Loading...
HomeMy WebLinkAboutPermit D2000-043 - SEGALE BUSINESS PARK - FUEL ISLANDSEGALE FUEL ISLAND D2000-043 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: 352304-9018 &F r sd c3 te. P= Dr NOT DEVPERM MUO /LD R II -N Contractor License No: LAPIALP055MZ DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGIN'S BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. (206) 431 -3670 Permit No: D2000 -043 Status: ISSUED Issued: 04/12/2000 Expires: 10/09/2000 Occupancy: SERVICE STATION UBC: 1997 001 Fire Protection: NONE North: .0 South: .0 East: .0 West: .0 HIGHLINE Sewer: SEPTIC Slopes: N Streams: OCCUPANT SEGALE BUSINESS PARK FUEL ISLAND Phone: 18000 SOUTHCENTER PARKWAY, TUKWILA WA 98188 OWNER LA PIANTA LTD PARTNERSHIP Phone: (206) 575 -3200 PO BOX 88050, TUKWILA WA 98138 CONTACT STEVE NELSON Phone: 206 - 575 -2558 PO BOX 88028, TUKWILA, WA 98138 CONTRACTOR LA PIANTA LIMITED PARTNERSHIP Phone: 206 575 -2000 P.O. BOX 88050, TUKWILA, WA 98138 •************* k*****• k******• k' k*****•k•k***k k**• k*• k** kk** k***** k• k*k***** * **•kk*•k***k•k * ***•k Permit Description: CONSTRUCT NEW FUEL ISLAND, OVERHEAD CANOPY AND TWO UNDERGROUND FUEL TANKS (6,000 & 18,000 GAL). PUBLIC WORKS ACTIVITIES INCLUDE LAND ALTERING, STORM DRAINAGE FOR CONNECTION OF THE CANOPY ROOF DRAINS.AND SANITARY SIDE SEWER FOR CONNECTION OF AREA UNDER THE CANOPY VIA AN OIL /WATER SEPARA- TOR TO SANITARY SEWER SYSTEM IN THE PARKING LOT. KC DEPT'OF NATURAL RESOURCES APPROVAL LETTER DATED 3.31.00 TO CONNCT TO SSS VIA AN 0/W SEPARATOR IS ATTACHED AND MADE A PART OF THIS PERMIT APPOROVAL. • k****• k*• k************• k*************************• k************** **•k * *•k ***•k *'k* *•k* *•k *k•k•k* Construction Valuation: $ 14,504.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Print Name: Fire Loop Hydrant: Flood Control Zone: Hauling: Land Altering: Y Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Y Sewer Main Extension: Storm Drainage: Y Street Use: Water Main Extension: No: Start Time: Cut: Start Time: No: 1 Private: Permit Center Authorized Signature: Signature AT / Lets %2/ r 24, Size(in): .00 End Time: 1025 Fill: 882 Private: Public: • k********************• k****** k****k*****• k* k* ** *kkk **k•k * ** * * * *k *k * ** ***k * ** *** *•k *k* ** TOTAL DEVELOPMENT PERMIT FEES: $ 722.31 ***** kk************ k****** kk***** k* k********** k*** k***** • k *k****k*kk**k *k*•k•kkkk * ***k* ,c&D ate: (- -1L 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. Date: End Time: Public: /2 -60 This permit shall become null and void if the work is not commenced within 180 da s from the date of issuance the work is suspended or abandoned ••••■■•■••IC[ Address: 18000 SOUTHCENTER PY Suite: Tenant: Type: DEVPERM Parcel #: 352304 -9018 CITY OF TUKWILA Permit No: O2000 -043 Status: ISSUED Applied: 02/09/2000 Issued: 04/12/2000 • d'•kk• k** k*•* yl: l•+ l•.• k• kk• kA71• k•kk.k WA** Yk• k• kk• k*• kk** kkkk• kyl• k*•kk•kk••Ir Permit Conditions: 1. No changes will be made to the plans unless approved by the Engineer and the Tukwila lding ;D 2.. All permits, inspection records, and approved plans shall be a v a i l a b l e at the :lob: site prior to the : start: ; of any con- struct.ion. These documents - -are to be maintained and avail- able until final inspection approval is granted; 3. Electrical, .permitsshall be obtained through the Washington State Division of Labor and. Industries and all electrical work will : ,. : be inspected by that agency (24,8- 663 4. Plumbing :permits Shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by that agency, including all gas piping (296- 4720).; 5 Al l'inechanica1 work shall be under separate permit issued by the City of Tukwila. 6 Ali construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1997 Ed,itiion) as amended, Uniform Mechanical Code (1997 Edition); ;...: ar)d,Washington State Energy Code (1997 Edition) . 7. V a l i d i t y of Permit. The issuance of a permit or approval of plan ; s, , . specifications, and computations shall not be con -' st:rued to be a permit for, or an approval of, any violation, of any of the provisions of the building code or of any . other, ordinance of the jurisdiction. No permit presuming to give; ' authority to violate or cancel the provisions of this;` code shal l: be valid. L. When`.`sp,ecial inspection is required either the owner, architect or engineer shall notify the Tukwila B u i l d i n g Division of appointment of the inspection agencies prior . to the first ::bui lding inspection. Copies of all special inspection shall be submitted to the Building Division in .a timely manner. Reports shall contain address, project name, permit number and type of inspection being performed. 9. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 10. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 11. All structural concrete shall be special inspected (UBC -- Sec. 306(a)1). 12. All structural welding shall be done by W.A.B.O. certified welders and special inspected (UBC - Sec. 306(a)5). 13. All high- strength bolting shall be special inspected (UBC - z re w 00 CD H LL 0 L Q cp I w z1- w� w U o ff w I- - U. O ~ z Sec. 306(a)6). 14. Bolts installed in \ „ancret.e shall be-special (UBC Sec. 1701.5.2). 15. pected CONTRACTOR SHALL NOTIFY PUBLIC WORKS UTILTI-v INSPECTOR MR. GREG VILLANUEVA @ (206)433• -0179 OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. MARCH 31, 2000 KING COUNTY DEPT OF NATURAL RESOURCES APPROVAL OF OIL /WATER SEPARATOR DESIGN FOR CONNECTION TO SANITARY SEWER IS ATTACHED AS PART OF THIS PERMIT; APPLICANT SHALL FOLLOW ALL THE CONDITIONS OF THIS APPROVAL LETTER. 16. .Temporary erosion control measures shall be implemented as the first order of busines :•,t prevent sedimentation off - site or into existing° storm drainage facil . 17. The site shall have:, permanent eros on control : measures in place as soon pciss,�ible after final grading ,has been completed andWor;to the F Inspect:ion. ..<u.�:w�y...,....q �..:nG.w11(a+.• �.u........11�}+.... .�.L:'�:1;.:.:i:w�.tih `.M ..: . rug, �',,. �. ue..+ 4.. �..: ..tac.uuaii+.:ti;:rwu..w ?a;:�±:: i:ctuo.;ra`,e.aiu:.,:: • ..wrt:�..ri taw:'.: wi: n.. ii. ia' .;��.Scr+ar.w�.f.�+:a.��:;.:;Ms Description of work to be done: ! c - - v-i-,c.4- c )ne La-) ic L-, e I i f . ) c....i cl 1 O v e.\,.-\n. cc' 06-v, opy /9-Y! ei --UJC) (.-i ,-ic /e r S rC t _r Vi e/ P e I 4-0- v, 1CS . Existing use: • ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse Hospital ❑ Church ❑ Manufacturing 1 ❑ 1 Motel /Hotel CI Office e k.-LA J IJLiv,c/ El School /College /University 71 Other -r C-k n Will there be a change of use? CI yes ® no If yes, extent of change: Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm 71 none ❑ other (specify) Building Square Feet: existing 6 0 new Area of Construction: Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating R�1 El yes (c r no quantities & Material Safety Data Sheets Project Nam /� ) �J G-t C 1 Jl -! S I YiC �'i QG.Y 47) c/ c 9S- / �L t-° / .TJ/ ✓9-» ai Value� Construction: G '1 1 i4/, 6-62/ 2 Site Address: •58// SeS &IP PAL. - ON-1 ve ''c " City State /Zip: Tax Parcel Number: 3O 90 /S Property Owner: 1 ' c.,--,� -cam 1- I":t-cd l - v7C\- :4,.� Phone: g06 75- 20000 Skkeet Address: Yo 60' 88° 2 rr Tut lc' tA-.; \1/il City State /Zip: (.5 Fax #: 7o6 s75 -/f 37 Contractor: ontracttor: \ � 1-c. ., { 1 v,-i-1,. -cam Po- -A NcvS1 Phone: 206 6'75 2 000 Sy pet Address: YO ‘ G 02( 88ops- IL,L,,L.Jc., Lui4 City State /Zip: cis- Fax #: z06 5 /837 Architect: Phone: Street Address: City State /Zip: Fax #: Engineer:, l L-5-1 / ) -7ccvs /vo. r-"1-, t,.. Phone: ZCG 6"2-S 76 o Street Address: G rG aJooc/ //fie.,, -, /eve NE Ste„ / .96s City State /Zip: Se4,44 Fax #: ZoG 5Z2 - GG 5'8 Coptact Person: , -e ue /e so,v Phone: o 3(. , 57 S" Z5S4 Street Address: I_ / R. &,,v e60,91 i kt.,.� c. tc.44 1'13Y City State /Zip: Fax #: pU 6 - 6 - /G6 - CITY OF TUKW, �.A Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 - 3670 • STAFF USE ONLY Project Number: Permit Numberr ew Commercial / Addition / Multi - Family 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. APPLICANT. REQUEST FOR PUBLIC: WORKS SITE /CIVIL PLAN REVIEW OF'THEFOL'LOWIN (Additional reviews may be determined'by.therPublic Works' Department) .!.a4 ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling ❑ Land Altering 0 Cut cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Size(s): 0 Fill cubic yds. 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. DatIcatep2 Daaplicati plres: Z000 or Appli t to :Rls) PLEASE SIGN BACK OF APPLICATION FORM NCPERMIT.DOC 1/29/97 Z W a: U O CO CI w= J H CO 1_ WO VI] = • d W Z = l- O W ~ W U� 0— CI L- W U- (/) (/) O ~ z BUII •OWNERORAU ' Sigrat /�' '* vs �rtir -7 1 L�O� C1 'x ti , , r , + � . . `r4 Date: � OCR' 14 ,,, :: .. Print name: T ' "` I S -r -�� 1 e qv Xl.e, Se5,) •.Phone• • • ' ZUG 67S z 25S S' ' Fax'#; Zoe ' 7S /GG Z Address: 9 /7 c3X p k t j0o( City /State /Zip: Lr i L` ,1 k 96 /` 8 ALL NEW COMMERCIAL/ADDITIO LTI- FAMILY PERMIT APPLICATIONS T BE SUBMITTED WITH THE FOLLOWING: ALA. TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL ENGINEER OR CIVIL • ,gNEEft•i • ' ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN > BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ 0 Copy of recorded Legal Description from King County ® ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ® ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ® ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ® Site Plan 1, North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dump - ster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. z 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC Q 18.45.040). 1=•- W 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be 6 removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, co 0 species, location and spacing. Location of service areas and vault with proposed screening. co w 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. _I H 12. Lowest finished floor elevation (if flood control zone permit required). co w w 13. Civil plans to include size of water supply to sprinkler vault with documentation from contractor stating supply 2 line will meet or exceed sprinkler system design criteria as identified by the Fire Department. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). u_ j ❑ ® Vicinity Map showing location of site = w El ® Building Elevations (Include dimensions of all building facades and major architectural elements) Z H m ❑ Mechanical Drawings Z O ❑ ® Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) LL 0� ON c31— w Ili I— i= . w Z ON — _ O~ ❑ Architectural drawings • ❑ Specifications (if separate document) ❑ ® Structural Calculations ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ® Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ Topographical and Boundary Survey ❑ Tree. Coverage Analysis (Multifamily only ) • ❑ Washington State Energy Code Data and Non- Residential Energy Code Compliance Form H -7 • ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ® Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Pub- lic Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the aQpllcant ls'other than'the owner; registered archlfecbenglneer o contractor .'llcensed:tiy,The'State ol'Weshingtan; a notarized letter•%rom •the property owner the; agent. to•submit this: permit; application and:obtain the permit:will be:required as o1 this sLbrr►iltal::; .;,, 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. NCPERMIT.DOC 1/29/97 Z 3 -~ . + �»*��++*��*�*�*+**a*+** CITY OF .UK! IiA, NA Rpprinted: 04/12/00 13:21 lRANSMIl h mA*y*** ' *A ~ **+*+**+*++k»lr+**A*++t*** +4^++AA+**+AAAlchk++**+«*+** lRANSMIT Number: R9800265 Amwunt: Payment Method, CHFCk Notstion: S[GALE '-----'------------------------' --'-_' -'- Permit No: D2O0O'043 Type: 0EVPEHM DEVELOPMENT yE No: 3523O4-9018 te Address:, 18000 SUUTHCEATCR Si yy 359.00 04i12/00 13:!9 Tnit; TL8 ---_-.---_---_--_ PEkAlT 722.31 /22.?1 .O0 Total FpesL This Payment t 559 0O Total ALL Pmts: � � Balance: • ��.+*� �.+****+�a�**++�*k+a**+ **+ * ^ ^ a~~. AccVunt Co4e 000/322.100 000/3A5.830 OO/306.9O4 '412/342.400 402/342.400 :000/322.100 000/345.930 •......• � . Am n��,riotion ount ~-''' ' �51 25 BUILDING - NONRES ^ ------'- 10.00 PLAN CHECK - UTILITY 10 STATE BUILDING SURCHARGE 4.50 INSP FEE - STORM DRAIN 15.00 INSP. FEE - 8ME/SSS 20.00 LAND ALTERING PERMIT FEE 209.00 49.25 LAND ALTERING PLAN CHECK 3417 04/13 1717 TOTAL 559^00 • ,As AcCount Code 000/345.830 Descriptinn PLAN CHECK - NGdRES'^/ r Permit No: 1)2000-043 Type: DEVPEkM 0[VEiOPM[NT PERMIT Parcel No: 352304-9018 Site Address: 18000 S0UlHCENT[U / +++;f**+**+h CITY OF TUKNILA. MA 70 *AkA+ 1R�NSMIT Number: V9800232 Amount: 163.31 02/09;00 09:5Q ; Payment Method: CH[CK Notation: S[GAL[ UUSlA[SS Init: N6R P? Total Fec. 419.06 [his payment 163.31 Tot( ALL Pmts: 10.31 Balance: 255.75 h*�A*+*^a***+**A+*** Amount 163.31 ---'--'---' 1399 02/10 MO TOTAL 163.31 re - -J CO CV °^ mm/ 0 � u. z �� ncx u. �� z tit w i o z INSPECTION RECOI. Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 * „ 11 , DO - 3 PERMIT NO. cojectA rAk Rud Ass s Special instructions. Typ Tection: Date call Requester Date wanted: 'cos_6575--assg pproved per applicable codes. El Corrections required prior to approval. COMMENTS: (206)431-3 { $47. E1NSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Vior.gt ga z W II ec 2 0 0 CI) Lii WI „, 0 :=1 92 a w Z 0 Z (Li D 0 Ui 0 92 0 w I 0 U- 17 Z 111 0 ( -2 rz 0 1— z COMMENTS: Typ of Inspection: LA Ad ess: 1 57n1 _ QK t_c Date called: I t /IA/au U/v, o I..o -dl -QA. Date wanted:. 1 7- e:.0 ' CO d\ci'4 (011. '' • Phone: -t' ►/ � t((2 d 06 wI , t CLAA-.Qh iii•dithillt. SS no -1 7. I ifr.44.0.1 i S5 K 14 UJaS S W • 1; 2 CJI {,.fo>ti1 0(1.4101) c„, P roject• Is Typ of Inspection: LA Ad ess: 1 57n1 _ QK t_c Date called: I t /IA/au Special instructions: ' .. Date wanted:. 