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HomeMy WebLinkAboutPermit B92-0375 - SOUTHCENTER OIL COMPANY - TANKS, CANOPY, PUMP ISLANDS AND KIOSKr, �.:; .� D DU ThC TER OIL C o. w TO: Jane Cantu, City Clerk FROM: Ann Siegenthaler RE: CASH ASSIGNME ' RELEASE -- Southcenter Oil DATE: September 21, 1993 Depositor /Address Mr. Jim Thorpe Southcenter Oil 730 South Central P.O. Box 38 Kent, WA 98035 M E M O R A N D U M On June. 30, 1993, Southcenter Oil submitted a Cash Assignment with a Developer's Project Warranty Form. The Cash Assignment was required by the City to guarantee completion of site improvements for the Southcenter Oil development project. The required site improvements have been completed to the satisfaction of the City. Therefore, I request that you release the above described Cash Assignment, and return the funds to the. depositor named, below. Project /Address ' Permit Amount Southcenter Oil B92 -0375 $1,460.70 13435 Interurban Ave. If you have any questions, regarding this release request, please let me know. Thanks. cc: File Mr. ` Jim Thorpe • Encl:. Copy of Project Warranty Request Form City of T1tkwi& Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B92 -0375 . Type: B -BUILD Category: NCOM Address: 13435 INTERURBAN AV S Location: Parcel #: 000300 -0028 Zoning: C2 Type Const: II -N Gas /Elec: Wetlands: Water: TUKWILA Contractor License No.: LEEMOGC231B1 TENANT SOUTH CENTER OIL COMPANY 13435 INTERURBAN AV . S," . TUKWILA, WA 98168 ARCHITECT ROBERT H. LEE & ASSOCIATES INC Phone: 206 746 -4677 1520 140TH AVENUE N.E. #200, BELLEVUE, WA 98005 CONTACT THORP JIM. Phone: 206 852 -2777 730 SOUTH CENTRAL, KENT, WA 98031 OWNER TEXACO INC Phone: 503 226 -3575 , UNIVERSAL CITY, CA 91608 CONTRACTOR LEE MORSE GENERAL CONTRACTOR Phone: 206 241 -8265 11017 16TH AVENUE S.W.,.SEATTLE, WA 98146 *********************************************** * * * * * * * * * * * * * * * * * ** * * * * * * * ** Permit Description: CONSTRUCT NEW CANOPY, PUMP ISLANDS & :KIOSK. INSTALL TWO UNDERGROUND STORAGE TANKS, 20,000 EACH SETBACKS Units: 000 Front: .0 Back: Buildings:: 001 ;Left: .0`' Right: . Fire Pro:tection: DETECTORS UBC Edition: 1991 Total Permit Fee: 666,,98 * * * * ** * * * * * * * * * * * ** * *_ ****************** * * * **** * * * * * * * ** * * * * * * * *'* * * * ** 14K . - Permit Cen u Signature I hereby certify that I have read and = exa'mi ned 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'`'th.is permit does not presume to give authority to violate or cancel the provisions of any;o.ther,state , or local laws regulating - r•i'z"ed' to sign for and obtain this buil_ing 'pe'rmi ~t (206) 431 -3670 Status: ISSUED Issued: 01/12/1993 Expires: 07/11/1993 Type of Occupancy: SERVICE STATION Slopes: Sewer: TUKWILA Valuation: .. 47,, 67.3.76 Signature:_ Da t e . / Print Name:____ es - /ho Title: d-ev. This permit' shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or, abandoned for a period of 180 days from the last inspection. 'Ci 7ttltwld J Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEDUCT /EXEMPT WATER METER PERMIT Permit No: PW92 -0322 Status: ISSUED Project Name: SOUTH CENTER OIL Site Address: 13435 INTERURBAN AV S Location: ALONG INTERURBAN AVE S Parcel #: 000300 -0028 Wetlands: Water Course: Slopes: Water Dist: TUKWILA Sewer Dist: TUKWILA Type: COM No of Units: 000 Square Feet: 104 Contractor License Number: ENANT SOUTH CENTER OIL 730 SOUTH CENTRAL AVE, - KENT.;:9 WNER TEXACO INC. 10 UNIVERSAL CITY ..PLAZA, UNIVERSAL NGINEER ROBERT H. LEE 8( ASSOCIATES 1520 140 AVE` NE, SUITE , 200, BELLEVUE 9800.5 ONTACT THORP JIM * *k* k *fit * ** * *7{r4** **,. * * *k,A * * ** **4 * ** * *k *kk Additional,66Scription: DEDUCT METER Developer .Construction.. Cost 1 40,000.00 (206) 431 -3670 / /'!tll <I f fti Issued: 01/12/1993 Approval Letter: 12/17/1992 Expires: 03/13/1993 Phone: (206)852 -2777 CITY, MICHAEL, L YRANITZ 91608' Ph6n.e�:..,.(206) 746 -4677 * * ** * * * 'k'k , 'k*•fh Phone: (206)852 -2777 **4i:444,4*********** METER INF,ORMA.TION: ;Water .Meter S 1.ze: 1 i00 Ouanti is Work Order; _ #: Type :: , DED *** *ti * *•k k: * * * *`kk* * * * * ** * * * *kA /`.* ** Yrk ** * * * i4 i k' * * * * * ** * *k * * *�hki4 **2 ?k * *; ** * * * *k • I hereby accept..h,i t s permit .and. agree to abide ' all -. app l i cab l e sect i bf the City of Tu�,wtl l a Municipal . Code. We 'agree ''tha:t the"Ci ty of rw w l p shall be held harmless .o•f` al l'. or any 'claims 'airising. a result of this projeOt1 Permits which have •lapsed beyon,d;•`the e pirati.on date shall requ-irer,.a near application and reiissuance of the 'permit' at;, an' addstiohal fee. THE APPLWANT MUST NOTIFY THE CITY IN$PEG'TOR' OF "COMMENCEMENTAND ; COMPLETION OF WORK AV:L,EAST 24 HOURS IN ADVANCE. } FOR . N I SPECTION CALL. 433' - .0179. 3 i t'_1 e : _ Company: * * ** * * ** * * * * *** . * 1k,********,******' k**.*********ti4 ** *4r* * *- **: * ** *,, **, ** APPROVED FOR ISSUANCE:. JAP Atftiiori zed. Perini e rite/f, J ° Signature Date k* * * * *'. * I hereby certify that the periiiA N.ho: e s °name and address appears on this record has satisfactorily met tie "standards and conditions for the Issued Ey: W16/9 3 Inspector Signature project approved herein. Final Inspection Approved B CAN1 c� (1 /1to Date c� �" cS p e. PV4v(Jk� cc2 Vae4I�Tto uu l l * *•k *k * * **k* 2 '1 ' “ * ** * *•k *' * * * * * * * * * *•k ** qeq ats r c I 1 of bEC(KcT vvtF lz. , cgs KA 1914.. ) Vq 3 OE • t'3 des ✓ BUILDING INSPECTIONS DATE INSP. — COMMENTS Footings Foundation/Slab Insulation Concrete Slab or Underfloor • Shear Wall Nailing Roof Sheathing Nailing Masonry Chimney (approx. mid - point) Framing (rough -in electrical , mechan- ical, plumbing to be completed prior Insulation Suspended Ceiling Raised Access Flooring System Gypsum Wallboard Fastening Pre - Reroof Pre -Demo Pre -Move Res Energy Code Compliance (elec.: heat) Fire Final Planning Final Public Works Final Building Final ✓ MECHANICAL INSPECTIONS DATE INSP. COMMENTS Rough -in /Vents /Ducts Smoke Detector Shut -off Planning Final (screening) • Fire Final Mechanical Final ✓ FIRE INSPECTIONS DATE INSP. COMMENTS Sprinklers Fire Alarm Hood and Duct • HaJon Monitor ✓ PLANNING INSPECTIONS DATE INSP. COMMENTS Landscaping Parking Screening • Building Design ✓ UTILITY INSPECTIONS DATE INSP. COMMENTS Sanitary Side Sewer Water Meter Other: • ✓ SIGN INSPECTIONS DATE INSP. COMMENTS Footing Sign Final (Planning) INSPECTION RECORD Call for lnc, _ectIon -- (206) 431 -3676 8 :30 AM - 5:00 PM When calling for inspections, please state the permit number, project name, site address, type of inspection, date inspection is needed (AM or PM), contact persons name and phone number. Call for Inspections at least twenty -four (24) hours In advance. All planning inspections must be completed and approved prior to final All utility permit Inspections must be completed and approved prior to Public Works final inspection — 433-0179 Other utility permits not noted below may have been Issued, and require Inspection and approval prior to final All fire inspections must be completed and approved prior to Fire final — 575 -4404 PERMIT NO. CONTACTED �-� t DATE READY DATE NOTIFIED r q3 l � 1 By PERMIT EXPIRES r i `-� 2nd NOTIFICATION 3RD NOTIFICATION BY: (init.) BY: (init.) AMOUNT OWING PLAN CHECK NUMBER Ea 03 -5 PROJECT NAME INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) TOTAL SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE FEET OCC. LOAD SQUARE OCC. FEET LOAD SQUARE FEET OCC. LOAD TOTAL SQUARE FEET DEPARTMENTAL REVIEW "X" in box indicates which W BUILD1NG: I 0- llp'96) initial review FIRE Z NaYi2 IT PLANN NG I PUBLIC WORKS i X -h C nk €y Qi Cz SITE ADDRESS APPRO t� :....:-.. > ......:.:.:.::. r t 1Icz - CONSULTANT: INIT: VBUILDING - final review REVIEW COMPLETED (BUILDING ;`HERMIT APPLICATION TRACKING departments need to review the project. TYPE OF CONSTRUCTION: IVI t'( UI EE . �NT� !: >CQhI Date Sent - 1 0- - a Date Appro ved - � -- C l ROUTEDL_ C 11 1u 16 FIRE PROTECTION: FIRE DEPT. LETTER DATED: IN / a a � - � 2 — ZONING: G2 IBAR/LAND USE CONDITIONS? ' Yes Li REFERENCE FILE NOS.: A z -c • c - coa5 INIT -'i' MINIMUM SETBACKS: N 10 ` I ' J E - aU W - 10 //1/3 UTILITY PERMITS REQUIRED? (r'Yes ( 1 No 9,Z PUBLIC WORKS LETTER DATED: INIT: I i 'Vt. rinklers etectors NSPECTOR: N/A 5 7 Z UBC EDITION (year): TOTAL I OCC LOAD I SITE ADDRESS SUITE # 134 35 t 1.tT .0 ?slkN ,&V! . VALUE OF CONSTRUCTION - $ 150 PROJECT NAMEJTENANT SoUTt-k Ce.t l"fiZ. OIL Gam P t.. / ASSESSOR ACCOUNT # DO 000 14v3 123 E3 (commercial) Demolition (building) 0 Other: TYPE OF New Building U Addition 0 Tenant Improvemen WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) DESCRIBE WORK TO BE DONE: C ' N 4 W Ci °f Pll•m t L.P43IS et. KIOSK. 1NST L.L (2.) U.S:T. 20,0 EA%. i _...- - BUILDING USE (office, warehouse, etc.) KtoSK 1 13e.. I.ASe.. z Fog. A NTTe.PJDANT Fog, GASOL.11 SAl._E•s . NATURE OF BUSINESS: cARA>L0c4 GAS FACGI L_t -Cy WILL THERE DE A CHANCE IN USE? No U Yes it'I'e5, rlt..w buildilly rmoil er mulls rimy naiad to be met. Please expla SQUARE FOOTAGE - Building: 10 Li. sri, Pr iam ace 256, 0 sz Or f ekpf Construction; OR HAZARDOUS MATERIALS IN THE BUILDING? W I THERE BE STORAcR OR I 1SF OF FI AMMARI F COMBUSTIBLE No 0 Yes IF YES, EXPLAIN: 0 9/09/92 CITY. OF' TUKWILA Department of Community Development - Building 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 PLAN CHECK NUMBER ADDRES" 08:25 FAX 2 931 3665 6131 tfi I- K I '002 Division DESCRIPTION. : : AMOUNT:! BUILDING PERMIT FEE PLAN CHECK. FEE BUILDING SURCHARGE .• OTHER: TOTAL. APPLICATION PROPERTY OWNER P HONE S °LATH c_e O t i Co m pp y 2 8 S 2 ADDRESS S CEtJ - C P . I _. , 61.�T, WA ZIPg -32. CONTRACTOR ...+4 69.T ___A icictitt L eiz, m �, r � r0.' CO PHONE SD 9.1 1 &S Vi on l (Qkh -(\\ L • 't) (K P VVA. S I . t..L)I■ I HAL I Uti LIUCIVSC fr LEE_ ARCHITECT RCl3t= iT t-1. LIE 4 AS CCC II -S, I . c.-E.V e.) PHONE . 2.1:34 ,,. -- - Ll (0 ADDRESS ISZ0 1 4o - n -1 AVE. me, SUt t6 2.0o t .k-l. aloe. , ZIPS S V11';^tHE >'SAME:TO ;: (l= ,Rt✓F3Y (;t =RTIFY TyAT :t .HIVE, READ;AND EXAMINI D 'THIS. AP.PLICATiON / NP .KN TFRUE'AND: AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT SIGNATttRE BUILDING OWNER OR AU t HUHIL AGENT PRINT ADDRESS 7 CONTACT PERSON J 1 M 1 1 0-- 16-C RCPT' DATE :.D ATE. Ear. uAlt ] �3� PHONE �, 7 clrrrzl� i8 APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, pleaae make shim to fill Hilt th application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community DNvelupinerll priur.to application submittal. Contact the Permit Coordinator at 431-3670 prior to submittin npplIonllen. Ir ell oovov, n ..•atuatrors amount ah•vld he entered bj tb,v wppltownt. MI* tl 'MU Lao ro•,'la•rrad and la subject to possible revision by the Building Division to comply with current fee schedules. • BUILDING OWNER / AUTHORIZED AGENT litho applioont io othcrthan the owner, rcglotered am hHcct/enginccr, pre ntroci licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal, EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application sl expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 11 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division al 431 - 3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 4 Ro q3 Applicant /Authorized A. - i. n. r:: AL 0 / ,, , Contact Person name): £ (9G M / �.��t�2 ll ��T Address: ' /5 ' //b n ' 4YY ,'UL I7,b Print Name: Ay/f (f7�.1,�j/C (,/ _,sprint Da ,,, t . / ,7 /q Phone: 4 .9 / • )2;2, 2, AC VOG Mie' Pe n0 Phone: 4cad • (2 124 Date Application Accepted: Date Application Expires: : .: .....:.::..........:::... PROJECT' NFORMATII Site Address: '' N? Name of Project: 16WILA QP�C 121.912' & It 9 `. Property Owner: Sou-R0 c4ivreyt. c I L /NC Street Address: 3 0 S0 U1 v C; kr( kt.. En. ineer: Street Address: 5 Contractor: (, moot 6006.a/2o, (at371'194L -70/1._ loC, Street Address: b (,(A`T >s ' Ll) King Cty Assessor Acct #: ✓ Ri "pp Q Contractor's License #: P ERMI TS REQUEST /73/9 WATER ::MET ::;DEPOSI REFUND /B ILLI 0 MONTHLY< > > >< >< Name: .SERVICE: BILLINGS'TO!';`` < > Street Address: ❑ Water ❑ Sewer ❑ Metro DESCRIPTION':OF P.ROJE ❑ Multiple- Family Dwelling No. of Units: ('Commercial/industriai ❑ Office ❑ Retail ❑ New Building Square Footage: King County Assessor's valuation of existing structures: $ MISCELLANEO.US> INFORMATION ❑ Channelization /Striping /Signing ❑ Curb Cut/Access/Sidewalk ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Flood Zone Control 1' Hauling l Land Altering t7 00 cubic yards ❑ Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times* Date: ❑ Sanitary Side Sewer — No.: Name: I. HEREBY Apptlp^' on # Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 ,per y - -0000, Phone: (206) 433 -0179 City of Tuk ►ita 11 c,&L) Street Address: UTILITY PERMIT APPLICATION Ik\J E tut .A ❑ Hotel ❑ Motel TEL 2• ❑ Standby ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Remodel/ Addition ❑ Apartments ❑ Condominiums ❑ Hospital ❑ Other: I AT.I:HAVE READ. THIS AP. PLICATIOW K NO W ' Phone No.: City /State/Zip: Phone No.: Cit y /State2ip• ❑ Other: 03 Phone No.: S'• 2,? ?? City /State2ip: � &Il?! Iv& p? S • Gb Phone No.: 4 712- Cit /State/Zip: Igea VtL C A '76'0¢ Phone No.: x,41. 820 City /State/Zip: SST l,& WA- '8 Exp. Date: ❑ Sewer Main Extension ❑ Private ❑ Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extensbn ❑Private ❑ Public ❑ Water Meter / Exempt: — No.: Sizes*_ Deduct ❑ Water Only ❑ ❑ Water Meter / Permanent — No • Sizes• ❑ Water Meter / Temporary: — No.: Sizes• Estimated quantity: Schedule: ❑ Other: ❑ Single - Family Residential ❑ Church ❑ School /College /University Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ SA R .> CORRECT. 04/22/92 1::rttHt r c.4Hnt. T;Tt:o ► „HAVE THIS;APPL'1CATIPM AND KNO{M;;THE SA ME, ?OBE TRUE i4ND CORRECT Applicant /Authorize _ Contact Person -- Agent Signature: � � (print Hamel: . //-7 / Print Name: '�� j, „ i /�vi'/ ' Address: . ., Sov7lC7 ee. .77L�.J .�.,-_ Date: /v X6 / tea Phone: Sd a 777 A v.., ;;Rag/ Phone: 6502 - .2.7 7 7 Date Application Accepted: Iy. I t _. q Q Date Application Expires: 4 , _ } r) _ co ;PROJEC'T I■FORMATIO Contractor: NOt PcI,UPc(21 -T.L Street Address: King Cty Assessor Acct #: P ERMI ' REQUEST /./17.2.- `.WATER: METE I REFUND / ILLI SERVICE :< >BILLINGS!TO ❑ Water DE SCRIPTION OF PROJE ❑ Multiple - Family Dwelling No. of Units: Commercial/Industrial MISCELLANEOUS INFORMATI City of 71( wila Apir # 9 cm I- Central Permit System – Engineering Division / – 03 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 O3a Phone: (206) 433.0179 Name: Name: Street Address: Street Address: Channelization /Striping /Signing EDCurb Cut/Access /Sidewalk ❑ Fire Loop /Hydr. (main to vault) - No.: /S,17. Flood Zone Control ❑ Sewer ❑ Metro New Building , ❑ Remodel/ Square Addition Assessor's o of ex sting s truct King County Y 9 $ UTILITY PERMIT APPLICATION Site Address: .34 • \ N- � .u'.. 3PcQ Ave Name of Project: -VA Lk - ©((_ PA Street Address: 7 c) , �',��J r(J t _ l n K i" ) Loo City /State/Zip: Engineer: o r H. 1. 4 A�sSoG , Phone No.: 206,= ] (-(-go -q6, Street Address: Cj +r 0 ( A �( N-J — ! , jo City /State/Zip: ; (J (lE o � 0 "O.- tractor's License #: Hauling Land Altering COO cubic yards Landscape Irrigation ❑ Moving an Oversized Load Est. start/end times' Date: Nib' Sanitary Side Sewer - No.: ❑ Hotel ❑ Motel ❑ Office ❑ Retail Phone No.: City / State/Zip: Exp. Date: O Sewer Main Extension ❑ Private rt/XStorm Drainage Sizes: ❑ Street Use - ❑ Water Main Extension ❑Private ❑ Public /% Water Meter / Exempt: - No.: Sizes _�— Deduct 54 Water Only ❑ I Water Meter / Permanent-No • J_ Sizes ❑ Water Meter / Temporary: - No.: — Sizes• __ Estimated quantity: Schedule: VV( Other: if/77 ,M.E7Z.4 77/4V-4A/ ❑ Standby ❑ Single - Family Residential ❑ Apartments ❑ Condominiums ❑ Duplex ❑ Triplex ❑ Warehouse ❑ Manufacturing ❑ Church ❑ Hospital Phone No.: City /State/Zip: Phone No.: City /State/Zip: ❑ Other: Square footage of original building space: Square footage of additional building space: ❑ Public ❑ School /College /University Other: Valuation of work to be done: $ E 0 OD(. 04/22/92 Si gnature: _ ****AAk******A* Inspector Signature Permit No: PW94-0002 Status: ISSUED Project: TUKWILA PACIFIC Address: 13435 INTERURBAN AV S Location: Parcel #: 000300-0026 APPROVED FOR SSUANCE : JAP Final Inspection Approved By: LAND ALTERING Wetlands: Watercourse: Slopes: N Contractor: LEE MORSE G cONTBAQI.O.R.., - Li cense No. : LEEMOGC231B1 ... ..,,.....:,-.,,- ,. TENANT PACIFIC PRIDE OWNER S 0 U TH C E N I Q6 N C ,- f.1 ,,:,.... . ,.. . .1 P: 4-?hone (206)652-2777 .:.. 730 S Ol..,1 T-..!-! T R AL ,':i\P,0 1pg 36,, 0:1N T j t:1A 98 AR CH I TEC T R 0 G E RAOge.t Bp R;G i'A 0 T E" C:1;3.-. I 'A , #.1 ,,,;s . P.•,0* : ( 206) 451 -12 32 515 ,44 AVME.,,,, SUITE • 202, BELL E V U,E A .8004- 4 , CONTACT 0 Li..,1$1B1.1 R G ROGER ..1. .. .. ..'' ' '` ''''' '''' ''' ' '''' •=, , ( '" 7 _ : ;:, - ;;',::!" Phone 06) 451 -1:232 CONTRACTOR LEtXMORSE. CONTRACTOR '':',,, ,. '..i Phone :- 241-8265 ; EATTLE , WA 90,46 k * A * * * ** * * .k ***k k I ( A 4 .1,4 ;* oh k AA A k k . k * * kik * ..k * 4.4 tOr.:k .4 .4 * A Ak * .1( . .it'Vk .4 :ii.t4:4 . A.44 . k .kk.'.h. kb A 4 A k * * * k yi,p17 ,: 16TH ' AVENUE S . Vt. .„., .S.' . J '1,I, • , .: Add i t i onar Des.er ;I pt i ort: NI • 40 ' ..IN , ,•yq. ev Vil \ V. 600 teWBI 0:,„Y,ARDS ,,;OF EXCAVATION „ 44fr 4 ;!-- 4.,k,, , , ,,::, it#::- ''' '' '''1I'l? \A • weo Grad i ng i '' /Fin 0'ards) -1. u t : . F i 1 V 1 61 q'4,4!: : A'(-, 0 , ,:: i'''' ,---1- ,.,,. Total t : ..A \600 *''- e .,,, ., 0 \ Pe m itp'l Fe e : ,. ..,' 75';-.0y - L, i l „ i t , c d, o.ii,n t No t 000 /3722.1004 , , Plan Chet*: (: Y ,,.:::: ;'" ''" , ' . " . 1dit No : 00 630 1 0/34 .5. t Fee 22 50 ' \ 1 , 1 (... L... j . ( 4 11eV ; .61 ,,'' 'g ...)' I ,,,\ \ , N , .. 1,P,.,A c co a n t No : 000/S86 41 901 4,:!,,;,.P0 i r , , i40, To t alrFe e.:.c• : " , i,,, ,, `? \. V e'LLat h i on : .************A******V**.k***4k*****W*4't***;4 :- '' '''( 97/ 50 ,, ', .. „...-. , ,.) ,.(.. —..,,, 0 • ;i ,,,5,- )4 I hereby crit l'4f 3i, that , I have r ea d an d 'e in ed,i,tlas..;Term i t4 a nd„,...9"owiMp e • same to be t rue. 4c'otte c t : . A 1 1 pi o v i s i on:1\ ' ' d . . - - 1 : - , a i , i i ... and o r , d i naiSce s.g'dve qn;i t h i s w o r k will 14 w i t h th , w h e t h e r s p e i c " 4 1 f0,e 4 he e`i,nl'o r no t , , , , I l l e . ' Gila, • t i n g of t h i s p e rm i eqd,o es„ ot presume t o give a # h g 91 to' , ..,0,91a , t'e or '''''can c t h e provisions opany other .state or 1 oca lip avi r egu I or the pertor mance O\ n rk . ,;, 1 am author i zed/to o s ign,tar;, thitand Alter i ng p e r m i;t:;:\ Th i s40,rm f . t s h a 1 1 become n u 1 1 an 5 1 00 o i d 4 f ; the i i 4 . / A r k I s not • commenced w i t hIV A.60 days f ro Ili ' .:tp e. date of i s sp a ti c e , o r 4f l;W,d k is suspended or a b drafon e dfbr a period - .: , o)f;„-160.,:d0iA f Tom t.he'l a Ist,"j:tis pec t i on THE APPLICANT UST ThNlITIFY TH C I T Y , } , '-' I,NSPEGTOO OF COMENCEMENT--; COMPLETION i. CE , OF WORK AT LE T 24 H 4 :..., , FOR 'i ANJ NSP ECT I.ON;', L 433-0179. 'i'i.,.,,,fr - rw'' -- c -- ' c- " re • -1;7-!:..4-4-]/ 'or. .1i .14**** 44 11 4,1, . -4. k k . ""•-•.,-;7:-;-::::,;.7..; - .;;.: -- ' ' .- - .- - .- Date: Issued: 01/06/1994 Approval Letter: 01/03/1994 Expires: 07/05/1994 Date: Issued By: _ Atithbrlzed Permit ter Signature **A** *AA*** k*******Akk*Akkk kkk' kkkAkk4k*kkkk *A**************AA****** 2,64_4A __( 15 -- hereby certify that the permit holder whose name and address appears •on this.record has satisfactorily met the standards and condition's for this project approved herein. .• k * A . h 44Ak******** . k *AA AA JAP/jap Attachments a/s City of Tukwila Department of Public Works TO: PERMIT CENTER ;t4ifIC) FROM: PUBLIC WORKS ENGINEERING DATE: JANUARY 3, 1994 c\ — (331G — q—uitcui SUBJECT: Tukwila Pacific Xpress 13435 Interurban Avenue South Project No. P92-0043 Activity Nos. PW94-0001 & 0002 Contact Person: Roger 011enburg Phone No. (206)451-1232 John W. Rants, Mayor NOTIFICATION OF UTILITY PERMIT ACTION THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JANUARY 3, 1994: Hauling 11-... $ 25.00 Land 4, z u w. 0 i m 97.50 TOTAL $ 122.50 Two copies of the confirmed Utility Permit Application Form and approved plans are attached for inclusion in the permit file. cf: City Utilities Inspector (w/copy of application/plans) Development File (w/copy of application/plans) k- qL\ Cta..1 c\ 1 r Ross A. Earnst, P. E., Director AeAcLii (32,kAuck5 '40 Swek yvtle (13 Permit Fee 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • hone: (206) 433-0179 • Fax (206) 431-3665 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Public Works Ross A. Earnst, P. E., Director M E M O R A N D U M NOTIFICATION OF UTILITY PERMIT ACTION PERMIT CENTER PUBLIC WORKS ENGINEERING DIVISION DECEMBER 17, 1992 UTILITY PERMIT AVAILABILITY /REQUIREMENTS South Center Oil Cardlock 13435 Interurban Avenue South Project No. P92 -0043 Contact Person: Jim Thorp Telephone No.: (206) 852-2777 THE FOLLOWING PUBLIC WORKS PERMITS ARE AVAILABLE FOR ISSUANCE SITE PLAN APPROVED ON DECEMBER 17, 1992: The and the 6// ,Hauling J�and Altering At/Landscape Irrigation 1/ Sanitary Side Sewer /Storm Drainage mater Meter /Deduct 1.4ater Meter. (1 ") Tur TOTAL ACCORDING Permit fee $ 25 - Atjga 03 ((A c--- -$ 139.50'a• 031) G r$ 25.0O �PW ac� ` 0 31 0 $ 170.0 $ 25.00 VWga 031q 1 ") Pcuga -a te- -$ NO FEE P0340 - 03x0 n on ?Watt 0 .0 I,$ 25.00,x: - 30?( $ 409.50 AA /la b 3( a John W. Rants, Mayor TO THE Developer is referred to other City agencies, including the Fire Department the Building and Planning Divisions, for other requirements which may affect commencement of this work. Please have the applicant complete the attached Non - Residential Sewer Use Certification Form, forward the original to METRO and return a copy for our files. Two copies of the confirmed Utility Permit Application Form and approved site plan have been inserted in the permit file. JP /cd cf: City Utilities Inspector (w /copy of plan /application) Development file (w /copy of plan /application) "m4At r DEft1 6/ye loY dAr ,qq KAW7IN, Attachment a/s CD .D25. SCOIL.UPA 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 k* *kk * *. * * * ** * *k **** *h **fir *k*k *A** * * *kk * * * * h*** *fir *kh* Fkik *fie **k *h*k* CITY: TUKWI 14W TRANSMIT * * *,k*e * *. ** * *' Sri* irkk********4 r4t k.*** k***,***i*.*. 4 * * *. *. * * h'* * *h, * *, *k. * * *k * * ; *kk H. RRN5hfI1.. Nunik,er�a` °9 x0.118 Hmount ; .260e,98 .1011;8/ 09..17,. • Permit`!, N 0 92,=- 037,5`: Type: 0 GUILD ' BUILDING PERM T . Par�cd1 No: 000 o00 .0028 3,0/19/92. . . ;Site :'Ad0,esg:, 13438 INTEfRURBAN. AV . r Payment- Method CGHEC N:at ort G' SOUTH: ;CE,NTER :OIL' Ii7,i t a ' ;SLE3. ** A**** . * , *k' * * *: * * * *:k' * * *k.**k•k * */ * *• * * *•k *h* k * ** * *' * * *'* * ** k *' * *h *k` *: * * * *** • Account ," Code DeSc riptiort. Paid 000/34t.S34: PLAN • CHECK' NONRREla 60.' 8 To al2Feeax • 666 Al 1..'Payments: 260.98. Balance 406.00' Total (This Paymen a 260.98- GENERA TOTAL'' CHECK' CHANGE, 4386A000 260.98 260.98 260.98 0.00. 15011 * *k *******2fr•4******k ***h***Mfr*** **2*24**y4.*24*2*22 24 *2*** *.:r *24 4k h* CITY OF 1 UKWILW, WA TRANSMIT * *k. *r4kk* *42* r*** 2**** har**2*** 24**** ****** *22* * ***4*** ****k* **24*2* TRANSMIT ,Number: ` 9.3000043 Amount:. 406.00 01./12/93.13:56 Permit., No: 1192• -0375 Type: B -BUILD BUILDING PERMIT Parcel No.: 000300-0028 Site, Address: 13435 INTERURBAN AV S Payment Method': CHECI( Notation:. SOUTHCENTER . OIL I n. i t a DLM. **** iF.**" k* 24* 24* k***** k******** k4: 4* 4* fe ** * ****** *** ** *h **** *** ** * k Account Code 000/322400 000/386 • Total Fees: Total All Payments:. Balance: Description BUILDING - NONRES STATE BUILDING SURCHARGE Total (•fhi "s Payment): 666.98 666.98 .00 • Paid. 401 .50 4.50 406..00 • 01/12/93 • GENERA 401.50 GENERA 4.50 GENERA 10.00 GENERA 15.00. GENERA 117.00 GENERA 22.50 GENERA 10.00 GENERA 15.00 GENERA 20.00 GENERA 150.00 GENERA 10.00 GENERA 15.00 GENERA 25.00 TOTAL 815.50 CHECK 815.50 CHANGE 0.00 6877A000 16 :05 ***** ***i . *************) , R******************,********************* CITY or 'TUKWILA, WA ' TRANSMIT *******4 “** * ********“*****,**************;,4**4,,**4****.***oi4i, TRANSMIT :N4mber: 93000044 AmotAnt: 25.00 01/12193. 