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Permit MI2000-197 - SEGALE BUILDING 931-A - DEMOLITION
EGALE BLDG 931A City of Tukwila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor OCCUPANT CONTACT CONTRACTOR 352304 -9120 18200 ANDOVER PK W DEMO MISCPERM HI 001 North: TUKWILA .0 South: Sewer: Slopes: Fire .0 East: TUKWILA N License No: LAPIAL *008J8 SEGALE BUILDING 931-A 182001 ANDOVER PK W, TUKWILA WA 58188 MARK HANCOCK @ SEGALE 18000 ANDOVER PK W, TUKWILA, WA 98188 LA PIANTA LLC PO BOX 88028, TUKWILA WA 98138 A*' k**• kk* k******• kk*** kkh* k* kkh* k' k** **Akk ** *kAk ** *kkk* *k *k *kthkk**4 kk * *k *k *kkk *k * * *kkA Permit Description: DEMOLITION OF EXISTING PARKING LOT AND 1370 sf BUILDING ON A 7.57 ACRE SITE, FOLLOWED BY 12,600 c.y. OF PRELOAD FILL, IN SUPPORT OF A FUTURE TELECOMMUNICATIONS CENTER BUILDING. kk* ***•k'k *•k** * ** kph*' kkk k** A***** A*k k***** A* k** k* k** kkA1k k* * *kkkk *kkkk* *** *kkk•Akk***k** Permit. No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: Phone: Phone: Phone: M12000- 197 ISSUED 09/15/2000 03/14/2001 1997 .0 206 -575- 2000 206 - 575.7000 Construction Valuation: PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: 75,000.00 Meter Permits Listed Separate) Eng. Appr: MPC N N No: Sizetin): .00 N N Start Time: End Time: Y Cut: 12600 F i 11 : 4000 N N Start Time: Y No: N Private: N N Private: Public: End Time: Public: kA**** k** kk *kkkk* * **kk**kk **hA * *AkAAAk'kk* 4ibAkkkkA hirk *Akkkkh£kA kk**kAAM #AA **AkAkAk* TOTAL DEVELOPMENT PERMIT FEES: $ 561.25 ****k** kkk kk*****'k k*** kkA k* kkk A"k AAkk kik• A* 1ik* k'k** i4** M' khAk *AkAkkAk *kkkkkkkkAkk'A**k`k4 Drate: I SA LL__ Permit Center Authorized Signature: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The.granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or-the performance of work. I am authorized to sign for and obtain this development permit. Signature' Print Name: 5_ecisrti c4.2 Date: 94, () This permit shall become null and void if the work i not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. It Og J ddress 18200 ANDOVER PK W Suite: Tenent: Type: MISCP(RM Farce 1 #: 352304-9120 Permit Conditions: CITY OF TUtKWILA *•k * * **•k *** Permit No: MI2000- 197 Status: ISSUED Applied: 08/18/2000 Issued: 09/15/2800 •k *k *• ***** k*. k *,k•k** ** *k!E * *•k* * * ** * * * *A * **. Temporary erosion control messur,es sha l.l. be implemented as the first order of business: to `pr event' sed:i:mentat ion off- or into existi=ng `storm .drainage fetcfl'itie.s .Con:traotor shall '°`n t ify r Publ 1,c Works . Uti,:l i ty' Inspector at 206-'433-0179 sf comrnnericeinent: and +or 1 p et ion; of 'wo0:,at least 24 °uilaurs Fyn 'advance:: .:Work a fect1ng traffy1c'' fiows�,'sh l.'l be closely ocoid`ineted 'with ; h" 'City utilities Inspector zr,a `raffic Control •P1ans ;shat ;1-(e submitted to the' `Inspector{ for prior `approved.', . •Sewe ind =water: utl l $ties shall be plugged at the malnsn 1 ;they A re ¥�:to be ;abandoned. 1=_Ft, °.tl e will be used a ain`' .that tit an future for a ,,,new bU',f 1 d i ngthey shall be capped ►t le property i tne. and "at ,the watar lisqter respectively, An �: ,ri►aterial rspil lied on.t'o, any streot= shall,' be cleaned =isp., im+ diately. CO F1ACTOR Si {ALL., NOTIFY ;PtJE3L`IC WORKS" UT ILTI Y 6)43 I NS':C TOR ; MR u GREG VIL NUEVA (20.3 -0119 OF COMMLNCCMENT AND :Cbt LETIONpp't WOfK�3AT LIAST 24 FHOURS NADVANCE. Land :Al tering .(grading) to be rarr�i,ed out in 'accordance with ..the' pl$ri °deted i"9 -o6-oo and approved„ .on . 9 -13 OO " r ru f ti k' CITY OFT'`VWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 STAFF USE ONLY Project Number: Permit Number. raw - Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: Building 931A Value of Construction: 575,000 Site Address : SW Colooz ANNov 'F�ia, .64 0 o. iB ST State/Zip: '� T Tax Parcel 35233O1 9120 Property Owner: La Pianta LLC Phone: ( ) 206 575 -2000 Street Address: Suite 200 City State/Zip: 18000 Andover Park j'1 Tukwila. WA 98138 Fax 11: ( ) 206 575 -1837 Contractor: La Pianta LLC Phone: �L06) 575 -2000 Street Address: Suite 200 itySta ipl.. 18000 Andover Park West Tukwilla, w t818 F xll: 20g 575 -1837 Architect: N/A Phone: ( ) Street Address: City State/Zip: Fax #: ( Engineer: Layton & Sell Phone: ( ) 425-881-8151 Street Addr1s5.600 Redmond Way, # #302 Redtnon`d,icyt�te/z805ax'' (4 25 )885 -2154 Contact PeMark Hancock at Segale Business Park Phone: (206) 575 -2000 Street Address: City State/Zi : 18000 Andover Park West Tukwila WA 8188 Fax #: ( i 206 575 -1837 MISCELLANEOUS PERMIT REVIEW AND APPROVAL REQUESTED: (TO REFILLED OUT BY APPLICANT) Description of work to be done (please be specific): Demolition of existing parking lot and 1370 S.F. building on a 7.57 acre site, followed by 12,600 C.Y. of preload fill, in support of a future telecommunications center building. Will there be storage of flammable/combustible hazardous rnaterial in the building? ❑ yes ❑ no N/A Attach fist of materials and stora e location on se 'mate 8 1/2 X 11 nor Indlcatln (unntities & Material Safet Data Sheets Ti Above Ground Tanks Antennas/Satellite Dishes Bulkhead /Docks Commerclal Reroof a Demolition ❑ Fence ❑ Manufactured Housin -'teplacentent only ❑ Parkin � ots ❑ _ Retain g Walis ❑ Tem on Fcilities Tre e e Cutting U Chnnnellzatlon /Striping ❑ Flood Control Zone ❑ Landscape irrigation ❑ Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous APPLICANT RE UEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS L_! Curb cut/Access/Sidewalk U Fire Loop /Hydrant (main to vault))) :_ SIzo(s): _ MI Land Altering: 0 Cut cubic yards 0 Fill 1. 2 t ca+ rds 0 sq, ft.grading/clearing ❑ Sanitary Side Sewer 11: ©Sevier it PAVensiun 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 ?ublic Size(s): 0 Deduct 0 Water Only Size(s): Size(s): � -�-- ng Est. quantity: gal u Movi Oversized Load /Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name: N/A Phone: Address: City /State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATER METER DEPOSIT /REFUND BILLING: Name: Address: Phone: City /Sta e/Zip: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date applirasjpq a= cgp66 -00 9/9/99 miscpmr.doc Date anillicatio 1 es� ` Appli;� + en by: (initials) I APPLICATIONS MUST BE SUBMIT WITIl THE FOLLOWING: i ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT • STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) r 0�u�r��o�r ® Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other Than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit ,application and obtain the r ermit will be ro ulred as r art of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER R AUT RIZED AGENT: Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 Submit checklist No: M -9 fi Antennas /Satellite Dishes Submit checklist No: M -1 0 Bulkhead /Dock Submit checklist No: M -10 0 Commercial Reroof Submit checklist No: M -6 3 Demolition Submit checklist No: M -3 ri Fences - Over 6 feet in Height Submit checklist No: M -9 Land Altering/Grading/Preloads Submit checklist No: M -2 © Miscellaneous Public Works Permits Submit checklist No: H -9 © Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 0 Moving Oversized Load /Hauling t.�:t:.. Submit checklist No: M -5 0 Parking Lots Submit checklist No: M-4 0 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 0 Temporary Facilities Submit checklist No: M -7 0 Tree Cutting Submit checklist No: M -2 ® Current copy of Washington State Department of Labor and Industries Valid Contractor's License, If not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant Is other Than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit ,application and obtain the r ermit will be ro ulred as r art of this submittal. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT, BUILDING OWNER R AUT RIZED AGENT: Signature: Date: 6 0 o Print name: Mark Hancock P�' (206 1 575 -2000 Pax' (206) 575-1837, 98138 Address: A_t]_ hex AR(l9rg CIty /State/ZIp: Tukwila, WA 9/9/99 aaLscpnttdoc 11 49FAAi♦ 4,4, ks+ Iv110!►k/rl�Ark�4 #�Mt1+►�1♦1F1,�' k21 lq.7 k #A *000040lf. 00,000 A **4111,44; CITY OF TUKI4ILA, WA ist pint;,dr 09/15/00 *#" a. AA.*, 4k1** s+* dk*, ki* i��1+ Aa4f** a* �l4a ,�a * * *s,►st }0+4fk4 # *�tkk444�t* TRAU9MIT F1uiber a 098003GO tamounti 561.25 O9/15/00 i0 05 1:400 nt : MQ thrd s CHEc'K Not4tioni MALE DUDINEZS in i t : Wteft 1•r.•M}..0•.A41 N611 NH;.. •!.r •1 :•r•a •1 w.••ar.r.a., .w .r .a ,r•♦ _••,•u 1...•46.1 .-4:r . -w •.. :•.r .rw ••.r, .r.. •.w *4 .1. :P.0.01* ,N04 MT2oO0 -Aq7 Typeti MIStPEAM MISCELLANEOUS PERMIT :pi06/1 Nat 332204-3170 11.1t* Addrotrma 18200 rsNDDV(.fl WK W YutM l Foos** 561.23 Th14 4kYm *rt1r 561.25 1`itt+I ALL. Pint!' $61.25 U n 1 unetl $ .00 4!A * i444kksi4 **,,,,4* *+k'k*4k*4ohlAltomoo44A* & *dk *, 444k +okoo**4,114*k411, i4t:eaun l COdri !)tutu i pt i ut Amount .00013.224 .00 HULLOING •, NUFikCii 47.00 00,344430' PLAN CHEW( UTILITY 1 d.0U 00/3116.. 904 STAl E` BUILDING SURCHARGE 4.30. O 4 :12/3:4h.400 INSP. rcii .• STORM DRAIN 13.00 .402f744.400 aNsP rt - SNE/GOS P0.00 000/32;4. 100 LAND }. ALTERING PERMIT FEE 391.00 0+S0r3,45, t30 LONE),,, AL T,CR) NO PLAN CHECK 73.75 M. N+ 9. ff m1 f. M ! I .r f f r1 !r • t* r .• p r 1 is * r I •r : f 1 • f M r ; >•. -' 'T !R' s 09/i5 9719 TOTAL 6 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,,WA 96188 INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 Project: -, Type of Inspection: Address: ,. Date called: ecial instruc ons: Date wanted: a.m. •,m: Requester: Phone: Approved per applicable codes, COMMENTS: Corrections required prior to approval, inspector! Date: J $47.00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd. Suite 100. CaII to schedule reins ' ection. Receipt No: Date: INSPECTION RECORD Retrain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 24x)--1R7 PERMIT NO. (206)431-3670 Project: ...