1 7- e:.0 a.m. P.m. Re ues�t}err: J .(42.- Phone: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: INSPECTION RECOKI) Retain a copy with permit D2oon —oL1 PERMIT NO. (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval, ..w..1L?........ �isi....;.id1.:..' { .te`i:. �e'`'" t 2.. r`r�.L'G...•.S.�2w:u.J....,.... ,.�..j • z H W 6� -JJ o 00 cn W W J ( i) _ O W g Q . d W Z �. Z0 D ui 0 O W W w z I= I . 0 ' z COMMENTS: ��,,(�_ « 1.-6/<S4 �ID e sOs type of Inspection: i E. ` 'S A '' c- ! t / cAvve,'• (461 ol a, 0, - cb. k 4CA• Specia� instructions: i Date wanted: It a.m. p.m. Requester: . l „„ / `� vt AI Phone: Project: s4 ) type of Inspection: s 0 AdidZss: W � �, Date called: (t �� % Specia� instructions: i Date wanted: It a.m. p.m. Requester: . l „„ / `� vt AI Phone: INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 n Approved per applicable codes. El Corrections required prior to approval. Inspector: 60 Date: t),6701) 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Project E` a--W..- Type I speCion d elf__ S Date called: Special instructions: D d e Date i a.m. p.m. Requ r: Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: eLr,41r . A Tip - PE <-r7O L rS"T`_ I n 5 Y� /��GI,'i .//a Dat /f 190 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: S�wr:�:i.'2a.,?cL'2w:` . G; bw' N:. �. ss:::.r::: t�' ihG '+d+'� "Skt::;:.1��,:+"!T"�r': wear,;, M, �..' 4' Z Q � w J U 00 CO W J W O 2 u Q = O. I _ Z � ZI 2 p U O 1— wW � Z U H � O Z • '' 4 '"/. 4�, f::.:.:w,- ��,��::Yir�ww�3ri�.rvri 1..,,n�Sr,n r.:. .4,;∎..,. ;'G.,. City of :Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name X0. e,. F `\ -s 5‘ Address E5 g 1 I S2°,0 c.. ' ?c r k Dr C Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Authorized Signature ti Permit No. i)Z "" 04 3 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 z ~ w J U U UU J H LL w g Q co z a. Lu 1-0 z ►- w U co O - 0 E- w 1 � Z 0 - 01-- z SEGALE 981 PROJECT SEGALE BUSINESS PARK TUKWILA, WA. STRUCTURAL CALCULATIONS FUEL ISLAND Building Permit Submittal FEB. 8, 2000 ENW Job No. 99024.006 Code: 1997 UBC Wind: 80 mph, Exp. C Seismic Zone: 3 ENGINEERS NORTHWEST, INC. P.S. - STRUCTURAL ENGINEERS 6869 WOODLAWN AVE. N.E., SEATTLE, WA 98115 (206)525 -7560 FAX (206)522 -6698 FEB 2 5 2000 COMMUNI YY DEVELOPMENT RECEIVED CITY OF TUKWILA PERMIT CENTER FEB 1 1 2000 REID MIDDLETON I EXPIRES 7/26/ Oa c2.000 -o(+3 ..,..,*..a. +�.�.+.n.�•.r.... , ,....,�......,..,..� .,,.,+. n„< .....w.nera>.rv�w.r.•nrwvr+.*iry * xr+ amrrpn! rrunwik�du +✓�r+FT+fiWlt7if!fi�1.T7fi. iF z P re W 00 W .J I- N LL WO u.< w d = W F- _ I- z I Lu O - • u2 ILI oi- = U H F - U. O .. z z JOB No. ENGINEERS - NORTHWEST INC. P.S. 6869 WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 - FAX # (206) 522 -6698 JOB NAME sEGALE q •1 - FOa, I L.r„o' SUBJECT OCAO 1-1 VE 20 rs 2 5 y5 n 3 0 w= LISsz, 14— (030 . C r 20 DATE SHEET OF BY 0 / C z d 0 RECEIVED FEB 2 5 2000 DEVELOPMENT . ova. o...,.m,wt rombreCie+ ln7 f/ crK PtMarawn+ taT.. RISA -3D (R) Version 3.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 ( Seattle, WA, SEGALE 981 FUEL ISLAND Units US Standard Steel Cade........ _ ............_ ....... _ .. _ AISC. 9th Edition ASD Allowable Stress Increase Factor 1.333 Include Shear Deformation____...__ Yes Include Warping Yes No. of Sections for Member Calcs 5 Do Redesign Yes P -Delta .Analysis Tolerance .. _ .. _ ._ _ 0..50 Vertical Axis Y Joint No 1 2 3 4 X Coordinate. ft 6.000 0.000 6.000 20.000 < .Joint Coordinates > Y Z Coordinate Coordinate ft ft 0.000 0.000 20.000 0.000 20.000 0.000 20.000 0.000 <.Boundary Conditions > Joint + Translation + + No X Y K /in K /in 1 Reaction Reaction < Materials (General) > Material Young's Shear Poisson_' a. Thermal Label Modulus Modulus Ratio Coef. Ksi Ksi 10 "5 °F STL 29000.00 11154.00 0.3000 0.65000 Section Database Material Label ..Shape Label 1 TU12X12X8 . 2 W12X40 3 TU12X12X4 STL STL STL 1 1 1 at�'�pL1Atlxi�at�wnwmxvmrc+,T. n!; rf!.+!' rrrccrsrrtta ttsarrr .•rr -•x.r. Rotation + Z Mx My .Mz K /in K-ft/rad---K-ft/rad---K-ft/rad--- Reaction Reaction Reaction Reaction Sectionq As As I Area yy .22 yy in "2 in 22.40 1.2.1.2 485.0.0 11.80 1.2 1.2 44.10 11.60 1.2 1.2 265.00 ..�.nt?CM1'R�7Y m"e1. Wi�T^�1':'1�.'w ^•3i "m• ..�.7�;4.�>..�2: Job 99024 Page: 1 Date: 1/25/00 File: 981FUEL ttS FEB 2 5 2000 COOP_fi ' ! 4 7 Joint Temperature °F 0.00 0.00 0.00 G.00 Weight Density K/f t3 0.490 I Torsion T .z . J C in "4 in "4 - - -- 425.•00 . 7.7.7.0.0 310.00 ••0.95 265.00 410.00 < Members > Member Joints x Axis.Section-End- Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I -End J -End Label y Length xyzxyz- .xyzxyz - - -in in ft - -- 1 .1 3 20.00 2 2 3 6.00 3 3 4 14.00 Yield Stress 36.00 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle, WA 98115 SEGALE 981 FUEL ISLAND Member Set Section Set 1 2 BLC No. Member < .AISC, NDS: Section Length Lb -yy Lb -zz .1e2 1e1 ft. ft ft 1 TOTAL 2 3 No. Description 20.00 6.00 14.00 Depth Maximum Minimum in in 2 .3 .UNIFORM - 3 4 UNIFORM . 1 TOTAL 1 RISA-3D (R) Version 3.01 Parameters > Lcomp K K Cmyy Cmzz Cb,B_Sway le -bend yy zz CH y .z ft < Redesign. Criteria Width Maximum Minimum in in < Basic Load Case Data > Basic Load Case Load Type Totals Description Nodal Point Dist. Surface < Member Distributed Loads, BLC 1 > Joints Load Pattern Pattern I J Label Multiplier 1.0000 1.0000 Job .: 9 Page: 2_. Date: 1/25/00 .File: .981FUEL Unity Check Max Min 0.95 0 .95 2 < Load Patterns > Pattern Magnitudes Locations Label Dir Start End Start •End K/ft,F K /f F ft-or .% ft or % - -- UNIFORM Y -0.630 -0.630 0.000 0.000 < Load Combinations > BLC Fac BLC Fac BLC Fac Dynamics Input: Number of Modes 3 Load Combination Number...J 1 Acceleration of Gravity 32.20 . ft / Convergence Tolerance 0.001 Converge Work Vectors No. .RWPE BLC Fac BLC Fac SSdv FEB 2 5 2000 cc MM UM !`Y 0 PMENT y Y y 59• ____ +1! irl∎ rel.:+a YRgPet:ngt1,1e$FISMO %`.kPA" MANA5.Ss` 1 z w re 1 J U U 0 coo w w . J Il i O 2 LQ I C7 I w z � I- 0 z w 2 U O N 0 H w • U .z . w • . O z RISA -3D (R) Version 3.01 Engineers .Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle,- WA 98115 ' SEGALE 981 FUEL ISLAND z < .Joint Disp1 a 0 emPntq, LC. 1 TO.TAT > 1 H Joint + Translation + + Rotation. _ + 1.-z new No. X Y Z- X.Rotate Y Rotate Z Rotate in in in rad rad rad _ v 1 . 0_000. 0.0.00. 0...40.0. 0_0 . 0..00000 0_0000.0 00 2 1.2 0.734 0.000 0.00000 0.00000 - 0.01022 coo 3 1.260 - 0.005 0 -.040• x.00000 0.00000 - 0.01046 w H 4 1.260 -2.140 0.000 0.00000 0.00000 - 0.01341 to u. wO < Story .Drift, LC . 1 : TOTAL > 2 Story + - -- X Direction - - -+ + - -- Y Direction - - -+ + - -- Z Direction .---+ g a No. Joint Drift % of Ht Joint Drift % of Ht Joint Drift % of Ht m in in in m w No Stories Defined... Z i Reactions-, LC 1 : TOTAL > . w o Joint + Forces + + Moments + ? o No. X Y Z .Mx My .Mz K K K K -ft K -ft K -ft 0 S /2, 1 0.00 12.60 •0.OA 0.00 x.00 51.72 0 i - Totals: 0.00 12.60 0.00 Ill v Center of Gravity Coords (X,Y,Z)..(ft) : 10.000, 20.000, 0.000 1 O' < Member Section Forces, LC 1 : TOTAL > w um Member. .Joints.. ... Shear- Shear- Moment. Mouent p I I - J Sec Axial y -y z -z Torque y -y z�-z z ~ K . K K -. f . t K.-ft K- .f.t - -- 1 1- 3 1 12.60 0.07 0.00 0.00 0.00 51.72 2. 12..60 -.. .0..07- . 4L..44-. .0 .•00. D -40.. 51.39 3 12.60 0.07 0.00 0.00 0.00 51.06 4 12.60 Q_07 .0_Q0 .0.0.0 Q_00 5.0_73 5 12.60 0.07 0.00 0.00 0.00 50.40 2 2- 3 ' 1 (LOG U.00 6'.00' 0.00 0.00 0.00 2 0.00 -0.94 0.00 0.00 0.00 0.71 3 .0 .0 - . 1 . .89 .0 . 00 .0.00 .0 .2.84 4 .0.. - 2 -... .0, .0 .•00 •0.40. 6.38 5 0.00 -3.78 0.00 0.00 0.00 132.34 3 3- 4 1 0.00 8.8Z' 0 0.00 0.00 61.74 2 0.00' 6.61 0..00 0.00 0.00 34.73 3 0.00 4.41 0.00 0.00 0.00 15.44 4 0.00 .2 .0_ 0.00 .0.00 3 5 0.00 0.00 0.0 0.00 0.00 0.00 Job :.99024 Page: 3 - Date: 1/25/00 File: 98IFUEL 4:4 ntW+�ti�a'kStt1K� FEB 2 5 2000 RISA -3D (R) Version 3.01 Engineers Northwest 6869 Woodlawn Ave, NE, Suite 205 } Seattle, WA 98115 SEGALE 981 FUEL ISLAND Job 99024 Page: 4 Date: 1/.25/00 File: 981FUEL < Member . Stresses.,.. LC.. 1- :. TOTAL .> Member Shear Shear + Bending + Sec_ .. Axi aL y -y - z.. z_ . y -tog y -bat z. -top. z -bot Ksi Ksi Ksi Ksi Ksi Ksi Ksi-- - 1 1.. 0...56 0.01 . 0_00- -7.68 .7..68 0..0.0 Q..0.0 2 0.56 0.01 0.0.0 -7.63 7.63 0.00 0:.0.0 3 0.56 0.01 0.00 -7.58 7.58 0.00 Q.00 4 0.56 0.01 0.00 -7.53 7.53 0.00 0'.00 S 0.56 0.01 . 0.00 .. -7.48 7.48 0.00 Q.00 2 1 0.00 0.00 0:00 0.00 0.00 0.00 4.00 2 0.00 -0.0g 0.00 -0.11 0.11 0.00 0.00 3 0.0.0 -0.19 .0.0.0 - .0.42 0.42 .0.00 .0.00 4 .0.00 -.0.28 .. 0..00 . -0.95 4.95 0.0.0 .0.00 5 0.00 -0.38 0.00 -1.68 1.68 0.00 0.00 3 1 0.00 0.88 0.00 -9.17 9.17 0.00 0.00 2 0.00 0.66 0.00 -5.16 5.16 0.00 0.00 3 0.00 0.44 0.00 -2.29 2.29 0.00 0.00 4 0.00 0.22 0.00 -0_57 0.57 0.00 0.00 5 0.00 0.00. 0.00 0.00. 0.00 0.00. 0.00 = < Member Deflections, LC 1 : TOTAL > Member + Translation + Defls as L/n Ratios Sec x y z x Rotate L/n (y) L/n (z) in . in . . in . rad 1 1 0.000 0.000 0.000 0.00000 NC NC 2 , - 0..0.01 - 0.079 .0..0.00 .0.0000.0 3026.5 NC 3 -0.002 -0.316 0.000 0.00000 758.4 NC 4 - - .0.003 -0.710 .. 4_.40.0 0,000.00 . 337.8 NC 5 -0.005 -1.260 0.000 0.00000 190.4 INC 2 1 1.260' 0 " 0'. G00 0.00400 ° ' NC' NC 2 1.260 0.551 0.000 0.00000 NC NC 3 1.260 0.367 0.000 0.00000 NC NC 4 1..26.0 0.182' 0.000 0°..000.00 NC NC 5 1.260 -0.005 0.000 0.00000 NC NC 3 1 1.260 -0.005 ' 0.000 0.00000 NC NC 2 1.260 - 0.485 0.000 0.00000 '350.0 ITC 3 1.2.6.0' - 1..018 .0..000 ..0..000.00 .165...8 NC 4 1.260 .. -1.575 . 0. . _00.0.. -0..04000 .. 107.0. NC 5 1.260 -2.140 0.000 0.00000 78.7 •NC is J - `; ' . 1 rse- z w J o 00 N 0. W J H cn w I L o • ff wW ui z . • = O~ z RISA -3D (R) Version 3.01 Engineers Northwest 6869 Woodlawn_ Ave, NE, Si i t-P e n s Th } Seattle, WA . 98115 SEGALE 981 FUEL ISLAND Member Section Torsion LC 1 : TOTAL > Member Joints Torsion Warp Shear Z - J Sec TnrcpuP shear . y -y z -z K -ft Ksi Ksi Ksi 1 L- 3 1. . 0_0G. Q -QQ .. - No Warping - 1 2 3 2 3 Section 1.. L 2 2 3. • 3_ Section - Set 2 3 4 5. 3 1 2 3 4 5 4 2 3- 4 5. TU12X12X8 W12X40 TU12X12X4 0.00 0.00 a_o.o_ Q 0.00 0.00 0. .0 -. 0.00 0.00 0.00 0.00 0.00 0.00 0.0 0.00 0.00 0-40 d•...QQ 0.00 .0 ,00 0.00 0.00 (LOT 0 . 0.00 0.00 0-.00 < Member. AISC Unity rhPrkQ. LC_ L :. TOTAT > Member Joints Unity Shear Fb Fb Cm Cm ASD L - J . Chk .Lnc Chk Lac.. Ea_ yy zz_. Ch. yy.. zz_ .Eqn Ksi - -- Ksi - - -Ksi 4_34.9. L O...QO_Q_. ly 15.21. 23_76 23_26. L..Q1. 0__85. 0...85- H1 -2 3 0.071 5 0.026 5y 20.86 23.76 23.76 1.00 0.60 0.85 H1 -2 4 a_386. . L. 4_Q6.1_ ly. 13..49 23_76 23_76 1_00 .0.60 0.85 H1 -2 < Member NDS Unity Checks, LC 1 : TOTAL > Unity. Shear Memb ' Chk _Loc Chk ..Loc .F.c' Ft' Ebl' .Fb2' .Fv' Rb CL .CP .Eqn Ksi - -- Ksi - -- Ksi - -- Ksi -- -Ksi < Redesign .Shapes, . LC . 1 TOTAL > Suggested Alternate Shapes Set Member 1st Choice 2nd Choice 3rd Choice 1 '3 .. ' TU12X8X4 ' TU14X6X4 ' TU12X10X4 TU18X6X4 2 N/A No acceptable shapes found... < Material Takeoff, LC 1 Database • Shape Total Length £t -. 40.00 0.04 0.00 - No Warping - - No Warping - : TOTAL > Job : 99.024 Page.; 5 Date: 1/25/00 File: .9 Total Weight 3.05 0.00 0.00 Warp Bending z - .z -bot Ksi Ksi--- 4th Choice • S�.rz..r.:4Y, lirr.:.nnm;.., -" oan.::om!vcre... rr *t1++•rkeo!,-”olcatly!srpts1" antro;;" .f'e:i M4YS.AIMIMtsAMMIXVINVeNt9 Engineers Northwest 6869 WoodLawn. Ave, NE, Suite 205. (7) Seattle, WA 98115 SEGALE 981 FUEL ISLAND RISA-3D (R) Version 3.01 Job : 99024 Page: 6 Date: 1/25/00 File: 981FUEL Material. Takeate- LC.- 1.: TOTAL. > Section Database Total Total Set. Shape Length_ Weight ft. K • Total Wts: 3-.05 • z rt 41 2 . 6 D. 00' co 0 w w O ur 2 g < D. 0 Lu z ‚-0 Z IE 111 ui 2 D D 0 - .0 c - i 4 0)-- w I L 0 Z1 111 co 1=5!'. 0 /— • Z k JOB# PROJECT NAME: SHEARWALL MIT: INPUT = WALL WEIGHT= WALL HEIGHT= WALL THICKNESS= FTG. TOE LEFT L1 (ft.)= WALL LENGTH L2 (ft.)= FTG. TOE RT. L3 (ft.)= FTG. WIDTH B (ft.)= FTG. THICKNESS t (in)= Pc = Fy = REIPW. ULTIMATE FACTOR = APPLIED LOADS P1= P2= P3 = P4= DISTANCE X = O.T.M. = VOPIW wer.3'wK..11, < r. an.n..•.. a• aR:�:....rr ?•..2a::!9A::3�r: Cnar. c. �,• .:. (Inc. wall lateral) .OUTPUT Q-T.M. k fin OVERTURNING F.S. = 2:51 - SOIL BRG. qs1 = 0.000 ksf SOIL BRG. qs2 = 1.697 ksf FTG. CONTACT W/SOIL L4 = 6.39 feet MOM. RESISTING = 133 k -ft. FOOTING ENGINEERS- NORTHWEST INC. P.S. 6869WOODLAWN AVE..N.E:.(S(JITE 205) SEATTLE, WA: 98145- WALL HT. (ft) -= 20 O.T.M. (k- ft} = -52 :L1 (ft. 3 TOP OF SOIL or.SLAB T.O.F. BURY.(tt)= 3 FTG. LENGTH (ft}= 7 Mu. DESIGN SOT. AsREeiy_ Vu DESIGN = VU = A RECTO. = Max. tie spacing = SHEARWALL FOOTING ksf ft (above grade) T.O.F. BURY = SOIL WIt FTG. CONC.WT:= FTG. LENGTH= FTCs. AREA = (conc.) i (reinf.) @ letting @ wall ctr. ks• @right end kips @ distance x (from left E.O.W ft.(@ T.O.F.) 63.- 1.73' 38.18 86.04 NOT REQ'D. NOT REQ'D. Page 1 ft. kcf kcf 7 - . ft 49.00 "ft .GT.M. RIGHT 2.55 1.697 0.000 6.39 133 SHEET OF rev,5/5/99 P1 =0 P2 ='12.5 P3 =•0 DIST.X =0' P4= 0 ksf ksf feet k-ft. 12 jft.) 1 L3.(ft.)= 3 • t4ini= 15 - r .ems B (nl= 7 �� _ .� soa:ERc.(rt:) L4(onA s j- fft.)= 6.39 SUM P1-P4 = 12.6 :.kips WALL DL= 0.00 •Idps(mc.toT,O.F.) .) • SOIL DU= 16.17 •kips-(above ftg:) • FTG..DL. _ :9:19 •.kips SUMVERT. LOADS. P = 38.0. kips B.O.F. kip -ft. in PER FTG.W IDTH d = t-4" °.. kips kips @ d = t- 4 "(w /o ties) r- i n 2 /ft. @ d = t-4" in.o /c = d/2 1/25/00 Wallot.xls ... i - w` ry y: r. �. a•1 ,..: s:.;Y , ?nys = (s :t:ry^7:5; �'�3 Z W re 0 N 0 • LU W I W W O 2 g< O W _ Z F I— O Z I- w w U� O (1) o ff W • W F- - Z W U= 0 F' z ENGINEERS - NORTHWEST INC. P.S. - 6869 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 - (206)525 -7560 • FAX # (206) 522 -6698 l Joe No y►'� = 0.6 3 IL 50. W/ 8 f 3E f L. T / - 5 o. 5 °. 11 r3o�1 JOB NAME 111 - FOP- aAIJP SUBJECT W = 1 -IS ILI = ( pif 30 x 20 - 12,6 K 14 Z (oZ ) - 7 - x7 -0 C 7-0 - 11. / par r I 0 AIL 715 AL&a ,' /5,7 ›/1.7 0K- 'S' 6 T i6 DATE 1/2 5 /a) SHEET OF BY I Tye ZOi ST ' b Lis ..eN = 11 ENGINEERS-NORTHWEST INC. PS. 6869 WOODLAWN AVE. N.E.