1359 Permit No.. PW92 Type PW-HAUL . HAULINS - : Parcel No.;0.00300,.002.0 - Site Address 13435 INTERURBAN AV 8 PayMent. MethOdt CHECK Notation: SOUTHCENTER 'OIL mit DLM ** *********A 44, # 44.4 ******ifii******'*/$4***if***,0 e ****4***4* ' Account Code ' Description .0)0/3.45:830 ' 'PLAN CHECK 7 UTILITY 000/342."400 INSP FEE - UTILITY' total ' (This . Payment): Total Fees: . , 25.00 Total Al 1 :Payments: 25,A0 B 'Vance: •00 Paid '10.00 15.00 23.00 ***** CITY or TUKWXLA, WA ' H H ' -'TRANGMil TRAN,SMIT'..Nviibartt, 930600.45 : 139,50 01/12/.93 1400: Permit No: PW92".,0217 Type': PR-LA LAND ALTERING PERMIT riToe y Na; 900300.0028: dr' 13435_,INTERUR 13 AN AV Payment 't=tetklpd CMEC<:• OIL„' " 3riit DLM Account Code Dosoe pt •.1 - 000/32211 " :BUILDING .-HNONRES 000/345.89. CHECK - NONRES Total (This Payment): Total fees: 139.50 Total All Payment a: 139.50 . , Pal ance: Paid 117.00 22.50 139.50 Account Code 000/345.830 401/342"400 Total Fees: Total All Payments: Balance: (t ***+******* **+**a*+****ft*k+********** * nTy OF TUKNILA° WA TRANSMIT *+****** �- »y TRANGMITNuMbar:'93000046 Amount; 35,00 01/12/93 44:01 \ ` : ' .permit No: PW92-0310 - Type: PN-LJ LANDSCApE IRRIGATION ' Parcel No:`000300~0028 S1teA6dra|.su 1p4 p5 INTERURBAN AV S Location: AQSUND PERIMETER OF SITE: ` :PaVment Method: 'CHECV NOtation: SOUTHCENTER OIL Anit: DLM +**************+*******+****+****+**********+*****+********+*** Description pLAN'CHECK - UTILITY INSP FEE - FLH/LI/WME . Total (This Payment): 25.00 25.00 .0O Paid 10.00 15.00 25.00 TRANSMIT Number: Nom Parcel . No: Site Address: Location: Payment Method: * * * ** ******** k******* k * *W****k****** ** *** *** ** **** *k* ** CITY OF TUKWILA, WA TRANSMIT * * *:k**** *:k ** * *** *. * * * * *** ** ** fir * ** *** ** * *4* ** * ** * *h * *** * * ** * ** 93000047 Amount: 170.00 01/12/93 14 :02 PW92-0319 Type: PW -SSS SANITARY SIDE SEWER 000300 -0021 13435 INTERURBAN AV S SE CORNER OF SITE CHECK Notation: SOUTHCENTER OIL Init: !AM * * *A* * * ** * ****** i**** ***** ********** *, k***** * * *k***kil***** **A* *** Account Coda 402/342.400 402/388.102 Total Fees: Total All Payments: Balance: Description Paid INSP FEE - SME /SSS 20.00 SEWER HOOK-UP • 150.00 'Total (This Payment): .170.0.0 170.00 170.00 .00 ****A******4,4f*****ir*****A**k*of-A4**********************44****# CITY OF 1UKW1LA, WA ' TRANSMIT *******?i Total Feee: Total All Payments: Balance: 25.00 01/12/93 14:02 :TRANSMITA4mbeni. 93000048Amount: Permit No: PW92-0320 :PW-Sp SfORM DRAINAGE:, Parcel No: . 0003001-0028 Bjta'Addreisl 14435 INTERURBAN AV S Payment Method- CHECK Notation: SOUTHCENTER• OIL Init DLM ***************4:***********•************ :.'Account Code ]DetCription Paid 000/345.430 : PLAN CHECK - UTILITY. 412/342400 1NSP FEE - STORM DRAIN 15.00. - - Total (This Payment): 25.00 25.00 2500 .00 , •; •.•••••,,• ,■■•, rely •• ,„. \I ei ** * **dlr�k dlrM * **** *** ** * ** �rk **** a * *** * * * * ** * , �k * *** *40****.ds**** ** /�.. U CITY OF TUKWILA WH TRANSMIT tt k 4t* * * * ** * * * * * ** *, ******************* * * * * *t1 * * * * * * ** * * *,k * * * ** *** * ** TRANSMIT. Number: 93000049 Amount: 25.00 01/12/93 14 :.03 Pe.r'mit'.Na.' PW92 -0321 Type: PW-WM WATER METER PERMIT Parcel :. No4, 000300 - 0028 Site :Add'ress: 13435 .I:NTERURBAN AV S Lacatian: ON INTERURBAN AVE S Payment Method: CHECK, Natation:',SOU1HCENTER OIL Init: DLM' ** * ** * ** * * * ** * * * * * * * * *k * ** * *** * * * * ** * * * * * ** * ** * * * *h ** **4 * ** Account Cade Descr i pt i are Raid ; '444/343:.405 WATER TURN -ON FEE 25. A0 Total (This Payment).: 25.00 Total Fees: 25.00 Total . All Payments; 25.0.0 Balance: y00: .14 ii********4:***it it*: A vOcii********************* GENERA Cl:TY OF ' TUKWIL.A, WA ' .: • TRANSMIT G 2 -1 ,1: 5 0 . 0 0 t oTAL , 97.50 TRANS MI T .Number' : 94000027" Amount: . . . - .. ' ; ' . `. '.. 50 01 /9 6 / 94 .. 11116- ' CHECF( 97.50 Permit No l i.,:f 1'147,1.A . • LAND Al...1.ER IND, PERMIT:. ; Parcel.: Nor, -.00030,0- 1 0028 ' . , .% CHANGE . . 0...00 01/06!.94 ,, ,. 7821A000 • 15:39 Sits' Addresit 13435 INTERUROAN' AV'S' • , ' '..- , ,. . , i- ': , - , patiment:MethOd: 'CHECK •,Notat i an: RCISF.R OLLENtlURG f :Ini ' -***************'************************ . :1-1: . ' • ' Account 'Code . ' : - Description ..Pai _ . 000/322.100 .,. . -: .. BUILDING '-- N0NRES , . - ..: 15.00 '. . 000/345.E130 ' . 1 CHECK - 140NRES ' 22..50 Total (This Payment): CITY OF TUKWILA Address: 13435 INTERURBAN AV S Permit No: B92-0375 Tenant: SOUTH CENTER OIL COMPANY Status: ISSUED Type: B-BUILD Applied: 10/16/1992 Parcel #: 000300-0028 Issued: 01/12/1993 **************************k**********************************k*****A*****k* Permit Conditions: 1. No changes will be mad,e-tiePla'nunl...approved by the Architect and the 17,9.*ija:-BulI'ding 2. Plumbing permitslial:Hbe obtained through the Seattle-King County Department.'of Public Health. Plumbing will be inspected bOhAt agencYclidin'6 all ges (296-4722) ,*;)/ 3. Electricapermit shall be-obtained through theWashi6gtPn State DWilon Industries and all electrical' work wi/11 by that 'a'gency (248-665T).'„ 4. All peOpyts, inspection rTeCo'r8s, and approved plans shall tce,, maint4Pied/ayailable at-the 10 site prior to the start of any c These documents are to be maintained avall1461e'vun*ilinal is granted. 5. WhenpeOalf,Jigspection'ts-re*red either the owner, prol , name,,perm. 11 m pr t ype Inspection being ' k theiirst building Inspection. :00 all special . !' DilSiion of appoiniments0'othe InP„Oili!in,a9encies prior to archyteceo engineer shall notifythe'lukwila Building': pin'atiMplymannerVReporte address; insiotttion= shall besubmit'tedLio the Building: DiViitIon l 'it"'" - it' 6 b '' 'd" V ,,,, , ) , f a perfb 1 , rmed ,,\ ' t ' tsgeCI*1 - !.inspector shall subm\t'fe:final 6. The l . sireport. r g'9ed ,, ,,„ ‘ statAng whether the work requiring , sge„01,al.insgection t4as, I, to thbestAdf the inspectors knowledge, 1 in 4nforiliance approved plans and specificationsan'd the Opti cable wi5+4 , , _ manshigil"grovisionsof the UBC. I/ \, 7. All stkieturaNweldinq shall be61Pne 1),At.B certified;,. k welder and Inspected (Sec. 306 (a) , t(iBC)„,: g ' '' j 4, .,m , , k ,_ 8. Subgrade 'pr:eparat; inclialAng drainage compaction-,,..and fil' require6dnt, shall strIctW recommendatthns in the soils report. 9. Notify the Cft*Of, Tukwila BOiMr*DJVision prior,',,tp placing any concrete., This 'procure is in addition to any requirements for special inspection. - :.,,':-. 10. All construction to bi'0111 nntp t7a* 1,0 it II approved plans and requirements of Code (1991 Edition) as amended by the Washington State Building Code, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1991 Second Edition). 11. Validity of Permit. The issuance of a permit or approval of, plans, specifications •and computations shall not be con- strued to be •a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. C k******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 2ITY OF TUKWILA, WA TRANSMIT k******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TRANSMIT Number: 93000152 Amount: 25.0002/02/93 12:01 Permit No: PW92 -0321 Type: PW -WM WATER METER PERMIT Parcel No: 000300 -0028 Site Address: 13435 INTERURBAN AV S Location: ON INTERURBAN AVE S Payment Method: CHECK Notation: SOUTHCENTER OIL Init: DLM ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Account Code Description Paid 000/345.830 . PLAN CHECK - WATER METER 10.00 401/342.400 WATER INSPECTION FEE .15.00 Total (This Payment): 25.00 Total Fees: 25.00 Total All Payments: 25.00 Balance: .00 - rke 4-0 u.) vim A-co ) 0 \ vat, A fLwyv..,,c t ( cDfj Citc of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #892 -0375 (512) November 4, 1992 Re: Southcenter Oil Company - 13435 Interurban Avenue South Dear Sir: John W. Rants, Mayor The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Maintain fire extinguisher coverage throughout. 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit Page number 2 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 John W. Rants, Mayor doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106- 12.111) 3. The kiosk located on the pump island shall have an approved fire alarm system installed per City Ordinance #1528. Local U.L. central station supervision is required. (City Ordinance #1528) 4. This proJect shall comply with U.F.C. sec. 79.903,2 -6 - Unsupervised dispensing of motor vehicle fuel. 5. Flammable liquid storage tanks require a separate permit removal and installation. The permit is obtained at the headquarters fire station at 444 Andover Park East. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, K (L The .Tukwila Fir Prevention Bureau cc: T.F.D. file _ ArJ 60 , j A 0 V' �) . / l (i y-( `� Type of Inspectioni� 4 1 / Aa• r ss' A - rarb J1/ Date Called Co " 3,6 ,-"ci ecial In ructions: _L_______._L_._ Date Wanted: ■ to -50 Requester: j c, „ 1, ........s_e_ezaa_hone NI ... _ }INSPECTION RECORD +Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes: COMMENTS: nspector: 0 15 (206) 431 -3670 • ❑ Corrections required prior to approval. -/ s.) 7- 2597 (Lfn 77ar 3 CD $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fe= must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : COMMENTS: / ! C x"12.. /- 2. 5 /✓i.1,w /°. / i-Z. s /2'n// 4 1) ,'/e � » f-^'.h e iL . .r r„...__ .„.02.L /� ` .._ --- O7 J'3 011-iGl.0 017 C,?' / (-) CA-144 1&r side, ce 4 i 1-✓ 7) i/r c ,-, - g,/id se oz vt*'440-0a'`S d. a Thc_,,,10/411 4 ,5 , 1z-- A_ / 0.--7, - -e, 9 4 1i b7t2r 4 /0 I, 4.4vl.G C/6.64- 10 Pe tin," -- 5/1` . /,i rz, ,Z c Jt 12. ,i , 4% snty -. 44,rn ra,ct,34,hopt ,,,,/ l A t d � s1 35 TAM/ A_f ✓ a /T tl cS Datecalled: r „ '/ .� 2 ` Special Instructions: CYW 1. (j 1,t )... UJ/ ? Date Wanted: �-� G, .— z_amei3 a p.rn., Requester: _ Plane No.: 2. ( I — �' 2,6S PE CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit (2.6) 431 -3670 Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P • � �pe of Inspection ,, e 35 T_AIL/21A/ A I If ' '1' e .:• •eci Instructions; D Date Wan �n -- — —' cf 3 i Requester; 7 INSPECTION RECORD Retain a copy with permit INSPECTION NO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 q f /'/43. /%rsnf �:�1e6 Approved per applicable codes. ❑ Corrections required prior to approval. nspector: .01/ ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IlEaMIENI. 11167 e : — , . . Sp a tD:00 nstruct ons:. PrrY\ 4.‘ e ... Tik Date Wanted: Requester: F41°ne 41: g OS INSPECTION RECORD '0 Retain a copy with permit • • •5 1 1 s CITY OF 'TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1' Approved per applicable codes. (206) 431-3670 E.] Corrections required prior to approval. COMMENTS: Date; o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, tee must be paid at • 6300 Southcenter Blvd.., Suite 100. Call to schedule reinspection. COMME � / -- 24' -A-NSu L��>J /iJ c�- Li J( m - / tis7*Z -cam • C `. 7 L, rJ C-7 2► 0 , J Fe A -7JOTvr 72- /44--,Q (Air.._ SU PPa re k.e dV' Daoa - e l'Pl Po r z:- ri i 4 I- �, 0'( ) o " >7 -t r ,) r L IA i r ,! , 14 6 Pin jz, r . + C... f� vfil x_�t_..s / P 4-4.,,, ti.$ ,JC Gr T +�t tt / 7 +r S-445, . '" A f •r` I=, ie, , N!/) fz65+ c , colt- F-1 n/n-Ls . . C",e7 - 7 y) C aJN A / G..D(A 4 6 LA ni . 6 Co L/L=1'6...• 6/.1x . e A LZ.S "'' J P.-k'.n(k: 4" P fit) vi D +-- LE:VIZ -ft . -- H .# -74.O L GS 01J (L Tt2.dvh. -' (" H gob ►tt,. 5 IAA NI N / lAi . 7Th c-- T PS G 'kg 70 O IATSI 9 e ,4 ht✓ 7 .vn l Tme /6" d05 ca..0A rdiruil.=0 J o dwwwa =moo. Inspector: Receipt No.: C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. (206) 431 -3670 VkCorrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. ` Prior to reinspection, fee must be paid at 6300. Southcenter Blvd., Suite 100: Call to schedule reinspection. Date: Special nstructions: ` i /v , 5 , Date Wanted: i ,,, rv(f 2 wail m Requester: AN 111111 Phone ,: ( 0 /' 77 EMI Inspector: Receipt No.: C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. (206) 431 -3670 VkCorrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. ` Prior to reinspection, fee must be paid at 6300. Southcenter Blvd., Suite 100: Call to schedule reinspection. Date: //�� j� Prole (I `� �� t Inspection: � ^. Add Dat Cail Spedallnstio Instructions: ` Idanted: Cj - 5'"Glam. Inv Requester: PA . ' A ` �4 Phone No.: / I C f , tY �" C CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: ecept No.: INSPECTION RECORD Retain a copy with permit (206) 431 -3670 ❑ Corrections required prior to approval. COMMENTS: /64 - ` � c� Z Q l v ' d4. et_ �Xi��r lJ CG 54 41 k" ecc '41 / r / 7 i" eye we_ e4 Z V 7 pate, 7-, jaw 4 A ❑ $30.00 REINSPECTION FEE REQUIRED.., Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: rxicc: -)4 r- K- . Of _ Ca . ype o ns n: ,GA -fr,,, tiG r�Cdd ess: 33 5:5— ,� ,J 'Date Called; 5 r .-93 Specie Instruct ons: .- K ► oS K ,._.�.... /4 - Date Rant: , : S- 21 - 9.� am. p.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 O Approved per applicable codes. � Corrections required prior to approval. 0 INSPECTION RECORD Retain a copy with permit I ate: , 5-2/ X13 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suits 100. Call to schedule reinspection. uat - ro: %. r ype ns.:..n , 4u O pate Called: Address: .l c ,. 9,, , ; dal Instruction 8 -3o - , . bate Wanted: 4,_ 2 p, ,1 0 am. .m. Requester: K f Phone No.: 1 1 c 5 -- - 7C7 sip nspector: f' 2-tC/ 0 . $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100; Call to schedule reinspection. 0 INSPECTION RECORD. Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (206) 431 -3670 0 Corrections required prior to approval. COMMENTS: c..ajPGuKa1'r143.S t ".tuF'+RM TO 67)47 c . it P 9 ,w1.4 R Evi S E' ..D 1.16 . - - rjm S C7 ca Name— 4 F 714' eLc N I rJ C -71/l it-a" . • N ""1 S TO L/er. r Ft ;TA A — 77-11 S [ors Can- 71 ,. r t e AJ ''" Po IA ro Addre §s"""_ ' Date Called: Special Instructions: L/i / / Date Wanted: . 23 7 /1_ am63 - 4-- .. Requester: Phone No.: r" I ❑ Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 K Corrections required prior to approval. nspector: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l f0J : I I/ ypeo ns.: 0 ■ • ...of . ress: ; -: te : . 2 -- .,.. nstructions: . //:OO ?L.° (2.: .. _ .... ,.. --' . Date anted: y 24' 3 di) p.m. Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 F- COMMENTS: • A Approved per apprcable codes. / INSPECTION RECORD Retain a copy with permit Ces_eic •••■■■■•■•■■■ A A..., . PERMIT NO./ (206) 43470 Corrections required prior to approval. Inspector: Date: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Dale: Project: ' . . /.. . . Type of Inspection: / 17 G] IG . rasa: or .. I ■ - " re,. Date Called: 11'1,_3-11 ,�,+/ SP al I structiins: Date R anted: / » / 1-.- 93 am, Requester: Phone o.: 1 r % L5b Approved per applicable codes. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at : . 6300 Southcenter Blvd.; Suite 100. Call to schedule reinspection. Nw, n , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Appmved per applicable codes. Prr"- rot. Ap COMMENTS: 7L. ' 0 Corrections required prior to approval. El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ fl0 00VI No.: Date: ----- "TrpelTriWr" . " . *" . ...... ' .1 re -::. — " - le .miors 9 : : . Spedal Ititeuliit15..7.1 0 Date Wanted: 9 — 4 4: — r I N am. p.m. Requester: Phone No.: ,„ n , INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 Appmved per applicable codes. Prr"- rot. Ap COMMENTS: 7L. ' 0 Corrections required prior to approval. El $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ fl0 00VI No.: Date: Project: d ' — !/. ype o ns n; /'✓ ,f, /A r ressr3 / T 41 v'i 296 ' e ?...----3 Special Instructions: / i) 0 ,�� 430 Date Wanted: — am, Requester: Phone No.: INSPECTION RECORD '- Retain a copy with permit I Inspector: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: ' 4_ MP) (206) 431 -3670: JK Approved per applicable codes. ❑ Corrections required prior to approval. / �, " ucr re. 4 ke-7,e2"42-fiz-ve, 4t2,64411 Date `473 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • r • :.: / s L. ype o nspect • n: / ✓mo )•. • ress: - : • : • • : s nstruclions: Date Wanted: — 9 P.m. Requester: Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ❑ Approved per applicable codes. COMMENTS: ' INSPECTION RECORD Retain a copy with permit Dk J Corrections required prior to approval. o' (206) 431 -3670 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . COMMENTS: ' CCl \JO P rOrYn ,JriS — a !� c ST6 t. t-0 2i Zara o —rn-c. ` 4v6.1.--, - 70 0 0E Eli E77-it 7 5"'A cal) A kiP »? u Atr Iz e;57 - - - it o i.:Y 1 fJ Gc-Ararg- • / 4 a , / Type of Inspection: ' ..b :1 c �/ ,atpe abed: .,,� Aaldress ✓..� 7"�'~ �h 4 , , ,, 4,4 G `� ? ' �- /cr � ' 3 ' .2. a - -� Special Instructions: l o , D ate Wanted: y �p 5/ ‘ a ..re/7,40v/r47. , - . r, „,,m. Requester: 9 0 /y/J / 'J a rte,. 0 ...vd 4,4 t 5, e F Prone No.: of CA,' . /(2.3A 9,53 s - 22 ,, 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V 3 (206) 431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must'be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 0 INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V 3 (206) 431 -3670 ❑ Approved per applicable codes. Corrections required prior to approval. D $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must'be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • X Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre-Fire: Permits: Authorized Signature FINALAPP.FRM 7 7 0:- P, 43, -•- City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188-7661 (206) 575-4404 / TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name (17 e Co 046;F Address / 3 9 3 S 2 /4-ve Suite # Retain current inspection schedule Needs shift inspection ,- ,e-4„ c-rf v Gary L. VanDusen, Mayor Control No .3v -0 375 Permit No. Date / • T�. June 25, 1993 Cert No. 9303 -41 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Dear Mr. Larson: This is to advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. In place density tests which met or exceeded 95% compaction on the areas tested. All work- inspected conformed to Tukwila Building and Land Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 3 -23 -93 and is number 4263. Respectfully, CASCADE TESTING LABORATORY, INC. Dennis H. Stack President DHS:lam t. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12915 N.E., 126TH PLACE KIRKLAND: 12061 623 -9900 KIRKLAND, WASHINGTON 96034 FAX: 12061 623 -22D3 Southcenter Oil 13435 Interu an Permit No B92 -0375 nue S. SEATTLE: 12061 626 -6700 E V ERETT: 12061 269-0617 RECEIVED JUN 3 01993 DEVELOPMENT E. CASCADE TESTING LABORATORY, INC. TESTING & INSPECTION / ENGINEERS / GEOLOGISTS 12919 N.E.. 129TH PLACE KIRKLAND: (208) 823 -9800 KIRKLAND, WASHINGTON 85034 FAX: (208) 823 -2203 June 28, 1993 Cert No. 9304 -01 & 9305 -43 City of Tukwila Building Department 6230 Southcenter Boulevard Tukwila, Washington 98188 Attention: Dave Larson Reference: Southcenter 13435 Inter Permit N Dear Mr. Larson: Oil B92 -037 venue SEATTLE: (209) 525 -8700 EVERETT: (209) 259 -0817 This is to. advise you that special inspections are completed for the above referenced project. Special inspections were performed for the following activities and copies of reports have been sent to you. 1. Structural Steel for both the fabrication shop and on site inspection for column and base plate brackets All work inspected conformed to Tukwila Building and Land Development approved plans, specifications Director's Rules, SBC and related codes and /or verbal or written instructions from the Engineer of Record. Our last report is dated 4 -2 -93 (Report No. 76672) & 5 -20 -93 (Report No. 79982. (Copies enclosed with this letter). Respectfully, CASCA!7 TESTING LABORATO Y, INC. ri . � J'L fI De f nis H. Stack President DHS:lam JUN 3 0 1993 COMMUNITY DEVELOPMENT P ect: Q2 4 r,']/ o l L 1117}1 � j ,w n �/K �(.�C' e :35 ,rA) 1,hnal f i a Caus —r9 8 ' - - 95 • ed Instructions: Q ` 0 • I r Ct 1 L� 0 � "f Date Wan ,Z Requester: C ._ v Phone No.: / � r r (P ;. riecep _i C. INSPECTION RECORD Retain a copy with permit o . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: e7>iieW-e/7 g;03, • ' ►.1 Approved per applicable codes. ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206) 431 -3670 ❑ Corrections required prior to approval. tl . elo r. ':l:�af� e t h or,�� a►: •. : :fit` : � ' .. l : fr .... . . . . . . . . . . . . . . ... ........... M ...... :.....::::. . • .... . Sf�� �'fQN X.....; Ip:b9 �I! botl l t9: >b . ... ' NAME OF DEVELOPMENT: .VZ :VU% �lC C /V,rl- '. Ci /1 DATE: 6 : DEVELOPMENT ADDRESS: /'- .i� /.;:>:� �� / '��i ��-'� ='/ �%� .f: c � `' t �V i /T �-- PERMIT NO.: J 03 7.� CASH ASSIGNMENT NAME: .. /,• /7i / sp TEL. NO. SHALL BE REFUNDED � 38 BY MAILING TO: ADDRESS: :cc,;' � :e., �f-r - (267 7,-.30 `-">'��r,� /// C 'e,? <L Win l , F..r (please print) CITY/STATE/ZIP X i f ,r3 J DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): / . r /i�� (t/ / / <• /6(.. ' Enc..Gt/ ../ e r - ' /T , G/ ; - / i v 0'?/ ,-;%.S ,A7lr' • As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ / %/GO, 70 ($150% of value to complete work described above) and attach supporting , , documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( 9 / ?O / c�• =' ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. ,.-. ,! /-;) SIGNED: '1...! '::,7' ■2' , �, TITLE: � ;�� , .l�l' ., .> • SIGNED: AMOUNT: C.TIO� • CITY RECEIPT NO. / j �- 114$1010.46a CHECKED BY;,� - =plate 0 CASH EQUIVALENT :;;::; ><:.1.• ::,. <.; >:' ;'.:'.!t?p ::...: 01?Afffr per, 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: 72,; vsicasG Zvi //r (/' ' jli�7;�� DATE: rrip _... ..... City Tukwila DEVELOPER'S PhJJECT WARRANTY REQUEST FORM • CASH EQUIVALENT - LETTER AUTHORIZING RELEASE • CASH CITY CHECK NO. Upon completion through Section 2, Finance personnel shall send copies to: -. Developer — Finance Department — Permit Coordinator, DCD THIS FUND IS A 'THORI ED TO BE ACCEPTED. DEPARTMENT HEAD: DEPOSITED THIS DATE: RECEIVED BY: All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. I have reviewed we the above work and found it acre ablo and therefore pt r authorize the r lease of the a. ve cash assignment. 4- iki TFfORIZED BY: ( ,�i � , f DEPARTMENT: /44.13, ' � WNW, 440•49444404 • •. :fb]Ij3lN:•A%(NY%f:d : J%.: 01%•>. Vi: WSY.C%N>�iC':4:'ln:**»,YM>. \•», »i( AMOUNT: RELEASED THIS DATE: RELEASED BY: 'AY{t'•y , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD ti NAME OF DEVELOPMENT: : . UT7-10EA/7E /L DEVELOPMENT ADDRESS: /- 3 //7/e"-a /-r AUC, -- CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DESCRIP • ` OF ITE TO B COMP i (9 FE -1 CE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): NAME: 7770?^,aP, TEL. NO. ADDRESS: G b e a k c ' i 7 k . , ^ / 2 67 7 0.5 fZi Ce.7 d Ri., igep- 3? CITY/STATE/ZIP ,27 R/24 9fr2:?5 Ar1i / /r1 <e-f' " iih4lcl ege-C :0Z.CGZl j oz,ZG( c/e7 / !i'71 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ , y60, 70 ($150% of value to complete work described above) and attach supporting documentation for value of work. I will have this work carried out and call for a final inspection by this date: ( q / 30 / �� ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fall to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. !further agree to complete all work listed above prior to requesting inspection and release of these funds. c� dl AMOUNT: /y 6o. /7-C) El K O CITY RECEIPT NO. / 5 l CASH EQUIVALENT THIS FUND IS Al THORI ED TO BE ACCEPTED. DEPARTMENT HEAD: 1 A-t) I jIr/ 01/441A/ 3: fo:ie'.COIXIt�9[i:.�6 >;ti Vo. � ;:.. : :..: ...::::::.:.::� ::.:_:::::.::. �:.., � ::::::::::.