- I • If A„ Type of Inspection: 5 S Address: ' IA). I tlw 40A g Date called Special instructions: S ()ALA) ttle% COLA/ Date wanted: amt. Requeste , 4 . I P one: ' Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: $47,00 REINSPECTION FEE REQUIRED, Prior to inspection, fee must be paid at 6300 Southcenter Blvd Suite 100. Call to schedule reins ection. Receipt No: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO (206)431 -3670 Project: r ` Type of Inspection: Ad;ress:60 f Date called; Special instructions: Date wanted: a,m. .,m. Requester: Phone: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector; $47,00 REINSPECTION NE REQUIRED. Prior to inspection, fee must be paid at 6300 Southccntcr Blvd„ Suite 100. Cali to schedule reins.ection. Receipt No: Date: '' - REPORT JAN 262001 CONSTRUCTION TESTING LABORATORIES, INC. ISSUED 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383-8778 Facsimile (253) 383-2231 ILb iN01",ET1 REPtRT, f��;$ f =;, �, ~ °}: Y> PAGE: Janua SEGALE BUSINESS PARK Oead Windo ; ry_.18, 2001 ___ _ ._�_ - - -- cwt: - W----- , : . . e. ng p.,m Na : M12000-197 .:'. BUILDING 931 -A N/A ..`._.: ` 6101 South 180th Street Tukwila zerca Wok or* No.: N/A * Basch o: Client :.: _ Ne.: T•1712 , .... -.+ .. ,..r ... =,_s. .. ..`.J. . ... i arrived on the jobsite to perform special inspection and field testing for today's scheduled in -place density. Inspection and testing performed as follows; I performed 8 in -place density tests on the final grade for the compacted imported fill placed for the building pad. All density tests exceeded 95% of the maximum density. For locations and results see today's in -place density test report, RECEIVED JAN 3 0 2001 DEVEL OPMEn T Rain Showers DMSmith / JG s ai� D.SMITHI F • ' ::'::_'REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL, WITHOUT THE WRITTEN APPROVAL OF THE LABORATORY Word 1 Data Tvc.i: 01122/011 Data Rat: 01122101 - - -- -- - -- -- - - - - -- = 1101 r •n NuNe 101 'Nterrsl, WA 0M11 CQNSTRUCTI�N TESTING : ' TeLNo. pep Jar, 1N•P$ AC■ DIMITY TEST REPORT' V 9 . Bagels Business Park 'CLGGit ' Yr Jan. 18 2001 "IV' T -1712 rAdc 1 w 1 :..: ` BUILDING ����� "ft" M12000 -197 MOWN Ncl�lilT .. �MOUIIt.�r_ -, , J� ..�lu!4!!T�:..m.- ... -_ ORDIOtNO♦ NIA Mir OS `_ NAIM>Z ` `w' "" NIA JON NIA D.SMITH / fmd 6101 South 180w Street, Tukwila >�, -' ' "•''��"�" "'*Y ASTM D•2922 jTroxler 3430 'MX HAMM s:.: ,::. ,I. .: ..._:' _ . -. -.: Client "'Arc""""' °cN"'"' ASTM D -1557 1' �r.L. '11�i - T1t�1'M�Ti1tlO i s �• 11tH. Ti$t i , RI.K1ATION 1 €♦ �ii Jt`,ff� ' -�'t Sty 1. k,�+ �, • :,. ' N , .ft ` +; {;�J� Sti, , =�i�J ly .l. ! 14' 1 } e! i i l J�- t ;•t • h ..-.` 7 Otis.t r ^4 9 ' x i '•. 'f' ��4 +! f(. .., j� ♦ >�1 ! xl i #f , , . ; r , ;` 3 .,, ,x.,, =./1.a �f ' pi 4.� t't' r• i : &r' i `! .: • f,�, i t,. ,�. ,, f ,r • LAN C11MViI « i � t FIELD t, �) Itf. � :: , .� PRM. CWT. AIOINT. URN . • i,.!,i ,...Ref I•'$ � i'r: • ` `v � r • i•4.`I '2' i 1 /s l�• "�'( hf i, b7 ''' t�, 41iIt1�E 4i'sS. a :�� tilt. Cliff ($ • PA rcl+►+. PACT % • '' Ills__'_.,,,,.. LrA. ! Deb Vll..: - i .f. ` _ y� NY 1' t,: M/ .7. .a .'0 ■ . ' "11 i . • BUILDING PAD - BETWEEN GRIDS 01 10 Grade "D" to D.5 dr 21 to 22 * 146.8 139.6 5.2 138.0 6.8 1012 96.0% 02 11 Grad. "B" to 8.5 dl 19 to 20 "C" to "8" & 16 to 17 * 145.0 138.1 138,0 5.0 4.5 " 100.0 " 03 12 Grade * 144.2 v 100.0 " 04 05 13 14 Grade Grade 8.5 to C & 17 to 18 r "D" to D.5 & 11 to 1212 * 143.55 144.1 136.9 -4.8 99.2 , , ii 137.5 4.8 " 99.6 " 06 16 Grade "B" to 8.5 & 9 to 10 D.5 to "E" & 4 to 5 * * 143,8 144.2 137.0 138.5 5.0 4.1 " " " ii 99.3 11 07 16 Grade 100.4 " 08 17 Grade A.5 to "8" dI 3 to 4 * 144.5 137.9 4.8 " " 993 " ■ ., IMkw c3nde, MG • Nebw E>ddlip 81net . ANS • Nos NeAiiw OfT41. AP • Aka* P1», AM • Atom Ppe Bow, APS • Atom Pee a.d1, ASS • �e S*70. MSS • i10bw U nOnl $491 . •C • I s Cane. j • Neiow Ex OVA TIgN . ate' • 6!kw FN1h tT,uds, •FTSS • FQ 41ed1, • @0bw Ci►edv, NiNAG • Ndow Crede plbw Rode OreM, •P • NObw Ppe, •RYYFTB • Nd4w Retrying Wel Fa�ok°g, •SG • O. 6Itq O, •TORW • NWINN Tap d ROgwing Wel, . :•,:; . •TOW • NObw 1WQ o1 Wd, C•C . Cntlhe i N1ee Came, CR a c II6 .1 Rod°, c$SC • Crushed figw i 80aW Cor/i{e, t�TC • C+v1Md &urtac? Top Cane, E8 • Exiltirq Qade, FS • :1 (?►nde, FT6S • Footing G+adO, MOP • AiddO d P(pe. NQ • t . ; :.: NOW ood1, OS • O►er Od... IiS • . ' ado. $SETS • . • • • F F. • : . sugc • fabwo* kw sass Caw. TOG • Tcp 01 Cnnhed Oase, T06 • Top d Cirsc4. TONG • Top d • • • • .. TOY • Top d Vaul .' 7.j.: * Proctor furnished b client. Wuii*i•i •YAK• -:•: `,'. RCVICWEN :' { COt,IFORMS NY DMS MI 1 JCRt1NT ._ ' . ' ONNAIL'`NOT RN N•ORODUCID UCNOT IN PULL A WITNOUT :TM! WRI TNN'A11D *OVAL OP TN! `LAOOIIATONV. - Word 1 Dots Revised: 101191001 Dote Typed: 01123101 Dow Recd: 01122101 18 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM September 14, 2000 To: Steve Lancaster, Director and SEPA Responsible Official Fm: Carol Lumb °elate Planner Re: SEPA; Sena Building 931 A (File No. E2000 -016) Project Description: Construction of an approximately 130,000 sq. ft. telecommunications center building on the northern portion of a 7.57 -acre site, which is developed with an existing 89,200 sq. ft. telecommunications center building. Work will entail demolition of an existing parking lot and 1,370 -sq. R. building, preload of the proposed building footprint and building construction. Proponent: Segale Business Park Location: 18200 Andover Park West Date checklist prepared: August 17, 2000 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None Other Agencies of ,Jurisdiction: None ton 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 File E2000.016 Segale Building 931A SEPA Staff Report Recommendation: Determination of Non - Significance (DNS) Documents submitted with SEPA Checklist: 1. Geotechnical Evaluation, 8/15/2000, revised 8/25/2000, prepared by GcoEngineers Summary of Primary Impacts: Earth The site is flat with approximately 2% slope on the site. The soils are comprised of sand and gravel. Approximately 12,600 cubic yards of sand and gravel preload fill will be taken from (and be returned to) stockpiled materials owned by the applicant on a site approximately 1000 feet southwest of the construction site. Fill and grading for the construction of the new building will be minimal as the site was graded when the parking lot and existing building were constructed. Approximately 95% of the site will be covered by impervious surfaces (buildings, parking, driveways and sidewalks). The site is currently approximately 95% impervious surface, so there will be no change in impervious surface, Silt fences and sediment traps will be used to control storm water prior to discharge into existing onsite catchbasins. During construction new catchbasins will be installed. All catchbasins will bo protected from silt and sediment accumulation during construction. 81� Normal emissions and dust associated with use of construction equipment. After normal exhaust associated with customer and delivery vehicles, and intermittent use of emergency generators. During grading and earthwork construction a water truck will be used to minimize dust. Construction equipment will meet local, state and federal emission standards. Emergency generators will meet Puget Sound Clean Air Agency regulations. Egel The site is not adjacent to a body of water and the project does not plan to withdraw any ground water from the ground. The Green River lies approximately 375 feet from the southeast corner of the site. Stormwater from the site will flow into the City of Tukwila storm water system, which is then conveyed to the P -17 pond for detention prior to discharge into the Green River. OiIwater separators will be c: Mydocs\.Scgalc•sldg931 A\scpa•rpt.doc Pile E2000.016 Segale Building 931A SEPA Staff Report installed onsite to minimize water quality impacts from parking areas. The project will comply with the King County Stormwater Design Manual. plants The checklist indicates that the site contains deciduous and evergreen trees that are part of formal landscaping on the site, Additional landscaping will be planted on the site as part of the new building. No landscaping will be removed from the site. Street trees will be planted along South 180th Street. v§ 14 Animals►+ �. The checklist notes that songbirds have been observed on or near the site, There are no threatened or endangered species known to be on or near the site, The site is located on the Pacific flyway. Energy/Natural Resources Electricity will be used to power the telecommunications equipment that will be housed in the now building. The estimated amount of wattage that the equipment will use is 20 megawatts, Electricity and natural gas will be used for the FIVAC units. The emergency power generators will use diesel file!, The now building will bo designed to meet the Washington State energy code to save energy in heating and cooling the building. Environmental Health The emergency power generators will have 2,000-gallon diesel fuel tanks to power them, It is estimated that there will be 11 emergency generators associated with the new building. Construction noises will occur during the demolition of the existing building and preloading of the building site and construction of the now building. These noises would occur generally between the hours of 7 :00 a.m. and 5:00 p.m. Once construction Is complete, then noise will be generated by vehicles and delivery trucks, from approximately 