- SUITE 205 - SEATTLE, WA 98115 - (206)525-7560 - FAX # (206) 522-6698 ( Joe No. SUBJECT - JOB NAME DATE u LA..0 SHEET OF BY OIL S1»ifLi s ept, e 5rAtti - t" 110 th 5 F. - 5.76 S.,6 yo'L 2 18 /6 LI <Li < 9 L.1 7. Dit zn OIL 4171.. 5)e 5 4 1.) 0 .6 1 4•2- t) FEB 2 5 2000 cc A z re u4 iiD 00 coo u)ai tL Lu 0 Li. a (12 a ui -4. 0 Z t— ill uj 0 0 in :0 — tu rn o w ;— 6 z 0 o 1- z ENGINEERS NORTHWEST INC. Description -- 981 fuel island joist Steel Section : TS5X5X1 /4 Center Span Left Cant. Right Cant Lu : Unbraced Length DL LL ST Start Location End Location Summary Using: TS5XSX1 /4 section, Span = 16.00ft, Fy = 46.0ksi End Fbdty = Pinned- Pinned, Lu = 6.00ft, LDF =1.000 Actual Moment 6.253 k -ft fb : Bending Stress 11.300 ksi fb /Fb 0.372:1 Shear fv : Shear Stress fviFt/ Max M + Max M - Max. M @ Left Max M @ Right Shear @ Left Shear @ Right Center Defl. Left Cant Defl Right Cant Def ...Query Defl @ # 1 0.180 Maximum 6.25 k -ft ''1 16.00 ft 0.00 ft 0.00 ft 6.00 ft #2 1.563 k 0.625 ksi 0.034: 1 1.56 k 1.56 1.56 k 1.56 -0.599 in -0.599 0.000 in 0.000 0.000 in 0.000 0.000 ft 0.000 Reaction @ Left 1.56 1.56 Reaction @ Rt 1.56 1.56 Fa calc'd per 1.5 - K'Ur < Cc Pinned - Pinned Bm Wt. Added to Loads LL & ST Act Together #3 Allowable 16.799 k -ft 30.360 ksi. 23.000 k 18.400 ksi Title : SEGALE 981 Dsgnr: Description : Scope: L I::: !04001 Steel Beam Design Page 1 General Information #4 1.56 1.56 #5 Date: Job # Fy 46.00 ksi Load Duration Factor 1.00 [ Distributed Loads #6 #7 k/ft k/ft k/ft ft ft Max. Deflection -0.599 in Length /DL Defl 320.8: 1 Length/(DL +LL Defl) 320.8: 1 Force & Stress Summary <<- These columns are Dead + Live Load placed as noted -» DL LL LL +ST LL LL+ST Only cal Center Center a Cants 6.25 pi Cants k -ft k -ft k -ft k -ft k k 0.000 -0.599 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 in k k Beam OK 1 _ J1.u.' ^. rnTlS. �t•..+ Y7 ht. Cnuf. M�Mt`tfW; t� + .,��hu�tR34�'G�°.+�:?a z w ' U to a to w N u WO � to d = w Z �. ZI- g uj o [3 1- w w H -- u O w z to O Z REPORT MAY 1 ]. 2000 MAY 0 9 2000 CONSTRUCTION T6.�nBORATORIES, INC. ISSUED THE • Segale Business Park 5811 Segale Park Drive "D ", Tukwila CLOUDY INSPECTOR: D.SMITH /fmd May 05, 2000... `D2000' 043 Building Permit No SEGALE BUSINESS PARK FUEL ISLAND Porcttu.ordu. Nu. :, N/A N/A N/A 02 Client N No T -1614 l Dots of Ins Job No.: Rbao.t No. : .: Word I Data Tvnad: 051091001 Data Recd: May R. 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 Cods PAGE: 1 of 1 I arrived on the jobsite to perform special inspection and field testing for today's scheduled visual welding in- spection. Inspection and testing performed as follows: I inspected the welds for the fuel island canopy. Welding is complete with all welds visually acceptable, as per AWS D1.1 -98 and placed as required by the project plans. REVIEWED BY: k DMSmith I JCRoss •.h:,'trrr;. ^fiy' -�4C '{? $ ,art, ;; XtMt':fA?1"}?!?t ts".p '%'a;.�5i7!+�t.t��T.Z.41Nryt rta!' .c-e. • „a..: r..n. ,n�.,.o,,.p:�S;+Yr. 1P17, ” ?! rM++.!ru!s.Y!ztr -A ^w(mr;AS'1'E .4'3:.'•x.4 , • z w J U 00 W= co w 0 g Q = • d w Z L O z t— 0 • - O H w L - o w z U = 0 H z 05/01/2001 14:35 206575166 SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, Washington 98138 TO: Dave Larson COMPANY: City of Tukwila PHONE NO: 206 - 433 -0179 FAX NO: 206 - 431 -3665 NUMBER OF PAGES: 3 (Including this cover sheet) FROM: Steve Nelson COMPANY: Segale Business Park PHONE NO: (206) 575 -2558 FAX NO: (206) 575 -1662 DATE: May 1, 2001 Please verify number of pages received and number of pages to be transmitted as indicated above and call (206) 575 -2558 if you have any questions concerning this transmittal. MESSAGE: Dave: Re: Permit # D2000 -043 Following are the final letters from Geo Engineers and Construction Testing Laboratories per your request. If you have any questions, please call. Thanks Steve: RE:CEIVED HAY 0 2001 DEVELOPMENT L SEGLE BUSINESS PARK PAGE 01 Q1o1D FACSIMILE z 1 W , cr -J 00 CO o W I .. J 1- N 0 w gQ = d. - w Z F- 0 Z Lu Do U 0 N 0 H. = - U . IL O: uw N . H I :. O Z 05/01/2001 14:35 206575166^ SEGLE BUSINESS PRK CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 z Facsimile (253) 383 -2231 4 -27 -01 Lu Segale Business Park P.O. Box 88028 0 o Tukwila, WA 98138 -2028 to i Attn: Steve Nelson CO u_ w Ref; Segale Business Park Fuel Island _ J Pernmit; #D20f0'3 u. a: Final Special Inspection Report D. v . w z Dear Mr. Nelson: z ° uj Construction Testing Labs provided special inspection & testing services for D ° the above referenced project from 4 -25 -00 to 7- 12 -00. We specifically o El provided special inspection & testing services for reinforced concrete, _ w welding, bolting & metal framing. � — o . Z The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform. Building Code. If we may be of further service, please call. Cc: Mailing List Sin ly ack Ross, President PAGE 02 T i 05/01/2001 14:35 206575166'' ttitrilr Engineers Segale Business Park P.O. Box 88028 18000 Andover Park West, Suite 200 Tukwila, Washington 98180 Attention: Steve Nelson SEGLE BUSINESS PARK PAGE 03 April 17, 2001 Geotechnical Consultation Fuel Island Segale Business Park Tukwila, Washington File No. 0291 -011-00 As requested, we have reviewed our files and other information provided by Segale Business Park (Segale), with regards to the installation of an underground storage tank (UST) in Tukwila, Washington. The information included field reports, photographs documenting the installation procedure, and our geotechnical report for the warehouse building nearby dated December 22, 1998. Based on the above described documents, two UST's were installed according to the following procedure. Segale excavated the holes for both tanks, then placed 12 inches of pea gravel on the bottom of the excavation. The fiberglass tanks were placed in the hole and attached to below ground concrete deadman anchors, oriented parallel to the long axis of each UST. These are to resist buoyancy loads should the ground water table rise above the tanks Finally, the tanks were•backfilled to grade using pea graveL This was covered by a concrete slab. In addition. a representative of Joe Hall Construction, Inc., a registered UST installer, was onsite to direct all installation. It is our opinion that the tanks have been installed in accordance with the plans, specifications, and our recommendations. 4+ We trust that the foregoing meets your present needs. Should you have need of further service, please do not hesitate to call. OWH;tw Documeet ID: 0291011001-Doc GeoLngineers,inc. 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Telephone (253) 3834940 Pax (253) 383 wwwgeoengineers.com Sincerely, ngineers, Inc W. Henderson, P.E. cipal ,:.p -... .'irF. ... sw;"'N Jt '.W.� ...; . .cv. n,:L'�.,..VICA/Vargir 05/01/2001 14:35 Engineers 20657F' Segale Business Park P.O. Box 88028 18000 Andover Park West, Suite 200 Tukwila, Washington 98180 Attention: Steve Nelson Geotechnical Consultation Fuel Island Segale Business Park Tukwila, Washington File No. 0291 -011-00 As requested, we have reviewed our files and other information provided by Segale Business Park ( Segale), with regards to the installation of an underground storage tank (UST) in Tukwila, Washington. The information included field reports, photographs documenting the installation procedure, and our geotechnical report for the warehouse building nearby dated December 22, 1998. Based on the above described documents, two UST's were installed according to the following procedure. Segale excavated the holes for both tanks, then placed 12 inches of pea gravel on the bottom of the excavation. The fiberglass tanks were placed in the hole and attached to below ground concrete deadman anchors, oriented parallel to the long axis of each UST. These are to resist buoyancy loads should the ground water table rise above the tanks Finally, the tanks were•backfilled to grade using pea graveL This was covered by a concrete slab. In addition. a representative of Joe Hall Construction, Inc., a registered UST installer, was onsite to direct all installation. It is our opinion that the tanks have been installed in accordance with the plans, specifications, and our recommendations. OWH:nw Document ID: 029101100L.Doc GeoEngineers, Inc. 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Telephone (253) 383-4940 Pax (253) 383-4923 wwwgeoengineers.com SEGLE BUSINEE =PORK 4+ April 17, 2001 We trust that the foregoing meets your present needs. Should you have need of further service, please do not hesitate to call. Sincerely, gineers, Inc W. Henderson, P.E. cipal PAGE 03 RECEIVED MAY 0 1 2001 PUBLIC J2OOO- 093 1 }• "Iatti 1144 � g 1 ° p �. , �, itt �• . r� r 7 F.•�351 t�.�� '�9,��;a 1t1: �'1 C %5,��. � • A�-�s v :i •'w,2, t..ad, X - � , t �� �1����' �o� .h��±jx�iw�t�.J�S•Y .(�W:�+ cif. �?i: �. hrx+.i gam��'�.�.'�r+ umvAr. mt..v�*at,31i r_1rv'f a:n+6�T*�ti !n- h!:�rbw!+ �+T.�1..s.�t.... r�4'�I'+. T Z s • re 2 ~ w 00 N 0. J = U) u_ WO u. ? . D O . I— Ili Z HO Z 0 O �. o Ill Li. L I O w Z U —• 0 Z 05/01/2001 14:35 20657515'9. SEGLE BUSINESS- PARK CONSTRUCTION TESTING LABORATORIES, INC. 4 -27 -01 Segale Business Park P.O. Box 88028 Tukwila, WA 98138 -2028 Attn: Steve Nelson Ref: Segale Business Park Fuel Island ' Permit #D2000 -043 Final Special Inspection Report Dear Mr. Nelson: Construction Testing Labs provided special inspection & testing services for the above referenced project from 4 -25 -00 to 7- 12 -00. We specifically provided special inspection & testing services for reinforced concrete, welding, bolting & metal framing. The work requiring special inspection was, to the best of our knowledge, constructed in accordance with the approved plans, specifications & the applicable workmanship provisions of the Uniform Building Code. If we may be of further service, please call. Cc: Mailing List Sind -ly E.'..... ack Ross, President PAGE 02 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 E r t.J; + c.! LL11. TUKWIL, PUBLIC y' /OBKs z ~ w U : v O w O . CO J ' Wo ga N D. I- _ z � Z o W n0 0 F—` W W U. W z ` 0- 0 z 05/01/2001 14:35 SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, Washington 98138 TO: 20657'- 2 Dave Larson COMPANY: City of Tukwila PHONE NO: 206- 433 -0179 FAX NO; 206 - 431 -3665 NUMBER OF PAGES: 3 (Including this cover sheet) FROM: Steve Nelson COMPANY: Segale Business Park PHONE NO: (206) 575 -2558 FAX NO: (206) 575 -1662 DATE: May 1, 2001 Thanks Steve: SEGLE BUSINEo -PARK Please verify number of pages received and number of pages to be transmitted as indicated above and call (206) 575 -2558 if you have any questions concerning this transmittal. MESSAGE: Dave: Re: Permit # D2000 -043 Following are the final letters from Geo Engineers and Construction Testing Laboratories per your request. If you have any questions, please call. FACSIMILE PAGE 01 z w UO N 0 w= J H. N U.; uj H : N: ,fit• -� LLIW'. I— — O , ..z - _ 'O ~ z RECD — " r� MAY 0 8;;;U CONSTRUCT Q 1 TESTING LABORATORIES, INC. ISSUED DEVELI1I • EATHER: PECTO Segale Business Park SEGALE BUSINESS PARK FUEL ISLAND 5811 Segale Park Drive "D ", Tukwila Client I arrived on the jobsite to perform special inspection and field testing for today's scheduled visual welding inspection. Inspection and testing performed as follows: I inspected the completed welds for the fuel island assembly . Completed welds are visually acceptable as per AWS D1.1 -98 and placed as required by the project plans. The WABO certified welder is welding with E -7018 electrodes — SMAW process. Welding is approximately 90.0% complete. RAIN SHOWERS D.SMITHIfmd Date of Ins Word I Data Tvnad: 05103/00 / Data Racal: May 02. 2000 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsim it (�53J383 -2231 BuHdlnj Parm* .No • urchasa Order No. . Cods No:. Job No:: Project . No.: REPORT MAY 0 4 2000 Ma REVIEWED BYt PAGE: 1 of 1 000-043 N/A N/A 01 T -1614 tA— DMSmith / JCRoss r.+% n: naDv., p, •�f.�?sfx }3:u'��"�TI�rt?.�.'1Y.r �w•y;+,„ wept! h;^.' �r` n !r `7"a:Irn�tx.'?�'�fi 1 ;P Xu�lf?:: nR *71G z W re JU 00 co IA I. CD u. W O 2 U-_ CO d I . Z p I— O Z Lu U 0 O g 0 I— w W U. Ii U = O ~ z :FI � INSPEcTION �1 EPORT PAGE:1 of 1 Segale Business Park Dats Inspection: 46 12, 205 5 No. 2000.043 4 k `No.: /' Oa Building Permit SEGALE BUSINESS PARK FUEL ISLAND Purchase Order N.m :. NIA Cods No.: Jobtks 5811 Segale Park Drive "D", Tukwila ob No.: N/A .:: tt�port No.: 03 ,...etor :..., Client Project No :.. T -1614 I arrived on the jobsite to perform special inspection and field testing for today's scheduled special inspection for 1 the fuel island canopy. Inspection and testing performed as follows: I inspected the °Hilti- Pins" and #10 screws placed to fasten to metal roof decking. The materials and workman- � ship are in accordance with the project plans and manufacturer's recommendations. i I I � I PARTLY CLOUDY i REVIEW Lit t ED I BY: WEAT : . .INSPECTOR: D.SMITHIfmd D M Smith / JCRoss — 1EPORT JUL 1 8 2000 CONSTRUCTION TEStitsid ` 9 BORATORIES, INC.ISSUED y IECE E'-.l' COlvimuNI DEVELOPMENT Word I Data Tvnad: 07/14100/ Data Rand:.luly 13. 1201 East D Street, Suite 101, Tacoma, WA 98421 Telephone (253) 383 -8778 Facsimile (253) 383 -2231 MITAPIR z W 00 CO CI w IL. w 2 g Q cn I I— MI Z = I o OH w L I o .. z. U =. O~ z 94/0U �U000 U 08:13 U58 FAX 2 6. 