�: ::::::::::._._:::: identified in Section 1 of this form has now been completed 72 HOUR NOTIFICATION FOR and returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FUNDS request inspection and release of my cash/cash equivalent. DEVELOPERS REPRESENTATIVE: ,2 //ewe 40it* �h7 2 ri DATE: e , /0 e'3 NPR! F CHECKED BY: CASH CITY CHECK NO. ��`'"AUTRORIZED BY: DEPARTMENT: /` vi City of Tukwila DEVELOPER'S P►JJECT WARRANTY REQUEST FORM SIGNED: TITLE: CASH EQUIVALENT - LETTER AUTHORIZING RELEASE Upon completion through Section 2, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD I have reviewed the above work and found it aoceptab e and therefore authorize the release of the above cash assignment. AMOUNT: RELEASED THIS DATE: RELEASED BY: DATE: ( ;/Y PERMIT NO.: 19 - 03 76' , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD CQ/13/90 LEE . iOREE GENERAL CONTRACTOR 11017 16TH AVE S. W SEA'X'TZ,R , WA 981 lNlill�il�;�Illll;i{il JUN 29 '93 16:16 LEE_Mo 11017 -10th Avenue 9.W., Seattle, Washington 08146 outh Center 6 '' Oil, Inc. June 29, 1993 Ann Siegenthaler City of Tukwila 6300 Southcenter Blvd. Tukwila, Wa 98188 RE: South Center Oil location at 13435 Interurban Ave. S. Good Morning: Per your request we had Lee Morse fax us the attached quote to provide a 6' fence around the remidiation area and to provide a 2" burnt orange stripe around the building windows. These quotes were based upon the specifications from the building plans for this site. The installed quote is based as follows: remidiation fence $800.00 window trim paint $100.00 sales tax $ 73.80 total $973.80 I hope this meets with your approval. (206) 852 -2777 730 South Central 1- 800 - 950 -3835 P.O. Box 38 FAX (206) 854 -7936 Kent, WA 98035 Cardlock Fuel Stops • Gasoline • Diesel • Lubricants PACIFIC PRIDE INDEPENDENT FRANCHISEE CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 MEETING DATE: 12- 19- 91TIME: 2:30 SITE ADDRESS: 13435 Interurban AV S PRE - APPLICATION FILE NO. 029-91 DATE CHECKLIST MAILED: STAFF PRESENT J Building (431 -3670) ® Fire (575 -4404) ® Planning (431 -3680) 2J Public Works (433 -0179) ❑ Parks & Rec (433 -1843) ❑ Police (433 -1804) ® Permit Center (431 -3670) ❑ Other: ( - ) APPLICANT / REPRESENTATIVES PRESENT Contact Person Name N.E. Schmidt,.Pres Company/Title H. E. Schmidt , INC Street Address 10 3 35 Main ST Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address Name Company/Title Street Address CITY OF TUKWILA PRE- APPLICATQN PROCESS MEETING ATTENDANCE RECORD 12 -30 -91 PROJECT: NAMES / TITLES Duane Griffin /Building Official Nick Olivas /Fire Marshal Denni Shefrin /Associate Planner Phil Fraser /SR Engineer Southcenter Oil Cariilock BY: DLM Denise Millard /Permit Coordinator Others Name JIM T H O R P Present Company/Title Southcenter Oil President Street Address 730 S. Central AV 1` 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 Phone 455 =9770 City /State /Zip Bellevue, WA City /State /Zip Phone City /State /Zip Phone City /State /Zip City /State /Zip Phone 852 -2777 City /State /Zip Rent, WA 98032 Phone Phone CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER A DDIRE - APPLICATION FILE N i�lll~ PRE- APPLICA ION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FIRE DEPARTMENT -r Construction information E 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) Cf 2. Fire hydrants will be required. (City Ord. #729) LJ 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) n 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk insurers for approval prior to being submitted to Tukwila Fire`Marshat for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the Job site. (City Ord. #1528) 2 5. Maximum grade is 15% for all projects. CI 6. Hose stations are required. (City Ord. #1528) n 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 1 71 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and Inspection by Fire and Building Departments. (ND 4 u DMe P "a) n v' • 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) 0 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility Is in operation. (UFC 10.207 as amended) 1 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". [i17. Adequate fire flow availability will need to be demonstrated for this project. 18. Z.uie e-c49c. Ale 7 • Checklist prepared by (staff• � - Date:__L2 -4 L. CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PERMIT CENTER nn� ETING n E ADORE ❑ 12. Checklist prepared by (staff): PRE- APPLICAEJN CHECKLIST FIRE DEPARTMENT -- inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Spray Booth a. Location b. Fire protection c. Ventilation d. Permit Flammable liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. Installation b. Drop testing Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers Other: a b. e. c. f d. g 6300 Southconter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 e. Vent piping, swing Joints, fill piping, discharge piping 1. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Date: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER 1. Comply with the Uniform Building Code, 1988 Edition. I I 2. Comply with the Uniform Mechanical Code, 1988 Edition. Z 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). LI - pczA. 2'6+JrxIt1~1"-- C 4. Comply with Washington State Barrier Free Code, 1990 Edition. •-",i5 ol,T L.c5, 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: QBulkiing Permit • Rack Storage • Mechanical Permit QDamolition (building) • Other: E.] 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. C 7. Construction drawings must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. ❑ 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. C 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. C 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered re- taining walls, and require a permit. n 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification Information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. C 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: a Cl 19. 20. 2 ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (277 - 7272). C PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296-4727). C KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296- 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 18. , Under the State Water Conservation Performance standards, handsinks to be used by the general public must have metered faucets. If these handsinks are in food service, minimum is 15 seconds, 10 in schools. Checklist prepared by (staff): PREAPPLICATIJN CHECKLIST BUILDING DIVISION 6300 Southcenter Boulevard, Tukwila, WA 88188 Telephone: (206) 431-3670 Date: 19-iwy71 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER EADDRE n E'1NG D. Q Conditional Use Permit �ED Design Review Design Review-Interurban Environmental (SEPA) (� Planned Mixed Use Development 15. --; 16. El 17. E 18. u 19. ) �N PLANNING DIVISION - Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) . Obtain the following land use permits /approvals: 0 Boundary Line Adjustment 0 Building Site Improvement Plan Comprehensive Plan Amendment 0 Planned Residential Development 0 Other: 3. Zoning designation: Site located in sensitive area? C Yes 4 No 4. Minimum setback Front:a- Side: v Side: 0 Rear: 1d 5. Maximum Building Heights Height exception area? C Yes No CiArr,Psf 6. Minimum parking stalls required requiredDr;:erfoog< ' RAN Handicap stalls required: mot . us; - re, efp0 7. No more than 30% of required parking stalls may be compact. No landscape overhangs Into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: iG Side: 'S Side: 1 'J Rear: '.'t;'. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. Building permit plans which deviate from that already approved by the Board of Architectural Review may require re- application for design review approval. c.1(* \(4 1 y . Cnrn p1`t \ \ C._ Pgo>r tS �at� eo- cW■1hr: \\) F)PC f \ 'L- - 7 C.N - D& `I foi 6'p rze.) 7 PRE- APPLICAT CHECKLIST 20. 'S‘f-e Y- cd r qhookIlikgarANtalf ? 6300 Southcenter Boulevard, Tukwila, WA 98168 Telephone: (206) 431.3670 n Rezone Shoreline Management Permit c o r :- Shoreli(1egement Permit Rev. (A Fr Carrot 2JA'r- 0 Short Subdivision 4282.> Sign(s) C Subdivision 0 Unclassified Use (—) Variance • �.. �:. 1.4. Date: \ z � q 1 •'CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION - PERMIT CENTER • E ING DA E AP PL $GA rtO N 9 9LE. 16. PRE - APPLICATION CHECKLIST II . E Sb7E ADDRE PUBLIC WORKS DEPARTMENT 1. Apply for and obtain the following permits /approvals through the City's Permit Center: Q Channelization /Striping /Signing 0 Sewer Main Extension (private) () Curb Cut/Access /Sidewalk Q Sewer Main Extension (public) ( ) Excavation (public) CD Storm Drainage (_) Fire loop /Hydrant (main to vault) (-) Water Main Extension (private) n Flood Zone Control CD Water Main Extension (public) Q Hauling (2.000 Bond. Cert. Ins.) 0 Water Meter (exempt) Q Landscape Irrigation Q Water Meter (permanent) 0 Moving an Oversized Load Cl Water Meter (temporary) Q Sanitary Side Sewer Q Other: LAND Ni.--T E.iLI N Er ? '-t4I 1' ova SO c-y INIATkJ U Po. o n, N b D o 0 5 R C 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. -f - Water and sewer assessments may apply and will be determined during the utility plan review process.' C L A1vti� 'MG 70 Plki T 1 ci CAT lug ** o rt t -1 N AL 'D ��lGLoPrr 5. Provide sidewalks per Ordinance #1158, #1217 and #1233 or obtain wai r -s ez iLti� rh o U 1 SST 1 m ( z-c c z.. �� Ts t t 1 �vs'�� �� fi1� � - • © 6. Provide Hydrological- Geotechnical analysis. 1t lvt TI (T t �:, So\L C) \rn(N> i�iwto v\.i 'C o 'Pits u. S. o f u NO 1 f U'Mh "vyym Ks -- P lZ o V ( 01, c.)a (Lil - cri eNs + 7. Provide erosion control plan as part of grading /fill permit application. y. tzx; Qu I f>.tiLrnl-1`crl E( 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). t..1$47.,,o-t , .- ck CrIEr+ tt±0 FA ... %ir.,t. •// 9. Provide Y tr f " 6 -4 analysis/trip generation 4 , study ti-L, ` 3 - ) ' C1- N " s P rA s L 10. Provi developers agreement for "& -��r" ot,1 --i r,• , ,..\ 6.. - c 7 0, v•./(,. c„11Y,'�n&.,/i 0 } - c 1- (- A r;� - c. ,s-ru aL). f 11. Provide the following easements and maintenance agreements: 1 1 � .rh rl /f7/!.1/4--) 13As v_o 'n I Krra 1.bfLT3'P1`1J AmmorallmoMm 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone:, (206) 431.3671 N our. 1Lr vivo, cnf-( ' b I a C. >a's31�1Y1�NT' serving your development. NTt' fU 04U1-4 o i u :s - I u vIv '33 0 17 12. Provide water /sewer availability letters or certificates from district "J ►" .s NL t s . 13. Obtain Metro Waste Discharge permit or approval (684-2300). 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). 0 15. Review the following City Studies r project and preparing your plan submittal: 1 4 -v u R.01 ,ytz w / TAR Ih N.) s 1 { ��z�• FLA, Pi rv' i\L j tj c rf"1 �s..., GAT £ U7 VL' Lk �•t c o1 0.11 R.O tN "C HG 'N 'DN , N7= i-1 C! 4-1A - r I `t - . Pi - 11.17 UI . of MALI, U T`l 4 W W4 73 FL G go s. C El 17. El 18. 19. 20. Checklist prepared by (staff): L1 b & Date: / 9/1 7 CITY OF TUKWILA Department of Community Development - Building Division Phone: (206) 431 -3670 MEETING DATE: 12- 19- 91TIME: 2:30 SITE ADDRESS: 13435 Interurban AV S PRE.APPLICATION FILE NO. 029-91 DATE CHECKLIST MAILED: 12 -30 -91 STAFF PRESENT ® Building (431 -3670) ® Fire (575 -4404) N i c k 0 1 i v a s /Fire Marshal ® Planning (431 -3680) Denni Shefrin /Associate Planner C E 1 Public Works (433 -0179) Phil Fraser/SR E n g i n e e r ❑ Parks & Rec (433 -1843) ❑ Police (433 -1804) ® Permit Center (431 -3670) ❑ Other: ( - ) APPLICANT / REPRESENTATIVES PRESENT Contact Person Name H.E. Schmidt, Pres Company/Title H.E. Schmidt, INC Street Address 10 3 3 5 Main ST Company/Title Street Address Name Company/Title Street Address Name Company/Title CITY OF TUKWILA PRE-APPLICk 3N PROCESS MEETING ATTENDANCE RECORD PROJECT: Southcenter Oil Cardlock NAMES / TITLES Duane Griffin /Building Official Denise Mi1l.ard /Permit Coordinator Others Name JIM THORP Present Company/Title Southcenter Oil President Street Address 730 S. Central AV City /State /Zip Rent, WA 98032 Name Phone City /State /Zip Phone City /State /Zip Phone Street Address City /State /Zip Name Phone Company/Title Street Address City /State /Zip 6300 Southcenter Boulevard — #100 Tukwila Washington 98188 BY: DLM Phone 455 °9770 City /State /Zip Bellevue, WA Phone 852 -2777 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER E APPPLICATION a: 1. Comply with the Uniform Building Code, 1988 Edition. 2. Comply with the Uniform Mechanical Code, 1988 Edition. 3. Comply with the Washington State Energy Code, 1990 Edition. Provide energy calculations stamped by a Washington State licensed architect or engineer (see attached format). LIctt4nrt4 pc e. lrra � 4. Comply with Washington State Barrier Free Code, 1990 Edition. �.015 VA LT 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: CBuilding Permit • Rack Storage • Mechanical Permit ()Demolition (building) • Other: E.] 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied. 7. Construction drawings must be stamped by a Washington State licensed architect. n PRE- APPLICAT CHECKLIST BUILDING DIVISION 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. C 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part of the Building Permit application. C 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. n11. Rockeries are not permitted over 4' in height. Retaining structures over 4' In height must be engineered re- taining walls, and require a permit. n 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. 15. Demolition permits are required for removal of any existing buildings or structures. C 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). 17. Obtain approvals and permits from outside agencies: C C 19. 20. (u ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries , rte (277- 7272). n PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- tions: 296 -4767; Permits: 296 - 4727). n KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools/spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575 - 4404). 18. , Under the State Water Conservation Performance standards, handsinks to be used by the general public must have metered faucets. If these handsinks are in food service, minimum is 15 seconds, 10 in schools. Checklist prepared by (staff): Date: i `/W-I31 CiTY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER Checklist prepared by (staff): PRE- APPLiCA.ION CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Tolephone: (206) 431 -3670 M ING''D ,PLICA 'ION I ILE 2 eAtz„ Date: / "// FIRE DEPARTMENT - Construction Information 1. The City of Tukwila has adopted the 1988 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) 2. Fire hydrants will be required. (City Ord. #729) E 3. Required fire hydrants shall be approved for location by the Fire Department, approved for purity by the Water Department, and fully in service prior to start of construction. A fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #729) n 4. Automatic fire sprinklers are required for this project. Sprinkler systems to comply with N.F.P.A. #13. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or industrial Risk insurers for approval prior to being submitted to Tukwila Fire°Marshal for approval. Sub- mit three (3) sets of sprinkler drawings. This includes one for our file, one for company file, and one for the job site. (City Ord. #1528) [215. Maximum grade is 15% for all projects. El 6. Hose stations are required. (City Ord. #1528) El 7. A fire alarm system is required for this project. (City Ord. #1528) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of com- plete drawings. This includes one for our file, one for company file, and one for the job site. 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal prior to start of installa- tion. (UFC 10.301) n 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1988 UFC. 2 11. During construction, an all - weather access will be required to within 150 feet of the building. (UFC 10.207) Z 12. No building will be occupied, by people or merchandise, prior to approval and Inspection by Fire and Building Departments. (ND ius- Inman- use) FA 13. Adequate addressing Is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) V 14. Designated fire lanes may be required for fire and emergency access. This requirement may be estab- lished at the time of occupancy and/or after the facility Is in operation. (UFC 10.207 as amended) 7 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads In excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6 ". . E(17. Adequate fire flow availability will need to be demonstrated for this project. C 18. 01.)4 71-/ 4 o51all ru- `7ilc Aefu'Ae-//e oG Z.uiadcox. c Ae ix/We 7y CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION — PERMIT CENTER Clti -:: v :: ::::::::..:::•: �::...:.:!, •.:';�;�.: : ;:::•:.:. :..:..: .... : .:...i: :..::C: :•:.. .. :.:; 1. v •. ... ................. Y...... 0 1. ❑ 2. d 3. ❑ 5 ' ❑ 6. ❑ 7. ❑ 8. ❑9. ❑ 10. FIRE DEPARTMENT --• Inspections Underground fire line from vault to riser a. Thrust block and rodding e. Hydrostatic test b. Type of pipe f. Fire Dept. approved plans c. Depth of cover g. Materials and test certificate d. Flush ❑ 12. Other: a. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit C PRE-APPLICA1 Overhead sprinkler piping a. Hydrostatic test b. Trip test c. Alarm system monitoring test d. Fire Dept. approved plans e. Sprinkler head location and spacing Underground tank a. Location b. Distance between tanks c. Distance to property line d. Depth of cover Fire alarm a. Acceptance test b. Fire Dept. approved plans Hood and duct inspections a. Installation b. Trip test Flammable liquid room a. Location b. Fire protection c. Permit Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width Fire doors and fire dampers a. installation b. Drop testing ✓r 11. Fire final 0. a. Fire Dept. access b. Building egress and occupancy toad , c. Hydrants d. Building address Checklist prepared by (staff): b. 0. c. ___, 1. d. e. Vent piping, swing joints, fill piping, discharge piping 1. Anchoring g. Hydrostatic test h. Separate Fire Dept. approved plans Fire protection systems: (1) Halon systems (2) Standpipes (3) Hose Stations (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 9 JN CHECKLIST 6300 Soufhconter Boulevard, Tukwila, WA 98188 Telephone' (206) 431 -3870 CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PERMIT CENTER SIT ADDRE PLANNIN G DIVISION (� Boundary Line Adjustment Q Building Site Improvement Plan O Comprehensive Plan Amendment Q Conditional Use Permit \ * Design Review Design Review - Interurban Environmental (SEPA) Q Planned Mixed Use Development n Planned Residential Development PiRE- APPLICA'hON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 Land Use Information Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 2. Obtain the following land use permits /approvals: n Rezone Shor Management Permit 1�,�� Shoreline management Permit Rev. iN "? 07 hewn -- n Short Subdivision /12L,'7 Sign(s) eline Q Subdivision El Unclassified Use Q Variance (—) Other: Zoning designation: Site located in sensitive area? E Ye • No Minimum setback er requirements: Front: a--- Side:__\ Q. Side: n Rear: ld Maximum Building Height: T ' 5 Height exception area? C Yes No CwRDP-r Minimum parking stalls required i rgS W Handicap stalls required: TAUS' �tf°Pco . No more than 30% of required parking stalls may be compact. No landscape overhangs Into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: 13 Side: E Side: Rear: ?.`(OG: 9. TI 10. 11. elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board ofArchitectural Review may require re- application for design review approval. 13. L•r� R \ i . � rl � , l � L `t .1 (` z- p' � 14. — Q 15. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide ---- 16. :. S1-•. r' ' wkt ' 4 4 1 Q 17. __ �C� � a�� a�1 fs �UL� \c-, iq Q 18. \t om!% c' aG- � =� �� �i 1` — Vim\ \�-�5 '�C 1 ee r° 19. \N 1 u_ rren ?e 1tyav 20. ± c AM t° 1 h` ►1 g omeo Date \ 2 161 T IME r E' SITE ADDRESS: .,� CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING DIVISION PERMIT CENTER PUBLIC WORKS DEPARTMENT C 1. Apply for and obtaji the following permits /approvals through the City's Permit Center: (� Channelization /Striping /Signing [—) Sewer Main Extension (private) (') Curb Cut/Access /Sidewalk 0 Sewer Main Extension (public) Cl Excavation (public) © Storm Drainage () Fire loop /Hydrant (main to vault) CD Water Main Extension (private) n Water Main Extension (public) ' ? Water Meter (exempt) Q Water Meter (permanent) Water Meter (temporary) Q Other: LAND AL tE? f 1 Er i'L-q.3\4l , Ft' 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the appli- cation forms to verify that all the necessary materials and information has been supplied. - 0 - • - 4 :_Water and sewer assessments may apply and will be determined during the utility plan review process. 1 - > ( 0 P r f \ � - ( ct PAT 0 (Tt ra A t_ 'D L !Jl; oi Kr . 5. Provide si per Ordinance #1158, #1217 and #1233, or obtain wailer. i p s s EL t v mot, { talyw r r.-T •h.;ST ( o c i C 1`t rfcm- �) �. 1 � ", I S It { Los � D 6. Provide Hydrological- Geotechnicai analysis. 11-Nt. a SOIL- C -k :i f t \ ' i ' A t t ' J i \) ► °' (p NsA t1SL or LINO 0\Ltf' %(.. - --PRaV f 0 {v.S ?J - 7. Provide erosion control plan as part of grading /fill permit application.•r''� c�u t �a (F 1 - vU 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and recognized benchmarks). • 1T0. 9. Provide traffic analysis /trip generation study for: 'Q-r,r s � • rYN • T. t�.r c. w 4, A c.i.cs 1 s sti i . f � t •' f " Y' (:.k t..5 . { 1 &... % ! : i'..F.t l�.1 4+• • }.�./ , l F.. ,.(, r I . 1 , +'1 ' • � .a j r� / •,, ti ('� v/'•1 rao P (± 10. Provide developers agreement for; y, , 1\6v stJ 11. Provide the following easements and maintenance agreements: . L ii5 tzr' ;s "s f X1.1 I.r._a T3kS Vs) 1 N - c:ti.0 rt.•rr /11) /< / . t,.`, ‘t Pk. 1 , r` -6r1.1 i� � • .G 1--)% ! � 1 �. Clt- 12 "It'ti 12. Provide water /sewer availability letters or certificates from districtsiserving your development. 13. Obtain Metro W aste Discharge permit or approval (684- 2300). 14. Complete Industrial Waste Survey and return to Metro (self addressed and stamp provided). ts ra INC DA (5) Flood Zone Control CD Hauling (2.000 Bond. Cert. Ins.) Landscape Irrigation (� Moving an Oversized Load d Sanitary Side Sewer oc Ej 18. G' V.) A.t..es LJ IIL. , R2:1 (l, PRE- APPLICA'{ sON CHECKLIST 6300 Southcenter Boulevard, Tukwila, WA 98181 Telephone: (206) 431.3671 E:1 15. Review the following City Studies wl2endesigqnin9 ourprojectandpreparingyourplansubmittal: ` U.S' .-� C.•<3 C7 il. Gi r, t^c ; t: w ( 1'' -R \'Y r•-) . ' ' fl, f= t r , �� c; ,'� "r'J a C W V i,,(c L' ; = ! 1 _S 16. IN &.0 ►-1 0P El 17. `` 1 1 J c Q.l "T r 1 �• C 19 i...) 0 0 20. '12 c3= '�r�, -1. t t t- G ri cam- ^r•.a 1_.111 ' ft i t i ( 1 N II I Checklist prepared by (staff): P - • )? / 'I Date: " < / / � - 7 _r___ iffi„ I \ F-43 OCT .1 9 19921 MAHAN R.,: DESALVO, INC October .13; 199 South Center Oil, Incorporated File No. .0467 -042= Report Geotechnica! Engineering Services Proposed Gas Station 13435 Interurban Avenue Tukwila, Washington ; Geo ' Engineers South Center Oil, Incorporated c/o Robert H. Lee and Associates 1520 - 140th Avenue Northeast, Suite 200 Bellevue, Washington 98005 Attention: Ms. Caryl Mason October 13, 1992 Report Geotechnical Engineering Services Proposed Gas Station 13435 Interurban Avenue Tukwila, Washington File No. 0467-002 -T03 Geotechnical, Geoenvironmental and Geologic Services INTRODUCTION AND SCOPE This report presents the results of our geotechnical engineering services for the proposed gas station to be located at 13435 Interurban Avenue in Tukwila, Washington, as shown on the Vicinity Map, Figure 1. The site is former gas station and the building and canopy currently on- site will be removed for construction of the new facility. The proposed gas station will consist of a small attendant building and five service islands with a canopy cover, located as shown on Figure 2, and the remainder of the site will be paved. The purpose of our services is to explore subsurface conditions at the site and develop geotechnical recommendations for support of the building, canopy, pump islands, underground fuel storage tanks and pavement. Our specific scope of services includes the following: 1. Exploring subsurface conditions by excavating 4 to 6 test pits to nominal depths of about 12 feet using a rubber -tired backhoe. 2. Providing recommendations for site preparation including evaluation of the quality of backfill in the former tank and service island areas. 3. Providing recommendations for spread footings, as appropriate, including allowable bearing capacities, depth of embedment, lateral resistance, and estimated settlement. 4. Providing recommendations for support of slab -on -grade floors and pavement. GeoEngineers, Inc. 5631 Tacoma Mall Blvd., Suite 7 Tacoma, \1A 98409 Telephone (206) 471-0379 Fax (206) 471 -0521 Printed on recycled paper. South Center Oil, Incorporated c/o .Robert H. Lee and Associates October 13, 1992 Page 2 5. Providing recommendations for support of underground storage tanks along with backfill compaction requirements. 6. Commenting on any construction problems anticipated from the results of our explorations and studies. 