8:00 a.m. to 6:00 p.m. Noise will also be created by the HVAC systems on a regular basis and the emergency generators on a periodic basis, The HVAC units and emergency generators will be insulated to reduce the noise, Any noise created by the mechanical units on the site is subject to the City's noise standards, TMC 8.22. Land/Shoreline Uses The site is currently occupied by two structures, an 89,200 sq, foot warehouse that has been converted to a telecommunications center and a 1,370 sq. foot building that c:\mydocs\Segale•Bidg931 A\scpa•rpt.doe 3 File E2000.016 Segale Building 931A SEPA Staff Report formerly housed a bank that is proposed for demolition. The site is designated Tukwila Urban Center on the City's Comprehensive Plan Map and zoned Tukwila Urban Center. The site is located at the southern edge of the Urban Center, with industrially designated lands to the south. The checklist indicates that the site is shown to be in an area of potential seismic instability, with soft, loose sand and a shallow ground water table. The proposed development is consistent with the Comprehensive Plan and Zoning designations. aunt N/A Aesthetics The proposed development is subject to design review by the City's Board of Architectural Review, The maximum height of the proposed building is 26 feet of the exterior walls with an additional 16 feet for the HVAC equipment and screening that will be located on the roof, The HVAC units will be setback from the edge of the roof approximately 30 feet. The wall that will face South 180'h Street will be just under 660 feet in length. The building will bo setback approximately 18 feet from the sidewalk and approximately 25 feet from the existing curb, The applicant will be required to design the building to modulate the facade in order to mitigate the impact of the length oldie building's wall and its proximity to the public street, Light/Glare No light or glare is anticipated from the building, The Checklist notes that the parking areas will be illuminated during business hours when there is no daylight, Recreation Existing sidewalks provide pedestrian access to the Green River Trail that lies feet to the southeast of the site. IIistorlc/ ultur Preseryati 0 There are no known historic and cultural sites or objects on or next to this site, c:4nydocs4Segalc•aldg931 /We pa•rpt.doc 4 File E2000 -016 Segale Building 931A SEPA Staff Report Transportation The site will be served by Andover Park West and South 180th Street. METRO bus service exists on Andover Park West and South 1 80th Street. There are currently 422 parking stalls on the site; 386 stalls will be eliminated when the new building is constructed. There will be 67 parking spaces when the new building is completed -- 36 onsite and 31 offsite. No new streets will be required to serve the site. The Checklist estimates that approximately 20 trips will be generated per day by the new development. The peak trip times are not known. All projects in Tukwila are subject to the City's concurrency standards and transportation mitigation fees. It does not appear this project will be required to pay any mitigation fees. biblilc Services The new development will generate an increased need for fire and police services since there will be an operating building and business onsite. This increase can be accommodated by current service levels, Utilitieg The site is served by the City of Tukwila for sewer and water service. Utilities currently available at the site include electric, natural gas, water, refuse service, telephone, storm water and sanitary sewer. No additional utilities are anticipated to be needed as a result of the subdivision. The cumulative effect of the need for electrical service for this building is not known. Recommendation Determination of Nonsigniticance cA mydccASegalc •Bldg93tA1sepa•rpt.doc 5 NWT • VICINQ' MAP Mal•••••••■••••• 110 000 SSW 11111•0 !fok /Wit W4 060 0 MMU. • f WW1 d tai 001a 01 LitA 11410...=1:= rerl,Pd, 110t. VINi 47ou : It A-Oe meftne ti • 606666 0140 • a Cu ; Mg I NI 16.6 666•4 s•04.11 Latintetileraar=001=3/VAI". 4 Mr Rter 421,1*.snaHlger 041411.091 1184"40ret 'WW1 M. VAX■40/1114.111?.711.1tir' o. ou o. ou * " • " 666010 04ii 00W 0 00,09 rtr trIgi 1.0 1.1311A01 V.4 111•014 1104 0 41141•4 4•10 I. • 0 0.0 • MIMI • el WOW 10101 • W 11. moo 00 um 144 mow, HI • 64vI «,« or ▪ or :sirs% am np oil 0104 • ow 100 of IN mm • 10/4 « 11( 00 oaf Of OM WM RI 11111y Moil 4011 0044 01 OM ••••••••• 111 111.4 1 040 6 0166•11 0.8 «I» «II 66 Of NOM • SS 110 100 OM •• 11 10 0110% 004 If v 0 4,4 M 0 M* 1. t10, 06 ,• PIP 10 14 ma WV *NW slot 41 4110 011 111 MN.* 1 ire wirit ....saata als.soa a nOUTI4 6MCCT =mit er-a ?war 0 • • - • , 14,4.461.1 1110 0.0 rfajfw v«. MI 14 NMI, VIM r • 0*1011 Mn • 11* • mamma a ma•sasa mama.. amass wawa. es a a MAN AMMO 1=1060 'wr • " .001, I we. •■• "*. sit \ • 721raMo 0.000010.0 0111 kilOPOign947011311/ 1 pJ g0•1111003 1$1,040040 131 .111111•111MMilloilmi, il011110/1117',1111111•0191101011010/111 01 l'''.-01111 '010. y1 sacitemm rihuaidaDm Arir, 1 FILE COPY 1 understand that the Plan Check approvals are subject to errors and omissions and approval of SEGALE BUSINESS PARK BUILDING 937A EROSION CONTROL FOR PRELOAD /DEMO DRAINAGE CONTROL REPORT August 30, 2000 L & $ Protect No, 321 -08 C op TUKWILA SEP » i 2p00 PERMIT CENTER Prepared by: LAYTON & SELL, INC., P.S. Consulting Civil Engineers 15600 Redmond Way, Suite 302 Redmond, Washington 98052 (425) 881 -8151 CORRE TION RECEIVED SEP 1 2 2000 TUKWILA PUBLIO WORKS 11 I2ooD -►qo SEGALE BUSINESS PARK BUILDING 931A EROSION CONTROL FOR PRELOAD /DEMO DRAINAGE CONTROL REPORT August 30, 2000 L & 8 Project No, 321 -08 Prepared by: LAYTON & SELL, INC., P.S. Consulting Civil Engineers 1 5600 Redmond Way, Suite 302 Redmond, Washington 98052 (426) 881 -8161 Segale Business Park Building 931A General This report contains calculations for the erosion control facilities as depicted on the separately bound Building 931A - Preload /Demo plan set (5 sheets total) by Layton & Sell, Inc., P.S., revision 1 dated August 30, 2000. PROJECT SITE: 8101 South 180th Street Tukwila, WA 98138 OWNER & APPLICANT: SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, WA 98138 -2028 Contact: Mark Hancock (206) 575 -2000 Lanai Description Lot 3, city of Tukwila short plat no. 86- 45 -ss, revised by instrument recorded under file no. 9311301981, records of King County, Washington, more particularly described as follows: that portion of the southwest quarter of the northeast quarter of section 35, township 23 north, range 4 east, w.m., in King County, Washington, described as follows: commencing at the northwest corner of the southwest quarter of the northeast quarter of said section 35; thence south 87° 50' 09" east along the north line thereof, 449.30 feet; thence south 02° 09' 51" west, 36,00 feet to the south margin of south 180th street and the true point of beginning; thence south 87° 50' 09" east along said south margin, 786,92 feet; thence along a curve to the right having a radius of 50,00 feet through a central angle of 95° 35' 05" an arc distance of 83.41 feet; thence south 07° 44' 56" west, 348.66 feet; thence north 87° 50' 09" west, 802.76 feet; thence north 02° 09' 51" east, 401.77 feet to the true point of beginning. Prolsc,t-Qescrlotlan The project includes providing erosion control & sedimentation control facilities for the demolition of private site features and the placement of preload material. The private site features to be demolished include Segale Business Park private curbs, landscaping and irrigation, asphalt paving, concrete walk, parking lot lighting, parking lot storm piping, water piping and an existing building (approximately 1,370 sf) and associated utilities including gas, power and water. The building's side sewer will be capped for future re -use. The placement of preload material will be performed in two phases. Phase 1 will include the placement of approximately 12,800 cubic yards of fill and will cover roughly the northwest quarter of the site. Phase 2 includes the relocation of the phase 1 preload from roughly the northwest quarter to roughly the northeast quarter of the site. The preload will remain about 4 weeks during each phase. Material for phase 1 and phase 2 preloads is currently stockpiled on Segale Business Park property, approximately 1,000 feet southwest of the site. All hauling activities of preload material and demolished asphalt will occur on Segale Business Park private property and streets. Preload material removed from phase 2 will be returned to its original stockpile location. Layton & Sell, Inc., P.S. 1 08/30/00 rt c Segale Business Park Building 931A The drainage basin for this work will total about 1.55 acres for phase 1 and about 1.56 acres for phase 2. Erosion control and sedimentation control facilities will include the construction of a west sediment trap for phase 1, an east sediment trap for phase 2, catch basin grate protection and perimeter protection (Le. filter fabric fences and interceptor swales) along the downstream edges of the work to protect adjacent properties from sedimentation, The sediment traps will discharge to an existing storm drain system located in Segale Drive "A ". Work S•au.nce Plan, 1. Install temporary erosion control measures as required, 2, Complete all demolition, 3. Place phase 1 preload. 4. Move preload material from phase 1 to phase 2. 