campus East Tukwila, Washington 5abey Construction, Inc. s 11 ST$ .414TH sr. S .1 151H . ' DRAWN 50 SCALE NTS C /3 /oo REVISED PA, e_ XOrmra4 ' PARK :1 14 North PROJECT 1613 Z Q • = Z ~ W 00 CD til J 1— W O LL co d W Z �-- {" O Z h" W W U � o— � H WW I I— W Z CO O~ z facultative wetland, or obligate wetland). Soil on the site was considered hydric if one or more of the following characteristics were present: • organic soils or soils with an organic surface layer, • matrix chroma just below the A- horizon (or 10 inches, whichever is less) of 1 or less in unmottled soils, or 2 or less if mottles were present, or • gleying immediately below the A- horizon. re 2 Indicators of wetland hydrology included, but were not necessarily limited to: o o drainage patterns, drift lines, sediment deposition, watermarks, historic records, co visual observation of saturated soils, and visual observation of inundation. Appendix A contains data sheets prepared for representative locations in both the w o uplands and wetlands. These data sheets document the vegetation, soils, and g hydrology information that aided in the wetland boundary determination. Wetland u boundaries were marked with flagging and surveyed. = �.w Z = I— 0 Z ~ U • � o f o �- w 0 Wetland A and Swales 1 through 4 Wetland A is located adjacent to the existing parking lot in the northern portion of the " site. Although only a small portion of the wetland is located on the project site, it o appears to be part of a larger wetland that extends off -site to the west within the o right -of -way for SR 99. The wetland is associated with a small drainage that flows z into a culvert along the wetland's east edge. Runoff from this culvert then drains into two open swales (Swales 1 and 2) within the existing parking lot before draining into Riverton Creek. Two additional remnant open swales (Swales 3 and 4) are located in the northern portion of the north parking lot. These swales are day - lighted portions of a culvert under the parking lot that conveys runoff from the right -of -way into Riverton Creek. 3.0 RESULTS Two wetlands (Wetlands A and E), four remnant swales (Swales 1 through 4), two streams (Stream D and Riverton Creek), and two artificial drainages (Drainages B and C) were identified and delineated on the site (Drawings W1.0 and W1.1). Each of these features is described below. Vegetation within the on -site portion of Wetland A consists primarily of reed canarygrass (Phalaris arundinacea), while the off -site portion of the wetland contained a mixture of palustrine forested and scrub -shrub vegetation dominated by young red alder (Alnus rubra), Himalayan blackberry (Rubus discolor), field horsetail (Equisetum arvense), and reed canarygrass at the time of the April 2000 site visits. Vegetation within the off -site portion of Wetland A was cleared in the fall of 2000 as part of the construction of a temporary access road within the SR 99 right -of -way. Soils within the wetland at the time of the April 2000 field investigations were generally saturated to the surface. The buffers of Wetland A have been heavily disturbed through historic clearing and grading activities, and much of the on -site buffer consists of the existing parking lot. International Corporate Campus East 2 April 16, 2001 1673wet5.rpt Vegetation within the unpaved portion of the buffer consisted largely of monotypic Himalayan blackberry, most of which was mowed in the fall of 2000. Portions of the buffer of Wetland A located within the SR 99 right -of -way contain slopes that exceed 20 %. Wetland A has been classified as a Type 2 wetland by the City of Tukwila since the off -site portion of the wetland appeared to contain a forested wetland class that comprised greater than 20% of the total surface area of the wetland (TMC 18.45.020.C.2.c). Type 2 wetlands require a standard 50 -foot buffer. Drainages B and C Area B consists of a small drainage that enters the project site along the central portion of the west property boundary. The drainage appears to consist entirely of collected runoff within the SR 99 right -of -way. Runoff within Area B enters a culvert that apparently discharges approximately 150 feet downslope into Drainage C. Vegetation within Area B at the time of the April 2000 site visits consisted primarily of young red alder and red -osier dogwood (Corpus sericea). At the time of the field investigations, the drainage contained a very low flow and soils were generally saturated to the surface. Drainage C consists of a small (average two- to three -foot wide) channel within a deeply incised ravine comprised of what appears to be fill material. Although no culvert was located at the upper end of the drainage (possibly crushed), it appears likely that Drainage C receives discharge from Area B. Runoff within Drainage C then enters a culvert beneath the existing parking lot to the east. Vegetation along the channel of Drainage C was dominated by young red alder, Indian plum (Oemleria cerasiformis), Himalayan blackberry, and stinging nettle (Urtica dioica) at the time of the April 2000 site investigations. ~ I Drainages B and C are not regulated by the City of Tukwila since they appear to be artificial stormwater runoff channels that do not meet the definition of a watercourse as defined in TMC 18.06.920. Stream D Stream D is located in the south - central portion of the site and consists of an approximately four -foot wide channel that is a tributary to Riverton Creek. The stream conveys runoff from the SR 99 right -of -way but also appears to include groundwater discharges from areas located to the west of the highway. The upper portion of the drainage is located within a forested ravine that contains slopes in excess of 20 %. At the time of the April 2000 field investigations vegetation within the ravine was dominated by big -leaf maple (Acer macrophyllum), red alder, Indian plum, hazelnut (Corylus cornuta), English ivy (Hedera helix), bleeding heart (Dicentra formosa), large- leaved avens (Geum macrophyllum), sword fern (Polystichum munitum), and Pacific waterleaf (Hydrophyllum tenuipes). Runoff within the stream then enters a small artificially created pool that diverts water toward a concrete spillway that enters Riverton Creek. Vegetation along this lower portion of the stream was dominated by Himalayan blackberry and stinging nettle. International Corporate Campus East 3 April 16, 2001 1673wet5.rpt z w 6 UO cO cnw J LL H w 2 u Q co = d z = o w ~ o - O l— wW I L I o ..z o � z Stream D is considered a Type 2 watercourse by the City. Type 2 watercourses require a 35 -foot standard buffer. Wetland E Wetland E is located in the southern portion of the site, adjacent to Riverton Creek. ;t- w The eastern portion of the wetland is located within the riparian corridor of the creek, CC 2 while the western portion of the wetland appears to be hydrologically supported by 6 o runoff from the adjacent fill slope to the west. Vegetation within the wetland at the o o time of the April 2000 field investigations was dominated by Himalayan blackberry w w and stinging nettle, but did include scattered red alder, black cottonwood (Populus _I I_ trichocarpa), willow (Salix sp.), Indian plum, red elderberry (Sambucus racemosa), w o and skunk cabbage (Lysichitum americanum). 2 �Q At the time of the field investigations, portions of the wetland contained soils that CO a were saturated near the surface, while the hydrology in other areas was assumed I- w based on the presence of hydric soils and scattered obligates such as skunk z i cabbage. )-- o 11.1 w Wetland E meets the criteria for a Type 3 wetland in the City of Tukwila since it is D o less than one acre with a canopy cover of trees rooted in the wetland that is less o than 20 %. Type 3 wetlands generally require a standard 25 -foot buffer. w = w U The canopy coverage within the wetland was determined to be 18.5% based on a u o 50% canopy coverage throughout 35% of the wetland (e.g. the western portion of w z the wetland adjacent Riverton Creek) and a 5% canopy coverage in the remaining U 65% of the wetland (e.g., the eastern blackberry portion of the wetland). o i z i Riverton Creek Riverton Creek generally flows from south to north along the eastern portion of the site. The creek has been historically channelized and is the location of an ongoing salmonid restoration and supplementation program conducted by the City of Tukwila. The stream enters the site in its southeast corner and flows north for approximately 150 feet where it drains over a concrete spillway before turning to the west and flowing along the fire lane of Building 21 -05. Buffer vegetation along the upper portion of the creek above the spillway has been heavily disturbed through historic clearing and grading, especially along the east bank. Vegetation along the east bank in this area was dominated by low weeds and grasses interspersed with invasive shrubs at the time of the April 2000 site visits. Plant species observed included creeping buttercup (Ranunculus repens), dock (Rumex sp.), Japanese knotweed (Polygonum cuspidatum), and Himalayan blackberry. In addition, one western red cedar (Thuja plicata) and several red alder and black cottonwood trees were located in this area, along with several black twinberry (Lonicera involucrata) that appear to have been recently planted. Vegetation along the west bank of the creek in this upper area was dominated by red alder, vine maple (Acer circinatum), and Himalayan blackberry. International Corporate Campus East 4 April 16, 2001 1673wet5.rpt w:q Riverton Creek below the concrete spillway is largely constrained within a rockery lined channel. In addition, an approximately 300 -foot section of the south - central portion of the creek is located within a culvert. Vegetation along the creek edge was dominated by naturalizing small trees and shrubs as well as supplemental plantings. In those areas along the creek where there is little shade, primarily where soil conditions are poor and vegetation is difficult to establish, vegetation within the creek channel was dominated by reed canarygrass, watercress (Rorippa nasturtium - aquaticum), and climbing nightshade (Solanum dulcamara). These invasive species are apparently removed by the City on an annual basis to facilitate movement of salmonids within the channel. Riverton Creek (Watercourse #10 -2) is identified as a Type 3 watercourse in the City's sensitive area inventory. It is our understanding that the City has upgraded the stream classification to a Type 2 watercourse above the spillway, and would require a standard 35 -foot buffer setback from the OHWM in this area. It is also our understanding that Riverton Creek below the spillway will be upgraded in its rating (as determined by the DCD Director). If this portion of the stream is determined to be a Type 1 watercourse, then it will likely require a standard 70 -foot buffer. 4.0 WETLAND FUNCTIONS AND VALUES Wetlands, in general, provide many valuable ecological and social functions, including stormwater storage, water quality protection, groundwater recharge and discharge, and wildlife habitat. The wetlands on the project site generally have a low to moderate value for most of these functions due to their relatively small size. However, the value of these wetlands is increased due to their association with an anadromous fish- bearing water (i.e., Riverton Creek). The wetlands provide some stormwater storage area that reduces downstream flooding, while trapping sediments. The trapping of sediments and other pollutants within the wetlands maintains water quality in downstream areas and aids in the prevention of fish habitat degradation by limiting silt accumulation within spawning areas. The wetlands also provide further benefit to fish and other wildlife by releasing water slowly during the dry summer months, thereby contributing to the base flow of the stream. In addition to their hydrologic functions, the wetlands also provide some biological functions. As components of the riparian corridor of Riverton Creek, the wetlands provide habitat for a variety of wildlife species. Another important biologic function of the wetlands is the transport of nutrients (via Riverton Creek) to downstream areas. Nutrients transported to downstream areas provide biological support for fish and other aquatic wildlife. Although privately owned, the on -site wetlands do provide some cultural wetland functions as part of the overall open space associated with the Riverton Creek riparian corridor. The wetlands contain some passive recreational opportunities such as wildlife viewing, and have the potential to International Corporate Campus East 5 April 16, 2001 1673wet5.rpt -3 provide educational opportunities through interpretive signage and wetland system monitoring. 5.0 WILDLIFE Although an extensive wildlife study was not performed, observation of wildlife usage was recorded during the field investigations. In general, with the exception of Riverton Creek, the site does not appear to contain significant wildlife habitat due to its high degree of disturbance and isolation from larger habitat corridors. Wildlife observations on the site included the American crow, song sparrow, American robin (nesting), Bewicks wren, red tailed hawk, and cottontail rabbit. Other wildlife species known to inhabit the riparian corridor of Riverton Creek include river otter, great blue heron, belted kingfisher, and mallard. In addition, it is our understanding that fish species found within Riverton Creek include coho salmon, cutthroat trout, steelhead (juveniles), brook lamprey, threespine stickleback, and sculpin. It should be noted that the number of wildlife species that utilize the site is likely higher than the species listed due to the seasonality and secretive nature of most wildlife species. 6.0 PROJECT IMPACTS ON WETLANDS AND STREAMS The proposed project has been designed to minimize and enhance the value of Riverton Creek, the most important sensitive area on the site (Drawings W1.0 and W1.1). Wetland and stream impacts are limited to: 1) piping remnant Swales 1 ( -170 s.f.), 2 ( -100 s.f.), 3 (— 450 s.f.), and 4 ( -385 s.f.) located in the existing north parking lot for a total impact of about 1,105 s.f., 2) construction of a new 53 -foot arch culvert across the northern portion of Riverton Creek. 7.0 WETLAND AND STREAM MITIGATION Mitigation for the impacts to remnant Swales 1 through 4 and the new arch culvert across Riverton Creek will occur through the on -site enhancement of Riverton Creek. The grading plan depicting enhancement of the Riverton Creek corridor has been prepared by David Evans & Associates, Inc., and the drawings are included in the back of this report. The planting plan for the enhancement of the Riverton Creek corridor has been prepared by AOA and these drawings are also included in this report. Mitigation will include: • planting native trees and shrubs along the channel to maximize shade to the stream, thereby controlling invasive plants within the channel. • cutting back and day - lighting approximately 240 feet of the existing Riverton Creek culvert. Once the culvert is removed the stream corridor will be stabilized and the area planted with native trees and shrubs. • re- structuring the northern portion of the stream channel to enhance salmonid rearing habitat. International Corporate Campus East 6 April 16, 2001 1673wet5.rpt Zet 7.1 Construction Management Prior to commencement of any work by contractors in the mitigation area, the construction limits will be staked and any existing vegetation to be saved will be clearly marked. A pre- construction meeting will be held at the site to review and discuss all aspects of the project with the selected contractor. A wetland /stream consultant will supervise plan implementation during construction to ensure that specifications of the mitigation plan are met. Any modifications to the design that may be necessary due to unforeseen site conditions will be jointly approved by the City of Tukwila and the consultant prior to their implementation. 7.2 Monitoring Methodology The monitoring program will be conducted twice a year for a period of five years, with annual reports submitted to the City of Tukwila. Vegetation Permanent vegetation sampling points or transects will be established at selected locations within the mitigation area to incorporate all of the representative plant communities. The same monitoring locations will be re- visited each year with a record kept of all plant species found. Vegetation will be recorded on the basis of relative percent cover of the dominant species within the vegetative strata. All monitoring will be conducted by a qualified consultant. Photo - points will be established from which photographs will be taken throughout the monitoring period. These photographs will document general appearance and progress in plant community establishment in the mitigation areas. Review of the photos over time will provide a semi - quantitative representation of success of the planting plan. Monitoring and photo -point locations will be shown and described in the first monitoring report. Wildlife Wildlife species that are readily observable (either by direct or indirect means) will be identified and recorded in the mitigation area. Direct observations include actual sightings, while indirect observations include tracks, scat, nests, song, or other indicative signs. Water Quality and Hydrology During each monitoring event, an assessment will be made of the water regime within the mitigation area to ensure that proper hydrological conditions exist. General observations will be made of the extent and depth of soil saturation or inundation. Water quality will be assessed qualitatively, unless it is evident there is a serious problem. In such an event, water quality samples will be taken and analyzed in a International Corporate Campus East 7 April 16, 2001 1673wet5.rpt Maintenance Item Jan Feb Mar Apr May June July Aug Sept Oct Nov. Dec Weed Control 1 1 1 1 1 1 1 1 1 Irrigation- 1 year 4 8 8 8 4 -rear 2 4 4 4 2 General Maint. 1 1 1 1 1 1 1 1 1 1 1 1 Pruning 1 1 laboratory for suspected parameters. Qualitative assessments of water quality include: 1. oil sheen or other surface films, 2. abnormal color of water or odor, 3. stressed or dead vegetation or aquatic fauna, and 4. turbidity. 7.3 Success Criteria Success of plant establishment within the mitigation area will be evaluated on the basis of both percent survival and percent cover of desirable species. Undesirable species include exotic and invasive species such as Scot's broom, Himalayan and evergreen blackberry, reed canarygrass, morning glory, and Japanese knotweed. For the planted trees and shrubs, success will be based on at least an 85% survival rate, or at least 60% cover of equivalent recolonized native species, by the end of the five -year monitoring period. 8.0 MAINTENANCE AND CONTINGENCY PLAN FOR MITIGATION AREA Maintenance will be conducted on a routine, year round basis according to the schedule below. Additional maintenance needs will be identified and addressed following each twice- yearly maintenance review. Annual Maintenance Schedule 1 - 8 = number of times task shall be performed per month. 8.1 Weed Control Routine removal and control of non - native and invasive plants (e.g., Scot's broom, reed canarygrass, Himalayan and evergreen blackberry, purple loosestrife, Japanese knotweed, English ivy, morning glory, birdsfoot - trefoil, thistle and creeping nightshade) shall be performed by manual means whenever possible. No chemicals may be used within the Riverton Creek corridor. Undesirable and weedy exotic plant species shall be maintained at levels below 20% total cover at all times during the 5- year monitoring period. Reed Canarygrass Areas with reed canarygrass patches 3' x 3' or smaller need to be hand - grubbed. Patches greater than 3'x 3' shall be weed - whacked and staked with cuttings. Scouler willow (Salix scouleriana) and black twinberry (Lonicera involucrate) cuttings shall be used in the wetter areas and black cottonwood (Populus trichocarpa) International Corporate Campus East 8 April 16, 2001 1673wet5.rpt cuttings shall be used in drier areas. During April 1 through November 30, one - gallon plants (minimum height of 18 ") shall be used in place of cuttings. Cuttings can be purchased or gathered from approved on -site mature sources. Cuttings shall be installed at 1' O.C. spacing over the infested reed canarygrass z areas and extending 2' in each direction, unless otherwise specified. Cuttings shall z be 2 -year old wood, 4' length, ' /2" diameter, with all side branches removed and w W installed to a minimum depth of 12 inches. D U O 8.2 Irrigation co o The Maintenance Contractor shall ensure that the temporary above - ground system co is functioning properly from June 1 through October 31. During the first year after 0 o- installation, irrigation should flow at a rate of 1 /2" of water twice per week. During the 2 second year after installation, irrigation should flow at a rate of 1 /2" of water once per week. However, if more than 10% of plant replacement occurs, watering rates shall a be maintained at /2" of water twice per week. = a 1--w z The Maintenance Contractor shall inspect the irrigation system in the spring and mid- o season to ensure adequate coverage and function of the entire system. All repairs, w F- resetting of heads and adjustments shall be performed when problems arise. In the 2 D fall, the system shall be winterized by October 31 to prevent winter freeze damage. 0 0 D- o I•- w 1- H Debris Removal "—' z 8.3 General Maintenance Items The Maintenance Contractor shall remove all trash and other debris on a regular cn basis. Contractor shall leave all dead plant material and other organic debris (i.e., 1= leaf matter, fallen branches, etc.) except pest- infested vegetation. z Maintenance of Trees Routine maintenance of planted trees shall be performed. Measures include tightening and repair of tree stakes, resetting plants to proper grades and upright positions, and weeding around base. Weed control should be performed by hand removal, installation of weed barrier cloth with mulch rings, or selective weed - whacking. If weed - whacking is performed, great care shall be taken to prevent damage to desired native species either planted or recolonized. With the approval of the wetland /stream consultant, the Maintenance Contractor shall remove all tree stakes after the first growing season to prevent girdling of staked plant material. Pruning of Woody Plants Woody plants shall only be pruned at the direction of the wetland /stream consultant or to remove pest infestations (i.e., tent caterpillar). Signage Signage shall be cleaned and checked for damage twice yearly by the Maintenance Contractor. International Corporate Campus East 9 April 16, 2001 1673wet5.rpt 8.4 Contingency Items (not part of regular, on -going maintenance) These items will be identified on an as needed basis only. Replace Dead Plants The Maintenance Contractor shall replant areas after reason for failure has been identified (e.g., moisture regime, poor plant stock, disease, shade /sun conditions, wildlife damage, etc.). The Maintenance Contractor shall replace dead plants with the same species or an approved substitute species that meets the goal of the enhancement plan. Contractor shall notify wetland /stream consultant of species, quantity, and size of replacement material prior to installation. Consultant shall review material and staked locations prior to installation. Plant material shall meet the same specifications as originally - installed material. Landscape Contractor that installed the mitigation will complete one -year warranty replacement. Erosion and Drainage Problems The Maintenance Contractor, under the direction of the wetland /stream consultant, the City of Tukwila, or the owner shall correct any erosion and drainage problems. Wildlife Damage The Maintenance Contractor shall implement measures to prevent early damage of ■ plant material by wildlife (e.g., rabbits, voles, etc.). 8.5 Performance Bond To ensure the success of the mitigation, a performance bond or other financial guarantee will be posted with the City of Tukwila for the cost of implementing and monitoring the mitigation plan. At the discretion of the City, the bond may be released in partial amounts in proportion to work successfully completed over the five -year monitoring period as the applicant demonstrates performance for implementing the conditions of the plan. International Corporate Campus East 10 April 16, 2001 1673wet5.rpt "u "V.iii4Lt �S.i2 rp References yam+ Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of .. Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service, Department of the Interior. FWSOBS- 70/31. Environmental Laboratory. 1987. Corps of Engineers Wetlands Delineation Manual. Technical Report Y -87 -1, US Army Engineer Waterways Experiment Station, Vicksburg, Miss. Hitchcock, C.L., and A. Cronquist. 1973. Flora of the Pacific Northwest. University of Washington Press. 730 pp. Munsell Color. 1988. Munsell Soil Color Charts. Kollmorgen Instruments Corp., Baltimore, Maryland. Reed, P.B. Jr. 1988. National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF &WS Biol. Report 88. Reed, P.B. Jr. 1993. Supplement to: National List of Plant Species that Occur in Wetlands: Northwest (Region 9). USF &WS Biol. Report 88. Washington State Department of Ecology. 1997. Washington State Wetlands Identification and Delineation Manual. .:,..... i......... w .:. t+ i.: s,:... :sJ:S.`:Gv:etx: i[ G. 7.` ciFa?. P.'' a�i. ai:. uL :45.1':+!.,.._.:x.:.k�r' m4.:;S x:?'a: bank•,:«:. r. rr, w• �w�t :.�acni:..xYOSUCx NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. B -2 DATA FORM ROUTINE ONSITE DETERMINATION METHOD Field Investigators l; Date. - I 1 ' O Project/Site � �- T� K� t �A State LJA County. ( P1 Applicant/Owner; SAAC- Plant Community #/Name: t Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes >( No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes No X (If yes, explain on back) Dominant Plant Species 1. (PiN A.( S Q(J•��na,cr�, 2. 3. 4. 5. 6, 7. 8. 9. 10. VEGETATION Stratum Dominant Plant Species 1c kLAI ( 11 12. 13 14 15 16. 17 18 19 20 Indicator Status Indicator Status Stratum Percent of dominant species that are OBL, FACW, and/or FAC 1 C O ci v Is the hydrophytic vegetation criterion met? Yes Y No Rationale• Sc.* >r AC. eft LA a' T E ►Z Series/phase: Is the soil on the hydric soils list? Yes Is the soil a Histosol? Yes No Is the soil: Mottled? Yes No X Matrix Color: I b Y R M I Other hydric soil indicators: Is the hydric soil criterion met? Yes X No Subgroup : No Undetermined SOILS Histic epipedon present? Yes No K Gleyed? Yes No /C Mottle Colors: Rationale: HYDROLOGY Is the ground surface inundated? Yes Is the soil saturated? Yes X No Depth to free- standing water in pi /soil probe hole. So+ List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes ')( No Rationale: ° e S RvA'rt a ,.1, o - Sep ` S A.--7772.• Ael" c. No X Surface water depth: . JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yes X No Rationale for'jurisdictional decision: 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' TP • Field Investigator(s): ACT Q'\A tJ ( ProjecVSite; 1CCE 7.-+K4. -JR-A Series/phase• Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Yes Matrix Color: co i+- f'A C? Other hydric soil indicators: Is the hydric soil criterion met? Yes Rationale: COO -N?ACT tF 1Lt_ DATA FORM ROUTINE ONSITE DETERMINATION METHOD Date: ` I `( 7 -c3O State: LIJA County• Applicant/Owner: Sa(E`i Plant Community 4/Name• •TP •*' Z Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes 7 No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes ?( No (If yes, explain on back) - (atk&p &c ti * t u- - E4%<.`, 0-1awcb VEGETATION Indicator Indicator Dominant Plant Species Status Stratum Dominant Plant Species Status Stratum 1. Ph ..tAriS , r.+n, i n lre., fh �J tk 1 i . 2. E �;sc4.th, o.r,,c..42 ___ K 12. 3 Jbvs in sc otor fAcu 5 13. 4. 14. 5. 15. 6. 16. 7. 17. 8. 18. 9. 19. 10. 20. Percent of dominant spedes that are OEL, FACW, and/or FAC Is the hydrophytic vegetation criterion met? Yes % No Rationale .> Sc% PAC- cR wfeTTC P-- SOILS " 'f o Subgroup• Yes No Undetermined No X Histic epipedon present? Yes No .LC_ No Gleyed? Yes No F 1 t Motile Colors: No _X__ HYDROLOGY Is the ground surface inundated? Yes No 1( Surface water depth: Is the soil saturated? Yes No X Depth to free- standing water in pi /soil probe hole: List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes Rationale: No Oygsrf-vA"fne►.i a v10rNtt; Sb \L S ATVt 2 #11aJ t;l= ecr✓O,tJ No ,�_ JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yes No Rationale for jurisdictional decision: ` P N t " f - s t..G L- ' t: 1 /40'7 e`A L r 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' -rp .. '.M 021215123 Field Investigator(s): Ac - rd-i Ad "f ProjecVSite• tCCE- "I uk wl�.►'. Applicant/Owner SAP-4.,'? Dominant Plant Species 1. Ace(' wAsc.roPtiy ttu 2. Ccryt.,S Cern,.1 3 OewAt ;c. Ctrr.SiR'uw„ A' So - ra Series/phase: Is the soil on the hydric soils list? Yes Is the soil a Histosol? Yes No Is the soil: Mottled? Yeses No Matrix Color: (�Y 3 1 1 Other hydric soil indicators: Is the hydric soil criterion met? Yes Rationale: CrMR -�6+4 c Rationale: DATA FORM ROUTINE ONSITE DETERMINATION METHOD — State• lrt County: tc V`J Plant Community #/Name• 1 3 Note: tf a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes No X (If yes, explain on back) Indicator Status Stratum VEGETATION FACa - r 11. pcv TtS 12. FPty ___S_ 13 4. -- fAe82cs heI ;x u t— v 14. fhcul .4 15. 6 14 tyttvnn -knuiTes —L— �- 16. •o � 5 &coo. rnwcroeLyttinn 7. Nos. c c. F ACJ N 17. 8. 18. 9. 19. 10. 20. Percent of dominant species that are OEL, FACW, and/or FAC Is the hydrophytic vegetation criterion met? Yes Rationale: Na t'RC.. 6 (L t.-J £'T T CO_ No SOILS 2 wik r err 5 Is the wetland hydrology criterion met? Yes No X Indicator Dominant Plant Species Status Stratum •� iy Date• I '1.c)o 'I o Subgroup• No Undetermined Histic epipedon present? Yes No X Cloyed? Yes No )C Mottle Colors' HYDROLOGY Is the ground surface inundated? Yes No K. Surface water depth: Is the soil saturated? Yes No X Depth to free-standing water in pi/soil probe hole: List other field evidence of surface inundation or soil saturation. N� piSS 42•.JAT ta6 c(= C.L JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yes No X. Rationale for•jurfsdictional decision: IJc� C ( �T • 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' i1 ti tradi Field Investigator(s): A c - c t . Project/Sit e: I C C L. A Applicant/Owner• SA (t Y DATA FORM ROUTINE ONSITE DETERMINATION METHOD Date: c (- State WA County: 1 6 '" r ' Plant Community ,*/Name TP `( Note: tf a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes No (If no, explain on back) Has the vegetati,og, soils, and/or hydrology been significantly disturbed? Yes No X (If yes, explain on back) Dominant Plant Species Series/phase: Is the soil on the hydric soils list? Yes Is the soil a Histosol? Yes No Is the soil: Mottled? `fps X No Matrix Color: Item ` Other hydric soil indicators: Is the hydric soil criterion met? Yes . x Rationale: VEGETATION Indicator Status Stratum fAc — 11. 1, P.:Iulus 4-r; c -k cc.r ?S 2. Sc,„lcx s ?. J • TIS 12 3. (Z.A, JS a i s tilt o r cht.) 5 13, 4, U f 4; c 4 . o t c S fkCt t{ 14. 5. A- 4 (.00.-; vim. •(? 1ix 1'tyti; A 4 F A.0 }1 15. 6. LY si clivei-.w. cM.t:'i cc—....... C .L fA 16. 7. 17. 8. 18. 9. 19. 10. 20. Percent of dominant species that are OEL, FACW, and/or FAC Is the hydrophytic vegetation criterion met? Yes X No _ Rationale: 7 Sa d, IFA c c;1. +J it,r -s 64_ No SOILS �A 0C 2 w L S - ►.t (A.A.CC Indicator Dominant Plant Species Status Stratum Subgroup• No Undetermined Histic epipedon present? Yes _ Gleyed? Yes No X Mottle Colors: vA% -t o.JS 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' No X TP L' HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No x Depth to free - standing water in pit/soil probe hole: List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes )( No Rationale: "AO 6PSE Ono }17 r7rz A/ Pt St>n(cE Qrr G .tGAT6 JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yes k No RationalLe for"urisdictional decision: (SAS D e,K{ 5cu-3 k -4 J k 6si - AT)01'1 CR 9-tA Z w ce UO (1) CD W J = w J u_ j c O I w F- Z � ZI w O ( - 1 2 O 1— w UJ I t— �' O Z w • = 0 Z 4J 2171 DATA FORM • ROUTINE ONSITE DETERMINATION METHOD Field Investigator(s): At -1 i z Date: `1 -1 1' o o Project/Site: I.CC S� State: wt County: '- k ' V Applicant/Owner: 1# Plant Community 4/Name: P 5' Note: If a more detailed site description is necessary, use the back of data form or a field notebook. Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes No X (If yes, explain on back) VEGETATION Indicator • Status Stratum Dominant Plant Species 1, 'oteutv5 o Frhc-- T 11. 2. Altus AL S 12. 3. (K J . 5 13. 4. dQp.•Icet <e -s 4or.n;5 %ePcLi 5 14. 5. 15. 6. 16 7. 17. 8. 18. 9. 19. 10. 20. Percent of dominant species that are OEL, FACW, and/or FAC Is the hydrophytic vegetation criterion met? Yes No X Rationa IUle: c_ oZL t,J z✓T i Y iZ-- Dominant Plant Species Series/phase: Is the soil on the hydric soils list? Yes Is the soil a Histosol? Yes No Is the soil: Mottled? Yes, No Matrix Color: 101A. y 2 Other hydric soil indicators: Is the hydric soil criterion met? Yes _ Rationale: (Cuv•-A A- of- L v No SOILS 0 a 1 - E 5 Subgroup• No Undetermined Histic epipedon present? Yes No X Gleyed? Yes No )< Motile Colors 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' Indicator Status Stratum HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes No 7( Depth to free- standing water in pi /soil probe hole• List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes No Rationale: N t� O$•t-itvAlw$4 dpi aC1dC Q S vrt r .,.J { ;;� ed - ADIA JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant a wetland? Yes No C Rationale for•jurisdictional decision: NO C(L r i GI� (4+1 ? S- Field Investigators). LrytAA ProjecVSite• tCC olt -W i.A Applicant/Owner. SAgG-i' Note: If a more detailed site description Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes No )C (If yes, explain on back) Dominant Plant Species Al v c robc oc c)1 Scolor ew.1e4 cere-s; Renti.% Ur^41cc. ;01 cc, ,A - C I a rve"se vT S ICI„l t Y 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. �Ht C t.- ......... Series/phase: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Yes Matrix Color: (OYt` Z f Other hydric soil indicators: Is the hydric soil criterion met? Rationale• L pt./ G 0-4A DATA FORM ROUTINE ONSITE DETERMINATION METHOD • Date: � - 11 -(9 c� State: W'A` County: kINv Plant Community #/Name• T 4 is necessary, use the back of data form or a field notebook. Indicator Status Stratum Yes 2' No VEGETATION Dominant Plant Species C S 11. FAe u S 12. FA c c) $ 13. t%c + E4- 14. rAc. Ft 15. 4PZ K 16. o 3t- 17. 18. 19. 20. Percent of dominant spades that are OEL, FACW, and/or FAC ^' 1 1 Is the hydrophytic vegetation criterion met? Yes $. No Rationale: 7 J�O ° ro frPic o es um 6r1 LS (Z SOILS Subgroup• Yes No Undetermined No X Histic epipedon present? Yes No No ,C Gleyed? Yes No x' Mcttle Colors HYDROLOGY Is the ground surface inundated? Yes No X Surface water depth: Is the soil saturated? Yes ?C No Depth to free- standing water in pit/soil probe hole. N� N List other field evidence of surface inundation or soil saturation. Is the wetland hydrology criterion met? Yes X No Rationale: 0 S at'ifo,J d r ,•.► tt p L F c Pti t2-A TP Indicator Status Stratum JURISDICTIONAL DETERMINATION AND RATIONALE Is the plant community a wetland? Yes K No Rationale for jurisdictional decision: ALL 3 C42 frt r 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' r.l I Series/phase: Is the soil on the hydric soils list? Is the soil a Histosol? Yes Is the soil: Mottled? Ye,s Matrix Color: toY(Z 4I Other hydric soil indicators: Is the hydric soil criterion met? Rationale: 1416 H Ct- 1RowtA Field Investigator(s): ALTMAr n� ProjectSite• w LA- Applicant/Owner: SPr 1 3 Y Note: tf a more detailed site description is DATA FORM ROUI1NE ONSITE DETERMINATION METHOD Do normal environmental conditions exist at the plant community? Yes X No (If no, explain on back) Has the vegetation, soils, and/or hydrology been significantly disturbed? Yes No X (If yes, explain on back) VEGETATION Indicator Indicator Dominant Plant Species Status Stratum Dominant Plant Species Status Stratum 1. A t r JS r..'bcc, (0•C.- (0•C.- ___T__. 11. 2• ttob.,s c)1Scc,lor f-ACU ...__S_ 12. 3. OwAtcr■■. cer'A.s' ;CarA"is (Mi $ 13. 4 Vie >e A t..,; -C4 t; ur.n s. S 14. 5. 15. 6. 16. 7. 17 8, 18. 9. 19. 10. 20. Yes Subgroup• Yes No Undetermined No X Histic epipedon present? Yes No X No X Gleyed? Yes No X Mottle Colors- Percent of dominant species that are OBL, FACW, and/or FAO 'ZS ° /a Is the hydrophytic vegetation criterion met? Yes No Rationale' N8T ' 5"o% FAC aR tAJETTER ct4- esti bENC( Dale' L �-t ^ 1'oc7 Slate: •k" County: r' Plant Community #/Name: 1'? '7 necessary, use the back of data form or a field notebook. No�C_ SOILS Is the wetland hydrology criterion met? Yes No Rationale: N,e o8SEtZYA'rio HYDROLOGY Is the ground surface inundated? Yes No Surface water depth: Is the soil saturated? Yes No K Depth to free - standing water in pit/soil probe hole' List other field evidence of surface inundation or soil saturation. cc- Sc.“... Sir oR JURISDICTIONAL DETERMINATION AND RATIONALE P r nt G Is the plant community a wetland? Yes Rationale for jurisdictional decision: Ps10 LR �T�ti�A tMe_T No 1 This data form can be used for the Hydric Soil Assessment Procedure and the Plant Community Assessment Procedure. 2 Classification according to 'Soil Taxonomy.' Z ' W 00 CO CD W H W WO g< N I W _ z � ZI W U • 0 O — ❑ W W I-- � L I O Z W U= O ~ Z jj • S42AsectraSite April 3, 2001 Mr. Chris Barrett, TRK Engineering Ltd. 17688 66 Avenue Suite 201 Surrey, BC V3S 7X1 Re: Structural Analysis of Existing 125 -ft Monopole, King Co., WA AT &T Site Name & #: Hwy 99 & Hwy 599 (SC -78C) Owner Site Name & #: Elmo -Spaa (WA -0233) 01 -EN -4162 Dear Mr. Barrett, We are pleased to submit our report for the structural analysis of this monopole, to support the proposed antennas as per your request. The existing 125 -ft monopole will conform to the requirements of TIA/EIA -222 -F for 80 -MPH wind speed and 1/2" radial ice, with the required antenna load. Should you have any questions or wish to discuss any aspect of this report, please do not hesitate to contact the undersigned. Sincerely, . c:. sa: a4;*Jilis ituriir�: �s�. �: ot? a., u`:., ui.;; r1: t: Y�' r�:.; vw� .w;sSvW:�.e+.s,..:.�:,::.;,c:. \ Ms. Mary M. Salama Design Engineer SpectraSite Communications, Inc. SpectraSite Communications, Inc. www.SpectraSite.com 5821 1st Avenue S. • Seattle, WA 98108 • Tel 206.766.6700 • Fax 206.766.6710 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Load Applic. Description Tx -Line Mount Customer Elev. 123' -0" (9) ALP -E 9011 -DIN (43 "H x 6.5 "W x 8 "D) (9) 7/8" Platform Nextel 113' -0" (1) TA- 2350 -LCC Omni Directional Antenna (1) 1 -5/8" (1) 6' Stand -off Arm XM Radio 20' -0" (1) TA- 2324 -LHCP Solid Parabolic Antenna (1) 7/8" Boom Load Applic. Description Tx -Line Mount Customer Elev. 80' -0" (4) SC 9012 -DIN (43 "H x 6.5 "W x 8 "D) (4) 1 -5/8" Platform AT &T INTRODUCTION At the request of Mr. Chris Barrett of TRK Engineering Ltd., we have performed a structural analysis of this pole that was manufactured by Engineered Endeavors, Inc. (Job # 2632), with 53" diameter at the bottom and 19 1/2" diameter at the top. The monopole was analyzed as follows: • Design Standard: TIA/EIA -222 -F • Wind Speed: 80 -MPH Wind Speed • Ice Loads: 1/2" radial ice The monopole was analyzed for the following antenna load: - Existing Loads: Page 1 April 3, 2001 01 -EN -4162 - Proposed Antennas z z • W ¢2 JU O 0 0 U) = W • 0 2 gQ = • a 1- _ Z �. �- Z I- LL! M 0 0 - 0 H W 2 f- 0 r- . u.. 3 ..z w 0 0 • z Load Applic. Description Tx -Line Mount Customer Elev. 80' -0" (2) SC 9012 -DIN (43 "H x 6.5 "W x 8 "D) (2) 1 -5/8" Platform AT &T 80' -0" (6) SP 9014 -DIN (42 "H x 4.5 "W x 4.25 "D) (6) 1 -5/8" - Future Antennas Page 2 April 3, 2001 01 -EN -4162 *All Tx- Lines, for Existing, Proposed and Future antennas, were assumed to be inside the pole. ANALYSIS The analysis was performed using a comprehensive computer program. Detailed computer output is on file at our Seattle, Washington office. As per the requirements of TIA/EIA- 222 -F, the following loading condition was considered: 1 -Dead load and full wind load with no ice load on the tower, antennas, or TX- lines. 2 -Dead load and 75% of full wind load with ice load on the tower, antennas, or TX- lines. ANALYSIS RESULTS The following stress levels and performance characteristics were obtained under maximum design loading conditions: 60.0ft - 32% capacity 40.0ft - 33% capacity 20.0ft - 37% capacity Base - 42% capacity BASE PLATE & ANCHOR BOLTS Base plate and Anchor bolts are adequate to resist the new loading. c.,..,.., i..,....:., c.: zr•:: a` v w: t: i::} ��_ m,. s... k. �u_. L:,' tv�: s+ J.` I FOUNDATIONS Base Loads - 1341.82 Ft -Kips Moment 18.38 Kips Shear 23.81 Kips Axial * Foundation is adequate to resist the new loading. CONCLUSION The existing 125 -ft monopole will conform to the requirements of TIA/EIA -222 -F for 80 -MPH wind speed and 1/2" radial ice, with the required antenna load. SPECTRASITE COMMUNICATIONS Mary M. Salama Design Engineer 1 1 EXPIRES 5/1910 S 04 -03 -2001 P02 :49 Page 3 April 3, 2001 01 -EN -4162 Matthew (Maged)Abdel Messih Director of Engineering .,._ .�: _. ...... ". r.: r,,.E'' s «. x.i._t: �.a,... ..�•'?.? ...?.. yu.,� t, i..� "..». i;. �1i;: n6: v,:. il+: :tb$a:..aa;uu:...:;..'axu,,:... NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997-1999 TowerSoft, Windsor, Ontario. Customer: TRK ENGINEERING LTD Project: 01-EN-4162 (WA-0233) Site : HWY99 & HWY599 WA Contract: CHRIS BARRETT Engineer: MARY File: C:\Program Files\TSPole\2001\01-4162 (WA-0233) Sct. Length Overlap Top Dia. Sot Dia. Thick. (ft) (ft) (in) (in) (in) 1 49.65 5.63 38.77 53.00 0.3750 2 45.92 4.21 27.68 40.84 0.3125 3 35.10 0.00 19.50 29.21 0.2500 1 0.83 Download (Kips) Shear (Kips) Moment (Kipsft) MAXIMUM BASE REACTIONS Bare 2.38E+01 1.84E+01 1.34E+03 Iced 2.98E+01 1.46E+01 1.10E+03 TRK ENGINEERING LTD Project: 01-EN-4162 (WA-0233) Drawn by Date DESIGN SPECIFICATION Design Standard: EIA-222-F Wind speed = 80.00 (mph) Ice thickness = 0.50 (in) .tsp SCALE N.T.S. DRAWING NO. Rev. 1 „ TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:04 PM Engineer: MARY Section A: PROJECT DATA Project Title: Customer Name: Site Name: Contract No.: Revision: Engineer: Date: Time: Design Standard: Wind speed: Ice thickness: Wind directions: Elev. above ground: Wind pressure reduction for iced conditions: Material Density: Young's Modulus: Poisson Ratio: 01 -EN -4162 (WA -0233) TRK ENGINEERING LTD HWY99 &HWY599 WA CHRIS BARRETT 1 MARY Apr 3 2001 12:00:10 PM EIA -222 -F 80.00 (mph) 0.50 (in) 12 0.00 (ft) 0.75 490.1(lbs /ft ^3) 29000.0 (ksi) 0.3 Page A 1 _ �. �ct W J U U) W = W ° • r . g � • W Z � I- O Z W U • o 0 W U1 H U .Z. W U W . O z TS POLE - v 2.1 Monopole Analysis Program Licensed to: Spectrasite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out I Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:04 PM Engineer: MARY Section B: POLE GEOMETRY Total Height (ft) 120.83 Bottom Diameter (in) 53.00 Top Diameter (in) 19.50 Sect. No Length Overlap Bot Dia. Top Dia. Thick. Sides Yield Stress Mass (ft) (ft) (in) (in) (in) (ksi) (lbs) 1 49.65 5.63 53.00 38.77 0.3750 12 -sided 65.0 9051.4 2 45.92 4.21 40.84 27.68 0.3125 12 -sided 65.0 5203.4 3 35.10 0.00 29.21 19.50 0.2500 12 -sided 65.0 2259.3 Page B 1 Z 1- * a , W J V U O. • O W I Q LL W O. LL to d = W I- _: Z F.. ; I- O Z I- 2 ?, 0 'O -I 0 I- W H U : u Z 0 N . Z ' /•^% File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:05 PM Engineer: MARY TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. Section C: ANTENNA DATA No. Elev. Type /Catalogue Azimuth Radius Orient. TxLine No.of (ft) (ft) Type TxLines 1 20.00 PL2 with radome 0.00 1.14 0.00 LDF5P -50A 1 Page C 1 Z W 6 J U' U 0 : N 0 : • LU, J =. . W a J N • 0 = W = Z I- O Z F—, U 0 1-. •20 H� . W H � O Z do'\ . File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:06 PM Engineer: MARY TS POLE - v 2.1 Monopole Analysis Program Licensed to: Spectrasite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. Section D: TRANSMISSION LINE DATA Transmission Lines Position Page D 1 No. Bot El Top El Desc. Radius Az. Orient. No. Shielded Antenna (ft) (ft) (ft) 1 10.00 123.00 LDF5P -50A 0.00 0.00 0.00 9 Yes 2 10.00 113.00 LDF7P -50A 0.00 0.00 0.00 1 Yes 3 10.00 80.00 LDF7P -50A 0.00 0.00 0.00 12 Yes 4 10.00 20.00 LDF5P -50A 0.00 0.00 0.00 1 Yes PL2 Transmission Lines Details No. Desc. Width Depth Unit Mass (in) (in) (lb /ft) 1 LDF5P -50A 1.10 1.10 0.33 2 LDF7P -50A 2.01 2.01 0.92 3 LDF7P -50A 2.01 2.01 0.92 4 LDF5P -50A 1.10 1.10 0.33 TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: O1 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12 :26:07 PM Engineer: MARY Section F: POINT LOAD DATA No. Elev. Radius Az. Bare Area Iced Area Bare Wt. Iced Wt. (ft) (ft) (ft ^2) (ft ^2) (kips) (kips) 1 123.00 0.00 0.0 75.11 86.65 2.68 3.89 2 113.00 0.00 0.0 6.73 8.59 0.15 0.30 3 80.00 0.00 0.0 76.88 89.86 2.72 3.94 Page F 1 Z J U' 00 N 0, t!) W W J H _ M L` W 0 = I F-. _ Z � )— 0 Z H. 0 to IU . 0 . Z . W U =` 0 ~' Z r° - "'1, File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out } Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:08 PM Engineer: MARY TS POLE - v 2.1 Monopole Analysis Program Licensed to: Spectrasite Communications, Seattle, WA (c) 1997 -1999 Towersoft, Windsor, Ontario. Section L: STRENGTH ASSESSMENT DATA Load Combination Wind Only Elev. Bending Stress (ft) (ksi) 120.83 1.10E +00 113.81 4.28E +00 113.81 4.28E +00 106.79 7.05E +00 106.79 7.05E+00 99.77 9.35E +00 99.77 9.35E +00 92.75 1.13E +01 92.75 1.13E +01 85.73 1.30E +01 85.73 1.04E +01 77.39 1.24E +01 77.39 1.24E +01 69.05 1.46E +01 69.05 1.46E +01 60.70 1.63E +01 60.70 1.63E+01 52.36 1.78E +01 52.36 1.78E +01 44.02 1.94E +01 44.02 1.63E +01 35.22 1.72E +01 35.22 1.72E +01 26.41 1.79E +01 26.41 1.79E +01 17.61 1.86E +01 17.61 1.86E +01 8.80 1.91E +01 8.80 1.91E +01 0.00 1.96E +01 Load Combination Elev. (ft) 120.83 113.81 113.81 106.79 106.79 99.77 99.77 92.75 92.75 85.73 85.73 77.39 77.39 69.05 69.05 60.70 60.70 52.36 52.36 44.02 44.02 35.22 35.22 26.41 26.41 17.61 17.61 8.80 8.80 0.00 Bending Stress (ksi) 9.55E -01 3.74E +00 3.74E+00 6.14E +00 6.14E +00 8.09E +00 8.09E +00 9.70E +00 9.70E +00 1.11E +01 8.90E +00 1.05E +01 1.05E +01 1.23E +01 1.23E +01 1.37E +01 1.37E +01 1.49E +01 1.49E +01 1.62E +01 1.36E +01 1.43E +01 1.43E +01 1.48E +01 1.48E +01 1.53E +01 1.53E +01 1.57E +01 1.57E +01 1.61E +01 Axial Shear Total Stress Stress Stress (ksi) (ksi) (ksi) 1.88E -01 2.16E -01 1.34E +00 5.20E +01 1.71E -01 1.96E -01 4.47E +00 5.20E +01 2.04E -01 2.41E -01 4.51E +00 5.20E +01 1.87E -01 2.20E -01 7.25E +00 5.20E +01 2.13E -01 2.52E -01 7.27E +00 5.20E +01 1.96E -01 2.32E -01 9.55E +00 5.20E +01 2.22E -01 2.62E -01 9.58E +00 5.20E +01 2.06E -01 2.43E -01 1.15E +01 5.20E+01 2.31E -01 2.72E -01 1.15E +01 5.20E +01 2.15E -01 2.53E -01 1.32E +01 5.20E +01 2.35E -01 2.58E -01 1.07E +01 5.20E +01 2.19E -01 2.41E -01 1.26E +01 5.20E +01 3.18E -01 3.28E -01 1.27E +01 5.20E +01 2.96E -01 3.05E -01 1.49E +01 5.20E +01 3.28E -01 3.30E -01 1.49E +01 5.20E +01 3.06E -01 3.08E -01 1.67E +01 5.20E +01 3.38E -01 3.32E -01 1.67E +01 5.20E +01 3.16E -01 3.11E -01 1.81E +01 5.11E +01 3.48E -01 3.34E -01 1.81E +01 5.11E +01 3.31E -01 3.18E -01 1.98E +01 4.98E +01 3.16E -01 2.84E -01 1.66E +01 5.20E +01 2.97E -01 2.67E -01 1.75E +01 5.20E +01 3.39E -01 2.86E -01 1.75E +01 5.20E +01 3.20E -01 2.70E -01 1.83E +01 5.15E +01 3.53E -01 2.88E -01 1.83E +01 5.15E +01 3.34E -01 2.73E -01 1.89E +01 5.01E +01 3.66E -01 2.92E -01 1.89E +01 5.01E+01 3.48E -01 2.77E -01 1.95E +01 4.87E +01 3.79E -01 2.95E -01 1.95E +01 4.87E +01 3.61E -01 2.81E -01 2.00E +01 4.73E +01 Wind and Ice Axial Shear Total Stress Stress Stress (ksi) (ksi) (ksi) 2.70E -01 1.85E -01 1.27E +00 2.45E -01 1.68E -01 4.00E +00 2.92E -01 2.04E -01 4.05E +00 2.67E -01 1.87E -01 6.41E +00 3.00E -01 2.11E -01 6.45E +00 2.77E -01 1.95E -01 8.37E +00 3.08E -01 2.17E -01 8.40E +00 2.86E -01 2.01E -01 9.99E +00 3.16E -01 2.23E -01 1.00E +01 2.95E -01 2.08E -01 1.14E +01 3.17E -01 2.11E -01 9.23E+00 2.96E -01 1.97E -01 1.08E +01 4.30E -01 2.71E -01 1.09E +01 3.99E -01 2.52E -01 1.27E +01 4.40E -01 2.70E -01 1.28E +01 4.11E -01 2.52E -01 1.42E +01 4.51E -01 2.70E -01 1.42E +01 4.23E -01 2.53E -01 1.53E +01 4.63E -01 2.71E -01 1.54E +01 4.40E -01 2.58E -01 1.67E+01 4.14E -01 2.29E -01 1.40E +01 3.89E -01 2.16E -01 1.47E +01 4.38E -01 2.29E -01 1.47E +01 4.13E -01. 2.16E -01 1.53E +01 4.52E -01 2.30E -01 1.53E +01 4.28E -01 2.18E -01 1.57E +01 4.66E -01 2.32E -01 1.58E +01 4.43E -01 2.21E -01 1.62E +01 4.77E -01 2.34E -01 1.62E +01 4.54E -01 2.23E -01 1.65E +01 Allowable Assess. Stress (ksi) .026 . 086 . 087 .139 .140 .184 .184 .221 . 222 .254 .205 .243 .245 .286 .287 .320 .321 .354 . 355 .397 .319 .336 .337 .354 . 355 . 377 . 378 .400 .401 .423 Allowable Assess. Stress (ksi) Page L 1 = •4;tux >. : r..rurlu.:w.:..3;i+�.ww,: 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.20E +01 5.11E +01 5.11E +01 4.98E +01 5.20E +01 5.20E +01 5.20E +01 5.15E +01 5.15E +01 5.01E +01 5.01E +01 4.87E +01 4.87E +01 4.73E +01 .024 .077 .078 .123 .124 . 161 . 162 .192 .193 .218 .177 .208 .210 .244 .245 .272 .273 .300 .301 .334 .269 .282 .283 .296 .297 . 314 . 315 .332 .333 .349 TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: O1 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:08 PM Engineer: MARY Section L: STRENGTH ASSESSMENT DATA Page L 2 TS POLE - v 2.1 Monopole Analysis Program Licensed to: SpectraSite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. File: C: \Program Files \TSPole \2001 \01 -4162 (WA- 0233).out Contract: CHRIS BARRETT Revision: 1 Project: 01 -EN -4162 (WA -0233) Site: HWY99 & HWY599 WA Date and Time: 4/3/01 12:26:09 PM Engineer: MARY Section M: SECTION PROPERTIES DATA Elev. Diam. Width Thick. W/t Area S (ft) (in) (in) (in) (in ^2) (in03) 120.8 19.5 4.7 .250 18.9 15.5 7.3E +01 113.8 21.4 5.2 .250 21.0 17.0 8.8E +01 113.8 21.4 5.2 .250 21.0 17.0 8.8E +01 106.8 23.4 5.8 .250 23.1 18.6 1.1E +02 106.8 23.4 '5.8 .250 23.1 18.6 1.1E +02 99.8 25.3 6.3 .250 25.1 20.2 1.2E +02 99.8 25.3 6.3 .250 25.1 20.2 1.2E +02 92.7 27.3 6.8 .250 27.2 21.7 1.4E +02 92.7 27.3 6.8 .250 27.2 21.7 1.4E +02 85.7 29.2 7.3 .250 29.3 23.3 1.7E +02 85.7 29.2 7.2 .313 23.0 29.0 2.1E +02 77.4 31.3 7.8 .313 24.8 31.1 2.4E +02 77.4 31.3 7.8 .313 24.8 31.1 2.4E +02 69.0 33.7 8.4 .313 26.9 33.5 2.7E +02 69.0 33.7 8.4 .313 26.9 33.5 2.7E +02 60.7 36.1 9.0 .313 28.9 35.9 3.1E +02 60.7 36.1 9.0 .313 28.9 35.9 3.1E +02 52.4 38.4 9.7 .313 31.0 38.3 3.6E +02 52.4 38.4 9.7 .313 31.0 38.3 3.6E +02 44.0 40.4 10.2 .313 32.6 40.3 4.0E +02 44.0 40.4 10.1 .375 26.9 48.2 4.7E +02 35.2 42.9 10.7 .375 28.7 51.3 5.3E +02 35.2 42.9 10.7 .375 28.7 51.3 5.3E +02 26.4 45.4 11.4 .375 30.5 54.3 6.0E +02 26.4 45.4 11.4 .375 30.5 54.3 6.0E +02 17.6 48.0 12.1 .375 32.3 57.4 6.7E +02 17.6 48.0 12.1 .375 32.3 57.4 6.7E +02 8.8 50.5 12.8 .375 34.1 60.4 7.4E +02 8.8 50.5 12.8 .375 34.1 60.4 7.4E +02 0.0 53.0 13.5 .375 35.9 63.5 8.2E +02 04 -03 -2001 P02 :49 Page M 1 TS POLE - v 2.1 Monopole Analysis Program Licensed to: Spectrasite Communications, Seattle, WA (c) 1997 -1999 TowerSoft, Windsor, Ontario. Project: O1 -EN -4162 (WA -0233) Site : HWY99 & HWY599 WA Contract: CHRIS BARRETT Engineer: MARY BASE PLATE DETAILS Maximum base reactions Axial Load (Kips) = 23.81 Shear Load (Kips) = 18.38 Bending Moment (Kipsft) Torque ( Kipsft) Bolt Data No of bolts = 16 Grade = A615 Gr.75 Size = 2 1/4 in Shear Load (Kips) = 1.15 Axial Load (Kips) = 66.41 Shear Cap. (Kips) = 116.37 Axial Cap. (Kips) = 174.56 Assessment Ratio = 0.38 Allow. Stress Increase 1.33 Plate Data = 1341.82 = 0.08 Thickness (in) = 2.000 Grade = A572 Gr.60 Max. Stress (ksi) = 43.1 Allow. Stress (ksi) = 52.7 Assessment Ratio = 0.82 Allow. Stress Increase 1.33 } Bolts spacing dia. = 62.000 Inside Di 45.000 Pole Dia.= 53.000 Outside Dia.= 68.000 } } } • .., t' n...>..-....... n...... u-:.... wz. n:. u: a... ta. ww�. y. L, ��.z.: »:.u.-S1k4's::i's•u.a�4., ,�i.u`i: CAISSON Version 2.3 Tue Apr 03 12:05:07 2001 WesTower ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * r * FOUNDATIONS ANALYSIS AND DESIGN - (C) 1995, POWER LINE SYSTEMS, INC.* * ********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * ** ANALYSIS IDENTIFICATION : 125' Monopole, (SC -78C) Hwy99& Hwy599, WA NOTES : 01 -EN -4162 (WA -0233) * ** PIER PROPERTIES CONCRETE STRENGTH (ksi) = 4.00 STEEL STRENGTH (ksi) = 60.00 DIAMETER (ft) = 7.000 DISTANCE FROM TOP OF PIER TO GROUND LEVEL (ft) = 1.00 * ** SOIL PROPERTIES LAYER TYPE THICKNESS DEPTH AT TOP OF LAYER DENSITY CU KP PHI (ft) (ft) (pcf) (psf) (degrees) 1 S 6.00 0.00 130.0 3.255 32.00 2 S 5.00 6.00 53.0 2.561 26.00 3 S 4.00 11.00 63.0 3.255 32.00 4 S 3.00 15.00 160.0 7.549 50.00 * ** DESIGN (FACTORED) LOADS AT TOP OF PIER MOMENT (ft -k) = 2012.7 VERTICAL (k) = 35.7 SHEAR (k) = 27.6 ADDITIONAL SAFETY FACTOR AGAINST SOIL FAILURE = 1.33 * ** CALCULATED PIER LENGTH (ft) = 17.000 * ** CHECK OF SOILS PROPERTIES AND ULTIMATE RESISTING FORCES ALONG PIER TYPE TOP OF LAYER BELOW TOP OF PIER THICKNESS DENSITY CU KP FORCE ARM (ft) (ft) (pcf) (psf) (k) (ft) S 1.00 6.00 130.0 3.255 159.93 5.00 S 7.00 5.00 53.0 2.561 245.38 9.62 S 12.00 1.16 63.0 3.255 85.37 12.58 S 13.16 2.84 63.0 3.255 - 234.76 14.61 S 16.00 1.00 160.0 7.549 - 218.28 16.51 * ** SHEAR AND MOMENTS ALONG PIER DISTANCE BELOW TOP OF PIER (ft) 0.00 1.70 3.40 5.10 6.80 8.50 10.20 11.90 13.60 15.30 17.00 WITH THE ADDITIONAL SAFETY FACTOR SHEAR (k) MOMENT (ft -k) 37.6 35.5 12.0 -37.0 -111.8 - 188.4 - 271.1 - 362.1 - 418.6 - 279.3 -0.0 2799.6 2863.0 2907.0 2889.4 2766.5 2510.9 2121.4 1584.4 880.5 285.5 0.0 * ** TOTAL REINFORCEMENT PCT = 0.42 REINFORCEMENT AREA (in ^2) = 23.28 * ** USABLE AXIAL CAP. (k) = 35.7 USABLE MOMENT CAP. (ft -k) = 3685.2 * ** US Standard Re -Bars 117 BARS #4 (AREA = 0.20 in ^2 DIA = 0.500 in) AT SPACING (in) = 1.99 76 BARS #5 (AREA = 0.31 in ^2 DIA = 0.625 in) AT SPACING (in) = 3.06 53 BARS #6 (AREA = 0.44 in ^2 DIA = 0.750 in) AT SPACING (in) = 4.39 39 BARS #7 (AREA = 0.60 in ^2 DIA = 0.875 in) AT SPACING (in) = 5.96 30 BARS #8 (AREA = 0.79 in ^2 DIA = 1.000 in) AT SPACING (in) = 7.75 24 BARS #9 (AREA = 1.00 in ^2 DIA = 1.128 in) AT SPACING (in) = 9.69 19 BARS #10 (AREA = 1.27 in ^2 DIA = 1.270 in) AT SPACING (in) = 12.24 15 BARS #11 (AREA = 1.56 in ^2 DIA = 1.410 in) AT SPACING (in) = 15.50 11 BARS #14 (AREA = 2.25 in ^2 DIA = 1.693 in) AT SPACING (in) = 21.13 WITHOUT ADDITIONAL SAFETY FACTOR SHEAR (k) MOMENT (ft -k) 28.3 2104.9 26.7 2152.7 9.1 2185.7 -27.9 2172.5 -84.1 2080.1 -141.7 1887.9 - 203.9 1595.1 - 272.2 1191.3 - 314.8 662.0 - 210.0 214.7 -0.0 0.0 * ** PRESSURE UNDER CAISSON DUE TO DESIGN AXIAL LOAD (psf) = 928.0 Page 1/1 04/03/01 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 12:25:49 Licensed to: spectrasite communication, seattle, wa 0000000 00000 00000 00000 00000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0000000 00 00 00 00 0000000 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00000 00 00 00000 00000 00000 (TM) Computer program for the Strength Design of Reinforced Concrete Sections Licensee stated above acknowledges that Portland Cement Association (PCA) is not and cannot be responsible for either the accuracy or adequacy of the material supplied as input for processing by the . PCACOL(tm) computer program. Furthermore, PCA neither makes any warranty expressed nor implied with respect to the correctness of the output prepared by the PCACOL(tm) program. Although PCA has endeavored to produce PCACOL(tm) error free, the program is not and can't be certified infallible. The final and only responsibility for analysis, design and engineering documents is the licensees. Accordingly, PCA disclaims all responsibility in contract, negligence or other tort for any analysis, design or engineering documents prepared in connection with the use of the PCACOL(tm) program. 04/03/01 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 2 12:25:49 Licensed to: spectrasite communication, seattle, wa General Information: File Name: C: \PROGRA- 1 \PCACOL \DATA \01- 4162.COL Project: Code: ACI 318 -89 Column: Units: US in -lbs Engineer: Date: 04/03/01 Time: 09:36:12 Run Option: Investigation Short (nonslender) column w Run Axis: X -axis Column Type: Structural 6 = JU Material Properties: U 0 ' f'c = 4 ksi fy = 60 ksi E c = 3834.25 ksi Es = 29000 ksi mu_ fc = 3.4 ksi erup = 0 in /in w O. eu = 0.003 in /in g Stress Profile: Block Betal = 0.85 u. Q = d. w _. Circular: Diameter = 84 in 1- O Z I- Gross section area, Ag = 5541.77 in ^2 ? Q . Ix = 2.44392e +006 in ^4 Xo = 0 in Iy = 2.44392e +006 in ^4 Yo = 0 in 0 H w w Z U c O H z Geometry: Reinforcement: Rebar Database: ASTM Size Diam Area Size Diam Area Size Diam Area 3 0.38 0.11 4 0.50 0.20 5 0.63 0.31 6 0.75 0.44 7 0.88 0.60 8 1.00 0.79 9 1.13 1.00 10 1.27 1.27 11 1.41 1.56 14 1.69 2.25 18 2.26 4.00 Confinement: Tied; phi(c) = 0.7, phi(b) = 0.9, a = 0.8 #3 ties with #10 bars, #4 with larger bars. Layout: Circular Pattern: All Sides Equal [Cover to transverse reinforcement (ties)] Total steel area, As = 28.08 in ^2 at 0.51% 18 - #11 Cover = 4 in 04/03/01 PCACOL(tm)V2.30 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 12:25:49 Licensed to: spectrasite communication, seattle, wa Pt. 1 Applied Loads P Mx (kips) (ft -k) 36 2013 Computed P (kips) 81 Strength Mx (ft -k) 4688 Program completed as requested! Computed/ Applied Ray length 2.329 z w O 0 'U) w W 2 J fn LL, w 0. J u_ =a � Z �.. ►- 0: Z uf w Uo , ,O N = 0. LL O .. Z` W - = . :0 - ~. z 84.0 inch diam. f'c = 4.0 ksi fy = 60.0 ksi Confinement: Tied clr cover = 4.50 in spacing = 11.37 in '1- #11 at 0.51% As / = 28 in ^2 Ix = 2443920 in ^4 Iy = 2443920 in ^4 Xo = 0.00 in Yo = 0.00 in Q 1993 PCA P n k i P s 14302 —. 11447 -1516 PCACOL V2.30 11580 OMnx (ft -k) Licensed To: spectrasite communication, seattle, wa File name: C: \PROGRA- 1 \PCACOL \DATA \01- 4162.COL Project: Column Id: Engineer: Date: 04/03/01 Code: ACI 318 -89 in -lb Time: 09:36:12 X -axis slenderness is not considered. Material Properties: Ec = 3834 ksi fc = 3.40 ksi Betal = 0.85 Stress Profile: Block phi(c) = 0.70, phi(b) = 0.90 eu = 0.003 in /in Es = 29000 ksi NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. ow • cD • • 0 !wok CJ‘) 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. Telecommunications, White Paper • Small Size • Aesthetically Pleasing • Suitable For TDMAJCDMA/GSM • High Return Loss • Low Intermodulation • High Front -To -Back (FTB) Ratio • Side Lobe Suppression • Broadbanded • Sturdy Design • Down -Tilt Brackets Included ELECTRICAL, SPECIFICATIONS FEATURE MECHANICAL SPECIFICATIONS Sweilcom ALP -E 9011 -Din Frequency Range: Impedance: Connector Type: Return Loss: Polarization: Gain: Front -To -Back Ratio: Upper Side Lobe Suppression: Intermodulation (2x25W): Power Rating: H -Plane ( -3 dB Point): V -Plane ( -3 dB Point): Lightning Protection: Antennas 800 - 900 MHZ ENHANCED LOG - PERIODIC ANTENNA ALP -E 9011 -Din antenna PDF (which includes patterns and tabulated data). Adobe® Acrobat® ReaderTM is required to view the "PDF" file. 800 -900 MHz 50 Ohms 7/16 Din 20 dB Vertical 11 dBd >30dB 18 dB 1M3 > 146 dB 1M5 > 153 dB IM7/9 > 163 dB 500 W 85° - 92° 16° - 18° DC Grounded http: / /www.swedcom.com/products /base /alpe9011.html an Y��t �'rMr cs 'x" rn 7 b..x rc^°S4KSn Overall Height: Width: Depth: Weight Including Brackets: 20 lbs. Wind Load Measured Up To:150 mph Wind Area (Side of 2.3 sq. ft Antenna): Lateral Thrust © 113 mph/ 180 Km /h (Worst Case): 112 lbs. Radiating Elements: Aluminum Extrusion: Aluminum Radome: Grey PVC Tilt Brackets: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel 43 in. 6.5 in. 8 in. Page 1 of 1 [1092 mm] [165 mm] [203 mm] [9.1 Kg] [240 Km /h] [0.22 sq. m] [500 N] 4/2/01 Telecommunications, White Paper • Small Size • Aesthetically Pleasing • Suitable For TDMA/CDMA/GSM • High Return Loss • Low Intermodulation • High Front -To -Back (FTB) Ratio • Side Lobe Suppression • Broadbanded • Sturdy Design • Down -Tilt Brackets Included ELECTRICAL SPECIFICATIONS $wedcom SC 9012 -Din Frequency Range: Impedance: Connector Type: Return Loss: Polarization: Gain: Front -To -Back Ratio: Upper Side Lobe Suppression: Intermodulation (2x25W): Power Rating: H -Plane ( -3 dB Point): V -Plane ( -3 dB Point): Lightning Protection: http: / /www.swedcom.com/products /base /sc9012.html Antennas 800 - 900 MHZ ENHANCED LOG - PERIODIC ANTENNA MtrATIVI SC 9012 -Din antenna PDF (which includes patterns and tabulated data). Adobe® Acrobat® ReaderTM is required to view the "PDF" file. 800 -900 MHz 50 Ohms 7/16 Din 20 dB Vertical 12 dBd >30dB 18 dB IM3 > 146 dB IM5 >153dB IM7/9 >163dB 500 W 85° - 92° 16° - 18° DC Grounded Overall Height: Width: Depth: Weight Including Brackets: Wind Load Measured Up To:150 mph Wind Area (Side of Antenna): Lateral Thrust @ 113 mph/ 112 lbs. 180 Km /h (Worst Case): Radiating Elements: Aluminum Extrusion: Aluminum Radome: Grey PVC Tilt Brackets: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel 43 in. [1092 mm] 6.5 in. [165 mm] 8 in. [203 mm] 20 lbs. [9.1 Kg] [240 Km/h] 2.3 sq. ft [0.22 sq. m] Page 1 of 1 [500 N] 4/2/01 Telecommunications, White Papers Sweficom Antennas SP 9014 -Din antenna PDF (which includes patterns and tabulated data). Adobe® Acrobat® Reader"' is required to view the "PDF" file. SP 9014 -Din 1850 - 1990 MHZ ANTENNA • Small Size • Aesthetically Pleasing • Suitable For TDMA/CDMA/GSM • High Return Loss • Low Intermodulation • High Front -To -Back (FTB) Ratio • Side Lobe Suppression • Broadbanded • Sturdy Design • Down -Tilt Brackets Included ELECTRICAL :.SPECIFICATIONS Frequency Range: Impedance: Connector Type: Return Loss: Polarization: Gain: Upper Side Lobe Suppression: Front -To -Back Ratio: Intermodulation (2x25W): Power Rating: H -Plane ( -3 dB Point): V -Plane ( -3 dB Point): Lightning Protection: 1850 - 1990 MHz 50 Ohms 7/16 Din 20 dB Vertical 14 dBd 18 dB >25dB IM3 > 146 dB IM5 > 153 dB IM7 /9 > 163 dB 300 W 84° - 88° 7° - 9° DC Grounded Overall Height: 42 in. [1067 mm] Width: 4.5 in. [114 mm] Depth: 4.25 in. [108 mm] Weight Including Brackets: 16 lbs. [7.3 Kg] Wind Load Measured Up To:150 mph [240 Km/h] Wind Area (Side of 1.33 sq. ft [0.12 sq. m] Antenna): Lateral Thrust © 113 mph/ 68 lbs. [304 N] 180 Km /h (Worst Case): Radiating Elements: PCB Extrusion: Aluminum Radome: Grey PVC Tilt Brackets: Hot Dip Galvanized Steel Antenna Bolts: Stainless Steel TERIA EATURES • MECHANICAL SPECIFICATIONS http: / /www.swedcom.com /products /base /sp9014.html Page 1 of 1 4/2/01 •-■": 1.1 0 I kJ LI Li I I NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. "1 Z ~ - U 0 co 0 U) W W = U) u W Q , LL 4 co = W Z F- I- O ZI- W • W � D U O - 0 1- W w - LL O Z W U = � O Z NIX. m < • H Z cc 2 __i O 0 ° 0W LLI F- • u_ w 0 < re — < I W Z i- 0 Z W • u) O — • H I W (..) • — — 0 . Z 1 O — 0 F- Z Z O rrn Z•• o-7 m m m ( o 0 c g rn -� O -{ =z m r� om m cn v ci ) 0 C � g Z • H • D Z • �-. AL., • nnot i lILILI II NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. .....,..,.a;wy_t�i sr.' �e,*; i7�'`; a. y?t� ;- %'�t*itr�.• ,... ,. ..., ,a.�,.,�... . _ NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALiTY OF THE DOCUMENT. 'Be • ora Ritter - sa • ey riverton Page.. From: To: Date: Subject: Ryan Partee Deborah Ritter 4/23/01 4:21 PM sabey riverton It does not appear that they have included the section of stream that have a formal memo out to you and Steve sometime tomorrow. My main issues are the maintenance of the existing on site sediment between drawing sheets 3 and 4 to the west of the 21 -03 building. Ryan I spoke to you about earlier. I should pond and the repair of the firelane re 2 6 J U 0 co CI 00 LO w J I U) u, uj 0. g co 3 I Z � I— 0 Z I- 2 p U co. 0 I— W W 0 L O Z U ) H O Z p City of Tukwila Department of Community Development Steve Lancaster, Director , 2001 w 6 U 00 J = CO u_ ° 2 gQ = a w z _. 