3001 Z I— z w March 31, 2000 APR - re 2 �U 2000 0 o J LL w Approval of Oil/Water 4cparator Design for Segale Business ParX u mom Dear Mr, Nelson: = w w King County's Industrial Waste Program has•reviewed your plans for the oil /water separator to be z installed fer the Segale Business Park fueling facility. The fueling facility for Segale Business Park is F' 0 located at : 811 Segale Park Drive "C". Tukwila, Washington. Approval is hereby given for the w design of this separator. Discharge •)f treated wastewater from this separator to the sanitary sewer is authorized subject to the o - ' ut w ' 1. Rainwater from the canopy and surrounding perimeter runoff must be discharged to a storm V water connection. Steps described in your application to minimize storm water from entering LL Z U the sanitary sewer system shall be implemented. N 2. The valve installed on the discharge line from the oil/water separator shall remain closed except 0 H when discharging wash down water or accumulated rainwater. Z 3. The oil/water separator shall be properly maintained so that effluent from these structures does not exceed the King County discharge limitation of 100 milligrams per liter (mg/1) of mineral /petroleum (nonpolar) fats, oils, and grease MOO) or 100 mg/1 of animal vegetable (polar) FOG. 4. In the case of a fuel spill, King County requires that spilled fuel be pumped and disposed off site in a, :cordance to Department of Ecology regulations. S. Disc barge approval and sewer connection permits must be obtained from the City of Tukwila. If you have any questions, please contact me at (206) 263 - 3012. Thank you for your cooperation in this matter. Arnaud Girard Investigator Industrial Waste Program cc: Ross Earnst, City of Tukwila Dou; FIilderbrand, King County Idaseg2.dot . King County Department of Natural Resources ireicluitrlal Waste Program 130 Nick r i n atr'eos, Ube 200 Seattle, WA 98109- 16'58 tsoo) 23aoo RECEIVED (see) aea.ami Trot CITY OF TUKWILA Stcven Nelson Segale Business Park P.O. Box 38028 Tukwila, Washington 98138-2028 following conditions- SEGUE BUSINESS PAP" KING CO IND WAST -043 .. �w nnv�swce�rm�weawntrnr :nw�rnrd+rs�?sx?�t� 3rba!�r?'�,; PERMIT CENTER PAGE 92/02 002 ll' GeoN,0 Engineers Segale Business Park PO Box 88028 18000 Andover Park West, Suite 200 Tukwila, Washington 98180 Attention: Steve Nelson GeoEngineers, Inc. 1101 Fawcett Ave., Suite 200 Tacoma, WA 98402 Telephone (253) 3834940 Fax (253) 3834923 %www.geoengineers.com January 11, 2000 IV it Li FEB 1 1 2000 Summary Letter Geotechnical Engineering Services Canopy Footing Tukwila Washington File No. 0291- 011 -06 REM 0 .IIODI.ETON FEB B . 5 2000 CC ;',r;;VI N l i Y DEVELOPMENT Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska RECEIVED CITY OF TUKWILA ._ 9 7000 PERMIT CENTER INTRODUCTION This letter summarizes our recommendations for foundation support at the proposed fuel station canopy located west of the recently constructed warehouse building in the Segale Business Park, Tukwila, Washington. The following recommendations are based on our discussions with you and our work at the nearby warehouse and other projects in the area. FOUNDATION SUPPORT • In general, canopy foundations bearing on densely compacted native soil or compacted structural fill extending to these soils may be designed using an allowable soil bearing pressure of 1,500 pounds per square foot (psf) for combined dead and long -term live loads, exclusive of the weight of the footing and any overlying backfill. This value may be increased by one -third when seismic or wind loads are considered. We recommend a minimum width of 18 inches for continuous footings and 2 feet for isolated footings. All footing elements should be embedded at least 6 inches below lowest adjacent grade. We understand that an existing storm drain pipeline passes below the proposed footing location. In our opinion, provided the material surrounding the pipeline and below the footing is as described above, the recommended soil bearing pressure may be used. LATERAL CAPACITY Lateral loads may be resisted by friction on the base of the foundation and retaining wall footings and as passive pressure on the sides of footings, or where applicable, stem walls. We recommend using a coefficient of friction of 0.35 to calculate friction between the concrete and Z W QQ � J U U o N - LL w 2 LL Q U� I ~w Z = I— 0 Z I— w w U � O - a 1- W Z .. w I • I ~ z I° A Segale Business Pal January 11, 2000 Page 2 densely compacted native soil or compacted structural fill. Passive pressure may be determined using an equivalent fluid weight of 250 pcf. This assumes that compacted structural fill is placed against the sides of the footings. A factor of safety of approximately 1.5 has been applied to these values. We trust that this letter provides the information you require. Should you have question or need additional information, please call. GWH:vc Document ID: 029101 106SumLtr.doc GeoEngineers 4+ Yours very truly, GeoEngineers, Inc. /60- Gary W. Henderson Principal Y RECEIVED CITY OF TUKWILA FEB 9 MI) PERMIT CEN i Er REC ENE DP FEB 2 5 2000 0(P'/. la " File No. 0291 - 011 -06 -3130 z w 3U U U o: W= J 'L i O g Q co = d I— _ Z �. I— 0 Z I- 2 j C.) Hi 0 -: C 1-. w W; H- LL 6. IL! Z N 01 z 03/08/00 WED 14:32 FAX 253 3r GeoEngineers a003/008 Segale Business Park P.O. Box 88028 18000 Andover Park West, Suite 200 Tukwila, Washington 98180 Attention: Steve Nelson We have reviewed the buoyancy calculation done by XERXES Corporation for an 8 - foot, 6,000- gallon and a 10-foot. 18,000 -gallon double wall tanks. These calculations are attached. They assume that the tanks arc empty and completely submerged below the water table. We conclude that the tanks have an adequate safety factor against buoyancy. As such, there is no need for any type of dewatering. We trust that the foregoing meets your present needs. Should you have any questions or need additional information, please call. GW14:vc Document ID: O2910110OConsult.doc • Attachment March 8, 2000 Geotechnical Consultation Fuel Tank Buoyancy Segale Business Park Fuel Island File No: 0291 -011 -00 Very truly yours, CORRECTION Gary W. Henderson Principal RECEIVED CITY OF TUKWILA MAR 3 1 2000 PERMIT CENTER z w U U CO J N LL W O g Q co =a w z � I– 0 Z I— w U� 0— o w w H LL O ' w 0I Z 03/07/00 14:48 FAX 6128871871 XERXES CORP. XERXES® CORPORATION March 7, 2000 Mr. Steve Nelson Segale Business Park Tukwila, WA FAX (206) 575 -1662 Re: 10 — .18,000 Gallon and 8' — 6,000 Gallon Double Wall Underground Storage Tanks Segale Business Park Tukwila, Washington Dear Mr. Nelson: We have summarized the buoyancy data for your installation at the above - mentioned site. All of the calculations are based on the site data and standard engineering values for the physical parameters, which you provided for the site. All of the calculations have been made in accordance with the protocols presented in the PEI manual RP- 100/97. These protocols present an analysis of underground tank buoyancy, which is based on sound engineering practice. It is the tank owners responsibility to determine the suitability and applicability of installation. Our sole responsibility in any installation is that which is presented in our standard warranty. Given the installation parameters that you have provided, our calculations show that the 8' — 6,000 gallon and 10' — 18,000 gallon double wall tanks have a Buoyancy Safety Factor of 2.74:1 and 1.87:1, respectively. Xerxes recommends a minimum of 1.20:1 Safety Factor. I have included copies of the worksheets for your files. If I can be of additional assistance, please feel free to contact me. ethnical Support Engineer Enclosure awrow,r..Pe ems... PrR7Uala wh•ae.. tae CORPORATE OFFICE/7901 XERXES AVENUE SOUTH, MINNEAPOLIS, MINNESOTA 55431-1288 PHONE (612) 887 -1890 FAX (612) 887 -1870 wit . mv,_yri r'.MYTtemm sir+^ 71 srmre r„altvevs imip=sw.. X1 001 /005 z 1Z re Iu 00 J 0U. w 0 u _ = d, I— w Z = I— 0 Z ~ U 0 — 0 1- W W U LL' O w z t° z 'SH'I 956Z545 ('I•rswi) KT X'iv9 - SINOTIVO 2£'8£59 'II man:- 1 Z'4L8 '13 MSnO ZL' I I la OEM 56•5fiZ 'J3 MEMO £4'9Z9 Waal '.L3•f1DMIE) 8171. X 70 gPirrIOA 'TY,LOS, 33411 1'10A SRI aill'IOA HNOa "MSS aPIIR'IOA .X3NVAOflR 'SH'I i5S6'8I1 ISM 627 658"& ` • • .;' A2iu ISM Mgt. - AIM ZHM 61'58 ATIa • L OM? Aga LEM 6615 AIM Mitt SL JUKE • SHf.»aMTIU £Z'te•sc t '9SL IS'06 00'SIZ 88'£S1 96'96Z - VI ZYJOL (sal) suit 'mamas (73 o) ZOA ZVZOSal>s , --- 3JQHM NEEKaV c1MAO - SSY∎10aXXVI2II11O • • 'HMO TIMIS X•N.L • MK YL1) SINICLIOA TIL DYti 'Sari L9'LIZSZ 'LAM 00'9L9S 413/51 11 88 X " I O A = L M i l l M . ;::: " . : : L9•ItSZZ Jia/sa'I OSi X'IOA = .LM Mfg • 0519 — '(•L In) - 10A IBM Nap ci ia. ; : 82'051 — ('J T n0) 'IOA AWE WE dOI l■Li TO) S3y1lll1OA ZILISDNOO of al1O31 . ? " S6'S£Z (IA no) "IOA HNIOa ;} ; : 9I'9D al Y H➢IZOQ • . • rsessessrrs asss ssssssssssssassssseessseeer*ses 00'01 sant AO 1fl811f1N tcOZ 04) "Ivo 00'0062 Can) '7.MDINvL 00'8665 (ivo) aro rIvni.Dv • • III 11.0 00'9202 • 'JA 0011 a %Li L. II s 'S3 £8•£ * •Z3 88'ZI * *.la L9•L — GRQf 1IOA SRI .Y INYQn'IOO ,_ JHOISIi .IPIIOd OM - Hormaro?Id IINIOa . III0kal TI3HS m3.i y1a TEES VLVQxxvI maimitiom • SS'I 95'625175 — KIWI dfl' ''WI 'sin 9S6Z5175 '8E1i 8I' I I96t7I -- IMO& ■MOa TV.LOL 'sari 00 `sari oo•006Z 'Sg'1 I5£6481I 'Sal 1.9'1. an a31101I'dSxa?I14v1 S33/10,1 dfl JHa11M .LOL1QOZI M41SM xari IHOMM 71113IDVH IMAM 3L DNOO saaac 3 NMOQ S,LH9I111 'T' 101 00• I SdvTL1S Hdld .Z4 # 00'0 SdNIfIS aaH u 84 # 00'ZI (NO 1IF•LL xvpslavHa 00'81 (Ni) QIM IN`dNICIVaa OS' IZ Cu) OM NVINIQdHa 00'0I (13) cam EPr1S AOL 4Sc:c LTA) Ott E vis Aol 00'8 (!III) MU SVIS WI 0011 (Z3) EIV IS v 'IIos.D IIan'IZNII 2IHAO0'W.LO.L T: l7L'Z = 3D21O3 df RD?IOa NMOQ 21OI.OV3 A133VS 0 Oo' 1 0 8 1 £ 0009 l'IVO) TII3 HI•ZIVE1 aHSn 'AV 210 •oads (Zdo) C13210.13 (W2id (J.3) via SIrwj. Z = Z'dM `• I =Ilia (£=IIMatZ.1Ma' 1 =Ms) Eau (Iva) 'd1i0 LION NOLLVTIYJSNI Y LVU NNW, 00JU0/£0 1 4 11/240s'I314 3A LS doZ ?INIF.L IV 10.1VM 7YRIna J VIAQVaa xOLLVtnD'IVZ) ADA1VAOf12 x0IZY210d2I03 SaX2I3[x NOIONIHSVM `vmmSxru, - ?RIVa ssatesnH yrinaS Z .1 2 5 h O 5i n = m - r C C m -1Z O -I = m c cn ✓ � 3 � m M a ✓ CD o 0 n r c� Zi y Z . 40$ 1,, i61J�:i ':44gib'L'.112i`1 •:LI:Ac':+4 %144 soo /zoo Ej 'd2100 SHDI3S 1L8TL88Z19 TFd Lt• :fii 00 /LO /CO 03/07/00 14:49 FAX 012887187C 03/07/2080 07:51 2065751662 5EGI F BUSINESS P.,..� U3 /UU /UU 13:U6 r•A. SO3 Vf53 1.90 1HRIES NORTHWEST DATE; (t) CUSTOMER: SecA (Tank Owner) PROJECT NAME CONTRACTOR: XE'• ES CORPORATION BUOYA CY CALCULATION REQUEST TERIES CORP. cssl CONTACT: 5 m , +eA$c5f1 PHONE ( ) 2.0G, FAX ( ) 2+ $'7S' 1,( Z CONTACT PHONE ( FAX ( ) f � gal dia SW DWT-fl BRINE 8uitat Depth (Top of Tank to tirade) /r nc udng Top Slab (when appropriate) Cornrnent : 1 k � c.rtLt�,� 1 40 O • F3 1870 e., 42 ' 5 .3Sao 0004/005 PAGE 92/93 ?off` e-ik:i i*W 0.` — *.ki;ir:; ; ^; •: . "# of Attac d Collar Riser (ACR) / Diam. 4Z"I 48" 4kTop Slab Thickness __,_,_ Concrete or Asohalt Watar Kam. ouu) 1 : : = Mid-Tank Tank Tco At Grade •Oeadrnen .r • ' ': L ength - 4 " ft; Width j43 in Thickness ! • ' Full Bot Slab ,„ laD Tank Spacing in; Size ft. by Thick i +� ., :/,• «i�'r`i'sc; - : '" ^ ^'•sir.; .. , ti. ,. tY. 1,717 X1 — n i5 _ t gj ,. , ...... „ F s , . '!'; . ?�i�.F?�3''.`1'�•'S".N _M4/� 43itfi . , , �.a�. r t,�,�.. .��.,,:. .w..„ n.r•„> , ..e� -amp( rrr•�ke+.•v�; 'x �N.r�:trvv� 1 ��'•`•:e�a"`Ye .*{t•5"!�!; . .":v. r � z w 6 00 ND (0 W W 2 u. c a = W Z f . � Z I- W U� ON O WW H� -O w z = O ~ z XERXES CORPORATION BUOYANCY CALCULATION DEADMAN BURIAL WATER AT TANK TOP SEGALE BUSINESS PARK - T'UKWI LA, WASHINGTON . STEVE NELSONJWy 1 03/07/00 TANK DATA INSTALLATION NOM CAP. (GAL) 18000 TOTAL COVE INCLUDING SOIL & TYPE (SW =1;DWI 2;13WII=3) 3 SLAB (FT) 4.00 DRY =I ; WET=2 1 TOP SLAB THK (IN) 8.00 TANK DIA. (FT.) 10 TOP SLAB LNG (FT) 37.02 TOP SLAB WID (FT) 12.00 PROD STORED (GAL) 0 DEADMAN LNG (FT) 36.00 SPEC. GRAY. USED 1.00 DF.ADMAN WID (IN) 18.00 BRINE FILL (GAL) 0 DEADMAN TEK (IN) 12.00 SAFETY FACTOR # 48" PIPE SUMPS 0.00 DOWN FORCE UP FORCE = 1.87 :1 # 42" PIPE SUMPS 3.00 TOTAL WEIGHTS DOWN FORCES CONCRETE WEIGHT 53928.00 LBS. BACKFILL WEIGHT 24395727 LBS. TANK WEIGHT 7060.00 LBS. PRODUCT WEIGHT 0.00 LBS. TOTAL DOWN FORCE - 304945,37 LBS. UP FORCES TANKDLSP. FORCE 163152.79 LBS. TOTAL UP FORCE- 163152.79 LBS. WORKSHEET TANK DATA, SHELL DIAMETER • 10.00 FT. * ACTUAL CAP (GAL) 18000.00 SHELL LENGTH 25.02 FT. ' TANK WT. (LBS.) 7060.00 DOME PROJECTION 5.00 FT. • OAL. (FL) 35.02 MIDPOINT HEIGHT 833 FT. • NUMBER OF RIBS 20.00 COLUMN HEIGHT 1333 FT. * ss* s*** ssss *m*• ** ** ** ***s* **** **a**** RIB VOLUME 2631.00 CU. IN DOME A (SQ FT) 78.54 DOME VOL. (CU FT) 523.60 REINFORCED CONCRETE VOLUME'S (CU FE) TOP SLAB DRY VOL (CU. FT.) 296.16 - DEADMEN WET VOL (CU. FT.)- 108.00 - • . DRY WT = VOL X 150 LBS/CF 44424.00 • • WET WT =VOL X 88 LBS /CF 9504.00 TOTAL CONCRETE WT. 53928.00 LBS. BACKFILL VOLUMES (CU. FT.) OVER. TANK SHELL 737.79 DRY 25324 WET OVER TANK DOMES 261.80 DRY 130.90 WET . OVER. DEADMEN 360.00 DRY 1080.00 WET - END WEDGE 113.75 DRY 14625 WET 1473.34 DRY 161039 WET r - • SUBTOTAL VOL (CU. FT) SUBTOTAL WTS (LBS.) 147333.81 DRY .. . . 96623.45 WET ,...., TOTAL BACKFILL WEIGHT 243957.2 LBS. BUOYANCY : SFIEI.L VOLUME 206128 CUBIC FT. DOME VOLUME 523.60 CUBIC FT. RIB VOLUME 30.45 CUBIC FP. TOTAL VOLUME 261533 CUBIC F. VOL X 7.48 GAL/CUSFT. 19562.69 GALLONS FORCE nu GAL X 8.34 (LBSJGAL) 163152.79 LBS. 03107/00 14:48 FAX 612887187i XERXES CORP. vr,weer, "'+r.:a',a�r^7:+?=rt2u Rt:''`�VC C 1 003/005 03/06/00 15:05 F.0 503 P'1 1890 DATE: CONTRACTOR: Ba yp 4 ckfill7 e c ' - „ fit •a... �. •ct4,� ;o-;'. F: - W ater Ta (cam one) :;�:1• Mid Tank i Deadmen , or • Full Bottom Slab XERXES NOR'iif'4EST 10 XERXES CORPORATION .D BUOYANCY CALCULATION REQUEST CUSTOMER: SeGA lt° 2h.)S fleSS CONTACT: 5 . y 1�i�St4 (Tank Owner) PHONE ( ) jG, PROJECT NAME: FAX ( ) 2c4, $75' loZ DWT -II BRINE Including Top Slab (when appropriate) Diam. /48" - rue one) ete or Asphalt (circle one) Tank Size: . r dia. _. . a'iw �.t'•��15i7"kt,« : : ::...1,,c _ . , '. I I :, Burial Depth (Top o f Tank to Grade) y8 '# of Attached Collar Riser (ACR) 3 • ,Top Slab Thickness Tank TOD At Grade • e n g t h 3G id ft; Width /8 in; Tank Spacing in; CONTACT PHONE( ) FAX ( ) Thickness V Size ft. by, Comment: A 9:)u'a Coki° itetNe. 