5. Remove phase 2 preload from the site, Layton & Sell, Inc., P,S, 2 08/30/00 EX F.H. NW CORNER �� sw 1/4, NE 1/4 5 -23 -4 C81 EX CB TEMPORARILY RELOCATED) RIM =22.70 IE =20.03 RIPRAP INLET EX CB 11.1111111111- •axwairs r 111101_ NMI= SOUTH 180TH STREET EX CB EX SSMH m S87'50' 09"E 786.92 EX SSMH Ex C 23— FILTER FABRIC F.CE, TYP co WIST SEDIMENT TRAP \r: TOP ELEV =24.25 0V RFLOW SPILLWAY EL 23.25 B01TOM ELEV =19.75 BOOM DIM =4'X2' 4 SA 560 SF MIN AT ELEV 3.25 3H:1V MAX SIDE SLOPES r- --- INTE_RCEPTOR S =x.01 ft /f FILTER FA RIC FENCE )g, TO 1 PREL AD. NOT REO'D, IF E POND CONSTRUCTE' IN P PHA 2 /EAST SE NOT 8" SO IS TEMPORARY AND WILL BE REMOVED OR REPLACED AS REO'D DURING THE FUTURE BLDG CONSTRUCTION. INSTALL FILTER MEDIA INSERT IN ALL ON —SITE CATCH BASINS TO TRAP SEDIMENTS IN CONSTRUCTION SITE RUNOFF, TYP. Ex C8 Ex CB NOTE: E FILTER FABRIC FENCE IS NOT REO'D WHERE SURFACE RUNOFF IS DIRECTED ON —SITE. INSTALL FILTER MEDIA IN ON—SITE CATCH BASINS IN CONSTRUCTION SITE EXISTING BUILDING 931 NOTE: 8" SO IS WILL BE REMOVE AS REO'D DURIN BLDG CONSTRUC MN/ Nana. all Ex 0/W SEP mom. MOW" 10111111111 • Ex CB WEST CONSTRUCTION ENTRANCE e (OVER EXISTING PVMT) 11111•16 OWNS MOM , rh.1111.11E..` ... MOM ~I ` /L .117 =n 1 S87101 09 E .02. SEGALE DRIVE "D" A co EX SSMH SOUTH 180TH STREET D' 09 "E 786.92 EX SSMH m EX SSMH m EX CB F.H. FILTER FABRIC Ft-CE, TYP 1 IN UN SEDIMENT TRAUNIT j 5 ACRES) PHASE 1 EX CB RIPRAP INLET NE CORNER SW 1,/4, NE 1/4 35 -23 -4 -i —t_ IIERCEPTOR SWALE, 5 =61,01 ft /ft MIN FILTER FA RIC FENCE TOE OF PHASE 1 PRELQ�AD. NOT REO'D/ IF EAST SEDIMENT POND II� CONSTRUCTE(� IN PHASE 1 . PHA 2 1tAST SEDIMENT IRA)/ BASIN LIMIT (1.56 ACRES) LL FILTER MEDIA INSERT IN ON -SITE CATCH BASINS TO SEDIMENTS IN CONSTRUCTION RUNOFF, TYP. I' , 'I ., T TOP EL 23.00 .�, OVERFLOW SPILL ELEV' BOTTOM EL .50 $QTTOM D) =4'x2' SA= 560/SF MIN AT ELEV 3H:1V MAC/ DE SLOPES f� C82, (X CB TEMPORARILY ? RELOCATED) / RIM =21 \45 IE =18.8' NOTE: FILTER FABRIC FENCE IS NOT REO'D WHERE SURFACE RUNOFF IS DIRECTED ON -SITE. INSTALL FILTER MEDIA INSERT IN ALL ON-SITE IMENT5 CONSTRUCTION SITE RNOF , TYP. EXISTING BUILDING 931 NOTE: 8" SD IS TEMPORARY AND WILL BE REMOVED OR REPLACED AS REO'D DURING THE FUTURE BLDG CONSTRUCTION. ti Og S87'50 09 "E MOW SEGALE DRIVE "D" m EX SSMH wl MN= MEW BUILDING 931A - PRELOAD /DEMO Sepal• BusinessuPork, 101 South 180th Street BASIN MAP 3 WEST SEDIMENT TRAP (PHASE 0 BASIN SUMMA Total Basin Area Segale Business Park Building 93IA Outwash Till Impervious Type of Grass Grass Area Surface (acres) (acres) (acres) top of preload 0.83 grass 0.16 roadway 0.56 Totals 0.83 0.16 0.56 HYDROLOGIC ANALYSIS: Analyze basin hydrologic characteristics using King County Runoff Time Series Program (KCRTS) version 4.40g. Project location: Sea -Tac Regional scale factor: 1.0 Data type: reduced Time step: 15- minute FLOW FREQUENCY ANALYSIS TIME SERIES FILE:SBP- 931 — EC.TSF PROJECT LOCATION :SEA -TAC - -- ANNUAL PEAK FLOW RATES - -- FLOW FREQUENCY ANALYSIS FLOW RATE RANK TIME OF PEAK - - PEAKS - - RANK RETURN PROs (CFS) (CFS) PERIOD 0.267 6 8/27/01 18:00 0.804 1 100.00 0.990 0.186 8 9/17/02 17:45 0.550 2 25.00 0.960 0.550 2 12/08/02 17:15 0.367 3 10.00 0.900 0.215 7 8/23/04 14:30 0.308 4 5.00 0.800 0.292 5 10/28/04 16:00 0.292 5 3.00 0.667 0.308 4 10/27/05 10:45 0.267 6 2.00 0.500 0.367 3 10/25/06 22:45 0.215 7 1.30 0.231 0.804 1 1/09/08 6:30 0.186 8 1.10 0.091 COMPUTED PEAKS 0.719 50.00 0.980 $EDIMgNT TRAP DESK KCSWM Sediment Trap Design Criteria: • A sediment trap shall be used where the contributing drainage area is 3 acres • Trap bottom should be level, / • Settling zone depth shall be 2 foot min to 3.5 feet, • Sediment storage depth shall be 1,5 feet min, / • Max interior side slope of 3H:1 V, and max exterior side slope of 2H:1 V. • The settling zone surface area shall be computed for the 2 -year peak runoff ra 10 -year peak runoff rate shall be used if the project size, expected timing and construction, or downstream conditions warrant a higher level of protection. • The design settling particle is the medium silt (0,02 min), Settling velocity is or Tess. te. The duration of 0,00096 IVs. Layton & Sell, Inc. P.S. 4 08/30/00 Segale Business Park Building 931A Size sediment trap for the 2 -year peak runoff rate with a factor of safety of 2, From KCSWM, required trap surface area (SA) at the crest of the weir: SA = 2,0 *02, where Q2 = 0,267 cfs from KCRTS flow frequency analysis. 0.00096 The required surface area is 2 *0.267/0.00096 t the crest of the weir. EAST SEDIMENT TRAP (PHASE 2) BASIN SUMMA Total Basin Area Type of Surface top of preload grass roadway Outwash Till Impervious Grass Grass Area 0.90 0.18 0.48 Totals 0.90 0.18 0.48 HYDROLOGIC ANALYSIS: Analyze basin hydrologic characteristics using King County Runoff Time Series Program (KCRTS) version 4.40g. Project location: Sea -Tac Regional scale factor: 1.0 Data type: reduced Time step: 15- minute FLOW FREQUENCY ANALYSIS TIME SERIES FILE :SDP- 931- EC2.TSF PROJECT LOCATION :SEA -TAC - -- ANNUAL PEAK FLOW RATES - -- FLOW FREQUENCY ANALYSIS FLOW RATE RANK TIME OF PEAK - - PEAKS - - RANK RETURN PROD (CFS) (CFS) PERIOD 0.228 6 8/27/01 18:00 0.725 1 100.00 0.990 0.160 8 1/05/02 15:00 0.483 2 25.00 0.960 0.483 2 12/08/02 17:15 0.316 3 10.00 0,900 0.184 7 8/23/04 14:30 0.267 4 5.00 0.800 0.253 5 10/28/04 16:00 0,253 5 3.00 0,667 0.267 4 10/27/05 10:45 0.228 6 2.00 0.500 0.316 3 10/25/06 22 :45 0.184 7 1.30 0.231 0.725 1 1/09/08 6:30 0.160 8 1,10 0.091 COMPUTED PEAKS 0.644 50.00 0.980 Layton & Sell, Inc. F.S. 5 08/30/00 Segale Business Park Building 931A SEDIMENT TRAP DESIGN KCSWM Sediment Trap Design Criteria: • A sediment trap shall be used where the contributing drainage area is 3 acres or less. • Trap bottom should be level, • Settling zone depth shall be 2 foot min to 3.5 feet. • Sediment storage depth shall be 1,5 feet min, • Max interior side slope of 31-1:1V, and max exterior side slope dal: 1 V. • The settling zone surface area shall be computed for the 2 -year peak runoff rate. The 10 -year peak runoff rate shall be used if the project size, expected timing and duration of construction, or downstream conditions warrant a higher level of protection, • The design settling particle is the medium silt (0.02 mm), Settling velocity is 0,00096 ft/s. Size sediment trap for the 2 -year peak runoff rate with a factor of safety of 1 From KCSWM, required trap surface area (SA) at the crest of the weir: SA 3.0 *O2 where Q2 - 0,228 cfs from KCRTS flow frequency analysis. 0.00096 The required surface area is 2 *0.228/0.00096 X475 sq ft at the crest of the weir. o Layton & Sell, Inc. P.S. 6 08/30/00 FIRE DEPARTMENT REVIEW COMMENTS, Project Name: Building #931-A 6305 South 180th Street Permit File No.: MI2000-197 Date: August 28, 2000 Reviewer: Carol Lomb (206)431-3670 1. SEPA needs to be issued prior to Planning Division approval for this demolition permit. August 28, 2000 city of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mark Hancock Segale Business Park 18000 Andover Park West Tukwila, WA 98188 RE: CORRECTION LETTER #1 Development Permit Application Number MI2000 -197 Building #931 -A 6305 South 180th Street Dear Mr. Hancock: This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed aLikisamdam and reflected on your drawings. I have enclosed comments from the Planning Division and Public Works Department, At this time, the Building Division and lire Department have no comments. The City requires that four (4) pomplcte sets of revised plans be resubmitted with the appropriate revision block, If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal, I have enclosed one for your convenience. !1: L !1: !1.: L l!!. !1 .!1 !.1 . 1! accepted throughh the mail or by i messenaor M rvico, If you have any questions, please contact inc at (206)431.3672, Sincerely, Brenda Holt Permit Coordinator encl xc: File No, MI2000.I97 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 2064131.3670 • Fax: 206.431.3665 FILE: APPLICANT: DATE: PLAN REVIEWER: City of Tukwila Public Works Department Review Comments MI2000 -189 Segale Business Park Building 931A - Preload/ • ero 8/25/00 Contact Mike Cusick &t (206) 433 -0179 if you have any questions regarding the following comments, 1. Provide cut/fill volumes on the plan set, 2, Provide datum and bench mark information on the plan set, 3. Provide location of pre -load monuments and detail of pre -load monuments on the plan set. 4. The Geotech Report needs to address the time frame or the amount of required settlement of the existing ground in the study. 5. Provide construction entrance and details on the plan set. 6. Please move the filter fabric fence. The line type is getting lost in the clearing limits. 7, Provide calculations for sediment traps per 1998 King County Manual. 8. Please label existing storm drain lines with diameter and slope. 9. Provide details for interceptor swale. 