1— O z I— w We have reviewed your revised Wetland and Stream Delineation Report (updated April 16, 2001) that was submitted to us in connection with the above - referenced files. Certain additional information is needed from 0 to you to ensure that the project meets the substantive requirements of the City and to complete our review o '— process. = w F-- SENSITIVE AREAS ORDINANCE COMMENTS u' O .Z w -= 0 We have identified the following deficiencies in the Wetland and Stream Delineation and Mitigation Report, Z prepared by Altmann Oliver Associates LLC, dated October 17, 2000 and revised April 16, 2001. Please make the following corrections: Ralph Hagler Vice President, Development & Government Affairs Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: Dear Ralph: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission - Director) E2000 -033 (SEPA) Watercourses and Wetlands Steven M. Mullet, Mayor 1. Stream D is a Type 2 watercourse requiring a 35 foot buffer. The buffer of Stream D contains slopes greatly exceeding 20 %. Per TMC 18.45.040(C)(4)(a), buffers containing slopes 20% or greater may not be reduced. As we indicated in our March 29, 2001 letter to you, the entire 35 foot buffer must be shown. Plan Sheet W1.1, submitted on April 17th, shows a truncated buffer at the point in which Stream D leaves the underground pipe and flows downward to the east. As I explained during our April 18th meeting, the buffer must be measured radially in all directions from this outfall point to a distance of 35 feet. As a result, the buffer must be extended and rounded at its western edge. 2. Under your proposal, all new construction will occur outside the 50 foot buffer of Wetland A (labeled as "Area A" on Plan Sheet B1.0). For this reason, the enhancement of Area A is not required by code and a security device will not be required. 3. Riverton Creek is a Type 2 watercourse, only requiring a 35 foot buffer. The restoration of "Area B" (as shown on Plan Sheet B1.0) only affects a portion of that required buffer. Only that portion of Area B that is located within the Creek's 35 foot buffer will require a security device. This security device (covering implementation, maintenance and monitoring) may be incorporated into 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Ralph Hagler April 20, 2001 Page 2 z that required for the enhancement of Riverton Creek. This bond will be required prior to issuance of the land altering permits (MI01 -019 and MI2000 -236). : I w 4. "Area C" (shown on Plan Sheet B1.0), indicates that a dispersion trench will be placed in the 6 v buffer of Wetland E, a Type 3 wetland. Per TMC 18.45.080(C)(1)(b) and TMC 18.45.080(C)(2)(a), 0 CO o alteration of a Type 3 wetland buffer requires the permission of the Director of Community w= Development. Although you have provided plans illustrating the alteration and mitigation proposed, you have not provided a narrative nor have you requested approval of your plan. co u_ Please submit this narrative and approval request as soon as possible. . w O 2 No land altering or further disturbance may occur on the site until the Director of Community Development has formally approved your proposal for work in the buffer of Wetland E (labeled c "Area C"). Prior to issuance of the land altering permits (MI01 -019 and MI2000 -236) you must = W submit a security device (in form and content acceptable to the City Attorney) to guarantee Z x performance, monitoring and maintenance requirements as they pertain to the restoration of Area O C. If you wish, the security device for Area C may be incorporated into that required for the z t— enhancement of Riverton Creek. 5. Section 7 of the wetland report describes "Wetland and Stream Mitigation ". Section 8 of the . — wetland report describes "Maintenance and Contingency Plan for Mitigation Area ". Please rn provide a letter amendment to the report affirming that Sections 7 and 8 of the report also apply to = w the restoration of Areas A, B, and C (as illustrated on Plan Sheet B1.0). U— . L- O ADDITIONAL COMMENTS iui co U =: Your Special Permission — Director application as well as your revisions to the SEPA checklist are now in z technical review. We hope to have all departmental comments on these files to you by the end of next week. Some of these comments may be discussed during our upcoming meeting with you on April 25th. In the meantime, please provide us with the requested information in Items 1 through 5 above at your earliest possible convenience. If you have any questions regarding these requirements, please contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner Attachments cc: Mike Cusick, Associate Engineer Ryan Partee, Fisheries Biologist Gary Schulz, Urban Environmentalist i k =C;s.3:^.fs s. a.. ��.: r.: i.'; t�xti+ ��.:.. .:�.... ...............«.....us. w w . 7." • ' • • • 34 : ,i3PI i• "3:••••" 1 • 1 . ' ..... .......... ...... : • . : .. • • • • • • • . • t • ., • . . El4HANZEMEI.IT — AREA E.. EtootANZEMCIJT • , .—PROFCEEP ET.REAH--. RIVERTON CREEL: PROPOEED i•TREAr.1— . .. ... mos r oot . : 2"";""' olosoon.. . ... N • oreg 4•4••■•••1) t). , o • • • 1 ;‘:" ;. •-• • : • • ; • •0,.. WATtR.: >LYRE—. p' • • fin ot0 • I i.•'. ?:. I 1 1:: • . • volt 3,111'440 3. i • • • • • I • • • • 'too .101 • • • I I.:: • k • —7-1 '•••• • I i • i • : • '• • ...,...."• •in I I ; • , . . • • • ..—PROFOiED EVIVER • i / REcr:fp. . : \ • PRCP6SED — FEi•TCSATION 4,ReA. • —p.m'. te Int pg..1 6i . . . • • • . • 1 . • • • • ....... • ...... . .... • ;:::.•-,■- •• v• ••• • ••••••••:: ••• • • "—. . : ... •-• ........ ---•• , t ...... •••••"' .... „ ... - .. t'• • • •••• . : . . .... . ..... .. , ...... .1.:. ... ....... .. . .. .. ...... .... ...... ...... ....... ... . .. . . • -- , • . • .... • — • . ....... ....... , .. . OVERVIEW PLAN 2 o? 2 r'S'''"'""•••"1--1.— 4 .-t • .. ••••• ..... • I • I.• • 1. :sr . • O • is • •:•••• WI 13 0 ,1 ••••■ < • z • 6 • 00 CD 0 : W: WI u_ 0 2 g u_ < • CS. a z z LLI uj• 1 12 • 1.- ui w • 0 I 0 . z • Cu • o (1) 0 Z •••••• 7:1 OVERVIEW PLAN I 01' 2 o 22 12, • INDEX OP DRAWINSS ..,•17•11.111.147,/ 1110 Oak. P741• 0 ‘: 011 0.117, ttirt.4. • 2 el PO/Lit /171.:■047...101.110,11,41a IMO A... El 1 • Pt .111417. N E20 rIAJIItSi OT.IAL.1.. f:reEtte 14.4107.•77: 0 Cul 1% 0.2 ...E.,. rlo7710, H 41 ill Age43 t. I 4 • (LailiNo ft 41 n nI B3..7 11.4.441 CriAlk 1 flJ.iil K..crtle •i s I i I: I ••• II 1 PROPOSED STREAM,7,..1 Essri-v4Emetrr - ARE A.1 %L... . .. 7.7 H.HE (1441 ••• .f . • , ,.... : ... • .6 , ti , . .....,............,...„, . ,...e...4„....w.... ,,,.. 11114 .• • • • -4 :7;... ' • Lin CF—i 1W t I I I • .. P . — '. -- : F0 . . .......„. ! iii i ,3; i•i'lii:i;;. sSENERAL NOTES L •140.7.d4rE 440 .77.11. L104 LeN07. IV lq• - S.1E171, 01E17 All 1 It L■477( ...tu.tr. Alba:A lto • !Ell • i4 I•Vt1477G0 0V 7.4,10 E.4.715 14. • HE 1.11 ral404.111.2 a. 10o 11.7.4 If 444 1.11.7..., Lair 101114 ler140 40 *INC., Lttie•11. lillo*17:11 rs,7•••••,7 or WO II 44.. NtI7 741..>74.1Ei.11.7. b. ILL 11.11 HEE.. 4A17/11, fOk C141A& 7.n...n.la TO It tilio1/711 CT• 117) lt 41 ICI. • ..... 7. . • • • •• • • ••,. • ..... •.• . ....... ••••• n I , ..... , .• • 1 f ErMAMEMENT - AREA 5 ''''•••••'' .•;;;•• PROPOSED STRE >.7.1.--••• ...' .. ...... . EHRAHLEmETIT - AREA 2 . . 1 •••••,•„1,..... ... ••, , •• • ••• i .m..1770 ma rtiA7.71:::i. ..„ 1...; ..: •:•• 7";"''.. . :, "— , .,..„... ,!!!!:::-::::,::(..:/' ' • : •,'-'..-.:• ••• ;.-57. . . ' ..,,,, ., ..„:. ..... .. ..... — .......... .„_...- 4. ........... .........:::......... . . j ',..:::. ,..F .'.."7: , :.................. x ,..10'::::■••.1 . • . .. • :: ...: ... :... ' • 'f....- ' . l'ir • onsit • `•:„ifa • 7..IETL•kto •"•:• / ,• 101 21471740 • . Ft-zoFc.5ec• euerlia-••• • • • ::•‘• • >•••\\.....: RESTORATIDN - .4 " • " . . 0,0 V Oft i• . • ,. • . ▪ ..... ...... • , . , . . • ..... • ..... .... ...... ......... . •••••••••7 •••••.... •••• e — PR OPO:IED STREAM \ EmSANCEr-ONT - ARCA 17.Ct Ce.....111717 • • , I ...... ' : • ! ! s • ,•••••" • 1 1/11 1711.7, MIL. • .•• . • • ' • • • • ...:•• • • • • • • • • • • • • ' • • • • ....... 1.. , Z 11— Z u- 6 00 LUI U) 0 •U) Q LL w 0 2 < ( F . ul Z F- I— 0 Z uj D0 0 u) c) c) F- LU u j n: () F- u- u), 6 1- z April 19, 2001 Ralph Hagler Sabey Corporation 12201 Tukwila International Blvd., 4th Floor Seattle, Washington 98168 -5121 VIA FAX 206 - 282 -9951 Re: International Corporate Campus East 12600 Tukwila International Blvd. L01 -030 (Special Permission- Director) Riverton Creek Enhancement Dear Ralph: Sincerely, Department of Community Development Steve Lancaster, Director City of Tukwila Gkte_ Deborah Ritter Associate Planner NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor Your Special Permission application has been found to be complete as of April 19, 2001 for the purposes of meeting state mandated time requirements. Essentially, this means that you have supplied the required items listed on the application checklist for this type of permit. We are enclosing three laminated copies of the "Notice of Application" and site map to post on the three notice boards at the site. Please arrange to post the Notices and maps on Wednesday, April 25, 2001. This is the same day that we will be mailing public notice to property owners, tenants and businesses within 500 feet of the project. After you have posted the laminated Notices on the skins, please return the signed and notarized "Affidavit of Installation and Posting" to me. We are about to commence our technical review process, which is the next phase in the processing of your Special Permission application. Although your application has been found to be "complete ", the items you supplied may have to be revised or amended. The City may also require that you submit additional plans and information to ensure the project meets the substantive requirements of the City and to finalize the review process. If you have any questions, please feel free to call me at 206 -431 -3663. cc: Mike Alderson, Assistant Fire Chief Michael Cusick, Associate Engineer, Public Works Ryan Partee, Fisheries Biologist 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 •• �- / 4i' �!+ Iili¢ ti1iti�. i% d:" i. Stia: 5�ub; dh .vr::.uexl- ..�+.- a�..:e3 <.nuara .�,�.n.ix..r.:..�:,.n�„ April 16;2001 e6.0 ALT � LLC � Deborah Ritter, Associate Planner City of Tukwila . Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 AOA -1673 RECEIVED CITY OF TIJKWILA APR 1 7 2001 PERMIT CENTER REFERENCE: International Corporate Campus East - Special Permission Director Dear Ms. Ritter: On behalf of the Corporation, we hereby request special permission from the Department of Community Development for the enhancement of Riverton Creek as described and depicted in the Wetland and Stream Delineation and Mitigation Report (revised April 16, 2001). The enhancement of Riverton Creek is proposed as mitigation for the piping of Swales 1, 2, 3, and 4 as identified in the Wetland Report. _ If -you have any questions regarding this request, please call me at 425 - 333 -4535. Thank you. Sincerely, ALTMANNOLIVER ASSOCIATES, LLC Jo Altmann Ec•Iogist cc: Bob Fadden Errol Garr - Ralph Hagler PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @home.com ...., ,. w... ao:. w.,....:., 4...: r..:. uw...a mw+ r .40 w":::' tiktY,'.d�a'rc«hi:i`ieSi�:i:i':. a, December 13, 2000 U.S. Army Corps of Engineers, Seattle District Regulatory Branch PO Box 3755 Seattle, WA 98104 -2255 To whom it may concern: ALT V1AN OLIVER ASSOCIATES, LAC. ENVIRONMENTAL PlANNING & LANDSCAPE ARCHITECTURE ..• E. SUBJECT: Application for Nationwide Permits 39 and 27 REFERENCE: Sabey Corporation; Intergate Corporate Campus East, Tukwila, WA. RECEIVED CITY OF TUKWILA C 8PY APR 1 7 2001 PERMIT CENTER AOA -1673 On behalf of Mr. Ralph Hagler of the Sabey Corporation, we are submitting this request for a jurisdictional determination on the Intergate Corporate Campus East (ICCE) project located in Tukwila, Washington. The ICCE project requires the piping of four remnant swales within an existing parking lot for a total wetland impact of 1,105 s.f. (anticipated Nationwide Permit 39). This impact is necessary to provide adequate parking for the project. Mitigation for this impact will occur through the enhancement and restoration of Riverton Creek (anticipated NWP 27). Riverton Creek is a tributary to the Green River and flows from south to north along the eastern edge of the project site. To aid in your review of this project we have enclosed: • a completed application for a Department of the Army Permit, • a Wetland and Stream Delineation and Mitigation Report prepared by AOA dated November 27, 2000 (contains two full size overview drawings), • Stream Enhancement Plan (5 full size sheets) prepared by David Evans and Associates, Inc. (plotted November 13, 2000), and • 8 x reductions of all drawings PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @earthlink.net y Corps of Engineers .. December 13, 2000 Page 2 Please let me know when you have scheduled your site visit so that I can arrange to . be present. In the meantime, if you have any questions or require any additional information, please call me at (425) 333 -4535. Thank you for your assistance. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC Jahn Altmann Ecologist Attachments: cc: Ralph Hagler, Sabey Corporation n .a. �.. <.r.:,:a:x+i:}: •r • �G *: Sr »': �. . u:• v- ���r 'a1:rii:W..i::tli��•i;'..t =5v:: ��1.1'i. .: ; .5 ;,'-� z • i• ;�- w. 6 JU UO o: W N LL W LL Q. ici. �- _ Z � Z j i U0 , ;O I0 Z` di • E- C z 5. APPLICANT'S NAME SAB-'' cog.TO',ArZ 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required! AcrvAAN ot.,1t/e_(, Artckx c't'c 6. APPLICANT'S ADDRESS 17. la I T J iG W : L A 1 64.1•Qx -r i c 4. I- SEAT — VLE t le-JA‘ 91(. — 5 12. 1 A TT IJ '. R-AL- P f t 4 A(, tr C (P. .„%,.. i � Li F' t G ` :,t, 9. AGENT'S ADDRESS (IN. Q CSC S ri 2 �p . 1 WA Q$C,IL{ P.- t.) ; 70 •+,r-S A L..Tv"\ Ar.1■-.1 7 APPLICANT'S PHONE NOS. W(AREA CODE . 10. AGENT'S PHONE NOS. W/AREA CODE a. Residence b. Business 3,0 211 . SZI '( a. Residence b. Business y't,S - 333 -`{ s 3 S Public reporting burden for this collection of information is estimated to average 5 hours per response, including the,time for reviewing instructions, searching'e c sour s and maintaining the data needed,'and completing acid reviewing the collection of, information. Send comments regarding this burden e or - any other aspect of this collection of information, including suggestions for reducing this burden, to Department of Defense,•Weshington Headquarters Service Directorate of InforinationOperations' and Reports, 1215 Jefferson Davis'Highwey, Suite 1204. Arlington. VA 22202 - 4302; and to the Office of Management and Budget, Paperwork Reduction Project (0710- 0003),Washington, DC 205.03. Please DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the.proposod activity. ., . • . PRIVACY ACT STATEMENT Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: These laws require permits authorizing activities In, or affecting, navigable waters of the United States, the discharge of dredged or fill material into waters of the United States, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided, however, the permit application cannot be processed nor can a permit be Issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. 1. APPLICATION NO. • • • APPLICATION FOR Dr ^(' VIENT OF THE ARMY PERMIT :R 325) APPLICANT'S SIGNATURE 12. PROJECT NAME OR TITLE Nee instructions) 13. NAME OF WATERBODY, IF KNOWN rtrappkae(et R \v e(aa CA eii<1e, 15. LOCATION OF PROJECT COUNTY 17. DIRECTIONS TO THE SITE ENG FORM 4345. Feb 94 (ITEMS 1 THRU 4 TO BE FILLED BY THE CORPS1 2. FIELD OFFICE CODE 3. DATE RECEIVED TEMS BELOW TO BE FILLED BY APPLICANT ' STATEMENT OF AUTHORIZATION I hereby authorize, c. L..., .1� p ,A S � to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support of this permit application. Ugtak NAME. LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY t JT RG Ar E Cofrgo -re. cA rd. PvS E WA STATE 14. PROJECT STREET ADDRESS (if appacitiet 1 .2 :33 iLJkLrJ)LA, 'Tv t,A WA 16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructions) - r : S IT ` l S s r -J AT t. p e - t - ' fit= 7041.4 Jib (S(L gat) c z1-t di- S, IZG SZ , Sly c. Vic)tJ i i 1‘., Pr? 1J i,TThct'tcp c.AN') 1IJh ST —t=AwN Rigaf EDITION .OE..SEI ..9.1.IS.OBSOLETE. • OMB APPROVAL NO, 0710 -003 Expires - October 1996' ?' 4. DATE APPLICATION COMPLETED 12 0 /00 DATE 1 NTEF - NAn 0•J AL. 13L -•)i) • 1`B. Nature of Activity (Description of pro'''''.., :ludo all features) If I Nil" cI`(sAT(1.. c ' -Pc., -TC. C.......' EAS ('(L.o_it.ci R�...) iCCS ? I4C Pli''nl( or. Li ft, E.N•, pJ,aN i S AL. c5 1,41THI,J !}r.I Elf I ('AIL1t -I :J1. 1..6 i f-4 n._ A - N L.Fe:fa -6 - 1w■PAC1 oI- 1,.(c, S S. kNwT 3t1' . Mt ATI O,S �a(z- i Nt5 1v. w%1.-'- CC( v.•fi lklRovc„4 't 6r. 00 Er -N, h,47 1Z•',= ,314:- A'tler, a < — St•V.r z - CRt.;_r- (s i? 7.1 19. Project Purpose (Describe the reason or purpose of the project, see Instructfonsl (Z 6 7 • '0E.i / - i O f- ` 41 CI I1, ,ATE. cc?-1 CA '' CA S 1 USE BLACKS 20.22 IF DREDGED AND /OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s) for Discharge TI4E yo , o-r IwpAC-t a sSccIATE trtL. 'THE_ t-t (itwrt4r r S1.aAtr6$ IS N"Lc Ct. 55AR Tc PR.," CD Al >E.O.,?ZC PAti= f<, , L. E - rc. 'T ? r, THE EN4Aate1A A NT, R- \- Si(- -ATIo e- R-1v t2icr. C2E[+S WILL I3c ee, .43veTc0 Te 1.'-a14.k.'C u.•1 1•NA3,T 21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards tJ 1'ctJ o.+ A T 'r N 1 S - r 1— E 22. Surface Area in Acres of Wetlands or Other Waters Filled Ise.tnstruerions) %, j a S S, C C 0, 02.S Vi zj) 23. Is Any Portion of the Work Already Complete? Yes No .Z_ IF YES, DESCRIBE THE COMPLETED WORK 24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Watarbody (If more than can be entered here, please attach a supplemental list). -•1•1(.1 C.o.) r• M £•TF -. en: CS A.2 a SeA-r'tLE, WA 41 j(4 3 25. List of Other Certifications or Approvals /Denials Received from other Federal, State or Local Agencies for Work Described in This Applicatior AGENCY TYPE APPROVAL• IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED T H > ; e P I L j. C 1 L L L A l S a I � f -+ It Z . A t3 •, : L T I N b P e l t w, t ')' .", •T 14 {{ 1 T sr 0 - A& of I L A /r! N i) A >J ti ?? E fLrt 1S A. 1..J1L D frr *Would include but is not restricted to zoning, building and flood plain permits 26. Application is hereby made for a permit or permits to authorize the work described in this application. I certify that the information in this applic• 'on is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as th duly . orized agen o the • pplicant. / !.I 4.t' SIG ATURE OF AP'LICANT / DA The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly authorized agent if the statement in block 11 has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both. SIGNATURE OF AGENT /olio DATE • U. S.GPO:19 94.520.475/82018 Z Q • = Z CC 2 6 —J 0 W = 1— U) U _ W 0 L Q v W Z 1-. I— O Z U • cI O N CI I— W H p 4 : O Z W U= Z FOR STAFF USE ONLY Sierra Type: P - Planner: Y ( 2 ; k,, File Number: i_01 - OS0 Application Complete (Date: ) Project File Number: 1 2E00 -030 Application Incomplete (Date: ) Other File Numbers: -- ac0(D r Cy33 w CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E-mail: tukplan@ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: ..Zj /erna tonml 6017)0 04 Cam S f — Xi'verb n e~, k. hat.) .em e t LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMI3ERS. Name: Address: Phone: Signature: /zo ilk 7;4. (,t/ -. ccA / 0 o - g.9' - 06 Quarter: Section: /0 Township: Z3 Range: O y (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. G WPPHAN\ SIGN HND'SPD.doc.06 /15/00 flczlph f�a9 / v 22 RECEIVED CITY OF TUKWILA APR 1 7 2001 S=PECIAL PERMISSION DIRECTOR FAX: 41 7452,---9r57 78/69---72/ 2 ( Date: O t * Z-0( INTERNATIONAL CORPORATE CAMPUS EAST RIVERTON CREEK ENHANCEMENT Description of Project The proposed project is a Stream Enhancement of Riverton Creek within the Sabey Corporation's International Corporate Campus East Project, which shall serve as a mitigation plan for the piping of Swales 1, 2, 3 and 4 as identified by the Wetlands Report. The project involves the widening and enhancement of the stream corridor for a northerly portion of Riverton Creek and the removal of a piped section of a southerly section and creation of an open channel with enhancement plantings. Ultra block walls and bottomless arch culverts will be incorporated into the design. This plan will promote and enhance the Silver Salmon run that occurs within Riverton Creek. Lu dtc,iU.:rriaxn.rtit: Ns. ..wvr..ua 3.511 ": kA 0 March 7, 2003 Ryan Partee City of Tukwila, Public Works Department 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Ryan: C 6 r MARS 0 'u63 CONliViON DE� LO £� 0CIATES , FA ALTMANN OLIVER LLC. ENVIRONMENTAL PLANNING & LANDSCAPE ARCHITECTURE REFERENCE: IGE/Riverton Creek Enhancement; Tukwila, WA 2002 (l Year) Monitoring Report AOA -1673 As you may recall, Phase 1 of the Riverton Creek enhancement project for the International Gateway East site was completed in January of 2002. Monitoring and maintenance of the enhancement area is required by the City of Tukwila for five years post- construction. Altmann Oliver Associates, LLC (AOA) conducted maintenance review and performance monitoring site visits on June 27 and October 14, 2002. An as -built planting plan for the enhancement area (Drawing AB1.1) has been completed and is included with this letter. Overall the enhancement area is functioning very well and nearly all planted vegetation is alive and healthy. Cuttings along the main channel have become established and are generally growing vigorously. The small number of planted trees and shrubs that died during the first growing season were replaced by the landscape contractor as part of the one -year guarantee. On -going maintenance of the enhancement area has kept most weedy exotic species under control and the overall areal coverage of these species appears less than 20 percent. Water cress (Rorippa nasturtium — aquaticum), a non - native aquatic species that was well established within the Riverton Creek system prior to enhancement, continues to be a dominant species in the channel and should continue to be controlled. It is anticipated that as the vegetation within the riparian corridor matures, the water cress population (as well as other weedy species) will be shaded out of dominance. PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @attbi.com Ryan Partee March 7, 2003 Page 2 Attachment 1 contains photographs of the mitigation area at the time of the June and October 2002 site visits. Performance Standards The performance standards for the approved enhancement plan required a minimum 85% survival of planted vegetation (or 60% cover of native species) to be present at the end of the five -year monitoring period. Since plant survival is close to 100 %, this performance standard is currently being met. In addition, weedy exotic species were required to be maintained at levels below 20% total cover. Maintenance of the site has ensured that this performance standard is also currently being met. The next maintenance review and performance monitoring site visit is scheduled for the spring of 2003. Another summary report will then be prepared following the fall of 2003 monitoring. Should you have any questions regarding the monitoring program, please call Simone Oliver or me at (425) 333 -4535. Sincerely, ALTMANN OLIVER ASSOCIATES, LLC John Altmann Ecologist Attachments cc: Deb Ritter, City of Tukwila Marchelle Moran, Sabey Corporation PO Box 578 • Carnation, WA 98014 • office 425.333.4535 • fax 425.333.4509 • altoliver @attbi.com ■••■•••■■■•■■•■•••1001.01.■ Attachment Photo-Point 1 - Spring 2002 Photo-Point 1 - Fall 2002 1 1GE/Stream Enhancement z < • z re LU 2 00 0) 0 cow W -1 I- Li 0 u_ < ± I- W Z I- 0 Z L11 al D0 0 to 0 — H W w 0 Li 0 Attachment l Photo -Point 2 - Spring 2002 Photo -Point 2 - Fall 2002 2 ICE /Stream Enhancement Z • I I F- W w ¢¢ 2 J U 00 CO W W W 2 J u = a W Z H O Z I- W U • � 0 C O H W I- L - 6 O .. Z W U= O Z Attachment 1 Photo-Point 3 - Spring 2002 Photo-Point 3 -Fall 2002 3 H iLP 1 IGE/Stream Enhancement Attachment ] Photo -Point 4 - Spring 2002 Photo -Point 4 -Fall 2002 4 IGE /Stream Enhancement Z = Z W 2 JU 00 co 0 cow J H LL WO u.Q a Z = I— O Z W Lij U O ( L ) O I— W ui 0 2 uO Z U= • H O 1- Z ,..n• cQ11 O • _WI. 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PI 3 0 1171 loam tor W. q..,* an.• -t 1001 Volt. t 1 0 L w J W I— I— O VT N- 0 J CO B A3.1 Z 1 ._z W 6U 00 Lu J F- 0 ) 11. w Q W Z 1- Z O W • r) oI- W • W 1- H O W - I z 661aM'fn'v Wake �— 6 vnLr .AS_ 11. mar airman ra nor rfiWb Y e-� 6.pn' •m• Gtr_ - 661 Yr It.Y waQ E br 3 • 0 0 — 0 0 0 rivti ".':LR:.':1'I :: "' ".I,'1:: 1 .'. C i'J:' 7': A!:.: I: I. t' iq �7 !';L':IJSq':A'Ii:J�I'!:I:I.CII IJ:'I.:d73 °':.1tl ii L.:' t'l::::1:iii 1: � :i;:'' tI,l::7 LM17':: aL' ".9::,91!.7 C;LLkl�.'it IfC:h7"�IA 111111111! Illltlll1�116IlIIIIti1 ;1N�i11111(1111 III Vt I t 1 1111 i i 111[1111I Ill iiiiliiili(Illi 1711111 o i11111IIIi1 ?IIDI Ii[L1l(ill1111j'1 J 11 1111llll11111111lilillll�lll l ,J1 t ( IIII g„ ,, ,em MJ Im1uliLls lry'rnt gLss ¢(t Is, a s1'T :.5I ,I tr, a;nr�n_ alt- It or, x0,;11= ,t�rzrr la„•1111 �.i. L,Lrj .. t ^:_Ouyi n1_� :AA'I[n�'iT { . nnF p� > .. i- FEE G � �ly. 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(AI eases. mu (n) I I ^ 7' &7a1LTJ a.,a:1r +,IIn,_uG "C1L "T1..T C.,.� ^.. ^..I „�.• „T Ca "J74:�'"'Ira"�r_..'4..,,1_..., �.., �.,�.... aL'3 ' l iNtieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeei • o ru a+EEr, iCEau�C11r a n TIJP. 2:' aG7L'IglaC:7CGC1.^:E9::t71 2L'nFJG7P.]G91PAi'.J' L 4"u1idCSC:^ Aa7T @_■__■ inn eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeei smanammems neenemes !m a m mme1 Jtarz a°911me '��nnewil ' less nmomi llL�'mn- ° °IPa9 II C_d''f __ 7 1 "...' - m"�1 11 �3�6A;I :IIme�**mw.ler�l !"�'°a�ll li�::9 SMEIRMEEMI � t < '' ::. %i' t :} e} ; ■ ; >i F'i: ® � ti 'll d l 1551 , 1 - 1, °4'r��y .�.....•� ti }:• . j1 I1 1 1{ 1 ' y wti } #`v.:; ?E ` 1 J: •; {^ }}}:; } VSS> 4 •!. U :•: :; Mn•: iCA :SO i• .• f.. ' }ti_ ti Y :_ } >$iY..'S v5'.•'..`u : {M2y f: h'... � n v i•i: $::h ..... — _ ' + + -- _ ® :,,; } :i',ji: ' p ryl k;� ; p k� v; - — �•� ti:.Cv v �N r I� vi .».:2 111 i; i r . 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I r,. 11, ., I;,J G:I "F' „' ' 91 : I, "'r :_,,I ±,,,,.,,.., ±,,,,.,,.., l.deP.11,lii4:.: :: �, ; . ; -1 1 111il11�i I ii 1111:E1111111111 ilalllt!IIifilnlH lllilfflfl 0 ll111K 1III 111 l di hull:III IN [1iil l 11]1fl111HI ;111111 I Il i l►F' I 1 i1 h fl il] 111CI1IIIII q ii N'GII ri tiOn �;.0t I I W9 i nl 0.1PI iiiiirlgi• t ili I i i:q IGt i I P I I,;I � . " A9k! !'I m'I fA;I •"I 3. 7 r ,.al u :'Ia L'II 01.,: "1:1 t. ` I pjiL kt Pili iig.:.::p.:.:.gii::lialg::.:.11 aBall i iiiii■ i■ � ::.:.pi::::g l int. �:ig:..:.h.:.ileri it •ira 93 . �■■.■E� ®� GGGGG Ili GI ® I:.:. M.:.:. n.:.:: EUiiii i( g .::.:n::.:.MI,■■ iiiiii ::iiiiii g:.:::h::.:.gt:._°.@ liiiii iui■ .... ■ .ii. ri■■■■ i iiiiii ....._ A---- .ii..... ■■■■■� ■.... ■..�. i■■■ ---- �_.....,.M �__..� � M_._�..yii■i��i ■■■i� M...._.- ._g�■...- ......fig._.._...,. !�= _ " =€�_ � ammil mg MIN I, N_ II po iiiiiE ®iaa�i■ ® ®� G,GG GE El MEM AP OF >1011 0 0 0 0 0 i r_. jr -r II - f.:CCl "oL G;1]A,l.; k =:GI :e ! 1 ':'S'l' ° !:C1 "t -. 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O awDI mw In,) s IrIIT. 71,'n�, is!m'rnt'1 ^. 4(:,n fi � li!'i ll . : :iu '.':I "int'It? a 1 11.[11 11H1: J) 111' 1 1111Ii1C •////i• / /%nin//. iii in /. /.r /. ii. /i2i: /:. /•: /: /:/ _ eiiii *Fiii iiiiieieeeieiPliiii iii i iiiiee TU /L :X 1, 9 / // f� %G %/.•/l // %C /n //. // . :OM If Mg iiiiiieeeiiii iiii!eeeiiiiieeii " E 11 – = — I NORTH ELEVATION SCALE: 1/16 - I • - 0• EAST ELEVATION SCALE: 1/16'.1' -o• d I Aaoi MEM! , , , Ea EMI! CURTAIN WALL SCALL: I /r.I' - 0 • • ' ; «Yt "w,�'t! r,. wry'3'{ s?t" .' ui' 4�vsn:. w^.,,,. n: nr�.. w, nK ..:;: i ^gw':a, i'"•; i.:`._`: F} �tsb + 7r,....(Artr.'<'"F1'"SFye' ^t+ ,' MY - . PUNCHED VANDOW SCI.11: 1/4•.1' -6• wINPIO6si W J LIJ I- U) LJ 03 O Z UD [ lc t )— In Lai Ln EL M O Q re U W w < EC O EL cx 0 0 U O J Q Q 0 Z J Er s I—. Y Z J I'— 0 es C/ A3.2 m .'.. - Z W JU 00 (0 0 CO w J H U) LL w u_ < • w Z w U � u) O — wW I t— - L iz Z — I 0~ Z nr.r 1 X.P �_1Z� - 7L-f # -P , # -P !p -f ♦— )S=C f I l ]P -f K.A. Kee I ® - - --1 1nTlrr::!! l � l (16i .o.,,. cno. n) r.;Iar,It, l J KM. °;:;;n,ur':;• a �lidiRIIl auma..,wmnNmn i89, O.. () �G: Ii' W669dAlidIG7: :::n.;::lr:#r•;,• li f ii ii l. .,i ;; Is1f271:,'],*^,, NO. CCVI CCItu6{171Ci1r9r'C MON fa. : r:, r n.,mm.am..awn.an �Gtl: PIO r? I: I::. r, •:: : . r,n,rr::, .,. , W' 'n ,., ,::al! ,•:r [I llu(llflfil1 i fti1 aA6..:a Pa�1Z`ur.VTi eiiei li$Ii1iCL«.�iC[O;II�JSUilllrl;a� i ® I , , , . ! ., .:a, u 1 D1llfl f11[IT�l 6! ' :v nv,Mn:u eiie°sii „ .:. ) ,., fli Iii( r :: : , ' I , �u• I[ITlij l , i li� I i„ r! I ;:•i., (�[rllfi�tifi[ij(1(1 1fl " ' — ) `�— IYw _ -- — en� 6iee'eee y._:,... dESIA7L' iiilieeeeeieiiiiieeeiiecf amma.ama,wnm.mv.l i, CC:iICyL;.ICAIL,UV.jL{{aw't.ICf i iliii°eiii Nawnn,nr 'E �'� ®1CIOS; ie ieiiiieeeiie iiaiieii .. am..q.a N..Na. Mm wr is15S57G'T:eC "�iL5MITI iii i i 1' uI'"Iff71:SdS"tr�,;�zC71:Gu1�1uS i:: ® ' e iie ®ieiiiieeieeeiiee5siiii3i°eii — ..ZEO, _ —Zra eei eeeekieaeeeeeaaiiiili rm mmaw.umm.u n.NUa..na. OIOL7LCl: CL991GCC ;fIGtC;�WCii;IfJ:"q;;LfC�I ii!eieeeeieeeiieee3eeiiie maam Nnl. ama am mamm Nau c.xu ww -- ieeetleeeeeeseemmasieieeeeeaelieieeieeee . G 1�I L'!I$I{IIL, IiG.QW7JII' otanaN LT mam @�.JIlG90 maNmum.mmuNmu »Iw ieeeeset SCatitlCI11:I1IlL'41C91! ieei 1 1 - 1 1 — -- - -- - - -- _ MN 1121 =MOM 1101 I I - 1 — == =_ { - ___ — j = = = j—=- - = 1___�= - — )i ?e q supao _ p, taas�wq _ 4 or mow. a.tumL..LII�I , -- IL ai.= - oar. rr.uoo _m e04.411. ma_ 15 14 13 12 11 @ O9 0 7 6 5 4O 3 2 1 0 sort. ma I.) O awDI mw In,) s IrIIT. 71,'n�, is!m'rnt'1 ^. 4(:,n fi � li!'i ll . : :iu '.':I "int'It? a 1 11.[11 11H1: J) 111' 1 1111Ii1C •////i• / /%nin//. iii in /. /.r /. ii. /i2i: /:. /•: /: /:/ _ eiiii *Fiii iiiiieieeeieiPliiii iii i iiiiee TU /L :X 1, 9 / // f� %G %/.•/l // %C /n //. // . :OM If Mg iiiiiieeeiiii iiii!eeeiiiiieeii " E 11 – = — I NORTH ELEVATION SCALE: 1/16 - I • - 0• EAST ELEVATION SCALE: 1/16'.1' -o• d I Aaoi MEM! , , , Ea EMI! CURTAIN WALL SCALL: I /r.I' - 0 • • ' ; «Yt "w,�'t! r,. wry'3'{ s?t" .' ui' 4�vsn:. w^.,,,. n: nr�.. w, nK ..:;: i ^gw':a, i'"•; i.:`._`: F} �tsb + 7r,....(Artr.'<'"F1'"SFye' ^t+ ,' MY - . PUNCHED VANDOW SCI.11: 1/4•.1' -6• wINPIO6si W J LIJ I- U) LJ 03 O Z UD [ lc t )— In Lai Ln EL M O Q re U W w < EC O EL cx 0 0 U O J Q Q 0 Z J Er s I—. Y Z J I'— 0 es C/ A3.2 m .'.. - Z W JU 00 (0 0 CO w J H U) LL w u_ < • w Z w U � u) O — wW I t— - L iz Z — I 0~ Z BLDG. 9 SOUTH & WEST ELEV'S EAST l - 1 E – rT - TT - Id I I - 1T - T i T— 1 T - 1 - - r r a 14'45 g LANCE 11 t A•110c1Ar.• F, on INTERNATIONAL CORPORATE CAMPUS �� 1 W _, TUKWILLA INTERNATIONAL BOULEVARD TUKWILLA, WASHINGTON �v c....... — I " ° " "OV ]d CO . d.. d ...1.104 al. 1]0 1.4445113E • SEAMS. MA 0412 .206 ]2 2533 F r - l - 1 E – rT - TT - Id I I - 1T - T i T— 1 T - 1 - - r r a 1 . — I jl ■: 0 L --tV,J: Lg ri ■ .1 I iIW ' IIU I1 � II: N 1 - 1 1 i ril .._. I ■ ' I _iV,L ___. I 111111111111. IN MI. .„ I .I iii mom I i In- I _L_ LJ__I_ L_LLL_LI _L L 111_1_ _I L. 1. _ I I_L_LLI__L_IL L_ L ■I•a=lrt•,lrt ■ ■�rl�lr�rl/Ir/ ■ ■irarllolru ■I.I••Irlt.lr. IC 11W 111/1111 1111111 111111111 • 0 0 A 0 or 1 w -r 1 K -r 1 w -r A4 I I 1 1 6 11111II II sl 1 It Li It I.I IL IL Ill 11, IIL. I.. I. IL 1.: 6. I. I.I.III.� u. I.�.m■ L I.'.II.I I.a 2:.11.1 l._` IL.11.I 1. I...II.I I .E.II.I.II.1 �iu 1 1.• 11•1 I .!.II.'..II•I ■ €.I MINIM r ITIEIT .11.`1 .uu .II.d I■ III I.I Ilk I .I IL I: I:! l.€ IL I■ 1111I_ 1.1 „ ' 1.1! I._ I■ L= L ul I II I it IRI x a 0 .'0 n 0 0 SO D z 0 a H II i firo 411 I i NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. BLDG. 9 NORTH Sc EAST ELEVS INTERNATIONAL CORPORATE CAMPUS EAST TUKWILLA INTERNATIONAL BOULEVARD TUKWILLA, WASHINGTON W -- N LANCE MYELLEII . ASSOCIATE. X 11 �C FNDA w w¢soE • RArnr AA N133 •voE aaa gala N oo � ■i ■11■' Lull. 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P. ELEV'S INTERNATIONAL CORPORATE CAMPUS EAST : . �. L•MC. „Y .LL,. . .a.,C,.,a. °�1 . 749^A TUKWILLA INTERNATIONAL BOULEVARD TUKWILLA WASHINGTON � .. z.., ,ao uRnmc • wma. w• snu • MI an axaa ..�. ,,.. ..w.w. rw 0 m 0 0 e 0 tti 0 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. CIULOCe 21• qews:.xr;r:r /A Lmdscope Schedule o leo mime ...._• __... ��.�...�., .— Nw. .rammo r.�..,.r .......... .+.w....+�r e..■..s ..aan. • .. .....r ....w. ..ma y ....., .�..., • ..�.... �......... .. r ry..�I.�a.rV .....rl.. r - - yw.ww away. ..rr ....r'..r..— rY r..,Y r.y.. .on. P...w .. Y r......r F....... �.7../ I..�M N...ir I....I.Y rrr. ■■•• •■•• rrW Iti.l .r...ti...I../.r .n. --S yam. alma.= sww ' wawa — !MMw. ._. ......... ,....�.w..Y.111.11.04111. . n :.�,0.14...1/0.1.AM. 0....116110 .......r. —r . .... .w0..+4 . hr am/ !Ma aarma aml Om. .m... .. -.. ...g. .... �.y..r. ............� Tr •r A.M. lama amdme .r.•• .__ 6.■ •■• . 0011. . r•.rr ../.I..r...n.r.r. .. .... / w.rr .......M....+ p.{ r wrr TREE CANOPY COVERAGE ..c.. e.YM.