7. Preparing a written report containing our conclusions and recommendations. SITE CONDITIONS The site is bounded on the north by Interurban Avenue South and on all other sides by a Metro Park and Ride lot. As shown on the Existing Site Plan, Figure 3, the former gas station building is still on -site and a canopy is located north of the building in the former service island area. The asphalt paving has been removed from much, of the northern portion of the site. Underground storage tanks which were located northwest of the building have been removed and the excavations have been backfilled. Several test pits have been excavated by others in the former service island area for investigation of potential contamination. These excavations have only been partially backfilled. We understand that additional site investigation/remedial work is expected in this area when the building and canopy are removed. SUBSURFACE CONDITIONS Subsurface conditions were explored by excavating 7 test pits at the site on September 23, 1992 at the locations shown on Figure 1 using a rubber -tired backhoe. The depths of the explorations ranged from 7 to 11 feet below the existing ground surface. The explorations were continuously monitored by a representative from our firm who maintained a field record and obtained representative samples. Soils were visually classified in general accordance with the system described on Figure 4. The exploration logs are presented as Figures 5 through 7. Soils at the site generally consist of 6 to 8 feet of fill overlying soft silt and organic silt. Fill in test pits 1, 5 and 6 consists of dense to very dense silty sand with occasional gravel. Similar fill material was encountered in test pit 2, however, below 2 feet the fill was loose and contained wood and concrete debris. Fill in test pits 3 and 4 consists of dense to very dense sand with gravel and a trace of silt. In test pit 7, the fill is about 3 feet deep and consists of medium stiff gray silt with fine sand which grades to loose silty sand with wood and concrete debris. Q o o R n s t n o o r. Fill No. 0447-002 -T03 South Center Oil, Incorporated c/o Robert H. Lee and Associates October 13, 1992 Page 3 CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on our observations of site conditions, it is our opinion that the site is suitable for construction of the proposed facility, provided steps are taken to reduce the risk of post - construction and differential settlements. Existing fills were observed to be generally dense to very dense in most of our test pits. However, loose backfill was observed in the former service island area where previous subsurface investigation has occurred. We understand that reexcavation of this area for remedial activities is expected after removal of the existing building and canopy. It is important that any future excavations in structural or pavement areas be backfilled and uniformly compacted in accordance with our recommendations to reduce the risk of settlement. We expect that the shallow spread footings, slab -on- grade, pavement, and underground tanks can be satisfactorily supported on properly compacted existing or imported fill. Our specific recommendations for site preparation and foundation support are discussed in • more detail below. SITE PREPARATION General Existing fill at the site is generally in a dense to very dense condition and is suitable for support of slabs on grade and pavement, provided that uniform compaction can be achieved. We recommend that all slab, pavement and footing subgrades be proofrolled or probed to identify soft or loose areas. Loose or soft areas should be recompacted, if practical, or excavated and replaced with structural fill. We recommend that proofrolling be observed by a representative of our firm to verify that soils are suitable for support of slabs, pavement and footings. Structural Fill The suitability of material for use as structural fill depends on the gradation and moisture content of the soil. As the amount of fines (material passing the No. 200 sieve) increases, soil becomes increasingly sensitive to small changes in moisture content and adequate compaction becomes more difficult to achieve. We recommend that structural fill contain less than 5 percent fines for placement during wet weather. If construction takes place during periods of prolonged dry weather, fill with a higher tines content (up to 15 percent) will be acceptable. Structural fill should be free of debris, organic material and cobbles greater than 6 inches in diameter. O c o B n g i n o e r s File No. 0467-002-T03 South Center Oil, Incorporated c/o Robert H. Lee and Associates October 13, 1992 Page 4 We expect that the silty fine sand with gravel and medium sand with gravel soils which we observed in test pits 1 through 6 will be generally suitable for use as structural fill if construction takes place during dry weather. The silty fine sand with gravel will be moisture sensitive and will not be suitable for use if it contains excessive moisture. During periods of wet weather, it may be necessary to import granular material containing less than 5 percent fines. All structural fill beneath foundations, slabs or pavement should be placed in horizontal lifts and compacted to at least 95 percent of maximum density determined in accordance with ASTM D -1557. The thickness of the lifts used will depend on the gradation and moisture content of the fill and the compaction equipment being used. A sufficient number of density tests should be performed during fill placement to determine if the required compaction is being achieved. Remedial Activities We understand that addition investigation for potential petroleum contamination will be performed when the existing building and canopy are removed. It is likely that excavation and possible removal of subsurface materials will be required. All backfill in building and pavement areas should be placed as structural fill compacted to at least 95 percent of maximum density per ASTM D1557. Our observations indicate that backfill in the excavations in the former service island area is loose and contains wood and concrete debris. We recommend that this area be reexcavated and backfilled with properly compacted structural fill which is free of debris. FOUNDATION SUPPORT We recommend that the building be supported on conventional shallow spread footings founded on a minimum of two feet of structural fill. Existing fill materials should be overexcavated and replaced with structural fill compacted to 95 percent of maximum density per ASTM D1557. It is possible that the some of the overexcavated materials will be suitable for reuse as structural fill, as discussed above, For foundations prepared as outlined above, we recommend using an allowable bearing value of 2,000 psf (pounds per square foot). This value applies to all long -term live and dead loads exclusive of the weight of any overlying backfill, and may be increased by one -third to include short -term loads such as wind or seismic influence. We recommend a minimum width of 24 inches for canopy footings and 16 inches for continuous wall footings. All footing elements should be embedded at least 18 inches below lowest adjacent grade. We recommend that any disturbed soils in the footing excavations be removed, or if practical, recompacted prior to concrete placement. G o o B u g i n o a r i Filo No, 0467-002-T03 South Center Oil, Incorporated c/o Robert H. Lee and Associates October 13, 1992 Page 5 Lateral loads may be resisted by friction on the base of the footings and floor slab and as passive pressure on the sides of the footings. We recommend that a coefficient of friction of 0.35 be used to calculate friction between the concrete and the structural fill. Passive pressure may be determined using an equivalent fluid weight of 400 pcf (pounds per cubic foot). This assumes that structural fill is placed against the sides of the footings and that the top of the fill is confined by either concrete slab or pavement. A safety factor of 1.5 may be applied to these values. We understand . that the canopy will be supported by isolated concrete footings. To determine the depth of embedment required for lateral resistance, we recommend that the formula shown in the 1991 Uniform Building Code, Section 2907 B., be used. Since the parking area will be paved, the formula for lateral resistance under constrained conditions should be used. The allowable lateral soil bearing pressure for S3 should be 1,200 psf providing there is a minimum embedment of 4 feet. Resistance to uplift of the canopy footings may be computed using the weight of the footing plus any overlying backfill; friction on the sides of the footing should be ignored. SLAB ON GRADE Service Islands and Building Floor Slab We recommend that the new service island and building floor slab areas be supported on a minimum of one foot of compacted fill. We expect that the existing on -site fill soils will be generally suitable for supporting slabs provided they can be uniformly compacted to at least 95 percent of maximum density. If adequate compaction of existing material cannot be achieved, the existing material should be excavated and replaced with at least one foot of compacted structural fill. We recommend that a representative from our firm observe the subgrade in these areas to verify adequate surface preparation. If moisture under the building slab is a concern (where adhesives for tiles or carpet will be used), a polyethylene vapor barrier should be placed below the slab. A 2- inch -thick layer of clean sand can be placed over the vapor barrier to serve as a leveling course and to protect the barrier during concrete placement activities. Underground Storage Tanks We understand that the underground tanks will be supported on at least one foot of pea gravel bedding and that they will be strapped to concrete anchors. It is likely that soft silt or organic silt will be encountered at depth in the excavation. We recommend that the soft soils be overexcavated a minimum of one foot and replaced with compacted structural fill. It may be necessary to stabilize the base of the excavation with a layer of quarry spalls or a geotextile fabric (such as Mirafi 500x) prior to placement of the fill. G o o E a g i o o o r$ File No. 0467- 002 -T03 South Center Oil, Incorporated c/o Robert H. Lee and Associates October 13, 1992 Page 6 It is likely that seepage will be encountered during construction and recommend that the excavation be dewatered as appropriate using surface pumps to reduce the effect of the water on compaction of backfill. All tank backfill should be placed and compacted as previously recommended for structural fill. PAVEMENT SUPPORT We recommend that the upper one foot of the existing fill be uniformly compacted prior to placement of the pavement section. A sufficient number of density tests should be performed to determine that 95 percent compaction per ASTM D1557 has been achieved. If construction is performed during wet weather, it may be necessary to remove the upper one foot of material and replace it with structural fill containing less than 5 percent fines. In automobile traffic areas, we recommend that pavement surfacing consist of 4 inches of crushed rock overlain by 2 inches of asphalt concrete. The surfacing should be increased to 6 inches of crushed rock overlain by 3 inches of asphalt concrete in truck traffic areas (fuel delivery areas). The crushed base course should comply with Washington Department of Transportation Standard Specification for Road, Bridge and Municipal Construction, 1991, Section 9 -03.9(3) "Base Course." The asphalt concrete materials and placement procedures should comply with specifications in that document for Class B Asphalt Concrete Pavement. SETTLEMENT The amount of excavation and disturbance to subsurface soils that has occurred on this site increases the risk of differential and post- construction settlements. It is important that future excavations in the existing building and canopy areas are backfilled with properly compacted structural fill. We expect that settlement of footings and slabs will be less than 1/2 inch if they . are supported on material compacted as recommended above. Improper preparation or disturbance of subgrade beneath footings and slabs during construction could result in larger than expected settlement. South Center Oil, Incorporated c/o Robert H. Lee and Associates October 13, 1992 Page 7 LIMITATIONS We have prepared this report for use by South Center Oil, Incorporated and their agents for use in design of a portion of this project. This report may be made available to regulatory agencies and to prospective contractors for their bidding or estimating purposes, but our report, conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Our conclusions presented in this report are based on widely- spaced excavations within the project area. It is possible that areas with different subsurface conditions than we encountered in our excavations exist on the site. A contingency for unanticipated conditions should be included in the budget and schedule. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted practices in this area at the time the report was prepared. No other conditions, express or implied, should be understood. Yours very .truly, SLF:GWH:db DOCUMENT ID: 0467002R.R Attachments Two copies submitted Sally L. Fisher Geotechnical Specialist Gary W. Henderson Principal o o B A Y i n c c r i File No, 0467. 002 -T03 GeoEngineers, Inc. yerton, •1 i Roservoir I �� a 1 , i River :��•�ihfil'�� %lI • SCALE: 1' = 2000 miles REFERENCE: USGS TOPOGRAPHIC MAP ENTITLED, DES MOINES, WASH. VICINITY MAP FIGURE 1 O 0 co m v 11 n T —1 -c 1 m r 2 INTERURBAN AVENUE SOUTH SERVICE ISLANDS li io 5 0 �o Q 30 1 1 4 p 4- • ••••• •■•• • •• . r •■•• • ••■•• 4 On... 4 ina.• • ow, %••• 11111161/11111•••••••••••■•••■•• Geoft V•11111111111111P 1-.0ns,••••••••••,•••.•••••nro-••••••••••••••••••. II. 19. Trtal ro■ J• • :-.1.• • .!.. It L 11,1 • ti...,111tr.,•-•••-•••••••••:In•Is.-1 1 •. . • .....• • • ...... • ..... •......• • ....••• • ....... • ....... • • .......• • .......• • ...1 ...4 ..... 4 cf:• i I 4, ..fc) -LCCIP)- 1., ! / 1 I •'..... •••••• • •..• • t; 0 r ...............i ...., 1 1 I • I , • --..........1.--. to) anala mitn....v•Istroir■T inly••••••••• s•••••..• ........' •11•1•11•41111•311•1101111011•1111••• • gialerk2. 1111 ...a • On. • ••••• • ••••• • 1.2•0 • 1••.• • •••••11 Or. ...NO .••• •••• •••■• • • ■•••••• • •••■• • • •JO FIGURE 3 .• • • • EXISTING SITE PLAN 0 1 1 60 10 60 W 0 COARSE • GRAINED SOILS MORE THAN . 60% RETAINED ON NO. 200 SIEVE FINE GRAINED SOILS MORE THAN 60% PASSES N0. 200 SIEVE NOTES: MAJOR DIVISIONS GRAVEL MORE THAN 6O% OF COARSE FRACTION RETAINED ON N0. 4 SIEVE. SAND MORE THAN 60% OF COARSE FRACTION PASSES NO. 4 SIEVE SILT AND CLAY LIOUID LIMIT LESS THAN 60 SILT AND CLAY LIQUID LIMIT 60 OR MORE HIGHLY ORGANIC SOILS 1. Field classification la based on visual examination of eoll In general accordance with ASTM D2400 -04. 2. Soil classification using laboratory tests la based on ASTM D2487 -05. S. Descriptions of soil density or consistency are based on Interpretation of biowcount data, 'visual appearance of soils, and/or test data. �tc Geo f Engineers SOIL CLASSIFICATION SYSTEM CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC GROUP SYMBOL OW GP GM GC SW SP SM SC ML CL OL ORGANIC SILT, ORGANIC CLAY MH CH OH ORGANIC CLAY, °noANIC SILT PT WELL - GRADED GRAVEL, FINE 70 cOAR6E oRAVEL POORLY - ORADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL - GRADED SAND, FINE TO COARSE SAND POORLY-ORADED SAND SILTY SAND CLAYEY BAND SILT CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY PEAT SOIL MOISTURE MODIFIERS: FIGURE 4 GROUP NAME Dry -. Absence of moisture, dusty, dry to the touch Moist - Damp, but no visible watar Wet - Visible tree water or saturated, usually eoll Is obtained from below water table SOIL CLASSIFICATION SYSTEM DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL 0.0 - 8.0 8.0 - 10.0 0,0 - 2,0 2.0 - 7.0 7.0 - 9.0 9.0 - 11.0 SM ML SM SM SM OL Geo � ;=-j En eers LOG OF TEST PIT TEST PIT 2 mum 3 DESCRIPTION TEST FIT X Brown silty fine to medium sand with gravel (very dense, moist) (fill) Orgy silt with organic matter (soft, wet) Teat pit completed at 10.0 feet on 09/23/92 Rapid ground water seepage observed approximately 8 feet Strong hydrocarbon odor noted Disturbed sample obtained at 8.0 feet Light brown silty fine to medium sand with occasional gravel (medium dense to denso, moist) (fill) Dark brownish -black silty and with abundant wood and concrete debris (loose, moist) (tilt) Black silty fine and with interbedded layers of organic matter Goose, moist) Brown organic silt (soft, moist) Teat pit completed at 11 feet on 09/23/92 Slight ground water seepage observed at approximately 8 feet Strong hydrocarbon odor noted at approximately 3 feet Disturbed ample obtained at 8.0 feet 0,0 - 8.0 SP Brown fine to medium and with gravel and a trace of silt (dense to very dense, moist) (fill) 8.0 - 9.0 SM Silty and with quarry villa (loose, wet) Test pit completed 1 9.0 feet on 09/23/92 Severe caving observed from 6 to 8 feet Rapid ground water seepage observed at approximately 8 feet THE DEPTHS ON THE TEST PIT LOOS, ALTHOUGH SHOWN TO 0.1 FOOT, ARE BASED ON M4 AVERAGE OP MEASUREMENTS ACROSS THE TEST Pxr AND SHOULD BB CONSIDERED ACCURATE TO 0.5 FOOT. LOG OF TEST PIT FIGURE 5 DEPTH BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL LOG OF TEST PIT DESCRIPTION TEST PIT 4 0.0 - 6.0 SP Brown fine to medium sand with gravel and a trace of silt (dense to very dense, moist) (fill) 6.0 - 10.0 OL Brown organic alit with interbedded layers of fine sand (soft, wet) Test pit completed at 10.0 feet on 09/23/92 Moderate ground water seepage observed at approximately 8 feel Disturbed samples obtained at 2.0 and 8.0 feet TEST PIT S 0.0 - 0.5 Asphaltic concrete 0.4 - 6.0 SM Light brown silty fine to medium sand with occasional gravel (dense, moist) 6.0 - 7.0 . SM Gray silty lino sand (medium dense, moist) 7.0 - 9.0 OL Brown organic silt (soft, moist) Test pit completed at 9.0 feet on 09/23/92 Slight ground water seepage observed at 7.0 feet TEST PIT f 0.0 - 0.5 Asphaltic concrete 0.5 - 7.0 SM Gray silty fine to medium sand with gravel and occasional wood and concrete debris (dense, moist) (fill) 7.0. 10.0. OL Brown organic silt (soft, moist) Test pit completed at 10.0 feet on 09/23/92 Slight ground water seepage observed at approximately 7 feet Strong hydrocarbon odor noted THE DEPTHS ON THE TEST PIT LAGS, ALTHOUGH SHOWN TO 0,1 FOOT, ARE BASED ON AN AVERAGE OP MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BB CONSIDERED ACCURATE TO O.S FOOT. Geo �� Engineers LOG OF TEST PIT FIGURE 6 4 a11111111111/11111111M■ DEPTH. BELOW SOIL GROUP GROUND SURFACE CLASSIFICATION (FEET) SYMBOL 0.0 - 0.5 0.5. 3.0 3.0 - 7.0 l� Geo En ' eers mo � LOG OF TEST PIT DESCRIPTION TEST PIT 7 Asphaltic concrete SM -ML. Gray silt with fine and (medium stiff, moist) (fill) grades to brown silty sand with wood and concrete debris (medium stiff, moist) (fill) OL Brown organic silt (soft, moist) Test ph completed at 7.0 feet on 09/23/92 due to refusal on large log No ground water seepage observed THE DEPTHS ON THE TEST PIT LOOS, ALTHOUGH SHOWN TO (:)1. FOOT, ARE BASED ON AN AVERAGE OF MEASUREMENTS ACROSS THE TEST PIT AND SHOULD BE CONSIDERED ACCURATE TO 0.5 FOOT, LOG OF TEST PIT FIGURE 7 Client: S�RUCtuRfl� � u L4 • - EXP- IRES._...:.081 09 /qq LA-1\z`PP 1 Sq3S 101 ,nt-Q- - "TDV Lo(to.t rfrq CHECK Kramer, Chin & Mayo, Inc. SUBJECT 1992i ��.:.. • i 1 . r l t i I 1 i-.. i ._..�_Y •..M.1...4. ..� • SHEET NO. Client: ( \)o - (3) Lc At : 2S W 11Q 1-c c v' ( 0Y_:? t�c tiE • • 444; 414. • k t I I 22162 •Lt1 1G4 L JOB NO. BY CHECK • I 'CU1/1, ki CAPP SUBJECT Kramer, Chin & Mayo, Inc. Kcm 20 7 1 F lo q /at DATE ! I ' I • l SHEET NO. !3 Client: a)WOR711 - L . „If , • • • . =, • = • i'Llo2-‘11 JOB NO. BY 10 .11.■••■••■•••••■ry CHECK r 1 ' ••, ••• _ . . , 8 . t ... F ...._ -,-4...i.- i • - -:--- - r- I / : , I • ' • 1 _4 1 ; • i Kramer, Chin & Mayo, Inc. Lo d '1 • ._,..;*1)rIL-- pJ 6.1 " 7 ; " To • i . ■ 1'1—r'. 1 -- 7', '''' .! -.. 7 ' . r" -. 7 -,- "T -- ,•••; . , , ... i s r i s . •., 1 - •• ' .. 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Pa < V NE4, aaa ` � q PH Mi\�'� r / o1Pt 9382 PRAWN BY: HAP DATEK6/ 92 OWt' ,J09 NUMi9><R:191200 SHUT 1 OF 1 0 woman s1 omaliRtN6 :NC. taoi I.L. / MOS RE!ERVCO . I /2(0i ql JOB NO, BY •••■•■•••••W CHECK id -g 4 , )0 tA), .1- .L0 . . ao)- io35)Slko ; IT , • • • . rt7 Hcp (r 12' it 1\' ro PLIF: ,• . _ - • • • ()3/2 _15 • •• •• • • • /017.5 Ir Loisret ••■-. • ?‘:. GT S ' 'It 7177T! ••■•••■•■•••• - Tv 4r.,01Lh cAt Kramer, Chin & Mayo, Inc. Kcm SUBJECT F2,- 1,0P- 7-12-0W. • ' .,• - • : • 1 4_1 , ( 2,1-,?st kiCt r i0 (° + DATE TTti r r7 • .77 7 ; 1 iilk?, (3 SHEET NO. Client: 1 '4 BU @ L1 r5v s 22 O A ' ) 1 0 5 5 1 E ) + 50CQ:A4 6 + z Z-I Z(t ) I 0 its, Q \- t,�.� f6S(0:'/6 V) 1 "'k - 63 Sk)PPC7V CscE HR GNG'N a4 C L M �O���.Z 125O(.12-) - F 1 S�C -1- 1 �- . 73 164 q) ,33 1 � W.t2 X 22 @ $ (c._ Picg=13.91 e 0 ■ r d „ • S S A t , t Bi `�: T �s6 7 :-_ j03•1(ko) • �- ..i I S s 4-- c . ( ; t 0 � 3f �: 1:"+: - 1' -; ' - : - L- WC.iF,T) - MOO t 3 > o ( 3) 1� ►` _. ►.:33�_._lE �1 --�f t 'jV 07 Kramer, Chin Sc Mayo, Inc. Kcm Kramer, Chin & Mayo, Inc. Client: - 6, e tt - pv.1 }� 5 4 -[/0 - 6;(11) .3 jr C016 (u � _I; : p e (z25"' < 1.•4 4 �.; ,�e7bVEr ss -22 0 it q1" € 1t . [ . : Et‘ifi 150 6 t2 t(tss -t22t tO(_1o1 0 ,&S3 e/ elcth Bl ks2 - 0 1 1, 4 i , y‘t f 5 . x to: ts • "1 1- � i 1 • T ' , • • t - s I f i . _ I - ,' -CUsq f . • \SSUo d 3 w- 1 200. - ` ^` � 1 I t 1 — « .".. ` � . • � . rr Ti 77" '. r *..T.... 1 y • • 2 JOB NO. 8Y • • • • CHECK a Pq SUBJECT 1 kt' 4 T SHEET N a o, Client: 6 = /Of 16 \ik) i,(52Z) Y L261.ta'a • A , 01- ,L1 -Cor VM-11 . _ osi 6 1. 6 - E • / OSE. Wit( f Q rP , " ..„ , r • • „ .t. 2_111/ JOB NO. CHECK ALA CA1\1) SUBJECT Kramer, Chin & Mayo, Inc. Kam 0. ? s-C(.1 6) 46. ( ts50-C>) ei3O+ 1.68 gip usE., 114 es13 r i ) • ; ; , 21 l 2, DATE SHEET NO. Client: ` BE,.. (1)P_. - ‘ 1 - - ( �'( -- BS ibtoo 22Lr4k JOB NO, BY J CHECK Kramer, Chin & Mayo, Inc. U.N 10... teLT • . � v �. .1. i_ :.- i 8 i .: - . off s . — ► _ _. _ .T ,; �; • : - - 1 • _ _ _fi r.. .. _ _�_. i i : 12 - SUBJECT C 11 �3 DATE - 1, 1 �, _ ..... — -. n . . � I � .._:._L.- ^i _ ... _ • .. L- ' r .. _ _. _. . • • 1b� 1VLV Q _y _^`- 11 - ..._._ .- 1...._.Z_..' ' . L..i -:--- 4 I 1 ;- e. � . �..._. S 18:765i. N i ITS -Pclor SH ET NO, Client: a G - � i 1 t JOB NO. CHECK �.` ;. s s t. v . & - s;) w l " la \- -- R- c-A.( ItS0 • Kramer, Chin & Mayo, Inc. Ufa a-G A 8t0 Imo ' {- .1_.:,•.�. �«..i..!._. • • .._.. _!...:.1.:._ :___.i._!._ 1 �? _. • . t,,, �. f . r r 7' T'1 7 • T . 7 I - .... , . .. • ■ _ _.�1 i . r; ` k Ci ;..tz mom 7c io 0.s - SHEE NO Client: 1SLtC&-I it c• Q- € l ( p- r t e 5e6rIo car ti•!0?` 1031 + , /0'(155gc) 4. /0' (tSS r�b't12 ) - S S -_.. P I o33 + (12t s- -21 o / = 74- i ". BSc ;•.. :.... CFeNt B� 61-g 1[1 � �.. i s ( - 1 tI .66 ta.0 • ;14.22 ( id) J _ • i.. • 21.1 02.41 JOB NO. • I�SL O BY CHECK Kramer, Chin & Mayo, Inc. SUBJECT ..L.L. ! ..i_.: c 1 1..i_.:. ! i .: '-'.. .' . -: ::: ,... : ÷ 7 1 7- 4._+. - r_i.: ,...., - ,,... L . : - ....,..t., -t it , 11 - L -r ,...„....: - ...; ::::: ,..... r... - :.:_ :_r7H - Li --- . .... , ,.. , sic ti 4-2.2(.4 2.2(,to) ' CA. .� . ;'. .F `170 S r -- - — �� �... _ , , . . _.._.,_......:' -,".......-- -,____ , . . t I 1 '. • 3/tiz DATE 3 SHEET NO. Client: ` iuNO41; - e.ew Kw Z,E,si t c N� w� 22. �Sr t 1/y 1) ‘1-.)eAk) Ol 'n/ t�t =(. .C,'e, ( fly)= 4 Z - �� = `I L+ 12 sot.,) = Q-° _ 1 2.2-SPs n1 W18 T /(3) r 22a. tS' -!,') IL' (2)L&.. Zo,1(,2ti/la!e - + I t Le IG u s t . _ - _ _r•-•'' JOB NO. BY CHECK Kramer, Chin & Mayo, Inc. 111„ A CAN SUBJECT slDXioy`Iq 14L-1,2City50,1 .0 .C.‘`. : o b21�l21.ST : 0102 b •.627' . • \ fit • t _ ... r . , _ r .._ _ ._....:... , .. • ._r_• "'- -t* i_1 r__,r� , 1-•__-_i � 'I t i_ ,_ '. L'4_7 1'_.:_• 1 {. i i t; i ....1.....1.11 r� + ,L. -«-• ,_L_ ' . _. .. .. ' 7 • .-1.. , i 1 j I Fr 7 I • i • - �i '- f ' 1 1 2. DATE, SHEET NO. • z Client: 1?) j c .. (2-it)-t,\--G —Z–' • 'n 6 • • G0 ,,,�> 3, 64 - UNIP4.=Li Q'Llv�'_ o• k�.ck • :. :._. ::_ �.:.:....__.. _ --�,t k4,2 --- ' 2, -- ..- u .. 1.5 � 4��.-� ... ::: V. : : •• . (. 0 Vic. Ck. 2°\ , k� ,cs cuts :.. _..... • c it. :. x",25 —Pel 15 ^� :.....:..:.. :....;_ . :. .. ... :.. . Ph M. -Liu £- ' ..t f _ .. _ . _ .'.. ' ... : • 1,‘ o. ......... S� = r :mod t '� ci S� n `\ • . / • ; :: - • 'f_;_w..: r .�. : ....: _ :.:.. ... . • • 1 • • 1 �. vvv l ��� F _ t + r } f � . � .. 1 1 1 : � ua iaa' t �� � ( +mi / � -. �f Y . " P"v '` i !f ..-.I _L.1. L. _ i. I.+ _: __ _ ; _ _� - �_ . _ . . , ...... . _ -. `L�!. ..