10. Provide catch basin at the northwest corner of the existing building where the existing storm line connects with the proposed 95 LF of 8", 11, Provide filter media inserts on catch basins marked -up on Sheet C2,0, 12, On Sheet C3.0, please turn off items and pipes that have been demolished. (Segale cmnts) e Geo °' Engineers FILE COPY I understand that the Plan Check approvals are subject to errors and omissions and approval of Segale Business Park 18000 Andover Park West, Suite 200 Tukwila, Washington 98188 Attention: Steve Nelson CORRECTIO -a. August 25, 2000 RECEIVED CITY OF TUKWILA SEP - 8 2000 PERMIT CENTER Revised Report Oeotechnical Engineering Services Building 931A Segale Business Park Tukwila, Washington File No. 0291-015-00 Consulting Engineers and Ceoscientists Offices in Washington, Oregon, and Alaska INTRODUCTION This letter presents our recommendations for preload embankment placetnent for the proposed Building 931A at the Segale Business Park in Tukwila, Washington. The proposed building will be constructed adjacent to the north side of an existing warehouse building on -she, The existing building was prcloaded to induce settlement of subgrade soils prior to construction, The preload embankment extended into the proposed building in the area shown on the attached site sketch. A settlement sensitive utility corridor exists along the north property Tine. Further geotechnical recommendations for the proposed building will be presented in our forthcoming geotechnical report. PRELOAD EMBANKMENT FILL PLACEMENT We recommend that the final grade for the planned preload embankment be constructed as described in the following paragraphs and on the attached sketch. The embankment sideslopes should be inclined at IM: IV (horizontal:vertical) or flatter. The embankment crest should be 7 feet above the finished floor elevation, except near the northern building perimeter as shown on the attached cross section sketch. The embankment fill should extend at $east 5 feet beyond the proposed east and west building perimeters. To limit settlements beneath the existing building to the south we recommend that the toe of the proposed preload embankment be placed no closer than 10 feet to the existing building perimeter. We recommend that the northern toe of the preload embankment be placed no closer 0eooknginee s, Inc. 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Telephone (253) 383 -4940 Fax (253) 383-4923 www.geoenginccrs.com MI2opo- : �9� Segale Business Park August 25, 2000 Page 2 than 20 feet to the center line of the nearest utility to limit settlement beneath the utility. Near the toe, the preload embankment height should be limited to 3.5 feet above finished floor elevation. The embankment fill height should be increased to 7 feet above finished floor elevation at a distance of 30 feet from the center line of the nearest utility. The attached cross section sketch shows the recommended preload geometry at the north building perimeter. We understand that the original preload extended 80 feet beyond the central portion of the north building perimeter, as shown in the attached site sketch. Consequently much of this area does not require preloading. To achieve uniform settlement characteristics we recommend that the toe of the proposed preload overlap the previously preloaded zone by at least 20 feet. The recommendations for preloading assume that column and wall loads will be supported on piles in areas where the past and future preloads overlap by less than 20 feet. We understand that the preload will occur in two phases. The east side of the building area will be preloaded first and then the preload fill will be transferred to the west side. We recommend that the east and west preload areas overlap by at least 20 feet. Settlement resulting from preload is expected to be complete within approximately four weeks after the fill is in place. The settlement from the previous preload was essentially complete in three weeks after completion of the fill. The silty soils underlying the site are expected to experience consolidation settlement due to the preload embankment. Sandy soils are not expected to consolidate, but may deflect elastically. Our analyses indicate that settlement beneath the existing building and utility corridor due to the preload embankment will be negligible, provided the recommendations in this letter report are followed. Survey monuments should be established at four locations in the preload area. A monument should also be located on the east and west ends of the north wall of the existing building and two monuments over the gas lino to confirm that the estimated preload fill- induced settlements are not exceeded. The monuments in the preload area can consist of regular preload monuments placed prior to filling or stakes set immediately after the fill is placed. A typical detail for settlement monuments located within the surcharge area is attached. 141 0o0Engineers File No. 0291.015.00 -3130 9t 926 .4 1g t Y.32 Segale Business Park --,, August 25, 2000 Page 3 We appreciate the opportunity to be of service on this project. Please call if you have questions concerning this letter report. Respectfully submitted, GeoEngineers, Inc. QAtio J 11/1..Y Scott P. McDevitt Staff Engineer 41144,40,,, Gary W Henderson Princi al SPM :OWN:vc Document ID: 029I015ProlosdLttRev.doc Attachments 0coLnglnccrs Filo No. 0291.015.00.3130 S 7L4 t`N 1(60114- 0 4o an X20 ZZZZTreakseP ftti,zoo 4m1-614 �U ��-�� N X31.4► SoL4fA 1%01* sr 1-20, CFr$•&fC 'tEr r1rAQFSr tfrti 1-1 t- axtsT-iNe.' emu-Di Nei K. 'Z CITYRECEIVED CITY SEP - 8 2000 PERMIT CENTER CORRECTION JOB "F3cA.51QCS.S Pt.ae. BY DATE aoma Malt •1•11111 FILE NO. SHEET OF i ? x • • Geo Engineers MOUND FILL AROUND SETTLEMENT MARKER TO STABILIZE SETTLEMENT PLATE 1 6 "X 16 "X 1 /4" COX PLYWOOD MEASUREMENT ROD, 1 /2 "0 PIPE WITH THREADED COUPLING CASING, 2 "0 PIPE WITH THREADED COUPLING (SET ON PLATE, NOT FASTENED) EXISTING GROUND SURFACE SAND PAD IF NECESSARY (NOT TO SCALE) As*/ NOTES; 1. INSTALL MARKERS ON FIRM GROUND OR ON SAND PADS IF NEEDED FOR STABILITY, TAKE INITIAL READING ON TOP OF' ROD AND AT ADJACENT GROUND LEVEL PRIOR TO PLACEMENT OF ANY FILL. 2. FOR EASE IN HANDLING, ROD AND CASING ARE USUALLY INSTALLED IN 5 -FOOT SECTIONS. AS FILL PROGRESSES, COUPLINGS ARE USED TO INSTALL ADDITIONAL LENGTHS. CONTINUITY IS MAINTAINED BY READING THE TOP OF THE MEASUREMENT ROD, THEN IMMEDIATELY ADDING THE NEW SECTION AND READING THE TOP OF THE ADDED ROD. BOTH READINGS ARE RECORDED. 3. RECORD THE ELEVATION OF THE TOP OF THE MEASUREMENT ROD IN EACH MARKER AT THE RECOMMENDED TIME INTERVALS. EACH TIME, NOTE THE ELEVATION OF THE ADJACENT FILL SURFACE, 4. READ THE MARKER TO THE NEAREST 0.01 FOOT, OR 0,005 FOOT IF POSSIBLE, NOTE THE FILL ELEVATION TO THE NEAREST 0.1 FOOT. 5. THE ELEVATIONS SHOULD BE REFERENCED TO A TEMPORARY BENCHMARK LOCATED ON STABLE GROUND AT LEAST 100 FEET FROM THE EMBANKMENT. Geo Engineers SETTLEMENT PLATE DETAIL FIGURE 1 g CITY OF TUKWILA DETERMINATION OF NONStGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: licks — fAti: DEMO, GRADING, PRE -LOAD & CONSTURCT 130,000 SOFT. TELECOMMUNICATIONS BUILDING PROPONENT: SEGALE BUSINESS PARK LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY: ADDRESS: 6101 S 180 ST PARCEL NO:. 352304 -9120 SEC /TWN /RNG : 35.2304 LEAD AGENCY: CITY OF TUKWILA FILE NO: E2000 -01G The City has determined that the proposal doer not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.210.030(2)(c). This decision was made after review of a completed environmental checklist dnd other information on file with the lead agency. This information is available to the public on request :. kkAA AAk*k kkAkkk% kAAkk AkAkk* AkkkkAkAAk4 AA WIAAAAAAklkkkkkAA kAk°AAkkAAk44AAkA This deterininution is final and signed this __LA.._ day of 2000.. ILL .- _A 'Steve L ncastor, Respu pie Official City of Tukwila, (206) 431 -3670 6300 Southcenter Boulevard Tukwila, WA 98188 Copies of the procedures for SEPA appeals are available with the Department of Community Development. ka0 August 17, 2000 SEGALE BUSINESS PARK Ms. Moira Carr Bradshaw Associate Planner Dept. of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 A LA PIANTA LLC TRADE NAME RE: Building 931A Permit Application Dear Ms. Bradshaw, ern, OF TUKWILA AUG 1 8 2000 PERMIT CENTER We are submitting herewith our Miscellaneous Permit Application for site clearing, demo, and preload, in preparation for Building 931A located within Segale Business Park. Enclosed you will find the application package consisting of the following items (quantities in parentheses): 1) Miscellaneous Permit Application (1) 2) Plans by Layton and Sell Engineers: C1.0, C2.0, C2.1, C3.0, C3.1 (all 8/16/00) (6 sets of plans, plus 1 set of 8-1/2 x 11 PMT's) 3) A $___ check for Misc. Permit Application fees (1) 4) City M -2 Submittal Checklist ( "Land Altering/Crading/Preloads ") (1) 5) City M -3 Submittal Checklist ( "Demolition ") (1), and Puget Sound Clean Air Agency application and cover letter dated 8/16/00 (1) 6) Copy of La Pianta LLC State Contractor License (1) 7) City's SEPA Application Checklist (1) 8) SEPA Environmental Review Application (1) 9) Affidavit of Ownership and Hold Harmless Permission to Enter Property (1) PQ Box 58028 • Tukwila,WA 98138.2028 15000 Andover Park W • Suite 200 • Tukwila, WA 98188.4798 Telephone 206 575 -2000 • Fax 206 575.1837 i Building 931A Permit Application, 8/17/00, page 2 CITY�OFE UKWILA AUG 1 8 2000 PERMIT CENTER 10) State Environmental Checklist (6), (including attachments: A -Legal Description, B -Site Plan, C- Vicinity Map) 11) Geotech report by GeoEngineers, dated 8/15/00 (4) 12) SEPA $325.00 fee check (1) 13) King County Assessor's map showing properties within 500 feet (1) 14) Mailing labels for property owners and tenants within 500 feet (2 sets) 15) Vicinity Map (1) 16) Surrounding Land Use map at 1000 feet from property (1) 17) Title Report (1) 18) Lot lines at 300 foot radius from property (1) If you have any questions or need additional information, please let me know. Thank you for your help with this application. Sincerely, • Segale Business Park Mark Hancock l:n Aronmental Checklist STATE ENVIRONMENTAL CHECKLIST A. BACKGROUND: 1. Name of proposed project, if applicable: Building 931A 2. Name of Applicant: Applicant: Segale Business Park, P.O. Box 88028, Tukwila, WA 98138 208/575 -2000 Owner: La Planta LLC, P.O. Box 88028, Tukwila, WA 98138 208/575 -2000 Contact Person: Mark Hancock Telephone Number. 