•1 i000 er•NEI.Nwf �.w IMMO mo n.sWWI x ' �I ® 1 NORTH SCALE r. e0-0 1 d) sheet Z W re _1 C.) 00 • W J = U) Li_ W 0. 2 LL Q I W Z = 1— 0 Z I— W W C7 O N ca 111 L 2 I — H u' O .Z U = O~ Z •OPSED STREAM ..... ENHANCEMENT - ' ..... • • • OVERVIEW PLAN 1 of 2 I 'S•■■■•••=4 - ± eo INDEX Or DR-AMINES 0.11,11111,../ti 1110 - 1 a ,• 110 CNI.P.11:11Pt Ml - 2 etl 2 ttf tR FE11.`1011,111'1. 01.0 •s6E0, 2 1 2 - 11,07011. !tall 0:0 n. me me rettAts n.•••ef foltette ,IotAIl 08101,1,1,0 51.2 20I:a5 5 1 1 - n.a1114131 53.0 n..eleme Clit 1 n •/ Av. PROPOSED STREAM••• ENHANCEMENT - AREA E.. IO.Th? 5055.0 01 r0.0 • - • • INETLAND't- ' / I PROPOSED eurr . • '" SENERAL NOTES e•t.•1111” 5255 2)4' ve.ti:Pne• ij4cEI I21I..'I 5,4,5 at, • 0,[1.11rt , it. • -425."!•14,11. :-.11111,•■ moven' el 1,0,111ra. - ,tit•rme 3 :014 ....DANT 5-545.04:. retr.1052 57 1•,10 5E5 5100. 51) 0000 1, .1.1.101tati 211 10 1,5455554' 550 55 1 Vt1:111, t55f,71011 , V , a , Cr• 0? LLflIAIP? 0.115.11,1,551111 :FL.:11.,•411,11.1. VCR rtran. 01114111, 10 rto Cr Die 0*551 tit. . .. Th • • DRAINASE •• • > k•-• ..... • ry, RP/ERTON CREEK-.,„/ PROPOSED STREAM --, ENHANC:EMENT - AREA 3 . •;,•• ,1%.1 tf,ec • . , .. .. ••• • • • ......... ........ .• PROPOSED STREAM ENHANCEMENT - AREA 4 CFAI mt.? •:.11/ • • . •• ...• •••• , • . . i • ; cl • ::: ,..,...... .." , ' ,. ., ' ." ' :tt Y Yr • l'i ..:::', ( ....}- 7,:;T Ati. .. 0,- i---.2 ; (1 .. . : i . j " t : 1 • .- „1177 '•• • T" 7. . ••- " • •••::.. • .. • AINAOE . , -L -S Yon, • , tr 4. 2 1,1 e, • ''' •■- . z 611 6 n –J 0 1.1i WI , –J 1.– (f) LL, ▪ 0 2 g < 2 ci uj Z 0 Z F LU • (1) O — O I— u 0 ▪ Ez Ili co o ... vi s• V• i..'..f.,";?1::•::•::. lig fPi ..... ... • .. • —PROFCSED raT,RAM— . ' ENHANCEMCW -;AREA •12.4.,, 1••'‘••••••'”".W.:1.7.:7.': • 1 ‘ • .... • . . . .... . ...... FROPOEW ENHANGCMUNT - •••WCA E • fr tic c•F.A4 • ; 1^1-IsTE.0 • .: • . . . -: •.::. -v - - , -- .•. , ..• • ••• . .. • • ..,._ ... , ____ - „ ........... _ __ ..........„, . ._-.- '•-'ii•-•-.;-.y:.• ••••, • • .... ..... •.• ... t __ OVERVIEW F'LAN 2 oP 2 ,.... • • RIvERTON r frt. 2 ..• .1.- , Hal • TII 1, 14,004 • \'‘ 1 • • •nt - • t • ••• 1 1 • • —FROFOiter, EUFFER R.25:-TORATION - Ac.BA 4 , : -- L .: ---) , I ' ....... ::•:•-■:" • . . • •••_::. . LJ cD g vitftt 5 pi Drotg I • Aar I L. GENERAL NOTES L r%x42a,o, AM? Ch it VI A fICE1:111,111,11A11,11 f1 LII ('All) If/A11-5 Alt At-EAXIA•E•3. •CHIt11. !IA.:4114E1CM .141 rvovrtt LAIlt LI WELLER A: IN:kaale.A. rtAttl.E- 'EC •21.1t. • 1 A11 rAccIr. .rer.sorr wol• moot Are [0,54.A M A. II 11(1 2 E` F Up 7...• me 1412 1 :1F1 1 .11rEl1■VAT,171.11p11114,A11,111-111 MCI el AL vi 1A1E1:11,1'.. A•i•1iCIA112. A AA.21.1101. 11. lie.1,1; AREA A WETLAND A RESTORATION AREA ‘ AREAS 3 SUPPER RESTORATION AREA NORTH OP ist • ir•rtE Ill ALPEC •14, CT :ETA., At.) C.7,1.•••• t ICE•LI•11 Cr. cr.rv.r. PLANT SYMBOL LEGEND TRCE' E:HRUCE t 71- r.trs ri• L411, AAr fr,•■•• 1,0 ,41 • • `.,. .. • ••• ....... . ........ N 1, =ILI re•■.e--, 44 s : ........ . .; "••• ...„, •••:• : • ' .1 . s • •t•l_ % • 1NETI-AND E , ; • ,, -• , 0.1.416 ) 101 L war.4.30.:a 1 11: ;;A : 9 A ▪ ' j!;•#-" .241 - _ : • ....... ......... „••*”" , It• ,.,-,• , -,:.% • „.....-_-55- - ; •-,.. -- - r- --- .1: %...-,----`, ......,•." ....... ...- -- •,,,-- ._ ....• .... •---- .•-• . • • • , • AREA WETLAND E SUPPER RE SToRATION AREA 1 1.1'KETI I I 1111 .... . ..... •••• ....... • .... . ... " • • • •• •• ••• —..."'""'"..1Jf/M ........ • _ • • •• •• ••• • •• • • • .... • ... •••••••• ...• ••• 5111 PUCE 1E.11ATO•••••C ETIpf t F./1 •• •• •• • • •• •• , ... ...... • •••• •• • • •• • • • •. •• • • ,• •• ..• • • ••• .• „ • •• „ • • • _ • ............. • ...... .............. ......... • ..... •• • • •• • •• •• •• •• ••• •• ••• ••• ••• •• •••• •• •• • ••• •• • • • - • •. • • •• •• •• ••• •• . • • ••• •• •• •• •• ••• •• ••• •• •• • ••• •• • •• •• •• ••. ••• •• •• •• .• •...• , „ •• „ ••• • •• •• ••• • „ DoNSTRUCTION NOTES 1 111 1 :.:•11■•••,2 1 Art AMC ACIISIIIEE. P lEILAIC: E• • 1, • F....11 Ar,,,A1E.5 1A2A1 crEt. FLA, E•1•••111:. .tt to•All, 10 Pro •••••• ..,-E1:1 •1•1,14. ...Et CU rr• 11•C P•1,111. A117 ,E2•ElAf,111•••••'1•111 11"..11 AD Elli lo CO' CLEAVCD A. LA1,,A•t ,2*11••••:‘, !W.)) 'II, 1(4110 Au. CL1Ar11.1- I. r.111.1•111i. •A•1.1 1E44. Ale• 1•11•0 E ..41tAr.111A .f tv•TEG AVEAr. 1 Olt. eft 111:•IALLLIE ILL' CI. ft. Et A IATA,14, 647' :LrANIt, 11,1E F•k Et1,.(2 11• 1A1141 1 111 AA 11A1 1 VA11A)AA 1 III NEY1.• 1,11 Ai•fAA E Lie il. it. IL/It. rCi. ALL C.A14911)1,11,LAMPALT1',1111,5. 1 EA 7 1411 0,10 EVItla 1,1r, 51 t CV A t'At £145' 11.11CrtA 111111144. f••-2 A114111, •1'.1,41.5 EIRIAIIINA ,I.11• 1 111. 11 TO ALL 11•11•1,111,3 r, AT Le 11, ILAFA •iLLCI 1 le fiE11[111A1101 rP 111 •VP12,11,11•LAI, • FLrArt Ett trf 9,f, • •,,••• t• CE:1,1•1” tt1A,KAR • ■■•,..- :1.1111 Al ItIlet 1,51.1, 11 Art:. S 2. .r.,,••••••,••; rtA 0,11,1IL o. "or 911 cf• ••• rr• if- I t..• pE A, 1 frriff 121. ft:1,1. rIFTAdenE 1, 11 1111,1,15. -=C CZ - Z I' • , 1JA1 11•11/1 Dl. 1 1-1•1 , .• Protect • 1.11 • SILO_ z <I I W z 6 5 0 (1) W I 0 u_ u j 0 g :71 u_ co "I u z o Z I- W W • c O — O !— EU uj 1 -- L z 0 id `) 0E348 TREE DETAILS (hip) 7:11■=4V " n4en r c..cr.nrcs @CONTAINER SHRUB DETAIL (hr.) , r .." • / t•rtr ■011.01711,, IVILV o, Ire .1.411.•11,111017.S. • ioAtt,r fut. ()CUTTING PLANTING DETAIL (up.) ....:.„.. ' IP% E At l■AV kV...AS A :LI! A V' NUL IVA ,11.1.41 rtFt V.I.I. LT VC,I,•/. PVC, "<•111..AWIls, (MI.,: 2. :III NW) T. Et •I is., r 1.,[1., 11..r. 111 COMA,11•111.44L■ .—..■. r i ... ''''',,''' ,..."'`'‘'',.•',...' . CI, MV1 HAI", V AI le•fr "..I., • 77„........ •••••,■ li.nit VC !, 11 G.UMO . • j:• : :1::‘,7giva=4,, .1 1: ::, ...F.,1:.,„..",10V■Ill'Il= .., ttl...•rtr ot.1,,,,,,,,, \ .. , r:4 S. , ..1 , ,•••-, ftlY. IlIllf • 61 PIEV s .., Z " ry74;:g114/74 ' ,;IrA 4 \ .•'..'..,,,,. 1 4P.11. ?,,;; ., .... -- 7Z.',•,`,':Z.V.!ZI,": - .. - - . ‘.,, 03,1•VV. j.r,(1..MAAISV , .eft 714,,....1.9 • g ItZ4Z =Va., 411. MEC:CI:CUE rrii7A PLC 3 IMO. PRA,. MVATA,To,,r,T,< Iht.1.1.011C,S. GENERAL- PLAN'T'ING INSTALLATION NOTES ° PLANT SCHEDULE TREE:: WIlt iFi • IA, 0 CV,111.”11.11 (D I VIZ r511 ALM] RV,. rp, LA. nrcuA, (4) — ELL2,4••• _ C. -----.2L2C2 ( • 4■1:111., ./.34ECLI I ( FOIL r*O....•FrA 51, ALD.o.i. 'D I 1:471..E KEIL ANT: SEED MIN G,E et, cr. op.,..:11 ..1•2175 01:0,21.•25 20, 2 .2t. .12121.5 :C .3" t•21•rtI3 5'.:rrER BELE" . 9,1IpIltMl0 1141 Ins C. 1 I I Ern, .11. LU • VA • 1Am, [EV ALI" 12 Ei•(1..4,2 rt. • tt.IC1 'CC .2L,L4 ▪ RSLY r/.1.1 02:11)" Pott CE oROLIItCQ 1ER 4,117.0 •F 0 . tru r • .r .20 • 11 /111:11•12,E. %O.:AI:MSC ,E III II.110X,■• •yi PA:,..tE•LE, :WOE r•,,•• Cl OIL. 0•011tr HLCIOH <GI Ell 10,E I Mile CI:2,V' 0 it. IELL•ERI.02.R.I2 5,1 II • iif I El 1.•[F HEL • 01:101 3 C III ELL•1:1 , 2,101 4: II I II. PAL •I5 :021 El I: flit F t E. FM. I C.2.1t 4;1,014 L• 1131 If 11 1141, HI • .11.4 le 41r. !nu 11.10 e I III 5' ' 1, 2 0 L v. . °T. 1, 202. 44 It'll! SCLI11911 • 0.1,1171, 2 04. 4•> tar CC I ELL P2•2Itl) 24• 04. If.!3 r.0 I c••.LLI.L21 I ILL E•22 111CI0.:tr3' I• WI2.2. CP, • tf,f2•1 I P !LEEK L2. • it-E.:2a, I • I:, I tit" f• L12.14 I LPI11.12EP LI•14•1 2,2t (UV. c• i022 LI FiCLE I E.:, PEER I El:A, !tr..... 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' _;.,, • , • -- .--• • .,;:i 'II: .. • ••■ _.__ , ..... .:.• . < 1 al Z _ NOON: ANA PLANNING b LANDSCAPE ARINREC1URE iltl it . •,..11,V.,.. (6'•:-:=_=_:::_i)'' •.,... Mit ... 2 '" ZII.Z71.' '' •".. ' C.1 , L...-.- . 1•- •••n ;1 II,11,1 i • :' ..ffM [ AREA 1 STREAM ENHANCEMENT , ... : •-.........,:' .....,.. • • .,,i.1"k:reg'•*.......... ...... . PLANTING I'LAM I 1 I- < 1 144 • '.: .. .„,(1.k.,.....),! „ . . .... '''? .„,..„,.• i ..• -, '" •A• ...... •:•,.,.\.4.•..,,k. 1.-2 7, 1;:,..t„,. ,.., ''' - •: . ,,. s.„ ..,....,...., i • 1.- . 49: , - „Thn . -. -11; •.,,- —.0.9, 1 .11 „„ii..0. - . .... 7 " ...:,;'. CL - . ,.:,.Nft%:•... ' . •.■ -,..4 1%•1 . ' .. . ...._ 7 •- ..- 2 (.,,. ..-. L-.•-• rlin011.1.M/MIE.1 .•. • .. ...•'...•'•:. ,....• . ' .....,„ . •• ...., I ' • •••• ; . ...•• ••••• .r... .• . ........ . • .. 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I - • ■t • AREAS I a 2 - PLANTING PLAN STREAM ENHANCEMENT PLANTING PLAN INTERNATIONAL CORPORATE CAMPUS EAST AREA 2 . STREAM ENHANCEMENT : ......:•. ; PLANTING . PLAN ...... , ..... ,-:..55. :,:,„..:, • • \ ,i,,.,‘,. , i A _.. - _ _ ._• ) ,;,.. J. ,), .1,.., - - , 1 t .■ . • 1 1 , ....*-- - .............. • i ...... -, ' • . . , . . . . • • • ... :. i _ .47,,.11.. •f •-.• • .11, • ,-k N. ,:11.,:, •ri - ,.yii t r i • -.... ............ - PW:v ........ : ........... :r..::::!"7 .. . . . . . , 1.!., • . . • , 1 .: . • . , f - I' . GENERAL NOTES PLANT SYMBOL. LEGEND CONSTRUCTION NOTES I. 1, MO CI‘IL t/1401111,11,3 0, TRZUE, CUTTINSE 1 CACI.:14C JESS I. r1.3.4 V , 4 , ,31/3-1. 4:114/ eS A I C1t0IC r.,1_4, tvAre.•er .,,,11,.. 0 3 , 211 ....1•1.4. 0 t P•0 31410,11,11. .3,3,43,1 r 3 300.0i 20 2,02,133:1101 we 012. , et 1410-1. 11, 4,11, 2/ MI, 21 0 I•3:M11 .1.3•11•3041t1-0, 1C4111.D.114-01,101. 06........„.•111:11•,,t _....--- . ,3,4...., ,211•311t,` 2 :Of (1,4111, C tr. Of L E 1 MILS 0.13:, e r 13103,, 00-.1,30r 72 0 3000 1-0. , z3D 43 E4 , .. ,.. e ,,,,,,, I •1,[1.. nog. C414111., 1003• Wt., I w ■1.4 • - • - • ALM, --7-- - --a- 0.3411.11 4 LM0,.. 11 3,11104.,1' ,•••11 t1310-•• act .0.,.• , ...,.• :,..0.., ' M11 C11410,101, 21DCM 4, 13•03/Ct;t131 WV, 31: '''',." ""'" 2 3,1 11.1,1, A.84.,,, CF01-13.01C■,11,, [It, Aly ,..C111,.., .1. 13104 MAD 12 MI 1.1 T..,, ICI1Mt MIL 0 .e.: ••••••• Llt:---•••••••• ,..,-,1 Tee D10•24/ 1 ., Int CD 0 13 ,1 1.1.E1 3 ,IC =me ti ca.,. 410 I t eone,. ett .-.. - ■ c,30011 0 4 C3 500 -tE041•113. It DI , er. DE r•IALL 0t 41 MI' 1.143,3313 nt .4........i ..3 Le .,,,.., wee. I.1 Lt1Dr 21N 0- 31, 4 . , 12D 1 , 0 0.0141 C.311114001314041110.1,1 (I) ( . - 100 •■• ,r30030 no,41..,01...e, II AN IT01,11:. 1,2 II 011.17111 CP Ilt• - ' - ----pr; - 1,1,4„, I 01 1-Cl' :, 3 FL., N.% 4,1..:21131113,1320 Fa...re A.; tt. iit0 rt...., 1144,3 er,41,1, bar 1 I ■,,,,D. ta,. Au ,,,,, IC loC .3 rtir 4,0 510,0,1,0,-. it 1. ,0 I. r,II 14,1, 3 4 . 1. 4 1014 It• ilt1• HAIL :).1102,t,1011-.101-14.1 tilt, 4 11 1 , , I.e , t. 4 11712It,D1•1,1111 3 1.0,C, 003 12 Cl It, nr 6 3 . 1 C ....,100:113,1 - 2,1334,, 1c••• cv.311.2 . 12 '.1-1 ce rot1 3 ,1,11. 41.10 ret. e I rto. n• tn.,,,, , "est 1,41 4,11 •3•011.111•10 t _ al• 11,0 ,.... 1.4 11 0.,1• 1,1, tf r 113., I • y--- 1 0 :30 111u .3.m, 4 . 103 .34,010• 0, 11 1143:4 tl.L. D 1 .. .... C M • • 0 g • ' r ,,, 12, I • ----- 3.1,1t001 .1 I In 1.II 01,411,2 1,10 .37 1.0 3 11 3 11 A1101,1.3 ir•I ,1C11, it 100,13 /... .., ,',:, • )---....--• Ca A,,fr,. (i t.._--, ---,-- c 30:3 C3.0• :CD 1 0i,, 4 ,3,4121111.,3 131, 4, 0.• •0 1.0 .411 rt,..0 4C.31 I C . 101 r, ....••. 010/013 DC3;4,0 .' F 13. 0••. C401 40020•11,0 ..:•,01EII 111 I/1 43-- 11 , .1 . .....4--- 41. I ,3.--••••::•---3-0-- 141.,,C.t.,,,, .0 .:..'1, 1 - .1 ,,,, 0• 1• 1 • - •111 1, 1 1.3•1 1 . 1 2C 1010 0 001 ,rcem I ,DP.CS•C 10 e....,n, 0,31704,.. f„ 0' 1 ------ • 03 4 1,3 , 3.3 •40.1, ,, ...11,3,13,3 .1c0■000,t• 13C 1C1111•41Mt:01••• rt 1141 --- II, 04100 1. 310,1 0 510- .1,1:10.1,1344.1 I Ill. DC. I • 00 ft I•40 0, Mt, „' •3.4,.. Lt..; ,4 qAte I ...,,,.. t1tt 411 1,144;2 ir074.1.1 3 10 t 1.•41. I •■••• CONSTRUCTION NOTES WI,: 4111. (t,4,1,,,,,11 A.:11.171E5. ••• I CILAIL r41.1 I Al /La, ft •02.1 7. 111.111 C0ILfff (21541151.11: 11 rel.., 51141.154 , 1113 Al..5110 714 (1411.1.114 54,1114( Mir %Et; Vratflifl 1024100 I 111.1,. 2 0 , 4221111 10005101 Ic'crcctorro , 00.11, 2. I.A4C,, tO•V ,49 COO/5K 1C1 51121,...,1101 2,52 rrp50141 ,t11, <LE00f0 AA (0.71 • o1.7 5020,5 4 154011:4 10.1544.11 (2400(1. 1140 .442.5 114 411011 • ((15011110) 011 1)11!1151 Lt1 I.E.:21111 01.6. 4. L (10241115, 7001.5 10 M 1,11 65.00 :5011111 0125,00 1.111.1 51.V.K14.[C '(.15 1114 n,IIMVIAT reArtve, 111 TIC 5100.111 tra1111,C111.1/1 Arr.s. r• ter CAlL fCtti •t1.1. C4.6 5.1 011 41010 2.C.11.111t$ 1 1.01411100 4 111410.421414110 0,04..0 116101101'e 1 e2. (CI 1, 4IrE .4 75 kV 01,11.1:1:1 wtirlett. 0. 5424 “11514'11211(711,11:0/.1,...A164*1.01 401.1 5 TO ..C111001, 50 1. Cl 5 75655.C.A.LL 1115 , L,1, 5 tie t11.1,11 04 1 44424,121140064011, ftct e502,4. e. • t••• lac.30,1.. re 4 1: ALL I” ',AUTO:7 pet: Ar• 7112 7 1,1:5 I'CLI.0111/0. 4..4N ItilrATI,54 cr 1115 04,211 1114 1111444.11.0421101112114 00544104 513 5.54 V14.1,,,t/ 1011 %. . 211111515411 rCA11./205 4.5401441. 1 11 71111 1,4 .. ee /.44114:tt tverrrfo.to v. R I ex, ft./VAR retAIL5. ht. tee (NIL FL A111 tt11.7021 I ;0( 1,11.; 11 Stet/00101 511 04105 1.11. Cr / 10111 1 1 1 ( .. 5114464, 16 sIcE:41 11[1 1t5V rE2r4114.4, 1*' 11.141(11110 AREA 3 STREAM ENHANCEMENT PLANTING PLAN • AREA 4 STREAM ENHANCEMENT PLANTING PLAN • • .." •• ' '............ '' ''' ' ::::....*: : :. • ''''' ' "--- - ''''''' ' " ' • ../ • . ...,. • . . '''''' ...... ,. '''''' .......... - . • -...: : ...... ::: ::: . :: .. : ::: •—.. —...-:•• '''.: ; . • -::: / „ • • ' 2 ••••." .... -,, .",.;..':'•. ' e' - ..... . :::. . i ...... . ......f".:,...,,,,,:, ::: ....... ..... .... :::. • ........... ..:., .1 .. • :: . :: ....... ..i... ... •.: . '....5•5 :.: ................................ ... :1': • •'•:;,..4..:';''' / • ,• .. ., • 1 , , . • •• • . , , 5 . 5 • , . ...•••••...„....".......• •.' , ..• ' .,.....' •••:;. .)14A.... :,..'".......- — ...- . . ...... ...f. . . ..... . . ...... ;. . .• ................................... ........,..• ....• ,......• .., • • ....." .,... ,..... .,.. ....... ..„•• . • .••• ,.••• ...'•• ..•'• ,. •" .. f(■ii)r. • •••• •• . . . .... .7•,..Ti .. ,. . •::.*-i-,... • • . ........ .... .. 0 ..- ..,.•• .........' , .............--..- . ..,..,. .,.....,- ..•. 0 .,...• .--. ..• ..... - .•- . ........ .... •......••• • • •• 0 „ - • • er, • ...... • • ...... .......... .. .. ...... •• • ............ ....... ... . . ..... . : . .. . . ... .. ... . ..... „ .. .. ... . 0. 1 • ••'" , ••' -• PLANT SYMBOL LEcSEND , ..... ....... TRECI GUTTINS5 t G12O'014000 :ESE ;1115* LE 1 C5)11.11 41,111.r. 519 A .tvaLcr 44 ate 51,5, • ,1 1 I • Vt.:14,T • I • .4-1 - • • - Y•'(7. - )• GENERAL NOTES EIiJ , T 7 :7 7 --7 • .. . • - \ Alt` 1 1 tr• /,52 5. 11 2 940 1't,,,,1 10.C10' 1411,t ri.t.r SCAlIlE I a.,4■11151,11 441A1114, t111.../CL5 CI if ,VE, ri,1••••••:11 4..r. T.C.•:• t • • , .1. , ....C1•5 Pr AL ,4[10•11,11 I •• • •• • • •••,• T.5 it 'art r15: 1121'tt..1 11,1,5.5 .0 11..11 111.141444., • 5, ....w.f... 12' 5)415'1 0)(071, 14 (11 01. ft,ri.Prr 51*, 011. 0..,.„- 41 I • . 11— • n 6 0 O 0 w w 1 .— u) u_ u 0 g u.. < Z )-0 Z W uj 2 0 O u) 0 CI I— w • 0 I— : L I 0 Z 113 co 0 1..."-•••••• '''''''' • ' ' ...:-.........................,::::::::::::•...; ''''''''' ' '... .. ... .. , .. • :..1. • • • • -• : -. . ....... ...... ., ............ il,: ,...... ,.... .. • • ....• . .; • • " - - - - •z: ........ - .= • : • :...... --,,,. h ,;,,,o(;)a. iiii: 1; Y i v; l'i . :' - .)••••,i .• • ); .! i - - •: -- 1 , - - , „ tj.)....1):"."Ai ■ • ) , , tr , ...r :r..! 4 !...I, - , 19•!.. !-' ._,......„,..,. - : ,. .—......T.1 - 410 ,-,- & -"r'zik- I ' -÷' L- 1; .- .. ,; \ ,... . . '.ii,c0*-. ign1,2•; -- 71.- •'••-• -> ''''••• -. 16pig 4115 '''• (-- 1 " ) ... 1,.._.. o. ....„. , . '"'/?,\ x;:::., t • . .1,,....; . .. :0 ::•,...... , ;:;,0 . .t..:?:; : ?41,,.; . ,:!R ; P".. , ..! • '' .... • - -..•-• •••.. 0 I .:*: .' , . 4.1..w • .•,. .....-, • .... , • ■i, z 1 .... . . . . . .. . ..... „......... ....... .... ..ftS \ 0: ' - *" .? •'' \ C X I A ' . `.*'. • '''. I 1 '' ''.i. : .... '4.4'.4'::<'''.: ' ......____._........ ... ...„.,. . , ... ...., . , . ; ;P %. • ' : ; .•' '' WN L O ' r (t.• , ,.....-.4_,Z.r,,..rrt.1.): :,.,,4, • (' ...i. ...r, .. 'ke .. 4,... s•-•••■ ."7 Xat, .., 0'..:;.:: ,_ / 7) q . i . : ... v....4"....... • .:. . •* . i, ! .;.',,,j'ik.••,.. t (e) •-,,,_•—.... ,.-, ' . 7A3g60.1,,P, , ..:7 - i.' . :, 2.) • ,- -.).•;;:.ff.cP3z,.....,,., ,,..„.,w. • . „ 1 (dri - • l - Itt? - 1'4 ) .0 • ca .. _....,-- - • - -...'1--,- ----- 7 ,7 ' .. • . – •, ; -- ., .. .. • . . ':::.....,.. • . . ' . / .. - , '. • .:,.... ... „ Airie A' 5 STREAM ENHANCEMENT PLANTING PLAN . .. • • • • ...... .... ... • ... • • ... ............. • .... ......... •• •• • • ....... • . . ,i.,,,,. , 14,111•11I, . • , . PITT. ,.'• I OA. , ,7,..vi ■,!, ... \ . ..... ... .......... — ..../I rtr.lt,.1= Ai, ,‘,.:; \ ....... .... 1 Eel.f.c...;TricAt13111...11,/e. . . . 14.•• rt.. Jar 1 VS11•31TP E111.111 • .. - 1• .... ....• ; FLAIroo, 4 1 1 1A hlr 1.1.,,.., r,r1 .... • •■ • ............ . . ...... . • . .... ..... .... AREA 6 STREAM ENHANCEMENT PLANTING PLAN PLANT SYMBOL LESEND TcE.7.5 LUTTINC5 eAPLINn6 4 C/'5 r.1....t. ...-140.1.•01. S,:t. ....3 1,11104e 0 i s tor I Wt ilt• LElP ',PLC 14,5.,....,.....,,,, , ,,,r1,713.0111 0 L Alel PLC. m.r't.' 1 17 - 3 -3 ,71 - PIE -3- 3 El .41.4-31 ‘3.4:4 I IFT IL PII OM i WAR u)--0,47:::::;:•:.,.:1‘,,... •,,,.,,,„ PIItL.t at:11,o 1.41 E llr.C.141 • 1.,C411". TALL C1 (24 NITIL1141.11 ......... . • ItOeTALL . . ........................ ..• ..... • ............ • - • • .13,31CFEr (,1 :1,44 F4A31, 11 OTICEPRI 0 111 PLII ORATE CONSTRJJCTION NOTES -........ .• • . • • • • •• .• •.. •• • • • • . I TRIM TO Alit corm AC le. ITT.3 A AILAIV TRO I 41.111/41,11.1, CR AS53CIA1C5 1 I PAL ItAA C •1471110 ..LP,PetAllop TO PEI IAN CAJOAC 1,F.11.:11C,C11111,1 744+11. DE ALC, TIC cRtri.lill 1E,E1411,1114.4.411C 1111011, 4C TO 11 0 11(11 Aviv At 715. 2. CCIIIPACT3r 70411. 1,73 43.1 TP11P AII1 RLEAPPES 7. ATV 01 FiLT TEOCTO3 Alt' CILIA C0014:11CC111,,. ('IC, Alt L 51<51411) CI' tic 61rE411 CCOF1CCO OLL l'E iora4111,111 PLAITS 4 1313.1/3 are CLT4P1 MCC, In: CC II 0.Er• to LATER .511 ■Ir I LAM vE, Al re, FIT" . 1 AFT, 5 wa 11e4t, TAP ALL c5Ille141,11.. IIItIATLOACI1,IIPA 11*1. 12CC CICIIIIIATI.lI ll:f10,.5,71IMU.:1 103 9...1.511PT, 7172 lit CIA 5(0 CCII PTA. Mt, 11 o. FEE c,em.ly T..1 ELT <IL, P701*10112 TO 1 1111.12 C11,11111 CV 110 I. 5111 SOALL IToP1ALI.C1 Pot 1 RI A o' 11014 ARP I 1111111 Pe:.11. 11. , C11. • Of C. 1E1 VC..., ill 14.0 110110411 FC IC, .11113 TO •LL ICIITLATT 1,71 47111.101 1110 EAR, 1,4,711 VIII 110911511 1+1 FIlIAL 10011011111 11.112 111 P • or, v.r. r CC Ill ('SEAL) RI.1AA111T100, 1L11111 57 TE I ENIAICE. !TIT APE.., 4, ALI. TRE.IlAt I 01111.1-3141:51CL" 1 VIVI IRE 3111411 C.:1 4,1 CE 5I1.I1RE13.110EP,R011E. PEP VIII lTAIVAry L III TIC 51.11 flAil, 1 IIPFnhlT.I'CI1:I1.' II ,E,HrA,1 F.mi. mt. FE I (1.1 711 .3 3,0 4F110 11 LlAILL;FTRLOilell, 1/ . ...... • • • 1 . ) 11 ° —26 • ,OE.3y 11.4,41E , L r 1PP19. . . 017<5 Ill fuel ARCA A ......... • cc; •k t . ' : .... . 1 • — • 7 • — • 7 . J ; 4 • ▪ • • 1 L. 11 r - t 114: it,-Y1? Y'r 1,r 1.J .1,.L.) .:. • NI 1 . ................................. ............. ............ .......... ...... . .... ••• • • . ..• ..... ••••• .... ....• •• " GENERAL TES 5 rcrop,.....rm Alt' .14,11 C113:1411,10 001154 1111571 FIZo. rt 01 Cr.ro t....clor. IS, •I••::••••:10•II.'s 1.172 11, 2,9111 fl,'JI Tr el 151 10110E TICI LEP A00,51 ,00111_E.10-10111 3. €01' ...1.11.15211 f I: VI 1,34 All, TR,1 TE,11 11P E1.1044101E111 1C33.. 4, 11,5 PLAII AN ATIA1R E311 1, TIC I C IL AOC 50 CILIT CA 11. II A14 /ler rr ALIT 14 ARr1,1471:1..1., C•1.30.11.30.1.1,4311,1,11 e,. 44, $.1411(0..1,16 10 111111 T/11411.3. T.P 1111 011111111 ec411CFc TLA111 11 ALL C11 111 PELA11111 T, :1OCA111104:111.4 11 3.3111.11e1C1L ATO 1 C314111 C.1311Pecl. 571 117151511 1LATe, (1911151972 111 EVA. ................. 1'. 9 :3 ... ; . 'Ii , • - L i j i ' r.rr • - - 1 '' ... 7 . .../... i ji.::: :il , / • I I'll, II 1 , i i I i .f r ld ../.../ / .1 : y j r :;: i .11) 1 ,...: C. .....tS.t , ...:.,.t.t, , 111:7 ., 11 .,., I1J• , L11:: ,,v 1.0 1 15• 11 G 1 • 1 ::: ::", ,,, i . /. • I .1.131 r i... 1 v. ,! ..A..5 / t t r '• 1,2 Lea. (11/...1P4O 1 1311 . 1, : '•• • , VI 1,. I .1. 4 TI:lt:P . 1111:1:1: ..... ' ' ., ., I 1 I , APE4..31L, . / ( ., / j 7411', 111111117 .1 ERIr Teri F. . ., . . I ‘/ . I r 1 F. A/131111 Iles 1 f • it-1 .t • .,'" t• : ■ ' I 4 I t . , ...;./ ,•.,',I,111.,,,t.P.. , , , I f ' , . . . ••••• ' r 1 ti'i I L ... ETV., 53. :.;; • • '':*•••• - tr. • •••• , t.) • • • _. — • • , • •,- • • • T • .fritt•c • ••• • , I 'et 0.1 1 11-11 j, • • • • • • • AREA to (CONTINUED) • • • , • . • '• 1.140- I. Or n It In CC el APO.... 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IP K." e•t51...a w•tr.c INSTALLATION NOTES • 1•17.;F PLANT SCHEDULE TREE: ...•,111r1, 2242 2I4'1112T01 ACV". 1 VCR./ Nal1.11 ALM, ..12,4 MA La.71F.A.IA ( • )- I sHRue5-. ." "' PrItIror, /— • Ar••• •/, A •• CV441 Ott< CC.< IrElITAL13 tui•wcutu 451224* 1(444.45 ..S,1241 urrER ECM" MI \ • ••-•—• air, III, '." 4411F22114 1(414t115 re" I I I • 4C 1 1 4 L444 • tc.■ 12 ti 1141,41 E5L:31E2A2 4 42-1 4 DJ, inr.tr‘Lr. EEL:DLO:OS GRCI;NC..".0 /CR5 5.4411412 &2l *1412124' /01 /1,1 As,"11/A OW rm 1,11•1 01 .. 2 0 A1/011,701,1 IAA .....its• I.., :•4 ... 2. +-, I 1242-1224 +q.t. artVp ■ .1.11 • r I 1411 FUir,s ,a (5 . .......1..%.1. 2.I 0; 2.3 Itt.trt.".. 1 ..2 4 ,.. I.01....,,,A I/A [A.A.., ,..•//(111 K.ATI ,a .: .00 P.a :ALF/ 111.1. Z on 41044l ,:a 412:111,04.4 6412-211144 L 1 4 e111 21 C12.1411, tALAI 011.01 PAC IM:.141.1.1 2 L 02 243 4 4,25 242.11111. 04.24 744224 ran 1411,25I 2 ..112-1C. 2.111I1, 4,2r12. 1 PA.. 242.11 PV..frOTtLI.. 1 (11-1:1.1.11 FIR 4>2 2 M. FIL■CATA 44.441111 4, r Or. •• • Lts 4L.2'.1' .9IIEC. MI \ S1,1 1 f..3ri41 44:2224 1E41 12432 11-EI2E P.4 stuu fur,“ 11111441 C.A,CR 11 -10 1 1 01 1!.■ ,• r Al r IIL AV Of 4. 12 At. ../../0111T■ 4 4, a 1111 int, 16• IIIF C. EPO. , 3,:r• reto 4 uot i:• .• lz•a• 14,0. ELI, 4 1042.12111 2-4 14414,... r I IT, r TER 0 2121 41114 I/ -.. 0. " I • 8 4 . 52.0_ , , • , . - . • ' ' "'" ' ' . _ 6 re 2 .-.I 0 0 0) W W CO u j 0 w z 0 z W w 0 — 0 I.- W u j = L I 0 u) z c.) BUILDING 21-02 ""'"1,1 • A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N.. R. 4 E., W.M. ..I . , 1 ' - ; . 1 I ; - • • •--a••• • . . r - • ' ‘,. •••• -... • ' . • • ' • ; • • : , -" 4 ",^r 7 ; • I ; 1.; 17 II •• - • ■ 1.1.•,:.' , ; 1 , i ; , 1 r 1 . • • ' 1 . ; : ; 7 !--.-- • '''‘!..-,-- --..•;:......." :L , .--","" : - '. ' - • ' :.;' . - -: ' • -- ! ..: •1 - t h'. • ' .1•,;-. '',..,r' ' " ::::: %. •.,- s• I ! ', i . : • • • i 11 -. 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W.M. :351h AVENUE SOUTH '' ..... _.• , , . .; . _.. ____ _ ....._._.,,, ,...,, • . . ; I • \ . k,. '1 • ' ;. . i 1 3 • ; 7 i . 1 1 I 1 I 1 ii . • . . .. . • - , ' ., * -, .. 1: [ ' . I ; - .. r , . i - ..'j • ' 1 f .• '; r ' - - 4- 7 - — --=-.. ---rkl•-- - - — ....1 ' i ' * . I , ' ' . •.... . rigi' - --, ' '•'-' 1 _ _ : 4 7. - . 1 I f ..: , . .1 ... ' - - 1 r ' Q . . • 1- ., L _, __UPI AVENUE 9 .,.. _ ... I. •• , . . . • I 7 I • .1 ....... . . r . • , f-A •. :,..! J... I • *. I 1 • CONTINUE BELOW FITONT fl I , OFET le 1 1 BLDG ' • •—•'' I • I ; • I , 37th AVENUE SOUTH t o IL COTINNUE ABOVE LEFT CIT) • J N Mfl' : I ' 1 -•••• 3 i I • • Lt/LI:11:12 • ; 1. : I •• 1 : • ! A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N, R. 4 E., W.M. RECEIVED CITY OF TUKWILA OULD043 • f p , 14 . 4 3 1:ur nor r • •-71 r;.1 •_; . : t 1 • !' 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FA_ 't:. ii V.1 Z ',I r-.- I " I 1 1 1 1 ' ii 1 1 I 1 7 1 1 3 ! . ... 1 1....„...1. 1.... 3 .3 . .7.3.1. 3 MAY 9 2001 1 17' i r1 I I J ji I I i ! II 13 t ', :3 1 j 1 j j j t t i " j ! " 1 i 1 I , I I; 1 ■ i : I j I ,- i r , , .. ; it. L . 3 3 •• 1: 1 ri 1 I I , 1 11 1 r 1 11 1 .71 I - 1 1 . 1 1 a . .., . , , ,,...,,,-.-..,•;,....- 1 ,, ----. ..-; „„ , ,, ,, , ..: 1 i i 0 : L. .1 1, ; I ! ' • • : 3 ' • 1 3 -•-- 1 I 11. ' 1 . ' • I •.: I : ll I 1 I. , 1 II 1 1.13 1 333 1 7 I I . : ' . i • • •••-•• — 1:141.1X3519 1.E-00.0 aro PERMIT CENTER ta.••■■■■ ■If ..■•• a 120.2 I z -J I— ca uJ 2 z z o o WI= o z 4� cc o .n a. .4 0 cc IL . 0 < .4 to Z 0 H I I 5.1 • • , • . .1/ .:.*; 1, N, --I- V i I , • . ■ , • , PAWING GARAGE ii 1.:4....•:...1 . ,..—. ...64.1:ERATFc.GFIAPAGMEQEQIIKWAYSO 0 PR. LbOnl • ••• . . . • . •tt.‘1. ' ' .....:-.•••••••.• • • •••■et •••• " 1,11 I i ^ . ...-"- '..• . 2.: :41 ....:47171:•••704:171:r1■4 ; I I , .. I I I 1 ....... ' L • A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N, R. 4 E. WM. A .; ■ •' • MOW. CIVIDIC MID- ;11 IT= 4.72.reint"crin 7::::ZWri"gia r' WOO., MIMI... III IIM ..... yle.4 qr CM...4 nolKII.V. S 54 (•■■■404 VIVI+ Wkl N .14.1.115 .149.510 Pl. tIC 411•0401 • IPAIstf■ 04 w•IM oratcuso 1.410 Om./ w il./.0( Ant Al I. PA Pon/ M.o.., IN 1st .1.110.1 101,414.1 • ro•rg■TX:11 rarIt:;:=1;/•4: "" ..; . „ • RECEIVED CITY OF TUKWILA MAY 9 2001 PERMIT CENTER 1^4C,F1 - • . • •• • •••-•-"-- COOVL !„,", !':,,T!'"...1•! 1 "" • •-•., m.o.. • N.... t• .... . '• " •■"".": "." • ••• • ..... '••••■•• ,• ••• •• 1•• • •1'.1 •I 1 /1,01 11.1 . 41 6 1 ..... .111 .. • ' 111, ' r".4 va••:•;•;1 ... •;,:,•—••••• ••••••• .1: _,..._..:.:. • • , :‘,..taF • • • • • •••••:". BUILDING 21-05 r • ;1„ . ...... A PORTION OF THE SE 114 OF THE SE I/4. SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N. R 4 E. M. • NJ7 FTI-1 l'•••■•• 1••:•,1, • • •:. 4 •%.k • 1 1 I 1 ll s 1 • !! 1 1 1. : , . ..... : • • - • • ..., Jr .. , r.:;;;••1,: i i —. -_.;...---; . I i 1 I •• 1 1! : :7.- - 1 1 :, ; I : .. ' •, ' ' ' ....." • ........ .. • . , • ": tVi• • ' I ! . • .. ,.-"••• . ..... , 4!• • - • ... \ . , • I I :. ! I i • ....„ ; t .-:.____.: ' ; `.:., , - • .1 7.7 - r-,.... „; , 7... ;i • , , .• .1 • i /:•..... -...;7;--• ' •h"- "; I • .1 • ' • II • • 1 PROPOSED BUILDING 9 "es ru •-•• OF 73 •170 n7•3 P.070,3e7 73 •••••• •"•,-!•:' • „ FREC6:7 CilY Or ••"-: " • ..•-• - To:,••,-v;L JuN L PERMIT CENTE • z co z 0 4 0 1- 4 tu co Q . z • z (,) z 0 0 w (.5 I- z 4 ce ce 0 in o .c Pi D. 0 CC • ° to Ca •CC ▪ p Z 0 z w 1— • 0. 00 W O: • w: W 1— U) u_ O. g • < co a w z o Z1- ui c; 0 o w • • L-L-- .. z, 0 0 ' z r SE k1O1-1.14 A13 1Q.. EITIF-A.A4 13,HANCEMENT AFEA SEE SHEET 2 • . • ... • PAIUM. BUILDING 21-02 -tr / 1 k .,.t ^ • L 1 .. -..„,.-.,..:-.-,,_:,, GENERAL NOTES • 000. 001 0 002 RAVI AM PO .1.111. (001.1011 aa.aaaa a . 10 PIM ••••• 10.0.20.010 01111.10101100 St 001••••• IA • • hp tea., a 100. 00. SAM 1111110. 21211 01000 0 0011 Intl 0 •01.• Mu 000( MO00 :■ 70. 1110•••• 21000 AM 210 1010 NV. 0. It 10 .0101•10 1 MOA • I OR Mg • I.. O. 040 .00 OP MR 0 20/ 0 0 •••• ...1 Mt. 10 0104 C0 0110 IA .1400 0100 01004 • : 0 “••• 002010• 11011...4. WU 000 MA 00/01 • &a Mrt 1110.00 VO1•0140M1 110 Yard. 10 .1 S..19.400101 111 0 OM SAP •12 I. • 00110 01••••• 1.0.1 0.. 10 Pt 1•10•004 11 10100.• 21101•04 000 • 01100. et 00201 .0 ••• 3100. 1•1010•01 12 : 11 .,1 0000P 1••■• 1.01.2 ION 11. , 0010 M1OC 1112 10000 PO... 0 111.111 P. 000 21.07 •15 • III,. 1411.11 II 0.1001.4. 10 10 ra.e• a 0. 010 1•1 MI X. rn 00. ISM . C04011100 0 •L 0 MO. 0 CI 10.0 1001 •••• A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E„ W.M. r: SEE EtEET 3 - ; "V • i cau. FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 BUILDING 21-03 EIDG STFE4A4 IgliANC21.4111T r • ;, BUILDING 21-05 IN1c:m=t r I 1 I 1 I BEE SHEET 4 I — 1 --- - . --6EEE4-EST-5-- ,::, .) i I i / — 1. , ••.- i. A _ ::-.frilE IF I -- • ..: -- \ ..----- , ....,.,,--. ' 10 • 1 ....... * •• ..'. ' -'.... '.......-. 7 1 L . • - ...- • • • — -" ' I-. (1) UI O .. z z o ui IF, r. = cc 0 03 o • W LCI -1 41 °I 0 Z 0 I z UI z 4t 77x-7.;.-17 !f, INE• A PORTION OF THE SE 1/4 OF THE SE 1/4, S CTION 9 AND A PORTION OF SECTION 19 ALL IN T. 23 N., R. 4 E., W.M. t i I 1 1 i I 1 i 1 • 1 i I 1 I , 1 I i i 1 i . 1 L I:11 , 7A.M . . i 1 v . , '' t MI's'''. -.11■'''' T ! , 1 ,., 1 - I 1 -',-- - -,-- - - it.7 g I ' - , I . i • 1 ; --- 1- . 1„ • ILI ..., . ,.. z ! ,,.. — InV rl USIA "011 WWI i , 1,1001.---t. *.-.17 COM 1.■ If NI:V1■1:1 i MIN. KO 7 I: W. 11..13 i 10.1110 MAO .il •003 "2 foorno man I I ror porno tar. hrl•-. CALL FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 , / • - • - . •. Wit 04,I *ia NM nee me wt;o1 11911111612MIMEMZIENSINIIIMUIMMINIBINIIM7101.. .3/7 :111111: — „ 1VOLX:01 \ • -- .• • • - .1 • 1 - • • no s. ont novol• woo fly., 10,11, /1111 ININCRElaball1111111611. MIL MIUfl 1'fl WWI 1.M ■•■■■•••1 ■ ■111:0L11221X6 1 •11...-.11M-. Z.LE - -111%)47 AREA • ---- )- ::"' fo■olnxt. •••••■• .■•■• o• n■■• •••••■ PIPE ARCH CULVETI NJFm- 10113110111.103,... Itottlo, cc 6 —J 00 CO (3 1/1 —J • U_ uj 0 LL. co a u z 1-0 z F- LU uj 2 • co O — C3 I- LL/ u j 1- W L 0 (i) P I 31.0 , 144 ?IL • scswo• • 1 I • MM M A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E. W.M. - •!*, ' 7: ''''' • 14, • ! ! 1 • I . i I . 1 - , 4 .01..inm .1,101.11•MIi• I I i I, t I 1 1 ■:: I I i .• ..... : 1 ..!.... • - - 7.....: —I "‘ '..,c ..,... , ........M. YAM . ,...' Ye S wim. I ;;. 1- . • - - ■ - . ......_ ■•••■■1 111•17 i i WV,. low+ r1V Mr7:114 " lain%.45) • Cm WO MM. IF 0.1. MMI...104.1M ,' or °mil to Pro crott . 1 . .4.... t - • • , g;it I 1 I ; I Ii I , I I titv.: ta • '7'" ' -R8F-M___g53140.8 •,<M1 1 • , 0e. ••.; • - - — 1614,14 atI• .03 f•-•M1MCIIe • Ort•.(oulf ,ont CALL FOR UTLRY LOCATES BEFORE YOU DIG 1-800-424-5555 . - • , Talar " ........... T . , • . I MOM Tiefm•b•••4 L S , :12, ..--- - ,,M11111 ICI r•■■••■• ....... . . • NJ . ......._ .... .............-..... IrPon 1,1 •••4111 Mft "."4" . • ,...... .......alOom Mt... i • ' .'? 1 6 - .4. 3 2.4:( ° .;5 %: elt.g .' ;`.(7i) ‘ : :,..r • I- t* UI (0 a . • „ "x • z z 2 ° LI' 1- z Mi 4 cc E tz • a a. 0 LC C) 0 ). 4 o w Mi J ye cri Z 0 I- LU er i z Cl < • • I Z • -J 0 • C..) 0 U) 0 tO W W LL F- U) . 0 2 (n Z I- i-0 Z I : W w . 0) C) UU uu . n: 0 L I 0 .. z • 0 Z A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E.. W.M. yam, • . .1 row ewt e ie 1m SYwr nc ':a:i t/W4a� frtaa ua�` Veol. xu 1M 111P.t. •.••••h1..411urMa� - 611i hill_ta lurart'' _ _ _ _ .• 1-Y Tr 3if emtar,Qmi C ,.xbl l,.r .r..,r1 f ,, ..1-t,. f ka uor.rref 1 " 1:4? AREA 3 7,"4:41.1'" CALL FOR t UiUiY LOCATES BEFOFIE YOU DIG 1-800- 424 -5555 �irll -' a1- M1.aw c » t+� u1-, f x1 2 r..: itt uo 1 rrM1 n .1.iaa •nn.01r 1-1 rurrrrrlr.i r "� ,e 1Y'� wr.rt�a5v,i „vc. rrru fxlkR tc lino UV Wrrx aa..rrd 5rx t � fwn ittu Viul rre m kk+ SMrr pri,[i �iVwir xlk rhr x0 ftlutxak Krx rota rrrwrlal a uRn 151 uIK WIMa •rvntw MNlw.i 4 ir " xlM ,r�50 rill wM Krl 41-. t.M1U ,.a tar vow 2 Z HZ ce W 6 JU 00 J Fr- i n 0 2 r g Q . z 1- 1- Z I— LL] ut U co co . MI i n L- W U= Z t I " t" • • I ' — I i i 1 , 1 1 , wttl cx tutt't tratt i .T. - ;•* ' . - • - t" :".''''' "' 1 I i i ! POW SWF. f. I • .: , ,.4 . 0 . 1.Vr .... .... ... ... ) . . . (.. i .... . • ■ ‘o..:...,...- II ; • •ty, , . t taw: •:., Tgtg„ ,....... ,, ,,,,,,, : v:,..13 .,....7:i.,, 2: i ..............:e. Mgt ' , Well.I•1.1.104 -.-...., 'Ir ij unlimigy/BRIZIo nie llill it - •;-, - - '''...."'0711:4-1:4Ni •6. .. :. laii.t'ai. II li ...tzur.mit--- trillar "-H.' 11./CIUM 41 ....,...1111 .....• ., I E,...,„..........- ::,..,...-,...,,..,::::... , . . ru. ont 2C 1 . . - . - - - Y r '' • • • ' " --•-• • "7' • I --- 1 --- 1 - 1 A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. r iTar:;?:',Z 4147 ■ -1 • - • .1., • • y • _ 7- • • - - • • • - _ • • - • _ - • - ■ • • • - ■ ■ • • • .... "` — • .. ...... - • • - • - - • • - • _ • - • .. • - • • • - • - • • . • _ . AREA 4 . ..... .1‘..< .• — ..._.....__ " • • ,• __._.... • • ; - CALL FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 NM %V, ...1•11141, (=>1=1"T I-1 ° VI, WPM 110■N " r " . ....... • . . . — . co n . z 4 • z 0 x 0 uj 0 8 7 0 cc 0 ft 0 0 ut eel 01 X c 0 1 4 z CC 1— z M Z ce 2 -J c.) O 0 (0 C CO ill W I u j 0 u_ CS- a w 0 z w 0 - C:1 W - uj 0 L - 6 0 0 (I) 0 9 - r DETENTION VAULT #1 FRAMING PLAN 'mu yr.r-ir . 41 I Lt SECTION A-A __Fjp. WALL. SECTION B-B KEY PLAN or-o• 11.-1 41 0 .• ii , , ,.. ,..,.-. , . ....... .. -. ,„ i ,,7:,' .. i,7,77.,.f ' '4 ":1.7 .-. ...i.- I.L.-:12;j" c\:r. 2r'r-- ' - -1 \..:'• ::. ', ,".',‹..\•/ C.:::" . elmiltrittst.. 10--rt--.- - ",...1.---- ---1 ' - I ' , , -::::- .... .-----..„ 1 ... tt ..,,.; ,1 1P, ------1 ' , r2:77......, 4 3 1'U'; ' ":. ' { •-: %L. - -rillillti 4111+ • -_,,... :----" -- (____...) ,..---.---:--------17-._-„------ , •11ETAINING WALL /4 • ‘,' .-- s •• .fIETAINING WALL IA itilill '" .' 1111tI: \ - RETAINING WALL IS It 00 4 300 6 L SECTION A-1 SECTION C-1 g oo oc)o • *. OS e2e./e -NI •o•No v• . • SECTION B-1 SECTION D-1 •.r./‘ V. .• .no. SIC WICAI LU V/ -J -J z z Li , • . shoal Si SCHEDULE - WALL #3 hi AS Sul WI VIRT. OAR TOO OAR HEEL SAFI 1r or 3-4• I. W wire/. W •InW I'- - r-a* , r N ..... IS • #1 Stroh IS •111 .. 11 . 11 30 r-3. 0 •../. W *NW( W stroW 4 # MU. &IV(TI r: 40 RETAINING WALLS /3 0111 II .I Wi ' .:, .... , ,...,,, • . 1 . ; '1."''