�.v ! T — , —.1. —1 ,. • °i L ■ • i , I i i i I ! t ttti��--- t : ! i , Li I + I t I ... ...i_.�._._.. .,...i.._ }_. .t,.. • '....1 , : i tr ' . � .A.. T .1 _j i a ! , ' I . t i I t_ R 1 , 1 I i t J i_.;.-._ i t +( '.� L + I t ;. .1 _ . . s _... ... _. ..:_ .... �..:. /� �_ • r.. _ 7 _.»_. __ T i. r , i 1 � {� i i i ._ II .� , � ....i 7-r-17.--1-1-7-7 t ' j, i r .. ' 1 • i • i i ....T.' - i • . ... , ,,.,. , I 1 ; : ; . i ; .. i .r i., _.: ;- . ' "- -?'-r i r ; i , , i ; , , ! , i i i i i - r - r t • . 1 , , T , . . a , r. . . . - i C 1 I 1 , I + ; i 1 ii , i ! I 1 , 1 r , I I i . I i _ - r• - a ' . 4;!;! 1, i i i I I i I i i i f II ,, , I! t ! (� -...: .., .. .. .... _._ ... �.. ..:.. ._.. . ». .... _ '_...._�. : 1 -._ I Tr `r ___r.., ,: 't ' i ' ' »5...L_.. •. , i r t . 1 I i I . .... i . 1 . � t"j' I I ' t i , i . + r : i r t L L.1 1, � . 1(; 1 j 1 i T 1' 1 1 • � ,, ., 1 h 1 t j .... 1 . 1 i I , i r. 1 • ' 'i ! I '• J i t 1 t I 1.-77-1 r I r —7-1" 7 ! .y i ? JOB NO. CHECK BY SUBJECT DATE SHEE NO. Kramer, Chin & Mayo, Inc. 27162 -�( JOB N0. CHECK Client: ES_.�._ F— Tl — i t�.s ~ J� 1 •� Fa ri 2 3 19921 MA HAN & DESALVOC . , !I . -7. - ($)/0 C.P LCS oo bgA 1+..'1}JCSS - TAsct%E, 0 3 1K) • P 1 h '' JJ`rU l E ■,0 CCP PE SRA I IJ c, U �`� : tTJ `A\)5" 1) L.LLN, X 0 1 . 1 E 1 LS e -o A2- > 14.25)'\ b- c.; skr\= ee C qdj-r . 29, CoG?e f—.. Kramer, Chin & Mayo, Inc. ACC SUBJECT (21:0 i t Thz- OATE SHEET N0. Client: s ift.). • 22iD24 1J1= 4 '2 �f� Kramer, Chin & Mayo, Inc. Kc it 1A`' CCC s u)W.) LI Ile.. ( ) 55, I n :. b'2-/(a : \g "Ct11(A _ 3°1- cto leD s Fb = .1. (Ole) f 3 5 ►°I 51.. ..... NC .. CT lCa JOB NO. BY CHECK . y._2_ 2 Ses) • • .;. � _�� 1 P 22 k C.2, S SUBJECT • 7=$ fi4pr z dAp�PY , ' Lrl- . • • -t -� 1.._._ _. - i-- I - : - " r -r -1. r. . .. . r _:.. -1..1. i. • • • 11 Client: ����� 1.T Y-i1 \ =6.14-0 z \ 14) CLobc 4-121 < ��,s ►� Kramer, Chin Sc Mayo, Inc. Kam 221159, J08 N0. CHECK ��lu ;LTh = 0 1)- \ ,25/ 2) 1 c (PC)S1, Cob CiPc 'e ( 2. s --‘rqA ) 6x ck\n 2Us> 2 -SL 7L- I o X3X 5 / 1 8 : :016 ► DATE Z • i SHEET N0. Client: 6 (27 n - r Kramer, Chin & Mayo, Inc. Kam a - ' 22ro2• JOB NO, • \P—L, FF2. Si:lr`to ca) ` F2S 1642E )30 1 u o 5 �> VJ 'TO LE,s s • • BY r✓... _� 1`. �/) 2 ' _. _,...r..:...1_.:...i yV,1 .W W7/. .. ��tl .-_.. ... \� ✓",'w ___ L1 . .. .. L ' = � �.l = ( , ( •' s� ._...f • DA—Q. 0. Etpo 7 1 : 4; LEOGItt. Lb . - STS: e1Li6'c s ' E: I_ CHECK a;. Liti - 4Lf,2Cith " 5 rt- - /0-E2L y: 20 • I c_Al)oP'? LA SUBJECT 0 2 -itV - - QF O 'LC Lt;! cb8. r .� • H'1 ..= ( hi/9 2_ DATE SHEET NO. Inn fami k•/ BC STWoR:. - - tioM►.1�Z— W 11.I1, Lo AD — FoR. FRAH ^ - S'rR:.oe -•r•.J R- A `. 1Z, E J o f l.'- (o" wlsc X I osy FoK_ sEr-vtc.E SrAT for . I343`5 I1 -B Avt. 3. , Tuttw 63A CotaE 4 . 1111 UQ.c_.. 5 PSF WALL, b E Ahb 8o 1-1PW ,E.w>'G t...1 it-JD L.'S PSF S•JaW ►•IOTiE S SNOW 1..oAb 1 S Go b,.A "Yr. EX >5 U'r 15 . () NA.' KE'..`I To Oc. u1L Dva To Loc.A•, u uDter A STA.flo1.4 Coo-)0 rY ADO VC A►.1D rslor A'rt c. w - D Yo . Ir.I 05K- 00.3 RR °J c AK.EA Fo R- G J bb to.) G 4 PRA ►.)o, 1Z1B4- .,o�, k . - I,o(, (►,a;(1(..4 \1.0 2i. G PSF 13, 9 rsF. w,uA, sA2A + 8.7 PSF LEEwARA FOR' F,r. AMCS Cow'oN Wv4r, F"- t , c1a r; . 1,t,y16.4 2.1 PSfa- 15e c.y.. to 45, C.A%-v S 'met.. PAaet.s SPANK ts.J .. V •'�'1c Aug 8 M 7-■ c8 a f000 P 'Ac- .;-toa z 2 2 . 3 IN < G , 1N- 0 .22 0,5 a Ito k. o v 111 r' r: ' c� y 4 � - r — :. CLADA, Pte. H pR. o to u se 2- 1 Iv T E1:, SerC�w e eza c," w I Cog PA.J Q. Bo M `ro Fir -AM e `12..- 13£31 Et tp �2A. •� � e.. CA,%14 S W Imo w GAb i•4 4 P�Jr �8 '�' 2. V4) SG Ph ?IF CSG> z 12. 4 ?' 4 :0 AN - I; o it. n r Ca .s W/ 3>c 3 X 0.12_o S0.. TIAa•E• M z4.4 Ir•J - !L e >0.-1 z)-Ars __ 3 - d- Sa 1• ik+. ti 2 44 l z 19.2. 14- 1 . 2. 1. 33 o.f.X3re)+ Go.4c A.Ere .... 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M c•rNt. - Spot: o F "r0!5r" FR-A. r•-• , ArrA C.FF 'ry - ru d cc W/ a toe 8 " o: 14 io @ 'R-o V t G. nrJGlt -c: i; C-T-% me C►�.11"' A■ T E A Co fr....) o r; kt o.s V- C A Stab .. 01 4JA Pi4r.1 E1.5 t A buoR Po srs i,J/ !4 " FrLi. - w Et.b S Z i t Lc o.) t. ►,D cr o F 'MO tr' To I M t3 Eta , (1 - B M rbez Mei.- r - roTAL) 3 - 1389 Rno F f I LA <_, C o y -1 G P vavr" D IAPµ - p_,A.6./ LoA0 = 195 PLF MAX. + Arras F, PANS "ro PA. r- St) 4E'S W/ 4L to e 1Z " oG. •ArrAGN - ro mu am FIc E W/ it to e 8 pp_ AT AL_ WALL. or -IS VS E . (.4-Cur S gay f.3 EOPAE' I WASu -s G NERD 1^o R- SIC'A AG,A /6-1 sr (0.4 1=1-A 6�►- �E� -J1" } bVctL"ni *a G Roor = 18 I!i S I D el-i Pr- :I.0 c. Cb.7x1L.4> = )2_2. Ps F; I - .1 — A2Elt ■ = 1$ .5 = 0? c.►Fr- ovt .ruito III 3.25 X12.2 PSP.1- ISi (4.2 x2z.c.PSP� 22 goo Fr- 16 MIZESIsr. 1.s(2-2-80-) = 19 ici. ' )C3.- &)cui) W 1 44 PsF SLA% wr. use 19 x - I . s ( 4." - n+ +c.. x -4 4 e I2." os-. aM WAY :11/16/92 - 14:29:27 tat SYSTEMS PROFESSIONAL STRESS - PROGRAM NO. 16.1 REV- 310F.F2 444 # # #x# # ##x * *44444#t##4444## #t# #44#x## ##4 #t ##xx ##### #4x4#4 #x # #4 #t#44 #tt #t STRUCTURE - ANALYZING BUILDING FRAME t FOR BESTWORTH ROMMEL t 80 MPH EXPOSURE "0" t 92- 1389.WP TYPE PLANE FRAME NUMBER OF JOINTS 6 $ STATISTICS $ TRACE NUMBER OF MEMBERS 1 $ LIST MEMBER PROPERTIES IN INCHES NUMBER OF LOADINGS 1 $ LIST LOADING 1 NUMBER OF. SUPPORTS 2 UNITS POUNDS INCHES TABULATE FORCES DISPLACEMENTS UNITS FEET JOINT COORDINATES 1 0 0 SUPPORT $ 2 6,5 0 SUPPORT $ 3 0 4 4 6.5 .4 S 5 0 8.5 $ 6 6,5 8.5 UNIT INCHES MEMBER PROPERTIES PRISMATIC AX 1.38 IZ 1,91 t 3 x 3 TUBE 1 THRU 7 MEMBER. INCIDENCES 112 $234: • $356 $413 535" $624 $746 4 UNITS KIPS CONSTANTS E 29.E3 ALL UNITS POUNDS FEET #. LOADING N0:1.WIND LOAD JOINT LOADS 5 FORCE X 1270 • UNITS POUNDS INCHES SOLVE PROBLEM CORRECTLY SPECIFIED. EXECUTION TO PROCEED. 1 STRUCTURE - ANALYZING BUILDING FRAME (UNITS IN INCHES AND POUNDS) AREAS MOMENTS OF INERTIA CONSTANT MEMBER LENGTH. ,X-AXIS .Y -AXIS Z -AXIS: X-AXIS: Y-AXIS 1- AXIS,: E 78,00. ,4E +00 .0E +00 1,9E +00 2.9E +01 2 78.00 4E +00 .0E +00 1.9E+00 2,9E +07. 3 78:00 .4E +00 .:0E +00 1.9E +00 2:9E +07 4 48:00 .4E +00 :0E +00 1.9E +00 2:9E +07 54,00 .4E400 ,0E +00 1.9E+00:2..9E +01,. 48.00 ,4E +00 .0E +00 1.9E +00 2.9E +07 54.00 .4E +00. .0E +00 1,9E +00 2.9E +07 MEMBER PROPERTIES 1 °STRUCTURE - ANALYZING BUILDING (UNITS IN INCHES AND POUNDS) OLOADING N0.1 WIND LOAD MEMBER FORCES • MEMBER JOINT AXIAL. FORCE SHEAR FORCE MOMENT 1 1 .000 .000 .00, 2 .000 .000 .00 3 1.491 -624.658 - 24368.37 -1.491 624.658 -24354.93 5 634.174 -415.173 -18547.30 6 -634.174 475.173 -18516.16 4 1 -1099.830 634.333 21866.44 3 1099.830 -634.333 8581.56 5 3 -475.173 635.817 15786.82 5 475.173 -635.817 18547.30 • 6 2 1099.831 635.681 21887.86 4. -1099.831 -635.681 8624.83 7 4 475.173 634.190 15730.10 6 -475.173 -634.190 18516.16 FREE JOINT DISPLACEMENTS ' JOINT .X-DISPLACEMENT Y-DISPLACEMENT ROTATION 3 .2437 . 0013 -.0058 4 ,2437 -.0013 . -.0057 5 .,:6688 .0020 -.0044 6 6676 -0044 SYSTEM PROFESSIONAL STRESS 11/16/92 " . ',:•'STRUCTURE....ANALYZING•BUILDING:FRAME ...• •,:i44*****4.04******44*****4t*.*****i*********44****i**4,40**4*4 - ..• • • • . „ „.... . • FRAME , „ . : 7 MEMBERS:' 6 JOINTS • • ' 1:LOADINGS 34 1.INES:INPUT''...:, ,., 94 RECORDS USED"' MINUTES RUNTOE*. • # "EOM asmoimminammir COMPANY ARCHITECTURAL METAL ROOF & WALL SYSTEMS STEEL BUILDINGS AND CANOPIES CUSTOM METAL PRODUCTS 1 4" 1n 12" OR 16" PANEL PROFILE SECTION PROPERTIES FOR #20 GAUGE (t = 0,0356 ") HI —RIB, Fy , 50 KSI DECI- 16" WIDE PANS 12" WIDE PANS SECTION PROPERTIES PER FOOT OF WIDTH: II • Slruetural • Tranepartatlon BO O. W. Bancroft Stmt • P.O. Box 88039 rtland Oreggo�n 97201 -003 one: t'5O3)224 -9580 + FAX: (503)21B -1285 !C11ON PROPER11a8 kY F. BECKER COMPANY 4CKENZIE ENGINEERING INCORPORATED REM14: NoaNNIIINI • 2346 N. ROSS AVENUE PORTLAND, OREGON 97227 503/288.6341 800/275.5341 1" FAX 503/ 200-1642 jJ o'f A 500° t( DRAWN BY: MAP HECKED BY: OW4' OATS 6/3/82 JOQ NUMBER:191200 SHUT 1 or trAcsanne SHOmC1FRtNGZNC, 1 Z ALL RIOHtS MEMO /._is =tea_ D %n1,4 • • ' . • . „ 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washifigto 9 ) City of Tukwila *O." ' . ...... .2. ...., I iSa 0 b y . *••• ................... olor 1906 OctOber 16, 1992 Department of Community Development Rick Beeler; Director •Mahan & DeSalvo, Inc. Consulting Engineers 1200. Fifth Avenue, Suite 1910 Seattle, WA 98101 Regarding: 92-T-15: South Center Oil Company (B92-0375) Please do structural review per U.B.C., 1991 Edition. Sincerely, -- T5colbto Shellie L. Bates Permit Technician John W. Rants, Mayor • 98188, 1206143 • Fak (20614.31-3.6.6.5 7"-s-- Mahan &DeSalvo I CONSULTING ENGINEERS November 13, 1992 Dear Mr. Griffin, 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (208) 6248151 (206) 6248150 Duane Griffin REECEE ED City of Tukwila 6300 Southcenter Blvd, Suite 100 NOV 161992 Tukwila, Washington 98188 C O iMMUNIJ Regarding: 92 -T -15 (South Center Oil) L � E VEL GPMEf��� - 6Ra- ( 3 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. The calculations submitted must be sealed by the engineer of record. 2. Provide calculations and structural drawings for the steel kiosk as called for on Sheet A -1. 3. A number of drawings contain a note stating that these documents are not for construction unless dated and initialed. We must receive the construction documents before the building permit is issued. 4. All sheets must contain a stamp of a registered engineer or architect. 5. Revise the General Notes and General Specifications to ,/ reference the soils report by Geotechnical Engineering Services and follow the parameters outlined. In addition, revise the notes and drawings to require the bottom of all r.rp footings to be a minimum of 18" below adjacent grade per the report. 6. Provide calculations on the base plate and anchor bolts for 4 the TS 10 x 10 x 1/4 columns. 7. Page 6 of the calculations calls for beams B3 and B4 to be W12x22's. These beams are called out as W12x16 on the drawing. Please revise as required and resubmit. 8. In the Structural Steel section of the General Specifications, indicate that all welders shall be "certified ". In addition, call for special inspection per Section 306(a) for all field welding. This section also references Table 27 -A of the UBC. This table is not contained in the 1991 Edition. 9. In the Concrete Work section of the General Specifications, 4 k , indicate the grade of reinforcing to be used. November 13, 1992 City of Tukwila Re: 92 -T -15 Page Two Please have the applicant respond to the above comments in itemized letter form and resubmit two copies of revised drawings and one copy of revised calculations, as required. All status inquires are to be directed to our receptionist. Sincerel 0 010 e Houk ' = H:1 cc: Robert H. Lee & Associates 1520 140th Ave. NE Suite 200 Bellevue, Washington 98005 Mr. Jim Thorp 1- 206 - 854 -7936 'mom (11 (.)a ^.Ca ht alft � (0 Tito taw) int (Woo ete.E4 , a k+ O 11 *SA FRO _ DATE # / 7 TIME 1 ( � AM 1 l PM AREA CODE EXT. AA . ' . 12..,._4 � . rn4)Da)tnmm i „no 9, •A _I 41 V-. � •. ' 4// ( -- F it ( AA 7< UP '. . . .fie /" IGNE ■ I 12 PHON 1D {-� BACK o. CALL RNED (� && C H T 10. AGAIN ALL Q. WA9,IN ❑ ( URGENT 0 'mom (11 (.)a ^.Ca ht alft � (0 Tito taw) int (Woo ete.E4 , a k+ c �I I ) Mahan &DeSalvo CONSULTING ENGINEERS December 4, 1992 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -15 (South Center Oil) E5gc 03 Dear Mr. Griffin, We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. Our comments follow. Structural 1. A complete set of construction documents is required before the building permit is issued. Therefore date, initial, and resubmit all sheets which contain the "milestone" block. In addition, all sheets except for Sheets 1, SP -1, SP -2, SP -3, and SP -4 must contain a signed stamp of a registered engineer or architect. The following sheets of the original submittal were not stamped nor were they resubmitted; A -3, P -1, D -1, and D -2. The following sheets of the resubmittal are without a stamp; A -1, A -4. Please resubmit 2 complete sets of stamped construction documents. 2. Revise the General Notes on Drawing No. 92134, Sheet A -5 and the General Specifications to reference the soils report by Geotechnical Engineering Services. The name of the company, date of the report, and document number must appear on the drawings in all locations. 3. Revise the Retaining Wall Detail on Sheet D -2 to show the bottom of the footing to be a minimum of 18" below adjacent grade per the soils report. 4. In the Structural Steel section of the General Specifications, Table 27 -A of the Uniform Building Code is referenced. This table is not contained in the 1991 Edition. Revise as required. Please have the itemized letter and one copy of inquires are to cc: Robert H. Lee & Associates 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 RECEIVED DEC 0 71992 COMMUNITY DEVELOPMENT applicant respond to the above comments in form and resubmit two copies of revised drawings revised calculations, as required. All status be directed to our receptionist. TO: FROM: DATE. \ a\ p N--N o I Co SUBJECT T e k a G o CITY OF Ti WILA 6200 Southcenter Boulevard, Tukwila, Washington 98188 • CA C lt•rk Coo re\ c1 ee �',- Ide\c• " WIT CONS i & l N • MEMORANDUM )S_ pare 1 L A S 4 0 - l.. rT'nah,TniKn".+w+. (206) 433 -1800 t5qa - a3 'ND CD •% Y1a jSSv CJ-1 M 'M DEC -15 -1992 16:00 FROM. SOUTH CENTER DIL oath Center Oile1 hue December 15, 1992 TO (206) 852 -2777 730 South Central 1- 800 - 950 -3835 P.O. Box 38 FAX (206) 854 -7936 Kent, WA 98035 Cardlock Fuel Stops • Gasoline • Diesel • Lubricants Ron Cameron •.City of:Tukwila • Department.of. Public Works. ... 6300 Southcenter Boulevard, suite #100 Tukwila, Washington 98188 pear Mr. Cameron Sincerely, 12064313665528 P.02 PACIFIC PRUDE INDEPENDENT FRANCHISEE We have received your letter notifying us of the frontal improvement costs for 134345 Interurban Avenue. Per your letter we understand that this cost will be $18,052. We have currently notified Texaco. USA of these costs in hope that .. they will cover them. If Texaco will not cover these costs South Center Oil will then take responsibility for them as part of receiving approved permits. CITY OF 7CLV /LA 6200 Southcenter Boulevard, Tukwila, Washington 98188 T. 4/1/4Y -r/dc. FROM: , ' ',v / DATE: SUBJECT: ,sp vT/✓r', - A.,?: /7'L. r.v.Qo MEMORANDUM UiP wr7; / i�S/i f- '�7.p11S� /)i= 5 / .TF l=',7".14 .. O Fto�iy�itr? Fi�� (206) 433 -1800 ( - - ' / � 7 ; e A . ! / 7 , ‘ " X DF 7 4 . ' / " Gee/ 7 h ' - . 77.14.5' Ai°P.4 /erev/N)" f/4 (' m./.n/ X /s P/ecuF47,' /VS A.C. TRANSIT PARK & ROE DATE: /°` / /7 / 9,Z TYPE: ❑ Visit ❑ Conference ❑ Telephone— Olncoming OOutgoing Name of person(s) contacted or in contact with you: ti./ /. Organization (office, ept., bureau, etc.) Location of Visit/Conference: SUBJECT: l SUMMARY: aprd CONVERSATION RECORD SGG?/f e s' G a G 2G 77,7-eveee. /C 'r "ra2fi //vim .hi a apt/oni e ke . li"v' /' ees t 0 Xs de-5e 4z, aspd-rfr i %13 Zei : '1Ta / l ?Re:(2)e'S ,915)021,6dar MON TUE WED THU FRI SAT SUN /, Lee r c-75 /.✓/i // 1.(A[44 t o at7 C /5 fRi. /S 9/4"Ar5-, ad i -er!- ea? a 04.--7-f /d' 1 M btl /'ee w' ‘ 1 / M - �i 4 ?7 ( �� //7tt G(� ' . G��iL �P.f!� `Dr)° GelZyS 71 Jrty-4,119„ ( 91)-ze,& (r4r7ide,fief etd-c/i4fik.& f- y97 / 12,rr 8D 7 y ie Aar 0 ltii/ e i' - ' Ned Ted Gae mire. x I , �'rt �n1/ (4/4'47» Atenteree, Signature: 4 (1 4b7 )' 4 4€57 c0c/4/ ref, TIME: ee ° bf eo t 2 de Title: A.M. P.M. ` P a2 - ai w FOR OFFICE USE ONLY Telephone No.: Asa — 66 #9 k , girk 0/i Adet' l �a2cT� /�yti�r �O &' • i / ,r Date: ( ��lll11 IMI ahan &DeSaIv, CONSULTING ENGINEERS December 21, 1992 Duane Griffin City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Regarding: 92 -T -15 (South Center Oil) Dear Mr. Griffin We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code. We have no additional comments. Sincerely, e Houk DBH:3 cc: Robert H. Lee & Associates 1520 140th Ave. NE Suite 200 Bellevue, Washington. 98005 1200.5th Avenue, Suite 1910 Seattle, Washington 98101 FAX (206) 6248151 (206) 6248150 RECEIV D CITY OF TUKWILA DEC 2 2 1992 PERMIT CENTER CITY OF TUKWILA.Id: ROUT130 Keyword: UACT User: 1685 12/07/92 Activity document routing maintenance. BUILDING PERMIT Permit No: B92 -0375 Route: 1 Current Route Line: 4 of 9 acket Units Description Station Status Received Assigned Complete Aa& a.aa&& a& a.l& ad ad& ailda.,16.1fiaaadaa&& aa& a.6&&& , fia&& a& a.aA & &a.fidaaaa &aaaa &a &aaaa &a &a.a.a acket Units Action Station Initials Status Received Assigned Completed UILD 03 00 C PLNG APS :DENIED 10/16/92 12/02/92 12/07/92 riority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments 1[PLANNING RECEIVED ? NOT LOGGED IN. LOGIN MADE BY DLM. ] 2[PLANNING RECEIVED; DFS REFERRED TO APS; REVIEWING FOR BAR. ] 3 [PLANS: DO: NOT 'MEET BAR ' REQUIREMENTS. MAJOR CONCERNS: 1 4[1) BIOSWALE DESIGN DISPLACES SCREENING LANDSCAPING. 1 5[2) 4.5' HIGH RETAINING WALL AT BIOSWALE NOT ACCEPTABLE. ] 6[DENIED, ROUTED .' :TO`PUBLIC WORKS FOR BIOSWALE RE- DESIGN. 1 7[ 1 8[ ] 9j 1 10[ 1 daddaaidA &a &a dada& aka &aa &aaaaa &a.aAaAlaAaaa aaaaa AaaAaaaaaaaaaciAaadAaaaaa &aaaaaa F1 =Help, ESC =Exit current screen. atel ;•e- • VIAILE of Phone L ) ' 7 Area Code ' Number ":••Extension': TELEPHONED PLEASE CALL' CALLED TO SEE YOU . WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL ,LIFiTarz6 T 1 FROM 4 -41 I DATE — dr ,ARE&CP, EXT.i , TIME AM 6 0 Grip •-. ,, . c.) ojit Aowa-4 4' --. 10 SIGNED * ' F at r ir 4 F ,9 ; rEtTOP.0 61 i9iiiY atel ;•e- • VIAILE of Phone L ) ' 7 Area Code ' Number ":••Extension': TELEPHONED PLEASE CALL' CALLED TO SEE YOU . WILL CALL AGAIN WANTS TO SEE YOU URGENT RETURNED YOUR CALL ,LIFiTarz6 • • , • • • '• • • • , " • Igo /St- ywiy-71 rvle- *- "v02 - Ivited '210 Ackwie f lf. f 1119 2. V . 1117i1° . , • '2 7 • e/Y:;'--ra?"- • -pzis,'24-7,-Aeoo wp-a 7d • ?-0.12-a/da,„/ '"2 4e0'.82'4/' 192/* 7S/4/ ..rate 413 rterr 7 f$ - 79 .9‘ oz );r2zezh .• 02/ ' ZS •/ "4- v2< 7 • / 1 57z/ ,a .2Ailan46-(5 • - S, ,1 / h o Le, (7-1d-6470;1 M fd 44, amt 6,7 L`G i7:5 "ler rcein.itizeld-cet 1-0,414 ( t 4ted (5 44 lz/z3/4z QUANTITY X11; ∎04 r Sj. l� " "' � '� w s+" " ' t ' ? h DE , .. *14.17-4X.... GIPT!ON '�$$ v''• • ci,r l • si, .;.b-0-4 + A" 5,' t ,x '', ! .. �k �:.�i: " 'FU ND 14 r's,i,;:. : 4:7 3}f DEPT, 't„tt3 "i! `'' �+ ti�1`E: i - •BASUB .. ',,. .:a�ji„'A; { i ELE E . 't .44 rCR r • = „ii •.� e ° i} tt .. . n " k , MO " ' r , ,�` ;t`4cA4o2. , y: Ini c2C0 ai a Ls PIT:, •' 9Y (pa 10 ?1 S 7tutt, SHIP TO OTHER SOURCES DEPARTMENT APPROVAL CITY OF TUKWILA 6200 SOUTHCENTER BLVD. • TUKWILA, WASHINGTON 98188 • 433 -1800 VENDOR NAME & ADDRESS 102.4 - F7r1e.v oe. w z cSO VENDOR CODE 1a E L_Lc'SC) DEPT. J "PO) STREET ADDRESS Ti VERBAL QUOTE . 0 WRITTEN QUOTE PURCHASE ORDER No. 40122.. QUOTE QUOTE THIS NUMBER MUST APPC.i ON ALL PACKAGES, INVOICES, AND CORRESPONDENCE. OFI TUKWILA, WA . EXECUTIVE APPROVAL CITY OF 7 KWIM 6200 Southcenter Boulevard, Tukwila, Washington 98188 r� MEMORANDUM TO: 7 ,''- PEAW/7 cc,vrZ e FROM: DATE. SUBJECT: - • - -- : •01,1 y kt � Wgitrioi�. : n1V K i%S ;',. �;t.:..... rEC;uy.:.;.:.•., c.t;Va4l.ii;1{r,.;:. (;1:�.::s 47 r4cr/04t4: .S Cit' .• C ,e7r V771./77a3" /.i/$ 7E• 7DDR 4L'YEL40 /`WA/7" oc" /ham ' /44A1 OXP4e7; - #VY (206) 433 -1800 10.& -A irs r./.2 X67 ..�D) 77/A WWJ. - G7" Jo/ 7�'pa... eVe ie6 P 77047 r4M4 77Y /#? i rsr%ES Ay,/,4 ,41_,0 °Wen o / ,,v AV.20 . Tip/. r• 4' 4 Ale A l .A AO A • • 14111.. 77gg / A 444-* /s ,e9.1/4 se.m /r74e0 . 2.4f771 - ' o, 'o — e_4 .sr// ' Ate/z1/ 7'/ S �JE19O . 4 l 1 DEPART R, EXPIRATION 0:1; /0:li�94 OWS? CON1t''�'4Et i Lf. EFF:E'CT.f,l%7t%b.AT tE .11O x.1'0'17 ,,1 bT • '�11iuw11'l'aS�:u1�: •o�•'+'•••�: ••• LEE MORSE GCNEi AL CON1'RACT0h, 11017 -16th Ave. SW Seattle, WA 98146 (208) 241- * LENT OF LABOR AND INDUSTRIES , ,ON NAMED HEREON IS REGISTERED AS PROVI BY LAW AS A 4, 5Mt STATE OF WASHINGTON RECEIVED JAN 1 11993 CO MMUNITY DEVELOPMEN F625.052- 000(3.92) , RE: Southcenter Oil Multi7ccatlpartment UST' s at 13435 Interurban Avenue South Tukwila, WA WHEN RECORDED F nUmli TO: Cl 10 univeraal city Plaza' 0 Universal City CA 9�1COS r :� Attention: Michael L. 3Czanits Ch vmpf COMPANY, a THE GRANTOR, y6(!44 INDUE'TRIVO, INC. COMP NY, 4 Wh rlton coc,goratien d/b/a Gua o z, • '^ wash for and onacaon4 successor' t °zmert ith OXL 4 'ANY. a by car/et wie R96, rL r nd n� ideration or TEN ri p h' OMR G IA L44, k, ThXA EN ATIO N lh had paid conveys RE AND GTlILA �'�D N t heC A ND A , I 2 c and warrants ,to THE 13 Qti ` catRurae1 on paid NG real etiat‘• � + 1.1/ � Cuunt or K rg, stat at Washington: r3ha.� a DClararp a A � �� ., AU >~ legal d4aa�-i t ion and per ti tU .' tatim, : attached h•ernrn as . t Pfl Date: 6 f ) . 0 /f'L' Urgent Message to Telephone No. Dept /Div /Subs: Location: 'Message From: Telephone No. calm suincimpoo OCT 2. 19A9 089062 STATUTORY WARRANTY DOEb iy TEXACO REFINING AND MARKETING INC. Pacific Northwest DiviSlon Portland, Oregon Routine 1800 SW First Avgnue, guile 180 Portland, Oregon 97201 503226 -3575 Fax No. Pages, cover + Fax Machine NC( ) 503 -248 -0207 Additiggaj Camment; lie• volt/ = t/r�v1 Yr�/�'1,, c EY�.� rl . Z3 V P.1 OCT 20 '92 13:44 12t SO SEATTLE DIV. _0 . EINIOl'Y A • , 'SITE No. 281.l1343$ IntArurbatt D,, Tukwila, WA Cr SUBJECT THAT PORTION or THE S4'4;9HEN FOSTER DONATION CLAIM f 3R xN :'ax NORTHWEST QUARTER Or SECTION 1.4, TOWNSITY1► 33 NO6rt,'H, (MoE 4 EAST, W.M., IN NINO CoUHTX, WASH/NOTCH, DESCRIBED AS . FOLLowst P.2 COMMENCING AT THE POINT OF , Ci7RVA'IURE MONUMENT AT S'X'ATIUN 14 * 22 01 SECONDARY sTATE HIGHWAY 2H (INTERURBAN AVENDE) t THENCE NORTH 48 19" WEST ALONG THE CENTER trl £ OF SAID HIGHWAY 30u.ug FRET, . THENCE . SOUTH 32'0041" WEST, 30.43 Yx.ST To TNS SOUTHWESTERLY LINE 0F SAID ,1t.ICFUWAX AND TUE 'TRUE POINT OF BEGINNING; THENCE CONTIWUYNG SOUTH 32'f6'41" WGST, 131187 FEET: THENCE NORTU 4$'14'19" WE;Y:, 223.90 ?Ti bE THENOII NORTH 41' 4 14' 4 L" .BAST, /30.00 FEET TO SAID SOUTHWESTERLY MABGxtT OF SECONDARY STATE NXUfWAY ltd: T(IENCE SOUTH 4x' t 4 t i9" EAST ALONG SAID SOUTHWEST MARGIN, 241. ao FEB'9 TO THE '1`fUE POINT OF t3EnXNNINO: EXCEPT THAT PORTION THEREOF CONVEVXD TO OH$ HUH2CYPAL,XTY OP ME'PR+OP01,STAM MATTLE, A MUNICIPAL CORPORATION OF THE .STATE OF WASHINGTON BY INsTmuMJ* r DATED EEPT2MDER 9, 1 7, 1EQOTtDflD $EPTENBER 17. 1097 UNDER Rt¢CORDZNC NU. 11700170661. SITUATE IN THE COUNTY OF RING, STATIC t.t WASHINGTON. To tt'JE VoLLUWYKw PERMITTED EXCtrP' O w; REEtNQUIsEmEN'L 07 ALL E)( =D'IXRa . AND ru'CTJRE RIGHTS TO : LIGHT, VUW, AND 'AIR AHD ATONTS Ot'' ACCESS '1'0 An rRoH THE STATE HIGHWAY TO SE CONSTRUCTED oN TANDS CONVEYED BY CONDEMNATION DECREE, FILED UNDER ICYo1G (.0UNTY SUFDRIOR COURT NO. 5941$94, TZ101$, COVENANT'S AND COnITIoHO AND RESTRICTIONS 'AB CONTAINED. IN =MIA DOUNDARY LINE ADJUSTULNT No. a7•.6. . OCT 20 '92 13:44 2:3I SEATTLE ULV. 'd (. STA= or WASHINGTON 1 ) se. COON @Y OF ka id . ) on s:hi!! la ' f4 day of , lea9, botore me; the undersigned, i M a •ar�yy publ o n n oY he 8tateo of Washington, duly camtriobiorscd and sworn• personally a peaxaa ' ;�e, vd,i -to ma known to be the tr'. A, .0 du 1 Indus ie:1, Inc., the corporation that execute the • fcreyai ng. inatenment, and acenowl.edga4 ,tne said instrutaent to be the free and voluntary act and deed of said oorp etiratio>n, for the ekes and purposes therein mentioned, and bh oath stated that ' At, ,was authorized ea axeoute the ssid' inse♦trumcnt and that t:he . seal affixed (it any) is the corporeLes seal of amid corporation. saicnbes try hand and Official Beal hereto Unwed tn. day and year Ui.rat above written. Notate► Fnbl c n and o t o gate of Washington, residing My aDOoitti:went exDires on , ,e: P.4c3p 3 CO ' I ES DATE DESCRIPTION 2 ' 2 pis L_ A 24-5e14 PLAY/ RECEIVED 2 4 1992 C OMMl1 ?k. ROBERT H. LEE & ASSOp' 1 :TES 1520 140th Avenue NE, Suit, r)0 BELLEVUE, WA 98005 P•Otl1C1 no �i.aaa71.. I!..r... u... n..,. (206) 746 -4677 TO -iTy ©F / a' W }' > WE ARE SENDING YOU ( Attached ❑ Under separate cover via ❑ Shop drawings Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ THESE ARE TRANSMITTED as checked below: X For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution y As requested 0 Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE REMARKS AA/A/ COPY TO 40% Pre - Consumer C tent • 10% Post- Consumer Content 19 LE TIT ors UaGOSNITrlTEL DATE /2- 2V Q2 JOB NO. 9. /0 ATTENTIO 4 5 /E. /77 4t RE: B .92057.3 SUU /i E? ©/L ❑ PRINTS RETURNED AFTER LOAN TO US Arial . ` L/4 ,.. illy' j a Dl 1 /.•r I 1 / e� /o/ ZAS G4 tea. �'L -E.N$e itt �v c dvP 1/f.6i pt - 72-1/$ - )/ /e ,4'/'e ev L . 1 -7 w - A c . �/ e r/ S /r: Cr .� / ; f "' �.�� �. / / .er SIGNED: ❑ Samples If enclosures are not as noted, kindly notify us at once. the following items: ❑ Specifications ).