5 err. toga Thickness _ m. z w 00 N w WI N IL w u-? y d I- Z = I— 0 z I al O N O W W H� LL' .z = O~ z February 10, 2000 RE: Structural Review Segale Fuel Island (D2000 -043) Dear Mr. Swanson: Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -043 city of Tukwila P lEttgargeMESEMMEEEmerammitmvssvinrazemsowngtretcrtrav Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Steven M: Mullet, Mayor;. Steve Lancaster, Director Z 15 �. U: Uo N w w ' J w o g J_ lL = : N � z � z uf U 0' o C: o H° Ill W; .. z D. z March 14, 2000 Steve Nelson PO Box 88028 Tukwila, WA 98138 RE: CORRECTION LETTER #1 Development Permit Application Number D2000 -043 Segale Business Park Bldg #981 — Fuel Island 5811 Segale Park Drive C Dear Mr. Nelson: 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 at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time, the Building Division, Fire Department, Planning Division have no comments regarding your application for permit. The City requires that four (4) complete 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. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator encl xc: File No. D2000 -043 city of Tukwila ve off.. ikazwevl':M1 veseT1 verse 0121N. 'M M°N�PMTI'� itl! ottr gva∎ , ,, , , ,,Pt`,! , moto eT1..Smttttk9.PIAVO ?: It Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 February 10, 2000 Dave Swanson, P.E. Reid Middleton 728 - 134th Street SW, Suite 200 Everett, WA 98204 Dear Mr. Swanson: Sincerely, Brenda Holt, Permit Coordinator encl xc: Permit File No. D2000 -043 woo) -643 St It FLU-C z. -oO -00`6 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director RE: Structural Review Segale Fuel Island (D2000 -043) Please review the enclosed plans and documents for structural compliance with the 1997 Uniform Building Code. If you should have any questions, please feel free to contact me at (206)431 -3672. R F 2 J 2000 �LVis UlI °.1i; =iJ' CO Q ; W w ' . J wO . g J' u_ a: = w _. Z z H, U.1 uj U ; 0 = V ii z. F I ' L E B 1 1 2000 REID MIDDIETON ..J 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z 04/03/2000 08:13 206575166% -..,, SEGALE BUSINESS PARK P.O. Box 88028 Tukwila, Washington 98138 TO: Tammy COMPANY: City of Tukwila PHONE NO: (206) 431 -3870 FAX NO: (206) 431 -3665 NUMBER OF PAGES: 2 FROM: Steve Nelson COMPANY: Segale Business Park PHONE NO: (206) 575 -2558 FAX NO: (206) 575.1862 DATE: April 3, 2000 (Including this cover sheet) Please verify number of pages received and number of pages to be transmitted as indicated above and call (208) 575 - 2558 if you have any questions concerning this transmittal. MESSAGE: Letter from King County Metro for permit number D2000 -043 revision 1. SEGLE BUSINESS PARK PAGE 01/02 FACSIMILE 4illadAt: g. ,. :::i F.hiek*:44 :41 , 4 " cew. U: coo W is N w0 2 g Q u) I- z � 0 Z 1 w U0 O N ,0 H. = c) F- U. H r.. z. 0 =. 0 H. z No. of Co ' ies Description 1 Plan Set 1 Geotechnical Report 1 Correspondence 1 Structural Calculations Reid iddleton Date: February 24, 2000 To: File No. 26 -00- 005 - 008 -01 Enclosures: Date Required: 728 134th St SW, Suite 200 Everett, WA 98204 425/741 -3800 (Fax 425/741.3900) Brenda Holt City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila WA, 98188 From: Wade A. Damey cc: Project: Tukwila — Segale Fuel Island (D2000 -043) TRANSMITTAL MEMO RECEIVED FEB 2 5 2000 COMMUNITY DEVELOPMENT Action Requested: ❑ None ® For your Records ❑ For your Signature ❑ For your Review and Return ❑ Other: Remarks: Enclosed are the approved plan set for Segale Fuel Island. Please call if you have any questions. Reid iddleton February 24, 2000 File No. 26 -00- 005- 008 -01 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Building Permit Plan Review - Final Submittal Segale Fuel Island (D2000 -043) Dear Mr. Griffin: We reviewed the proposed project for compliance with the structural provisions of the 1997 Edition of the Uniform Building Code as amended and adopted by the City of Tukwila. Enclosed are the drawings, structural calculations, geotechnical report, and correspondence from the engineer for your records. If you have any questions or require any additional clarification, please call. Sincerely, Reid Middleton, Inc. al Da id B. S ranson, P.E., S.E. Wade A. Damey E.I.T. Plan Review Engineer Director, Structural Engineering Group bjr \26se \planrevw\lukwilaVJ0\t008r 1.doc \wad Enclosure cc: Steve Nelson, La Pianta Limited Partnership RECEIVED FEB 2 5 2000 COMMUNITY DEVELOPMENT Washington Oregon Alaska Engineers Planners Surveyors Reid Middleton, Inc. 728 134th Street SW Suite 200 Everett, WA 98204 Ph: 425 741 -3800 Fax: 425 741 -3900 i o z � UJ U U : O N i 0 H: .w W' o z April 14, 2000 Mr. Duane Griffin Building Official City of Tukwila 6300 Southcenter Parkway Tukwila, Washington 98188 Dear Duane: RE: Permit number: D2000 -043 Segale Business Park Fuel Island Item eight of the building permit condition requires notification of which special inspector we will be using on the project. The following company will be doing our special inspections: If you need any additional information, please call me at (206) 575 -2558. Very truly yours, Steve Nelson Project Manager t i SEGALE BUSINESS PARK A L A P I A N T A E IM! 1 E E1 PARTNERSHIP TRADE NAME Construction Testing Laboratories, Inc. 10111 South Tacoma Way, Suite D7 Tacoma, WA 98499 WABO #: SMI 549653 (Dennis Smith) (253) 383 -8778 (253) 588 -0928 FAX cc: Frank Swanson Construction Testing Laboratories, Inc. RECEIVED APR 18 2000 COMMUNITY DEVELOPMENT PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 Telephone 206 575 2000 • Fax 206 575 -1837 • . u.... w' !J1JiiL1.�::6i1:J:C�Yiivu4l. 41'.iS%'.+lli�Ljtuob:il � `�• • •A6 • : z w 6: 0 CO 0 LU _. � wO ? . w . z � r~ o w I uj 3 o. U 0- o wW O W Z o~ z 24• ma WV MOM PLATE ACCESS DWR B 6'0' 23'x} -21• --- 12'- } ---16 f OEM 1 u u B PLAN —BASE I TAM7i A+.p'. ?451! %t+srsc1o!'ia+`sn7' ?}trap` ve•;,w4z eltmr...n..1c < q J" :MOOG PLATE INSPECTION =MRS Oro• 24' 2 • ALL BAFFLE/WEIR PLATE TO BE GALVANIZED. MAX. CAPACITY 450 GAL. FLOW ® 15 MIN. DETENTION: 30 G.P.M. TO BE DETERMINED BY DEVELOPERS ENGR. City . of Tukwila 12' 4 24' --- 24' --- }- -12' -� PLAN —COVER SECTION A —A SECTION B —B NOTE: DATE: 11/21/96 DS -21 A OIL /WATER SEPARATOR Not to .o.1.. 8175:J,'z± ref, >Y?.Y?*I.UAP+YS+S+ Yw.ifL ? "t n4 ^t+.vyn!!!*•Jic*:n.,� ,N` 17+3!T1 elrf; iktt'A"+•.`M1,+.,Qak4 A,'7TIO ?4:!'. PV:P M `X2.21,`.. Z W 00 N O W � w0 2 u. � a I- La Z � I- 0 w ID D o 0 N O W 1--- - u. 0 .Z W 0~ Z February 23, 2000 TO: Interested Parties Cizy of Tukwila MEMO Department of Community Development Steve Lancaster, Director FM: Steve Lancaster, DCD Director and SEPA Responsible Official RE: Addendum to E99 - 0003: Segale Warehouse, Building 981 SEPA; Design Review File L99 - 0007, Segale Building No. 981; and L99 - 0006 Shoreline Substantial Development Permit: Minor Modification to Project Design The developer of the Segale Warehouse Building #981, a 313,735 square foot warehouse located in the shoreline, has made several revisions to the building plans for the warehouse. The revisions are as follows: L99 -0006: Shoreline Substantial Development Permit Steven M. Mullet, Mayor 1) construction of a retaining wall on Building # 734 as part of reconfiguring the entrance to the new warehouse site and the adjacent property; and 2) the addition of a 20' x 28' covered fuel island on the west side of the warehouse site. The fuel island would be supplied by two underground tanks, one 18,000 gallon underground diesel tank, and one 6,000 gallon underground gasoline tank. This Addendum is provided for three purposes. First, to provide additional information to the SEPA staff report prepared for E99 -0003, environmental review for a proposed warehouse; second, to review the proposed development addition against the design approved by the Board of Architectural Review; and third, to amend the shoreline permit issued for the construction of the warehouse. The underground tanks and fuel island are outside the 200 foot shoreline environment, as illustrated on the attached site plan. The zoning on the site is Heavy Industrial, which permits automotive services such as gasoline pumps. This use would also be permitted in the High Impact portion of the Shoreline environment. The retaining wall on Building 734 is outside the Low Impact Environment and inside the High Impact Environment (see attached site plan). An area in the Low Impact Environment has been paved adjacent to the levee. According to information provided by the applicant, the ..,.,n �_...L___.__ n_..r_..__� r..:._ u rnn _ r..:....:r_ rri_ a:. ..... noroo - me._ ),1Z 471 PAIR? +`.riwmdQ k": Wilivr".*I.rott?cz^ 01 lm',.exnm viw t411r. m. ,z grpm.envly. ;s.rn:.,;;,mma7stniNa mare, « w. :..vvr 1?k*. ikli7:tPl»mor,4r 1,!f Crov;miw!.rwt l z w re 2 co o W u. W O g a co ▪ a I - w z � t- w ~ O • 0 O 92 O I— WW 1-- U- O • z O - r- • F z Interested Parties Segale Warehouse Revisions February 23, 2000 retaining wall is 88 feet and was installed to maintain the raised grade elevation from the river levy to the existing building at 18338 Andover Park West and south to 5801 Segale Park Drive C, the location of the warehouse. Backfill material against the landward side of the levy consists of quarry spalls. Parking/loading facilities are permitted in the Low Impact Environment if adequately screened or landscaped. The levy is benched on the waterward side of the levy adjacent to the Building 734 site. To address the requirement for screening, landscaping will be added to a bench area on the waterward side of the levee. The landscape plantings will be coordinated with the U.S. Army Corps of Engineers. The revisions to the project are consistent with the policies of the Shoreline Master Plan, the Tukwila Comprehensive Plan and the Tukwila Zoning Code. E99 -0003 Environmental Review A Determination of Nonsignificance was issued on the warehouse when it was initially reviewed by this Department. These revisions to the proposed project fall within the impacts analyzed in the original SEPA Checklist and do not represent a substantial change to the Determination of Nonsignificance issued by this Department. L99 -0007 Design Review TMC 18.60.030 D. authorizes the Director to approve a change in project design if the change represents "minor, insignificant modifications which have no impact on the project design." I have reviewed the project plans for D2000 -043, the building permit for the fuel island and believe that the change represented is a minor, insignificant modification that will have no impact on the project design. As a result the revision does not need to be re- reviewed by the Board of Architectural Review. cc: Files: E99 -0003, L99 -0006 and L99 -0007 q: \carol \Segale\SEPA- Addendum.doc 2 rry ~ w' 00 o• wF • U) u. w 0 g Q U D. = a 1— w z F F-0 Z ~ • .0 OH w W z: w U = O H. z February 7, 2000 Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 •• . RE: Determination of non - significance File No: E99 -0003 Very truly yours, Steven R. Nelson Project Manager enclosure SEGALE BUSINESS PARK . A LA PIANTA IIMITE'0 PARTNERSHIP ERSHIP TflAOE NAME A LA PIANTA LIMITED PARTNERSHIP TRADE NAME PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 RECEIVED CITY OF TUKWILA FEB 9 2000 PERMIT CENTER Dear Mr. Lancaster. Segale Business Park requests that a minor modification'be made to the SEPA checklist dated January 6, 1999 for the Building 981 project. The modification involves the addition of a 20' x 28' covered fuel island on the west end of the site. 'Both the underground tanks and the fuel island are outside of the 200 foot Shoreline Management Urban Environment. A brief description of the fuel island construction is as follows: • Two steel columns support the overhead canopy. • The canopy is constructed of steel with a sheetmetal fascia. . i • Three fuel dispensers. . • One 18,000 gallon underground diesel tank. • One 6,000 gallon underground. gasoline tank • Associated underground piping and electrical. Enclosed is a site plan showing the location of the fuel island and tanks Your review and findings of this minor modification to the project would be appreciated. If you have any questions, please all me at (206) 575 -2558. PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D2000 -043 PROJECT NAME: SEGALE FUEL. ISLAND XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # DATE: 2 -9 -2000 Revision # _ After Permit Is Issued DEPARTMENTS: Building Division 40G 4 -l4) Public W rks , &W Mf Complete Comments: DETERMINATI N OF COMPLETENESS: (Tues., Thurs.) Incomplete n TUES /THURS ROUT G: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved iZ Fire revention i>e i Str ctural 3 - /D P,nived114 Ulv*r 142ed 000D 3 a1 1- 0 0 REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved \PRROUTE.DOC 5/99 11 Approved with Conditions DATE: 0/1? Planning Division 191 *'"2 DO Permit Coordinator Pil DUE DATE: 2-10-2000 Not Applicable n DUE DATE 3-9 -2000 Approved with Conditions Not Approved (attach comments) F9 DATE: DUE DATE Not Approved (attach comments) REVIEWER'S INITIALS: DATE: z w re 00 CO J CO w g Q � � z � w U� O N 1- w Z w = ' O~ z a A ACTIVITY NUMBER: D2000 -043 DATE: 3 -31 -2000 PROJECT NAME: SEGALE BUSINESS PARK #981 -FUEL ISLAND SITE ADDRESS: 5811 SEGALE PARK DRIVE C Original Plan Submittal Response to Incomplete Letter # XX Response to Correction Letter # 1 Revision # After Permit Is Issued DEPARTMENTS: Build g Division n P bli ork PLAN PERMIT W /R�U�1NG SLIP Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete n Incomplete F 1 n n Planning Division Permit Coordinator DUE DATE: 4-4-2000 Not Applicable P1 Comments: TUES /THURS ROUTING: Please Route I 1 Structural Review Required In No further Review Required REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions n REVIEWER'S INITIALS: M'KkOUII DOC inrl APPROVALS OR CORRECTIONS: (ten days) DUE DATE 5-2-2000 Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: DUE DATE Not Approved (attach comments) DATE: z W 6U 00 N W= J f.. CO LL w � H= Z � z� w U� O( 0E- =w u 0 . w z . U = O z Date: El Response to Incomplete Letter # Eg Response to Correction Letter # 1 Revision # after Permit is Issued Contact Person: Steve Nelson Entered in Sierra on 414w City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Project Address: 5811 Segale Park Drive C Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D2000-043 RL CITY op T u ,, MIIR 3 20uu PERMIT CENTER Project Name: SEGALE BUSINESS PARK #981 -FUEL ISLAND Phone Number: j 7 2 55 Summary of Revision: 7-1 0 - 7 r77 LA cl--1 __,.. y ••• • -gl el // /2-gd 6- IA / 2 a )L ; V 6.