.. . ... , II •18 5. • s. 2 I" , I. 2 6. - " --- • WALL #3 S. S. WALL #4 & #5 t , GENERAL NOTES a&;;;L:77.r, 2101153300 11 I:107=0■101, 1311141 LIVE LOADS wow IV Mr •IM3 ...... (1•09.Ft • IIISMIC • FOUNDATION Is 1.1.0.1pe. OCI.TD ON ALI.0•41.1 li••••• 0.1.G1” Of 3. FY 10111 POT, POT I.110 1.0.10% 15T5A105 [ARM ""'" Acir Ml• 111•V• 11 SOlkl rC04 0011 fITAITY 1114 ftant.4 11 IV YIN. MOO TNIS/0 . S 2-45 TAKE VOIR ANEW. CAST-S4-INACE-CDSCNSIS w b.. rt.1 :.174. RICO Wm. Vt.M 1.0.t r Vdtarar.. v„'411,17.1%:1'e':=4".14 17 11.g g ' T i' 14 2 . ! " 4 ` : CrIfPrIC (WS Mt. 1.0.1U Ot .01% 50 ••••IY.S REDIFORCINO STOOL L 1 .4 1 :43 2 7". / 1 ' NZ 111 11.4' r 1 " " * "'"' ""1.17 s cgr. 0 244 , 1kir 9 .2 , ,m, .41.. 1 ..61 411 r•1 -1/1 [M. TO IhNIM W..11411 " ThiF tra;L:a • 4:61. 00V.T1110 "' IOTI 3/I p(tieNt. TIM 1111501. WOW • 1.1/7 w r.n I- 0 z o 2 - *2 " 1 S 2 cc Pad EM-f. 52.7T . • Pd Elev. 395' ........... • " ........ ........ CONCEPTUAL TEMPORARY SOIL NAIL WALL PROFILES A A' 1411,1W CROSS SECTION A-A' TYPICAL SOIL NAIL & MSE WALL SECTION 0101.V. guar DRAIN DETAIL - A+TEMPORARY WALL Itirefe,M*2.;:a t. 033 :I f PVC rp". ce, PonweePVC D.P. lean.. AP OC• Cw. 0.canym. PI el al•oluaNd 0.610 ,so .1.16.401. 1 A 1 SN2 , • • •, ••••:,,,, • • z = z, • re 6 ' 0 CD U) 1 W I U) i 0' u. a• co a z : o • z tit 2 D • n •0 al , LU 0 I— 01 z, LIJ co : 0- - • 0 z Petl EM+ M 5' • A NOT• TO • SCAM Pod Ew.52 TS r.dEw m•TS r.d Eim.41.T5' w.. Ew. - CROSS SECTION A -A' TYPICAL SOIL NAIL & MSE WALL SECTION A' • u. •IW +.p uu ...W.. \r WT. SWO M Sayse. ., w.., o...n• P . n.W.erWWw. n.n%I :i1sR� - • P Pee w W.. *. MSE WALL DETAIL IS IS IS O tosee. ue. WuIkhaIM - 1..•.,.. w.. 1..n SITE PLAN • I I ... I mur I 6JW SKi Z _ ,- W CL _1 0 00. CD CD U) ul i - -I � H W O 2 u D. d W Z O Z I" U.1 in 2 . O _ W w I-- .Z U fn' Z • E 8,46, 21.03 . •" . • " ....... ..... z ; '• ' ,-. -.131Sf.. .1 , . ,. :111 ''. 41147-- ''''' \ - ' , 1 -- .... -- ...ife,..•,: . 1.1 i 1 ra.7 ' • • P.0■400 = • - .. ■ L. KEYSTONE WALL. GEOGROSCIIEDUlE Noprld Low Socrsi (Fl 16•••0.10d From Salmi 010i) Ws111010121) 13•090d Length 111.) 1 2 13 I 4 5 6 7 8 9 _ 121 13 . SO . 133 2.711j• (• • - .I • I l __ 0 0 1.33 2.87 . 4 0 • • • • • ---....--- . ... -__ ..... ..._ 60 133 267[413 60 • • • • • L i. .. ., *0 6.0 ....._______ _..._ 2.33 2.67 • 4 0 6 0 8 0 • • • ....... 1.. .... ... _ ... ...-... - 12 90 113 267 10 1 6.0 60 - - - .--- ----- - . - -- -- 14 00 1.33 2.137 • 0 60 1.0 *02 120 •,._ 7 ...._.... _..... ..._.._ .......... ......... .... ...... 16 12 0 ... 1.33 267 ■ 4 0 60 60 100 *20 14.0 • • ' • ' I - IS 120 133 SO 9.11 100 12.0 14 0 100 • i . 20 *40 133 261 40 60 60 10.0 12.0 14.0 16 0 18 0 • . • 22 -- - - - .............._. ..._. .....,..... 1,33 2.67 40 60 60 *00 12.0 14.0 *60 160,220 • • ....... .._. ..... _....._._. 20 16 D 132 2.67 1.10 60 6 0 100 12 0 *90 160 0 020. ...., 26 MO 123 207 1401 0 60 10.0 120 *40 *00 16 0 1200 220 210 i---.. • .... •-• • 4,••••■• 1140000. Moo LI= ■ s ...... 04,10.10104.1 • , . • • - • ■ • • • . • - • • •-• ..... ..... ' 120 110. 100 . 5 GO- B' . .." y not W.00 Ste0 1/4• 114* Gnarl* A Celt WY.. • 0.0. .... I 100...100•114.6 004 1404.14... . " 4440•••.0.1.00.4.4( F... .• CROSS SECTION B-B' TYPICAL KEYSTONE WALL SECTION 0101• 10 60016 SITE PLAN 110 .100 5 .71 SK2 2 4'2 •••• ••• ••••. •.•• • •• ; SPECIFICATIONS: K EYSTONE WALL CONSTRUCTION GENERAL A Wok Ns. cant. of Iawsrrg And mash a cl t KEYSTONE NO/nog Wit 5y.4m or equal nwaadso. eh ia� rnraneryate NA . wiamly Mrl en Mum. "Ales, f B Wok 0'd 0401 b IH W .al oSM1IMIIay III. contetbala l: at'.berM9e C. Wan.. nchdea fonts/mg ,W •It4ary 9•.510 tad If.iacemen1 of Oa type. site, ACM.m. end bolas b.yar.d or S. conlbucan6a.sm SUOMITTALS A Ca*K1a UN110am1 • M.NKMKS eatiralac once to sal d wok.11nt bA ....nowt. 1164m cameos.. met Ilse Imam mom. ot000fpealcMnn Yon snuay. de.P D Cor4K1a NMI NAN.. LAM moot dmmM.4140140.01 >gcic models commie tool and aroma/ tsNacema.Or0.c0ot IM m.•mtmn demon t0nJ1 Mel 9050 Yu. N wont to 011 WcOory 1At1 Ono. .1.0-quo Cl grpgal m laon9 vat col ecl0l at s m4.mtm Dorn* NNW by d.11191 tl•r4' 0411.10.A. 0..1ed M A safe, led. d 15 The torero. sle10h Avg.. Mee be peas.. n *coat.. win NCASA 1.s1 meucd SN1M1.1 OUAU TY ASSURANCE A CwaKmr told, 0ubm4 certacaa. ono to a10101 .al Ih. t1...'9 eas 6yl.1 (mot,. s comet bale, Md spec009e0pd) hot b..n •uccnshAly aAe.d m. mot'um on0,09, I 1'.00., 004 IA Wei 0edo1 toNssne,. III O Coorera Um' mix. A NI of Ine 150 rmiuol4 ca4,00Jed mewls of emir tee and m.ON.dt by 0. *MNdRW wlwe M >OK4c r0 0000 ant py,10n lot Oren oanbucled succ.tWPy Cone. maws Ana leIll.ne Into,. Ova be 4,14d Ice MD I.gecl C. finer MIA ma a .041.1.3 IoNey 0ltumra N.peclnn 0.03 memo. end es, On. 5000,1 ope0.000. Oaneis au.Yassurance mown don nd 0,40 he tOnbK+a d lesponmtlOy to '.21 pMamance B. DELIVERY. STORAGE AND NAa1DUNG A DOne..se Ien. by ...es Iron d.la.rylo .sure Mal Ne Popp. IIT.. pod, cola, end Mli0..n .e Nen let.. 0. CauKla 1011 voted sal mal.da»1Nmdamai. due +olaU 4e cond.. ed n 0m.0ce ant manufacturers lecanm.rool.,s Vamp. m.e.0N Mw. nog be .awned NO Me eat PRODUCTS DEFINITIONS A Mod.. 1011 •cnaelateLurAss ...re mWOM mew. Iran piled camel.. wan, Irld ADM.. SWIM Geppd • sI.KA...Iee.n Ironed by • 0050,1 noes%d Nepa]y mn.0,4 lend. Wawns ash soaks. 01 tabu. We to entw Neabd.rq oil sma.M.N sod. roc. oreemr. hndal rmsry es te.00.Not U t Ooo.bpa F A 0.0.00. ppa9Me 0.ch N pI.ed 000. 001 mmeA N,11 LRrn1 510 m'VJ0 can/4111.N. C. D RMaad 00000. compoled s04 010..0 placed 0131 0. taN0ced .o4 Nuns. .W.nd m No Alen. MODULAR CONCRETE RETAINING WALL UNITS A .bald[ m ote v11, 001 C001011 10 I1, l Sor.tl .a0Mema0 reA.eme.t lace color. comet. 919- slard00 mo.oadtoets rob may be Nndod by I. 0,no Ince WW1 fcupl..O mob la. hagi0 Noaw CaON.misn O1oo. la. Inst.t wA rcl be Nceed M.o w.. ape.. of Dena. bad 095rabal m..19 Mb bad, nose e4y lased II m.t.1N rsl <M/ qxe. 0., Il.m 10141104 cum. sy*O., O Mo*l11 100e.emale.WS slue .daml0011 dAS1M CI3/2. Sfedald Spealrsl.rl lo* Seven. Rome, Wee LAMS C Mmdi .tom.,was,lel coat.. In lea ldbao'94ncutal and pmnnrc sea to melesm.wed m saes.,.01 toga..ldaen.. canvass.. ,1..1151. • 3000 PO mn.wm tl51N.m • 6%ma.m1N 1011 N non .nl MANN NN ,LV'Oad e..5i 107090,1 d0..nscaot ete..onfro' hem nom. 1lns Omens.., not f.tdcatown NM I0e • 1/113 urM hei9M • lop and Ooll Om planes on we T1111• lr (W). Mr101 IM.NF1 1001.M.1 mom. for tO dod ask. I07e0Mes N erlM 4lw toen0N 15000 Of mambas ell psi mmal res. 9ea004414 peal connects. •u,51t 1000 of mnmun al 200 ram. lace O Mdam Dote. woo, oll.I,00dom 1001111010.10 cam4n0.•4y .ed<al 50)0x0. 1'. Pr course per IM born p•.paa0l eat oral p.c.. med. sun - 1h.rels yen. ion peg lad manna" mat 40110000.. 910 In .n woofed toot that. • 1a nth SNEARCONNECTONS A Show ...[tat that. IC nth damelw thermos* Iscon4n 09,000 rot pll01ed 10.19Lns m.Iaumai rods w egos.. to noble cane01bn .mown.edcsay andl'or0Or0M0 .CIa.N Inca SIr010th of Oafs Cm.Uaf boom volt.* ate 0 unit M.N. 0pocamN 0011 a beg0Ien.1.1wa CI 1D deg «,r1o.100 d09 111 tl SNK eenneclwt Qua be ...tot bal.N IN 0e0pd a Ole saw bl.n..evl brl.o 5.1 an ten... non. backd.l W E LEVELING PAO MATERIAL A Malta. Roll can. d a compacted ous.010G or non...area=nue.al sh0.n m 0.1 ocmIncl*n b a apt UNIT DRAINAGE FILL A UM 6. 149, IA MNl crosnl of dean P mnu.md.d add meals 5; 1. Idb.1N p 0 W on Nsled n occOoI sn..OI AS T M 0422 SMoLSan 1 600 3I4 nth No 4 No 50 REINFORCED RACNFILL PAtI AY. 1505 75.100 0 -10 0.5 • One aiK lea, m.4mn0 of btmo.10 shat be used for .K1. ...loci d wa mass N slag be p4Cwl.11 N co. d, .0e., .al lwtad LANs to mnl Ito Noomne. A Reeked Oa.. W. be Il.t of bbtt 0d mee11. Ober paaxon 1151ed h 1000*10a 001A5114 0 59x05(0. P0•crr 1114 Inch 10015 01 Ich 10025 No 40 000 Na 200 0.5 O TI.ma.munafpeele sop sl0l l.Imiedb 11l2.ol4,IM.0 IOId lolls ha. ton ONNININNIN N.M.. interne Olet+0n <IM IM 1YA • IO eno0'10 een n0.+o 0K'si0 N C .00401010 soft Ira 0011/9 )fish de00 con or mono 104,1 Y.110 be used et 110 NOM o N the 1.4au01d mats O Cmlrscla Ovd 1ubm1 taNacod le sample and 000900Ie11'Asa. to the G4d0Jnul [1114.0.01a 0000. oar 1, VA use of A. [..aced IA m*eW GEOGRID SOIL REINFORCEMENT A Ge01dd'cl <I.10ocen . Owl ca,o W d 90.7.. mvMxNel fpodclry la sal l,•iaceme. spok Ion and MUll bem0M0W.dl.an l'Ip'I.rwly 1O11 or 1.9hbmlyllW0AN0. 101,.11,, 1.Opd NMI be NMleO bat lgn 10110/ . h.Me Name. yen.. a mmr000 M.5Y,.10 0cg25.000 Me9N end •.r0ory1 PVC • u1.n9 M.000lt boom a.m.! O L ok rued wed rl nyve9nalM O Ions Tom Doman She.. of pal 0.09'4 010ON sus be 2,705 MNt C M0'40Mr0 OUaey Con.' /1. 9•oced maNad'm M00.N a mersaxhm9 Runty ca.. now. IbM ...Ns CC IeM.NM en.Wpennent nn i. OC lnl+'9 ilea rade te's'ts 5,1110. T..1., MO Few Wes I11UPE7 0bNCUM Wheat O'ahltm) DRAINAGE PIPE A 1. 010,00000 in. be Mel .daale4 PVC pre re -44..10111aode1N0 ON A51M 0.3534 EXECUTION EXCAVATION A COnncta.note..r0a b YM Inn and fade, shown On m. conWuesr,*rano IM 1Mdacl..al enema O'el c.d. O. .[wagon and *coo. rMr b Omer.. of b'lwgmaer.la 51 sots And toe 1oLA'al01 KN as tnonm.mled by lee racer .151 eo bdnwm..n a temed.4was Naw.w • ...baton and rlr4ume..d 1aw.ble lards!cn sods aq Fenn.. Mh *Moo. comCKled M ea b compensated I. pond ta.mwm OM O1t.1 BASE LEVELING PAO A la.aq padm&wyl stn be paced 1.1 VM lens end pa . Mann on Ina anshu4<n 60'.001 10 • mr.t0n601.wn d 6Yrt.f end 0•IM411w,y a mnrmn d 6 n bas and behest the mock. x0111111 O Sol N.A. psi ma1MUY Olaf to 10100Ind 10 • nnmtm d 95% Slealan Aaca deny ter 05151 0 65 6 C Level. pal NO be re0ued to Smut ILA cal. to r. beta surface of 0. *0.451. 1041 MODULAR UNIT INS 1. 1000N A Fell mat.d WAS Oba. read On VW 41<Ml bad al AM *room. Ine.and vah AYpm40. en 01..1411. 9.-.01 n 110.010* And ma. nod al,.N1 are n FA contact 010 he be. M rtceN .aged S Flaw. bonlwn14o 0y'sda Do M... 9'p. bol.'en mama. lnaa Layout draw. and a• el I5a1 in war.A..e.1 monde.. ewown*dwvna C Ino1MIIIe0Aa.0Ctn9 der.. oetraoI10v(,00t000enOMonf O Mu and compact banns IA.., And b.hid.1110111 Place cal camped 0.5110 fo. b4nl..nat. IA Fob. Mb elector, and ..s.W IA 90 Wy AN O,a.. bnc11S C. 11m morn snarl ,ell.. NV* of .. woos, r0 lot. 6101.9. IA arel pec001 plsumen1 And C 10... IPCO 1301 anted two mama STRUCTURAL GEOGRID INSIALLAROII A Copal shall b.0a1 dwas M/'afl Women un po0.0.00 Ar to IN eel Myna. 0. Gen9.d aN= v .N 11,01 be placed MAN etter9N. 1110th.. end eMralot f1.*n N. COnON.chon.tgn bnsg, or As dlecled by em Fl9.CM C T. SAW. 0.0 N lad nauw..M m Composted b,OId 0d MIACI.0le Von modeler ant eyes P1x. A. n.1 coon of rota. 01,0111 sus or0 Ne Deaa4 The Oeo00 snob. p0al lad dOl .,d0ed a0 b b05341 5bam.a On IN sta. O Ge.5.l solos i.os RAMS le mmsu. bna5c• N.. emb one. le101111 land pLem. to Wessell Nolo perm WON. 0,000 d aro b...en 4 '1 00 . 5 dpe not penned REINFORCED MCNEILL PLACEMENT A H00lltN 00010 ,va be rated spread and carpal. N.MOI am0.40 DIK mr.n0tl led de00N9rr.a d sloth n M 0e a..1 a,1.10. owns. N Rena.. beck. 11'01. pica odd c0m0.ded el Mrs rol le Bond 0 aches where enmo he. LLA 4Anef0 Aches seal be deemed roec.r V. rp wi d0 091 43 Ion.. M dud C Rl00tl0 boa. WW1 .tarpeledb 9511 of m.m mum deny 01110mx.d b ASTM 0466 1. m91.. sass. d pal bKNA male.I ono 10land 00.19 CMOs INN. el or new 011 alm101 man., corn. B O nly 101100.5 rend operated .oimmol 4bl be Mewed 001.1] 1.1 bon Newad IN m.OJO amain ban E T0K11ed Cayul'clateOTme. M l not. O.cued declry Won .M 9oopd r.4a[en ., A nunsn.n IA 00001, d 0 0901 I fem.ed mks b OpO.IO1 of h0l.rcllru. sax. ge ord 1.Wed 11'114 Nnr10 Y0. NA.a b• mn.nren lo 1 Ohcac•N IN M *d 00m.9,10 I.0e.50d Oudo*11'.4 may Ives 000 O.Opal.Nac.n *M at sloe speeds. All Can Ill MINI Sudd. n 0..10 sal snot Iur.q Owl. A... O late 1,400 moth byl opm.Un VM Canlada Oal,bpe V.411 VI of r.4aced Docile nay earn eon wed tMf 'co dnW1106 nay horn 0011•I the CaaKlo• 61401 rot .10904410 liana Iran paced 0115 to 1101. eat mewed. see CAP INSTALLATION A COo KNa Inasu Ouse Mr4w 0 01 b ad,11000 40 111401>Ie1ve.1Oammen1 by Me AS.OUILT CONSTRUCTION TOLERANCES A Velcal aern 015'000any 10 04a'ca B W1O UMW eel.:deoees delNn .110 C Monson. Own.. 015' era «0010. at0.a Canna pods. colts .1 110 *00.0000 loco. O M..un loom. Cep bet. l poled ads YV.NIO Inch FIELD QUALITY CONTROL A TN wed OmOalnn slot be00tsa.0 by IN 0,0401.•...en.Ne on AAA.* ball III.10 d 0. camPecled beoie Own peda,00 by m. 9.0MCM r O N..e. As • m4.t'um.1.1040 as04a00 .hoe 10004. 100alorl sal 1N.c0001al 0d b0h1A !rein; .eM.0o' d demon pram... aW ubo0 d 00911/11101 IM 9M.r.l canrwce wen Osman dm... eat speceCl'um FRONT VIEW KEYSTONE BLOCK STANDARD UNIT DETAIL C Its • TOP VIEW Not • I0.40.1E DRAIN DETAIL •RCM.. 0 . 0*I.;1c.e000 1111 •r0W4• 0*0 0 .0'..0 9.• P'0.0.w. • 0“.0.11.01.1..“ b oner µto rat ••Mare ba 1.1.0.1153. 0Nn.a me 1 \i Zone Reinlaeed Fig R6ntdr0Od Fit O . M I.1tbr. o A 1 . 1do.Oa 1101 •Tel �LUtE GEOGRID & PIN CONNECTION DETAIL env none. ry.1 W .. .s 5w..r.1 I. Pan. •sh.0r. rv0 rlm n. i rand*I IMan NMI Seed MM tgra•'.wl.n.w . 1:14,10. M4N5.r.e� .'.�.. tando. _- eels•* *. P145.04 w Cul V cwa•l ••�•• ran . 50'e1a..1 t ae ou.an .• OvCrw,eNi awe Int.lO M:AIE C A 5 15 CROSS SECTION C -C' TYPICAL KEYSTONE WALL SECTION SK3 0' EMPORARY S:-iCNIN,.; r_AS . w 1.1 LANCE MUELLER 6 ASSOCIATES a "nil' 6 3 • 6 . •■• ' 0 ' 121 L4635■2r • 5C•I1LC. .• 26122 • 206 325 2553 MDCI / INTERNATIONAL CORPORATE CAMPUS EAST SHORING PLAN - BUILDING 9 '7 Ground Support .uo V' • 211/3 132. Ann.. (0353 33.477 7.. 317) 320.0277 , out 05344-2A „. elot• • .1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. TEDv.i SHORING PLANS LANCE 611J61.1.66 6 A•SOCIATIS = - 1: • I 4 . •PC04 4 . .C711 • •IA • b , ,36 1.1:3636 • 5661Iti. WA 61,12 • SOS 1:5 1553 i MDCI / INTERNATIONAL CORPORATE CAMPUS EAST CROSS-SECTIONS ,,,, i _49; ,?..., •LolF:-±... -----LL : _ •: .2 • V ' "c ' , . __ - : .1/4.4,-- .F --- ( 7 V.iii Ir.:, akte_r 00 •1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. F ... ' L. F1 > co r • E 0 23 i u3 tn t m -1 = umnom (CT) . — ill iFt E.= 9,gr. F.Est Et.:i q , / ... _ HI 7'476, Eig gk Ir. ....,. ,... .-..ft 1 1 i a SI ti ,.. i . i . r. - • TEDv.i SHORING PLANS LANCE 611J61.1.66 6 A•SOCIATIS = - 1: • I 4 . •PC04 4 . .C711 • •IA • b , ,36 1.1:3636 • 5661Iti. WA 61,12 • SOS 1:5 1553 i MDCI / INTERNATIONAL CORPORATE CAMPUS EAST CROSS-SECTIONS ,,,, i _49; ,?..., •LolF:-±... -----LL : _ •: .2 • V ' "c ' , . __ - : .1/4.4,-- .F --- ( 7 V.iii Ir.:, akte_r 00 •1 NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. LEGAL DESCRIPTION INTERGATE TECHNOLOGY CAMPUS EAST PHASE II BUILDINGS 7, 8, 9 & GARAGE Portions of Sections 9 and 10, Township 23 North, Range 4 East, W.M., more particularly described as follows: A portion of LOT 2, LOT 3 and all of LOT 4, City of Tukwila boundary Line Adjustment No. L200 -042, as recorded under King County Recording No. 200007289000001, records of King County, Washington. TOGETHER WITH Parcel "D ", City of Tukwila Boundary Line Adjustment No. 89- 6 -BLA, as recorded under King County Recording No. 8908161260, records of King County, Washington. Situated in the City of Tukwila, County of King, State of Washington. Tax Lot Parcel No. Lots 2, 3, 4 — Tax Parcel No. 102304 -9069 Parcel "D ": 734060 -0602, 734560 -0885, & 734060 -0581 NK #71 /ICCE -1.LGL • z W cc 2 ug JU 0 0 W O w = W O 2 g< c d • W I-- O Z I— O 0 O �' O I•- W 2 I- U . L I O •Z W H • = O ~ Z DECLARATION KNOW ALL MEN BY THESE PRESENTS THAT RE THE UNOERSICNED OMNER(S) OF 111E LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 5817.010 AND DECLARE 1115 ADJUSTMENT TO DE 711E GRAPHIC REPRESENTATION O THE SAME. AND THAT SAID ADJJSTMENI IS MADE WHIN THE TREE CONSENT AND IN ACCORDANCE 10111 THE DESRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET CUR HANDS AND SEALS. INTERNATIONAL GATEWAY EAST LLC, BY SHOED CORPORATION. MANAGER, BY: JAMES N. IIARMON. CHIEF FINANCIAL OFFICER, DATE TREASURER. AND SECRETARY STATE OF WASIIINGTON) COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT JAMES N. IIARUOR 15 THE PERSON MID APPEARED BEFORE ME. AND SAID PERSON ACKNOWLEDGE° THAT (HE/SHE) SIGNED 11115 INSTRUMENT. ON OATH STATED THAT 11C SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGE° IT AS THE CFO/ RCASURER/SECRCIANY OF SAQEY CORPORATION, UANACFR OP INTERNATIONAL GATEWAY EAST EEC TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED SIGNATURE Of NOTARY PUBLIC (PRINT NAME) RESIDING AT MY APPOINTMENT EXPIRES APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS DAY Of 2000. CHAIR, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR ACCOUNT NO. BOUNDARY LINE ADJUSTMENT Na NE1 /4 OF THE SEI /4 AND SEi /4 OF THE SEI /4 OF SECTION 9 AND GOVT LOT 15 AND SWi /4 OF THE SWI /4 OF SECTION 1D, T23N., R4E., W.M. TAX LOT NUMBER 702304 -9069 CITY OF TUKN/LA, KING COUNTY, WASHINGTON 2000, I :PTO, • II I I A Lout THAT PORTION Or COIERNUENT LOT 15. SECTION 10 AND INC NORTHEAST QUARTER Cr THE SOUTHEAST QUARTER OF SECTION 9, ALL IN TOWNSAP 23 1101111, RANCE 4 EAST. RU., IN KING COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS: DEONHINC AT 111E WEST ERIE - QUARTER CORNER OF SAID SECTION Iq THENCE SOUTH 01'46'02' WEST ALONG DIE NEST LINE THEREOF A DISTANCE OF 107,22 FEET 10 A POINT ON SAID LINE: THENCE LEARNS SAID LINE SOUTH 61'3312' EAST A DISTANCE OF 512.24 TEEL; THENCE SOUTH 01'46'02' WEST A DISTANCE OP 402.93 FEET; THENCE NORTH 681318' NEST A DISTANCE CC 616.22 IEEI; THENCE SQUAT 8517717' NEST A DISTANCE Of 170.45 FEET TO WE CAST MARTIN Cr PRIMARY STATE I■OIWAY N0. 1, SSR 99, PAOTIC IIIOIWAY SOUTH; THENCE ALONG SAID EAST AARON NORM 8601'33' NEST A DISTANCE Of SOO FEET; THENCE NORTH 0315'27' EAST A DISTANCE CF 120.50 FEET; THENCE NORTH 3736'51' EAST A DISTANCE Of 9014 FEET: THENCE NORM 031577' EAST A DISTANCE Cr" 150.00 FEET; THENCE NORTH 8604'33' WEST A DISTANCE OF 10.00 FEET: THENCE NORTH 0355 EAST A DISTANCE OF 61.90 FEET TO THE DEONTANO Cr A 1766 -FOOT RADIUS CURIE CONCAVE TO THE NEST; THENCE NORIII ALONG SAO CURVE AN ARC DISTANCE Of 126.11 FEET MROUOI A CENTRAL ANCLE EF 05'42'27' TO A PORT ON SND CURVE AND A PONT ON THE EAST -NESS CENTERLINE Of SAO SECTION 9; THENCE LEAVING SAID EAST AARON SOUTH 89'16'45' EAST ALONG SAID EAST -NEST CENTERLINE A DISTANCE OF 274.58 FEEL 70 111E EAST ONE -QUARTER CORNER OF SN0 SECTION 9 IMO THE PONT OF °CONNING. 91UATE° IN DIE CITY OF TUKWILA, COUNTY Of KING, STATE IY WA911NGION. L913 THAT PORTION O GOVERNMENT LOT 15 AM) DIE SOUTHWEST QUARTER O 111E 5OU111WE51 WARIER, SECTION 10 AND THE NORTHEAST QUARTER O ME SGUTIKAST QUARTER. SECTION 9, ALL IN TOWN911P 23 NORTH. RANGE 4 EAST, AM.. IN KING MINTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMUENONG AT THE WEST ONE- QUARTER CORNER O SAID SECTION 10; THENCE SGUIII 0146'07' NEST ALONG DIE NEST UNE THEREOF A DISTANCE O 107.22 FEET TO A PONT ON SAID LINE: THENCE LEAVING SAO UNE SOUTH 67'3312' EAST A DISTANCE O 512.24 FEET; DIEKCE SOUTH 01'46'02' NEST A DISTANCE OF 402.93 FEET TO 111E TRUE PONT CC BEGINNING: THENCE NORTH 661550' WEST A DISTANCE OF 616.22 FEET; THENCE SOUTH 320915' EAST A DISTANCE O 76.64 FEET: THENCE SOUTH 2204'16' EAST A DISTANCE Of 220.58 .CET 10 A PONT ON THE NEST LINE OF SNO GOVERNMENT LOT 15; THENCE LEAVING SAID NEST LINE SOUTH 20'3005' EAST A DISTANCE OF 471.78 FEET; THENCE SOUTH 0106'02' WEST A DISTANCE O 56196 FEET; THENCE SOUR/ 8813'58' EAST A OISTANCE O 371.41 FEET; THENCE SOUTH 01'46'02' WEST A DISTANCE Or 747.71 FEET TO THE NORTHEAST CORNER O LOT 10, DONALDSON ADDITION, ACCORDING 10 111E PEAT THEREOF RECORDED IN VOLUME 20 O FLATS, PACE 46, RECORDS Of KING COUNTY, WA91NGTON; THENCE 5QUt11 691850' EAST A DSTANCE Or 5007 FEET; THENCE NORTH 0106'02' EAST A DISTANCE Of 73.70 FEET; THENCE SOUTH 0918'50' EAST A DISTANCE OF 220.09 FEET I0 THE NEST AARON CF 35111 AVENUE SOUTH; INCNCE NORTH 01'75'02' EAST ALONG SAID REST MANOR A DISTANCE O '051.78 FEET TO A PONT ON SAO MARTIN; THENCE LEAVING SAD AARON NORTH N13'5K NEST A DISTANCE Or 727.95 FEET; THENCE NORTH 0516'07' EAST A DISTANCE O 710.00 FEET: THENCE NORTH 801316' HEST A DISTANCE Cr 30.00 FEET 10 THE PONT Cf WONTING. SITUATED IN THE CITY OF TUKWILA. COUNTY CE KING, STATE Cr WA911NG10N. LOT A THAT PFN1101 Of GOVERNMENT LOT 15 AND THE SOUTHWEST WARIER Or 111E SOUTHWEST QUARTER, SECTION ID AND 111E SOUTHEAST WARIER, SECTION 9. ALL IN TOWNSHIP 23 NORTH. RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: COMMENONG AT TIE WEST ONE - QUARTER CORNER Cr SAW SECTION 10; THENCE SOUTH 0106'07' WEST ALONG 711E NEST LINE THERM' A DISTANCE O 107.22 FEET TD A PONT ON SAW LINE; THENCE LEAVING SAID LINE SOUTH 8713'12' EAST A DISTANCE Or 512.74 FEET: THENCE SOUTH 01'46'02' WEST A DISTANCE OF 402.93 TEE.; IIIENCE 1109111 6113'56' WEST A DISTANCE Cf 675.22 FEET TO THE TRUE PONT Of T THENCE SOUTH 3209'15' EAST A DISTANCE Cr 26.64 FEU; IIIENCE SOUTH 720416' EAST A OISTANCE Cr 270.58 FEET TO A PONT ON THE WEST L92 O MS LOT 15. LEA THENCE LEARNS HS SND SND %E WEST LINE SOWN 70'3005' EAST A DISTANCE O 171.76 FEET; THENCE SWIM 01'16'07' WEST A DISTANCE Of 133.06 FEET; IIIENCE NORIII 6918'15' NEST A CC Cr 757.04 FEET TO THE LUST AARON a PRIMARY STATE IIICIWAY N0. I, SON ON 99, 99, PAOI HIGHWAY SOUIII; THENCE ALONG SAID EAST MANOR NORM 0752'07 WEST A DISTANCE Of 342.12 FEET; THENCE NINTH 177303' YrEST A OISTANCE OF 45570 FEET 10 THE BEGINNING OF A 7061.00 -FOOT RADIUS CURVE CONCAVE 10 THE EAST; THENCE NORTH ALONG SAID CURIE AN ARC DISTANCE O 307.00 FEET THROUGH A CENTRAL ANGLE Cr 1610'.1K 10 THE PONT OF TANGENCY; THENCE LEARNS SAID EAST MARTIN NORTH 0517717' EAST A DISTANCE Of 110.43 FEET TO THE PONT CF BEGINNING. SITUATED HI THE CITY Or TUKWILA, COUNTY Or KNG. STATE Cr WASHINGTON eeRCEL Y)_ THAT PORTION O GOVERNMENT LOT 15 AND THE SOUTHWEST QUARTER Or THE SOUTHWEST QUARTER, SECTION 10 AND Tilt SOUTHEAST QUARTER, SECTION 9, ALL IN TOWN9AP 23 NORTH, RANGE 4 EAST, RU., IN RING COUNTY. WASHINGTON. DE5CR10E0 AS FOLLOWS: BIGAMY': AT THE INTERSECTION or THE SWAT LINE Cr TRACT 35 OF RIVERSIC INTERURBAN TRACTS. AS PER PLAT RECORDED IN KLUUE 10 OT PLATS, PAGE 74, RECORDS OR KING COUNTY. WASHINGTON, WITH 111E EAST AARON O PAOTIC IIIGIKAY SOUTH; THENCE ALONG SAO EAST MARGIN NORM 1273'03' NEST A DISTANCE O 294.34 FEET; THENCE 14011111 11712'07' WEST A DISTANCE OE 779.45 MI; THENCE LEAVING 5110 EAST MARGIN SOUTH 091815' EAST A DISTANCE OF 252.04 FEET; THENCE 51111 01'46'02' NEST A DISTANCE 1Y 179.92 FEET; THENCE SOUTH 8013'56' EAST A DISTANCE Cr 321.41 FEET; THENCE SOUTH 0106'02' NEST A DISTANCE Cr 247.71 FEET TO THE NORTHEAST CORNER OF LOT 10. DONALDSON ADDITION, ACCORDING 10 TIE PLAT THEREOF RECORDED IN VOLUME 20 Of PLATS. PAGE 46, RECORDS O RING COUNTY, WASTANGIDII; THENCE CDIIIPNING SOUTH 010602' NEST A DISTANCE O' 119.97 FEET TO THE SOUTHEAST CORNER THEREOF AND THE NORTH MARGIN CC SOUTH 126111 STREET IIIENCE NORTH 69'18'50' NEST A DISTANCE OE I00.03 FEET; THENCE SOUTH 01'46'02' WEST A DISTANCE O TOW TILI: THENCE N01111 891810' WEST A DISTANCE Cr 36309 FEET 10 711E EAST AARON Of PRIMARY STATE IIIOIWAY N0. I, SSR 99, PACIFIC HIGHWAY SOUTH AND THE PONT Cf REDWING. SITUATED IN THE CITY O TUKNILA, COUNTY Of KING, STATE CC WA91INGION. REEC: CITY C,L APR 18/ „ PERr.11 i AF SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE 111TH THE SURVEY RECORDING ACT AT THE REQUEST OF SADLY CORPORATION ON OCIWER 16. 2000 SIGNATURE CERTIFICATE NO. 18904 DATE RECORDING CERTIFICATE FILED FOR RECORD THIS DAY OF 19 AT Y, IN GOOK OF SURVEYS AT PAGE _AT THE REQUEST Cr DAVID EVANS AND ASSOOAIES. INC. MANAGER /AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR _RECORDING NO. RECORD OF SURVEY AND BOUNDARY UNE ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NEI /4 OF THE SEI /4 AND 5E1 /4 OF THE SEI /4 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SW1 /4 OF SECTION 10, T23N, R4E., W .M. t=�, W \ DAVID EVANS AND ASSOCIATES, 1020 WEST MARINE VIEW DR. SUITE 201 EVERETT, WA 00201 425.250.1000 INC. SHEET 1 OF 4 SCALE t " =too' SURVEYED LDU.IIDu FIELD BOOK DASC0009 OK I DRAWN MNM CHECKED ROI FLE DASC -0011 Z . = Z U N D • ul J = U) LL w gQ = • a I- Z I-- 0 Z I- w c �o U ,,^^ • V/ CI I- W w 1- ` Z w = OF- Z LEGAL DESCRIPTIONS (PER TITLE REPORT, ORDER NO. 070009, PREPARED 07 TRANSNATION TITLE INSURANCE CO., DATED SEPTEYIIER 22. 7000) LOT 2 THAT PORTION Cr GOVERNMENT LOT IS. SECTION 10 AND THE NORTHEAST QUARTER OF THE SOUTHEAST OUNOTER OF SECTION 9. ALL IN TOWNSHIP 23 NORTH. RANCC 4 EAST. W.Y., N KN0 COUNTY, WAWANCTON, DESCRIBED AS FOLLOWS: DCONTANO AT HIE NEST ONE- QUARTER CORNER O SAO SECTION 101 THENCE SOUTH 0116'09 WEST ALONG 111E WEST LINE THEREOF A DISTANCE Of 107.22 FEET TO A PONT ON SAID LINE; THENCE LEAVING SAO LINE SOUTH 67'3317' EAST A DISTANCE OF 512.24 FEET; THENCE SOUTII 0116'02' NEST A DISTANCE OF 407.93 FEET; THENCE NORTH 0013'59' NEST A DISTANCE OF 616.22 FEET; THENCE NORTH 3299')5' WEST A DISTANCE OF 209.67 FEET 10 THE EAST UARE2N OF PRIMARY STATE IOGIWAY N0. 1. SOT 99. PACIFIC HIGHWAY SOUTH; THENCE NORTH 03'55'27' EAST ALONG SAO EAST MARGIN A DISTANCE Of 15000 FEET; THENCE Haim 66•4'33' WEST A DISTANCE OF 10.00 FEET; THENCE NORTH 0355'27' EAST A DISTANCE OF 61.90 FEET TO THE BEGINNING O A 126500 -FOOT RADIUS CURVE CONCAVE TO DIE WEST; THENCE NORTH ALONG SAID CURVE AN ARC DISTANCE OF 126.11 FEET THROUGH A CENTRAL ANGLE OF 054927' 10 A PUNT ON SAID CURVE AND A PUNT ON THE EAST -WEST CENTERLINE OF SND SECTION 9; THENCE LEAVING SAID EAST MARGIN SOUTH 6916'45' EAST ALONG SAID EAST -WEST CENTERLINE A DISTANCE OF 224.58 FEET TO THE EAST ONE - QUARTER CORNER a SAO SECTION 9 AND THE TRUE PONT OF OCGINNNG SITUATE IN THE CITY OF TUKNILA COUNTY O KING. STATE OF WASONCION, LOT 3 THAT PORTION Cr GOVERNMENT LOT 15 AND THE SOUIIIMST QUARTER OF THE SOUTIIWEST QUARTER. SECTION 10 ANO TIE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 9. ALL IN TOVMSIIIP 23 NORTH, RANGE 4 EAST, M.Y, N TONG COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE WEST ONE - QUARTER CORNER O' SAID SECTION It; THENCE SOUTH 0116'02' WEST ALONG 111E WEST UNE TIIEREOF A DISTANCE OF 107.22 FEET TO A PONT ON SAO UNE; DUNCE LEAVING SAO LINE SOUTH 071312' EAST A DISTANCE OF 512.24 FEET; THENCE SOUTH 0116'02' NEST A DISTANCE DI' 402.93 FEET 10 DIE TRUE PONT Of BEGINNING; THENCE NORTH 0013'50' WEST A DISTANCE O 616.22 FEEL; DUNCE SOUTII 329915' EAST A DISTANCE Of 26.64 RCN THENCE SOUTH 210416' EAST A DISTANCE Of 220.58 FEET 10 A PONT ON THE NEST LINE OF SAID GOVERNMENT LOT 15; DUNCE LEAVING SAID NEST LINE SOUTH 10'41'52' EAST A DISTANCE Of 10037 FEET; THENCE SOUTH 21909' EAST A DISTANCE Cr 277.53 FEET; THENCE 5OU111 0146'02' WEST A DISTANCE Of 559.51 FEET; THENCE 5OU111 0613'50' EAST A DISTANCE OF 351.41 TEEN THENCE SOUTH 01'46'02' WEST A DISTANCE OF 247.71 FEET 10 THE NORTHEAST CORNER OF LOT 10, OONALOSON ADDITION. ACCORDING TO 111E PLAT THEREOF RRECOROED IN V9lUME 20 DT PLATS, PACE 46, RECORDS OF KING COUNTY, WASHINGTON: THENCE SOUTH 591050' EAST A DISTANCE OF 50.02 FEET; DUNCE NORTH 01'16'02' EAST A DISTANCE OF 73.75 FEET; THENCE SOUTH 9918'50' EAST A DISTANCE OF 220.09 FEET 70 111E WEST UARON a 35TH AVENUE SOUTH; THENCE 101111 01'4509 EAST A LONG SAO WEST AARON A DISTANCE OF 651.75 FEET 10 A PUNT ON SAO MARGIN; THENCE LEAVING SAID AARON NORTH 8013'50' NEST A DISTANCE OF 227.95 FEET; THENCE NORTH 0140'02' EAST A DISTANCE OF 74000 FEET; THENCE NORTH 00'1950' NEST A DISTANCE OF 30.00 FEET TO THE PONT Cr BEGINNING. SITUATE IN THE CITY O' TUKWILA, COUNTY OF TONG, STATE OF WASHINGTON. NEI /4 OF THE SEi /4 AND SE7 /4 OF THE SEI /4 OF SECTION 9 AND GOVT LOT 15 AND SWI /4 OF THE SW7 /4 OF SECTION 10, T2JN„ R4E, W.M. CITY OF' TUKTTLA, KING COUNTY, WASHINGTON LOT 4 THAT PORT OF GOVERNMENT LOT 13 AND 111E SOUTHWEST QUARTER OF THE SOUi11M57 WARIER, SECDON 10 AN O THE SW IHEASI WARIER. SECTION 9. ALL N TOWNSHIP 23 NIRIIA RANGE 4 EAST, W.Y., N KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COUYENONG AT 111E WEST OTC- OJARIER CORNER O SAID SECTION 10; THENCE SOUTH 0116'02' WEST ALONG THE WEST UNE THEREOF A DISTANCE OF 107,22 FEET 10 A PONT ON SAID UNE; THENCE LEAVING SAN LINE SOUTH 0713'12' EAST A DISTANCE O 512.21 FEET; THENCE SOUTH 0116'07' MST A DISTANCE O 402.93 TEE(; THENCE NORTH 001950' MST A DISTANCE OF 616.27 FEET TO THE TRUE PONT OF BEGINNING; THENCE SOLIDI 3209'15' EAST A DISTANCE O 76.64 FEET; THENCE SOUTH 220416' EAST A DISTANCE Cr 220.50 FEET 10 A PONT ON THE MST LINE OF SAO COAERNMCNT LOT IS; THENCE LEAVING SATO WEST LINE 5011111 1011 EAST A DISTANCE OF 108.37 FEET; THENCE SOUTH 2190'19' EAST A DISTANCE O 277.53 FEET; THENCE SOUTH 011602' WEST A DISTANCE OF 55951 FEET; DUNCE SOUTH 0913'50' EAST A DISTANCE OF 351,11 FEET; HENCE SOUTH 014502' WEST& DISTANCE OF 247.71 FECI TO DIE NORTHEAST CORNER OF LOT 10. DONALDSON ADDITION. ACCORDING 70 THE PLAT TIUREO RECOROCO IN VOLUME 20 OF PLATS, PAGE 46, RECORDS OF KING COUNTY, WASIINGIQN; THENCE CONTINUING 5OUT11 01'46'02' WEST A DISTANCE OF 11997 FEET ID THE SOUTHEAST CORNER THEREOF IWO THE NORTH AARON OF SOUTH 12610 STREET; THENCE NORM 8918'50' NEST A DISTANCE OF 10003 FEET; THENCE SOUTH 0146'02' WEST A DISTANCE OF 10.00 FEET; THENCE NORTH 0916'50' WEST A DISTANCE O 300.13 FEET: THENCE NORTH 0146'07' EAST A INSTANCE Of 19026 FEET 10 111E NORTHEAST CORNER O PARCEL 'C' AS DESCRIBED IN DIE OTT O TUKWILA BOUNDARY LINE ADJJSIMENT/LOI CONSOLIDATION RECORDED UNDER TILE NO. 0900161260, RECORDS OF KING COUNTY, WASHINGTON; THENCE NORTH 8916'50' MST A DISTANCE O 112.75 FEET 10 111E CAST AARON OF PR'MARY STATE HIGHWAY NO. 1, SST 99, PACIFIC NIOIAAY SOUTH: THENCE NORTI 12'23'03' EAST ALONG SOLO EAST AARON A DISTANCE OF SO FEET; THENCE NORTH 075707' NEST A OSTANCE OF 571.57 FEET: THENCE NORTH 12'23'03' NEST A DISTANCE OF 45520 FEET TO DE BEGINNING OF A 1061.00 -FOOT RADIUS CURVE CONCAVE TO THE EAST; THENCE NORTH ALONG SOLO CURVE AN ARC DISTANCE Cr 302.00 FEET THROUGH A CENTRAL ANGLE OF 1618'30' 10 111E PUNT O TANGENCY; THENCE NORTH 6694'33' NEST A DISTANCE O 5.00 FEET; THENCE NORTH D355'77' EAST A DISTANCE O 120.50 MI; THENCE NORTH 37'36'51' EAST A DISTANCE Of 90.14 FEET; DUNCE LEAVING SAKI EAST MARGIN 501111 3209'15' EAST A DISTANCE O 209.62 FEET TO THE PUNT OF BEGINNING. SITUATE IN IIIE CITY O TUKWILA. COUNTY O KING, STATE Of WASHINGTON. PARCEL D THAT PORTION OF TRACT 38 OE RIVERSNE INTERURBAN TRACTS AND THAT PORTION OF DIE SOUTHEAST QUARTER OF THE SOUTHEAST MARTEN OF SECTION 9, TORN9OP 23 WOR111. RANGE 4 CAST, W.Y., LYING EASTERLY or PACIFIC HIGHWAY SOUTH AND SOUTHERLY Of A UNE DESCRIBED AS FOLLOWS: BEONNING AT THE INTERSECTION Or THE SOUTH LINE OF TRACT 38 O RIVERSIDE INTERURBAN TRACTS 91111 THE EASTERLY UNE OF PACIFIC HIGHWAY SOUTH; THENCE NORTH 127312' WEST ALONG SAID EASTERLY LINE 203.50 FEET TO THE TRUE PONT OF BEGINNING; THENCE PARALLEL MMTH THE SOUTH UNE O BLOCK 5, RIVERTON. SOUTH 897112' EAST TO DIE WEST LINE Of SAID BLOCK 5 AND THE TERMINUS OF SAID LINE, AND EXCLUDING ANY PORTION OF VACATED SOUTH 12601 STREET. SITUATED N THE 017 O IIMNLA, COUNTY OF KING, STATE DF WA99NGTOT. BASIS OF BEARING NORTH 01'46'07' EAST. BEING 111E MST SECTION LINE OF SECTION 10, TOANSIIP 23 NORTH. RANCC 4 EAST, NM., AS SHOWN ON IIIE RECORD OF SURVEY FOR THE BOEING COMPANY, RECORDED UNDER 000111095 FILE NO. 9012199002, VOLUME 77 OF SURVEYS. AT PACE 709. RECORDS OF TONG COUNTY, WASN'NCION. SURVEY NOTES 1. LEICA /WILD 1CA 1100 TOTAL STATION USED FOR DOS SURVEY. 2. THIS SURVEY EXCEEDS THE MINIMUM REQUIRED SURVEY PREOSON FOR FIELD TRAVERSES, AS SET FORTH Dr RAC 332 -130 -090. 3. REFERENCE SURVEYS: RECORD O SURVEY, VOLUME 77 or SURVEYS, PACE 209 RECORD OF SURVEY, VOLUME 56 OF 9JRKYS. PAGE 43 RECON Of SURVEY, VOLUME 49 OF SURVEYS. PACE 127 DECO'O O SURVEY. VOLUME 44 Of SURVEYS, PAGE 204 RECORD OF SURVEY, VOLUAE 79 O' SURVEYS, PACE 63 ALL RECORDS O KING COUNTY, WASIIINGION ALSO. AN UNRECORDED A.L.T.A. /A.000. LAND TIRE SURVEY DONE BY BARGIADSEN CONSULTING ENGINEERS. INC TOR 111E SAUEY CORPORATIOI DATED JANUARY 1999 AND TITLED 'DDEINO - EAST MARGINAL WAY CORPORATE PARK' AT I SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ON OCTOBER 16, 2000 SIGNATURE CERTIFICATE NO. 16901 DATE RECORDING CERTFiCATE FEED FOR RECORD 1)115 _ DAY 131 19 AT M IN BOCK OF SURVEYS AT PACE _AT THE REQUEST OF DAVID EVANS AND ASSOCIATES, INC. &TANAGER /AUDITOR SUPT. OF REC(ROS/DEPUTY AUDITOR RECORDING NO. RECORD OF SURVEY AND BOUNDARY UNE ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CiTY OF TUKWILA, KING COUNTY, WASHINGTON NEI /4 OF THE SEI /4 AM) SEI /4 OF THE SEI/4 OF SECTION 9 AND GOVT LOT 15 AND SWI /4 OF THE SW1 /4 OF SECTION (0, T23N. R4E, W.M. DAVID EVANS AND ASSOCIATES, Wi INC. 1020 WEST MARINE VIEW DR. SUITE 200 EVEIEETT. WA 011201 125.250.4090 SHEET 2 OF 4 SCALE 1 " =100' SURVEYED LOU, IIDM FELD BOOK DASC0009 00 . I DRAWN MINI CHECKED RCN FLE DASC -0011 Z • ~ W e • J U UO CO J • LI- W u Q I • d W Z 1- O Z 111 w 2 ❑ • ❑ U ''^^ • V/ ❑ I- WW W U • O .. Z W = O ▪ ~ Z (MISTING SLOG 21 -03 PROPOSED LOT 3 15.95 AC. N6e1y59'W EX1sl1NG 9100 21 -04 O O 50 100 CASED MONUMENT \ CASED MONUMENT 98004'33 13.66' NO RTH \ 200 NEI /4 OF THE SEI /4 AND SEI /4 OF THE SEI /4 OF SECTION 9 AND GOVT LOT 15 AND SWl /4 OF THE SWl /4 OF SECTION 10, T23N., CITY OF TUKWILA, KING COUNTY, WASHINGTON 99916'45'W 338.49' FOUND 2• IRON PIPE 9 10 W/ BRASS CAP PROPOSED PARKING L - - -Zr j r + - -7 Ny 9 e1616 v 5 � - -- z UOAO• - 1 4 1 1 OLD 1 TUNE L •G 17 1�• 1465'07'1 110.45 N NEW LINE r — — L 1 r" 1 1 PROPOSED 1 1 LOT4 1 1 7.00 AC. 1 -, CASED 1 \ ` MONUMENT 1 ` 1 1 1 1 c 1 1 Y L PROPOSED 1 1 "1 •• BUILDING 7 1 1 2 1 CASCO MONUMENT FOUND 3' BRASS CAP 224.59 N 1 \ 511 • 1 1 I ` L -1j6• I 1 1 1 i .0 \ zwL ( 1 L_\ 1 a \ 1 ` r' L - ' V — _ pA11 OLD • A ' 1 1 ` � 0 7 ,� � , 1'y0 � � ■ \ LINE l e 9�' 1 - -' \�, _ 0,I O P' ` -4' r \ r t-4' . 