-1/4d.dv--J coD /1/6:27 L -�[ C,� c. • ' • A I: ' r • - , . • • '. ; .( • • • , \ • ) ).. 7 1 • - :,..7"ef ' • • ) \1. - 1-s, 7, )•,".8% . : • ■ " *7" ‘0 : .:*" • , V 1 $ ) ) \ \ „ ' • LA, •N") , r • TO: CAROL MASON DATE: 12/23/92 TITLE: FROM ANN SIEGENTHALER COMPANY: ROBERT LEE & ASSOCIATES TITLE: DEPARTMENT: DEPARTMENT: 104.0W:14MV4if ; Ktik::<: wwS: V. wM4YKi<: JiOX9G4: w:: YFAtiLiC,{irN}i28:OCWl.4•44, MJ G4: 0,,,eX J: vC v.Y< 4; 3g4ri4i44 4: 44.444:4X.X .4{.. Aiti4 44X4 4 :444:4:eg:t:X4+44ih%N34M;R4:+:4 . FAX NO. CALLED: 746 -6836 VrriY.Ok4iGiC4'rr } iY 7: 1,4:4yt«I.KY47f<WAVAi4 SUBJECT: RE: SOUTHCENTER OIL - TREE ALTERNATIVES FOR LANDSCAPE PLAN COMMENTS /MESSAGE: As you requested, below are some alternatives to consider as replacements for proposed red maple trees: Ash (Fraxinus) Linden (Til'ia) Red , oak (Quercus r.) Pin oak (Quercus p. 'Crown Right') Ornamental pear (Pyrus calleryana). Please have your landscape architect review and select the appropriate tree, and revise the landscape plan accordingly. Let me know if any questions (432- 3670). StKKrnvr.4.Koxisi tviYMii<vi iiiiivi *KvAtt4:tiiWeliWGF4iVi.Kivehiv 4viry:4YY.ii4:ti4 ASSI,\NWRIW.4444V:0X4FerkNeeeKi istiVe %KLKiiKYr}IKrYvr%iViKiiiii, WY:Gi.'ON,W 4 MKW.I'rAON:i4iii3WAINA4KOKK IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: trX',09.:i:4N%iriiriWo ids1iW ,Y ....• r .. iK4:iy6iet'R6Y66Ab CITY OF TUKWILA. (- Department of Community Development FAX TRANS FAX NUMBER: (206) 431 -3665 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila WA 98188. NUMBER OF PAGES TRANSMITD, INCL. 1 THIS COVER SHEET: ITTAL SENT BY (INITIALS) : . i is a:. ca5 iiYr: 4iviYfi+ k' r�} r? iYGil flkitt% Yriiiriv. 4l. 4Gi k Si7 iSi'. 4kW: KnitvYSYY idkY:• n4'rrivrY,'K }4`.r:•! i5'f.2%S:'i~,a%4nvlAfiktikvFi ir:;YWaXFii,, Ski• ring:' toi ' x+�:crkYC, •. . ..•. • 6 . . Y YikY :>tSGiwi:i b.'raaed16*4,>i,;i Utow FM6 K e0 o Office: (206) 431 -3670 c6ro1io2 Sections: 11.36.010 Restricted trees designated. No one shall plant in any public place any ageT lombardy 4•o• av ton -- -oo•� or •um.) or any other tree- -t1T roots of cause in- Gl� n jury to sewers, sidewalks or pavements, or which breed tai disease dangerous to other trees or to the public health or allow to remain in any public place any planted tree which has become dead or is in such condition as to be hazardous s to the public. Any such trees now existing in any such ..el:/ planting (parking) strip or abutting street area may be re- moved in the manner hereinbefore provided for the revocation of permits and removal of obstructions. No tree shall be planted within two feet of any sidewalk or pavement, except by special permit. (Ord. 563 §24(A), 1969). 11.36.020 Overhanging or obstructing sidewalk or road- way. No flowers, shrubs or trees shall be allowed to over - hang or prevent the free use of the sidewalk or roadway, or street maintenance activity, except that trees may extend over the sidewalk when kept trimmed to a height of eight feet above the same, and fourteen feet above a roadway. (Ord. 563 X24 (B) , 1969) . 11.36.010 11.36.020 11.36.030 11.36.040 11.36.050 11.36.060 11.36.070 Chapter 11.36 PLANTING TREES AND SHRUBS 11.36.030 Contact with wires of public service companies prohibited. No trees shall be allowed to come in contact with telephone, telegraph, electric or power wires of public service companies or of the city; Provided, however, that such wires are twenty -five feet above the level of the public place over which they pass. When the city supervisor finds that trees are coming in contact with the wires of public service companies or of the city, the city supervisor may order the trees trimmed, and if not so trimmed within ten days after service of written notice to the owner of such trees, or the posting of written notice upon the premises, the city supervisor may issue a permit to the owners of the Restricted trees designated. Overhanging or obstructing sidewalk or roadway. Contact with wires public service companies prohibited. Height restricted near intersection. Planting to conform with city standards. Removal of hazardous trees or shrubs. Temporary fence. 151 11.36.010 -- 11.36.030 0 Sheet Index G1 COVER SHEET G2 UNDERGROUND MECHANICAL PLAN G3 TANK PLAN AND SECTION EQUIPMENT DETAILS SD -3 STORM DRAINAGE PLAN Prepared By: Roger Oiaenburg /architect 515 116th Avenue NE, Suite 202 Bellevue, Washington 98004 206 451 —1 232 fax: 206 451 —1 841 Owner South Center Oil 6fCr, 730 South Central Kent, Washington 98035-0038 � r'l = p C 7 •"? " - - .C — v L, _J .., -- - L 1 fax: 206 854 -7936 Scope of Work THE WORK INCLUDES INSTALLATION OF THE FOLLOWING: 1. NEW 10,000 GALLON DOUBLE -WALL FIBERGLASS UNDERGROUND STORAGE TANK INCLUDING FITTINGS AND ACCESSORIES. 2. NEW PRODUCT DISPENSER. 3. PIPING BETWEEN THE NEW DISPENSER AND THE TANK AND TANK VENT PIPING. 4. NEW CARD READER FOR CONTROL OF THE NEW DISPENSER. S. ELECTRICAL SYSTEMS AS REQUIRED FOR THE ABOVE. 1 16T SINC.N r. Si 19999999999999999999 I11111j1� ji.l1 9119 , 1, ... , 1i111 r! � I 1 1 1 1 ' 11111111 9 ` 111 it 1441 0 1 2 3 4 5 6 7 8 r r NOTE: If the microfilmed document is less clear than this , ID notice, it is due to the quality of the original document, J OC 6z ac cz 9z Sz az ' Cz zz Iz Oz 6t sI cI 9i St SI CI zI a 01 6 e L 9 s n e z ,,., hnlhi11�1iii! iilliul �ii�iluhln��i�llnu�iillhiil�nidwlulr�ll��ul i�I�Iadu I 411}1 1441.} 011 d lilt 16, n111n1i1in11PHIth{ it nl l! Int Ilii 11illihui1im111111 44,1 111(1(111111 111111111111111 1 9 10 11 NADc' Ni ev 12- date: 12/27:93 revisions: sheet: "I project no.: 5C.oa321 file no: `321 -C1 drawn by: O checked by: 1 TUKWILA PACIFIC XPRESS NSW UNDERGROUND STORAGE TANK 13435 INTERURBAN AVENUE SOUTH TUKWILA, WASHINGTON 3 n CONSTRUCTION DRAWINGS an for URI APPROVED PER PUBLIC WORKS LETTER DATED/ RECEIVED CITY G. 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C; 10 20 30 RECEIVED CITY OF TUKWILA DEC 27 1993 PRAMIT CENTER ••••11•••••••••• 6.1.1.11•111111. •••••.0••■• •11.10•1•• project no.: 5(..001321 file no: 9321-G2 drawn by: t: 0 chcked by: date: 12/27/13 revisions: 411:11.16 af1.1111•111111617•1111•11WIPINN1 • " .5:•• • "•' l .. 1+t.Y'.';. f G'. ^:tbl d� .+ v rr3 �'.xt Y�IC'':IY .w'. L IWhx;•�l(I O CONCRE T c. SLAB BOTTOM OF TRENCH PIPE TRENCH & BACKFILL 1" = 1' -0" z SIDE OF TRENCH PIPE APPROVED BACKFILL PREPARE PER TECHNICAL SPECIFICATIONS IIIt ' I$; ., � i Ell!' Ell II111 =1111 FILL ADAPTOR AND CAP TAN K FILL DETAIL 1" = 1' -0" RISER DROP TUBE ONTA.INMENT FILL BOX WITH COVER 12" CONCRETE SLAB VENT VALVE —1 10,000 GALLON UNDERGROUND STORAGE TANK -- FILL CONTAINER ELECTRICAL JUNCTION BOX ANNULAR SPACE MONITOR 12" IIIII .. X11• t ► IIIH - 411111 11100 -11111 1111M 011 1 • CONDUIT SEAL-OFF INSTALL MIN 6" CONIC SLAB REINFORCED WITH #4 STEEL BARS 0 18" O.C. EACH WAY. ri)ANNULAR SPACE MONITOR 1" 1' -0" MANHOLE W COVER - 2" RISER .3/4" CONDUITS CONCRETE SLAB ANNULAR SPACE FUELING FACILITY PLAN /4" 2" THICK COMPRESSIBLE FOAM BOARD LEX CONNECTOR COLLAR /RISER BONDING JOINT SEAL PER MANUFACTURER'S RECOMMENDATIONS MANWAY MANWAY COLLAR - TYPICAL STEEL REINFORCING BAR 12" LINE LEAK DETECTOR MANWAY RISER — SS CLAMP CONTAINMENT BOOT- APPROVED BEDDING AND BACKFILL TANK SUMP ASSEMBLY 1" = 1' -0" • I. 2' -0" III 11 I E V MIIS ' MIN FIRE !ASS DOUBLu WALL STORA R TANK 10,000 ALLON BOTTOM OF EXCAVATION -- CONCRETE DEADMEN 12" X 12" X 32' -6" ( TANK CROSS SECTION 1/4" NOTES: 1. VERIFY ALL TANK DIMENSIONS WITH TANK MANUFACTURER PRIOR TO INSTALLATION 2' -0" EXTRA #4 STEEL REINFORCING BAR (TYPICAL 4) SUMP MONITOR 6" MININUM CONCRETE SLAB REINFORCED WITH # STEEL BARS •a' 18" 0.C. EACH WAY EDGE OF EXCAVATION FIBERGLASS DOUBLE -WALL STORAGE TANK HOLD —DOWN STRAPS ATTACH PER TANK MANUFACTURER'S INSTRUCTIONS TYPICAL 2 PER TANK 2. 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UNLESS ISATIS *INITIALLED AS-BUILT DRAWING ROBERT H. .LEE St ASSOCIATES ARCHITECTURE PLAHWINO ENDISIEENIN9 41•06 t M.L, ant 107 • tie4"a, •11•36 • WO NM AgAllitttAISmilts? • 441Its I all% tint VOINtio X•EsswiN wwwwwmgeM4M41 WW49 • • REVISIONS SCALE: 1" = 1V-0" DATE: 6/30/92 DR. C.D.H. CH. D.J.W. APP. JOB# 9067.10 . • . • rl':iLa4,.4g4rs l'u 'd r •. a * .t ~ .�d .'�u. ^r.:rYdv�r 'ry.L ^:X:�i ,...� .::.ir.- ite::ey s:idy .'. NE. 1/4 SEC. 14, TWNSHP 23 N., R. 4 E. a GATE PERIL' REQUIRED FOR: 0 MECHANICAL E PLUMGING 0 GAS PIPING CITY OF WKWI A SURMA DIVNIION - BY I FILE COPY 1 understand that the Flan Check approvals are subject to errors and omissions and approval of plans does not aut orke the violation of any adopted code or ordinance. Receipt of contract ?r copy ,f eppro p lane rrr qa 63 BUILDING PERMIT #48920375 ROBERT H. LEE ea ASSOCIATES ARCHITECTURE •ESBINEERINSsENYIRONNENTAL SERVICES 1520 ItOtk AVENUE RE SUITE XS a BELLEVUE VA 11005 (20e) 746 -4e77 • FAX (20e) 74e —ee3e !K (I y` f lI . . -. 'JHQRNDYK J " :met.. • MSTO r cpr LI V iJJI 6 n,1 A -3 1 of 2 2 of 2 A -4 A -5 SP -1 SP -2 SP -3 SP -4 r . 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UNLESS DATED Bt INITIALLED AS -BUILT DRAINING REVISIONS COVER SHEET TUKWILA, WASHINGTON SCALE: NONE DR. C.D.H. DAB: 7/10/92 CH. D.J.W, APP. N W. JOHNSON ATE OF WASHINGTON 1 IIIrltiij111IIIIIIIIIII1III 111 1II II I 9 10 11 I ADEMGER"rf 12 o e Z t WW O 111111111 1111111 111111111111 SOUTH H CENTER OIL JOB# 9067.1 PLAN €VIEW FOR COMPLIANCE WITH THE FOLLOWING ORDINANCES ONLY a STRUCTURAL PER UNIFORM BUILDING CODE ❑ NON- STRUCTURAL PER UNIFORM BUILDING CODE ❑ 'WA -"Ilt CTON STATE REGULATION FOR BARRIER -FREE FACILITIES STALE ENERGY COOE SUB1ECT Tu INCF_RPRETATIONS OF THE GOVERNING AUTHORITY, ERRORS, )MISSIONS AND INCONSISTENCIES. DATE IN ,_,S DATE OLIT , 2 • L.I ' / T • . BY: MALIAN & DESALVO, INC. • ALE: T' . 2 S60' A -1 SITE PLAN A••2 UNDERGROUND MECHANICAL. SD -1 GRADING PLAN SD -2 T. E. & S. C. PLAN SD - STORM DRAINAGE PLAN SD -4 STORM DRAINAGE DETAILS ELEVATIONS CANOPY STRUCTURAL CANOPY STRUCTURAL KIOSK FLOOR PLANS KIOSK STRUCTURAL D -1 ID SIGN, TRASH ENCLOSURE & MISCELLANEOUS YARD DETAILS D -2 MISCELLANEOUS YARD DETAILS GENERAL SPECIFICATIONS GENERAL .SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS vmsa •r - �"A,NGTON .4 CITY Of 'TUKWILA APPROVED JAN ) ANTON atAwil RIM DEC p 6 092, MAHAN & D €SAtl,O, INC; EXISTING 3" SANITARY SEWER 11•1111*••■■••••• - - 6' CHAINLINK FENCE W/ CEDAR SLATS. SLAB AND FENCE TO BE REMOVED AT END OF REMIDIAllON PROGRAM (BY OTHERS) EXIST. WALK 8 " EXIST. PLANTER 1111.11.1•MboYmils .11111•100•••■•••■•■■•■■ 57'-3" 411•411111 1••••••1 11111•11•1 TEMPORARY 20' X 20' CONC. • . SLAB. FOR REMEDIATION : • • EQUIPMENT. (BY OTHERS) 0 0 12" C.I. WATER 10 X 20 PARKING STALL 0- (112111110 11101•1•110411110011•1111/••••110•11•114 A • 0 . " 4 ) ' CONSTRUCT 5' LF OF CONCRETE WALL TO MATCH EXIST. EXISTING CONC. WALL 20 CANOPY SETBACK LINE C•11.2H1 comb eXAMO•••101•1:41114,111001•11tl mans arras •10:060•••11•11••••1•615111•21! SITE PLAN ORM" (1116•1•11 :o w HOLD DOWN SLAB w/ #4 BARS -Il CONSTRUCT 6" THICK CONCRETE I I (4)12 O.C. EA. WAY. PUMP (TYP. OF 4) -- 400 WATT METAL HALIDE AREA LIGHT (4 PLS)._ .j. I I 0 r _ --i-_,:,- - ,------...- VENT/VAPOR TYP. OF 4). r 15K ) r 12K ) COAX FILL (TY11'. OF 4) 1 o 0 0 0 (1) 22,00 T L. SINGLE WALL E.G. MULYI-COMPARTMENT (15 X 7)1 TANKS 0 4'-O" BURY. - ' 0 OBSERVATION TEST WELLS (21 PL). ))‹.. 18" CONC. SWALE. 3 X 18 CONC. ISLAND C/W DUAL DIESEL DISPENSER. ANNULAR SPACE MONITOR (TYP. OF 2). (1) 2o,00to GAL SINGLE WALL FIBERGLA8S MULTI-COMPARTMENT (12 x 8) !TANK 0 4'-O BURY. - REMOVE EXISTING SERVICE STATION BUILDING AND CANOPY COMPLETELY. NEW A/C PAVING 7 (SEE SPECS.) / -.T.topfibEe-T-8444:9#46+- EXISTING APPROACH 4" G 80 18" S.S. 0••■•.•■■••••••• SI NOY 411111Ell• fala/M• 111111■1•11111 OW010 1 STEEL CANOPY. SEE STRUCTURAL DRAWINGS. PROVIDE 5x5 ASPHALT LAMING w/ ASPHALT RAMP FOR WHEELCHAIR ACCESS, STEEL KIOSK. SEE STRUCTURAL DRAWINGS. BIO-SWALE, SEE SHEET SD-3. . • • ( 7K \) ( 8K SUPER I I REGULAR 1 110 DIESEL BULLHORN W/ HANDSET (VP - GT 3)7 STEEL ct ANOPY, SEE • STRUCTpRAL DRAWINGS. • FUTURE' DUAL DISPENSER. 8" DIA] GUARD POST (TYP.). 3'-0" 18'-O" CONC. ISLAND C/W SATELLITE DISPENSER.- •1111010 a 0 0 ---18" SANITARY SEWER PIRIIMM* .11,11••■••11......b .1■■•••■■••••••■••■ NE. 1/4 SEC. 14, TWNSHP 23 N., R. 4 E. UNLEADED 5 0 - . . 1..:- ARAM VIOVES 41110■1014■11101nis• 10•11:0 ••••••• 111.11MININD •••■•■ ••••■•• EXIST. WALK r AM= 4'-0" 2'-O" 4 11611 TT ••••■.....11.00 12'- • ee•Bas ••••1•03eallelneel\M13•• SCALE: 1"=10'---0" so • 0 U • R •■••••• • 10'-o • 4 NEW LANDSCAPING P.L. 223.90' - CATCH BASIN - If • "... • • - • . • P.L. 201.80' NEW LANDSCAPING rit 20*-0" 4" G - 12" C.I. WATER 1 0 o I .1 * 3 LO L 4r INTERURBAN AVE. S. EXISTING CONC. WALL WITH FENCE. CONSTRUCT V PORTION OF CONCRETE WALL TO MATCH EXISTING, INCLUDE CHAIN LINK FENCE. \so tallINVIIII1VIIIMEIM1111111.110 Ni09•11 Min* 41•101111111110111111111INIIIIIIMO• 111111111••• .112111111 •■••••••MIIIII S U R •ORD.1.--•••■••• 12'-Q". . 0 EXIST. POWER POLE /11111.1•••••■•■•■ AIR REEL & WATER REEL MOUNTED ON CANOPY COLUMN (TYP OF 2). CONSTRUCT 3' CONC. RETAINING WALL ALONG B IOSWALE, APPROX. 150 LF., SEE DETAIL ON SHEET D-2. 3'-6" X 18'-0" CONC. ISLAND W/ (1) DUAL PRODUCT AND (1)DUAL DIESEL DISPESER. 3'-6" X 18'-0" CONC. ISLAND W/ DUAL SATELLITE DISPENSER AND MASTER CARDLOCK CONSOLE. CONSTRUCT 6" THICK CONCRETE DRIVE SLABS w/ #4 BARS 12" O.C. EA. WAY. • MONTOR WELL TO BE RELOCATED BY OTHERS (4)PRODUCT DISPENSER (ALTERNATE BID: (1) DUAL DISPENSER). CATCH BASIN. CARDLOCK CONSOLE. • (3)PRODUCT DISPENSER (1) DUAL DISPENSER). tftINOMONOft•••4•00 3'-6" X 30'-0" CONC. TO ACCOMODATE KIOSK. 18" CONC. SWALE. •11•3111111•111333113311111EMLNO NEW A/C PAVING (SEE SPECS.) (ALTERNATE BID: ISLAND FORM WIDENING / , NATEszpropourzeowsmorweresswats 4980 REGISIERED 1 STATE OF WASHINGTON .IOHN W. JOHNSON RCH1TECT GIMM•11301113111•1111•3•121311111 •IA7103 MR COMPRESSOR WITH ENCLOSURE, SEE SHEET A-5. 10' x 10' TRASH AREA. FIL Mul•••■•.... 6" POURED CONC. CURB (TYP. UNLESS OTHERWISE NOTED). . . • . • . . . ." . • . . .11116PORRIPSOMUSIONMILIRIMII • • . . . 1•11•12.3 49 18■111•1111111MIGIONNSIMINIM • • • .• . EXISTING APPROACH . . EULDINGPERMIT #B920375 DRAWINGS ISSUED FOR DATE - PERMIT tohr#/qg BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED & INITIALLED cp.-1-1/.... AS-BUILT DRAWING NEW I.D. SIGN . . 111 // // // /2 10 A SOUTH CENTER OIL REVISIONS AADO6O 2' E.LeC • C.A43iNcr To Kto.sK 13•3•2333.11•111. itizotqz SITE PLAN 13435 INTERURBAN AVE. S. TUKWILA, WASHINGTON SCALE: 1" = DATE: 02/13/94 DR. D.J.W. CH. D.J.W. APP. H.E,S. APPROVED RHL dim ROBERT H. LEE 04 ASSOCIATES ARCHITECTURE PLANNING ENGINEERING 14m, AW. PLE. SLOE MO • NUM., WA gene • (203) 748•34an AXATTNIk AtitilltECT • 4A1tt IL IA% CUM ESSIMA •• • 1 ri Lr J EXIST. WALK EXIST. PLANTER REMOVE EXIST. I.D. SIGN. FOSTER TUKW I LA THOR KIDYK E SITE SITE LOCATION MAP SCALE 1 GENERAL NOTE: • • AL GREEN RIVER 15 APPROXIMATELY 150 FT. NORTHEAST OF INTERURBAN PROPERTY LINE. 631i4smanniclassautnimsminsni 10 5 0 10 i • 30 CITY OF TUKWILA APPROVED *JAN 57 4e1 ; 01 EARLINGTON RENTON DESCRIPTION • THAT PORTION OF THE STEPHEN FOSTER DONATION CLAIM #38 IN THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 23 NORTH, RANGE 4 EAST, W M , IN KING COUNTY, WASH I NTFON , DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF CURVATURE MONUMENT AT STATION 51+22 OF SECONDARY STATE HIGHWAY 2M (INTERURBAN AVENUE); THENCE NORTH 48°14'19" WEST ALONG THE CENTERLINE OF SAID HIGHWAY 508.08 FEET; THENCE SOUTH 32°06'41" WEST, 30.43 FEET TO THE SOUTHWESTERLY LINE OF SAID HIGHWAY AND THE TRUE POINT OF BEGINNING; THENCE CONTINU- ING SOUTH 32°06'41" WEST 131.87 FEET; THENCE NORTH . 48°14'19" WEST, 223.90 FEET; THENCE NORTH 41 EAST, 130.00 YEET TO SAID SOUTHWESTERLY MARGIN OF SECONDARY STATE HIGHWAY 2M; THENCE SOUTH 48°1419" EAST ALONG SAID SOUTHWEST MARGIN, 201.80 FEET TO THF TRUE-1 EXCEPT THAT PORTION THEREOF CONVEYED TO. THE MUNICIPALITY OF METROPOLITAN SEATTLE, A MUNICIPAL CORPORATION OF THE STATE OF WASHINGTON, BY INSTRUMENT DATED SEPTEMBER 9, 1987, RECORDED SEP- TEMBER 17, 1987, UNDER RECORDING NO. 8709170657. Cr). 1) co 0 0) 0 0) 6 z 0 • 1 1 1 1 o p l ip l i m i l li i i i pli i iii i iiiill iii i pp ili r i p rill littritiliti ', ... ! : !---"S ? -? • - !!: .4 ‘..;:7:" . : ■ , ,, .).... -•”.. h.-:','Y';',, "e'''...:•/..; ;:::::',';',.: ',.. 5 6 7 um It "trill 8 ii0tE: If the microfilmed document is - fess clear than ihis liotice, it is duo to the quality of the original document. 111111M I111111.1 ij i[billlinillifilIjillin IjILII01...1141t91Ittl,--Atit 1 1 11 1 4 !,,. ).;‘ .. 4 , : • , ,!,,,,,, i, 4 . i... ,, , , , , : : :. - ,,,, • , • ,:i ,p e: ; : . , ....,, , , , ,-- :: : : : '! .. 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P.'.K • :CS:/:i.!iN'.T',a15V 4." : j •' NORTH ELEVATION EAST ELEVATION I . : ..• u+ wc:J::Arw- n..- •1, ( -- CANOPY BEYOND COLUMN BEYOND DISPENSER BEYOND — 4—PRODUCT DISPENSER ,+* CARDLOCK CONSOLE BEYOND ---7 3— PRODUCT DISPENSER -- CARDLOCK CONSOLE METAL SHINGLES (DARK BROWN). STEEL CANOPY COLUMNS (PAINT PAC. PRIDE WHITE) --- -- -- -- 0 I N co 0 7a i--- GUARD POST (TYP.), / PAINT WHITE WITH 1' - -0" YELLOW REFLECTIVE STRIPE AT TOP. ,7 1 1 1 1 1 1 I I I I I I I I 1 11 111 11 111 1 I I I i 1 11 r +1 1 11 1 1 x I 11 I I I I 1 11 1 1 . 1 11 , 111:1111 111'411. 3 4 5 I 6 1 NOTE: xf the Microfilmed document is 1.esa cl.ar thAn r.h:. notice, it is due to the quality of the original document. 0 ie ,NcH 1 2 l oc 6Z ee 43 9 Z gZ hZ ' E Z t 0 61. 8t ht 9l Sl t EL Zl ll Q 6 I 111111111111 111t1111lEI11111111 {Ii 111! ►Mill! (11 111li1111iIIIJI1111lit IJ1i1Iiii I1.i Jl1111 1ltit11 #(I!! 1 li1.1111!.!j11111191)10 11 1111111111111 it 411111111lI111111111IIIIIIlI L A ROBERT H. LEE d ASSOCIATES L ARCHITECTURE PLANNING ENGINEERING 1830 14071 AYE. XL. RUBE 400 • Rz71EW . WA 40008 • (29!) 740 -4577 /MEN AYATTNEk ARCNITE.T . JANE! k RA( CIVIL EYOIIIEES OHN W. JOHNSON TATE OF WASHINGTON REGIS T t fl D 1CHITEC T PERMIT BID 11 111111111 11111111111 I 1 1 • I - , f { ... 10 11' NAQENOERt1»Y 12 N ; DRAWINGS ISSUED FOR: CONTRACT DOCUMENT HOT FOR CONSTRUCTION CONSTRUC I1ON AS -BUILT DRAWING DATE Jo //G/92 APPROVED RHL SOUTH CENTER OIL Z I VtSEC) Peg CITY DR. D.J.W. CH. D.J.W. APP, - REVISIONS ?/2(92 13435 INTERURBAN AVE. S. TUKWILA, WASHINGTON SCALE: 1 /4" = 1' ---0" DATE: 03/17/92 • »iT S i BIDING PERMIT #13920375 t• 0 CV 1 0 ELEVA11ONS CITY OF TUKWILA APPROVED JAN 5= 1:1 13 PUI . IHG DIVi IO VSIIIIMUNIMSIDTIZEIVINCIRPOSNISITINIftA date OCT 92 designed by KSL drawn by RJM scale AS NOTED checked byif II approved by . A '' 0 N 0 N cv 0 04 0 N t' .wC�r! {,r. .h .�,.. n•r4 ➢ K.M ,. .YVM C. YJ°. ..,m .., at4' Rv ?l4'. 10 -0" }rt 18' -6" Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 W12 x16 • 18'_6 FRAMING PLAN 3/16 " =1' -0" 94' -0" • TYP 18' -3" L:S 20'-0" W12 x16 REFER TO GEOTECHNICRL REPORT AS PREPARED BY: GEO ENGINEERS DATED: OCTOBER 13, 1992 DOCUMENT NO.: 0467 - 002 -T03 W12 TS10 x10 x1/4 1. GENERAL: ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE 1991 UNIFORM BUILDING CODE. 2. DESIGN LOADS: SNOW 2.5 POUNDS PER SQUARE FOOT WIND BASIC WIND SPEED - 80 MPH, EXPOSUREC SEISMIC ZONE 3 3. SOILS: IN ACCORDANCE WITH UBC CHAPTER 29. SOIL CLASS 4 ASSUMED (SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL OR CLAYEY GRAVEL). CONTRACTOR TO VERIFY MATERIALS BEFORE PLACING FOUNDATION CONCRETE. ALLOWABLE BEARING PRESSURE = 1,500 PSF. ALL FOUNDATIONS TO BEAR ON FIRM UNDISTURBED NATIVE SOILS. ALL FILL ADJACENT TO FOOTINGS SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO 95% OF ASTM D 1557 MAXIMUM DENSITY. EXPIRES 08 / 09 06 IZ ee LZ 9Z GZ *72 EZ 1illiIi111111111 11111f! I1111111IIIIII1I IIllli11il111111111 ROOF DECK ( ip l ui l ill l l(l l lp' I 't Hi l I` I; I I t i l l il i I 3• 4 5 6 7 NOTE: If the microfilmed document is less clear notice, it is due to the quality of the original ZZ tG 0? 6t Bt LA yl st fit EL FA Lt I11!! itli'l f. illln! ihdIiIII116l6lG�ll1Il 111 ;�i,lillf�llllll;l�#III (IIIn�l��ll;l� than this document, QI, 6 1111111111illlflllili{lil 111111111 SIM W12 x16 S10 x10 x1/4 TS10 x10 x1/4 COLUMN G II11 !i11ii1illllIMMIIIilH1111111 IIIIIM 1 11,111II 1IIIII1I1I1l1I1I1I1II 11I1I1IIl1i1I1I1I 9 i 10 11' ° EM"R.I.*" 12 40 4. CONCRETE: MINIMUM 28 - DAY STRENGTH (f'c) = 2,500 PSI, 6 SACKS MINIMUM CEMENT CONTENT. REINFORCING STEEL: ASTM A 615, GRADE 40 OR 60, 5. STRUCTURAL_ STEEL: SHALL CONFORM TO ASTM A 36 OR A 500. BOLTS AND ANCHOR BOLTS SHALL CONFORM TO ASTM A 307. ALL WELDING SHALL CONFORM TO AWS D1.1 ELECTRODES SHALL BE E60 OR E70. ALL WELDING TO BE PERFORMED BY AWS CERTIFIED WELDERS QUALIFIED TO PERFORM THE REQUIRED WELDS. ROOF DECKING SHALL BE 20 GAGE GALVANIZED DECK WITH 3" STANDING SEAMS AT 16 "QC AND HAVE A MAXIMUM POSITIVE ALLOWABLE BENDING MOMENT OF 766 LB-FT AND A MAXIMUM NEGATIVE ALLOWABLE BENDING MOMENT OF 562.8 LB -FT • MUNI 4 -- I'h" DIA BOLTS W, PL WASHER 3/8 x3 x3 018" MINIMUM EMBED -- ----- ‘ TS6 x6 x1/4 TS10 x10 x1/4 COLUMN BASE PLATE, SEE ../�!. —8- #5 VERTICAL -7- #4 x @ 12" OC MAX 1 HORIZ 0 SECTION GENERAL NOTES BESTWORTH - ROMMEL INC. (206) 481-2656 1-800-829-8211 "When quality is as important as the price" PROJECT LOCATION 13435 INTERURBAN AVENUE T KWILA, WASHINGTON CITY OF TUKWI A APPROVED JAN 1 Rtilt.D. G i VISION BUILDING EMIT #8920375 drawing number 92134 sheet number ,1 o f 2 date OCT 92 scale AS NOTED designed by KSL drawn by R,JM checked by approved by .�IfI�IIIII�I�I�I�I�I� 1111111 II 0 I6 THS INCH 1 OC 6Z 8C LZ 1ii1111111 I1iiiI11i1I1liii !iiiii!ii1111111 EXPIRES 08/09/ revisions E : ,litti'f ri1 :• t' Eiji ,,,: ,till 1f lilt it { ,Ii pit it 1 °: i Mill NOTE : ._ If the iicrofilmeld document is less clear than this notice, it is due to the quality of than original document. Z LZ Oa' 6L St L L 9l S l i,t £ L Zl • IL O i, 6 8 , !! II�IIUlI III 1iii i1111Sll !i;i! IU,i IJ13!bill1Ilil Illii. IU1!{ Iii l l !I1IIII 11 1 1 : rff, ,.._.... S J c 1 11 111 I 111 1111 1 11111: Mi hill illhIII ti e EA SIDE 5 20GA METAL ROOF DECK 16GA PLATE - -, EACH SIDE L2 x2 x18GA W/ #10 TEK SCREWS ©48' 00, TYPICAL ---- - 5/8" DIA BOLTS /4 TS6 x6 x 1 /4 ---, PL 1/2 x9 1/8/012 METAL SHINGLES 12" W12 -- 18GA -- - -TS1O x10 x1/4 ---- PL 3/8 x10 x12 EACH SIDE TS10 x10 x1/4 COLUMN 18GA HAT CHANNEL �. -18GA GUTTER . #1 TEK SCREWS 048" OC 18GA GALV FASCIA DETAIL 1 /2 "w1 -O" 1' -W12 Kramer, Chin & Mayo, Inc. 1917 First Avenue Seattle, Washington 98101 TYP `k r3s r; fi' %wr i a�k PL 10 x16 x1/ SY, 6" DIA OPENING FOR ELECTRICAL CONDUIT 2- 5/8" DIA BOLTS ©3 "OC, TYP 16GA RIDGE PLATE EACH SIDE ": 1/82012 PL 3/4 x8 x12" (PL 3/4 x8 x10" 0 SIM) - -- 3/4" DIA BOLTS, 4 TOTAL (2 TOTAL 0 SIM) DETAIL 1 1/2" =1'-0" DETAIL 1 1/2 " =1'- 2" TYP 1' -6" W12 x16 HIP BEAMS 12 TEK 08" O \- "--16GA PLATE �_---- ---- -W 12 x26 1 /4" STIFFENER PLATE 1/4 TS6 x6 x1/4" ------ Q OF TS 10 GIRDER ABOVE 1/4 x4 x4" GUSSET PLATE .23-37i31/ (YP <TYP 3/16 -- 1" THICK PLATE "'--- PLATE 1,/4 x6" 12 4.8 COPE BEAM AS REQ'D- DETAIL 1 1/2 " =1' -0" METAL ROOF DECK #14 TEK SCREWS 016 "OC, TYP DETAIL 1/2" =1'- 1) /4 f 2 - 5/8" DIA BOLTS � a PL 1/4 x6 x7" BESTWORTH ROMMEL, INC. T- SHAPED CANOPY 1/8" PLATE 2.- 5/8" DIA BOLTS ©3 "OC, TYP PL 1/4 x6 x12" MAX 2- 5/8" DIA BOLTS 03" OC, TYP_ W12 x16 HIP BEAMS COPE AS REQ'D : Ci PLATE 1/4 x6" W12 x22 BEST'WORTH ROMMEL (206) 481-2656 1-800-829 8211 "When quality is as important as the price" PROJECT LOCATION 13435 INTERURBAN AVENUE TUKWILA, WASHINGTON CITY OF TUKWILA APPROVED JAN b /19 r DING DIVISION BUILDING PERMIT `8920375 drawing number 92137 sheet number 'of 2 a d 0 L X / DRAWINGS ISSUED FOR: DATE AP PRO SOUTH CENTER OIL. KIOSK FLOOR PLANS PERMIT . - . 01/47/2 &.J. #1, BID CONTRACT DOCUMENT NOT FOR CONSTRUCTION 13435 INTERURBAN AVE. S. 4980 MUSTERED F•'CHTECT � ' JUb1N'Y . !OHRSON : ATE OF V /!1SHIyGTOtV / - q - fL- REVISIONS TUKWILA, WASHINGTON CONSTRUCTION DO NOT USE FOR � CONSTR. UNLESS DATED to INITIALLED // / /Lf��IZ• / n U J• E �+ / , y �• SCALE: 1/ ' =r-C' D!1 tG: 10 /16 /SZ CALK . APP. �R• C.J.M. CH. /t _ j� L] -- -- AS—BUILT DRAWING .....:. . , ... _ . - ..... .. _ .... ,_ ... .... Ss �� ®ERT H9� LSE & ASSOOE,,e�TES ARCNI PLANNING E1ICINEERINO '• — 1613D 14O ■AYE. NE.. SAM 200 • MM. Z. WA MODEL ITLYUR ARATTUEP. ARERITI t s 4.411113 11. RAY : n — s (74 74 -471 41Y11. t1111111111t6 . JO B# v 9 ��•� 0 } V• 61 i V ANITARY SEWER L 3" ELECTRICAL SERVICE,1 PHASE. 1" TELEPHONE SERVICE. 2" V.T.R. CLEAN -OUT • .a::1' N RES' ROOM KIOSK FLOOR PLAN al- 311 N KIOSK PLUMBING PLAN i VINYL TILE FLOOR IF AWL 1�) L CD KIOSK ELECTRICAL PLAN 3 KO. 200AMP ELECTRICAL PANEL BOARD. 1 1 344 3 11 I u L.I 3/4" WATER SERVICE WATER SHUT -OFF VALVE /l.°. 1 1 2 1 , VINYL TILE FLQOR 41' v 1 _._.. 