208/574 -0110 or 208/575 -2000 3. Date checklist prepared: August 17, 2000 4. Agency requesting checklist: City of Tukwila, Washington 6. Proposed timing or schedule (Including phasing, If applicable): Proposed construction would commence upon Issuance of necessary permits and approvals. The physical work would be completed In approximately 9 months. 6. Po you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None are anticipated at this time other than tenant improvements, 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. EIS for Sepals Business Park — 1974 Geotechnical Report by Geo Engineers, dated 8/18/00 (submitted with application) I. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. . 9. List any government approvals or permits that will be needed for your proposal. SERA, Design Review (BAR), Grading & Utility, Building, Mechanical, Fire Protection, Plumbing & Side Sewer, Signage, Puget Sound Clean Air Agency demo approval. auilding 931A Project Submittal, Tukwila August 17, 2000 draft 1 1 k 1; 1 w Environmental Checklist 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Construction of approximately 130,000 s,f. telecommunications center building, over an existing parking lot on northern portion of a 7.57 acre site (southem portion occupied by existing 89,200 s.f. telecommunications center building). Work will entail demolition of existing parking lot and approximately 1,370 s.f. building, preload of site, and then building construction. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The development area is shown on the attached site plan (Exhibit B), and on the vicinity map attached as Exhibit C. The project site Is located on tax lot * 352304 -9120, In the NE 'A, Section 35, Township 23 North, Range 4 East, W.M., at the southwest comer of Andover Park West and South 180th Street. 12. Does the proposal Ile within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes (see question 8h below). B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other:. Applicable Items are uadadload b. What is the steepest slope on the site (approximate percent slope)? Approximately 2% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand and gravels. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. Building 93IA Project Submittal, Tukwila August 17, 2000 draft 2 Environmental Checklist 2. AIR e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. There will Initially be 12,600 c.y, of sand and gravel preload fill, coming from (and returning to) our stockpile on Segale Business Park property 1000' southwest of the site. Fill and grading for the project thereafter will be minimal since the site was already graded for the parking lot. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. None is expected because the site is relatively flat. 0. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 95% of the site will be covered with impervious surfaces. These Include buildings, parking, driveways and sidewalks. The site currently Is approximately 95% Impervious surfaces, so there will be no change in Impervious surface. h. Proposed measures to reduce or control erosion, or other impacts to the earth, If any: Silt fences and sediment traps will be used to control storm water prior to discharge Into existing onsite catchbasins. During construction new catchbasins will be installed, All catchbasins will have CB protection. a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? Reny, generally describe and give Approximate quantities if known. Normal emissions and dust associated with use of construction equipment, After construction normal exhaust associated with customer and delivery vehicles, and Intermittent use of emergency generators, b. Are there any off.site sources of emission or odor that may affect your proposal? 11 so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During grading and earthwork construction water (via water truck) will be used to minimize dust. Construction equipment will meet local, state and federal emission standards. Emergency generators will meet Puget Sound Clean Air Agency regulations. Building 931A ProJcct Submittal, Tukwila August 17, 2000 draft 3 b 01 Environmental Checklist 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year•round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the Green River is approximately 375 feet from the southeast comer, Stormwater frorn the site will flow into the City of Tukwila storm water system and Is conveyed to the P -17 pond for detention prior to discharge Into the Green River. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans, No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal Ile within a 100•year flood plain? If so, note location on the site plan. No. 6) Does the proposal Involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. Ground 1) WIII ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example; Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) ars expected to serve. No waste materials will be discharged. lituiiding 93iA Project Submittal, Tukwila August 17, 2000 draft 4 1 Environmental Checklist c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from parking areas and building roof will be collected and gravity flowed to the existing City Storm drainage system. The City system Iles within the P -17 basin. 2) Could waste material enter ground or surface waters? N so, generally describe. 01 I/water separators will be installed onsite to minimize water quality impacts from parking areas. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Runoff from parking areas will pass through oil/water separators before discharging to the City of Tukwila storm sewer. Protect will comply with King County Stormwater Manual. PLANTS a. Check or circle types of vegetation found on the site: Applicable Items are underlined. . x. deciduous tree: alder, maple, aspen, other: I nnr+nn Plain Trawl .x. evergreen tree: fir, cedar, plot (In pots), other: . Y. shrubs _ grass - pasture crop or grain - wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water Illy, eel grass, milfoil, other - other types of vegetation b. What kind and amount of vegetation will be removed or altered? The construction area is clear of vegetation other than existing parking lot landscaping. a. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will use native vegetation. Building 931A Project Submittal, Tukwila August 17, 2000 draft 5 Environmental Checklist 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Applicable items are underlined. Birds: Hawk, heron, eagle, annph1rda, other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: d b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. Part of Pacific flyway. d. Proposed measures to preserve or enhance wildlife, If any: None. 0. ENERGY AND NATURAL RESOURCES a. Whet kinds of energy (electric, natural gas, oII, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be used for lighting and telecommunications equipment operations, and natural gas and electricity will be used for HVAC. b. Would your project affect the potential use of solar energy by adjacent properties? if so, generally describe. No. G. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The building will be designed to meet the Washington State Energy code to save energy In heating and cooling the building. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Emergency power generators will have 2,000 gallon diesel fuel tanks, designed and installed per governmental regulations, Building 93IA Project Submittal, Tukwila August 17, 2000 draft 6 !t Environmental ronmental Checklist 1) Describe special emergency services that might be required. None, 2) Proposed measures to reduce or control environmental health hazards, if any: Project will be consistent with the City's Fire Code, b. Noise rn 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing traffic on 180`h Street. 2) What types and levels of noise would be created by or associated with the project on a short -tern or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Normal noise from construction equipment during construction (approximately 7:00 AM to 5 :00 PM). Noise from vehicles and delivery trucks once the building is open for business (approximately 8:00 AM to 8:00 PM), HVAC systems will create noise on a regular basis, while the emergency generators wot:;nl create noise during periodic testing. 3) Proposed measures to reduce or control noise Impacts, if any: Protect will comply with City noise regulations. All equipment will be operated with required local, State and Federal mufflers, LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? SITE: Parking lot in northern development area, and existing telecommunications center In southern part of parcel NORTH: Retail, theater SOUTH: Warehouse EAST: Office WEST: Restaurant b. Has the site been used for agriculture? If so, describe. Yes, The site was converted to urban uses in approximately 1970. c. Describe any structures on the site. Existing approx. 1370 s.f. structure. d. Will any structures be demolished? If so, what? Existing approx. 1370 s.f. structure. Auilding 93IA Projcct Submittal, Tukwila August 17, 2000 draft 7 e. What is the current zoning classification of the site? TUC (Tukwila Urban Center) f. What is the current comprehensive plan designation of the site? TUC (Tukwila Urban Center) g. If applicable, what is the current shoreline master program designation of the site? n/a h. Has any part of the site been classified as an "environmentally sensitive" aria? if so, specify. The site Is shown on the City maps as being within a "sensitive area" described to be "of potential seismic instability, with soft, lose sand and a shallow ground water table." 