1 t-5. 1 1 1 1 \ `1 I 1 1 1 1 1 1 1 1 PROPOSED LOT 2 7.59 AC. 60' 110 95440 EASEMENT 1 1 I 1 ' - T 1 11 '30.0 1 P 0090500 1 4' 1 9� - '� -rO1NO 4'.4 CONCRETE 16 ▪ • ■ 5 MONUMENT W/ BRASS CAP 2S' RECIPROCAL ACCESS EASEMENT 1497'33'12'W 512,24' (5151190 0100 21 -02 o rL F 1.01 N1�yNC. — 616 ?2 - 50' MADE ACCESS EASEMENT LL-- $ .15.405 2 214.16' 41505 214.16' _ ={- S 1 SET I REC. 410. 9 (FOR MCIRO) 30' -J 7YI n o. l'-1,0000 II ji 1.J0312 4 II . 77 II 111 II I I I EA25' RECIPROCAL 1 ACCESS SC9EN .4171. r.4 2137ZrZirLT`7! . 1 1 . 2 8 Nee13'Se'W-307,90• — .00_ _ _.1 30.00' 1 r 1 425' I - 60 C [ N , 0 C. 240 65 4 • R( e r 227.95 REC. 240. 660 7115201 (4516(91 4044 5157(9 --- 130 (05PN0 BLDG 21 -01 REFER TO RECORD O( SURVEY VOL. 44 O( SURVEYS, PG 704 FOR CCN1ERUNE E. MARGINAL WAY EXISTING BLOC 21 -06 4E., W.M. FOUND PI( NAIL 9'12 FOUN0 PK NAIL 50.1', E 0,1 a_ 0715104G BLOC N66'1 J'S6'W 473.91' 79.9 60' NO 80440 LINE TABLE LINE L1 L7 13 14 15 L7 Le L9 L10 BEARING 1711'19'15'W 969'19'50 - W 4499'19'50 - W H59'16'50'47 N01 - E NB6334' N0004'3r9 NOS'S5'77•E N37'00'15'W DISTANCE 13 26' 70.00' 79.86' 6000' 10 00' 500' 10.00' 61.90' 26 64' 1 4 0 1{ FOUND I 064 K NAIL N 0.17' I W I— :– . LEGEND 1 i n – SET 1/7' TICBAR AND LAP, MARKED '0(A 18904' 1 \ O 1 0 • 40690 PROPERTY CORNER AS NOTED 1 \ • 1 . - 6' ' • FOUND SECTION M AS NOTED 1 "21--.- (4) • ME ASURED BCARVIC/1SIANCC 1 � I ( P ) BEARING/DISTANCE PER RECORDED PLAT 1 \ 2 17, ` ■ g ` � J 1 �v 6:' RIVERSIDE INTERURBAN TRACTS„ 1 1 Vol, 10, PLATS, Pq. 74 7 I ' l (OU40 1 1 J 9 6 '1 1 4 . 1 Pi( NAIL 1 L3— P46-1-- I 4 . - 7 ...to'. w 704.24' (C) 699.10' ( f - = = SOI� 124TH = s7REET = Af / SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REOUEST OF WET CORPORATION ON 01100044 16. 2000 SIGNATURE CERTIFICATE NO. 18904 DATE RECORDING CERTIFICATE FILED FOR RECORD THIS OAY OF 20 AT M, IN DOCK or SURVEYS AT PACE _ AT ME MUM' Or 0400 EVANS AND ASSOCIATES. INC. MANAGER /AUDITOR SUPT. OE RECORDS/DEPUTY AUDITOR RECORDING NO. RECORD OF SURVEY AND BOUNDARY LINE ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NE1 /4 OF THE SE1 /4 AND SEI /4 OF THE SE114 OF SECTION 9 AND GOVT LOT 15 AND SW1 /4 OF THE SWI /4 OF SECTION 10, T23N, R4E, W.M. s DAVID EVANS AND ASSOCIATES, 1020 WEST MARINE VIEW U1(. SUITE. 201 EVERE'rf. wit 911201 425.250,4009 INC( SHEET 3 OF 4 SCALE 1"=100' SURVEYED toy. mu FIELD BOOK OASC0009 OK. 1 DRAWN um/ CHECKED FILE 045C -0011 RCN ,.V.. M.11Y-W64%4:4?f'01' \;,F,'Ci1 `.? sew? -rw11f:.1 xrt ••:'i'C'Xi- .ti? t`.1.16 .. "r Z Z f:4 aa � JU 00 co o U) W ''^^ I" u) II_ c ill 0 g 1 _ d 1_ ILI Z ZF- W W U D O - O H W W 2 1 — Z L/J 0 Z ( I 1 '- FOUND 3' I • BRASS CAP ( IN STEEL S \ SLEEK, \ VOL R-0-5 6, CC 1 0, OF \ P VOL. 5 G. 43 S, 1 PG. E 1 1 1 • 1 ■ T. o 1 1 Z I -a 1 ■ i' q 1 11 3 I .1. , - FOUND 2' IRON PIPE W/ BRASS CAP I pS.Od_.- --'♦Sy 00 -'I PROPOSC � OUILOINC B 1 0 \ § OLD ,, LINE 111 ZSE A I UIC/N Poi ' "E. bi i PROPOSED LOT 7.00 A C. m N69•IB 257.04' ii l NEW LINE m '•i 89 -6 -BLA l"; REC. NO. 6908161260 1 1%5 1 1 %' 1 1 a $ I 1 o 151 I iY 1 1 I IV�. , ■ • S U - - L --, \ 1 ` 1 \ 1 \\ 1 1 FOUND 3' I.P. —, IgV W/ BRASS CAP • HI -WAY PT LION. 1 I REFER 10 R -0 -5 '' VOL. 37 OF SURVEYS I v v PG 107 L r i a I z1 FOUND 4'.4' CONC MONUMENT W/ BRASS CAP 1 110 16 15 NEI /4 OF THE 5E1 /4 ANO SE1/4 OF THE SE1 /4 OF SECTION 9 AND GOVT LOT 15 AND SW1/4 OF THE SW1/4 OF SECTION 10, T23N„ R4E., W.M. 10 CITY OF IUKBILA, KING COUNTY. WASHINGTON 7ONE MICA - i 112.73' Ne9'T6so w- i P,I " fl'i a { OlD E LINE I _ tv V LINE q z L �T PROPOSED BUILDING 9 PROPOSED LOT 3 1595 AC. NRB'13'50'W 321.41' pAt 8 �B11T \ �Ot4S14 1� PROPOSED PCL 5.17 AC. N13911YS0'W 363.09' I __ _ J _1LVACATEDJ__ - ' - GAS PIPELINE EASEMENT (- 1 AFN 8103230520 PARCEL 'D' 89 -6 -BLA AIR 18906161260 Pcl.'B' Pcl. "C 20 CSI J L EXISTING BLDG 21 -05 OA1 F .Ltld 3 Fp1 pq 1 ‘5,101, A G. PLAT OF - RIVERTON" Vol. 13, PLATS, Pg. 36 SOUTH 125TH STREET DONALDSON ADD. Vol. 20, PLATS, Pg. 46 �i ;L - Er N8918'S0 220.09' a . I 100.03 ' L _1 \ ` NB9161'50'W 600.29' C 600.00' PL n LS SOUTH 126TH STREET g FOUND NAIL & BRASS SHINER ES 8808 REFER TO RECORD OF SURVEY VOL. 49 OF SURVEYS. PG 127 • FOR CENTERLINE S. 176111 STREET '—I N 6991' 41 ' W SOUTH 128TH ....1 n _ I 1 ; "; Fallo � I Vol. 10, PLATS, Pg. 74 , �' 11 I I 4.." PK NAIL N8613'5eil- 27774: L3 - c 9 E. 8 C.I. R G AO. 94011 N89'1850 W 701.74' (C) 696.10' P 1 EASEMENT FOR rA(R I&TI 1 _Si SOUTH 124TH STREET --' r I L I I I 1 I ( I I I -I I- t I I I I I I I I I' �F 1 0 DEEDED TO CITY of lU WOL 'I I I L 1 I- • REC. NO. 9203260767 ^ . I L 1 1 I r W I� I RIVERSIDE INTERURBAN o m ,VOI. 10, PLATS, PC. 74 1. 1 i I I L I I � • I TO '. I I OU L L 1 900 2 EGRESS EASEMENT I IO an or TUXAKA 2 I REC. NO. 9203790766 I I I I • L , r I � I J L J J TRACTS 30' ,20 N69'1e'S0'W 974.56' (LI) 96 7.45 (P) T 2 3 O 4 5 6 7 LEGEND STREET • - SET 1/2' REOAR AND CAP, NARKED O - FWIND PROPERTY CORNER AS NOTED ▪ FOUND MONUMENT AS NOTED POI - FOUND SECTION MONUMENT AS NOTED (N) - MEASURED DCARINC/SISTANCE (C) - BEARING/DISTANCE PER CALC1AATIONS (P) - REARINO/01STANCC PLR RECORDED PLAT LINE TABLE LINE L I 1.2 1.3 L7 LB 1.9 u0 BEARING N1119'IS NB91p'50'W N89'16'S0'W N691B'SO NDI'4602 L4 L5 N8694'33'w N6694'33'W NO3'5527 N3299'15'W DISTANCE 13 26 ' 7000' 1956' 50 02' 10.00 5.00' 10 00' 61.90' 26.64' c q 1 ` NORT I \ 42 , � 1 1 0 50 100 3 1 \ 1 1 1 1 I I I 1. 1 I J 1 1 I 1 s 1 - .3 \ 11 • DEA 169047_ _ , ',\P • ` I III 1 III I 11 1 1 T 1 r T l r T y I I I 1 I I "�' 7 I ♦• - I I I 1 1 FOUND CASED - BRASS CAP 3 200 SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CON- FORMANCE WITH THE SURVEY RECORDING ACT AT THE REQUEST OF SABEY CORPORATION ON OCTOBER 16. 1000 SIGNATURE CERTIFICATE NO. 18904 DATE RECORDWG CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT LI IN BOOK OF SURVEYS AT PAGE _ AT THE REQUEST OF DAVID EVANS AND ASSOCIATES. INC. MANAGER /AUDITOR SUPT. OF RECORDS/DEPUTY AUDITOR RECORDING NO. RECORD OF SURVEY AND BOUNDARY UNE ADJUSTMENT FOR INTERNATIONAL GATEWAY EAST LLC CITY OF TUKWILA, KING COUNTY, WASHINGTON NEi /4 OF THE SEI /4 AND SEI /4 OF THE SEI /4 OF SECTION 9 AND OOV'T LOT 15 AND SW1/4 OF THE SWI /4 OF SECTION 10, T23N, R4E, W.M. DAVID EVANS AND ASSOCIATES, 1620 REST MARINE 51011 DR. SUITE 20D EVEI(ETT, WA 90201 425.259.4 ODD INC. SHEET 4 OF 4 SCALE 7"=100' SURVEYED Lou, HOU FELD BOOK 0ASC0009 OK. 1 DRAWN MNN CHECKED 4tH FILE OASC -0011 , v21Vvl2i `:S�ib`.'CPIDi! Z ~ Z ft 2 WU 00 CO CO Ili W F- U) W 2 g Q = d W Z �. O . • W U D CI I— WW _I I� - 9' O LLI Z rz. 0 H Z A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. a C L_ 00 lF R1G1-11 LANE 014.1 NO SCALE NORTH ROADWAY OVERLAY EXHIBIT INTERNATIONAL CORPORATE CAMPUS EAST TUKWILA, WASHINGTON Z • JU .0 O mo U) W • W W O, =W • t- _ 1 Z I- U U O U ' 0 I • W Z: U - . � O Z * 5 w . o w 0, Cr4 1:1; 1 4 c) .. o cra o NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. SHAFT SECTION SECTION LENGTH (FT.) THICKNESS (IN.) OVERLAP (FT.) DIAMETER ACROSS FLATS ( N.) TOP BOTTOM 1 49.65 0.3750 5.63 3640 53.00 2 45.92 0.3125 4.21 27.74 41.05 3 34. 0.2500 • 0.00 19.50 2941 ANTENNA INFORMATION No. ELEVATION ANTENNA TYPE AZIMUTH TX -LINE CUSTOMER REV I 123' -0' / 9) ALP -E 9011 -DIN REV (q) 7/8' NEXTEL (4) SC 9012 -DIN I (4) I -5/8' 2 113' -0" (I) TA- 2350 -LCC (I) I-5/8' XM RADIO 6 20'-0" (I) TA- 2324 -LI4CP (I) 7/8" XM RADIO ANTENNA INFORMATION No ELEVATION ANTENNA TYPE AZIMUTH TX -LINE • CUSTOMER REV 4 80' -0" (2) SC 9012 -DIN REV (2) I -5/8' ATlT (4) SC 9012 -DIN I (4) I -5/8' 5 80` -0" (CO SP 9014 -DIN (6) 1 -5/8' ATIIT — vr�.mi arca..r:,.n I :v1 EIA -222 —F WIND: 80 MPH ICE: 1/2' POLE SPECIFICATIONS ANTENNA INFORMATION I2 -SIDED POLYGON TAPER. N/A No. ELEVATION ANTENNA TYPE AZIMUTH TX -LINE A071 GRA° CUSTOMER REV 3 80' -0" (4) SC 9012 -DIN I (4) I -5/8' I AT4T — vr�.mi arca..r:,.n I :v1 EIA -222 —F WIND: 80 MPH ICE: 1/2' POLE SPECIFICATIONS POLE SHAPE TYPE, I2 -SIDED POLYGON TAPER. N/A SHAFT STEEL. ASTM A572 GRADE 65 BASE PLATE STEEL. A071 GRA° ANCHOR BOLTS, 1118) ASTM MI5 GR. 75 0 0 0 E E N 4 O O 3 U' 0 a 0 U' O o: 0 o: U SHAFT SECTION 4/3/20111 IS,34 BASE LOADS. 0.3750' X 49'— 7 25/32' 12 SIDED POLYGON BASE PLATE 2 " X 68.00' 0 ROUND N/ (16) 2 1/4'• ANCHOR BOLTS ON 62.00'0 B.G. MOMENT. 1341.82 FT -KIPS SHEAR. 1838 KIPS AXIAL. 23.81 KIPS FUTURE ANTENNAS: EXISTING ANTENNAS: PROPOSED ANTENNAS: NOTE: ALL TX —LINES TO I3E INSIDE THE POLE a' -7 9/16' 0.3125' X 45' —II 1/32' 12 SIDED POLYGON 2 PROPOSED PLATFORM 000 1 TYPICAL SPLICE DETAIL PLAN VIEW i 1 1 I ll iji ijl ij1 ili iji ila � �{I(! Ili I ... ill iii ill iii ili iji ill iii III il i ili iliv I 11 I1I i Inch 1/161 1I 1 21 ' 1 3 L ' : I,. . ,L. ° '41%^ ;�Ii , f1 I , I 1 I 5I 61 -WESTCOTF® r. since 38 y t' •EI6 Z l l • 6IU . 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I BOTTOM VAULT 12.73 BAWLING LOCATION LEGEND 0 INDICATES 510 880108 SAMPLNC LOCAROT NORTH ® 1 L AN COIC SUMP TCP.16.60 MFT R00 2C DIA ACCESS MTH LADDER LIFT ROD HANDLE ORIFICE 00.2 (.27.26 OIA•5 5,0 - LADDER STEPS 51ANOARD GALV. 51LTL LOP a a1IP WALL.17.53 4..4.0010 SUMP ELEVATION VAULT 1 RISER DETAL STRAINER SEE DETAIL SHEET CIO SCALE 1 A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. 60 65 0 40 30 20 ' 60 55 50 45 B BED TRAP B SECTION B SCALE: 1 If CORRUGATED METAL RISER TYPICAL SEDIMENT TRAP RISER BUILDING 21 -05 NO SCALE �� Y wi!n'NA ,: 4 � � t• Y �L rIR '� — � � — �_ • � µ �. \b � /III/ � � ___ :�- -_- �••�• TOP IUSER.54.00 SEP TRAP B ---AAENTOERFIR0 Y Y DC 0500 10KE PREVENT' 1L01400N W1M N.G.MN 65 ADE 55 45 l 111IIIIIIjTlljllllll'UIIIM T'4el�ill'i IIIIIIf I,IIIIJII11 IIIII n�i 1 u61 17n Idl ui �n1 111 ui �in 11wi�in IIN 1�nu lu 1�i 1R Lin 1�i 1111TH 1�i 1n In 1�i 1N n u�iu 1111 u�i ndun�il Nlnu �i1 Dlnu �iu 1hni� STAPLES OR HIRE RINGS (TVP.) FILLER FABRIC UATFRW. MNAFI 1000 OR EQUAL. 2X2' WOOD POSTS, STANDARD OR BETTER, CR EOUIVAIENT BURY 6017011 OF FILTER FABRIC MATERIAL N 6X12• TRENCH FILTER GAMIC MATERIAI. pig MILE MESH SUPPdTT INECE FLOOR FABRIC PROVIDE WASHED GRAYEL OR COMPACTED NAME SOL AS 116411 DIRECTED BY LOCAL 1 GOVERNMENT 2•K2•K140A. WELDED MRE MESH OR EQUAL SLTAT1ON FENCE DETi41_ nN 6811 M1a UTAM) ul mii•i Aro on NO SCALE 1 �� / 4 ' 4 T ,, ,,, _ -- :-- -__ - -- , _ ..�- J- - _ ..� J_` Ili -�-�Y = --- "may ' y TYPICAL INTERCEPTOR DITCH NATIVE SOIL OR COMPACTED OACKFILL NO SCALE I' TIN. DEPTH OVERFLOW SPILLWAY 5' MIN. ' i ' II ll ' II r 1PEr= , �►Finar -i" I I1� -I I II�TITI!I`I :!i cj n IF If r'� :L. f: ! ::: ?ifll uIN. f DEPTH 2 -A' ROCK 5001(0RLE SEDTRAP SPILLWAY DETAIL 1'/I \ • fi t - '� :mp"'" _ NORTH 0 20 40 60 NO SCALE MIN. 1' DEPTH 3/4• - I.S' WASHED GRAVEL I�— N W N z • ▪ a 4 W C0 z o Z O W Z f' < p e p d< 9 ° do 3 cc V J 4J m 3 a. V Z W ca F I - Z CC W I- SO III O a ORIC NAL GROUND A� 5' NW, 510Th D SP __- . 1pAW''� EMERGENCY IAA K WS TERFL0W.54.00 4.00 0 {WISH C SPRLWAY155.00 1 - __ _ - ----- 12• S TO OSPER5O SEE,PLAN LN.!_ - TRENCH x. CUP RISER 80710,1 E0E 7 CUP TO ADAPT ADS `..---.- LINER i FINISH GRADE !. •� 1— HIGH WATER 28.00 ' — --MAX t2' — — — BOTTOM LFVE STORAGE 17.53 _ _ BOTTOM YAU T 12.73 I✓ SECTION A VAULT 1 SCALE: 1'•10' MORE T' VERT 60 50 40 30 20 10 VAULT' WA IE.17.53 12 RISER 12 OUTLET + RWND UANH CO YFR MAIMED 'BRAIN' MAX HIGH WATER 2600 (OVERFLOW) PIPE SUPPORT: 3' A 0.90 CAGE BOLTED DR IMBEDDED 2' Ill WALL AT MAX T SPACING. 12 SO OUTLET OEANOUT GATE/SHEAR GATE SEE DETAIL SHEET C15 RES1RICTOi PLATE W/ 3/4 OA ORIFICE ORIFICE N0. I BOTTOM VAULT 12.73 BAWLING LOCATION LEGEND 0 INDICATES 510 880108 SAMPLNC LOCAROT NORTH ® 1 L AN COIC SUMP TCP.16.60 MFT R00 2C DIA ACCESS MTH LADDER LIFT ROD HANDLE ORIFICE 00.2 (.27.26 OIA•5 5,0 - LADDER STEPS 51ANOARD GALV. 51LTL LOP a a1IP WALL.17.53 4..4.0010 SUMP ELEVATION VAULT 1 RISER DETAL STRAINER SEE DETAIL SHEET CIO SCALE 1 A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. 60 65 0 40 30 20 ' 60 55 50 45 B BED TRAP B SECTION B SCALE: 1 If CORRUGATED METAL RISER TYPICAL SEDIMENT TRAP RISER BUILDING 21 -05 NO SCALE �� Y wi!n'NA ,: 4 � � t• Y �L rIR '� — � � — �_ • � µ �. \b � /III/ � � ___ :�- -_- �••�• TOP IUSER.54.00 SEP TRAP B ---AAENTOERFIR0 Y Y DC 0500 10KE PREVENT' 1L01400N W1M N.G.MN 65 ADE 55 45 l 111IIIIIIjTlljllllll'UIIIM T'4el�ill'i IIIIIIf I,IIIIJII11 IIIII n�i 1 u61 17n Idl ui �n1 111 ui �in 11wi�in IIN 1�nu lu 1�i 1R Lin 1�i 1111TH 1�i 1n In 1�i 1N n u�iu 1111 u�i ndun�il Nlnu �i1 Dlnu �iu 1hni� STAPLES OR HIRE RINGS (TVP.) FILLER FABRIC UATFRW. MNAFI 1000 OR EQUAL. 2X2' WOOD POSTS, STANDARD OR BETTER, CR EOUIVAIENT BURY 6017011 OF FILTER FABRIC MATERIAL N 6X12• TRENCH FILTER GAMIC MATERIAI. pig MILE MESH SUPPdTT INECE FLOOR FABRIC PROVIDE WASHED GRAYEL OR COMPACTED NAME SOL AS 116411 DIRECTED BY LOCAL 1 GOVERNMENT 2•K2•K140A. WELDED MRE MESH OR EQUAL SLTAT1ON FENCE DETi41_ nN 6811 M1a UTAM) ul mii•i Aro on NO SCALE 1 �� / 4 ' 4 T ,, ,,, _ -- :-- -__ - -- , _ ..�- J- - _ ..� J_` Ili -�-�Y = --- "may ' y TYPICAL INTERCEPTOR DITCH NATIVE SOIL OR COMPACTED OACKFILL NO SCALE I' TIN. DEPTH OVERFLOW SPILLWAY 5' MIN. ' i ' II ll ' II r 1PEr= , �►Finar -i" I I1� -I I II�TITI!I`I :!i cj n IF If r'� :L. f: ! ::: ?ifll uIN. f DEPTH 2 -A' ROCK 5001(0RLE SEDTRAP SPILLWAY DETAIL 1'/I \ • fi t - '� :mp"'" _ NORTH 0 20 40 60 NO SCALE MIN. 1' DEPTH 3/4• - I.S' WASHED GRAVEL I�— N W N z • ▪ a 4 W C0 z o Z O W Z f' < p e p d< 9 ° do 3 cc V J 4J m 3 a. 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FILLER FABRIC UATFRW. MNAFI 1000 OR EQUAL. 2X2' WOOD POSTS, STANDARD OR BETTER, CR EOUIVAIENT BURY 6017011 OF FILTER FABRIC MATERIAL N 6X12• TRENCH FILTER GAMIC MATERIAI. pig MILE MESH SUPPdTT INECE FLOOR FABRIC PROVIDE WASHED GRAYEL OR COMPACTED NAME SOL AS 116411 DIRECTED BY LOCAL 1 GOVERNMENT 2•K2•K140A. WELDED MRE MESH OR EQUAL SLTAT1ON FENCE DETi41_ nN 6811 M1a UTAM) ul mii•i Aro on NO SCALE 1 �� / 4 ' 4 T ,, ,,, _ -- :-- -__ - -- , _ ..�- J- - _ ..� J_` Ili -�-�Y = --- "may ' y TYPICAL INTERCEPTOR DITCH NATIVE SOIL OR COMPACTED OACKFILL NO SCALE I' TIN. DEPTH OVERFLOW SPILLWAY 5' MIN. ' i ' II ll ' II r 1PEr= , �►Finar -i" I I1� -I I II�TITI!I`I :!i cj n IF If r'� :L. f: ! ::: ?ifll uIN. f DEPTH 2 -A' ROCK 5001(0RLE SEDTRAP SPILLWAY DETAIL 1'/I \ • fi t - '� :mp"'" _ NORTH 0 20 40 60 NO SCALE MIN. 1' DEPTH 3/4• - I.S' WASHED GRAVEL I�— N W N z • ▪ a 4 W C0 z o Z O W Z f' < p e p d< 9 ° do 3 cc V J 4J m 3 a. V Z W ca F I - Z CC W I- SO III O a r. 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'. s<et. of 1 /ld �i3 C •7 • gl +e.3F• ....,,r 048 22 96 26 M iS t 1' pl° .ti sres/ r , 109TH S. 111TH 404.76 X 1640101.78 Y 136710.63 Ds Dy 21 ' set , 22 • .0 23 s ' M1> 24' 03 80 28, nnwlcn 0 64'4 910.47 S2e.47 v S o s P O 9, 'b 0 \ T 2!\ 50W 0 z x V v . •\ ' __ S. BOEING ACCESS of, y 9 y C 66 , 6 ' W 47 w ti v so 80 . 70 ¶ 1. 3 940/000 184 \.1 1S22.17 E e" " 4m137 1 22.220 CITY 1 13187 • $0 ...... ...- v• \ I .' L:•- • 146.. 02.. r. \ • It 0 I THIS MAP IS FOR THE PURPOSE OF ASSISTING IN LOCATING YOUR PROPERTY AND IS NOT GUARANTEED TO SHOW ACCURATE MEASUREMENTS v /e.622I ' 0 \11e � o • \ .� �... I 3I13.SB � ° 1 JCAr9'lL e ba. 4,770.1/0 e 6(b s 'NE '3 -23 -4 N BHtf1Z87 W n N 137 64N' W NE 10 -23 -4 960.4002 40 600.90/ 61�pd SEA. TILE 22 N 0. J 1316.3 11111.1 iiiilij iv llip111. I'll . iij�111! 1!Ij.t. .0!iii !till!' I 11p illlIljl ililp Ui Ij11111 li 1 T . e I •• Iliylr•nl I I BI' IIIII IIIII IIII III III IIII Iljlllllll IIII 111111 IIII III I III IIII IIII III IUIIII IIIIIIII IIIIIIIIIIII IIII 1111111 III IB IIIIIIII IIII IIII III IIII III III IIIIIIIIII • g0.10-70 Orr L/.n $9.30 ;I 31.96 231.102 I DPE.P�A - CITY 1 L0 >.I' 4, 7.,706 rya O./3ur w /. y ; 4 116 D „P S 32 e e l 3/8.19 KC .1892 - S E 3.. - 2 3- 4 * 4 MAP REV. /� ^ •/5.97 ' SCALEI.1 100'DTY 910041.98 %1048333.06 Ira 340389.83 7109201.80 n m L L la . . 35 '" los . .. a ss • • 36 . ' . • • ''''.;;;;"! 104 • .37 ' 4 ''''' • ''Ptig7 „,..,,,,' . loe 101 '44:1Ir 100 : ' •°:•'.1.•7;‘;' KING COUNT • OF.PT. OF ASSESSMENTS 00 UNNLIMBERED TR.. • NO00 111 111111111=1 litak \WM aIIIIIMWMM2mk 05 , 11,0. 1 14 , 21 1 . ' • TIIIS .;;;;;THTPU11P0; W -.-. ASSISTING IN LOCATING YOUR PROPERTY AND IS NOT GUARANTEED TO SHOW ACCURATE MEASUREMENTS • . • LOr 501 cwt.; SE 1 N137 - re • :1 •VESTC.,07: •-s,• -; • ". • do»IngnolmirmillifsgmlniLlamlisAlluutlidiutlutiLloolifuli«kili«Anlm4 KC 1918 SEA. TILE 511 NE 10 23 4 14Wb • - 3,^ra ---- -- 776- ' 4 . * e a Ibge Mp MAP REV. a-a-78 2. O BBB TREE DETAILS (typ) 1 11/111 1 'TIT npnrli„nn,,, qi l 41 - b J i�Jit i J iii � i -I Ofi \ � 111 P:/.r.G..l.✓:l�d I ,'• " ;: a \ \ � - rr e ex e*5 ` : �0 i\ -111 -I =1.1 1 -U 1 1 l /1; I l 11. W- rn - A l i I I I -I 11 -I 11 =1 I' � I I_ I -I �: - I I 3 SET TREE STRAIGHT AND PLACE RooTBALL ON•SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE I/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE RooTBALL. GUT AWAY WIRE, STRING, AND BURLAP. BACKFILL REMAINING PLANTING HOLE PER SPEGIFICATIONS, MEND BAGKFILL A5 NOTED IN HE INSTALLATION NO•rE5. CONIFER 11 I ` I 1; 1 =�1 \ t \ ' t.:i .. \!\ r :Fu I \� L��; fi � ei ii ��re O i \V,�� -1 I I •111 =111 -, I l i =_± 111 1 I _ u 1 -III -1 11 all _, ,„,_ • 1 -., III -1TI =1 I - I I III�IIIT 1= , _,.„. 1 S LT'll7 ' 1 1 R OOT BALL DIAMETER ° CONTAINER SHRUB DETAIL (tip.) 2 N.TS. - 0. 7 . SET SHRUB STRAIGHT AND PLACE FOOTBALL A MACH 9• DEEP 24• DIA RING VD 04 4 C ' u! - I11 - W 9 9 1 - 1B 11 1- II - - I_ r1II;f 2 TIMES ROOT BALL DIAMETER ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE RooTBA I. DO NOT DISTURB ROOTBALL. BAGKFILL REMAINNS PLANTING HOLE PER SPECIFICATIONS. AMID BACKFILL AS NOTED IN THE INSTALLATION NOTES. FINISH GRADE. A : l =. 1 1 - SCAHOLE RIFY SIDES OF PLANTING HOLE. MAKE SURE ,..1 " FHAE GOOD DRAINAGE. 1 EXISTING NATIVE SOIL. • ° CUTTING PLANTING DETAIL (tup.) 4 N.T5. - I I I - u rT 1 1 Lu L ll- Ll OSNA6 NI/NEST BOX DETAIL 7 � 15-40 USE A 24• STEEL BAR OR MARLIN SPIKE AT LEAST 1/2" DIA. AS A PILOT WHEN PLANTING GUM IN DENSE OR GRAVELY 5011.5. INSERT SPIKE TO A MIN, OF V. INSERT CUTTING AND TAMP SOIL AROUND BASE. INSERT CUTTINGS MANUALLY IMO PILOT HOLE TO A DEPTH OF AT LEAST Ie'. LEAVE A MIN. OF 30' OF GUTTING ABOVE GROUND SURFACE TO ALLOW FOR Sum SPROUTING OP LEAVES. --I I I III 11 -1 i =1 ' I lljl 6' 19' 12' min. 12" NATIVE SIIBSRADE . • BIRD NEST BOX II. AG SHALL HAVE A MINIMUM OF EIGHT EIRANcIES, EVENLY DISTRIBUTED AROUND THE TRUNK. 2. MINIMUM BURIAL DEPTH OF 25%. 3. SNAG TO BE INSTALLED AS NEAR TO VERTICAL AS P05 4. TOO SE COMPACTED. 5. SNAG PLACEMENT 5. ATTACH ONE BIRD NEST BOX TO EACH AG APPROXIMATELY 15-FEET ABOVE GROUND WITH °PEEING FACING SOUTH (Gee Speni(Icatlone). CEDAR OR FIR TREE, 20" MIN. P5I4 BAGKFILL. SHALL BE GOMPAGIID TO A MIN. PEEN PER MAX. TMO6�4e (Gee SpeRITICatIons). I I/4 CRUSHED ROCK NOTES, I. GUiTIN65 SHALL BE SPECIES AS NOTED. 2. CUrTIN65 SHALL BE AT LEAST I/2" PIA. AND 4' (mini IN LENGTH. 3. CUTTINGS MIST BE ALIVE WITH SIDE BRANGHE5 CLEARLY REMOVED AND BARK INTACT. CUTTINGS SHALL BE 4 . HE jr BENDS 24 HOULD BE GLEAN. INS. CUT AT AN ANGLE FOR EASY INSERTION INTO HE SOIL THE TOP SHCUI.D BE GUT SQUARE OR BLUNT. 5. CUTTINGS MIST BE FRESH AND KEPT MOIST AFTER GUTTING. THEY SHOULD BE PRUNED AND INSTALLED THE SAME 6. DIP BOTTOM OF CUTTING IN A PLANT ROOTING HORMONE PRIOR TO INSERTION INTO THE SOIL. @'X2" HEMLOCK/FIR STAKES, LOCATED OUTSIDE OF ROOTBALL. FASTEN N/14 GAUGE GALV. WIRE AND 1/2" MEW VINYL H051NB. STAKE WITH NO EXPOSED WIRE • ENDS. NEITHER STAKE OR WIRE MAY TOUGH TREE TRUNK. STAKE HEIGHT M1ST BE AT LEAST 5' FROM FINISHED GRADE. PLACE 3" OF BARK MULCH IN SAUCER TO WITHIN 3 OF TIE TRUNK. REMOVE CONTAINER OR PULL BACK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. WATER DAM AROUND TREE WITH SOIL TO HOLD MATER FINISH GRADE. SCARIFY SIDES OF PLANTING HOLE. MAKE SUE HOLE HAS GOOD DRAINAGE. EXISTING NATIVE SOIL OR E6LY PLACED TOPSOIL. ROOT BALL DIAMETER ° BARE -ROOT PLANTING DETAIL (tup.) BAGKFILL PLANTING HOLE I/2 FULL +5TN NATIVE SOIL, LIGHTLY GOMPAGT SOIL AROUND ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POCKETS. BACKFILL PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. Ii II. -IIFiI MA-CH 3" DEEP 24" DIA RING _ - � -�-I 1I v , 'U a o . r siS /J'.. t%n I I . - -0404, A p o iTi GENERAL PLANTING INSTALLATION NOTES I. PLANT TREE 11/OR SHRUB I/2" HIGHER THAN DEPTH GROWN AT NURSERY. 2. FOR GONTAIEER TREES A /OR SHRUBS, SCORE M DES OF ROOTHALL PRIOR TO PLANTING. LY ROOTBALL IF ROOT CIRCLING 15 3. AFTER PLANTING, STAKE TREES ONLY IF T SARI' (leaning or drooping) OR IN E!S'OSt'D 4. TREE STAKES TO BE VERTIGAL, PARALLEL, EVEN - TOPPED, UNSGARRED AND DRIVEN INTO MOISTURISED 511BGRADE. REMOVE AFTER ONE ©SWALLOW NEST BOX DETAIL M N1AL HAI ENANcE NOTES I. ALL PC00 TO BE I" THICK ROUSHs5 S CEDAR 2. HEIGHT ABOVE BRoU D TO BE AT LEAST 15 FEET. ATTACH TO TREE OR SNAG WITH THREE V4•10 STAIN.EES ST®. WADI!, I/4•)14• AIR VENTILATION NOTCH AT TOP OP ONE SIDE I.OVHeHA ND ON Ti ARES SUES FOUR I /4• DRAIN ' HOLES ON FLOOR DECIDUOUS SET TREE STRAIGHT AND PLACE RooTBM.L ON SOLID GROUND OR ON COMPACTED BAGKPILL. BACKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. CUT AWAY WIRE, STRING, AND BURLAP. BAGKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. MEND BAGKFILL AS NOTED IN TEE INSTALLATION NOTES. SCARIFY SIDES OF PLANTING HOLE. MAKE SURE HOLE HAS 6000 DRAINAGE. FOR BARE ROOT PLANTING ON SLOPES, INSTALL PLANT (UPRIGHT ON LEVEL SOIL TO ASSURE COVER OF ROOTS ON DOWWILL 510E OF PLANT. COMPACT SOIL UNDER ROOT MASS EXISTING NATIVE SOIL. 5. WATER IMMEDIATELY AND THOROUGHLY, HEAVIER AT FIRST, 2 or 9 TIMES PER WEEK THROUGH HE DRY SEASON, TEEN LESS UNTIL ESTABLISH®. 6. FERTILIZE ALL TREES AND SHRUBS WITH AN APPROVED SLOW RELEASE FERTILIZER APPLIED AT MANAPAGTUR3RS SUBSESTED RATES • T. ALL PLANTING PITS SHALL BE AMENDED WITH A SOIL M01511155 RETENTION AGENT TO ASSIST IN KEEPING TIE SOIL MOIST DURING THE DRY SEASON. PLANT SCHEDULE TREES ,SYMBOL SHRUBS 5 •MB01 OUTER 8' ALONG ARGHTOSTAPHYLO5 WA -URSI ALL CURBS WITHIN NEW PLNT6 AREAS 6AULTHERIA SHALLOW ALNUS RUBRA FOPULUS TRIGHOGARPA P5UEDOT5UGA MENZEISII FifAVATMATifffififii o �i�i ∎A ∎•UU�ooi ∎A } T POPULUS TRIGHOGARPA ......• .............:. � SALIX SGOULERIANA 5ALIX LASIANDRA SALIX SITGHENSIS WETLAND SEED MIX fK SFFD # /acre SCIENTIFIC NAME 20% 20% 20% 20% 20% 55# 35# 0.25# 0.25# 0.5# SCIENTIFIC NAME AGER GIRGINATUM ACER MAGROPHYLLUM ALNUS RUBRA FRAXINUS LATIFOLIA MALUS FUSGA PIGEA SITGHENSIS PSEUDOT5UGA MENZIE511 THUJA PLIGATA SCIENTIFIC NAME 0 - CORPUS C)ERICEA HOLODISGUS DISCOLOR MAHONIA AQUIFOLIUM PHYSOGARPUS GAPITATUS ROSA PISOGARPA SYMPHORIGARPOS ALNUS o- LONICERA INVOLUGRATA VIBURNUM EDULE GAREX OBNUPTA CLYGERIA OCGIDENTALIS JUNGUS ENSIFOLIUS JUNCUS TENUIS SGIRPUS MICROGARPUS BUFFER SEED MIX S , ,FFn #/nrrw SCIENTIFIC NAME 100% 10# TRIFOLIUM REPENS COMMON NAME VINE MAPLE BIS -LEAF MAPLE RED ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR COMMON NAME RED -OSIER DOGWOOD OGEANSPRAY TALL ORE6ONSRAPE PACIFIC NINEBARK CLUSTERED ROSE SNOWBERRY BLACK TWINBERRY HIGH -BUSH CRANBERRY KINNIKINNICK SALAL RED ALDER BLACK COTTONWOOD DOUGLAS FIR WESTERN RED CEDAR BLACK COTTONWOOD SGOULER WILLOW PACIFIC WILLOW SITKA WILLOW COMMON NAME SLOUCH SEDGE WESTERN MANNACRASS DAGGER -LEAF RUSH SLENDER RUSH SMALL- FRUITED BULRUSH COMMON NAME WHITE CLOVER SPACING QUANTITY SIZE (MIN) NOTES AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 3' O.G. 5' O.G. 3' O.G. 5' O.G. 3' O.G. 3' O.G. a' O.G. 5' O.G. CUTTINGS, SAPLINGS, SEEDLINGS 6 GROUNDCOVERS CYMR01 SCIENTIFIC NAME COMMON NAME SPACING 40 5' HT. 45 8' HT. 14 8' HT. 1 8' HT. 12 5' HT. 24 5' HT. 38 5' HT. 45 5' HT. SPACING QUANTITY 88 . 131 5/4 19 61 151 105 • 24 24" O.G. AS NEEDED 24" O.G. AS NEEDED 24" O.G. 450 24" O.G. 450 24" 0.G. 400 24' 0.G. 400 2 ROWS /18" 0.G. '150 2 ROWS /18" 0.G. 150 2 ROWS /18" 0.G. 950 2 ROWS /18" O.G. 450 QUANTITY SIZE (MIN) Annllratlnn rntn Der ncre 10# HYDROSEED MIX 1000# ERO -FIBER WOOD FIBER MULCH, or equivalent AnnlTratlon rote now nrre SIZE (MIN) NOTES I8" HT. 18" HT. 18' HT. 18" HT. I8" HT. 18" HT. 18• HT. 18" HT. 1 GALLON I GALLON 3' HT. 3' HT. 2' HT. 2' HT. • 4' CUTTING 4' CUTTING 4' CUTTING 4' CUTTING MULTI -STEM, 3 MIN. •ELL - BRANCHED WELL- BRANCHED WELL- BRANCHED MULTI -STEM, 3 MIN. B ! 5, FULL * BUSHY B It B, FULL ! BUSHY B t 5, FULL 1l BUSHY �•'3 CANE MIN.. • • 3 CANE MIN. FULL ! BUSHY 3 CANE MIN. 1 3 CANE MIN. 3 CANE MIN. 3 CANE MIN. 3 CANE MIN. NOTES WELL ROOTED WELL ROOTED 2 GALLON MIN. SAPLING 2 GALLON MIN. SAPLING 2 GALLON MIN., FULL < BUSHY 2 GALLON MIN., FULL < BUSHY I/2" DIA. MIN., BARK INTACT I/2" DIA. MIN., BARK INTACT I/2" DIA. MIN., BARK INTACT 1/2' DIA. MIN., BARK INTACT 10# HYDROSEED MIX 120# WILBUR ELLIS FERTILIZER 14 -14 -19 50% IBPU, or equiv. 1000# ERO -FIBER WOOD FIBER MULCH, or equivalent STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT • NE CATHERINE OUVER CERIFICATE NO. 744 EXPIRES 6/25/01 B 0 0 P.' Date 4/16/01 Scale Designed Drawn Checked JA. ` Approved Project # 16'73 Sheet # 52.0 111111111111[111 • 111' It Ili 3 111111111111 - rc 'a f" ... 6, ;.. • H IIII IIIUIIIIIIIII III11111111111111111IIIII 11111111111111111I11111111111111 (1111111111111111111111111 v I,K FENCE ..I.,. ( ; a' ' Ty .X., r I x 4N 1� ! S fii �'`�l E3 + c :(1 � , t ^4 . °' ® r /� -J nFUi: r 1: y® �D � V h _ 1 D_ qi 0. y , L r' `� . ► 6 � HL`�\..\ � + ✓- © -,0o 0- 1 � I ����(I��,�AU Q� � , .� � • i 4a��► * a ii 9 -1 * >��' 0> i o l - - � , C OQ_ � ( � � � / �► by ICIi4.•,� 1 (i f_Pl r ti =• i ■r /lam` 1 �/ >` -� Nv , ' • `'� V� � J �� ULTRA BLOCK WA . I 1H: DV WALL F TOPa29.0 ��� -\\` '4F.'- FRONT BASEdtb ^ S I EE SEC11 " \• \. _7 �• en in rtph0 00 joar,Avx,_ Att SCALE. I" = 10' SGT -70 sNA&(see°' ^'•' - - _ - - - S2:0. SHRUBS SYMBOL 1H GV WALL U COO fgh /ft Aft Alit -- -RFMyE RO.C.K__W�ALLU *:.t_NEcplinar ice ` CONSTRUC1 II:=t16.90 (VERIFY) PLANT SYMBOL LEGEND TREES SYMBOL COMMON NAME VINE MAPLE BIG -LEAF MAPLE RED ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR COMMON NAME RED -OSIER DOGWOOD OCEANSPRAY TALL ORESONGRAPE PACIFIC NINEBARK Cr FLOW ti Np - II HA11EH —'' J �v�r Fx illll(:rn f q AREA 5 STREAM ENHANCEMENT PLANTI PLAN SILTIFENCE 15_MATGHLINE-BETWEEN'S SERIES DRAWINGS AND B SERIES DRAWINGS �x_ --k �K AREA 6 STREAM ENHANCEMENT PLANTING PLAN CUTTINGS, SAPLINGS d GC's SYMBOL COMMON NAME rev" way YA 17 AVT YAVCvAA RED ALDER BLACK COTTONWOOD DOUGLAS FIR WESTERN RED CEDAR BLACK COTTONWOOD - SCOULER WILLOW PACIFIC WILLOW L SITKA WILLOW CLUSTERED ROSE SNOWBERRY O — BLACK TWINBERRY HIGH -BUSH CRANBERRY E:XISI ITRE HYDRANT ULTRA BLOCK WALL FRONT rONm1B.25 FRONT EIASE*+13.25 SEE SECTION C x110 / ��` ROCK WALL CONSTRUCTION NOTES R=1 a•G1 —ROCK STEP DOWN 41 NOD CATE •eeeeeeeeeeee . ivy oQO�•♦ �i i ��i�iiieeeeeiiii + ii�i�i�i�i�i�i ° • ` � ' i • � , oe� i���oe♦ I. PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES, A WETLAND ECOLOGIST FROM ALTMANN - OLIVER ASSOCIATES (A0A) WILL FLAG EXISTING VEGETATION TO REMAIN. ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED ALONG THE DRIPLINE OF SIGNIFICANT VEGETATION LOCATED WITHIN OR ADJACENT TO (WITHIN 101 OF CLEARED AREAS. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY AOA PRIOR TO ANY CLEARING AND GRUBBING. 3. SILT FENCING AND OTHER EROSION CONTROL BMP's AND GRADING OF THE STREAM CORRIDOR WILL BE INSTALLED PER CIVIL PLANS. 4. DURING SITE CLEARING, TREES TO BE REMOVED SHALL BE FLAGGED AND LATER STOCKPILED FOR USE AS HABITAT FEATURES IN THE STREAM ENHANCEMENT AREA. 5. SEE CIVIL PLANS FOR ALL CONSTRUCTION RELATED ACTIVITIES PERTAINING TO THE STORMWATER POND, CORRESPONDING STRUCTURES, I.E.'s, GB's, PIPE INLETS AND OUTLETS, AND DISPERSION TRENCHES. b. SEE CONSTRUCTION SPECIFICATIONS FOR DETAILS PERTAINING TO IMPLEMENTATION OF THIS PLAN. 7. CUTTINGS SHALL BE INSTALLED ALONG THE STREAM CORRIDOR IN A 6' WIDTH, AND WITHIN ROCK WALLS (SEE SPECS). S. TEMPORARY IRRIGATION SHALL BE PROVIDED TO ALL NEW PLANTINGS FOR AT LEAST TWO YEARS FOLLOWING IMPLEMENTATION OF THIS PLAN. SEE FINAL IRRIGATION PLANS PREPARED BY WEISMAN DESIGN GROUP FOR DESIGN OF TEMPORARY IRRIGATION SYSTEM IN STREAM ENHANCEMENT AREA. q. ALL HABITAT FEATURES LOCATED WITHIN THE STREAM CORRIDOR SHALL BE ANCHORED, UNDERGROUND, PER WDFRW STANDARD DETAILS. 10. SEE CIVIL PLANS FOR STREAM SECTIONS. II. VEGETATION SURVIVAL RATES WILL BE A MINIMUM OF 50% AFTER 3 YEARS. SEE WETLAND 6 STREAM REPORT FOR DETAILS PERTAINING TO MONITORING. FL. 15.15 _ _ _ _ ROCK WALL (TYP)- ROCK S1EP ti 26 4' T INCE CAW - 4' FENCE -- GATE MATCH EXIST . AVEMENT W1 TH -NFL" ..AYIATNT NC ? UI.. RA WI ACK WAI L I FR 'T TOP -DAN FR AT BAR •ab.o INSTALL PLANTS ALONG EXISTING SLOPE. OVER - EXCAVATE PLANTING PITS 3X THE DIA. OF ROOT MASS. BACKPILL, FERTILIZE, AND MULCH FE L�-SPECIEICATIONS,_EL.AGE 1/2" DIA. JUTE - MESH OVER ENTIRE PLANTING AREA AND STAPLE PER SPECS. IRRIGATE VIA DRIP IRRIG- ATION IN THIS AREA ONLY. GENERAL NOTES 5 10 I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT, WASHINGTON. 1L1 2. SITE PLAN PROVIDED BY LANCE MUELLER ASSOCIATES, Z SEATTLE, WASHINGTON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE STREAM ENHANCEMENT WORK. 4. THIS PLAN 15 AN ATTACHMENT TO THE WETLAND AND V STREAM DELINEATION AND MITIGATION REPORT PREPARED BY ALTMANN OLIVER ASSOCIATES, LLC, CARNATION, WASHINGTON. •� 5. THIS PLAN PERTAINS TO IMPLEMENTATION OF THE HABITAT FEATURES AND. PLANT MATERIAL. ALL OTHER WORK RELATING TO STREAM GRADING, WALL CONSTRUCTION, AND EROSION CONTROL 15 DEPICTED ON THE CIVIL PLANS PREPARED BY DEA. Q. 0 CFf) � � . ∎ i / I �� O 1 lo, ..•'ir, ki. Po1 4 .0.; 20 3o Di3Er 57 0 1 1rx X. INSTALL PLANTS ALONG EXISTING SLOPE. OVER - EXCAVATE PLANTII PI X'THE OF-ROOT -MASS BA I:FILL, FERTILIZE, AND MULCH PER SPECIFICATIONS. PLACE 1/2" DIA. JJTEIMESH OVER ENTIRE PLANTINGrARE A AND STAPLE PE SPECS. 1RRI6ATE VIA DRIP !RR! ATION IN THIS AREA ONL j/ SNAG (seev,„ detgII on 52,0) CHAIN LINK FENCE CONSTCT TEMP DIKE FOR 4y STREAM DIVERSION DURING '-. 'V V % ENHANCEMENT COVSRUCRON. \'yEEE DETA O 5 10 20 30 • irs ; 47 s1 „Cl e ft: i � r► /G►/4►e@ oposembetIptioco g000000Gq eelosee!::: ►: ► ►►.o : ► : 00000 0000 /►000 kreUVIVOVP,0 41* ■41. 411,10 4 100 * ' 411. 4. AREA b (CONTINUED) ,..� / O 5 Ib 20 30 / / / / / / / / / / / / / Lel Cle C) - oe 8 Z o ¢ STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT SIMO CATHERINE OVVER CERIFICATE NO. 744 EXPIRES 6/25/01 •o Date 4/16/01 Scale I " =10' Designed 'V Drawn `0 Checked JA. 50 Approved Project # Sheet # 51.2 11 !Il it ll11l 11 111 U I 'j111II I� I I I II 1'11111I �1�. -I I'Ill'1' 111111115 1111111111 1 1 1 2j . III I I I I I IN 111IIIIIII111I1111111 11111111111111111(II UIIIIINIIIIIIIIIII11111111IIIIIIIIINIIIII1 I I IIIIIIIIII I V III I I IIIIIIIIII111 - xx i 1W.NS�'i ■■ 0000000 \ 14' AREA 3 STREAM ENHANCEMENT PLANTING PLAN SCALE. 1" = 10' — rr Tp CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES, A WETLAND ECOLOGIST FROM ALTMANN - OLIVER ASSOCIATES (AOA) WILL FLAG EXISTING VEGETATION TO REMAIN. ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED ALONG THE DRIPLINE OF SIGNIFICANT VEGETATION LOCATED WITHIN OR ADJACENT TO (WITHIN 10') OF CLEARED AREAS. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY AOA PRIOR TO ANY CLEARING AND GRUBBING. 3. SILT FENCING AND OTHER EROSION CONTROL BMP's AND GRADING OF THE STREAM CORRIDOR WILL BE INSTALLED PER CIVIL PLANS. 4. DURING SITE CLEARING, TREES TO BE REMOVED SHALL BE FLAGGED AND LATER STOCKPILED FOR USE AS HABITAT FEATURES IN THE STREAM ENHANCEMENT AREA. 5. SEE CIVIL PLANS FOR ALL CONSTRUCTION RELATED ACTIVITIES PERTAINING TO THE STORMWATER POND, CORRESPONDING STRUCTURES, I.S.s, CB's, PIPE INLETS AND OUTLETS, AND DISPERSION TRENCHES. b. SEE CONSTRUCTION SPECIFICATIONS FOR DETAILS PERTAINING TO IMPLEMENTATION OF THIS PLAN. T. CUTTINGS SHALL BE INSTALLED ALONG THE STREAM CORRIDOR IN A 6' WIDTH, AND WITHIN ROCK WALLS (SEE SPECS). S. TEMPORARY IRRIGATION SHALL BE PROVIDED TO ALL NEW PLANTINGS FOR AT LEAST TWO YEARS FOLLOWING IMPLEMENTATION OF THIS PLAN. SEE FINAL IRRIGATION PLANS PREPARED BY WEISMAN DESIGN GROUP FOR DESIGN OF TEMPORARY' IRRIGATION SYSTEM IN STREAM ENHANCEMENT AREA. 4. ALL HABITAT FEATURES LOCATED WITHIN THE STREAM CORRIDOR SHALL BE ANCHORED, UNDERGROUND, PER WPF4W STANDARD DETAILS. 