1/2 " COLD WATER LINE 1/2 " HOT WATER LINE 6 GAL HOT WATER HEATER. CASHIER F 1 Y JUNCTION BOX FOR HOT WATER HEATER. FTV LIGHT SWITCH. TYP. 2 to 11 11 .3► Cn xit0 .3 11 4 I -o NOTE COUNTER TO BE DESIGNED PER CLIENTS REQUIREMENTS. PUMP ISLAND I at -. - 110V CONVENIENCE OUTLET, TYP.. UNLESS OTHERWISE REQUIRED BY EQUIPMENT PURCHASED BY OWNER. PLUMBING ACCESSORIES �J I3OBRICK #13-288 SURFACE MOUNTED MULTI -ROLL TOILET TISSUE DISPENSER. QUANTITY - 1 BOBRICK #I3- 68137, 36 x 48 GRAB BAR QUANTITY - 1 AMERICAN STD. #2168.128 ELDERLY NEW CADET AQUAMETER, 1.5 GPF TOILET''/ OLSONITE #95 OPEN FRONT SEAT. COLOR: WHITE QUANTITY - 1 AMERICAN STD. #4300.117 LEDGEWOOD WALL -IIUNG LAVATORY, 22" x 19" BOWL. LAVATORY COMES COMPLETE WITH 1 FACTORY MOUNTED }IERI'AGE FAUCET. COLOR: WRITE QUANTITY - 1 0 I3OBRIC'K #13 -262 SURFACE ;i-[OUNTED PAPER TOWEL DISPENSER. QUANTITY - 1 Ci ) BOBRICK #[3 -2260 OPEN TOP WASTE REC'EPTAC'LE. QUANTITY - I N s TELEPHONE OUTLET LIGHT FIXTURES: cJ LITHONIA CATALOG #WA240, 4' LONG. (2) 40W LAMPS (LAMPS NOT INCLUDED), RAPID START. DEDICATED TELEPHONE CONDUITS. Atorreati Sla.idad PURE t UXURY X2168.128 Elderly New Cadet "' Aquameter"" elongated siphon action reverse trap bowl, close - coupled flushometer tank.' Flushes on 1.5 gallons. 2 bolt caps. Speed Connect "" tank/bowl coupling system. Fixture only, seat and supply by others. 3042.109 Bowi, 4086.025 Tank, Nominal Dimensions. 32" x 20 x 30TH " Water surface, seal, ballpass, and operation meets or exceeds ANSI A112 19.2M code requirements Fixturt3 dirrlenslons conform to ANSI Standard Al 12.19.2M r T o B e Sp ec ifi e d : 1 Color: WHITE 1:1 Seat: Olsonite #44 closed front seat with cover (residential) I.1 Seat: Church #380TL closed front seat with cover (residential) VSeat: Olsonite #95 open front seat less cover (commercial) E_7 Seat: Church #9400 KC open front seat less cover (commerical) C7 Alternative Seat 0 Supply with stop Fl USIIMAIF• ri a ? radern.ark .)f Watq, nn01.v1K ee. ELDERLY NEW CADETTMAQUAMl TERTM COMBINATION ELONGATED I. gpf TOILET 20.'SHEO WAIL 72 SPS 2168 'u 1 490 Amerran Standard In OI SEAT POS1 2 .03ES i s r7CE "TER• I %, / iNrS. , i FLOOR — 12. - -_. « C,t or nun EL RIJILDlfti a PERMIT #L3920375 SLVp.r RE07\ 18 " HIGH —FOR ELDERLY VITREOUS CHINA Nutt. SUPPll PIPE N01 , NCLUIirt WITH T( E1 AND MUST HE ORDERED SEPARATELY • DIME NS ;DNS SHOWN TOR SUPPLY ARE suGG,ESTED nl UMDER Nov,- This Ctml) r di.ofl .s Ces.7nod f0 long* r) al rrnnrriv*+ , 7r,nyivarr W 12" from hnisnel wait M C•L of helot these m:sasw.Terner■ls are sutieC' 10 mango M :ar.7'V.txi Nn reSCX)frtC•Fry S assorripd for Vsn Of s"pegM•ded O' /O Cf d Pa:TI's 189A 1 93 93 bZ £Z 33 to OZ 6t 91 Lt 91 91 •'L Et I ` I 11111111111111111111111111111111 I 11 111111111IIII�IIIIIIlII !IiIIIIII L�!11lllila fJ lu ! 1111111 F 2 I J I I 1 i ' I I C I I 1 f l 1 l I C I i l l I i i I l l � ' 1 1 l °LfI r I 1 E I' I I L 1 ' 1 ( ... � .. I I i II , t.� 1 <, f! 1 .. J I�II�I11( I I I I I I I (.� 11 1� 1 I r fi 1 � i i �f i�ft 0 16 INS INCH 1 2 3 4 5 6 7 0 NOTE: ... .lt ' the microfilmed document is less clear than this notice, it is due to the quality of the original document. ZL I 01. 6 8 G I 9 1 11th111101111 1111iill 1111iiir 1111111111i ;11111111111111 II 11111, MILL II111111 `111111111111111111II1111 9 - i 10 11 MADE IN GERNJHY 12 1 1 ii11 111lI11i11111�111111111i1uJllI�1� 1111111111 eaff S laidad PURE LUXURY Ledgewoocf wall -hung acid•resisting enameled cast iron lavatory with factory - mounted Heritage faucet with pop-up drain, wall hanger, front overflow Fixture complete with fitting and wall hanger. Cl 4300.042 wide 17" deep (illustrated) To Be Specified dCotor /White i . Bone ' i Silver I 1 Supplies ►rnlh stop Li 1'/4" Trap CI Nipple. Howl sizes: 19 " 15" wide, 10:'/.1' front to bat,ir, 22 "x19" 17 wide. 12 front to back, 6" deep Fixture Dimensions conform to ANSI Standard A112.19.1 M LEDCEWOODHA WALL-HUNG LAVATORY ENAMELED CAST IRON SP3 4300 t9RS Ar arican Shand rd Inc i1N1SNEO WAII SHOWN WITH FLES. SUPPtIES 1.114 X 1'114 0 0 • P" TM° CAT. NO. 4300042 19 17 4 100 111 NOTE: INSULATE HOT WATER PIPE FROM WHEELCHAIR PERSONS. T FINISHED FLOG+ 4 - I - T — 4 1 00. TAIL /'ECE ° ---- 1 ��.. O0 WASTE 1_ 1 A Yr 20 CITY OF TUKWILA APPROVED JAN' 1993 PI i►I DING i tVISION 7 . sum'Es TL mit 'DIMENSIONS SHOWN FOF LOCATION OF SUPPLIES AND "P TRAP ARE SUC.rESTE.D PLUMBER NOTE'- Prow,le srrlaote (enforcement for ati wag wapons Theso measuranents are wgru to cnaroe or car el,trc n No resp nst eey a acsumea icy 'Se y suEeixrsled :r vaded 0ages John C. baby & Assoc., Inc, 18106 140th A venue N.E. oodinville, A 98072 � 296)48b -�113I date: designed by revisions _ .,... � i (` R BES�'1�OIf�- I�QUMi'�I�, INC. 21922 N.E. 150TH �� WOODINVILLE, WA 98t1 r2 '206) 481-2656 � � 1/13920375 Project 1 1 l z 1 3+ .. drawn by Job ; l z - i 389 sca a as noted checked by � sheet t 1 op I �. approved by 1" ...,.....-'•-'- ill L. A. m vci._n 1,atic � — 2' r 1 - 122/7f /7// - - ' \ . • -- _,_. 120ga. Galvanized Steel 'Nall Panels with R -11 Fiberglass Batt Insulation Ai l° TEY,. AT Z4`o.• A T PAJ'+R .. `T• P i . u 4xL € O ( 5 . lin w /R -!S insulation above. 'T'T g Tempered, insulated fixed glass window '% % / ' W - __ f10 iek O. 8" o.c. panel to tube, C x 3" x 0.120 tube 2" 0 window. dote: 3" x 3" x 0.120 at end frame, - - - - - - cr .6_. cam— r - - v --..v. _ . : ::o: ::,o: + ::.o: , =,o::� ,:o::. : o:- = :o o s:.. ;� .o: n ._r-- -��,., cam. o = r�: ::o - : .. :o_ :o -:::; :. �.. 7" v 9" v 12fl "N f nni imtnhP r n„ .. nn . nn ruin - -____ S Yhititi7 trfiv 3 " \ Cam^ - f i}�, 54A c.t. � • 4 z'c4 "oc. 3 45 i3" r 9' Ft_Ar t B'ts' 2 - B •. eve D„ Cwrr. C Gye-kp c Lv 51 - cri. \ 2" x 3" Steel Tube Fr,,ine Continuous Section 2 x r I! 120 Tube 213 TS inf 2x3 TS 101 115 RESTROON Shear panel attach 20ga. metal panels to 3x3x0.120 tube frame w1110 tek screws at 8" o.c. all sides. Use 1110 @ 24" o.c. at panel to panel edges. 3•-0" x 6' -8" Door w /Electric lock 3' -O" x 6' -8" Door Open Frame Plumbing Wall C3 x raga. 111 111 1 9" 5' -0" 9" lo tek 0 12" o.c. at panel to panel edes for roof diaphragm. 410 tek screws w, /neoprene washers or equal at 8" o c. ail wall locations. - 2 ' 0 " 0 „ 313 TS at all 4 corners ti" . l' -9" ]►- 2z3 TS Plan view 7' tr 4 "x3' TS 3" — 18' -0" 3x3 TS V-4 3/4" -E--- 3' 1/4" 213 TS 3 Concrete embedment (TYP) orient as indicated. Attach tube frame to embedment w /1/4" fillet welds 2" Tong rd 6" o.c. each side of tube. CASIOER 2'.( -- 3' -0" x 6' -8" 1/2 Glass Steel Door — 2'- 0' — Braced frame use 3x3x9.120 tube all membetgmilered comers or equal at tube connections, 3" 4' 8 "-1-- 2' -10" -- #20 ga. prefinished steel gutter /fascia , 1 4t) :., SIDE ELEVATION 3" Deep x 16" wide f20 ga. high rib GENERAL NOTES 1 General: All construction to be in accordance with the 1991 uniform building code. 2 Design Loads: Snow: 25 pounds per square foot Dead: 5 pounds per square foot Wind: Basic Wind Speed = 80 MPH. Exposure C Seismic: Zone 3 3. Soils: Allowable bearing pressure = 2.000 PSF minimum. All foundations to bear on firm undisturbed soils. All fill adjacent to footings shall be placed in 8" lifts and compacted to 95% of ASTM D 1557 maximum density. 4. Concrete: Minimum 28 - day strength (f'c) = 2.000 PSI. 5 sacks minimum cement content. Reinforcing steel: ASTM A 615. grade 40. 5. Structural steel: Shall conform to ASTM A 36 or A 500 and is painted with one coat of a rust inhibitive primer. Bolts and anchor bolts shall conform to ASTM A 307. Connection bolts to be galvanized or cadmium plated. All welding shall conform to AWS D1.1. Electrodes shall be E60 or E70. All welding to be performed by AWS certified welders 'qualified to perform the required welds. Roof decking and wall panels shall be 20 gage galvanized deck with 3" standing seams at 16" OC and conform to ASIA A446, Grade C. (S +min = 0.3956 in3. S -min = 0.2280 in3). REFER TO GEOTECHNICAI, REPORT AS PREPARED BY: GEO ENGINEERS DATED: OCTOBER 13, 1992 DOCUMENT NO.: 0467 - 002 -T03 full weld at all tube intersections 8" thick concrete slab w/14 ' 12" o.c. each ,--- . - .ay at center line. 19' x 7' -6" minimum size. - 0" CITY OF 1 APPROVED JAN `S tar ±lt:DING DIVISION h p } 0 16 THS INCH 1 / 111 I ! !11 IIII'1.111 1 Ill j ll 1 11 . 1 1111,.I�,I.�',1 I 11 I 1111 III 1 l I iII!� NTi 1 l 1 i�l� I f�II( � I.1 3 4 5 NOTE: If the microfilmed document is less clear than this notice, it is due to the quality of the original document, 0>✓ 6Z- 94 LZ 9Z 9Z 4 7Z ; CZ Z3 Iz 0z 6L 9t Li 91 GI at CI ZI it 01, 6 8 L 9 ( 1 I I 1 { �llll�llllllllllllllllillllll�Ilil lIIIIIIIII IIIl !!IlIIl1111111llll 11! lllllllllllll 1 1 1 � 1 r l ►� 1 ! 1'' I 1 liill )1 �1l . U1 l ! Il 10 ! Ili llIIIIIIilU1llllrrll.11llll,l, ,111IIIIIfl llllllill n1 ->! fi vi rYJ '. L, 1111,111 11111111111 1111 10 11111111111I1I1i111111 11 ..omesumte 12 40 p j t wri linlllllillllllilll lll►Ilf�►Illllll�lllilnlinii SW II mis ill T ` N9 $ Z f � J 0 ter J il. Inc., { I i ori �,. I �1 1' I I � _ 1 ci> � -J--' I 1 1 2 Fa / 0 IF 3" " I I, 4'_ g" I I ,G 3 9 8 " I 1O' --2" SQUARE EDGE TO EDGE OF SLAB I ;n. SLAB GRADE BEAM. e 1 2" 4" CEDAR BRACE I C x \ — 1 r1 .• _1 t l ._ --____ — _ _: ti 0 0 REFLECTIVE YELLOW 8 "0 STEEL PIPE FILLED WITH CONCRETE. PAINT WHITE FINISHED GRADE CONCRETE FOOTING SIGN ELEVATION SCALE 1/2 " =1' -0" (SEE SITE PLAN FOR TOTAL NUMBER OF GUARD POSTS) GUARD POST DEVIL SCALE: 1"- 1'-0" AT PUMP ISLAND OWNER'S SIGNAGE. PACIFIC PRIDE LOGO SIGN. 8" X 8" X 3/16" STEEL SQ TUBE. 6 "0 STEEL PIPE FILLED vWITH CONCRETE. PAINT WHITE CONCRETE REINFORCING FINISHED GRADE CONCRETE FOOTING MR COMPRESSOR ENCLOSURE SEE: DETAIL ON THIS PAGE. 4" SQ. GALVANIZED STEEL TUBE POST I ---- 8' LG. (AT CORNERS) WITH WELDED CAP PLATE ALL STEEL SHALL HAVE I -PRIME COAT & 2-FINISHED COATS OF PANT. I GUARD POST, SEE DETAIL ON THIS PAGE 2" x 4" CEDAR TOP AND BOTTOM RAILS ATTACHED TO POST WITH STEEL CLIP ANGLES, WITH I -ANGLE LEG WELD TO POST. 4" SQ. GALVANIZED STEEL TUBE 5' -3" LG. (AT INTERMEDIATE POSITION) WITH WELDED CAP PLATE TOP AND ATTACHED TO SLAB AT BOTTOM WITH SLEEVED FLOOR FLANGE. 1" x 6" ROUGH SAWN CEDAR BOARDS---------- ---- -- EDGE OF REINFORCED CONCRETE PAD. 1' -4" SQ. x 3' -0" DEEP CONCRETE POST FOOTING (TYPICAL AT 4 CORNER POSTS). HEAVY DUTY GATE HINGE I -LEAF WELDED TO POST, THE OTHER IS BOLTED TO DOUBLE 2 x 4 GATE STYLE (1 1/2 PAIR OF HINGES PER GATE). -• METAL VERTICAL GROOVE PANELS IN LIEU OF CEDAR BOARDS WHEN CALLED FOR ON THE GENERAL ARRANGEMENT PLAN, SEE NOTE 'A'. DOUBLE CEDAR 2 x 4 GATE STYLE 2" x 4" CEDAR BRACE 4" SQ. GALVANIZED STEEL TUBE POST 8'. -•0" LONG. 4" THICK CONCRETE PAD REINFORCED \1TH 6 x 6 x 10/10 W.W.M. (2) #4 REBARS CONTINUOUS 1'-4" SQ. x 3' -0" DEEP CONCRETE POST FOOTING (TYPICAL AT 4 CORNER POSTS). 1 . -6 " L GUARD P DETAIL SCALE: 1"- 1'-0" AT TRASH ENCLOSURE d.dn.>as'k;.i v.iaF. 2' -6" LATCH DEVICE BY GENERAL CONTRACTOR.- PLAN: CEDAR TRASH ENCLOSURE FASTEN STRUTS & TOP PANEL TO Mi:TAL WALL METAL BOOR F w/ SPACERS SEE ABOVE CINCH ANCHOR CONCRETE SLAB 8'-2" 10' -2" DATED: OCTOBER 13, 1992 DOCUMENT NO.; 0467-002 --T03 SCALE: 1/2"=1'-0" SCALE: 1/2" =1'-0" REFER TO GEOTECHNICAL REPORT AS PREPARED BY: GEO ENGINEERS J TRASH SIDING ELEVATION: CEDAR TRASH ENCLOSURE FLOOR FLANGE - ANCHOR TO SLAB AIR COMPRESSOR? ENCLOSURE N.T.S. ALTERNATE FIXTURE, SEE.SITF PLAN r `L 400 WATT METAL HALIDE ALUMINUM FIXTURE WITH ACRYIJC REFRACTOR AND WELDED ALUM. ARM WITH BLACK FINISH. 5" SQUARE 16' -0" HT. STEEL POLE WITH BASE PLATE AND ANCHOR BOLTS. CONTRACTOR SHALL PAINT POLE PER 'PACIFIC PRIDE' SPECIFICATIONS. REMOVE PAINT AND SECURELY ATTACH COPPER GROUND LUG WITH 3/16" STOVE BOLT INSIDE POLE TO POLE BODY OR HANDHOLE REINFORCING RING (DO NOT GROUND TO COVER FASTENERS). #6 STRANDED BARE COPPER GROUND WIRE, ATTACH TO LUG AND CLAMP. HANDHOLE WITH COVER COPPER GROUND CLAMP ATTACHED TO CONDUIT WHEN POLES ARE EQUIPPED WITH BASE PLATE COVERS, THE COVERS SHALL HAVE 2 PAINTED COATS AS PER 'PACIFIC PRIDE' SPECIFICATIONS. ----\ 4 3/4" x 30" LONG ANCHOR BOLTS FURNISHED BY POLE SUPPLIER. — 11" STEEL CURB FASCIA, CONTRACTOR SHALL PAINT WHITE. 3/4" RIGID CONDUIT, 12" MIN. BELOW FINISHED GRADE. 18 GA. TOP PANEL DARK GRAY STRUT BEHIND OUTSIDE EDGE DOWN 1" TO DRAIN CONTINUOUS HINGE 16 GA. 6 HIGH METAL DOOR W/ STAMPED LOUVERS DARK GREY BUILDING PERMIT #B920375 11"0 BOLT CIRCLE 4 3/4" SQUARE STUBBING HOLE SLOTTED BOLT HOLES s ' - 10 1 /4" SQ. TYPICAL YARD LIGHT 1'--4 1/2" _•__ c Tn 0 BASE PLATE DETAIL SCALE: 1 1 /2 ° =1' -0" IIIIIIIIIIIIIIILIIIIIIIIIIIIIIIII 11111111 IIIIIIIII_II`I'1- II'1 .ri I I II �, I I(i WI 1I11II I ( . '.l( . I I I IIII I `ft - 0 IS THS INCH 1 2 �` 3 4 5 I 6 7 8 NOTE: if the microfilmed document is less clear ttlan t his notice, it is due to the quality of he original document. it 91 LI 9 SL IN Et Zl • 11 QI, 6 IiO44404064600406diapOnn 1 Ililllllill[ 11�I1�11LI�J IIII1111�IUIIiIIII) IIIiIIiII)Iil�lillll.11l�lilIII 11 1111IIIIIII 0111�I 1 �w d d • DRAWINGS ISSUED FOR PERMIT BID CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED 81 INITIALLED AS-BUILT DRAWING DATE APPROVED RHL to % /92 C. J. m. / / / /G/ 92 .3. m. REVISIONS REGISTERED IfTEC T II -I-Ir IIIII.i11I11111IIIIIIIII1III1I • IlIi( _ 1III1 }t11I I11 9 t 10 11 MADE IN OERMANV 12 LIlI h111111) IJIIIIIIiij IIIII IIIIiIIIIIIIIiIllllllllllllliillillllillllll llllll) ROBERT H. LEE as ASSOCIAIES ARCHITECTURE PLANNING ENGINEERING IS20 1406 AS N.E., SUITE 203 s OEUIVUE. WA SeS03 • (203) 144-40n STEVEN I KATfMEC AtCMITECT s JAMES 1111 CIVIL MIMICS SOS CENTER OIL TUKWILA, WASHINGTON SCALE: 1 /2 "= DR. C.D.H. —0" DATE: 7/2/92 CH. C.J.M. APP. TYPICAL YARD LIGHT DETAIL LEVELING NUTS TOP OF DRIVE CONCRETE CURB- SCALE: 1' =1' -0" 1 CITY OF TUKWILA APPROVED JAN i 1993 BI_ ! 01 IG DIVISION J 0 ter J il. Inc., Fa A-e I - P - R - 1 - ED - E C COMMERCIAL FUELING SUPER 0.00'4 "UNLEADED 0.00 REGULAR O.00 DIESEL OQOi o o f 0 0 REFLECTIVE YELLOW 8 "0 STEEL PIPE FILLED WITH CONCRETE. PAINT WHITE FINISHED GRADE CONCRETE FOOTING SIGN ELEVATION SCALE 1/2 " =1' -0" (SEE SITE PLAN FOR TOTAL NUMBER OF GUARD POSTS) GUARD POST DEVIL SCALE: 1"- 1'-0" AT PUMP ISLAND OWNER'S SIGNAGE. PACIFIC PRIDE LOGO SIGN. 8" X 8" X 3/16" STEEL SQ TUBE. 6 "0 STEEL PIPE FILLED vWITH CONCRETE. PAINT WHITE CONCRETE REINFORCING FINISHED GRADE CONCRETE FOOTING MR COMPRESSOR ENCLOSURE SEE: DETAIL ON THIS PAGE. 4" SQ. GALVANIZED STEEL TUBE POST I ---- 8' LG. (AT CORNERS) WITH WELDED CAP PLATE ALL STEEL SHALL HAVE I -PRIME COAT & 2-FINISHED COATS OF PANT. I GUARD POST, SEE DETAIL ON THIS PAGE 2" x 4" CEDAR TOP AND BOTTOM RAILS ATTACHED TO POST WITH STEEL CLIP ANGLES, WITH I -ANGLE LEG WELD TO POST. 4" SQ. GALVANIZED STEEL TUBE 5' -3" LG. (AT INTERMEDIATE POSITION) WITH WELDED CAP PLATE TOP AND ATTACHED TO SLAB AT BOTTOM WITH SLEEVED FLOOR FLANGE. 1" x 6" ROUGH SAWN CEDAR BOARDS---------- ---- -- EDGE OF REINFORCED CONCRETE PAD. 1' -4" SQ. x 3' -0" DEEP CONCRETE POST FOOTING (TYPICAL AT 4 CORNER POSTS). HEAVY DUTY GATE HINGE I -LEAF WELDED TO POST, THE OTHER IS BOLTED TO DOUBLE 2 x 4 GATE STYLE (1 1/2 PAIR OF HINGES PER GATE). -• METAL VERTICAL GROOVE PANELS IN LIEU OF CEDAR BOARDS WHEN CALLED FOR ON THE GENERAL ARRANGEMENT PLAN, SEE NOTE 'A'. DOUBLE CEDAR 2 x 4 GATE STYLE 2" x 4" CEDAR BRACE 4" SQ. GALVANIZED STEEL TUBE POST 8'. -•0" LONG. 4" THICK CONCRETE PAD REINFORCED \1TH 6 x 6 x 10/10 W.W.M. (2) #4 REBARS CONTINUOUS 1'-4" SQ. x 3' -0" DEEP CONCRETE POST FOOTING (TYPICAL AT 4 CORNER POSTS). 1 . -6 " L GUARD P DETAIL SCALE: 1"- 1'-0" AT TRASH ENCLOSURE d.dn.>as'k;.i v.iaF. 2' -6" LATCH DEVICE BY GENERAL CONTRACTOR.- PLAN: CEDAR TRASH ENCLOSURE FASTEN STRUTS & TOP PANEL TO Mi:TAL WALL METAL BOOR F w/ SPACERS SEE ABOVE CINCH ANCHOR CONCRETE SLAB 8'-2" 10' -2" DATED: OCTOBER 13, 1992 DOCUMENT NO.; 0467-002 --T03 SCALE: 1/2"=1'-0" SCALE: 1/2" =1'-0" REFER TO GEOTECHNICAL REPORT AS PREPARED BY: GEO ENGINEERS J TRASH SIDING ELEVATION: CEDAR TRASH ENCLOSURE FLOOR FLANGE - ANCHOR TO SLAB AIR COMPRESSOR? ENCLOSURE N.T.S. ALTERNATE FIXTURE, SEE.SITF PLAN r `L 400 WATT METAL HALIDE ALUMINUM FIXTURE WITH ACRYIJC REFRACTOR AND WELDED ALUM. ARM WITH BLACK FINISH. 5" SQUARE 16' -0" HT. STEEL POLE WITH BASE PLATE AND ANCHOR BOLTS. CONTRACTOR SHALL PAINT POLE PER 'PACIFIC PRIDE' SPECIFICATIONS. REMOVE PAINT AND SECURELY ATTACH COPPER GROUND LUG WITH 3/16" STOVE BOLT INSIDE POLE TO POLE BODY OR HANDHOLE REINFORCING RING (DO NOT GROUND TO COVER FASTENERS). #6 STRANDED BARE COPPER GROUND WIRE, ATTACH TO LUG AND CLAMP. HANDHOLE WITH COVER COPPER GROUND CLAMP ATTACHED TO CONDUIT WHEN POLES ARE EQUIPPED WITH BASE PLATE COVERS, THE COVERS SHALL HAVE 2 PAINTED COATS AS PER 'PACIFIC PRIDE' SPECIFICATIONS. ----\ 4 3/4" x 30" LONG ANCHOR BOLTS FURNISHED BY POLE SUPPLIER. — 11" STEEL CURB FASCIA, CONTRACTOR SHALL PAINT WHITE. 3/4" RIGID CONDUIT, 12" MIN. BELOW FINISHED GRADE. 18 GA. TOP PANEL DARK GRAY STRUT BEHIND OUTSIDE EDGE DOWN 1" TO DRAIN CONTINUOUS HINGE 16 GA. 6 HIGH METAL DOOR W/ STAMPED LOUVERS DARK GREY BUILDING PERMIT #B920375 11"0 BOLT CIRCLE 4 3/4" SQUARE STUBBING HOLE SLOTTED BOLT HOLES s ' - 10 1 /4" SQ. TYPICAL YARD LIGHT 1'--4 1/2" _•__ c Tn 0 BASE PLATE DETAIL SCALE: 1 1 /2 ° =1' -0" IIIIIIIIIIIIIIILIIIIIIIIIIIIIIIII 11111111 IIIIIIIII_II`I'1- II'1 .ri I I II �, I I(i WI 1I11II I ( . '.l( . I I I IIII I `ft - 0 IS THS INCH 1 2 �` 3 4 5 I 6 7 8 NOTE: if the microfilmed document is less clear ttlan t his notice, it is due to the quality of he original document. it 91 LI 9 SL IN Et Zl • 11 QI, 6 IiO44404064600406diapOnn 1 Ililllllill[ 11�I1�11LI�J IIII1111�IUIIiIIII) IIIiIIiII)Iil�lillll.11l�lilIII 11 1111IIIIIII 0111�I 1 �w d d • DRAWINGS ISSUED FOR PERMIT BID CONSTRUCTION DO NOT USE FOR CONSTR. UNLESS DATED 81 INITIALLED AS-BUILT DRAWING DATE APPROVED RHL to % /92 C. J. m. / / / /G/ 92 .3. m. REVISIONS REGISTERED IfTEC T II -I-Ir IIIII.i11I11111IIIIIIIII1III1I • IlIi( _ 1III1 }t11I I11 9 t 10 11 MADE IN OERMANV 12 LIlI h111111) IJIIIIIIiij IIIII IIIIiIIIIIIIIiIllllllllllllliillillllillllll llllll) ROBERT H. LEE as ASSOCIAIES ARCHITECTURE PLANNING ENGINEERING IS20 1406 AS N.E., SUITE 203 s OEUIVUE. WA SeS03 • (203) 144-40n STEVEN I KATfMEC AtCMITECT s JAMES 1111 CIVIL MIMICS SOS CENTER OIL TUKWILA, WASHINGTON SCALE: 1 /2 "= DR. C.D.H. —0" DATE: 7/2/92 CH. C.J.M. APP. TYPICAL YARD LIGHT DETAIL LEVELING NUTS TOP OF DRIVE CONCRETE CURB- SCALE: 1' =1' -0" 1 CITY OF TUKWILA APPROVED JAN i 1993 BI_ ! 01 IG DIVISION �s. Existing Metro Transit Park and Ride Lot falwaran i 1 " uv� sy.S.'i•vlv'n+„s. :n,w';�c yr � rmtrtibz •"a hnl.+l�:7ar'a�.�..:YiJ,i. .... �.5�°+ls.. .& r, a�:, ',:(.fir: N.f.5. • i 6f4\1X l 1" )( t "i s vat/ye FOY Remote Control Valve - /4. -r. 4. 1 •'c4 FLt33 (A At7 - TOP FL - \ N E ti / FiNK - -H .- AGE k �X Fi ektro N� T 417 p V. C. U vv I2" y 1 /4' 4' FLED. F11 ,U 1(i -1e1). W. tFtR.E S \.vir\)' JOINT' (• i E/1 F W\FI L T' GAP Ra 7'S F012 PwE 16 '1 3EAi ALL ore. W /7ZFLA:At - 1"7`P AAAW 11'112 c' GiVIY �. tx, 1GH7>:N C-ALV lu PV. • ,STS. `t•/ALL - 11-1FRA4: t7V. eo, ALA, P.V.C. Fir1wICs 5VAW, 1:36 SCh.40- S. /kV CLCE-,a✓ /4 cr ,St Er GLt.� Pt;F�MtYIEt�• 6.A41, f 11TlN'' 1e Ststo r7v1. eta 1 tr MAt,E COA'N T (CN Shrub /Lawn Head AV1G/WV 1c CCNT1yt7L 1/A1N E CONT 2c)L vvt rzu r?v• c • s)(1 I-I API? M!N. 4" PV G. c3C . eo Nlr'PL (ItigTli f`T) - VALve - ) 1 A.... ....... •y . " ®ii61itiiTNli ��® ®®MIBEAUM (�'itf�l�91i 1 ®f® I 1/7... ..,,o .®„ worm moss oissawswoossiesierso ee ,...sis 1 I t 1 1 I I 11 It J1/i %1116 -St ? rt,P8 - 11c vaLVt pax - -_ r�N,t 1 or4a Malt M ,1 c►2ty 4n43 Controller: Quick Coupler Locate controller in building on inside wall, in approximate location shown. Verify with architect. Wall mount controller at eye level. Provide separate 15 amp. circuit and 120 V.A.C. power to controller. Provide 2" conduit from controller to nearest planting area. Extend 24" into planting area, 18" below grade, cap and flag. taskomisminsolitommeaminsainominemisageonamilmrsommes MONO Ceastwillimassemmaxisime 11101allimiiimil1nalspairmela moan Yew _paint of Connection ■ T N. T. S- SHVr-op vALV5 let eeta c V/al.vt; STt�ralNt✓12 P 9 'r ✓ • PEPVC!NG V L'/ (Ic sItc i at lelet ) _ itJ1UN 1 f l:i1.-4-.. `AW' vkl. Ot2AIN \ALVs 1 / -• (A(( c'01.19. Bra' rIt I4t.1 c Existing Metro Transit Park and Ride Lot �� • 1• ey¢!' -V4- fr,:nrerfetz, SAME 44Z ,- r ELI, a.v3�4°d'rt- ; v Nlt�pl,t"; , w C3CH: ' O `tPIPL 'guff JWJr c, n 1fsiUNe La;are L PO.C. 1 r'G ivarEp ON FLAN i aE 'flFLnN TAPE 0vt,'Y - f'+'Jt, TiIpt=At2Ep 1'.v.C. cCN. eb - 1--1/4 erg sass0 rerun s . ..as .a„opr„ awo. ® ice BIM BB .smea, ever mama Vase, ttlaarmowaINNIMINtalWIIIIM saes .®.h. �Q�ICk COVt irrigation Legend Symbol Item L Q Shrub Head Rainbird 180X -15 Series (1804 - Lawn, 1812 - Shrub) Shrub Head Rainbird 180X - 12 Series (1804 - Lawn, 1812 - Shrub) a Shrub Head Rainbird 180X - 10 Series (1804-Lawn, 1812 - Shrub) 41; [El Controller Rainbird RCM -6 issomimiits Mainline Control Valve Rainbird 100 PEB,150•PEB Backflow Preventor Febco 805Y (1 -1/2 ") Pressure Regulator Shut -Off Valve Strainer Quick Coupler Manual Drain Laterals = - = Sleeves Zone Number Valve Size Bil gill Egi 1111 1111 MO MS 111 NE 5111 IN RE NIE NE ER IN SE lin BS NM 1 - 1/ 1''-' rIt4te1-t crt'ot:• 4'44E1 ELL i1 Wilkins #500 (1 -1/2 ") AQUA (1 -1/2 ") Wilkins (1 -1/2 ") Rainbird 3RC 33K key / SH -O ell PVC -Class 200 Manual Drain Valve ' 1. �. 1 2 3 1 '1 1" 1 „ 4 1 -1/2" Point of Connection: Approximate location of P.O.C. to new metered service line as shown on civil drawings. Verify and adjust location prior to installation if required. Verify minimum 65 p.s.i. at design flow at P.O.C. prior to work. Notify owner immediately of any discrepancies. Plastic control valve. Install per detail # 2. Zone Summary Zone Valve Size GPM Manuf. 1 Catalog No. Description / Remarks 30 psi, adjust radius as required, instill per detail # 1. 30 psi, adjust radius as required, install per detail # 1. 30 psi, adjust radius as required, install per detail # 1. 6 station controller. Wall mount in stock room, verity location with owner. Double check valve; install per detail # 3. Adjust outlet to t-1- 50 psi. Standard spring range; install per detail # 3. 200 psi threaded ends. Install per detail # 3. Brass strainer w/ 100 mesh screen. !nsta!! per detail # 3. Install per detail #4, at P.O.C. Provide (1) Keys and (1) Ell. Champion #200 Install @ P.O.C. per detail # 5. PVC -Class 200 Sizes as per plan. 1 -1/2" min. PVC -Class 200 Size as per plan, 3/4" min. Unlabeled pipe sections to match the largest of the adjacent pipes. Unlabeled pipe at the end of lateral runs to be 3/4 ". Size as per plan. See Lone Summary WI IS NO 111 1! Iii MA MIN BB NM BE MN ® ® WEEU ON 4 3 , LQCr!1/•1C CAF • `f ?OTtrc1IVE SLEI,VI •pf<ArN vALV --P\/,G LI /v ,4Uf lr,= _ • VALV it GAC.)-1 CU 'Aci t 4ALVt; 4Ut,IU t;C:?t h M(rAt, AIWC -1t% VAUV • AU t-1(9: 4 rat i i =S •it2 1';6 S/1hlE E- A O L5 CO,VI -ie - Cl iCW of P \fN VA t_v . 21.19 17.38 18.45 34.82 Alamo IMMO. vrt it 1REAPEti OWLET 6- ' t'IPm% /+I /IV. IG' r f'vC PVC fare, 'f11! <FAI: EV ON e. la (v 0 • Vt?1I /V f 4 sae.. ...d. sear sow r 4- + 1 1 1 1 1 1 1 1 1 1 r 1 e 1 1 1 1 1 1 1 1 1 1 -112_ ' 2 1 • 1r 2 2 2 2 2 2 1 1 1 1 tt INTERURBAN AVE. S. BUILDING PERMIT #8320375 STATE CF- WAS1-10 sTON nEGl.ST ED �l.Artt1'E ARCi- HtT r •. TtAnI( ALAN WEISMAf3 "---• -- CERTIFICATE NO. 321 Irrigation Specifications J,OB CONDITIONS 1. Protection: Furnish and maintain warning signs, barricades, etc., to protect public from injury. f review utility plans and protect all existing underground utilities. 2. Repair: Repair or replace at Contractor's expense any damage to existing utilities. structures, walk, curbs, etc., to satisfaction of Owner. 3. Substitutions: Submit manufacturer's literature and samples (if requested) tor any mrequested ade. substitution, prior to start of project. No on -site approvals of substitutions will be 4. "As- Bullts ". Contractor shall furnish a marked -up p, completed inslailation showing all changes made during the Course of work. Snow d!mensiens toi alt piping and components off of fixed objects. 5. Warranty: In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from date of final acceptance, against defects in material, equipment, or workmanship by Contractor. Repair any settlement with additional soil, and remulch. MATERIAL$ / PRODUCT 4 16THSINCH 1 7 Ill I �I I Ill IJI I l I IJl ! { 1 II Ill {�I'°L{l - 1 r . 1,.. rill rill l(l'i j iI ., Iii ( i I 4:,.,..,,,,,,,,.. I I ( ( ( ( ( ( ( I ( I ( ( r ( ( I � : . 1 ° I : } I � ( , , l �, , .l ! I l { +- 1111-11 3 4 S 6 7 No microfilmed , it the document i s le . . , �� .,:._.. ...__ ...- ..