--(.-6---"" erl---2 ,-- "77 (1 ei'-- c-ce--( —,, ;3-6-re--- 6--( / Lc., e...--2 7 ..e_...4__.......:Y-ci. ..,...•: ec"--9 . i .,..‹:2-e_ -c.--F—( , ri_lc—t 6-.. r -2--7-75 - •Crr-e'--..7.-- -7c 7 ." —,1- 17') C C i r / j ___,...ciz G.< re- 2 , / . - 6_, ---:7---et-e (--..--i--- '(' I.- '-; --"-- I (- )- -- 7 ..._ e d" .' / ... --e (,f: t • -7-,--Le_d C i- C Sheet Number(s): / 0, c 0, /7, F.52 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: 3 -3 1 • DC) 03/14/00 • k Dear Sir: City of Tukwila Fire Department Thomas R Keefe, Fire Chief Fire Department Review Control #D2000 -043 (512) February 14, 200.0 Re: Segale Fuel Island - 5811 Segale Park Drive C Steven M. Mullet, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A fire extingiusher with a minimum rating of 2A, 20B:C shall be provided and so located that it is not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 5202.9) Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Install a sign, visible from the fuel dispenser(s) indicating the location of the pump emergency electrical shut -off switch. (UFC 5201.5.3) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 4. A separate permit for installation of underground tank is required. The permit is obtained at the fire department. 5. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 - 575.4439 city of Tukwila Fire Depart nest Thomas R Keefe, Fire Chief Page number 2 adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, 4'54 The Tukwila Fire Preve tion Bureau cc: TFD file ncd Steven M. Mullet, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206 -575 -4404 • Fax: 206 -575 -4439 Y�r. ` .. L >i rs� - �....Sc`..s.,L:[Spt , uLai9.�Ldw. CROCSI DEPARTMENT OF LABOR AND INDUSTRIES - B &CSIS CRIS CONTRACTOR INFORMATION INQUIRY LICENSE NUMBER LAPIALP055MZ STATUS ACTIVE UBI: 601- 506 -963 CONTRACTOR TYPE CONST CONT CONTRACTOR NAME LA PIANTA LIMITED PARTNERSHIP PARENT COMPANY SEARCH NAME LA PIANTA LIMIT ADDRESS LINE 1 PO BOX 88028 ADDRESS LINE 2 CITY,STATE,ZIP TUKWILA WA 981382028 TELEPHONE (206) 575 -3200 COUNTY KING EFFECTIVE DATE 07/09/95 BUSINESS TYPE CORP EXPIRATION DATE 04/01/01 GRANDFATHER CODE UPDATED SUSPENDED DATE 00 /00 /00 SPECIALTY CODE 1 GENERAL BIRTH DATE 00 /00 /0000 SPECIALTY CODE 2 UNUSED OPTION : 00 GENERAL NOTES: VICINITY MAP NTS LEGAL DESCRIPTION: PARCEL E - TAX LOT 18 LIST OF DRAWINGS C1.0 COVER SHEET & PARCEL PLAN C5.0 DRAINAGE PLAN - WEST OWNER & APPLICANT: SEGALE BUSINESS PARK P.O. BOX 88028 TUKWILA, WA 98138 - -2028 ATTN: STEVE NELSC'L 206- 575 -2000 TAX '' -LOT NO: 3523049018 LAYTON & SELL, INC. P.S. ATTN: JOHN D. SELL, P.E. 15600 REDMOND WAY, STE 302 REDMOND, WA 98052 425 - 881 -8151 PROJECT ADDRESS: SEGALE DRIVE "c" TUKWILA, WA 98138 -2028 THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER WHICH ADJOINS AND LIES BETWEEN THE ICUTHERLY EXTENSION OF THE EASTERLY LINE AND THE EASTERLY EXTENSION OF THE SOUTH LINE OF LOT 4 OF CITY OF TUKWILA SHORT PLAT N0. 85- 19 -SS, RECORDED UNDER KING COUNTY RECORDING NO. 8505090619, AND 065 NORTHERLY OF SAID RIVER; TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 2 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., WHICH ADJOINS. LYING SOUTHERLY OF SOUTH 180TH STREET, WESTERLY OF THE GREEN RIVER AND EASTERLY OF LOT 4 OF CRY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO. 93 -0085, RECORDED UNDER KING COUNTY RECORDING NO. 9311301961; AND TOGETHER WITH THAT PORTION OF THE ABANDONED BED OF THE GREEN RIVER IN GOVERNMENT LOT 5 LYING WESTERLY OF THE GREEN RIVER AND LYING EASTERLY OF A LINE ESTABLISHED IN KING COUNTY RESOLUTION NO. 31833, AND A.F. 60. 6014672, & 6027015. AND TOGETHER WITH THAT PORTION OF GOVERNMENT LOT 5 IN SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M.. DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER.. OF SAID GOVERNMENT LOT 5; THENCE SOUTH 02' 24' 12" WEST ALONG THE WEST LINE OF SAID GOVERNMENT LOT 5. 561.41 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 66' 31' 28" WEST 533.21 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50 FEET THROUGH A CENTRAL ANGLE OF 91' 32' 50 AND ARC DISTANCE OF 79.89 FEET TO A POINT ON ANNA MESS COUNTY ROAD (57TH AVENUE SOUTH); THENCE SOUTH 25' 01' 18" WEST ALONG SAID MARGIN OF THE ROAD 113.36 FEET; THENCE SOUTH 65'47' 42" EAST 269.84 FEET; THENCE SOUTH 62' 54' 45" EAST 52.09 FEET;.. THENCE'. SOUTH 66' 29' 11" EAST 152.93 FEET; THENCE SOUTH 23' 28' 33" WEST 529.54 FEET TO A POINT ON THE NORTH LINE OF A FLOOD CONTROL EASEMENT AND RIGHT -OF -WAY AS DEFINED IN KING COUNTY RESOLUTION N0. 31833 AS RECORDED UNDER AUDITOR'S FILE NOS. 6014672 AND 6027015; THENCE EASTERLY ALONG SAID EASEMENT AND RIGHT -OF -WAY LINE THE FOLLOWING COURSES AND DISTANCES, ALONG A CURVE TO THE RIGHT THE CENTER OF WHICH BEARS SOUTH 10' 47' 54" EAST HAVING A RADIUS OF 420.00 FEET THROUGH A CENTRAL ANGLE OF 15' 15' 11" AN ARC DISTANCE OF 111.81 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1600.00 FEET THROUGH A CENTRAL ANGLE OF 10' 03' 54" AN ARC DISTANCE OF 281.07 FEET; THENCE SOUTH 69' 04' 40" EAST 113.72. FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 215.00 FEET THROUGH A CENTRAL ANGLE OF 29' 11' 58" AN ARC DISTANCE OF 109.57 FEET; THENCE SOUTH 4T 25' 42" EAST 387.00 FEET; THENCE ALONG A CURVE TO THE LEFT. HAVING A RADIUS OF 242.00 FEET THROUGH A CENTRAL ANGLE OF 37' 06' 44" AND ARC DISTANCE OF 156.75' FEET; '. THENCE ALONG A CURVE. TO THE LEFT HAVING 0 RADIUS OF 227.00 FEET THROUGH A. CENTRAL ANGLE OF 33' 45' 42" AN ARC DISTANCE OF 133.76 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF..360.00' FEET THROUGH A CENTRAL ANGLE OF 07 51' 39" AN ARC DISTANCE OF 49.39 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 607.50 FEET THROUGH A CENTRAL ANGLE OF 34' 11' 03" AN ARC DISTANCE. OF 362A5 FEET; THENCE NORTH 14' 01' 12" EAST 108.87 FEET; THENCE LEAVING SAID EASEMENT AND RIGHT -OF -WAY LINE NORTH 66' 31' 39" WEST 262.75 FEET; THENCE NORTH 29' 14' 18 EAST 75.38 FEET; THENCE NORTH 66' 31' 28" WEST 887.50 FEET TO THE TRUE POINT OF BEGINNING; 1. STANDARD PLANS AND SPECIFICATIONS - ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD PLANS AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION, PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, EXCEPT AS MODIFIED OR SUPERSEDED BY THE CITY OF TUKWILA INFRASTRUCTURE DESIGN & CONSTRUCTION STANDARDS. - 2. DRAWINGS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHOULD REVIEW THE DRAWINGS PRIOR TO STARTING CONSTRUCTION AND BRING ALL PROBLEMS IMMEDIATELY TO THE ATTENTION OF THE ENGINEER IN ORDER TO AVOID DELAYS. 3. EXISTING UTILITIES - EXISTING UTILITY LOCATIONS SHOWN ARE BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. ALL UTILITY LOCATIONS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ADDITIONAL UTILITIES INFORMATION FROM THE APPROPRIATE AGENCIES AND SHALL FIELD VERIFY ALL LOCATIONS PRIOR TO CONSTRUCTION. THE ONE -CALL NUMBER FOR UTILITY LOCATION IS 1- 800 - 424 -5555. 4. TOPOGRAPHY & SURVEY CONTROL - TOPOGRAPHY SHOWN ON THESE DRAWINGS IS BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. THE CONTOURS SHOWN REFLECT THE PRIOR USE OF THE SITE AND D0, NOT NECESSARILY REFLECT CURRENT CONDITIONS. 5. WORKMANSHIP & JOB SITE SAFETY - THE CONTRACTOR SHALL CONDUCT ALL' WORK IN A SAFE MANNER AS REQUIRED BY ALL APPUCABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY THE CONTRACTOR TO PERFORM TO E IONS OR 0 MEAN METHODS, TECHNIQUES, U SEQUENCES OR PROCEDURES FOR PRECAUTIONS MEANS, ET ODS EC 0 ES U AS SUPERVISION T CONSTRUED THE BE CO HIS WORK. E UNDERTAKING OF PERIODIC SITE VISITS B Y THE ENGINEER SHALL NO OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, OR OCCUPANCY BY ANY PERSON. 6. PERMITS - IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO OBTAIN. ANY REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL, STATE AND FEDERAL PERMITS REQUIRED FOR THE WORK, IN ADDITION TO THOSE OBTAINED BY THE OWNER. THE OWNER AND ANY CONTRACTORS SHALL CONDUCT ALL WORK IN CONFORMANCE WITH THE VARIOUS LOCAL, STATE AND FEDERAL PERMITS AND APPROVALS REQUIRED FOR THE PROJECT. 7. SPECIFICATIONS - REFER TO THE BUILDING 981 CIVIL PLAN SET DATED APRIL 15, 1999, FOR CONSTRUCTION NOTES AND SPECIFICATIONS. EXPIRES: 11/18/00 rL CO)R. 50 G.L 6 Ni Mo N BT 57' 03" Wa .54 ABBREVIATIONS KEY: A/C - ASPHALTIC CONCRETE BLDG - BUILDING BM - BENCH MARK BTM - BOTTOM CB - CATCH BASIN C! - CAST IRON- CL - CENTER LINE CMP - CORRUGATED METAL PIPE CO - CLEAN OUT CONC - CONCRETE CP - CONCRETE PIPE CPP - CORRUGATED POLYETHYLENE PIPE CSBC - CRUSHED SURFACING BASE COURSE CW - CONCRETE WALK D - DRAIN ODC5 - DOUBLE DETECTOR CHECK VALVE DEMO - DEMOLISH DI - DUCTILE IRON DIP - DUCTILE IRON PIPE DOM - DOMESTIC DS - DOWNSPOUT DWI - DRIVEWAY ELEC - ELECTRICAL ELEV - ELEVATION P.S.E E5MT_ #9105060703 N 25' 01' 18" E 113.36 EOP - EDGE OF PAVEMENT ESMT - EASEMENT EX - EXISTING FA - FIELD ADJUST FD - FLOOR DRAIN 11 - FINISH -FLOOR FH - FIRE HYDRANT FM - FORCEMAIN FT - FEET G - GAS PIPE GS - GALVANIZED STEEL HDPE- HIGH DENSITY POLYETHYLENE IE - INVERT ELEVATION INV - INVERT LF - LINEAL FEET LT - LEFT TANGENT MH - MANHOLE UMW- MEAN 0100 HIGH WATER MON - MONUMENT LEL - MEAN SEA LEVEL NIC - NOT IN CONTRACT PERF - PERFORATED PI - POINT OF INTERSECTION PP - POWER POLE PVC - POLYVINYLCHLORIDE PVMT - PAVEMENT C1R - 1 , 35 / N 87' 56' . // 134.49 I / /f 1 ` \ `RNER PROTECTION EASEMENTS' 0 5222051, 6027013, 6027015, 0' e 9110310987, 6014672, & K.C. RES. it 31833 D2 000d 0 Y3 35 35 / // N 15' WATER.. E5 #7412200369, 780 7904171207 PARCEL. PLAN SEPARATE PERMIT REQUIRED FOR 0 CNANICAL ELECTRICAL ❑ PLUMBING ❑ GAS PIPING CITY OF TUKW'LA BUILDING DIVISION RCP - REINFORCED CONCRETE PIPE REPL - REPLACE RPBP- REDUCED PRESSURE BACKFLOW PREVENTER RT - RIGHT TANGENT 5 - SEWER S - SLOPE SAN - SANITARY SD - STORM DRAIN SHT - SHEET SG) - SQUARE 76E7 SS - SANITARY SEWER SSS - SANITARY SIDE SEWER ST - STREET STA - STATION TB - THRUST BLOCK TEL - TELEPHONE TESC - TEMPORARY EROSION/ SEDIMENTATION CONTROL TIP - TYPICAL UTIL - UTILITY VC - VERTICAL CURVE W - WATER WM - WATER METER WS - WATER SERVICE WV - "LATER VALVE 662' 9 54' 45' W 52.0 N 56' 29' 11' 1293 GOVERNMENT LOT 5 N 07'56'03 " 1141 7 // // / /7 RIVEN PROTECTION EASEMENTS NO'S. 5222051, 6027013, 6027015, 9110310987, 5014672 & K.C. RES. #31833 N 14' 01' 12" E 108.87 MAINT. & REPAIR EASEMENT #9404060591 FILE COPY 1 undoreland that the Plan Check approvals are 5617180110 errors and omissions and approval of 71656, doe$ not aulh0th06 the V iolation of any edoptad code or crdinal50 ROCOW1 of con - tr.,Ad e9 Copy 01 ,oPproved plans acknowledged. P411016 No ZDOo -c CURVE DATA Q7 R = 420.00 A = 04' 28' 23' L = 32.79 0 R = 420.00 3® R = 1600.00 ®- R- 215.00 A, = 15'.. 15' A =. 10' 03' 54" A- 29' 1.1' 58° ® R = 242.00 ® R = 227.00 0 R = 360.00 ® R = 607.50 0 R = 50.00 A = 37' 06' 44" A = 33' 45' 42' A = 07' 51' 39" A = 34° 11' 03' L = 111.81 L = ..281.06 L 109.57 L = 156.75 L = 133.76 L = 49.39 L = 362.45 A = 91' 32' 50''. L = 79.89 50' 150' 301' o' tw' zco' as SCALE: 1' = 20•:' a � i4� n - - - P i�p1 ! 1 l� E 0 1, FEB 11 REID MIDDLETT'I PERMIT GEN E 2 5 LL( PERMIT PLAN SET - SUBJECT TO CITY REVIEW Qin M 1:...,6- sD I ,6 .mm•Ammulwa %1111 111I1111111 53LF -4" ADS N -12 25.11 8" INV =19.11 12 +00 plaAr 5 =0.01 ft ft __•„„. f- 59LF -12' SD, I f 0 IE =23.94 4 i WALL STA 4 +26 Ia A 1 I W RIM =31.93 IfLIw 7 INV =21. S= 0.00161 1 701.P -8' 00, 5 =0.012 CPS -WC MODEL 577 -6 -SA RIM =25.7 (FA) INLET =20.38 OUTLET =20.18 10oLt-8° SD, S 6` SD S =1% MIN 4' SD, S =2% MIN S 66' 31' 27" E 0.025 FT /FT L, 66LF -8" SD, S =0.075 ft/ft EX CB 0111= 22.09 EX CB REPLACE GRATE W/ SOLID METAL COVER RIM =22.14 ACB 11, TYPE 1 EX SD MH RIM =25.3± INV =16.67 (24 "N /W) RIM =2519 25.80 INV =21.31 co 10, TYPE 2, 48' DIA RIM =26&1 27.00 Q 110/=19.51 (12NE) INV =19.29 (12106) A SD CO RIM =31.10 A 46LF -12 CMP SLOT DRAIN A CB 13, TYPE 1 RIM = 30.9'✓ 31.06 INV =25.98 (12') S =1% MIN 4 SD, 5 =25 MIN EX A/C PVMT SD CLEANOUT INV =24.00 EX SD MH RIM =24.42 (RAISE TO MATCH FG) INV =16.47 (36 "E/W) INV =17.03 (18 "N) INV =16.60 (24'S) EX 10 01 ;V SEGALE DRIVE "C" SD CLEANOUT INV =23.16 1 CB 7 TYPE 2. 48 DIA RIM-30.70 30.55 1NV =23.57 (12') ?DS mm ! I I ,j CB 20, TYPE 2 � 1 I CON TO IX 12' SD ( __ FROM NORTH �� \` �� _ RIM =22.66 - I _ iNV=10.S4712'N7S) ' 106 =23.33 a SO : i7 I RI 0 90 (i) I I INV =16.38 (12'N) 109 =16.52 ■ }0 1 1 INV =16.47 (12 "S) 1t 0 16 . .1© 4 "N) : I = 111111- - 16.0r 8'E) _ 25LF-12 SD, CB 8, TYPE 2, 48" DIA RIM =30.80 INV =24.67 (12') ° - I 5= 0.0032 FT/FT `I s -b.. FT r c 5 0.01 FT/FT O .p �' =. � 100- 2' �0, 5 =0013 FT/�A O 100LF -12' �, ��' 21, TYPE 2, 48 "DIAD \C W/ Fes, SEE DETAIL s CS 2 //', I FT S O.01 FT/11 / RIM =25.00 25.15 L_1 CB 23. / 6'X45' INV =18.64 (12'E /W) 1 RIM = 25.GG Sf1 CI FANnUT ° SEND INV =18.6€ (6 °S) °o INV =20.65 23Lg6" SD, -43 8LF -6" SO 5 =0.01 FT/FT CB 16, TYPE 2 (60' DIA) / CB 16A, TYPE 2 (48' DIA) * /SOLID COVER W /SOLID COVER RIM =25.60 P,IM =28.00 (FA) 8411= =17.05 (12'E/W) INV =18.30 (12'N) 1010= =16.55 (18'N) 1NV =18.66 (8'E/W) 11411=19.03 (6 1611= =17.55 (6`5E) INV =17.05 (12'S) BUILDING 981 .31.1 97LF t� EX CB RIM =22.52 INV =16.99 (12 "S) INV =17.04 (12 "N) 6' SD, S =1% MIN 5 =0.00 FT EX SD MH 8 9l .21P4,7-511 ' 1- , S =0.01 FT /FT SD CLEANOUT SD CLEANOUT INV =21.16 CB 9, TYPE 1 RIM =30.72 INV =25.72 (12') I =26.22 (6") 6` SD, 1 6' SD. S =1% MIN- 1 S =1% MINJ� 6' SD, S. MIN, FM RECEIVED cm oP ruKwlLq PROJECT NO. 321 - 03 REVISION N0. 