10. SEE CIVIL PLANS FOR STREAM SECTIONS. II. VEGETATION SURVIVAL RATES WILL BE A MINIMUM OF BO% AFTER 3 YEARS. SEE WETLAND 4 STREAM REPORT FOR DETAILS PERTAINING TO MONITORING. \N A REA 4 STREAM ENHANCEMENT PLANTING PLAN • Ex 12 S IORM _,"._ now STORE 0 5 10 �" FLOW 20 0 5 10 47(100 �'(G01{�� 'rt)l�0�m *• - �.! �4��! �7� ,•.As , t o P'� . , dnw. �...,..'-!e':� �9 1�' � ".�:t�• v `� �AAC�.' w'r� e•�' v �li �•i�rr��r. f ir, � ��! quair °� 1► `�`��►�� .` � Ci \Ilel�� F NT MEE-.7"2.'4 24 EOIH O- cuug_TalT0151 • 4' FENCE CATE --., YNYL GIAII J .D�: 111- _ ) L; `X �''o Ala7 VAC NNW •10 30 20 30 SHRUBS SYMBOL / / VINE MAPLE BIG -LEAP MAPLE RED•ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR COMMON NAME 0 - RED -OSIER DOGWOOD OCEANSPRAY TALL OREGOHGRAPE PACIFIC NINEBARK PLANT SYMBOL LEGEND .) GENERAL NOTES I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT,' WASHINGTON. 2. SITE PLAN'PROVIDED BY LANCE MUELLER ASSOCIATES, SEATTLE, WASHINGTON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE STREAM ENHANCEMENT WORK. 4. THIS PLAN 15 AN ATTACHMENT TO THE WETLAND AND STREAM DELINEATION AND MITIGATION REPORT • PREPARED BY ALTMANN OLIVER ASSOCIATES, LW, CARNATION, WASHINGTON. 5. THIS PLAN PERTAINS TO IMPLEMENTATION OF THE HABITAT FEATURES AND PLANT MATERIAL. ALL OTHER WORK RELATING TO STREAM GRADING, WALL CONSTRUCTION, AND EROSION CONTROL IS DEPICTED ON THE CIVIL PLANS PREPARED. BY DEA. TREES CUTTINGS 4 GROUNDGOVERS SYMBOL COMMON NAME S M3OL COMMON NAME 32- BLACK COTTONWOOD SCOULER WILLOW PACIFIC WILLOW L SITKA WILLOW CLUSTERED ROSE SNOWBERRY 0 BLACK TWINBERRY HIGH -BUSH CRANBERRY Q CC —J Z ce Q c Q 4 STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT O NE CATHERINE OLIVER CERIFICATE NO. 744 EXPIRES 8/25/01 V• z iu z <o -1z W zzap -'woo • X Z Y■ +fr Z O z 111 II K < m_N A Date 06/01 Scale I1 Designed ,e) Drawn .a!_ Checked JA. 50 Approved Project # Ib13 Sheet # 91.1 III III III III III IIfI U A IL .III II II ill III 111 III III III 111 III III III III III III I m,nl � I tl I I I 21 I � ,I I. 31• I..�. .I . .�...,� � g l � � � g • wESTCOTT' C r . II IIIIIIIIII111IIIIIII1111IIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIIII�OIII W z J ♦♦ SOLENT ROCK -W ' T DACKWATER ENTERING ._ 'II — 77LTIUVE I,L ♦ ♦ ♦♦♦♦ I I (1 1 RI \ t ss TEMP DATA TO PREVENT foo p , .7 Abrfir rZireg-, 0ACitehi, - A - 0 1 - 6 0 0 1, 11 9 . " ).-- 4 S1rAtt re gNftk - . dil , fiti7a4c),74fil) 1..:011,!4(o).:1!■11-1; 02: n „„„,„.ft , • ".•-r i16 -4 111& API MP IMO a hOP felli;t51- • eate ACactertifittliM' It7.11/146.76CbT6j151 !;;;;ItIFW- V4111411:(); \494:117C° s*Arli°14X:airi; 141 bit EXIST CU STANDARD AS RE N %? �� (Cl� RI�� "". Ia 1 FRONT OASES =:.7 �� • ,` r SEE sECnDN ' J ��1 /� 1 \� 4 1 ,�\> 1 ` TW AC Pn_I 7:-.„_°:.c710,4 �q Q� \ /�hnejJ�, Cfi 32n T(C i I i a I rtF[�J,!!'TT''1 C1I0Y '`+� sy '-� 3 tt57 5 „U.s �,.,.• \�I(��`�(r'� SOLID 9 4h'R' NJ(I. '� A �� IE: -8.79 2 -0” 1 I \.� ,,,,..�• CO C tyPE II _54' `'��.J. N 184341. c I ""�,. �•' ••'""� l !i01.11 CUSEfl O V �� E 1839773,85 �? - TEMPO, ARY POUSNINW POND 1 i 1 I ` r•' . Ifi.20 ppp'' 1 1 ., IE =7 14 �..� V ' - N 18 3 (SEC TESCP) E 183976Th tiN 1 ■ F: XIS PARKING 10T 1'1" \ ,,,,,, ' JJJJJJ n 15! 73 LE x 3' -4" ST EL r TP MULTI -PLATE PIPE Af ;11 WATER I SEE SECTION D •SAWCUT EXIST PAVL (see etail on 52.0 ) AREA I STREAM ENHANCEMENT PLANTING PLAN SCALE. I" = 10' 1 �� y 177,, ••�� REMOVE EXIST CURD AND PAN5AEMI 54 LF e' x 3'-4 TEEL IULTEPLATE PIPE 1RC11 FRONT BASE-5.9 SEE SECTION 0 NEW AC PAVEMENT / , NEW PASUAENT !SECTION TO EQUAL EXIST SECTION EXIST B• DIP WATER • �- - EXIST PAVEMENT SNAG (see detail on 52.0) REPLACE EXIST WALL 1NTM ULTRA BLOCK WALL 000 O O `7 O OO„o4�000 AAII�� A A A� 0�~ /EXUWSEOCURD --� b4 �Si•1Q 0/13 ,...a,��! °�j�" -y AA,t . ‘al.' sV 0wo AFAAA'A + 0 mr w. e, waer w' � .. y.. , ' � a ' � 1. ����w�'`® ---- NEW XS AC PAVE /EN NE ! PAWENT SET 10N - -- IS EQUA1. EXIST S CMG GENERAL NOTES ICED CUR I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT, WASHINGTON. 2. SITE PLAN PROVIDED Sr LANCE MUELLER ASSOCIATES, SEATTLE, WASHINGTON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE STREAM ENHANCEMENT WORK. 4. THIS PLAN IS AN ATTACHMENT TO THE WETLAND AND STREAM DELINEATION AND MITIGATION REPORT PREPARED BY ALTMANN OLIVER ASSOCIATES, LLG, CARNATION, WASHINGTON. S.. THIS PLAN PERTAINS TO IMPLEMENTATION OF THE HABITAT FEATURES AND PLANT MATERIAL. ALL OTHER WORK RELATING TO STREAM GRADING, WALL CONSTRUCTION, AND EROSION CONTROL 15 DEPICTED ON THE CIVIL PLANS PREPARED BY DEA. ULTRA - EI - LOC, W.LL EXUlT O4'47 FRONT A5E:f 8E! SEE SE TION D rn��f AREA 2 STREAM ENHANCEMENT PLANTING PLAN SCALE. I" = 10' \ t tl* 7 C��- a ,ter'+' �, �: N � V \ L . .,k.3't- ,:. / lw� � a. � 1 • 4�i♦ • •Cj�� t � * z AT� �� ►: • . • �r,t� O l./ ' ('S: �Strn v e�/ s a_►'� Il .�b�O2®1O:d® % FS*, ��p \ . / . 11;.,'e, T ����yl Q r�aL ,,.. . �.o � car� 1 J� ® �J �- e '�e►'`� ;O — a � � P��t��_ G ' Ili 040 C• PLUM AND ABANOO _� 6 Q /( EXI T 5701 M PIPE � /�� „ JO GS /� 4 MISS LINE �[ \ �] J �T '' �' - �/ CO 'll ?CT I q5T CD 1 5 ANO /,Ri) AS RI UO 1111 {1. /\ 1�/ IO ' LUC INLET ;3 �� 1 I '- �i TO EXIST t3 X 24 T IE =f 12. 12.45 � '!: REMOVES SHRUBS SYMBOL J PLANT SYMBOL LEGEND SYMBOL COMMON NAME VINE MAPLE BIG -LEAF MAPLE RED ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR GOMMON NAME RED -05IER DOGWOOD OGEANSPRAY TALL OREGON6RAPE PACIFIC NINEBARK \'G) ",ks In • TREES CUTTINGS d GROUNDCOVERS SYMBOL COMMON NAME I BLACK COTTONWOOD ...' ..'....'.. "..'.:. '- : SGOULER WILLOW PACIFIC WILLOW a�ate17'� -L 51TKA WILLOW CLUSTERED ROSE SNOWBERRY O — BLACK TWINBERRY HIGH -BUSH GRANBERRY CONSTRUCTION NOTES ' J / /• , • . -NEW EXTRUDED CURD 4 / \yryy P "0000000000000121 W C Pg(1,4 =1 t eV 1, A -10 ' . V .�':I I R\ ��•. EXIST 11GHT FRO 1 DASE D I ' 14 " / �1 j STANDAI I AS REOD SEE . CTION IF e � J ` I o „ � J IP / l \7/� Xh � . Sl E'ARKINC L : ^ J E "� 1_ , Le 0000...00.0 („ ( ., EXIST 8• VP W I. PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES, A WETLAND ECOLOGIST FROM ALTMANN- OLIVER ASSOCIATES (AOA) WILL FLAG EXISTING VEGETATION TO REMAIN. ORANGE CONSTRUCTION FENCING SHALL BE INSTALLED ALONG THE DRIPLINE OF SIGNIFICANT VEGETATION LOCATED WITHIN OR ADJACENT TO (WITHIN 109 OF CLEARED AREAS. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY AOA PRIOR TO ANY CLEARING AND GRUBBING,' 3. SILT FENCING AND OTHER EROSION CONTROL BMP's AND GRADING OF THE STREAM CORRIDOR WILL BE INSTALLED PER CIVIL PLANS. 4. DURING SITE CLEARING, TREES TO BE REMOVED SHALL BE FLAGGED AND LATER STOCKPILED FOR USE AS HABITAT FEATURES IN THE STREAM ENHANCEMENT AREA. 5. SEE CIVIL PLANS FOR ALL CONSTRUCTION RELATED ACTIVITIES PERTAINING TO THE STORMWATER POND, CORRESPONDING STRUCTURES, I.E.'s, GB's, PIPE INLETS AND OUTLETS, AND DISPERSION TRENCHES, S. SEE CONSTRUCTION SPECIFICATIONS FOR DETAILS PERTAINING TO IMPLEMENTATION OF THIS PLAN. '1. CUTTINGS SHALL BE INSTALLED ALONG THE STREAM CORRIDOR IN A 6' WIDTH, AND WITHIN ROCK WALLS. (SEE SPECS). S. TEMPORARY 'IRRIGATION SHALL BE PROVIDED TO ALL NEW PLANTINGS FOR AT LEAST TWO YEARS FOLLOWING IMPLEMENTATION OF THIS PLAN, SEE FINAL IRRIGATION PLANS PREPARED BY WEISMAN DESIGN GROUP FOR DESIGN OF TEMPORARY IRRIGATION SYSTEM IN STREAM ENHANCEMENT AREA. 9. ALL HABITAT FEATURES LOCATED WITHIN THE STREAM CORRIDOR SHALL BE ANCHORED, UNDERGROUND, PER WDF4 W STANDARD DETAILS. 10. SEE CIVIL PLANS FOR STREAM SECTIONS. II. VEGETATION SURVIVAL RATES WILL BE A MINIMUM OF 50% AFTER 3 YEARS. SEE WETLAND 4 STREAM REPORT FOR DETAILS PERTAINING TO MONITORING. II 0 5 %DRl1UED CURB 10 ttcrLALL L MEEK ;11R ' X151' ULTRA OEK WALL NEW AC PAS .MFNT - J - � NEW Pn VME SECTIO TT N 70 EQUAL E 1ST SECTION EXIST n2• CULVERT TO BE REMOVES 20 - SAWCUT E AST PAVEMENT 4' 11151) �./ ROCK WAI I 0 5 O 20 SO V. EX 1B STORM " FLOW R M2 TYi RATE -17. E=XO.Ol x 183503. E 183978E 9> E 5 ,.. 5 8 of as N LP 142 O Ga m u Q o STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT '50710NE CATHERINE OUVER CERIFICATE NO. 744 EXPIRES 6/25/01 z J � z CI O e I- 1L ZIUV . ` V t« 0_ Z ".z 't' W � 0 < Hi Ot / d A S Date 4/16/01 Scale 1" =10' Designed Drawn Checked -IA ` Approved Project (/ 1613 Sheet.# SI.O I' 1111111111111 I II,111111) / 2 I III 'III'1�13III11111111 1� I1 1111 11111 1j 1111 •W ES Tr= ' is I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �'� N (C I M I I � [ 7L / -_ Dlyl r4'Iw K.ILIRIT'M - Af MlU1IYWN1Wl - , I �14 - -- F7=4 Iwa ,:1 I I , fi t N14T M (TM) j 111 • TEMPORARY EROSION AW BED LERAT1ON CONTROL NOTE& [ilHtll�i4 et, r4 uNIAI 1 Too APPROVAL OFF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS, CHANNELS, RETENTION FACILITIES MUTES, ETC.). THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACIUTES IS TIE RESPONSIBILITY OF THE APPUCANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3 TOSS SIREAMONARD INSERT' CR MUM, SHALL BE INSTALLED W ALL CATCH BANNS ADJACENT TO OR RECONNO DRAINAGE FLOW FRON NEARBY WORK MEAS. T4E TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WTH AU. DIE IMPROVDAENTS TO THE EXISTNG BUILDINGS SO AS TO ENSURE NAT ME TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTES IS MINIMIZED. THE TESL FACIUTES NOM ON THIS PUN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACIUTES SHALL NE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES. ETC.). ME TESC FACIUTES SHALL BE INSPECTED DAILY BY ME APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. MITTEN RECORDS SHALL BE KEPT OF WEEKLY RENEWS OF THE TESC FADUTES DURING THE WET SEASON (OCT. I TO MARCH 1I) AND OF MONTHLY RENEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 10). ART AREAS OF EXPOSED SOLD. INCLUDNG IRENCN EXCAVATOR STOOTPILED ON EXISTING PAYMENT, THAT WLL NOT BE DISTURBED FEN TWO DAYS WRNS ME WET SEASON OR MORE THAN RUE DAYS WRING THE DRY SEASON SHALL BE IMMEOAICY STA0UZED WIN THE APPROVED TESC METHODS (EC, SEEDING. MULCHING, PLASTIC COVERING. ETC). !MY AREA NEEDING TESC MEASURES. NOT REQUIRING IMMEDIATE ATTENIIMN, SHALL BE ADDRESSED MMIN FIFTEEN (15) DAYS. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR MMIN 48 HOURS FOLLOWING A STORM EVENT. PI NO THE SHALL MORE THAN ONE (I) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASS. 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. 1 "M K.1I.tl L IOJMI)�OD BMPLNO LOCATION LEGEND O INDICATES STORMWATER SAMPLRNG LOCATION C;IliVI MK Ep OWII [cif 1N' R°L ETE t NOTES IC LM TRT TO .101 PIMII SO AMP IM nOWP 20 14.01 41 1. ML WORKMANSHIP AND MATERIALS SHALL CONFORM WTI THE DIY W TUKWILA INFASTRUCNNE DESIGN MID CDNSTRUC0O1 STANDARDS 2. FOR SITE DIMENSIONS. SEE ARCHITECTS Nit PIM. 3. A TRUCK WASH MEDICO AND LOCATOR SHALL BE DETERMINED PRIOR TO START OF GRADING CONSTRUCTION. BUILDING 21 -02 $22 MEMO 17.07.011 NM /On 10, MOOS XII S. I1. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPUED AT A MINIMUM THICKNESS. 12. NO SANDBAGS SHALL BE USED ON THIS SITE, BAGS MAY BE FILLED MM PEA GRAVEL AND USED ON 11115 SITE. ID. WATER SHALL BE USED FOR OUST CONTROL APPLY WATER WREN EXPOSED SOILS ARE DRY TO THE POINT THAT MID TRANSPORT IS POSSIBLE. SPRAY MEAL UNTIL WET. DO NOT GENERATE ANY RUNOFF BY SPRAWNG. IF NECESSARY. APPLY HYDROSEED OR LIGNIN -BASER TREATMENT TO SLOPES 14. PAYMENT AREAS SNAIL BE STEM CR A ROUTINE BASIS 70 MAIM CMNSTRUCTON DEBRIS AND SEDIMENT EROM ENTERING TIE STORM DRAINAGE SYSTEM. nova ti Sim USW GENERAL OON6IRUC ION BEOUENCC I. PRE - CONSTRUCTION MEETING 2. INSTALL CATCH BASIN PROTECTION ADJACENT TO WORKMEAS. 3. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE MM CITY OF NNWLA STANDARDS. 4. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE THE EROSION AND 5EOIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF TIIKWLA TESC MINIMUM REQUIREMENTS. 5. COVER ALL AREAS THAT DILL BE UNWORKED FOR MORE THAN RYE DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE NET SEASON WITH STRAW. WOOD TIBER MULCH. COMPOST, PLASTIC SHEETING OR EQUIVALENT. 6. STABIUZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 7. SEED CR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. I. UPON COMPLETION OF THE GRADING ALL DISTURBED AREAS MUST BE STABIUZED AND M IPS REMOVED IF APPROPRIATE. BULD6138 7 AND 6 I. CONSTRUCT STORM DRAINAGE AT EDGE OF NORM PARING MO ABANDON REMNANT STALES 2. CONSTRUCT SEDIMENTATION POND. REACTION PONDS I AND 2. POUSNNG POND, FILTER AND PROCESSING UNIT PER WATER TECTONICS, INC. 3. CONSTRUCT STORM MENTOR WELT N0. 1. 4. INSTALL STORM DRAINAGE PIPE ERN POND AREAS TO BUILDING 7 ADO 8. 5 CONSTRUCT ACCESS ROAD ON TEST SIDE INCLUDING FABRIC WRAP PILLS AND KEYSTONE WALLS. 6. INSTALL ACCESS ROAD STORM DRANAGE AND STORM BYPASS UNE. 7. AID ACCESS ROAD. & BEGIN EXCAVATION AND SOIL NAILING OF BUILDING 7 MD 6. R. COMPLETE EXCAVATION, CAXII 'ART mlt IM WL CAMS. ' WM WM h.co lo Wow mum A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. B J DBloB a-- 1.0142 IWO 1. CONSTRUCT SEDMENTATIDN POND MD WATER TECTONICS INC. FACILITIES FOR WATER OUMTY. 2. INSTALL TESCP 3. BEGIN BUILDING EXCAVATION MID TE - BAN WALL 4. COMPLETE EXCAVATION. '\x/CSTCOTTA I . , Ca INNER DIA. M• rt 72- NOTES, FNTRY DATE RRAJI MO MOS I. TO 40.400 R"ISM AY 941. WPM AI (A4111011110. " I WYANTD N AP.ODW1tt 12 ICY OVBLOW DEBF11S CAC1E IRXMTMK'7NW__________ -� - -- -- -- T WIA+74 J: , • ____: _ __L_ _ ' --_' �/ 'To \ • ' :, (P)1 ; \ , RETCH WAIL ,_ :: r__ :r__ _ - - _TWA WOULD _ I L__ �__ ________ _ - - --:-.7:;:7::7 - -- - 60 _;. -.- �` -5.nA- _- --- - - : . :: _ 7 ! -- __ ___ -__ ____7G.-' -- _=dam' :::-_-- - ................................. IM ROME BUILDING 21 -03 �I lllllllllillllll I' hill' ' !Illllllllillilll' 1I111IIIIII II II II III I IIII II1�111I II II . - I nln ulNl7 null w�nn 6u�i lu hn i�iud lu�iudnniiulll nl�il nl IR l�i nl I uu�illB IRI Inn lnu�i udn nli ulLl I I�mduu�iudm OVU6LOW15.00 CB 1 TYPE N 54' EMERGENCY OVERFLOW DEBRIS CAGE. SEE DETAIL THIS SHEET Yam coIO1 •I1 MfDPIr. II 16 SD FUTURE PPE MET . % /� �\ �/ ,-------`•. . \ I \ \ \ V' N ORTH NQffL 0 20 40 II R M1IAU•I1 IIK € . 1 MSF MO IMmNTPR IOO®M W% Imn n ovoeol7 o1 aPI1Iw I.0.4 MO 1I>.oN Tow MUM m.TA.TA \ co \ \\ REACTION POPD SECTION A SCALE: r -- ' L . BUILDING 21 -05 N IM MOM CO T 01.02.2114. 14 I lY , . 1RUSST Iir SMAMRI C 0. 6 2 fr NO VARIES 341' ' Ili& BOTTW ELEV. „ �/�/� II • /APPROX ORIGINAL GNWND V WS ELE /.15.00 I f fE 6 GRAVITY FEED �ti P BE SETILER LINER • 'HELVETII �'� N (C I M I I � [ 7L / -_ Dlyl r4'Iw K.ILIRIT'M - Af MlU1IYWN1Wl - , I �14 - -- F7=4 Iwa ,:1 I I , fi t N14T M (TM) j 111 • TEMPORARY EROSION AW BED LERAT1ON CONTROL NOTE& [ilHtll�i4 et, r4 uNIAI 1 Too APPROVAL OFF THIS TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS, CHANNELS, RETENTION FACILITIES MUTES, ETC.). THE IMPLEMENTATION OF THESE TESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE TESC FACIUTES IS TIE RESPONSIBILITY OF THE APPUCANT/TESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3 TOSS SIREAMONARD INSERT' CR MUM, SHALL BE INSTALLED W ALL CATCH BANNS ADJACENT TO OR RECONNO DRAINAGE FLOW FRON NEARBY WORK MEAS. T4E TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WTH AU. DIE IMPROVDAENTS TO THE EXISTNG BUILDINGS SO AS TO ENSURE NAT ME TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS AND ADJACENT PROPERTES IS MINIMIZED. THE TESL FACIUTES NOM ON THIS PUN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACIUTES SHALL NE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G.. ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES. ETC.). ME TESC FACIUTES SHALL BE INSPECTED DAILY BY ME APPLICANT/TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. MITTEN RECORDS SHALL BE KEPT OF WEEKLY RENEWS OF THE TESC FADUTES DURING THE WET SEASON (OCT. I TO MARCH 1I) AND OF MONTHLY RENEWS DURING THE DRY SEASON (APRIL 1 TO SEPT. 10). ART AREAS OF EXPOSED SOLD. INCLUDNG IRENCN EXCAVATOR STOOTPILED ON EXISTING PAYMENT, THAT WLL NOT BE DISTURBED FEN TWO DAYS WRNS ME WET SEASON OR MORE THAN RUE DAYS WRING THE DRY SEASON SHALL BE IMMEOAICY STA0UZED WIN THE APPROVED TESC METHODS (EC, SEEDING. MULCHING, PLASTIC COVERING. ETC). !MY AREA NEEDING TESC MEASURES. NOT REQUIRING IMMEDIATE ATTENIIMN, SHALL BE ADDRESSED MMIN FIFTEEN (15) DAYS. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR MMIN 48 HOURS FOLLOWING A STORM EVENT. PI NO THE SHALL MORE THAN ONE (I) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASS. 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. 1 "M K.1I.tl L IOJMI)�OD BMPLNO LOCATION LEGEND O INDICATES STORMWATER SAMPLRNG LOCATION C;IliVI MK Ep OWII [cif 1N' R°L ETE t NOTES IC LM TRT TO .101 PIMII SO AMP IM nOWP 20 14.01 41 1. ML WORKMANSHIP AND MATERIALS SHALL CONFORM WTI THE DIY W TUKWILA INFASTRUCNNE DESIGN MID CDNSTRUC0O1 STANDARDS 2. FOR SITE DIMENSIONS. SEE ARCHITECTS Nit PIM. 3. A TRUCK WASH MEDICO AND LOCATOR SHALL BE DETERMINED PRIOR TO START OF GRADING CONSTRUCTION. BUILDING 21 -02 $22 MEMO 17.07.011 NM /On 10, MOOS XII S. I1. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPUED AT A MINIMUM THICKNESS. 12. NO SANDBAGS SHALL BE USED ON THIS SITE, BAGS MAY BE FILLED MM PEA GRAVEL AND USED ON 11115 SITE. ID. WATER SHALL BE USED FOR OUST CONTROL APPLY WATER WREN EXPOSED SOILS ARE DRY TO THE POINT THAT MID TRANSPORT IS POSSIBLE. SPRAY MEAL UNTIL WET. DO NOT GENERATE ANY RUNOFF BY SPRAWNG. IF NECESSARY. APPLY HYDROSEED OR LIGNIN -BASER TREATMENT TO SLOPES 14. PAYMENT AREAS SNAIL BE STEM CR A ROUTINE BASIS 70 MAIM CMNSTRUCTON DEBRIS AND SEDIMENT EROM ENTERING TIE STORM DRAINAGE SYSTEM. nova ti Sim USW GENERAL OON6IRUC ION BEOUENCC I. PRE - CONSTRUCTION MEETING 2. INSTALL CATCH BASIN PROTECTION ADJACENT TO WORKMEAS. 3. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE MM CITY OF NNWLA STANDARDS. 4. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANCE THE EROSION AND 5EOIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF TIIKWLA TESC MINIMUM REQUIREMENTS. 5. COVER ALL AREAS THAT DILL BE UNWORKED FOR MORE THAN RYE DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE NET SEASON WITH STRAW. WOOD TIBER MULCH. COMPOST, PLASTIC SHEETING OR EQUIVALENT. 6. STABIUZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 7. SEED CR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. I. UPON COMPLETION OF THE GRADING ALL DISTURBED AREAS MUST BE STABIUZED AND M IPS REMOVED IF APPROPRIATE. BULD6138 7 AND 6 I. CONSTRUCT STORM DRAINAGE AT EDGE OF NORM PARING MO ABANDON REMNANT STALES 2. CONSTRUCT SEDIMENTATION POND. REACTION PONDS I AND 2. POUSNNG POND, FILTER AND PROCESSING UNIT PER WATER TECTONICS, INC. 3. CONSTRUCT STORM MENTOR WELT N0. 1. 4. INSTALL STORM DRAINAGE PIPE ERN POND AREAS TO BUILDING 7 ADO 8. 5 CONSTRUCT ACCESS ROAD ON TEST SIDE INCLUDING FABRIC WRAP PILLS AND KEYSTONE WALLS. 6. INSTALL ACCESS ROAD STORM DRANAGE AND STORM BYPASS UNE. 7. AID ACCESS ROAD. & BEGIN EXCAVATION AND SOIL NAILING OF BUILDING 7 MD 6. R. COMPLETE EXCAVATION, CAXII 'ART mlt IM WL CAMS. ' WM WM h.co lo Wow mum A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. B J DBloB a-- 1.0142 IWO 1. CONSTRUCT SEDMENTATIDN POND MD WATER TECTONICS INC. FACILITIES FOR WATER OUMTY. 2. INSTALL TESCP 3. BEGIN BUILDING EXCAVATION MID TE - BAN WALL 4. COMPLETE EXCAVATION. '\x/CSTCOTTA I . , Ca INNER DIA. M• rt 72- NOTES, FNTRY DATE RRAJI MO MOS I. TO 40.400 R"ISM AY 941. WPM AI (A4111011110. " I WYANTD N AP.ODW1tt 12 ICY OVBLOW DEBF11S CAC1E IRXMTMK'7NW__________ -� - -- -- -- T WIA+74 J: , • ____: _ __L_ _ ' --_' �/ 'To \ • ' :, (P)1 ; \ , RETCH WAIL ,_ :: r__ :r__ _ - - _TWA WOULD _ I L__ �__ ________ _ - - --:-.7:;:7::7 - -- - 60 _;. -.- �` -5.nA- _- --- - - : . :: _ 7 ! -- __ ___ -__ ____7G.-' -- _=dam' :::-_-- - ................................. IM ROME BUILDING 21 -03 �I lllllllllillllll I' hill' ' !Illllllllillilll' 1I111IIIIII II II II III I IIII II1�111I II II . - I nln ulNl7 null w�nn 6u�i lu hn i�iud lu�iudnniiulll nl�il nl IR l�i nl I uu�illB IRI Inn lnu�i udn nli ulLl I I�mduu�iudm OVU6LOW15.00 CB 1 TYPE N 54' EMERGENCY OVERFLOW DEBRIS CAGE. SEE DETAIL THIS SHEET Yam coIO1 •I1 MfDPIr. II 16 SD FUTURE PPE MET . % /� �\ �/ ,-------`•. . \ I \ \ \ V' N ORTH NQffL 0 20 40 II R M1IAU•I1 IIK € . 1 MSF MO IMmNTPR IOO®M W% Imn n ovoeol7 o1 aPI1Iw I.0.4 MO 1I>.oN Tow MUM m.TA.TA \ co \ \\ REACTION POPD SECTION A SCALE: r -- ' L . BUILDING 21 -05 N IM MOM CO T 01.02.2114. 14 I lY , . 1RUSST Iir SMAMRI C 0. 6 2 fr SET TREE STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PLANTING HOLE 1/2 FULL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. GUT AWAY WIRE, STRING, AND BURLAP. BAGKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL A5 NOTED IN ME INSTALLATION NOTES. MULCH 3' DEEP 24' DIA RING 2 O CONTAINER SHRUB DETAIL (tup.) TUTS. C P 5° ROOT BALL DIAMETER INSERT CUTTINGS MA4lALLY I � I INTO PILOT HOLE TO A DEPTH{ AT LEAST I. LEAVE A I -i I — I —th- i I I—JJJ MIN. OF 30' OF CUTTING � — III- ABOVE GROUND SURFAGE :ll TO ALLOW FOR SIIGGE55FU. 1 i t I I SPROUTING OF LEAVES. U5E A 24' STEEL BAR OR MARLIN SPIKE AT LEAST I/2' DIA AS;'A PILOT WHEN PANTING CUTTINGS IN DENSE OR GRAVELY SOIL. INSERT SPIKE TO A MIN. OF ID'. INSERT CUTTING AND TAMP EbIL AROUND BASE. ROOT BALL DIAMETER SET SHRUB STRAIGHT AND PLACE ROOTBALL ON SOLID GROUND OR ON COMPACTED BAGKFILL. BAGKFILL PANTING HOLE 1/2 FILL WITH NATIVE SOIL, TAMP SOIL TO STABILIZE ROOTBALL. DO NOT DISTURB ROOTBALL. BAGKFILL REMAINING PANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL AS NOTED IN TE INSTALLATION NOTES. FINISH GRADE. CONIFER SCARIFY SIDES OF RANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. 011 EXISTING NATIVE SOIL. O CUTTINe PLANTING$ DETAIL (tup.) 4 ' N.T.S. r NOTES, � _'jl I I -1 1 =1 11 j I. CUTTINGS SHALL BE SPECIES AS NOTED. 2. CUTTINGS SHALL BE AT LEAST I/2 DIA. AND 4' (mnJ IN LENGTH. 3. CUTTINGS MUST BE ALIVE WITH SIDE BRANCHES CLEARLY REMOVED AND BARK INTACT. CUTTINGS SHALL BE PANTED WITHIN 24 '' OF CUTTING. 4. THE BUR ENDS 5HOUD BE GLFAN GUT AT AN ANGLE FOR EASY INSERTION INTO THE SOIL. TIE TOP SHOULD BE CUT SQUARE OR BLUNT. 5. GITTIN65 MST BE FRESH AND KEPT MOIST AFTER GUTTING, THEY SHOULD BE PRUNED AND INSTALLED THE SAME 6. DIP BOTTOM OF GUTTING IN A PLANT ROOTING HORMONE PRIOR TO INSERTION INTO TIE SOIL. ESQ HEMLOCK/FIR STAKES, LOOMED OUTSIDE OF ROOTEALL. FASTEN W14 GAUGE GALV. WIRE AND In' NEW VINYL HOSING. STAKE WITH NO EXPOSED WIRE ENDS. NEITHER STAKE OR WIRE MAY TOUGH TREE TRUNK. STAKE HEIGHT MUST BE AT LEAST 5' FROM PINISFED GRADE. PLACE 3' OF BARK MACH IN SAUCER TO WITHIN 5" OF TIE TRUNK. • REMOVE CONTAINER OR PULL BACK TOP PORTION OF BURLAP FROM ROOTBALL PRIOR TO PLACEMENT IN PLANTING PIT. FORM 5" HT. WATER DAM AROUND TREE WITH SOIL TO HOLD WATER FINISH GRADE. SCARIFY SIDES OF PLANTING POLE. MAKE' HOLE HAS DRAINAGE. 7 i r „*., 1 EXISTING NATIVE SOIL OR 1 1 I I' I I II NEWLY PLACED TOPSOIL. O5ARE -ROOT PLANTING DETAIL (tu_p.) a ° BAGKFILL PLANTING HOLE 1/2 FULL WITH 4 NATIVE SOIL, LIGHTLY COMPACT SOIL AROUND O 4 ROOTS AND ALLOW WATER TO SETTLE. DO NOT LEAVE AIR POCKETS. GAGKFILL REMAINING PLANTING HOLE PER SPECIFICATIONS. AMEND BAGKFILL AS NOTED IN THE INSTALLATION NOTES. MULCH 3' DEEP 24' DIA RING - i1 11 -- a TIMES ROOT BALL DIAMETER I. PLANT TREE 4/OR SHR19 I/2' HIGHER 'MAN DEPTH GROWN AT NURSERY. 2. FOR CONTAINER TREES 4 /OR SHRUBS, SCORE NU DES OF ROOTBALL PRIOR TO PLANTING. LY ROOTBALL IF ROOT GIGGLING 15 3. AFTER PLANTING, STAKE TRESS ONLY IF {r SARY (Leong or drooping/ OR IN EXPOSED 4. TREE STAKES TO BE VERTICAL, PARALLEL, EVEN - TOPPED, UNSGARRED AND DRIVEN INTO UNDISTURBED SUBGRADE. REMOVE AFTER ONE FINISH GRADE. DECIDUOUS SET TREE STRAIGHT AND PLACE ROOTEALL ON SOLID GROUND OR ON COMPACTED BAGKPILL. BACK'ILL PLANTING HOLE 1/2 FILL. WITH NATIVE SOIL, TAMP SOIL O STABILIZE GUT AWAY HIRE, STRING, AND BURLAP. • T LL REMAINING PLANTING HOLE PER SPE&IFIGAT1ONS. AMEND • LL AG NOTED IN THE INSTALLATION NOTES. SCARIFY SIDES OF PANTING HOLE. MAKE SURE HOLE HAS GOOD DRAINAGE. FOR BARE ROOT PLANTING ON SLOPES, INSTALL PLANT UPRIGHT ON LEVEL SOIL TO ASSURE COVER OF ROOTS ON DOWNHILL SIDE OF PLANT. COMPACT SOIL UNDER ROOT MASS EXISTING NATIVE SOIL. GENERAL PLANTING INSTALLATION NOTES 5. HATER IMFEDIATELY AND THOROUGHLY, HEAVIER AT FIRST, 2 or 3 TINT PER WEEK THROUGH THE DRY SEASON, THEN LESS UNTIL ESTABLISHED. 6. FERTILIZE ALL TREES AND SHRS5 WITH AN APPROVED SLOW RELEASE FERTILIZER APPLIED AT MANUFACTURER'S SUGGESTED RATES T. ALL PLANTING PITS SHALL Be AMENDED WITH A SOIL MOISTURE RETENTION AGENT TO ASSIST IN KEEPING THE SOIL MOIST DURING THE • PRY SEASON. PLANT SCHEDULE TREES SYMBOL SHRUBS SYl.WTI SCIENTIFIC NAME AGER GIRGINATUM ACER MAGROPHYLLUM ALNUS RUBRA FRAXIN/5 LATIFOLIA PSEUDOTSUGA MENZIESII THUJA PLIGATA SCIENTIFIC NAME GORNUS ‘ SERIGEA HOLODISCUS DISCOLOR MAHONIA AQUIFOLIUM ROSA PISOGARPA SYMPHORIGARPOS ALMS VIBURNUM EDULE GROUNDCOVER ,SYMBOL SCIENTIFIC NAME OUTER 5' ALONG ARGHTOSTAPHYL05 WA -UREI NEW PENT AREAS ALL CURBS WITHIN -{ GAULTHERIA SHALLON WETLAND SEED MIX jK RFFT7 # /acre SCIENTIFIC NAME 20% 55# CAREX OBNUPTA 20% 35# GLYCERIA OCCIDENTAL'S 20% 20% 20% 025# 025# OS# JUNCUS ENSIFOLIUS JUNGUS TEN11S SGIRPUS MIGROGARPUS BUFFER SEED MIX $ SFFI] 13/evrn SCIENTIFIC NAME 100% 10# TRIFOLIUM REFERS COMMON NAME VINE MAPLE BIG -LEAF MAPLE RED ALDER OREGON ASH DOUGLAS FIR WESTERN RED CEDAR COMMON NAME RED - OSIER DOGWOOD OCEANSPRAY TALL OREGONGRAPE CLUSTERED ROSE SNOWSERRY HIGH -BLUSH CRANBERRY COMMON NAME KINNIKINNIGK SALAL COMMON NAME SLOUGH SEDGE WESTERN MANNAGRASS DAGGER -LEAF RUSH SLENDER RUSH SMALL- FRUITED BULRUSH COMMON NAME WHITE CLOVER SPACING QUANTITY SIZE (MIN) NOTES AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN SPACING 32 5' HT. 22 8' HT. 5 8' HT. 3 G' HT. 42 5' HT. 10 5' HT. QUANTITY SIZE (MIN) NOTES MULTI -STEM, 3 MIN. WELL - BRANCHED WELL - BRANCHED WELL - BRANCHED B t B, FULL t BUSHY B t B, FULL t BUSHY 3 CANE MIN. 3' O.G. 31 IS" HT. 5' O.G. SO 18" NT. � 3 CANE MIN. 3' O.G. 3' 04. 160 IS" HT. FULL t BUSHY 1 6° 4 0 4 IS" HT. 3 DANE MIN. 3' O.G. A4 IS" HT. 3 CANE MIN. 5' O.G. 8 I8" HT. 3 CANE MIN. SPACING QUANTIT SIZE (MINJ NOTES 24" O.G. AS NEEDED I GALLON ' WELL ROOTED 24" O.G. AS NEEDED I GALLON NELL ROOTED Appllr.otlon rate oar acre 10# HYDROSEED MIX IOOO# ERO -FIBER WOOD FIBER MULCH, or equivalent Annllpntion rate Oer men 10# HYDROSEED MIX 120# WILBUR ELLIS FERTILIZER 14 -14 -14 50% IBM, or equiv. 1000#' ERO -FIBER WOOD FIBER MULCH, or equivalent -I Q = STATE OF WASH NGTON REGISTERED LANDSCAPE (Dr ARCHITECT O NE CATHERINE OUVER CERIFICATE NO. 744 EXPIRES 6/25/01 es la 0 0 e I Date 4/16/01 Scale Designed ` Drawn `O Checked JA. SO Approved Project # 1613 Sheet (f B2.0 Ii 111li li Oil iii llllllllllUV I'ji.�1G itlilllil• 3I 3Illlll l!II }�.IIILIIIIIIII IIIVIII II IIIIIIIIlIIIIiI 4 >):r ^j 5 . WCSTC07T ri ? . Inrn 11C I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I1111I 0 Q , 1704Fira ) ONP 010 P , ��� OOo :CI � _ = O Qr z trir Q o EXIST PAVEMENT Sf�CTICN ID EXTRUDED UT AREA A WETLAND A RESTORATION AREA SGALEI I" = 10' GATE 'C1 EXIST .; AAGGGNT 147P'' :W EXTRUDED CURT A AREA 5 BUFFER RESTORATION AREA NORTH OF WATERCOURSE SGALEI I" = lo' GENERAL NOTES PLANT SYMBOL LEGEND I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT, WASHINGTON. 2. SITE PLAN PROVIDED BY LANCE MUELLER ASSOCIATES, SEATTLE, WASHIN6TON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE BUFFER RESTORATION WORK. 4. THIS PLAN 15 AN ATTACHMENT TO THE WETLAND AND STREAM DELINEATION AND MITIGATION REPORT • PREPARED BY ALTMANN OLIVER ASSOCIATES, LLG, CARNATION, WASHINGTON. TREES SHRUBS SYMBOL GOMMON SYMBOL VINE MAPLE B16 -LEAF MAPLE RED ALDER OREGON A5H DOUGLAS FIR WESTERN RED CEDAR O —/ COMMON NAME 0 — RED -OSIER D06WOOD OGEANSPRAY TALL ORE6ONERAPE CLUSTERED ROSE SNOWBERRY HIGH -BUSH GRANBERRY <I VAULT z TOP OF IJEG ELEV =S .00 SILT FENCE )_MATGHL-INE-BETWEEN'S DRAWINGS AND B SERIES DRAWINGS CONSTRUCTION NOTES I. PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES, A WETLAND ECOLOGIST_ FROM ALTMANN- OLIVER ASSOCIATES (AOA) WILL FLAG EXISTING VEGETATION TO REMAIN. ORANGE GONSTRUGTION FENCING SHALL BE INSTALLED ALONG THE DRIPLINE OF SIGNIFICANT VEGETATION LOCATED WITHIN OR ADJACENT TO (WITHIN 109 OF CLEARED AREAS. 2. LANDSCAPE CONTRACTOR SHALL NOTIFY AOA PRIOR TO ANY CLEARING AND GRUBBING. 3. SILT FENCING AND OTHER EROSION CONTROL BMP's AND GRADING OF THE BUFFER AREAS WILL SE INSTALLED PER CIVIL PLANS. 4. DURING SITE CLEARING, TREES TO BE REMOVED SHALL BE FLAGGED AND LATER STOCKPILED FOR USE AS HABITAT FEATURES IN THE BUFFER RESTORATION AREAS. 5. SEE CIVIL PLANS FOR ALL CONSTRUCTION RELATED ACTIVITIES PERTAINING TO THE STORMWATER POND, CORRESPONDING STRUCTURES, I.E's, GB's, PIPE INLETS AND OUTLETS, AND DISPERSION TRENCHES. b. SEE CONSTRUCTION SPECIFICATIONS FOR DETAILS PERTAINING TO IMPLEMENTATION OF THIS PLAN. 1. TEMPORARY IRRIGATION SHALL BE PROVIDED TO ALL NEW PLANTINGS FOR AT LEAST TWO YEARS FOLLOWING IMPLEMENTATION OF THIS PLAN. SEE FINAL IRRIGATION PLANS PREPARED BY WEISMAN DESIGN GROUP FOR DESIGN OF TEMPORARY IRRIGATIONSYSTEM IN BUFFER RESTORATION AREAS. 8. VEGETATION SURVIVAL RATES WILL BE A MINIMUM OF 80% AFTER 3 YEARS. SEE WETLAND < STREAM REPORT FOR DETAILS PERTAINING TO MONITORING. •. �vIW 1`� ,, t'—Q ido: ,l I •' i, )•� /A p� • � >��•. ►C \; • , o C�;i� 6 ora ,� q r- D y ry r"1 �� ,�► \►` �r...��� � 7 _ Jo ko ,.. -1-. 2 911117 ra 1� rr ►: • �i fF_ �- itift � , t „ • Q 1 ►�i �� \I/ "S ' , - .v�{i ta L � 1 �t�� y P ' [l lags 11.. /41e `I . ��� \� D � �,��4 1 ii'i �'��!; �tl � 1G : , -�� �� i ' 1 w i/ / s 1 � Lei .: ;.�d ! :t .�irs49, ►" �"�m' WI r s \�� � CAW vi �' �� :w���������- ��!t� il �:�� ��� J %— �s) +���i 1 �:e { � AA. i ♦1 �r ` 1 +\ � , � •. 1 Q1) Ittlt. � l►� ��. /sue X G: %J/� �� ( , X117 000aP�cr�ri►� >o4 > �►� ►erg ►�►�G►'�sr O 5 10 20 30 C.3 0 CIL • of S STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT `STM NE NE CERIFICATE NO. 744 EXPIRES 6/25/01 0 4 Date 4/16/01 Scale I" =10' Designed so Drawn 4 Checked JA. SO Approved Project # 1693 Sheet j 51 .O 1',",11II W i I1i1111 I III'I 1 !. 1 31•" 1111 1 11 11 1 I1111 51 111111111j1111 51 EST 9Tr.. e n . • IIIII11111IIIII11111111111111111111IIIIIIIIIII111II1111111 )111 IIIIIIIIIIIII111IIIIIIIIIIIIIIII1111IIIIIIIIIIII111111111 !111111111 1 U 727,. C • • T R10CATE EXIST STANDARD AS R CQ 370 TYPE SOLID COV:R-.i IE - -8.79 24 N 184341.61 E 1639773,05 SCALE. I" = 10' NEE .0 NE I PAYMENT SE( ID EQUAL EXIST `.. EXIST CUR cSENERAL NOTES ON --- CRON . a AND AN STORM SERER MENT 00/ 006 Q ' _O .vs, T% �� N 1799 \r�� f)1 $9 � �o pI • n I /D AY OM PAVEM \\ EAST EOfC OE Wh1ER � � � � FL ..- I Ir1A OA•'1 '` y mriltryk„... BI.Of. ) v I ^ i � _ �u� Luai edz UNE GTR` 0.µ H i N11 '' 0 •..-�""�� �,...._.,,i+•_ ,. 1��..+^ CO 11 TYPE f• �" SS01.11 COVET Ii 1E4 (6 N 10,218.33 E 163 \V r') S3 ^ G IFp( X 3' -4 -PL IE PIPC A \N `; ,7 i /. \yryy cP b ��° P4� a}- �A��LA� lI�. A0AIAr A*f 1A�� 1 �_.�� 4' ~ • ylE NIB. .�.ri. fN /����• J `.ff� �• ., i''(atlanlls .�fi" •' .��'M•. , - --- Vole 4 4' NIGH ROCK WkLL (TYP) -VJ1� SAN EAS 54 .-NEW EXTRUDES CURB I 1 SEE SECTON detail + 0 .SAWCUT EXIST PAV on 52.0 ) ...E... • 1 T 1 r F • 4 f/- `tj '.-.� \ BASE= ` mil �A� `�.- �\, l �V ,) , REL STANDAI I A5 EXIST REgD UGtIT SEE 1 • CTIOV 0 B. /`'I 1_ 0 0� ....1 � //II � �� i � 1 ,�r, /� \r., . , S PARKING I \ 4 ,' VJ \( 4 EXTRUDED CL TD M:�)l�`I�a ' - NEW ♦:XT( 1DE0 CUR I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT, WASHINGTON. 2. SITE PLAN PROVIDED BY LANCE MUELLER ASSOCIATE-5, SEATTLE, WASHINGTON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE STREAM ENHANCEMENT WORK. PLAN LEGEND PP —I L PHOTO POIN S SNAG (see detail on 520) 14' RICH CONS (('(IL TEMP OAR 10 PREVENT BACKWATER ENTERING CONSII1IICRON AREA. 1AN1L CHAIN MK FENCE- \- \ ♦ / ._--- 1 � ; APPROXIMATE EDGE OF FRONT BASE =6.9 SEE SECTION B ti• TEMPO URN POJSTINO POND (SEE TESCP) ■ • 1 SEL N : 1.16, - SEW' AC 5A''(I)( Y'T •` EYT P,".YYT�. CRON EJ.`Y : _ 0 SECTION - 1 i I 1 1 1 1 i EXIST PARKIN. ^, LOT STREAM ENHANCEMENT AS —BUILT PLANTING PLAN `:i P �•�_l ( �`�O r44i� A.•� mo o.., 0 17 � 'gla y f 1,7,7- 1 I -x `o \ _- PLU AND (.SANDS EXI STD M PIPE 115T CO RUC INL) 3 ,1777,16480:0:;cta°, 411 ® u 11 a l ♦�) :(SCAIP :0151' (MADAM) AS R (((HO EX) • 511)1:0 XIST 24 I) T E REMOVE. 4' HIGH ROCK WA K IF z UL11 -PLATO PIPE 4' HIGH " I(OCK WALL 0 02 'TYPE RAIE =17.00 J E =10.01 24" t 163.03.79 1839789.73 NEW AC PAVEMENT /NEW PAVIAENE SECTION / TO EQUAL EXIST SECTION EXIST 8 DIP WATER -- SAWCUT EXIST PAVEMENT $NAG (see �p \b a SW)1 on �' A \ \Q NEW CUR! pp � S• 0 4�� 0 �7 4 4��' q7� .�•• All XTRUOEO - - _ d �s x` . , :.� ..�..�.�,: •- �'�'d�1f�d � � "�o,���f IO lf a { - ' - � 0; �' �� 1 I - �>" 3!, •' _.�" • \2" / • 1:1 W7 �� Y ry 9 `P' " /� 1' '• / �`, �i -_ 1• j ° ,9 , 11m 4101 !A....�' IF ''; I.v''r�Se� • „w I % ;,.