1. Approximately how many people would reside or work in the completed project? Approximately 10 J. Approximately how many people would the completed project displace? None, k. Proposed measures to avoid or reduce displacement impacts, it any: Not Applicable. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal is consistent with current zoning and comprehensive plan designation, HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low - Income housing. None. b. Approximately how many units, if any, would be eliminated? middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. Building 931A Project Submittal, Tukwila August 17, 2000 draft 8 Indicate whether high, environmental Checklist 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what Is the principal exterior building material(s) proposed? Maximum building height: 26 feet exterior walls, plus 16 feet HVAC equipment and screening Exterior materials: architectural concrete. b. What views in the immediate vicinity would be altered or obstructed? Views of the streetscape will be altered by bringing a building closer to the street. c. Proposed measures to reduce or control aesthetic impacts, if any: Project will be subject to City's Design Review. 11. LIGHT AND GLARE • a. What type of Tight or glare will the proposal produce? What time of day would it mainly occur? No anticipated glare from the building. Parking lot will be Illuminated during business hours when It Is dark. b. Could Ilght or glare from the finished project be a safety hazard or Interfere with views? No. 0. What existing off -site sources of Ilght or glare may affect your proposal? None. d. Proposed measures to reduce or control Tight and glare Impacts, if any: None. 12. RECREATION a. What designed and informal recreational opportunities are in the immediate vicinity? There Is a pedestrian/bike trail that runs along the east side of the Green River. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: t wilding 931A Project Submittal, Tukwila August 17, 2000 draft 9 1 1 g Environmental Checklist Existing sidewalks provide safe access to the Green River trail. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. None. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None, c. Proposed measures to reduce or control impacts, If any: None. 14. TRANSPORTATION a. 'dentlfy public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Site Is served by South 180`h Street on the north, Andover Park West on the east, Segale Drive "D" (private drive) on the south, with access to the project available from Andover Park West and Segale Drive "D." (see Attachment 8) b. Is site currently served by public transit? If not, what Is the approximate distance to the nearest transit stop? Yes. Metro presently has service along both Andover Park West and South 180th Street. c. How many parking spaces would the completed project have? How many would the project eliminate? Parking spaces at completion: 67 (38 onsite, 31 offslte) Parking spaces eliminated: 386 onslte d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. 1. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. atQlding 931A Project Submittal, Tukwila August 17, 2000 draft 10 Environmental Checklist 20 trips per day are projected (peaks unknown at this time). Proposed measures to reduce or control transportation impacts, if any: No significant impacts are anticipated. 16. PUBLIC SERVICES a. Would the project result In an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Yes, fire protection and police protection by virtue of the fact that there will be an operating building and business onsite. Health care only insofar as tenants may require emergency services. b. Proposed measures to reduce or control direct impacts on public services, If any. None. 16. UTILITIES a. Circle utilities currently available at the site: alactdalty, naturalgas, ntatat, nfusa.aalodaa, taisp at>e, sanitary laWilr, septic system, other. Appltcablu Items are andormis l b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the Immediate vicinity which might be needed. Sanitary sewer: City of Tukwila Storm sewer: City of Tukwila Water: Hlghline Water District Telephone: Qwest (US West) Electricity: Puget Sound Energy Natural gas: Puget Sound Energy SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its deci s n. Signature: Date Submitted: Attachments: Raiding 931A Project Submittal, Tukwila August 17, 2000 draft 11 A - Legal Description B - Site Plan C - Vicinity Map EXHIBIT A BUILDING 831A SITE SEGALE BUSINESS PARK LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO. 86-45-SS, REVISED BY INSTRUMENT RECORDED UNDER FILE NO. 9311301961, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87° 50' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 02° 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 1801/1 STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 87° 50' 09" EAST ALONG SAID SOUTH MARGIN, 786,92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50,00 FEET THROUGH A CENTRAL ANGLE OF 95° 35' 05" AN ARC DISTANCE OF 83,41 FEET; THENCE SOUTH 07° 44' 56" WEST, 348.56 FEET; THENCE NORTH 87° 50' 09" WEST, 802.76 FEET; THENCE NORTH 02° 09' 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING, usi or MOWS HA let PI/4I ll l a Onaw 4 imot, INN CORM AM WASP *0101 Mal •6I1 • tlttw 10 1 I. Mal1••IalYH »a x' IG 001 * •1*3 440 41 01•3I00, M 1t$4$ Ml OKtik ! =00 rM WAN MP NWT MI. SOUTH 1SOT11 STRUT VICINQ' MAP IIIt#11 i M1 4.11 w 14 011141,M4t m 'M! • N 1 tMOMlilt �M� loft 1N 100.1C1 MORK trim V. tuu 101 U0 MtIM11I1 1140•0¥10404/Wtt4447a00 - • N'Mf YI i 1 140414I1M1 14441 • Mi4WNi M�MI�Y__4L/M71N11 14 IMP M 14000 MONO 0110 N 0I 10111 I M Haw /00 ISO NO MO 0 Attars M 104 /al erne azt,,,t4 .,„4.4 ma.: ..,..,... nom • =.t.am...=w,„ms 11-41S814111M444444 Fit 1- I� • 1I'0101W/ 0. 0 K �t 0ta7.tl t OIII 0/ YK' i11 %vow, MN4q p 44 6444 MPUI ws. 411{Yt1100 WI 091 0040001 0 0/010110 / 0 a 100 MO 011000104 0 11•••14104 • Oil 14/ 0114 07141000.111 MI IIt/I101 Of KM01 r MY 401001/ 00410 4 w4 w0008 "Imw�wy�w 0 01fl . 144144 44 IMMO MML I NMI 104 IvOMtM1 0 44 MUM M 0107 r 0 4.05 00W '4 ow 441.104'111• 111 talliC4al 0•411 ILL 1044. Mg 4.0 14IYt 110104 I MO N0 14 0108 ■ *MIN M Walt 0I+r0 w It I4•444. 54 OW •• at ••••••I Mt OI•I• 111 ON • 4010411144Lt /W K •••4 OW •04 r0 •••1 MI.% /a 00//0041 0054 141 14 MOM 614 yMIr11i/ Y� Iall� 010tY /Y I�y�7 ■ ail alit CR" z EOALE DRIVE 'Q IP H N1. PI u {. k'xos �r $ 100441 4 try+I'al��o. FIVINejggaig °4° W"t, 1 • W C 1 .Q PERMIT PLAN SET • SUBJECT TO CITY REVIEW v i; 9 .. i; PROJECT SITE VICINITY MAP NTS SEGALE BUSINESS PARK A LA PIANTA LLC TRADE NAME August 16, 2000 RECEIVED CITY OF TUKWILA AUG 1 8 2000 PERMIT CENTER PUGET SOUND CLEAN AIR AGENCY 110 Union Street, Suite 500 Seattle, WA 98101 -2038 Re: Asbestos Removal & Demolition Notice of Intent Gentlemen, Enclosed please find our above referenced Notice for the site located at 6101 Southcenter Parkway In Tukwila, along with a check In the amount of $150.00, We understand the 10 -day notification waiting period is required for this project. If you have any questions please feel free to contact me directly. Thank you for your attention to this matter, Very truly yours, SEGALE BUSINESS PARK Al 4,0 /1 ark A, ' eg Vice Presi • : n Enclosures le PO Box 88028 • Tukwila,WA 98138.2028 I -• 191 18000 Andover Park W • Suite 200 • Tukwila, WA 98188.4798 Telephone 206 575.2000 • Fax 206 575 -1837 Agency Case No, Agency Use Only PUGET SOUND CLEAN AIR AGENCY 110 Union Street, Suite 500 Seattle, WA 98101.2038 NOTICE OF INTENT TO PERFORM: (206) 343-8800 fax (206) 343-7522 www.pscicanair.org Date Received Agency Use Only A. Project Type: 1 1. 0 Asbestos Removal 1 2.1MAsbestos Removal & Demolition 1 3. Q Demolition, No Asbestos Removal B. Property Owner: Segale Business Park _ Phone: (206) 575 -2000 Property Owner's Mailing Address: P.O . Box 88028 City: Tukwila _ State: WA zip:98138 C. Asbestos PLEASE PRINT CLEARLY, MIS WILL BE TOUR RETURNAlA/LINO LABEL. Contractor: M -Lan Com • an Contractor Owner /CEO: Ja M fan 12511 238th Mailing Address: St SW State: WA Tz ip: 98128 Phone : 36 s 668 -4455 Fax: Contractor Job No.: City: Snohomish 1 D. site 6101 Southcenter Pkwy Address: Y City: Tukwila WA State. zip; 98188 Project Manager or Contact Person: Mark kiancock Phone: 206 396 -2023 E. '"' Asbestos Survey or No, of Start 9/1/00 Date: Date Survey was Demolition Contractors PRIN NAAIEll E,ENTg RAIAIL�a ADDRESS IN OA'JQNRACK lPTRAINING9URNENrURMIRKDEPTNERR sega.Le Business Park Phone: (206) Was AsbestorillEcir 0 Mat'I Presumed: Structures: 1 Conducted: 2 / 19 / 99 0 If No, Attach Survc AHERA Building, AN AIIERAsURYRY /J REQUIRED won ALL DE *IOL IIONPROJECTS Misc. Mat'I: • Cement 13d. • Cement PI e • Floorint Mat'I =' Roofing Mat'I Otherwili be removed b roe ! . o, . Expiration Inspector Name: Gwen MCCuliou:h S2 000 Certification No,: 099724731 Date: 1/5/00 F. Demolition Information: No. of , Structures: Start 9/1/00 Date: • Training Fire (List Fire Dept, as demolition contractor below) 0 Ordered Demolition (attach copy of Order) Demolition Contractors PRIN NAAIEll E,ENTg RAIAIL�a ADDRESS IN OA'JQNRACK lPTRAINING9URNENrURMIRKDEPTNERR sega.Le Business Park Phone: (206) 575 -2000 G. Asbestos Project Information: No, of Structures: (see back if> 1) Start Date: 9/1/00 Completion Date: 1 1 1 Wk. Days: h:/iililiii7a. Hours: _ - . u Total Quantity to be Removed: Linear Ft. S uare Ft. 1.400 Will all asbestos material be „ , , 0iit It ' Yes • Thermal S stem Insulation: • BollcrWumuce Ins. • Duct Ins, • PI a Ins. Other: 5150 4. 260.999 linear feet or 160.4,999 square feet -19111 Surfacin Mat'I: ■ Fire roan ± ■ Paints • Plaster ■ Textured Cousins Othor: 5300 _,_4. 