3 CUT INTO IX 24' 50 RIM =21.21 26.30 4 INV =16.99 (EX 24 "E/W)EX A/C PVMT INV =17.49 (18"5) iNV =18.32 (8'SW) CPS -NW, MODEL 712 -SA RIM =FA INLET =18.74 OUTLET =18.54 10' 30' 0' 20' 45' SCALE: 1" = 30' PE 2, 60' DIA E *� EX CB RIM-25.82 INV =23.47 (12"w) INV =23.22 (12 "E) INV =24.42 (2"W) DATUM: NGVD 1929 ' r p INV =20.91 8" SAN _ - - -- \ EX CB W/ 12LF INV =16.88 24 SD limn i� ___ �"SD.- 87-b11N- -- - - - -�8° PVC SS A IE =22.15 WALL STA 0 +00 .�, i► o +oor.1 =0 005 E� CB. TYPE 2 (54 DIA RIM =261 INV =17.60 (18 "S) 22LF -8'SD, INV =17.10 (24 "E) 5 =0.01 FT /FT WALL 12LF -8 "SD, S =0.01 FT /FT L C8 3, TYPE 2 48' DIA RIM =27.90 29.90 111V =19.52 (18'N /S) 19.54 1NV =20.37 (8') INV =21.41 (4 W)Q1 24LF -4' ADS N -124 S =0.01 ft /ft A IE=21.65 WALL STA 1+68 I L CB 3.1, TYPE 1 RIM =30.30 10 =25.30 A CONC RETAINING WALL w/WROUGHTIRON FENCE 6o' ABOVE, SEE STRUCTURAL PLANS FOR DET0IS A CB 4, TYPE 2, 48' 01A RIM =28010 31.70 INV =20:+4 (18'N /S) 20.13 INV =20.64 (12 "E) L2 601E -8" S0, S =0.01 ft ft MINA 0 CB 4.1, TYPE 1 RIM =30.55 FA INV TO CLEAR FUEL 5NES - (RIM TO INV 0187.0148E TO EXCEED 5') A EX CB - -"� 0 CB 5 TYPE 2, 48" DIA RIM =301,39 30.95 INV =20.03 (18 "N) 20.74 INV =21.33 (12 "E) INVQ3.4T - - -- EX C8, TYPE 2 (48" 0191 RIM = 29.5± 11 INV =21.98 (12 "SW) INV =21.28 (18 "N) SA EX CB RIM =25.86 INV =22.19 (12" sw /NE) A WALL STA 5 +29 EX SS MN R11, 22.9 IN1L IE =26.0 WALL STA 5+29 PRECAST CURB INLET PER STD PLAN DS -1 RIM =22.14 •,„.„- • 62 /C ONNECT INLET TO \\ CB 6, TYPE 2 / (48' DIA) RIM =30.95 INV =22.40 (12') 1 EXPIRES: 11/18/00 I �L - I - pO EXPIRES: 01/27/01 j 0 .4 \ b2C L6 EX 0111 =22.41 RAISE RIM TO 25.9 (FA) INV =16.67 (12 "N) -DEMO INV =16_46 _W'Na_ INV =16.68 (12 "SW) EX 12" Di 01 !NV =16:05 (T8"W)- DEMO - -4 41 , 41= 16.46 -(1 S/W) 171F -18' SO, S =0.005 FT/FT CPS -EC MODEL 612 -5A I 13114=25.7 (FA) f 1NLEI= 78.44- EX A/C PVMT OUTLET =18.24 OF SHEET N0. C5.0 22 01 01 01 . Q Q TRUCT 20%20' 5LAA 0.e T K wI . ) EA W IUA C YRITR ARS TO BL TR4LER, 5T" OTHERS 5 r L PROPERTY BONDARY LINE LIGLiT, BY OTHERS WALL, Bk* OTHERS p r MagElirr mwmi mArriazziamosTITE, 12 1/2 VERIFY NOTE: CONTRACTOR SHALL ADJUST THE TANK LOCATIONS AS NECESSARY TO ASSURE PLACEMENT CF TANK FILL LOCATIONS N THE 4 AREAS AS SPOLN. 21 I/4 2 / \ BUILDING, BY OTHERS 8 • CONCRETE HOLD DOWN SLAB PER SHEET FSA FIRE PROTECTION NOTES I. ALL FIRE HYDRANTS SHALL BE NSTALLED AND IN OPERATION PRIOR TO COMBUSTIBLE CONSTRUCTION BEGINNING ON SITE, BY OTHERS. 2. ALL FIRE DEPARTMENT ACCESS ROADS SHALL BE INSTALLED AND SERVICEABLE FOR FIRE pEPART- MENT USE PRIOR TO COMBUSTIBLE CONS1112ICTICN BEGINNING CN BITE, BY OTHERS. BIDDER DESIGN NOTES: THE FOLLOWING SHALL SE PROVIDED ON A BIDDER- DESIGN BASIS UNDER SEPARATE PERMIT5 ELECTRICAL. POIER 4 COMMUNICATION PANELS, LOAD CALCS AND LIGHTING FOR A COMPLETE INSTALLATION FOR THE BUILDING AND SITE. SIGNAGE: ALL SITE, BUILDING AND SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. DRAWING INDEX: Al SITE PLAN, NOTES, LOCATION MAP 51 CANOPY ELEVATIONS, SLAB PLAN 4 CANOPY LIGHTING F51 PETROLEUM PIPING LAYOUT F52 UST SCHEMATIC 4 DETAILS F53 UST TANK SECTION DETAILS F54 UST CONCRETE HOLD SLAB 33 3/4 FILL LOCATION CF 6000 GA_ TANK GROUND3TCRAC-F- \ , , \VSKS • 4 1164. eugkr, aa, STRAPS i ANCL • \ 11246 (T45 DIMENSIa! IS NOT 'FIXED DUE TO THE'20r.ETOACK REQUIRENTENT)--2 1 1 0 LE3 STRIpNiG_ an INSTALL (1) 6000 CA-4 0000 C:AL s=ur SCUT ' TEST - Fir 1 (from GeoEngineers Report) N PROPOSED TANK LOCATIONS - APPROXIMATE 3ROUND SURFACE ELEVATION:. 26 FEET - COBBLES WITH SILT, SAND, esR4VEL AND OCCASIONAL WOOD DEBRIS (DENSE, UET) (FILL/ - GRAYISH BROUN SILTY FNE SAND (D8453, MOIST) - BROWN SILT WITH SAND (MEDELPI STIFF, MOIST TO WET) - GRAYISH BROWN SILTY FINE SAND (DENSE, LUET) - TEST PIT COMPLETED AT A DEPTH OF 120 Ft 88 8988 - MAJOR GROiND WATER SEEPAGE OBSERVED AT AN APPROX. DEPTI4 CF 20 FEET. - MINOR CAVING OBSERVED AT AN APPROX DEPTH CF 20 982 - DISTUIRBED SOIL SA21PLES OBTAINED AT DEPTHS OF 63 4 I/O - SAMPLE MOISTINRE CONTENTS ARE 33% AND 31%, RESPECTIVE.LY. AREA INDICATED CN SITE PLAN, SHEET A. 12 MAMIEVERNG 'MI FOR 1 PRODUCT DELIvERY TRICK R22 3/6 (TILER 13 LOCATION MAP OIL WATER SEPARATORS 81 OTHERS 14 — - - 15 ( — —rE1— MARK Pre SEP. P1 16 \ 'CO 1'-Pirmit Revisions General Bid CONSTRUCTION SCALE: 1" =20 [ 0 10 20 4> 40 60 80 %MEN= 1•1111111111 a 2 - JEV •-•-• Sed CDS# h 41 M SHEET METAL FASCIA, COLOR TO MATCH BUILDING FASCIA 12" 5Q. CANOPY COLUMN 13" HIGH METAL ISLAND FORM 6" DIA. CONCRETE FILLED GUARD POST OUTLINE OF DRIVE SLAB 1 CANOPY FOOTING >EAST ELEVATION SCALE:.''4 " =I' -0" J - I — --- -. — L J— L > CANOPY LIGHTING PLAN SCALE: '4 " =I' -0" TYPE "D" FIXTURE w/ PC- (1) 100w HIGH PRESSURE SODIUM LIGHT FIXTURE a HIGH SPEED DIESEL DISPENSER' HIGH SPEED METER FOR DYD DIESEL FUEL GUARD POST, SEE DETAIL THIS SHEET. GREEN SAW CUT 2'4" FIRE EXTINGUISHER MOUNTED TO COLUMN 8 ", , THICK CONCRETE SLAB 8 9 i0 11 12 13 14 15 16 Il 18 > NORTH ELEVATION SCALE: '4 " =I' -0" DRIVE SLAB PLAN SCALE: '4 " =I' -0" 1/2" FIBER EXPANSION JOINT 2 CONCRETE ISLAND STEEL FORM MULTI - COMPONENT POLYURETHANE SEALANT CONCRETE SLAB EXPANSION JOINT g ISLAND NTS •4 BARS a 12" OC. EA WAY FINISHED GRADE CARD READER GASOLINE DISPENSER OUTLINE OF CANOPY FOOTING BELOW 6" m STEEL PIPE FILLED WITH CONCRETE CONCRETE REINFORCING PER PLAN. CONCRETE FOOTING (SEE PLAN FOR TOTAL NUMBER OF GUARD POSTS) 2- 006-- ( F3 k\ t2Y GUARD POST DETAIL NOT TO SCALE EXCERPT FROM SOLE ENGINEER REPORT (As prepared Ps GenEngineers, dated Decenbe• 22, 1998, pages 4 4 5.■ STRUCTURAL FILL ALL FILL. BENEATH STRUCTURES CR PAVEMENTS, AND WiT 4N UTILi "t TRENC -TES OR OTHER EXCAVATIONS BENEATH STRUCTURES OR PAVEMENTS SHOULD BE PLACED AS STRUCTURAL FILL. STRUCTURAL FILL MATERIAL SHOULD BE FREE OF DEBRIS, ORGANIC CONTAMINANTS, 41• ROCK FRAGMENTS LARGER THAN ABOUT 6 INCHES. THE WORKABILITY OF MATERIAL FOR USE AS STRUCTURAL FILL WILL DEPEND ON THE GRADATION AND MOISTURE CONTENT OF THE SOIL. AS THE AMOUNT OF FINES (MATERIAL PASSIM THE U.S. NO. 200 SIEVE) INCREASES, SOIL BECOMES INCREASINGLY MORE SENSITIVE TO SMALL CHANGES IN MOISTURE CONTENT ADEQUATE COMPACTION BECOMES MORE DIFFICULT OR IMPOSSIBLE TO ACHIEVE. IF FILL MATERIAL 15 IMPORTED TO THE SITE FOR WET WEATHER CONSTRUCTION, WE RECOMMEND THAT IT BE A SAND AND GRAVEL MIXTURE SUCH AS HIGH QUALITY PIT RUN, WITH LESS THAN 5 PERCENT FINES. STRUCTURAL FILL SHOULD BE UNIFOFd'1LY COMPACTED IN HORIZONTAL LIFTS TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (MDD, DETERMINED IN ACCOR- DANCEWITH ASTM D -155' (MODIFIED PROCTOR). PAVEMENT SUBGRADE SOILS AND UTILITY. TRENCH BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF THE MDD UP TO WITHIN THE UPP�tR 2 FEET, THE UPPER 2 FEET SHOULD BE COMPACTED TO AT LEAST 95 PERCENT. THE LIFT THICKNESS USED DURING PLACEMENT AND COMPACTION WILL DEPEND ON THE MOISTURE AND GRADATION CHARACTERISTICS OF THE SOIL AND THE TYPE OF EQUIFMENT.. BEING USED. IF NECESSARY, THE MATERIAL SHOULD BE MOISTURE CONDITIONED TO NEAR - OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. IN OUR OPINION, DURING DRY WEATHER CONSTRUCTION, ANY NONROMANTIC ON -SITE SOIL MAY BE CONSIDERED FOR USE AS STRUCTURAL FILL, PROVIDED IT MEETS THE CRITERIA DESCRIBED ABOVE IN THE STRUCTURAL'. FILL SECTION AND CAN BE COMPACTED AS RECOMMENDED. IF THE MATERIAL 15 OVER OPTIMUM MOISTURE CONTENT WHEN EXCAVATED, IT WILL BE NECESSARY TO AERATE OR DRY THE SOIL PRIOR TO PLACEMENT AS STRUCTURAL FILL. SLAB -ON -GRADE SUPPORT IN OUR (GeoEngineere) OPINION, PROVIDED THE SITE IS PREPARED AS. RECOMMENDED, ESTIMATED SLAB -ON -GRADE FLOOR AREAL LOADS OF UP TO 400 PSF COULD BE SUPPORTED ON A MINIMUM OF 2 FEET OF COMPACTED STRUCTURAL FILL AS PREVIOUSLY RECOMMENDED. WE RECOMMEND THAT SLABS -ON -GRADE BE DIRECTLY UNDERLAIN BY 4 TO 6 -INCH THICKNESS OF GRANULAR BASE COURSE MATERIAL CONSISTING OF CRUSHED ROCK OR WELL GRADED SAND AND GRAVEL WHICH CONTAINS LESS THAN 3 PERCENT FINES BASED ON THE MINUS 3 4 -INCH FRACTION. WE ESTIMATE NAT SETTLEMENT OF A CONCRETE SLAB SUPPORTED AS RECOMMENDED ABOVE WILL BE LESS THAN 1/2- INCH OVER 50 FEET. O\ l3l N MARK I&1AN00 DATE IA sot use drewivg vv r ^nvrtrunlvv Ic a i"iti"led REVISED PER CLIENT'S REVIEW Caryl Beethe Ds, Consulhant / Otver REVISIONS RECcIVED nnY O� TUI<WILA ERMI7 rcn T €� cANop'r ELEVATIONS, DIANE SL,45 4 LIGNTIN SEGALE BUSINESS PARK 5811 SEGALE PARK DRIVE G TUKWILA, WASHINGTON Cary1's Design Services Convenience Store, Car Wash & Refueling Facilities Crown Point Corporate Plaza 4030 Lake Washington Blvd. NE, Suite 200, Kirkland, WA. 98033 Office Phone: 425-576-0988 Mobile: 206- 890 -8157 Page:, 206 - 994 -9094 Fax: 425 - 576 - 1539. CDS REVIEW Preliminary Plume SEPANariance Planning Phase Building Permit Permit Revhions General Bid CONSTRUCTION NITIAL CJB CJB DATE 1650599 JAN2000 DATE 2950V99 CJB Date: 15NOV99 INITIAL Dr. Br: Caryl for Joe Hall Construction Appr CDS# 99 - 2s Sheet 2 31" 4` MANHOLE, TYPICAL VeSer -. 11 3 CANOPY DRAIN / • 14 4 , _ JOIE LOCATION k 1F SUBMERSIbLE 1•• MANHOLE-4 6Nfe / „ 2 FIBERGLASS VENT LINE 3° CA.Nopy DRAIN r FIBERGLASS PRODUCT LINE SECONDARY CONTAINMENT 2" STAGE II VAPOR RECOVERY LITE 2 FIBERGLASS PRODUCT LINE al/ SECONDARY CONTAINMENT r GAL, VENT Rf 5ECbLL11 MOWED, ECEND • TIM ABOVE TOP oF'CAT. ,•• i - - S nC° TAGI Ld'A t f r '67± VENT ,LOCATION7fi 31 • INAN-10LE I/3 HP I TA BIBLE 9111 •O 15, R LOCATION //' OBSERVATION TEST LLELL/' of kV • MANHOLE — -- 11 11 iH L / STORM DRAIN, BY OTHERS IRRIGATION LINE, BY OTHERS SANITARY SEWER BY OTHERS WATER LINE, BY OTHERS 5 ANNULAR.5PACE MONITOR w/ 15" • MANHOLE TAW LIFT L. TYPICAL 5 HP SUBMERSIBLE Fikr , . VENT b_CC ION `, ( FILLliff6 k/ T : / is„ At4. 10CATION`, / ------- 4 ;1,R / 5 HP SCEMERSIBLE f/ ATION TEST WELL:. 'OLE NO CON CTO THE (2) 54P 66 4s1FdL . DTP PIESEP SUBME J 6 (2)2" FIBERGLASS VENT LINES 3" FIBERGLASS PRODUCT LINE il . CONDARY CONTAINS* (2) 2" GALV. VENT RISERS, \ COLUMN MOUNTED, EXTEND IS" MIN. ABOVE TOP OF \ CANOPY PER 1991 UFC. a POWER BY OTHERS FILL LOCATION w/ SPILL CONTAINS* MANHOLE GASBOT 618PHN5EFC 953. EMEtRGBNCY a-ur c* VALVE. EAST ACCESS SUMP FETROVENP K��-4 GASBOY DISPENSER 91524XCXF, DIESEL EMER6ENCY 51-UT OFF VALVE, I EAST ACOSS5 atiP TCS 100 METER ai/ 6OSE STAND, 3" EXTERNAL EMERGENCY VALVE i EAST ACCESS *IP • • • • • c.".• • • • 5 10 STOW DRAIN, BY OTHERS 11 12 13 14 16' MAR< 16 CDS REVIEW Preliminary Phue SEPA/Varianee Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION . go=cit ."g unlas 10 &CALE: l''.10'-0" 18JAN00 REVISIONS PER CLIENTS REVIEW. DATE REVISIONS FETROLELJM 4 VENT PIPING 1_4'10LJT SEGALE BUSINESS °ARK 5811 SEGALE PARK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Design Consultant / Owner & Refuelhg Facilities Crow n Point Corporate Plaza 4030 Lake Washington Blvd. NE, Suite 200, Kirklard, WA 98033 Office Phone: 425-576-0988 Page: 206-994-9094 Fax 425-576-1539 INITIAL CJB cJ 11 DATE 1660539 JAN2000 ' L7: 2 " 3 ciryT . PERMIT CFNTFP DATE 29440539 0 Mobile: 206-890-8157 CA3 INITIAL Date; IENOV99 Dr. By Caryl for Joe Hall Construction APpr: CDS 95 Sheet F51 M PRODUCT, VAPOR OR VENT PIPING / ASPHALT PAVING BASE MATERIAL NOTE: SEGALE BUSINESS PARK PROJECT SHALL BE ASPHALT PAVED. 2" GALV. VENT RISERS FROM U.G. TANKS. (REFER TO SITE PLAN FOR QUANTITY) SHEET METAL BLDG. WALL OR MASONRY WALL. UNISTRUT MIN. iii. 6 IR" PIPE TRENCH 6" 6 PLAN VIEW 8" CONC. SLAB PEA GRAVEL NOTE: CONDUIT, AIR AND WATER LINES TO CROSS PERPENDICULAR TO PIPE. PIPE CLAMP VENT CAP, EBW 2" SO2 NOTE: VENT RISER MUST BE 5' -0" MIN. DISTANCE FROM ANY PROPERTY LINE, PER UFC CODE, 1591 ED. UNISTRUT, ATTACH TO EXIST. MASONRY WALLS W/ LAG SCREWS (IF APPLICABLE) PIPE CLAMP 2" GALV. COUPLING 2" m GALV. RISER FINISH GRADE (2) 2" GAL, SO. ELLS 4 NIPPLE SWING JOINT 2" N.P.T. FIBERGLASS ADAPTOR CONCRETE FOOTING VENT RISER SUPPORT 4 2" E FIBERGLASS VENT LINE 5 VENT RISERS, SEE SITE PLAN FOR ACTUAL LOCATION. INSTALL MAXIMUM SLOPE FROM TANK UP TO VENT RISER (MN. SLOPE I/4 "/FT., 6 2 o VENT LINE, SLOPE 1/4" PER FOOT MINIMUM DOWN TO TANKS. 8 4 MEAL [SLAB FORM DISFE.ER 9.3iP TANK LEVEL MONITOR EBW W. MANHOLE ✓ SK1 SPILL CONTAINMENT FILL MANHOLE. EMU 5 GAL INTERSTITIAL SPACE MANHOLE, BBL IS' ail 12" SKIRT MIN. RAD. 41/2• Or UOL 3. ALL TANK SUMPS TO CONTAIN A LIQUID PROBE_ ii DOUBLE WALL FIBERGLASS PIPE IS USED FOR SECONDARY CONTAIN -TENT ON PRODUCT PIPING 2 a VENT LINE, TYP. STAGE 1 VAPOR RECOVERY EBW IS" MANHOLE w/ 12" SKIRT UNLEADED FUEL ONLY DOUBLE WALL PRODUCT LINES. SLOB 1/ PER FOOT (MIN) FROM DISFEN44 S TO TANK 12 O 1 UNDERGROUND TANK AND PIPING ISOMETRIC 710 SCALE NOTES_ 1, PIPING PLAN 51-1OWS TYPICAL PIPING: FOR MULTI- PRODUCT DISPENSERS. SEE PLANS FOR SPECIFIC TYPE OF DISPENSERS TO BE AT THIS LOCATION. 2. ALL PRODUCT LINES ARE TO BE SECONDARILY CONTAINED. 4_ CAULK BOTTOM OF DISPENSERS TO INSURE WATER TIGHTNESS_ 5. PERPENDICULAR PENETRATIONS OF CONTAINMENT SUMPS PREFERRE 20' IS MAXIMUM ALLOWABLE PENETRATION ANGLE. 0200o o Lr3 GROUND LEVEL G NOTE= THIS ISOMETRIC IS PROVIDED FOR THE SOLE CONVENIENCE OF THE CONTRACTOR AND REVIEWING AGENCY, FOR SPECIFIC SITE LAYOUT AND PRODUCT PIPING RUNS, REFER TO SHEET Al AND FS1. 13 POMECO 31" DIA. MANHOLE SEE 517E PLAN FOR EXACT LOCATION OF STORAGE TANKS_ 42 "DIA. TANK COLLAR 4 RISER NOTE: FIBERGLASS SUMP SHOILN IN SECTION FOR CLARITY. 5 NOM WHERE ELECTRICAL CONDUIT PROJECTS THROUGH BOX SEAL TOp WITH PETROLEUM COMPATIBLE SEALANT, TO PREVENT ANY PRODUCT FROM ENTERING CONDUIT RUN. PARTITIAL MATERIALS LIST: - 110145-3230 TITEFLEX 2"x30" Mxn w/ SWIVEL - DF2416 EAST ACCESS SUMP, FIBER GLASS, UNCUFFED - BA0004 TC SHEAR VALVE BRACKET ASSEMBLY - 642- 410 -02 EBW I!