� _ b �` " ,,. _`� • •... `�. F j� _../4 .. , ;$r .iii ... i – // , '_ Ii ' .",.. .: ��. • 1 1. _FRONT 1 O FRONT OP FRONT ASE: EE SE BON WALL, 4a 6.9 (n• STREAM ENHANCEMENT AS —BUILT PLANTING PLAN SCALE. I" = 10' PLANT SYMBOL LEGEND TREES CUTTINGS 4 OROU NOGOVERS SYMBOL COMMON NAME %1 SHRUBS SYMBOL VINE MAPLE MOUNTAIN A5H RED ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR COMMON NAME 0 — RED-0SIER DOGWOOD OGEANSFRAY TALL OREGONGRAPE PACIFIC NINEBARK 7A\ SYMBOL COMMON NAME `ryr SLACK COTTONWOOD .......... ` 5GOULER WILLOW PACIFIC WILLOW O CLUSTERED ROSE SNOW✓BERRY O — BLACK TWINBERRY HIGH -BUSH CRANBERRY .• )5 ; 71(` 'AET:RSYE EXIST ROK'W'g {L TO 551(1)) i II REPLACE EXIST WALL WITH ULTRA BLOCK WALL AS —BUILT NOTES ' \ EXIST 8 DIP WATER I. GRADING OF THE FIRST PHASE OF THE STREAM ENHANCEMENT WORK (AREAS I ! 2) WAS COMPLETED IN THE SUMMER OF 2001, FOLLOWED BY PLANTING IN THE FALL/WINTER OF 2001/2002. 2. PLANTING WAS APPROVED BY THE CITY OF TUKWILA IN SPRING OF 2002. 3. ALL WORK WAS DONE GENERALLY CLOSE TO THE APPROVED PLAN WITH THE EXCEPTION OF PLANTING OF CONIFERS BELOW THE WALL ALONG THE STREAM CORRIDOR. IT WAS DETERMINED THAT THE TIDAL INFLUENCE WITHIN THE STREAM CORRIDOR WAS TOO HIGH TO SUPPORT CONIFEROUS SPECIES, , THEREFORE SMALL ROCKERY ISLANDS WERE INSTALLED BELOW THE WALLS TO ALLOW PLANTING OF SOME WET - TOLERANT DECIDUOUS VEGETATION INCLUDING, OREGON ASH, WESTERN CRABAPPLE, BLACK THINBERRY, RED -OSIER ' DO5140012, AND PACIFIC NINEBARK. THE SITKA SPRUCE THAT•WERE LOCATED ON THE ORIGINAL PLAN BELOW THE MALL WERE RELOCATED ABOVE THE WALL. THE ONLY PLANTINGS INSTAI I FD IMMEDIATELY ALONG THE CORRIDOR WERE THE CUTTINGS. 4. PHASE II OF THE STREAM ENHANCEMENT WORK 15 SCHEDULED TO BEGIN IN THE SUMMER OF 2003 FOLLOWED BY PLANTING IN THE FALL/WINTER OF 2003/2004. 5. MONITORING OF PHASE I BEGAN IN THE SPRING OF 2002 AND WILL CONTINUE TWICE YEARLY THROUGH SPRING OF 2001. MONITORING OF PHASE II WILL BEGIN IN THE SPRING OF 2004 AND WILL CONTINUE TWICE YEARLY THROUGH SPRING OF 2005. 6. PLANT WARRANTEE WAS COMPLETED OVER THE COURSE OF THE FIRST YEAR WITH FINAL REPLANTING OCCURRING IN EARLY FEBRUARY. NE O 5 Ib EXTRUDED CURB ,,, u•LACL (.8151' WALL YAM / 0(360 OLOCK WALL NEW AC PA l MENT -- NEW PAVMEA' SECTION 7C EQUAL E: ST SECTION 20 - •- i EXIST PAVEMENT 0 5 ti 30 10 ( II II II 11 I 20 1`31 161)0 II 77 30 EX 18 STORM -••-.- FLOW y5OW fLO CITY OF MAR ; U2003 PERMIT CENTER Aitt- STATE OF WASH NOTON REGISTERED LANDSCAPE ARCHITECT - SIbIDNE CATHERI CERIFICATE NO. 744 EXPIRES 6/25/01 m 0 11 e Date 2/24/03 Scale Designed Drawn An Checked JA. 50 'Approved Project # 1693 Sheet # t�l 11 Vl�ll 1 I11"111L "12111' 1.11111'I)IBM I' 1 1 'PP 1 4 r)-;.1,'_1 1 ,1" 1 III'1 111 1' 11 1 111 1' 1 1 • •w sT t, j IIIIIIIIIIIIIIIII 1IIIIIIIIIIIII1II IIIIIIIIIIIIIIIIIIIII 111111( IIIIIIIIII IIIIIIII II IIIIIIllllll II IIIII IIIIIIIIIIIIII11111111111N1(1(1 IIIIIIIIIIIIIIIIIIII m Revisions Date CITY rrIMMFNT., 9lh /nl rrr COMMENTS 4/I6/OI OVERVIEW PLAN 2 of 2 RESTORATION 4 ENHANCEMENT PLAN INTERNATIONAL CORPORATE CAMPUS EAST SABEY CONSTRUCTION, INCORPORATED do R h � n IA 0 ALTN AN N OLIVER ASSOCIATES LL -- ENVIRONMENTAL PLANNING & LANDSCAPE ARCHITE(:IURE PO Box 578 - Carnation, Washington 98014 office 425.333A535 - fax 4253334509 - a@oliverohomacom '. iI �.... �L, + A ^ .. PHASE 2 AS -BUILT PLANTING PLAN - NORTH HALF SCALE* I" = 20' SCALE: I" = 20' mum 044 � 2 1 3x 1' vir � � „ v ,..,-.1' , ,, F i Y 'ti w� . PP --: �il�ii>rirr� (b A,,,,,.„.•.' „..r----c -- - ..,,.......iikYSF! VMT PROEM i3 � /' �/� 4L. 3�;• e SSd t MAN teas CE NC/ et Nst*JC! Imp SWAN Ott SIETL :.? > > _,, B uz PHASE 2 AS -BUILT PLANTING PLAN - SOUTH HALF stm Aft �(f o;E;;•n NM MAN URN V= P P S NOM EMT RCM ma A5 AVIlttNtY AND MT V UM WM ft£R MOM WM. i0 ,IC ICI l 111 11:1 ,�,I 1.11 111 I Ii Il. If I 11 1`1 I jI Inch I III U16 1 Ij I I 2I . r, 1 � i 3I I •. ., 1 .1,, :41, GENERAL NOTES I. TOPOGRAPHY AND CIVIL ENGINEERING INFORMATION PROVIDED BY DAVID EVANS AND ASSOCIATES, EVERETT, WASHINGTON. 2. SITE PLAN PROVIDED BY LANCE MUELLER ASSOCIATES, SEATTLE, WASHINGTON. 3. SEE CIVIL PLAN SHEETS FOR GRADING INFORMATION AND EROSION CONTROL RELATING TO THE STREAM ENHANCEMENT WORK. PLAN LEGEND PLANT SYMBOL LEGEND TREES SYMBOL COMMON NAME CUTTINGS 4 SYMBOL Altmann Oliver Associates, LLC PO W U 57N Condon WA WWII ,>m<e (4z,) i3 4 VV.. (42 3-4559 W STCOTT Since r87z "'r ••' ' y � l .. - £Il Zll H 01. I6 :. I9. IL I9 I4 h £ II IIIIlilil I I. IIIIIIIII IIIIIIIII llllilln 11111 III 111111111 111111Ii IIIIIIIII 111111111 �I11I1u1 111111111 I lllllll111 11111111 GROUNDGOVERS COMMON NAME BLACK COTTONWOOD AOA Rnvironmenlel Planning& (.amlecal,e Architecture le> PP-1 1111 1j11 II I LOCATION OF PHOTO — POINTS VINE MAPLE MTN A51.1/13IG —LEAF MAPLE RED ALDER OREGON ASH WESTERN CRABAPPLE SITKA SPRUCE DOUGLAS FIR WESTERN RED CEDAR — SCOULER WILLOW PACIFIC WILLOW SITKA WILLOW SHRUBS SYMBOL COMMON NAME 0 RED -05IER DOGWOOD OGEANSPRAY 0 TALL OREGONGRAPE PACIFIC NINEBARK CLUSTERED ROSE SNOWBERRY '- BLACK TWINBERRY O 0 HIGH —BUSH CRANBERRY FIGURE I. PHASE 2 A5 -BUILT PLANTING PLAN STREAM ENHANCEMENT PLAN IGGE — SA/MY CONSTRUCTION DRAWN 50 SCALE I " = 20' DATE 6/1/105 REVISED PROJECT 1613 32 28 24 20 16 12 8 CONSTRUCT NEW g(I_Qy1R EXIST PIPE CB 1 TYPED 60 —RIM p 0g-� 144 15' I 05T- CRANL(31 IEM 14.00 15' IN 4' FENCE GATE ATCH EXIST PAVEMENT WITH NEWPAA'EMENT REMOVE EXIST PAVEMENT SECTION 6' BEHIND EXTRUDED CURB NEW EXTRUDED CURB IH:6V WALL BATTER 4' FENCE GATE • SAWCUT EXIST PAVEMENT A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M 1 I I I I III I ULTRA BLOCK WALL FRONT TCP.29.0 FRONT BASC =T4:B SECIION 0 REMOVE EXIST 15' SD FROM CB KNOCK OUT FOR NEW 24 SD AND GROUT INTO EXIST STRUCTURE EXIST GRATE- 318.69 EXIST IE- 313.49 (VERIFY) STREAM SECTION D SCALE. 1'.4' 1H:6V WALL BATTER i AREA 4 U TRA B OCK WALL ULTRA BLOCK WALL ERONE- TOP∎26,5 FRONT BASE.14.0 -- mil . 9 MEET EOST WAIL GATE WALL WITH NEVI WALL• - -- •ULRA-BLOCY WWII FRONT TOP -24.0 FRONT BASE -I4.0 4' WNYL CHAIN LINK FENCE `-- _ -_ --' 30 ---- _— �.__..���� STRUCTUAL FILL PROX UMITS EXCAVATION NICKNESS iRING MATERIAL ULTRA BLOCK WALLS) PERFORATED PIPE SURROUNDED ER LF PEA GRAVEL LIRA BLOCK WALLS) IPE AROUND ENDS OF WAL f TO FINISH GRADE LL CALL FOR UTILI LOCATES BEFORE YOU DIG 1- 800 - 424 -5556 24 16 12 1 . cp 1 1 1 j1I1111 41 1111,1 ) 131' II 11 y141;11I1 III 1j1 I1 j 11111 j1 I11 81 I I l l hI cl tI DI o 9 t T s o c z 1 rvo l I I I I I I I I l l I I I l I I I I l l I I I l I I l I l I I I l I I I I l l I I I I I I I l l I I I I I I I l l I I I I I I I I I I I I I I I I I l l I I I I I I I I l l I I l I I I I l l I I I I I l l I I l I I I I l l I I I I I I l l I I I I I I l l I I I I I I I l STREAM DIKE SECTION F SCALE: 6' DEPTH 5/8' -D' WASHED ROCK B' -0• WASHED QUARRY SPACES OR PEA GRAVEL IN BAGS 0 N ORTH 10 /•/ll// .QJBOU7h - _ WATERPROOF MEMBRANE 20 �* 6' DEPTH 5/8' -0' WASHED ROCK �'. �'J' 4ybi' STREAM BOTTOM • 20 I— N o • Z I— N • cc MM O pi c. V o z to 0 I— z W I — Z 0 a Z I- 8 8 8 MATCH UNE SEE SHEET 4 LIRA BLOCK CU TH 10 EA 3'x1 RINGS ' RS ' DIA i•W1G BASE ELEV � ! / / / / STORM SMUG SH EET OTES ON SHEET RE BEYOND 4 (TYP). 1 - -- - / I 4' H GN VINYL COA CHAIN —_r UNK FENCE NEW C PAVEMENT SEG L1 SEF,,, NEW a CURB , RED 1 • a . ; _- UL r -- ---- _ - 114 EXIST : OCK-GUTIERS C EA 3S'- GRADE __ -- --- - -------- -- '- _ -_ - - -- - EXIST - -- - -_- - 36' STORM I ULTRA BL I WALL (TIP 1 I � - 1 ". � " '• • ``" .1 1 ------: f::: ,ii- - _____ -_ -- APPROX OF EXCAV -- COS ST OF -LAN _ _. It, 1 ,.. =s-§1 , a ' I It, .,-,, \ 1, c-.... 1 1 :.t. .., 1:6 TIER : % BASE ELEV • NOTE 2X —.— % fG ' 1r�:1 15.0 SEETU771N ON SHEET 4 ( Fl /l //1 ?roil SUB ' )• NEW STRE ISH GRADE , 12' TOPSOIL %li ADE r CHANNEL % %iii ° 14.: 12' MIN THICK WASHED ROCK VARIES �, ; ;; � 1 ,. ::i/i; �L`;v! ESS -- 4.N p:':'; , : j i 1 i I 1 f -� 4 y%4i., " G2 7 1 /'' :A L 1 1 YYY777 #.41 — ' 4 A FREE OR ( A .• : 6' DIA RIe ■ .' PVC DRAIN �• WITH 1 CF I" 1 ROUTE 6 / AND OU / / STRUCNAL / 12Z MD ED ROCK BA 32 28 24 20 16 12 8 CONSTRUCT NEW g(I_Qy1R EXIST PIPE CB 1 TYPED 60 —RIM p 0g-� 144 15' I 05T- CRANL(31 IEM 14.00 15' IN 4' FENCE GATE ATCH EXIST PAVEMENT WITH NEWPAA'EMENT REMOVE EXIST PAVEMENT SECTION 6' BEHIND EXTRUDED CURB NEW EXTRUDED CURB IH:6V WALL BATTER 4' FENCE GATE • SAWCUT EXIST PAVEMENT A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E., W.M 1 I I I I III I ULTRA BLOCK WALL FRONT TCP.29.0 FRONT BASC =T4:B SECIION 0 REMOVE EXIST 15' SD FROM CB KNOCK OUT FOR NEW 24 SD AND GROUT INTO EXIST STRUCTURE EXIST GRATE- 318.69 EXIST IE- 313.49 (VERIFY) STREAM SECTION D SCALE. 1'.4' 1H:6V WALL BATTER i AREA 4 U TRA B OCK WALL ULTRA BLOCK WALL ERONE- TOP∎26,5 FRONT BASE.14.0 -- mil . 9 MEET EOST WAIL GATE WALL WITH NEVI WALL• - -- •ULRA-BLOCY WWII FRONT TOP -24.0 FRONT BASE -I4.0 4' WNYL CHAIN LINK FENCE `-- _ -_ --' 30 ---- _— �.__..���� STRUCTUAL FILL PROX UMITS EXCAVATION NICKNESS iRING MATERIAL ULTRA BLOCK WALLS) PERFORATED PIPE SURROUNDED ER LF PEA GRAVEL LIRA BLOCK WALLS) IPE AROUND ENDS OF WAL f TO FINISH GRADE LL CALL FOR UTILI LOCATES BEFORE YOU DIG 1- 800 - 424 -5556 24 16 12 1 . cp 1 1 1 j1I1111 41 1111,1 ) 131' II 11 y141;11I1 III 1j1 I1 j 11111 j1 I11 81 I I l l hI cl tI DI o 9 t T s o c z 1 rvo l I I I I I I I I l l I I I l I I I I l l I I I l I I l I l I I I l I I I I l l I I I I I I I l l I I I I I I I l l I I I I I I I I I I I I I I I I I l l I I I I I I I I l l I I l I I I I l l I I I I I l l I I l I I I I l l I I I I I I l l I I I I I I l l I I I I I I I l STREAM DIKE SECTION F SCALE: 6' DEPTH 5/8' -D' WASHED ROCK B' -0• WASHED QUARRY SPACES OR PEA GRAVEL IN BAGS 0 N ORTH 10 /•/ll// .QJBOU7h - _ WATERPROOF MEMBRANE 20 �* 6' DEPTH 5/8' -0' WASHED ROCK �'. �'J' 4ybi' STREAM BOTTOM • 20 I— N o • Z I— N • cc MM O pi c. V o z to 0 I— z W I — Z 0 a Z I- 8 8 8 MATCH UNE SEE SHEET 4 Ecommarzimareamaftw r mamm w m-m umasma r mommsfab.arisrmrortgeotta*Militieirragargil NA. N as. MCIIMICIIII=1.111111=11111111111111111.11111=11•1111•110111111011110111111111111111011 '41111 "kV\.\\\\AMW:ZN,NN, 'kW I I Wall I ...`1 I 1 4' i 1 \ \ • \\\\ \ \ •\:\ ,\•\ . .\\ ,sm„\\.•%,•‘%\.•%,.'s.‘mMwM\•%,',1=8. ULTRA BLOCK WALL FRONT TOP-14,3 FRONT BASE-6.9 SEE SECTION B NEW AC PAVEMENT NEW PAWENT SECTION TO EQUAL EXIST SECTION NOTE: EXIST ARE HOY MAY BE REMOVED FOR CONSTRUCTION OF STREAM ENHANCEMENT PLAN. USE MEGALUG RESTRAINED JOINTS WHEN RE-INSTALUNG HDY. COORDINATE ALL WORK YAM WATER DISTRICT. --- SAVICUT EXIST PAVEMENT \ XN\ 44. ,, 11 llllll llll 1111111111mmu l 01; nupoloommomoon O 11111o. o1 llyugit-0.1010.16,.. .1,,kji;lortil 11 •Piliti.0 .. I, =-..J Id 4 r ... ........ I,* „ ,...le:4 c.3.,"7.1,\Was•,\ ‘7,,, 11\ \‘‘.. • 24 16 B r A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E, W.M. STREAM SECTION B SCALE ‘‘ 1E49.90 24 ••••• N 183984.61 E 1639768.18 EM ENT NEW EXTRUDED CURB SS ATERIAL BLOCK WALLS) ATM ROUNDED A GRAVEL WALLS) ND tams OF WALL SH GRADE NEW AC PAVEMENT SECTION. SEE PLAN CALL FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 FINISH GROUND PROPOSED 8' x 3'4" PIPE AR 2 8 4 (:( :)1 il .. WE sTC 9, 1"1: , ;:1;„,,,„Tii.„„1„, c,II„„1„o„„1,„Iir„„h„w„„h„,r,„,ling„,1„„if1,11111111;„1,„,r1111111111 ,'„,hillic,111111,1r1,1111d611.11.1 7 --- "----• ,.. .,,, /: ‘'' I " ---. T /''' I e e , ...:„... ...., . '; ...: PLUG OUTLET DU N ... ..:(1 . ; , ' . STREAM ENHANCE ENT ,.r... .,' ./.../ CONSTRUCTION ............. EXIST DRIVEWAY I I I EXIST GRADE 5 MIN INSTALL TEMP PUMP DURING N STREAM ENHANCEMENT CONSTRUCION B"-U" WASHED QUARRY SPALLS -.. OR PEA GRAVEL IN BAGS EXIST 42 CU LVERT TO BE REMOVED STREAM DKE SECTION E SCALE: 1"..4' / 1 - 6' . 4.41e1111:11,11 • 4N 0 - .8 . . 4 .11W 1 1 1 1 1 1 1 1 . NIC>I=t 20 EX 18 STORM 4 • HIGH ROCK WALL 6" DEPTH 5/8 WASHED ROCK WATERPROOF MEMBRANE ' FLOW GRA 417.90 1E-10.01 24" N 183803.79 E 1639789.73 STREAM BOTTOM k Gil t/9 0 .e 4 ED CS I— ED 8 8 8 a DATE: MAR 12, 2001 PROJECT: DASC0011 EXIST AC P NEW AC PA SECTION. SEE tocolzkirir 4 HI COATED UNK RENT PLAN STRUCT UAL El VINIL CHAIN A CE NEW EXTRUD CURB _ EXIST CR ULTRA 4 HIGH VI COATED LINK FEN. E • LOCK YI MN A ll _ -__ V414.30 EXIST GABI. ULTRA WAU. WITH 1 WI% NOTES LOCK GUTTERS EA 3d/2 DR . SEE CUM ON SHEET 4 ( •). WAU. TOP E 7- V.14.30 _ .." \ 1 ... —..- ..,— E XNF ALL l Ai 11 XThitilAii:ETO \ --(- ''' APPROX ULIITS--•-‘ OF EXCAVATION ULTRA BLOCK C WITH 10 EA 3'x CUTTINGS. SEE NOTES ON SH 12'' ""C \ • — TIERS 2" DIA ammo T 4 (TYP). -- . •Oil T ' 0 g Assielak 1 -' 1:6 BITER Iiii i ' BASE E 12 TOPSOIL V..91- BGRADE FINISH .4::,,a, 12' MIN RII.KNESS RADE .1".',.,•,,•,:m..4 NI _..- -'-' .:k..1!!',4,7.r3..t,i.,t'f:' lail---S-TR--EAM- T.,* BASE ELEV , AN - :6 NEL BATTER [I —.2% ZW...% 1 - -" , 6.9 -.- n......_ Mg .:!.... 0 / FREE DRAINING Lc i ( A : 1 1 NG 1AI t BLIP uL6ru N.. .., 0 OUTLET 11 FILL R i gratE / / / SITIUCIUAL -9411 2 R * SE 1 CU MIN THICKNESS SNEFROtra x • Ecommarzimareamaftw r mamm w m-m umasma r mommsfab.arisrmrortgeotta*Militieirragargil NA. N as. MCIIMICIIII=1.111111=11111111111111111.11111=11•1111•110111111011110111111111111111011 '41111 "kV\.\\\\AMW:ZN,NN, 'kW I I Wall I ...`1 I 1 4' i 1 \ \ • \\\\ \ \ •\:\ ,\•\ . .\\ ,sm„\\.•%,•‘%\.•%,.'s.‘mMwM\•%,',1=8. ULTRA BLOCK WALL FRONT TOP-14,3 FRONT BASE-6.9 SEE SECTION B NEW AC PAVEMENT NEW PAWENT SECTION TO EQUAL EXIST SECTION NOTE: EXIST ARE HOY MAY BE REMOVED FOR CONSTRUCTION OF STREAM ENHANCEMENT PLAN. USE MEGALUG RESTRAINED JOINTS WHEN RE-INSTALUNG HDY. COORDINATE ALL WORK YAM WATER DISTRICT. --- SAVICUT EXIST PAVEMENT \ XN\ 44. ,, 11 llllll llll 1111111111mmu l 01; nupoloommomoon O 11111o. o1 llyugit-0.1010.16,.. .1,,kji;lortil 11 •Piliti.0 .. I, =-..J Id 4 r ... ........ I,* „ ,...le:4 c.3.,"7.1,\Was•,\ ‘7,,, 11\ \‘‘.. • 24 16 B r A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E, W.M. STREAM SECTION B SCALE ‘‘ 1E49.90 24 ••••• N 183984.61 E 1639768.18 EM ENT NEW EXTRUDED CURB SS ATERIAL BLOCK WALLS) ATM ROUNDED A GRAVEL WALLS) ND tams OF WALL SH GRADE NEW AC PAVEMENT SECTION. SEE PLAN CALL FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 FINISH GROUND PROPOSED 8' x 3'4" PIPE AR 2 8 4 (:( :)1 il .. WE sTC 9, 1"1: , ;:1;„,,,„Tii.„„1„, c,II„„1„o„„1,„Iir„„h„w„„h„,r,„,ling„,1„„if1,11111111;„1,„,r1111111111 ,'„,hillic,111111,1r1,1111d611.11.1 7 --- "----• ,.. .,,, /: ‘'' I " ---. T /''' I e e , ...:„... ...., . '; ...: PLUG OUTLET DU N ... ..:(1 . ; , ' . STREAM ENHANCE ENT ,.r... .,' ./.../ CONSTRUCTION ............. EXIST DRIVEWAY I I I EXIST GRADE 5 MIN INSTALL TEMP PUMP DURING N STREAM ENHANCEMENT CONSTRUCION B"-U" WASHED QUARRY SPALLS -.. OR PEA GRAVEL IN BAGS EXIST 42 CU LVERT TO BE REMOVED STREAM DKE SECTION E SCALE: 1"..4' / 1 - 6' . 4.41e1111:11,11 • 4N 0 - .8 . . 4 .11W 1 1 1 1 1 1 1 1 . NIC>I=t 20 EX 18 STORM 4 • HIGH ROCK WALL 6" DEPTH 5/8 WASHED ROCK WATERPROOF MEMBRANE ' FLOW GRA 417.90 1E-10.01 24" N 183803.79 E 1639789.73 STREAM BOTTOM k Gil t/9 0 .e 4 ED CS I— ED 8 8 8 a DATE: MAR 12, 2001 PROJECT: DASC0011 �•� _ - _..-- � -• ' '`� • ^-- " - ""- OUIFALL +TO BE PLUGGED AT EirC8 AND A "��.�,• SEE SHEET"04" - -- BAN -.� EX 12' STORM ROW PROPOSED 12' N12 STORM P PORTION OF E SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E, W.M. 4 EX 24' STORM .0.— FLOW ULTRA BLOCK WALL FRONT TOP -2225 M . G O %v FRONT BASE-12.25 SOP - EXIST CBY• BE CONNECTED TO - NEW 12 50.\ SEE TESL PLAN SHEET G -3 EX 12' STORM �__ FLOW _.•• —• --"'___`._.- _-- ..._ -�_. EXIST- CURB_701E1W _•� - -� _."+"._ o 4' FENCE GATE 4' VINYL CHAIN UNK FENCE 4' FENCE GATE 1H:6V WALL BATTER 1H:6V WALL BATTER SAWCUT EXIST PAYFLENT- -J- SEE CIVIL GRADING PLAN FOR BLDG 7 AND 8 FOR ADDTIONAL GRADIN(D AND PAVING INFORMATION IN THI AREA AREA 3 STREAM SECTION C SCALE: 1'•4' NEW EXTRUDED CURB 4' VNYL CHAIN UNK FENCE • C PAVEMENT . SEE PLAN ITS TION SS ATERIAL BLOCK WALLS) 1ATED 1ROUNDED . EA GRAVEL XTC WALLS) JND ENDS OF WALL SH GRADE' III III 1 Yli II 11%1111 L .Ili I II 111 1 III 111 1 1 111 1II m ,c 1 I 1I I I 1 ) I �2I� . �1 1! I II I � 3I'.. 11 �,��.II �;�I.4`�1� 11 -' 11 11 � � S I � I � 111 II 1 61 wt rcorrx i R: �• II I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I% I I I I l I I I I l I I I I I I I I I I l I I I I I I 11I l I I I I I l I I I I I I I I I I I I l I I 1 111 I I I1� 111111 I I I i I I I I I I I I I 1 I I I I I I I I I I I I ' S ULTRA BLOCK WALL FRONT TOP.18.25 FRONT BASE -t3.25 SEE SECTION C FRONT 10P +24.75 FRONT BASE -12.25 SEE SECTION C CUTTING PLANTING NOTES 1. BACKFlLL 2'x4' BURLAP SACKS WITH A MIX OF 70% IMPORTED TOPSOIL (3 -WAY MIX). 30% ORGANIC COMPOST, MD A SOIL POLYMER ( AT RATES SPECIFIED BY THE MANUFACTURER). 2. TIE SACKS WITH TIGHT KNOTS. 3. PLACE SACKS WHIN THE WALL GUTTERS AS THE WALL IS BEING CONSTRUCTED. SACKS SHOULD BE PLACED SO THAT THE KNOT IS LOCATED ON THE INSIDE FACE OF THE WALL 4. ONCE THE WALL IS CONSTRUCTED. PLANT TEN 3' TALL. 1X2' DIAMETER CUTTINGS IN EACH SACK. INSTALL CUTTINGS BY POKING THEM INTO THE SACK TO A GEM OF AT LEAST 18 INCHES. 5. CUTTINGS SHALL BE PLANTED BETWEEN DECEMBER 1st AND MARCH 31st. CUTTINGS SHALL BE 50X SCOULER IWLLOW (SAUX SCOULERIANA) AND 50% BLACK TIWNBERRY (LONICERA INVOLUCRATA). CUTTINGS SHALL BE GROWN AND COLLECTED IN THE MARITIME PACIFIC NORTHWEST. CUTTINGS SHALL BE OF ONE -TO TWO- YEAR -OLD WOOD, 1 2' DIA MINIMUM. CUTTINGS MUST BE KEPT COVERED AND MOST DURING STORAGE AND TRANSPORT, AND NO CUTTINGS SHALL BE STORED MORE THAN THREE DAYS FOR DATE OF CUTTING, CALL FOR UTILITY LOCATES BEFORE YOU DIG . 1- 800 - 424-5555 EXIST FIRE HYDRANT 1 2 STOBIA , - - - Ey, 24 ST NEW AC PAVEMENT NEW PAYMENT SECTOR TO EQUAL EXIST SECTION I w 2 N 0 10 20 4' HIGH .A NYL Al 'UDE EX EXIST AC PAVEMENT • _ -__ - -- A BLOCK- GUTTERS 1 /2 llING NMUS, . 3' SEE CUTTING TES ON SHEET 4 UL ' WA - ---- BASE ELE UNK PEN .24.25 E // CURB � cURB = r _STR - - - • / NEW '!"-- SECT / / C1UAL FILL I. — APPROX OF EXCAV ST CURB = -� - - 4- -__ ,.__ a ' �I'VZ IA �J ------- 18' MIN THICKNES FREE DRAINING (TYP ALL ULTRA _5'_4I8_RIGN-PEBEORATED PVC DRAIN PIPE WI YAM 1 CF PER TYP ALL ULTRA DLITES' AND OUTLET 7 ST 24' STORM PIE 4' HIGH MI COATED CH N�� UNK FENCE MATERIAL BLOCK WALLS) - - - - --- SURROUNDED \ LF PEA GRAVEL BLOCK WALLS -\ WOW END • ) FINISH GRADE O EXIST GRADE _ _ - -- + - - - -+ - - -- ULTRA BLOC( _: _ - - + - -- GUTTERS (TIP). BLOCK -L (TYP) - .— - —_ ITH x'3'x1 /2 DIA " - -- .• ELEV.18.25 CUTTINGS. SEE CUTTING NEW STREAM CHANNEL FINISH GRADE N311Y9 9:l -_ MI © • ,- , / • i1 � S °:; •. 12' MIN iw�z`1 zi 18' MIN THICKN ( TEE DRAINING (TYP AU. ULTRA DRAM DRCF PER LF ALL ULTRA BL IE 6' PIPE ARO D OUTLET TO FIN — UCTUAL FiLL ICKNESS ROCK BASE -- / NOTES ON •� — J :6 BATTER IP I ST 36' S ORLI PIPE j EEC 4 (_TYP). VARIES ADE BASE ELEV. p \ l ■ -. x ; =+ ,y� V. �%OODO// ' BASE ELEV.13.25 ` ∎�r,'••:•q'" __ � •'4•/ .. ,�: F-.'!` .,�, :.`.: ��i -•� ?r T2 -MOM THICKNESS 12 T�SOIL . %�� SUBO L ..r. • 7.,,. -- -55155 AL FILL / APPRO UNITS OF EXC VARON 1 11111 12' MIN THIC NESS CRUSHED R.. BASE WASHED ROCK CRUSHE �•� _ - _..-- � -• ' '`� • ^-- " - ""- OUIFALL +TO BE PLUGGED AT EirC8 AND A "��.�,• SEE SHEET"04" - -- BAN -.� EX 12' STORM ROW PROPOSED 12' N12 STORM P PORTION OF E SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 N., R. 4 E, W.M. 4 EX 24' STORM .0.— FLOW ULTRA BLOCK WALL FRONT TOP -2225 M . G O %v FRONT BASE-12.25 SOP - EXIST CBY• BE CONNECTED TO - NEW 12 50.\ SEE TESL PLAN SHEET G -3 EX 12' STORM �__ FLOW _.•• —• --"'___`._.- _-- ..._ -�_. EXIST- CURB_701E1W _•� - -� _."+"._ o 4' FENCE GATE 4' VINYL CHAIN UNK FENCE 4' FENCE GATE 1H:6V WALL BATTER 1H:6V WALL BATTER SAWCUT EXIST PAYFLENT- -J- SEE CIVIL GRADING PLAN FOR BLDG 7 AND 8 FOR ADDTIONAL GRADIN(D AND PAVING INFORMATION IN THI AREA AREA 3 STREAM SECTION C SCALE: 1'•4' NEW EXTRUDED CURB 4' VNYL CHAIN UNK FENCE • C PAVEMENT . SEE PLAN ITS TION SS ATERIAL BLOCK WALLS) 1ATED 1ROUNDED . EA GRAVEL XTC WALLS) JND ENDS OF WALL SH GRADE' III III 1 Yli II 11%1111 L .Ili I II 111 1 III 111 1 1 111 1II m ,c 1 I 1I I I 1 ) I �2I� . �1 1! I II I � 3I'.. 11 �,��.II �;�I.4`�1� 11 -' 11 11 � � S I � I � 111 II 1 61 wt rcorrx i R: �• II I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I% I I I I l I I I I l I I I I I I I I I I l I I I I I I 11I l I I I I I l I I I I I I I I I I I I l I I 1 111 I I I1� 111111 I I I i I I I I I I I I I 1 I I I I I I I I I I I I ' S ULTRA BLOCK WALL FRONT TOP.18.25 FRONT BASE -t3.25 SEE SECTION C FRONT 10P +24.75 FRONT BASE -12.25 SEE SECTION C CUTTING PLANTING NOTES 1. BACKFlLL 2'x4' BURLAP SACKS WITH A MIX OF 70% IMPORTED TOPSOIL (3 -WAY MIX). 30% ORGANIC COMPOST, MD A SOIL POLYMER ( AT RATES SPECIFIED BY THE MANUFACTURER). 2. TIE SACKS WITH TIGHT KNOTS. 3. PLACE SACKS WHIN THE WALL GUTTERS AS THE WALL IS BEING CONSTRUCTED. SACKS SHOULD BE PLACED SO THAT THE KNOT IS LOCATED ON THE INSIDE FACE OF THE WALL 4. ONCE THE WALL IS CONSTRUCTED. PLANT TEN 3' TALL. 1X2' DIAMETER CUTTINGS IN EACH SACK. INSTALL CUTTINGS BY POKING THEM INTO THE SACK TO A GEM OF AT LEAST 18 INCHES. 5. CUTTINGS SHALL BE PLANTED BETWEEN DECEMBER 1st AND MARCH 31st. CUTTINGS SHALL BE 50X SCOULER IWLLOW (SAUX SCOULERIANA) AND 50% BLACK TIWNBERRY (LONICERA INVOLUCRATA). CUTTINGS SHALL BE GROWN AND COLLECTED IN THE MARITIME PACIFIC NORTHWEST. CUTTINGS SHALL BE OF ONE -TO TWO- YEAR -OLD WOOD, 1 2' DIA MINIMUM. CUTTINGS MUST BE KEPT COVERED AND MOST DURING STORAGE AND TRANSPORT, AND NO CUTTINGS SHALL BE STORED MORE THAN THREE DAYS FOR DATE OF CUTTING, CALL FOR UTILITY LOCATES BEFORE YOU DIG . 1- 800 - 424-5555 EXIST FIRE HYDRANT 1 2 STOBIA , - - - Ey, 24 ST NEW AC PAVEMENT NEW PAYMENT SECTOR TO EQUAL EXIST SECTION I w 2 N 0 10 20 RELOCATE EXIST UGH STANDARD AS RENT EXIST CURBI 1 CB 3.A TYPE II SOLID COVER.1 .00 IE -8.79 24' N 184341.61 E 1639773.85 CONNECT XIST CB TO PROPOSED -24' SD GNU15:25....,, et 1E.B12.95 t6. x „ N1/4 I \� \p��L��.� \ \ \\\ NEW AC PAVEMENT � \ \ p \\ \ \ \\ \\ NEW PAYMENT lk TO EQUAL EXIST T SEC SEC Ms Ik :• „ v ok„v,' \ ,,, \J. \ \� \ \ \ \ ., \ \� \� \ . L i 1 I n APPROXIMATE EDGE OF OVERFLOW.15.00 IE.7.66 N 184272.78 E 1639776.02 CB 39 TYPE II 84" SDUD COVER.17 1E.7.35 36" IE.8,36 24' N 184329.97 E 1639797.14 54" Sl, • coq`• ;. y 4 NDICATP STORM PIPE PER TESC PLAN A PORTION OF THE SE 1/4 OF THE SE 1/4, S CTION 9 AND A PORTION OF SF�CTI _ \ ~ I -- \ --; I I Y EXIST EDGE DE PA I LMENT I I I 34' HIGH CONC WALL STREAM SECTION A SCALE: 1' -4' 4' NNYL CHAIN LINK FENCE AREA TEMP DAM TO PREVENT BACKWATER ENTERING CONSTRUCTION AREA. L FILL RIAL CK WALLS) TED OUNDED A GRAVEL K WALLS) ID ENDS OF WALL i GRADE 149 CB t L 1 II 54' OVERFLOW OWS1RUC1;IIRE \� \•'- :,i� \ \ N 184236 E 1639771.13 NEW AC PAVEMENT SECTION. SEE PLAN E 1ST ROCK ALL \ i ` ' ROCK STEP DONN FOR MAINTENANCE SEE . PLAN FOR LOCATION. � - •2.OX SLOPE TO STREAM SOLID COVER 16.36 IE.12.52 12" k 1 E 1E.13.77 24" N 184210.01 I E 1639767.49 r II II II I ____ � �eo V III 1• E ,IIrII ' II 11011 II 41 18" DEPTh DRAIN ROCK TYPICAL ROC WALL SECTION NO SCALE CALL FOR UIILRY LOCATES BEFORE YOU DIO 1- 800 - 424 -5655 . �o- I 1 ill ill III 1 f U 1 11, It III tit 111 Ill III III Ill 111 Ill 111 Ifl III 111 111 nl!I.,.I 1I II I I)2I � I I. 3I• .I. 1. . ; l ; wcSTCOIT' r: ti r CI 2 Il I 6 I9 U 9 r L L w3 IIIl IIIIIIIIIIt I11111111 IIIIIIIIIIl IIIIIIIIIIIIIIIIIIDIIIIIIIIIIIIIIIIIIIIIilillifihliL lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IRIIIIIIIIIIIIIIII IIIIII IIIII Ni 4" DIA RIGID PER PVC PIPE PLACE PIPE TO DRAIN TO STREAM ALL IN T. 23 N, R. 4 E, W.M. NOTE: COST FIRE HDY MAY BE REMOVED FOR CONSTRUCTION OF STREAM ENHANCEMENT PLAN. USE MEGALUG RESTRAINED JOINTS WNEN RE-INSTALLING NOV. COORDINATE ALL WORK %NTH WATER DISTRICT. EXIST 8' DIP WATER EW EXTRUDED CURB SAWCUT EXIStpAVEMENT TENSAR UX 1400 OR EQUAL (TYP) ULTRA BLOCK WALL FRONT TOP•14.3 FRONT BASE.6.9 SEE SECTION B REPLACE EXIST WALL WITH ULTRA BLOCK WALL / �Ei. �a^! d►\ �L`a`�=.�:�:�J�p�QaldL ice __ J NO 0 10 GAIVANI7N1 RTFFT STRIIT:TURAI PI ATF Material: The galvanized steel structural plate structure shall consist of plates and appurtenant items as shown on the plans and shall conform to the requirements of MSATO M 167 ASTM A 761. All manufacturing processes including corrugating, punching, curving and galvanizing shall be performed within the United Stoles using raw materials made In the United States. Assembly bolts and nuts shall be galvanized and meet the provisions of ASTM A 449, Type Land ASTM A -563, Grade C, respectively. • Assembly: The structure shall be assembled in accordance with the shop drawings provided by the manufacturer and pet the manufacturers recommendations. Bolts shall be tightened using on applied torque of between 100 and 300 ft. -Ibs. Installation: The structure shall be Installed In accordance with the plans and specifications, the manufacturer's recommendations, and the AASHTO Standard Specifications for Highway Bridges, Section 26 (Division II). Bocktill: The structure shall be backtllled using clean wail graded granular material that meets the requirements ,. of MSHTO M 145 for soil classification A-1, A -2 or A -3. Backfill must be placed symmetrically on each side of the structure In 8 to 8 inch lifts, Eoch lift shall be compacted to a minimum of 90 percent density per PASHTO T 99. Note: Construction loads that exceed highway load limits are not allowed on the structure without approval from the Engineer. CONTECH MULTI -PLATE ARCH CULVERT 8' -0" x 3' - 12 CAGE. 6 CORRUGATION PIPE ARCH CULVERT NO SCALE 1 1 ! I I I _i I I I I — I I I( i p � flN 1' Ed{ICE SEE NCRETE I I �I I I_ h MIN THICKNESS I I I GT URAL DRAWINGS NATIVE TILL MATERIAL - WASHED ROCK • 20 B B x Ei TOP E.EV 4' HIGH NN UNKFEFENCCE -16.16 ------,. N a f1EW ,I t / / 1 EXIST AC PAVE M NT EXTRUDED CURB _ STRUM APPROX ULI7! OF EXCAVA 0 II BLOCK GUTTERS G EA 3 CU DII HHH CS. SEE CUTTING ON SHEET 4 ( — �'� ` ). ' ' . ULTR BLOCK eo1 a ```/ X5T OR r ' NE + : : ; % �� s .THICKNESS ROCK H STREAM CHANN FINISH / / /� SUBGRADE WALL' L RADE - • - - - -- 8" MIN THICK EE DRAINING M TE TYP ALL ULTRA L( . ''?.. 4 vet ' a n....b./PA'� - ...`•, 12 �(%1 • MIN SHED /���� Pr BASE ELEV.6.3 / 1 / 1A-BLGID_ P C DRAIN PIPE P 711 I CF PER LF E ( ALL ULTRA 8 OC R UTE 6" PIPE AR t D OUTLET TO Fl ISI "v s' ,.., °'I W •, 12" MIN TNICKNE S CRUSHED ROCK ASE RELOCATE EXIST UGH STANDARD AS RENT EXIST CURBI 1 CB 3.A TYPE II SOLID COVER.1 .00 IE -8.79 24' N 184341.61 E 1639773.85 CONNECT XIST CB TO PROPOSED -24' SD GNU15:25....,, et 1E.B12.95 t6. x „ N1/4 I \� \p��L��.� \ \ \\\ NEW AC PAVEMENT � \ \ p \\ \ \ \\ \\ NEW PAYMENT lk TO EQUAL EXIST T SEC SEC Ms Ik :• „ v ok„v,' \ ,,, \J. \ \� \ \ \ \ ., \ \� \� \ . L i 1 I n APPROXIMATE EDGE OF OVERFLOW.15.00 IE.7.66 N 184272.78 E 1639776.02 CB 39 TYPE II 84" SDUD COVER.17 1E.7.35 36" IE.8,36 24' N 184329.97 E 1639797.14 54" Sl, • coq`• ;. y 4 NDICATP STORM PIPE PER TESC PLAN A PORTION OF THE SE 1/4 OF THE SE 1/4, S CTION 9 AND A PORTION OF SF�CTI _ \ ~ I -- \ --; I I Y EXIST EDGE DE PA I LMENT I I I 34' HIGH CONC WALL STREAM SECTION A SCALE: 1' -4' 4' NNYL CHAIN LINK FENCE AREA TEMP DAM TO PREVENT BACKWATER ENTERING CONSTRUCTION AREA. L FILL RIAL CK WALLS) TED OUNDED A GRAVEL K WALLS) ID ENDS OF WALL i GRADE 149 CB t L 1 II 54' OVERFLOW OWS1RUC1;IIRE \� \•'- :,i� \ \ N 184236 E 1639771.13 NEW AC PAVEMENT SECTION. SEE PLAN E 1ST ROCK ALL \ i ` ' ROCK STEP DONN FOR MAINTENANCE SEE . PLAN FOR LOCATION. � - •2.OX SLOPE TO STREAM SOLID COVER 16.36 IE.12.52 12" k 1 E 1E.13.77 24" N 184210.01 I E 1639767.49 r II II II I ____ � �eo V III 1• E ,IIrII ' II 11011 II 41 18" DEPTh DRAIN ROCK TYPICAL ROC WALL SECTION NO SCALE CALL FOR UIILRY LOCATES BEFORE YOU DIO 1- 800 - 424 -5655 . �o- I 1 ill ill III 1 f U 1 11, It III tit 111 Ill III III Ill 111 Ill 111 Ifl III 111 111 nl!I.,.I 1I II I I)2I � I I. 3I• .I. 1. . ; l ; wcSTCOIT' r: ti r CI 2 Il I 6 I9 U 9 r L L w3 IIIl IIIIIIIIIIt I11111111 IIIIIIIIIIl IIIIIIIIIIIIIIIIIIDIIIIIIIIIIIIIIIIIIIIIilillifihliL lIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IRIIIIIIIIIIIIIIII IIIIII IIIII Ni 4" DIA RIGID PER PVC PIPE PLACE PIPE TO DRAIN TO STREAM ALL IN T. 23 N, R. 4 E, W.M. NOTE: COST FIRE HDY MAY BE REMOVED FOR CONSTRUCTION OF STREAM ENHANCEMENT PLAN. USE MEGALUG RESTRAINED JOINTS WNEN RE-INSTALLING NOV. COORDINATE ALL WORK %NTH WATER DISTRICT. EXIST 8' DIP WATER EW EXTRUDED CURB SAWCUT EXIStpAVEMENT TENSAR UX 1400 OR EQUAL (TYP) ULTRA BLOCK WALL FRONT TOP•14.3 FRONT BASE.6.9 SEE SECTION B REPLACE EXIST WALL WITH ULTRA BLOCK WALL / �Ei. �a^! d►\ �L`a`�=.�:�:�J�p�QaldL ice __ J NO 0 10 GAIVANI7N1 RTFFT STRIIT:TURAI PI ATF Material: The galvanized steel structural plate structure shall consist of plates and appurtenant items as shown on the plans and shall conform to the requirements of MSATO M 167 ASTM A 761. All manufacturing processes including corrugating, punching, curving and galvanizing shall be performed within the United Stoles using raw materials made In the United States. Assembly bolts and nuts shall be galvanized and meet the provisions of ASTM A 449, Type Land ASTM A -563, Grade C, respectively. • Assembly: The structure shall be assembled in accordance with the shop drawings provided by the manufacturer and pet the manufacturers recommendations. Bolts shall be tightened using on applied torque of between 100 and 300 ft. -Ibs. Installation: The structure shall be Installed In accordance with the plans and specifications, the manufacturer's recommendations, and the AASHTO Standard Specifications for Highway Bridges, Section 26 (Division II). Bocktill: The structure shall be backtllled using clean wail graded granular material that meets the requirements ,. of MSHTO M 145 for soil classification A-1, A -2 or A -3. Backfill must be placed symmetrically on each side of the structure In 8 to 8 inch lifts, Eoch lift shall be compacted to a minimum of 90 percent density per PASHTO T 99. Note: Construction loads that exceed highway load limits are not allowed on the structure without approval from the Engineer. CONTECH MULTI -PLATE ARCH CULVERT 8' -0" x 3' - 12 CAGE. 6 CORRUGATION PIPE ARCH CULVERT NO SCALE 1 1 ! I I I _i I I I I — I I I( i p � flN 1' Ed{ICE SEE NCRETE I I �I I I_ h MIN THICKNESS I I I GT URAL DRAWINGS NATIVE TILL MATERIAL - WASHED ROCK • 20 B B x Ei 7, 1 tan. o1X :L:,117:3j STAEAM ENHANCEAENTIAFEA BENCHMARK: DATUM: EAST ONE- QUARTER CORNER SECTION 9, 1234, R4E, MIA. TOP OF 2' PIPE W/BRASS CAP SEE SHEET 2 `yBENCHMARKO . II GENERAL NOTES: 0 — Ir 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL CONSTRUCTION, WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER. 1994 EDITION. TOGETHER PATH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS COMPLETE E ITIS THE SOLE RESPONSIBNTY OF THE 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF NKWILA ENGINEERING DEPARTMENT (206.4310179) MUST BE CONTACTED FOR A PRECONSIRUCBON MEETING. 4. ALL LOCATIONS OF EXISTING UBURES SHOWN HEREON HAVE BEEN ESTABLISHED BY FILED SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF AU. UIIUTY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON. THE CONTRACTOR SHALL CONTACT THE UIIUIES UNDERGROUND LOCATION SERVICE (1.600.424.5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A URUTY CONFUCT EXISTS. 5. TYPE I CATCH BASINS SHALL BE PER WSDOT /APWA STANDARD PLAN B -1 OR EQUAL 6. TYPE II CATCH BASINS SHALL BE PER WSDOT /APWA STANDARD PLAN B -1e OR EQUAL (54' AND 60' DIA). STORM DRAIN PIPE SHALL BE ADS TYPE N -12 HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASHTO M -294. B. ARCH PIPES SHALL BE 12 GAGE, B' SPAN z 3' -4' RISE, CONTECH GALV STEEL MULTI- PLATE, SINGLE RADIUS ARCH OR EQUIVALENT AS APPROVED BY ENGINEER. 9. ALL PIPE BEDDING AND TRENCH BACKFILL SHALL CONFORM TO THE STANDARD SPECIFICATIONS. 10. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO THE SPECIFICATIONS. Ii. CONSTRUCTION OF DEWAIERING SYSTEMS, IF REQUIRED, SHALL BE IN ACCORDANCE WA111 APWA STANDARD SPECIFICATIONS. 12. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95 PERCENT DRY OPIIMUM DENSITY PER ASIM D- 1557 -70 (MGOIFIED PROCTOR). 13. UNLESS OTHERWISE NOTED ALL ELEVATIONS IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING 14. THE CONTRACTOR SHALL KEEP PARKING LOTS AND DRIVEWAYS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF TRAWLED SURFACE AREA WILL NOT BE ALLOWED. A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF SECTION 10, ALL IN T. 23 "N., R. 4 E., W.M. ELEV. 15.00 (ASSUMED ELEV) PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS, INC. BUILDING 21 -02 u SEE SHEET 3 CALL FOR UTILITY LOCATES BEFORE YOU DIG 1-800-424-5555 BUILDING 21 -03 I I 1 : 1 ���I I��L� I�IIL��I111111II III VIII III II 1 VIII 1 .2 , Wcsrca 1 SII >Il CIl iIl III OIl ID I9 IL ID - IL Ir IC IL II rvoI II uullm uulun ludnu uullm nnlnu uulnn unluu mdim nuluu nnlun uulnll uuluN unlull NNlun mdun r STREAM ENHANCEMENT SEE BIM 4 0 50 BUILDING 21 -05 100 k a a I- N O . ~ _ 4 rl gC • d cc 0 CO 4 co z '- O z W N m 1 x