1,000.9,999 linear feet or 5,000 — 49,999cs uare feet Misc. Mat'I: • Cement 13d. • Cement PI e • Floorint Mat'I =' Roofing Mat'I Otherwili be removed b roe ! . o, . I1. Asbestos /Demolition Project Categories: 1. 0 Owner•Occupled, Single-Family Residence Asbestos Removal Project 0 Sin _ le -Famil Residence Demolition Pro ect NmffigatiglApalamWA Pr or Notice ` 1:121uNDABLR FRR 525 2. '= All Other Demolitions With No Asbestos Removal Pro'ect 0 Da s ,� 5150 3. ■ 10 - 259 linear feet or 48. 159 s uare feet jsee back of form for options) 3 Da s 5150 4. 260.999 linear feet or 160.4,999 square feet -19111 0 Da s _-„_•,� 5300 _,_4. 1,000.9,999 linear feet or 5,000 — 49,999cs uare feet 0 Da s 5750 000.49,999 linear feet or 50 000.99 999 :.uare feet 0 Da s S2 000 ...�6�,0,..11O 7. V 50 000.99 999 linear feet or 100,000. 149 999 s' uare feet 0 Da s 55 000 8. ■ 100 000+ linear feet or 150 000+ s uare feet Prior 0_ Dw Notice 510,000 9. Emergency Asbestos Project or a Emer enc Demolition Pro'ect Twice Pro'ect Fee 10.0 Alternate Means of fiance for friable materials or Demolitions 10 -Da Review Period Twice Project Fee 11. • Alternate Means of Com . fiance for nonfriable asbestos materials Concurrent with Project Twice Project Fee 1. 1 do hereby certify that the infomtation contained in this notification, and supplemental data described herein, is to the best of my knowledge accu tc and co !etc. t shall not cause or allow any asbestos project or demolition activities to begin until the appropriate waiting period s elapse Completeness Review Performed By 7� i; r PUGI T SOUND CLEAN AIR Segale Business Park Representing GENCY Form No. 66.160 (Revised 3 /00) AM • The Puget Sound Clean Air Agency is the local air pollution authority for Snohomish, King, Pierce and Kitsap Counties. The Puget Sound Clean Air Agency's Regulation 111, Article 4, requires advance notification be submitted to the Agency, on Agency - approved form no 66 -160 (Revised7 /99), for any asbestos project involving materials equal to or greater in size than 10 linear feet or 48 square feet and for any demolition project, regardless of asbestos content, involving structures with a projected roof area greater than 120 square feet. Notices of Intent should be mailed or hand delivered to the Agency (address on reverse side) with the appropriate project fee. An Agency representative will review the notification, and (fit is completed correctly a copy will be returned by mail within 3 to 5 days to the mailing address entered in box C and box J The returned copy will be your valid notification. Asbestos and demolition projects involving materials and structures below the notification thresholds listed above are still subiect to all other requirements of Puget Sound Clean Air Agency's Regulation 111, Article 4. , Demolition PLEASE PAINTCLEAALr. MS11 1LLBElUUR rat URN MAILING; LABEL. Contractor: Segale Business Park Owner /CEO: N.A. Segale Mailing Address: P.O. Box 88028 Phone: ( 1 •206 575 -2000 Contractor's gh 791 City: Tukwila State: WA Zip: 98138 Fax: (9 OM 575_1R!7 GUIDELINES FOR SUBMITTING A NOTICE OF INTENT Enter all applicable information accurately and completely, Incomplete Notices of Intent will be returned. Box A. Check the appropriate project type. Box 8. Enter the legal property owner information Box C. Enter the asbestos contractor information, or "not applicable" (N /A) for demolition projects when no asbestos- containing materials are present. For an Owner Occupied, Single- Family Residence asbestos removal protect (project category H1), list the asbestos removal contractor or property owner doing the asbestos removal (include property owner's mailing address). Box D. Enter the asbestos removal or demolition site address, For an Owner - Occupied, Single - Family Residence asbestos removal project (project category H1) where the property owner's mailing address differs from the site address listed In Box D, a letter must accompany the Notice of Intent verifying that the structure located at the site address Is currently being used as the property owner's domicile, Multiple asbestos/demolition projects involving more than one structure (project category 1.12 through H8) must be submitted in accordance with the Agency Regulation I, Section 4,03(a)(7), Box E. Enter the asbestos survey h forn:atlon or check material presumed (for asbestos projects only). An Al 1ERA building inspector must conduct an asbestos survey prior to any demolition project (1.e., the wrecking, razing, leveling, dismantling or burning of a structure, making the structure permanently uninhabitable or unusable). Box F. Enter the demolition project information. If the structure is to be used in a training fire, list the fire department responsible for conducting the burn as the demolition contractor in I3ox J, If the property owner bus been ordered to perform a demolition by a government official, submit a copy of the order from the appropriate official. Box G. Enter all asbestos project Information or enter "N/A" for demolition projects with no asbestos removal required. All multiple structure asbestos pro ects (project category 1110 and 1111) Hurst be submitted wjlj, ►:a Ark plan. m , oP the strucnrree. schedule, Box IL Check one project category In boxes 1 through 8. The project fee Includes the demolition fee. Asbestos removal projects and demolitions with an asbestos removal involving less than 10 linear feet or 48 square feet may be fled as project category 3. An emergency asbestos project or demolition may be requested by checking the appropriate job size category in boxes 2 through 9 and then checking the applicable emergency box In category 9. Emergency asbestos project notifications must be submitted with a letter from the property owner explaining the necessity for the emergency. Emergency demolition notifications must be submitted with a letter from an authorized government official or a licensed structural engineer documenting that the structure is in imminent danger of collapse. To request an alternative means of compliance for friable or not friable materials, check the appropriate job size category in addition to the applicable box in categories 10 and 11. A work plan must be submitted by an appropriately trained individual along with the not(/lcation. Box I. Sign the notification certing the accuracy and completeness of the information provided on the form. Box J. Enter demolition contractor mailing information (on back). Mandatory ant s are required for changes that Increase the project type, job size category, the types of asbestos materials to be removed an work schedule changes. No fee is required for work schedule changes if the contractor is participating in the Agency work schedule fax program. A 550, 00 processing fee is required for all other amendments. For technical assistance. contact Tom Hudson at (206) 689 -4058, Larry Vaughn (206) 689 -4035 or Kwame Agyei (206) 689 -4054. For inquiries concerning notification and amendment status contact Anne Morgan at (206) 689.4090. PUGET SOUND CLEAN AIR AGENCY Form No.: 66.160 (Revised 7/99) AM PUGET SOUND CLEAN AIR AGENCY Form No. 66 -160 (Revised 3/00) AM 01 PERMIT COORD Coiw PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: M12000 -197 DATE: 9 -7 -2000 PROJECT NAME: _ _BU.i_LDING #931 -A SITE ADDRESS: 6305 S 180 ST Original Plan Submittal Response to Incomplete Letter #__._____. xis Response to Correction Letter #J ___.__.Revision # After Permit Is Issued DEPART ENTS: Building Division ❑ Fire Prevention Structural Plann 'iig Division g Arl'' V oe° Permit Coordinator (Tues., Thurs.) Complete I/ Incomplete ❑ Comments: DUE DATE :_9-12-2000 Not Applicable ❑ TUES /THURS ROUT G: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATE 10 -10 -2000 Not Approved (attach comments) ❑ DATE: CORRECTION DETERMINATION: DUE DATE, Approved �❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: wwcwit ooc SP/9 /Abr PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -197 DATE :. 8 -18 -2.000 PROJECT NAME: SEGALEBUILDING 931A SITE ADDRESS: SW CORNER. ANDOVER PK W_& S 180 ST Original Plan Submittal Response to Incomplete Letter # _ Response to Correction Letter # _____revision # _ _ After Permit Is issued DEPARTMENj: Division Mum 9 Public Works Prevention Prevention Structural Planning vision 10 4. n. ices oordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete 2/ Comments: Incomplete ❑ DUE DATE: 8-22 -2000 Not Applicable El TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: Structural Review Required No further Review Required DATE: APPROVALS OR COR ECTIONS: (ten days) Approved El REVIEWER'S INITIA S: DUE DATE 99�4Q _ Approved with Conditions ❑ Not Approved (attach comments) C: ( w� CO CT ON DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) ❑ DATE: ov1{ SAN Abok City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mall, fax, etc, Date: �00 Plan Check/Permit Number: MI2000-197 ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued Project Name: IN0 #931 -A Project Address: 6305 South 1 80th Street Contact Person: Mark Hancock Summary of Revision: oak 746- S71f-0110 Phone Number : v :24-336-202.3 �► D £l Goer Sheet Number(s): C /• 0 C Z• 0 "Cloud" or highlight all areas of revision includi g date of r islon Ha7uN, 0 C,3 ECEIVED CITY OF TUKWILA Received at the City of Tukwila Permit Center by: 0( Entered i', Sierra on , ti-9-co P - 7 2000 PERMIT CENTER 08/28/00 DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE CCO1 . LAPIAL *008J8 04/01/2001 EFFECTIVE DATE 04/28/2000 LA PIANTA LLC PO BOX 88028 TUKWILA WA 98138 -2028 F625.052400 (1/97) �-�- -- Detach And Display Conitlraw J