=" EMERGENCY SHUT OFF VALVE - 60V -1000 OPW I" VAPOR SHEAR VALVE - 2" 4 3" BULKHEAD FITTINGS MARK DATE CDS REVIEW Preliminary Phase SEPA/Vaciance Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Mar nr lees ieitieled INITIAL CJB CJB DATE 16NOV99 JAN2000 IS COMPRESSION CLAMP (TYP.). O DISPENSER SUMP AND PIPING F Ee€TaEIT CITY OF TUKWILA PERMIT CENTER REVISIONS INITIAL, TIN SCkE1" CAT!C 4 DETAILS SEGALE BUSINESS PARK 5811 SEGALE PARK DRIVE C TUKWILA, WASHINGTON Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Desogn Consuhant / Omer & Refueling Faciltes Crown Point Corporate Plaza 4030 Lake Washington Blvd. NE, Suite 200, Kirkland, WA 98033 Office Phone 425 -576 -0988 Motile 206- 890 -8157 Page: 206- 994 -9094 Fax 425 -576 -1539 DATE Date•, 16N0V99 Dc By Caryl for Hall Construction Appr. GDS# 9 99 -28 Sheet FS2 IS" DIA. MANHOLE w/ 12" SKIRT LABELED "MONITOR" OR "MONITORING WELL ". SLIP ON P.V.C. CAP DRILL HOLE FOR BUSHING SUPPLIED WITH PROBE. 2 /18 ro MANHOLE W/ 12" SKIRT AND SECURED LID. LOCKABLE CAP PEA GRAVEL MONITOR TAG AND HOLDER 2" BENTONITE SEAL TANK BOTTOM L 0 4" MAX JUNCTION BOX UNF UNION. EYS SEAL OFF 3/4" RIGID GALV. CONDUIT. RIGID NON - METALLIC CONDUIT SCHEDULE 40 ANNULAR SPACE MONITOR SCALE: 1 " 41' -0' SCH. 40 PVC CAP 4" OR 6" SCH. 40 FACTORY SLOTTED P.V.G. WELL SCREENS (MAXIMUM 005" - 002" HORIZONTAL SLOTS./ MONITOR WELL SCALE: 1" =1 4" GALVANIZED RISER STEEL PLATE OPW 4" FILLPIPE ADAPTOR 4 4" TOP SEAL CAP 4" NIPPLE SPILL CONTAINMENT MANHOLE 4" ALUMINUM FILL TUBE 4" SCH. 40 PIPE RISER TANK', FITTING-', PRODUCT TAG HOLDER CD FILL DETAIL SCALE: 1 " =1 O E MIN SPILL CON AINMENT MANHOLE 4" SCH- 40 FIFE RISER EXTRACTOR FITTING VAPOR RETURN — LINE, FLEXIBLE CONNECTOR (SEE PLAN/ PLUG OUTLET IF NO VAPOR RETURN LINE. TANK FITTING DEADMAN ANCHOR, SEE NOTE 6. D2o bcY QL3 VAPOR/VENT DETAIL SCALE. 1° =1' -0 � .. STEEL PLATES UNDER EACH OFEENING BY TANK MANUFACTURER VARIES PER. TANK SIZE VERIFY WITH TANK MANUFACTURER •SET TANK DEPTH TO ALLOW PRODUCT, VAPOR AND VENT LINES TO SLOPE I/4" PER FOOT MIN. DOWN TO TANK vAr=OR RcGOV. ^vdY ADAPTOR AND CAP 4° 504 40 NIPPLE 4 " -30d. 90% FLOAT VENT/ VAPOR VALVE 11 r0$r L. F' EXIBr E CR0LCTI011 PEA GRAVEL BACKFILL 0 FIBERGLASS TANK AND EXCAVATION SECTION SCALE: 1/4 " =1' -0" 4" CAP ON RISER GENERAL NOTES- L ALL GASOLINE TANK RISERS AND FITTINGS TO BE SCHEDULE 40 GALVANIZED STEEL PIPING. ALL DIESEL RISERS AND FITTINGS TO BE SCHEDULE 40 BLACK IRON. 2. PRODUCT AND VENT LINES TO BE 2" or 3" FIBERGLASS PIPE, REFER TO FS1. VAPOR LINE SIZE TO BE 2 ", AND IS REQUIRED AT GASOLINE TANK ONLY. 3. ALL STEEL PIPING AND FLEX CONNECTORS TO BE PRIMED AND WRAPPED. MIN I8" b MANHOLE w/ 12" SKIRT TLM RISER DETAIL SCALE: 1 "=1' -0' /— FOR DETAIL OF TANK SLAB P54. EXTRACTOR FITTING OVERFILL VALVE' 4" ALUMINUM FILL TUBE SLOPE TANK I" IN 10' DOWN TOWARDS FILL END 48" FRP RISER 42" TANK COLLAR 4" 50H. 40 NIPPLE — 4" 300" COUPLING 4" SCH. 40 RISER TUBE 3" MIN. 4" MAX STEEL PLATE 2" NIPPLE 2" PLUG 2 "OR3 "'T' FULL PORT BALL VALVE, 2" (UNLEADED), 3" (DIESEL). PIPE CAP 01TH HOLE FOR CONTROL WIRES CONTAINMENT SUMP I/2" CONDUIT TO ANNULA S ?AGE MONITOR I" PVC P'PE OPEN AT BOTTOM. ATTACH TO SUMP AS NEEDED FOR SUPPORT 45" F.G. MANWAY RISER 2 x FLEX. CONN. (UNLEADED) 3"4 x FLEX CONN- (DIESEL) MALE x MALE SUMP SENSOR SPARE. 4" BUNG FITTING W/ 22" MANWAY 0 PUMP DETAIL CONTRACTOR SHALL' VERIFY THAT THE TURBINE' ASSEMBLY WILL BE BETWEEN 4" TO A ABOVE THE TANK BOTTOM. DO NOT INSTALL TURBINE °UMP ASSEMBLY IF IT IS LESS THAN 4" FROM 'BOTTOM OF TANK. 4. SEE SITE PLAN FOR EXACT LOCATION OF PRODUCT TANKS. 5. SEE SITE PLAN FOR VENT RISER LOCATION. 6. PROVIDE DEADMAN ANCHORS AND STRAPS TANK MANUFACTURERS RECOMMENDATIONS. 100 MARK DATE Caryl's Design Services Caryl Beethe Convenience Store, Car Wash Design Consultairt / Onrer & Refueling FadiSes Crown Point Corporate Plaza 4030 Lake Washington Blvd. NE, Suite 200, Kirkland, WA 98033 Office Phones 425- 576 -0988 Motile: 206- 890 -8157 Page: 206- 994 -9094 Fax: 425-576-1539 CDS REVIEW Preliminary Phase SEPANadance Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do not use drawing umernmei�a NOTE: USE UNISEAL PENETRATION GROMMETS ON PENETRATION HOLES TANK EDETAIJLS INITIAL CJB CJB 37" or 42" MANHOLE 2" UNION 2" CLOSE NIPPLE PEA GRAVEL 1'41 w USOINE PUMP REVISIONS SEAL OFF 3/4" CONDUIT TO ELEC. PANEL (PUMP POWER) SCALE 1 ".i' -0" DATE 1 6NOV9 9 JAN2000 2" or 3" SCH. 40 FRP SELL x THREADED MALE COUPLING 2" or 3" FRP WITH 3 or 4" FRP 5ECONDAR CONTAINMENT PIPE. (SIZE PER PLAN) PENETRATION GROMMET. CONTR SHALL DRILL PENETRATION HOLES SEGALE BUSINESS PARK 5811 SEGALE PARK DRIVE C TUKWILA, WASHINGTON DATE ECEIVED CIT R ur iUKWILq nonhor INITIAL Data I6NOV99 Dr Br Caryl for Hall Conetructlon Appr. CDS# 55-28 Sheet FS3 /YARD SURFACE 4 REINF. PER PLAN booCVC `:-74 3 SLAB EDGE DETAIL 42" DIA 0 (ASPHALT YARD ONLY) SCALE: 1"=1' -0" 42" DIA 0 2' -0 TANK SLAB SECTION 66 14' -4" 31" DIA. imilipstutrilineur,ittrirmairaj ■■{■■■■■ ■11■■ •�• a{a:�a ■m ■ ■ ■■ u® i■a=1 in i {la■ ..111W1 ■ ■owU' lorzi "® ■IIIliL ®gfi II I•ttUlII• l�l !! ! ®1■F01101 ■ IIIe®(g ■ aims OMEN #11114•11d11 1! 111:®da��iL , : �fil (I=0 11 �� !� mer.N■ ■ o - a:l� = ■ iii r 0x : O i:ii ilalmom'TmE II•IHIHHhI!!I 11IHIi1111101 r ■II■1 ■= ■S■■ ■11■m1® {■Ii■u■_■■� ■■■Ifaa■MI ■ ■11 ■ ■ ■1!AMP ®1L■ ®PMT 111■1101■■IA•ii111�■ —� ■■11 1r s!!II , ■ l.®r" Emaxansi mmih.ambriam IIIIILIIELIM ■ ■11 ■ ■■ ®1111• �■ ■1111�� 1111111■IIIIL®111 PIES. I0 -0" Tn CL SEALANT: BURCE X314 OR EQUAL REINF. PER PLAN 2 -"6 BARS, EA. SIDE OF MANHOLE. SLAB REINFORCING DETAIL SCALE: I"=I' -0" NOTE: US OF T-4 CONT' JOINT 0 Q REINFORCING CONTINUES ACROSS JOINT ® SAW CUT JOINT DETAIL D SCALE: NONE) 0 SAW CUT 2 DEEP ADDITIONAL REINFORCEMENT 2' -0" N.T.S' 0 0 2 1 J MANHOLE 1 MANHOLE 4 MANHOLEI J J uJ 0 Y Z Q 0 SPILL CONTAINMENT - F1ANHOLE 0 0 d MANHOLE 0 MANHOLE V MANHOLE O F O Q E 4 w a i NTS 2 11 41 MAN:40LE ED SLAE AND REINFORCING PLAN SCALE:1 /4"=I' -0" CA3 MANHOLE d MANHOLE I MANHOLE 1 = W O a N 0% SPI d 6r a z mlF r/ MANHOLE IIY E w � � -C I I GENERAL NOTES: I. WRAP AROUND MARKER TO BE INSTALLED IN EACH CONTAINMENT SUMP. 2. ALL COVERS, GASKETS, AND SEALS TO BE IN PLACE AND WATER TIGHT. 3. CONCRETE SLAB SHALL HAVE A BROOM FINISH. 4. CONCRETE SLAB TO BE SEALED. E' S A BE SUPPORTED BY 6" CHAIRS (DOGE). 2 -s6 BARS, 9' -0" LG. EA. SIDE OF MANHOLE 2 "6 BARS, 0 -0" LG. EA. SIDE OF MANHOLE- .4 BAR a !2" O.G. EACH WAY. MONITOR WELL (TYP. OF 2), SEE (REFER TO F51 FOR LOCATIONS) laJAN00 REVISED PER CLIENT'S REVIEW. MARK DATE REVISIONS SECzALE BUSINESS PARK 5511 SEGALE PARK DRIVE C TUKWILA, WASI— IINGTON TANK SLAB PLAN, SECTION' 4 IDETAILS Cary1's Design Services Caryl Beethe Convenience Store, Car Wash Design Consu00 / Owner & Refueling Facilities Crown Point Corporate Plaza 4030 Lake. Washington Blvd. NE, Suite 200, Kirkland, WA 98033 Office Phone 425 -576 -0988 Mobile: 206 -890 -8157 Page:, 206- 994 -9094 Fax: 425- 576 -1539 CDS REVIEW Preliminary Phase SEPA/Varlance Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do cot uae tlmMeg uv wcetru V Icu ivili"Icd INITIAL CJB CJB DATE DATE 6NOV99 JAN2000 HEIV[D CnY OGCF TUKYyILA PERMIT CENTER 29NOV99 CJB NITIAL Date: 16NOV99 Dr. By: Caryl for Hali Construction Appr. CDS# e9 -2a Sheet FS4 ROOF DRAIN & OVERFLOW - -- 515x1/4 T.S. s. 5.5o/4 Es. -- -ROOF ORAN & OVERFLOW SID_.AP CONNECTION A -1FI 12x121} T.S. ❑ O ❑ 5150/4 T.S. 1+)' MTL. DECKING -- 515x1/4 TS. 515x1/4 T.S. 505x1/4 TS. ( ROOF DIAPHRAGM SCHEDULE . ZONE I MAX JOIST DECK SPAY GAGE PIN PATTERN SID_.AP CONNECTION I ® I 6'-0 1 22GA 36/7 SCREW O 6 "0 /4 4J.. 17'_4• 6' -0" 7 6' -0" r B F. ❑ I I L J F7.0 FOUNDATION PLAN NOTES 1/4" = 1' -0 1 TOP OF S. ON GRADE IS AT DATUM ELEVATION 0 -O (U.N.O.) CENTER FOOTINGS ON WALLS OR COLUMNS, (U.N.CI ) SEE DWG- S1FI FOR GENERAL NOTES. SECTION A -1FI 0 0 O PLAN 11" BASE 1L' w/8 1'0 ALL THREAD ROD r 1 ❑ 1 1 L J \ - - -- 121124 T.S. SECTION B -1FI 3/4" = 1' -0" F7.0 pl.. P a r "• p K \ �1IIIt7�1l il EXTEND 1/4" PAST DOUBLE NUT TOP & HOT. 1 , . —_1/2 WASHER T. SAME \ ` -8 //6 T. &8. E0. WAY SIZE AS COLUMN ERG. 'R -- -M3 Ei TIES 0. 11"0/0 f ROOF FRAMING PLAN NOTES PRFI ENISHED MTL SIDING PANEL --� 5' -6" J 2" r 1S-0" SCALE: SECTION C -1FI SECTION D -1FI PREFINGHED METAL CAP r <EA STUD �. V1- 12 \ TYP. MTL DECK 31". MIL STUDS O', 24 "0 /0 DO PLYWOOD OR SHEET METAL [o NO. U PINS PEN. SHEET O EA SUPPORT PIN PATTERN T �T INSTALS. DECKING & CONNECTIONS PER COO REPORT }'4373 2) USE MILS POWER ORIMEN PPS EDNN/EDNK22 3.) SIDE LAP FAS [rNS' S .pHA LL BE #10 SELF DRILLING SCREWS. 4.) DECKING SHALL EE 1+2 TYPE "B STEEL DECK A.,0 SHALL BEM ON SUPPORTS A MIN. OF 2 660 0 y3 GENERAL NOTES THE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW) WIND 80 MPH, EXPOSURE C SEISMIC ZONE 3 FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 2500 PSF IN ACCORDANCE WITH SOILS REPORT [0291- 011 -00 DATED 12 -22 -98 PREPARED BY GEOTECHNICAL, INC. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL, SEE SOILS REPORT. COMPACT PLL STRUCTURAL FILL AND BL PER D-1557 MU SOILS ENGINEER'S RECOMMENDATIONS. DETERMINE MAXIM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE URDERLAYMENT. CAST-IN-PLACE-CONCRETE F'c = 4000 PSI FOR ALL CAST -IN- PLACE- CONCRETE. ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE M AY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES OR BY WATER - CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. IF WATER - CEMENT RATIO METHOD IS USED, MAXIMUM WATER- CEMENT RATIO SHALL CONFORM WITH TABLE 19 -A -7 OF UBC. NIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERI T SHALL BE IN ACCORDANCE WITH THE UPC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCES, FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 11/2% TOTAL AIR CONTENT FOR CG"CRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE. WATER REDUCING OR SUPERPLASTICIZING ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER. CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. RE WORCING STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy=60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0' MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0 MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH 'ACT MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WAIF) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACI SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER M6 . NR E L +:CER 2 95 AND SMALLER 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS. 14 AND LARGER t -1/2 'N11 AND SMALLER 3/4 BEAM'o, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS I -7/2 PRESTRESSED CAST -IN -PLACE E CONCRETE (APPLIES TO PRESTRESSED AND 'NONSTRESSED. REINFORCEMENT, DUCTS AND ND FITTI CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO'EARTH OR WEATHER '.SLABS, WALLS: JOISTS OTHER MEM7c - RS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 3/4 'BEAMS,. COLUMNS PRIMARY REINFORCEMENT ' -1!2 TIES, STIRRUPS; SPIRALS REINFORCING STEEL WELDING USE ASTM A706 GRADE B0 (fy = :60000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI/AWS D1,4 52, 'STRUCTURAL WELDING.. CODE - REINFORCING STEEL USE E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI/AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR NO. 7 THROUGH NO.11 BARS. :DO NOT WELD N0. 14 AND NO.18 BARS. DO NOT:WEL.D WITHIN-3-INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES: STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "DISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION. OF STRUCTURAL STEEL FOR BUILDINGS" , AND THE :'CODE OF STANDARD PRACTICE'. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy= 36,1100 PSI) TUBE SHAPES' ASTM A-500, GRADE B (Fy= 46,000 PSI) PIPE SHAPES ASTM A-53, TYPE E OR S, GRADE B (Fy =35,000 PSI) WELDIEAD STUDS ASTM A -108 (Fy= 50,000 PSI) ANCHOR BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325 BASE PLATE GROUT ASTM C -1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19D FOR CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL". WELDS NOT SPECIFIED SHALL BE 1/4' CONTINUOUS. FILLET MINIMA/.. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI.. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED.' WELDHEAD STUDS (WHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILTI KWIK BOLTS' - INSTALL IN ACCORDANCE WITH ICBO REPORT N0.4627 MASONRY ANCHORS - "HILTI SLEEVE :ANCHORS' — INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR :ITEMS TO BE GALVANIZED., STEEL ROOF DECK NERCO'. HSB -36 - 1 -1/2" HIGH X.36' WIDE GALVANIZED STEEL ROOF DECK. 'CONFORM WITH ASTM A653 SO GRADE :33, MINIMUM YIELD'38 KSI WITH G60 GALVANIZED COATING. MATERIALS AND'INSTALLATION SHALL ALSO CONFORM WITH ICBO REPORT 2078P. SEEPLAN FOR DECK GAGE AND CONNECTIONS.' SEE ARCH.. FOR PRIME PAINT REQUIREMENTS MINIMUM EFFECTIVE-FUSION AREA OF PUDDLE WELDS MUST BE 3/8 BY 1" OR',1 /2". DIAMETER. SEAM. WELDS MUST BE A MINIMUM OF 1 -1/2 'COMPLY WITH A. D1.3. JSE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. USE :. NERCO SHEARTRANZ WHERE INDICATED 'ON PLAN. OTHER ROOF DECKS AND'ATTACHMENT PATTERNS MAY BE' CONSIDERED PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD. CAPACITY.. LIGHT GAGE' 8IEEL FRAMING AS NOTED ON PLANS. 14 4 16 GAGE SHALL CONFORM TO ASTM 446, GRADE D. 18 GAGE 8 LIGHTER SHALL '. CONFORM TO ASTM 446, GRADE A. LIGHT GAGE FRAMING TO HAVE THE FOLLOWING MINIMUM PER PROTIES: CALLOUT 2-1/ GAGE I(IN4) 1.617 A(IN2) Ty(IN) C6X14. 6X2 -M/2 14 4.847 1.817 0.860 - -- C 5 3 -1/662 18 0.455 0.472 0.328 0.749 C3 W 5/8618 3- 5/8X2. 18 A 0.472 0.328 0.749 PROVIDE BRIDGING PER MANUFACTURER'S STANDARDS. RDS SHOP DRAWINGS SUBMIT 2 SETS OF PRINTS AND 1 SET OF !REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED 8 STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: GLU -LAMS, STRUCTURAL STEEL, MISCELLANEOUS STEEL, REINFORCING STEEL AND TRUSSES R ECEiRV E.f J. _002 2 5 2000 CptiSi''.,i 7`f SHEET N0: S1FI 0 J06 NO: 99024.006 ENGINEER: D.E. K DRAWN: S.V. DATE: 2 -8 -00