�., - . ss clear than this notice, it 1.s due to the quality of the original document. tz 40Z 6t et a 91. St +it. et 1 • tl aa. 6 I�;l�Ill! lt. I1{ �lllllll! {Ii! !I!!I! {LI!lIIIlL�j)iU11t:. l�III11! {1 Ill% IIIIJ �iIll�lllf{ li�iIIII ! {lIIIIl,I'' {Illllllll�I . �l�ll��IIII�III�IIIII( l��!!II� 1. Major items: Refer to irrigation legend. this sheet 2. Other i tems: a. Galva nized pipe: Standard weight,threaded galvanized iron fittings. 150 psi. b. Protective sleeves for Manual Drain Valves* Two-inch Class 200 pvc: Caps: Rain Bird 1163100 c. Manual Drain Valve: 3/4 ", Bronze, non - rising stem, globe or angle valve, 200 psi rating. Champion or approved equal. ' d. Drain rock: 1 -1/2" minus drain rock or approved e. Miscellaneous Keys: Provide 2 manual drain keys. and 2 protective cap lock keys. INSTALLATION 1. Layout: Lay out the work as closely as possible k drawings. Make minor adjustments at direction of Owner to improve water coverage. Install irrigation to avoid proposed tree locations. 2. Excavation: Excavate to a minimum depth of 12" for all piping. More Than one pipe may be included in a trench, provided that at least •" of clearance between pipes is provided. If existing material is unsuitable for heckling pipe (Le. rocky), remove additional material and replace with topsoil or sand. Slope all piping to manual drain locations to fully drain system. Raise and correct any low spots at Owner's direction, so that system fully drains. 3. Sleeving: Refer to General Arrangement Plan for location of 2" sleeves under driveways. Sleeves shall extend a minimum of 12" into planter, and shall be placed 12" below finished grade. 4. Valves: Install all valves adjacent to paved areas as per detail. 5. Sumps: Provide a Minimum 3 -cubic -tool sump under all manual and automatic drain valves. 6. Drain Valves: Install a manual drain or slop -and -waste valve on each side of backflow preventor as per detail, and additional manual drains as required on all mainline tow spots. Install automatic drain valves on each zone to fully drain system. 7. Sprinkler Heads: Install heads as per detail, at 6" back from inside face of curb. All heads to stand plumb, vertical. 8. Flushing: Flush system thoroughly prior to valve placement, and again prior to head placement. Clean out a!! clogged heads. 9. Testing: Test system prior to backfilling trenches and with Owner present. Purge all air from systern, and cap risers, open valves and bring system to line pressure. Lines which evidence visible leakage shall be rejected. 10. Compaction: Compact all trenches to the same level of compaction as surrounc)tng soil. 11. Provisional inspection: Before request for provisional inspection. accoinptish the following a. Complete all work, including balancing, idjuslirrg' the system. and nozzle adjustrnent. b. Complete the "as built" drawings tor review. c. Clean up entire site to spotless condition. d. Prepare a maintenance manual describing system operation and provide manufacturers' information of warranties. 12. System Operation Orientation: At time of final inspection and approval. provide a training and orientation session for the Owner. covering operation. adjustment, and maintenance for the system. Irrigation Notes 1. Adjust all irrigation heads to provide maximum coverage, minimum overspray, and no fogging. Set all heads back 6" from curbs, paving, and walls. Heads shown along the sidewalk at property perimeters are to be set 6 from pavement. Variation in their location on the plan is only for the sake of graphic clarity. 2. Location of irrigation mainline, laterals and sleeving are schematic only, and shall occur in planting areas and inside property line unless sleeving is shown. Make minor changes as necessary to coordinate with actual as -built dimensions and conditions. 3. Refer to Irrigation Specifications for additional requirements. SCALE: 1"=10' 2 �..�. ._.,rte _ ..... k CITY OF TUKWILA APPROVED JAN, 193 DI u JCV!SiON Irrigation Plan N j g 7 2 fit g . cap ARM ha .71_) iu . ,. old �c1 ✓nlS zip! S11■3 W0_7 - zld NOSit3t1 771 �s. Existing Metro Transit Park and Ride Lot falwaran i 1 " uv� sy.S.'i•vlv'n+„s. :n,w';�c yr � rmtrtibz •"a hnl.+l�:7ar'a�.�..:YiJ,i. .... �.5�°+ls.. .& r, a�:, ',:(.fir: N.f.5. • i 6f4\1X l 1" )( t "i s vat/ye FOY Remote Control Valve - /4. -r. 4. 1 •'c4 FLt33 (A At7 - TOP FL - \ N E ti / FiNK - -H .- AGE k �X Fi ektro N� T 417 p V. C. U vv I2" y 1 /4' 4' FLED. F11 ,U 1(i -1e1). W. tFtR.E S \.vir\)' JOINT' (• i E/1 F W\FI L T' GAP Ra 7'S F012 PwE 16 '1 3EAi ALL ore. W /7ZFLA:At - 1"7`P AAAW 11'112 c' GiVIY �. tx, 1GH7>:N C-ALV lu PV. • ,STS. `t•/ALL - 11-1FRA4: t7V. eo, ALA, P.V.C. Fir1wICs 5VAW, 1:36 SCh.40- S. /kV CLCE-,a✓ /4 cr ,St Er GLt.� Pt;F�MtYIEt�• 6.A41, f 11TlN'' 1e Ststo r7v1. eta 1 tr MAt,E COA'N T (CN Shrub /Lawn Head AV1G/WV 1c CCNT1yt7L 1/A1N E CONT 2c)L vvt rzu r?v• c • s)(1 I-I API? M!N. 4" PV G. c3C . eo Nlr'PL (ItigTli f`T) - VALve - ) 1 A.... ....... •y . " ®ii61itiiTNli ��® ®®MIBEAUM (�'itf�l�91i 1 ®f® I 1/7... ..,,o .®„ worm moss oissawswoossiesierso ee ,...sis 1 I t 1 1 I I 11 It J1/i %1116 -St ? rt,P8 - 11c vaLVt pax - -_ r�N,t 1 or4a Malt M ,1 c►2ty 4n43 Controller: Quick Coupler Locate controller in building on inside wall, in approximate location shown. Verify with architect. Wall mount controller at eye level. Provide separate 15 amp. circuit and 120 V.A.C. power to controller. Provide 2" conduit from controller to nearest planting area. Extend 24" into planting area, 18" below grade, cap and flag. taskomisminsolitommeaminsainominemisageonamilmrsommes MONO Ceastwillimassemmaxisime 11101allimiiimil1nalspairmela moan Yew _paint of Connection ■ T N. T. S- SHVr-op vALV5 let eeta c V/al.vt; STt�ralNt✓12 P 9 'r ✓ • PEPVC!NG V L'/ (Ic sItc i at lelet ) _ itJ1UN 1 f l:i1.-4-.. `AW' vkl. Ot2AIN \ALVs 1 / -• (A(( c'01.19. Bra' rIt I4t.1 c Existing Metro Transit Park and Ride Lot �� • 1• ey¢!' -V4- fr,:nrerfetz, SAME 44Z ,- r ELI, a.v3�4°d'rt- ; v Nlt�pl,t"; , w C3CH: ' O `tPIPL 'guff JWJr c, n 1fsiUNe La;are L PO.C. 1 r'G ivarEp ON FLAN i aE 'flFLnN TAPE 0vt,'Y - f'+'Jt, TiIpt=At2Ep 1'.v.C. cCN. eb - 1--1/4 erg sass0 rerun s . ..as .a„opr„ awo. ® ice BIM BB .smea, ever mama Vase, ttlaarmowaINNIMINtalWIIIIM saes .®.h. �Q�ICk COVt irrigation Legend Symbol Item L Q Shrub Head Rainbird 180X -15 Series (1804 - Lawn, 1812 - Shrub) Shrub Head Rainbird 180X - 12 Series (1804 - Lawn, 1812 - Shrub) a Shrub Head Rainbird 180X - 10 Series (1804-Lawn, 1812 - Shrub) 41; [El Controller Rainbird RCM -6 issomimiits Mainline Control Valve Rainbird 100 PEB,150•PEB Backflow Preventor Febco 805Y (1 -1/2 ") Pressure Regulator Shut -Off Valve Strainer Quick Coupler Manual Drain Laterals = - = Sleeves Zone Number Valve Size Bil gill Egi 1111 1111 MO MS 111 NE 5111 IN RE NIE NE ER IN SE lin BS NM 1 - 1/ 1''-' rIt4te1-t crt'ot:• 4'44E1 ELL i1 Wilkins #500 (1 -1/2 ") AQUA (1 -1/2 ") Wilkins (1 -1/2 ") Rainbird 3RC 33K key / SH -O ell PVC -Class 200 Manual Drain Valve ' 1. �. 1 2 3 1 '1 1" 1 „ 4 1 -1/2" Point of Connection: Approximate location of P.O.C. to new metered service line as shown on civil drawings. Verify and adjust location prior to installation if required. Verify minimum 65 p.s.i. at design flow at P.O.C. prior to work. Notify owner immediately of any discrepancies. Plastic control valve. Install per detail # 2. Zone Summary Zone Valve Size GPM Manuf. 1 Catalog No. Description / Remarks 30 psi, adjust radius as required, instill per detail # 1. 30 psi, adjust radius as required, install per detail # 1. 30 psi, adjust radius as required, install per detail # 1. 6 station controller. Wall mount in stock room, verity location with owner. Double check valve; install per detail # 3. Adjust outlet to t-1- 50 psi. Standard spring range; install per detail # 3. 200 psi threaded ends. Install per detail # 3. Brass strainer w/ 100 mesh screen. !nsta!! per detail # 3. Install per detail #4, at P.O.C. Provide (1) Keys and (1) Ell. Champion #200 Install @ P.O.C. per detail # 5. PVC -Class 200 Sizes as per plan. 1 -1/2" min. PVC -Class 200 Size as per plan, 3/4" min. Unlabeled pipe sections to match the largest of the adjacent pipes. Unlabeled pipe at the end of lateral runs to be 3/4 ". Size as per plan. See Lone Summary WI IS NO 111 1! Iii MA MIN BB NM BE MN ® ® WEEU ON 4 3 , LQCr!1/•1C CAF • `f ?OTtrc1IVE SLEI,VI •pf<ArN vALV --P\/,G LI /v ,4Uf lr,= _ • VALV it GAC.)-1 CU 'Aci t 4ALVt; 4Ut,IU t;C:?t h M(rAt, AIWC -1t% VAUV • AU t-1(9: 4 rat i i =S •it2 1';6 S/1hlE E- A O L5 CO,VI -ie - Cl iCW of P \fN VA t_v . 21.19 17.38 18.45 34.82 Alamo IMMO. vrt it 1REAPEti OWLET 6- ' t'IPm% /+I /IV. IG' r f'vC PVC fare, 'f11! <FAI: EV ON e. la (v 0 • Vt?1I /V f 4 sae.. ...d. sear sow r 4- + 1 1 1 1 1 1 1 1 1 1 r 1 e 1 1 1 1 1 1 1 1 1 1 -112_ ' 2 1 • 1r 2 2 2 2 2 2 1 1 1 1 tt INTERURBAN AVE. S. BUILDING PERMIT #8320375 STATE CF- WAS1-10 sTON nEGl.ST ED �l.Artt1'E ARCi- HtT r •. TtAnI( ALAN WEISMAf3 "---• -- CERTIFICATE NO. 321 Irrigation Specifications J,OB CONDITIONS 1. Protection: Furnish and maintain warning signs, barricades, etc., to protect public from injury. f review utility plans and protect all existing underground utilities. 2. Repair: Repair or replace at Contractor's expense any damage to existing utilities. structures, walk, curbs, etc., to satisfaction of Owner. 3. Substitutions: Submit manufacturer's literature and samples (if requested) tor any mrequested ade. substitution, prior to start of project. No on -site approvals of substitutions will be 4. "As- Bullts ". Contractor shall furnish a marked -up p, completed inslailation showing all changes made during the Course of work. Snow d!mensiens toi alt piping and components off of fixed objects. 5. Warranty: In addition to manufacturers' guarantees or warranties, all work shall be warranted for one year from date of final acceptance, against defects in material, equipment, or workmanship by Contractor. Repair any settlement with additional soil, and remulch. MATERIAL$ / PRODUCT 4 16THSINCH 1 7 Ill I �I I Ill IJI I l I IJl ! { 1 II Ill {�I'°L{l - 1 r . 1,.. rill rill l(l'i j iI ., Iii ( i I 4:,.,..,,,,,,,,.. I I ( ( ( ( ( ( ( I ( I ( ( r ( ( I � : . 1 ° I : } I � ( , , l �, , .l ! I l { +- 1111-11 3 4 S 6 7 No microfilmed , it the document i s le . . , �� .,:._.. ...__ ...- ..�., - . ss clear than this notice, it 1.s due to the quality of the original document. tz 40Z 6t et a 91. St +it. et 1 • tl aa. 6 I�;l�Ill! lt. I1{ �lllllll! {Ii! !I!!I! {LI!lIIIlL�j)iU11t:. l�III11! {1 Ill% IIIIJ �iIll�lllf{ li�iIIII ! {lIIIIl,I'' {Illllllll�I . �l�ll��IIII�III�IIIII( l��!!II� 1. Major items: Refer to irrigation legend. this sheet 2. Other i tems: a. Galva nized pipe: Standard weight,threaded galvanized iron fittings. 150 psi. b. Protective sleeves for Manual Drain Valves* Two-inch Class 200 pvc: Caps: Rain Bird 1163100 c. Manual Drain Valve: 3/4 ", Bronze, non - rising stem, globe or angle valve, 200 psi rating. Champion or approved equal. ' d. Drain rock: 1 -1/2" minus drain rock or approved e. Miscellaneous Keys: Provide 2 manual drain keys. and 2 protective cap lock keys. INSTALLATION 1. Layout: Lay out the work as closely as possible k drawings. Make minor adjustments at direction of Owner to improve water coverage. Install irrigation to avoid proposed tree locations. 2. Excavation: Excavate to a minimum depth of 12" for all piping. More Than one pipe may be included in a trench, provided that at least •" of clearance between pipes is provided. If existing material is unsuitable for heckling pipe (Le. rocky), remove additional material and replace with topsoil or sand. Slope all piping to manual drain locations to fully drain system. Raise and correct any low spots at Owner's direction, so that system fully drains. 3. Sleeving: Refer to General Arrangement Plan for location of 2" sleeves under driveways. Sleeves shall extend a minimum of 12" into planter, and shall be placed 12" below finished grade. 4. Valves: Install all valves adjacent to paved areas as per detail. 5. Sumps: Provide a Minimum 3 -cubic -tool sump under all manual and automatic drain valves. 6. Drain Valves: Install a manual drain or slop -and -waste valve on each side of backflow preventor as per detail, and additional manual drains as required on all mainline tow spots. Install automatic drain valves on each zone to fully drain system. 7. Sprinkler Heads: Install heads as per detail, at 6" back from inside face of curb. All heads to stand plumb, vertical. 8. Flushing: Flush system thoroughly prior to valve placement, and again prior to head placement. Clean out a!! clogged heads. 9. Testing: Test system prior to backfilling trenches and with Owner present. Purge all air from systern, and cap risers, open valves and bring system to line pressure. Lines which evidence visible leakage shall be rejected. 10. Compaction: Compact all trenches to the same level of compaction as surrounc)tng soil. 11. Provisional inspection: Before request for provisional inspection. accoinptish the following a. Complete all work, including balancing, idjuslirrg' the system. and nozzle adjustrnent. b. Complete the "as built" drawings tor review. c. Clean up entire site to spotless condition. d. Prepare a maintenance manual describing system operation and provide manufacturers' information of warranties. 12. System Operation Orientation: At time of final inspection and approval. provide a training and orientation session for the Owner. covering operation. adjustment, and maintenance for the system. Irrigation Notes 1. Adjust all irrigation heads to provide maximum coverage, minimum overspray, and no fogging. Set all heads back 6" from curbs, paving, and walls. Heads shown along the sidewalk at property perimeters are to be set 6 from pavement. Variation in their location on the plan is only for the sake of graphic clarity. 2. Location of irrigation mainline, laterals and sleeving are schematic only, and shall occur in planting areas and inside property line unless sleeving is shown. Make minor changes as necessary to coordinate with actual as -built dimensions and conditions. 3. Refer to Irrigation Specifications for additional requirements. SCALE: 1"=10' 2 �..�. ._.,rte _ ..... k CITY OF TUKWILA APPROVED JAN, 193 DI u JCV!SiON Irrigation Plan N j g 7 2 fit g . cap ARM ha .71_) r HING TO BE 5/8 ON ALL EXTERIOR WALLS SHALL NAILS, SPIKES, BOLTS, S(2EWS, STRAPS, ETC. PR0 ER INSTALLATION OF CARPENTRY, SIZES AND QUANTITY SUFF HOLD MEMBERS RIGIDLY AND PERMANENTLY IN PLACE. 47;;; g r, f ,' , : !r r .�' t • _ 4 ,' . > `' v ,. �, n Y . f l�j�l`�� III r 1IEJI 1 1 1 1 1 1 1 TH :I ` IIi'EIJI 4 5 6 7 fi J 'Ott If the microfilmed document is less clear than Ibis notice, it is due to the quality of the original document. . ze t2 o e 6t et Lt 9l Gt VI : .( 11 1 11111111 I11 ilI III111 1J111i1 !11jti►IIISI111iUII1l,11111IIf IIIJ111, It 01, 6 8 1ii11llll lj111111I1i111iInn�Il11�1111i�1I1 Iluill�l111�i IR SELECT V.G. "B" OR BETTER, CLEAR WO AND ONE QUARTER (24) INCH BULL NOSED PHILLIPINE M NN PREPARED BY C.J. Mason OCTOBER 1989 GENERAL SPEC I F I CATIONS 14 s _,�.,.H I e L1 abA NCI A\ . 6, ,..-p. - ---- . ROBERT RT He LEE 88 ASSOOIA ARCHITECTURE PLANNING EHQENEERING ' 1824 140th AVE. N.E, SJflE 200 $ s 1.tME. WA *We . • ° (yam) 7477 STEVEN LKATTIEN, AkantrECT s JA37t$ I. RA14 OtVIL E$Q Q ES.> NA7.::U :F OWNER OR COMPANY I S l .Ot.J'f - Chi- -1"t2. , REPRESENTED BY ITS PROJECT EI4GINEER, WHO IS AUTHORIZED TO ACT FOR IT WITH RESPECT TO THIS ENTIRE PROJECT. GENERAL. CONTRACTOR IS THE INDIVIDUAL OR FIRM WITH WHOM THE OWNER HAS CONTRACTED FOR SATISFACTORY COMPLETION OF THE ENTIRE PROJECT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL WORK INVOLVED IN THE PROJECT. HE IS RESPONSIBLE FOR APPROVING OR REJECTING ALL MATERIALS AND WORKMANSHIP FURNISHED FOR ALL PARTS OF THIS PROJECT, INCLUDING THOSE WHICH ARE ORDERED OR SUBCONTRACTED BY HIM AND THOSE WHICH MAY BE ORDERED OR CONTRACTED DIRECTLY BY THE OWNER. CONTRACTOR AS USED HEREIN, REFERS TO THE INDIVIDUAL OR FIRM WHO UNDERTAKES THE PERFORMANCE AND SATISFACTORY COMPLETION OF THE WORK SPECIFIED HEREIN AND WHICH SHALL BE SCHEDULED, PERFORMED, AND COMPLETED AS DIRECTED BY THE GENERAL CONTRACTOR, SCOPE THE GENERAL CONTRACTOR SHALL FURNISH AT HIS OWN COST AND EXPENSE, ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION TO COMPLETE ALL CONSTRUCTION SHOWN ON THE GENERAL ARRANGEMENT DRAWING, WITH THE EXCEPTION OF (A) STEEL CONTRAC- TOR'S WORK, (B) SIGN INSTALLATION, (C) LANDSCAPING AND IRRIGATION, (D) PAINT- ING AND, (E) EQUIPMENT TO BE FURNISHED BY OWNER ON SHEET .5P-3. THE STEEL CONTRACTOR WILL FURNISH STRUCTURAL DESIGN PLANS FOR NEW BUILDING AND CANOPY, AND WILL COMPLETELY FABRICATE AND ERECT THESE STRUCTURES ON FOUNDATIONS BY OTHERS. THE GENERAL ARRANGEMENT DRAWING SHOWS THE ENTIRE SCOPE OF THIS CONSTRUCTION WORK. IN THE EVENT OF VARIANCES BETWEEN IT AND ANY OTHER DRAWINGS, AS TO LOCATION OF BUILDINGS, STRUCTURES, FACILITIES OR EQUIPMENT SHOWN, THE GEN- ERAL ARRANGEMENT DRAWING SHALL GOVERN. THE CONTRACTOR SHALL ALSO SUPPLY AND INSTALL CERTAIN APPURTENANCES DESCRIBED HEREIN. THE FABRICATION AND CONSTRUCTION SHALL BE PERFORMED IN STRICT CON- FORMANCE TO THE FOLLOWING DRAWINGS WHICH ARE ATTACHED HERETO AND ARE A PART HEREOF: of L /WATEr, c t3 - ypG 11, 4e>" F 7 g kr INSURANCE CONTRACTOR SHALL PURCHASE AND MAINTAIN IN FULL FORCE AND EFFECT THE FOLLOWING POLICIES OF INSURANCE, WHICH WILL BE PRIMARY AS TO ANY OTHER EXISTING VALID AND COLLECTIBLE INSURANCE. CONTRACTOR AGREES TO ADVISE ALL ITS EMPLOYEES AND THE EMPLOYEES OF ITS SUB - CONTRACTORS AND AGENTS THAT; (1) IT IS THE POLICY OF OWNER THAT THE USE, POSSESSION, SALE, TRANSFER OR PURCHASE OF ILLEGAL DRUGS ON OWNERS PROPERTY IS PROHIBITED; (2) ENTRY ONTO OWNERS PROPERTY CONSISTUTES CONSENT TO AN INSPECTION OF THE EMPLOYEE AND HIS OR HER PERSONAL EFFECTS WHEN ENTERING, ON, OR LEAVING OWNERS PROPERTY; AND (3) ANY EMPLOYEE WHO IS FOUND IN VIOLATION OF THE POLICY OR WHO REFUSES TO PREMIT AN INSPECTION MAY BE REMOVED AND BARRED FROM OWNERS PROPERTY, AT THE DISCRETION OF OWNER. * CONTRACTOR AGREES TO PROTECT, INDEMNIFY AND HOLD COMPANY AND ITS EMPLOYEES, AGENTS, AND OFFICERS FREE AND HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, AND CAUSES OF ACTION OF ALL KINDS INCLUDING WITHOUT LIMITATION, CLAIMS OF PROPERTY DAMAGE, INJURY OR DEATH, ARISING OUT OF OR BEING IN ANY WAY.CON -- NECTED WITH CONTRACTOR'S PERFORMANCE UNDER THIS AGREEMENT, EXCEPT FOR MATTERS SHOWN BY FINAL JUDGMENT TO HAVE BEEN CAUSED BY THE SOLE NEGLIGENCE OF COMPANY. THE INSURANCE REQUIREMENTS OF THE FOLLOWING PARAGRAPH SHALL NOT BE CONSTRUED TO LIMIT THE INDEMNIFICATION PROVIDED HEREUNDER; THE INDEMNIFICATION PROVIDED HEREIN SHALL BE EFFECTIVE TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DEFENSE OF ANY AND ALL CLAIMS, DEMANDS OR SUITS AGAINST COMPANY, ITS EMPLOYEES, AGENTS AND OFFICERS, INCLUDING WITHOUT LIMITATION, CLAIMS BY ANY EMPLOYEE OF ANY CONTRACTOR OR ANY EMPLOYEE OF ANY SUBCONTRACTOR, EVEN THOUGH THE CLAIMANT MAY ALLEGE WILLFULL MISCONDUCT OR SOLE NEGLIGENCE ON THE PART OF COMPANY. WITH RESPECT TO OPERATIONS PERFORMED UNDER OR INCIDENT TO THIS AGREEMENT CONTRACTOR FURTHER AGREES TO OBTAIN AND MAINTAIN INSURANCE ACCEPTABLE TO COMPANY WHICH IS PRIMARY AS TO ANY OTHER EXISTING, VALID AND COLLECTIBLE INSURANCE AND EXCEPT FOR WORKERS' COMPENSATION, EMPLOYERS' LIABILTY, AND CONTRACTURAL LIABILTY, AND CQNTRACTURAL LIABILTY INSURANCE NAMES COMPANY AS AN ADDITIONAL INSURED WITH A CROSS LIABILITY CLAUSE (SEVERABILITY OF INTEREST). SUCH INSURANCE SHALL INCLUDE: (A) COMPREHENSIVE GENERAL AND PROFESSIONAL LIABILITY INSURANCE COVERING SUBCONTRACTOR'S CONTAINMENT LIABILITY, COMPLETED OPERATIONS AND PRODUCT LIABILITY, CONTRACTUAL LIABILITY, AND IF REQUESTED BY COMPANY, LIABILITY ARISING FROM EX- PLOSION, COLLAPSE OR UNDERGROUND PROPERTY DAMAGE, ALL WITH A MINIMUM COMBINED SINGLE LIMIT OF $1,000,000 EACH OCC- URRENCE (OR THE EQUIVALENT) BODILY INJURY AND PROPERTY DAMAGE AND, (8) COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE COVERING ALL OWNED, HIRED, OR OTHERWISE OPERATED NON-OWNED VEHICLES WITH A MINIMUM COMBINED SINGLE LIMIT OF 51,000,000 EACH OCCURRENCE (OR THE EQUIVALENT) FOR BODILY INJURY AND PRO- PERTY DAMAGE AND, (C) (1) WORKERS' COMPENSATION INSURANCE AS REQUIRED BY LAW, COVERING ALL STATES OF OPERATION, AND, (11) EMPLOYERS' LIABILITY INSURANCE WITH A MINIMUM LIMIT OF £100,000 EACH OCCURRENCE. COMPANY SHALL HAVE THE RIGHT TO REQUIRE CONTRACTOR TO CHANGE THE MINIMUM LIMITS OF SUCH COVERAGE. SUBROGATION AGAINST COMPANY SHALL BE WAIVED AS RESPECTS WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE, EXCEPT IN MATERS SHOWN BY FINAL JUDGEMENT TO HAVE BEEN CAUSED BY THE SOLE NEGLI- GENCE OF THE COMPANY. THE INSURANCE REQUIRED UNDER PARAGRAPH ("). FURTHER, THE INSURANCE TO BE CARRIED SHALL BE IN NO WAY LIMITED BY ANY LIMITATION EXPRESSED IN PARAGRAPH ( *) OF THE GENERAL CONTRACT TERMS AND CONDITIONS, NOT ANY LIMITATION PLACED ON THE INDEMNITY THEREIN GIVEN AS A MATTER OF LAW. ..vker.,v,Q EXTRA WORK AND CONTRACT SUPPLEMENTS CHANGES AND EXTRAS SHALL BE AUTHORIZED IN WRITING. ORAL AGREEMENTS WILL NOT BE RECOGNIZED BY OWNER. INSPECTION OF WORK OWNER'S REPRESENTATIVE WILL INSPECT ALL MATERIAL AND WORKMANSHIP FURNISHED UNDER THE CONTRACT. IF, IN HIS OPINION, ANY PART IS UNSATISFACTORY, THE CONTRACTOR SHALL REPLACE OR CORRECT IT AT CONTRACTOR'S EXPENSE. CLEAN -UP CONTRACTOR SHALL REMOVE FROM CONSTRUCTION SITE AND ADJACENT PROPERTIES EXCESS AND WASTE MATERIAL FROM THIS WORK. FILL BOXES AND CONTAINMENT SUMPS SHALL BE CLEAN AND FREE OF EARTH. GUARANTEE OF MATERIAL AND WORKMANSHIP IF, WITHIN ONE YEAR AFTER THE DATE OF COMPLETION AND OF THIS WORK, ANY OF THE MATERIAL OR WORKMANSHIP FURNISHED BY THE CONTRACTOR SHALL PROVE DEFECTIVE, CONTRACTOR WILL, UPON RECEIPT OF OWNER'S WRITTEN REQUEST, REPLACE OR REPAIR IT AT CONTRACTOR'S EXPENSE. PERMITS BUILDING PERMIT WILL BE OBTAINED AND PAID FOR BY OWI1De, ALL OTHER PERMITS NECESSARY TO COMPLETE THIS WORK SHALL BE OBTAINED BY THE CONTRACTOR. STEEL BUILDING SPECIFICATIONS REFER TO STRUCTURAL DRAWINGS STRUCTURAL STEEL STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE SPECIFICATION OF ASTM A -36 ALL LIGHT GAUGE STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS OF ASTM A245, GRADE C. STRUCTURAL STEEL SHALL BE THOROUGHLY CLEANED SCRAP- ING OR WIRE BRUSHING AND SHOP PRIMED WITH PABCO #7300 RED LEAD METAL PRIMER. ALL STRUCTURAL WELDING SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD CODE FOR ARC AND GAS WELDING OF THE AMERICAN WELD- ING SOCIETY. ALL WELDING ELECTRODES SHALL CONFORM WITH THE REQUIREMENTS OF ASTM A -233, E -60 OR E -70. ALL SHOP WELDING SHALL BE PERFORMED BY A QUALI- FIED WELDER IN THE SHOP OF A LICENSED FABRICATOR. ALL STRUCTURAL FIELD WELD- ING SHALL BE PERFORMED UNDER CONTINUOUS INSPECTION BY A BUILDING DEPARTMENT OFFICIAL OR PERSON DESIGNATED BY THE BUILDING DEPARTMENT. WHERE WELD SIZES ARE NOT SHOWN, USE A MINIMUM OF 2" OF 3/16" FILLET WELD. MACHINE BOLTS USED SHALL CONFORM TO SPECIFICATION OF ASTM STANDARD A -307. WHERE BOLT SIZE IS NOT INDICATED, A MINIMUM OF 1/2" ROUND MACHINE BOLT SHALL BE USED. ALL WELDERS SHALL BE CERTFIED. ALL STEEL WORK, INCLUDING WELDS AND CONNECTIONS EXCEPT WHERE ENTIRELY ENCASED IN CONCRETE, SHALL BE GIVEN ONE COAT OF ACCEPTABLE METAL PROTECTION WELL WORKED INTO JOINTS AND OPEN SPACES. LIGHT GAUGE METALS EXTERIOR EXPOSED WALL PANELS SHALL BE 20 GAUGE STRETCHER - LEVELLED. SHEETS SHALL BE GRADE C GALVANIZED TO CONFORM WITH ASTM SPECIFICATION A- -245 MINIMUM SPANGLE. INTERIOR WALL PANELS SHALL BE GALVANIZED TO CONFORM WITH ASTM A -245 GRADE A OR B STANDARD 1, OZ. COATING ZINC, MINIMUM SPANGLE. ROOF DECK SHALL BE 18 GAUGE GALVANIZED STEEL (MILL WIPED) 14 OZ. ZINC COATING CONFORMING TO ASTM SPECIFICATION A-245, GRADE C WITH MINIMUM SPANGLE. ALL FORMED BASE MEM- BERS SHALL BE GALVANIZED AND NOT LESS THAN 16 GAUGE IN THICKNESS. ALL FASTEN- ERS USED TO FASTEN ELEMENTS OF PANELS ARE TO BE CADMIUM PLATED OR GALVANIZED. ALL GALVANIZED METAL SHALL BE FURNISHED UNCOATED UNLESS COATED WITH WATER SOLUBLE OIL.. CAULKING OF INTERIOR AND EXTERIOR WALLS AND JOINTS TO BE PABCO VINYL CAULKING COMPOUND APPLIED NEATLY PER MANUFACTURER'S SPECIFICATIONS. DO NOT CAULK ROOF JOINT PANELS - JOINTS TO BE STRAIGHT, ACCURATE AND TIGHT. FIELD ERECTION STRUCTURAL IRON SHALL BE PLUMB, LEVEL AND WELL SECURED IN POSITION. SHEET METAL SURFACES SHALL BE OF TRUE ALIGNMENT WITH FLUSH, TIGHT, WELL- FITTED JOINTS. ADEQUATELY BACK AND FASTENED SHEETS TO PREVENT SAGE OR BULGES. IMPERFECTIONS IN SHEET OR STRUCTURAL MEMBERS SHALL BE SATISFACTORILY REPAIRED OR THE DEFECTIVE PARTS REPLACED.. RIVET HEADS, BOLT HEADS, WELDING HEAD, SOLDER, WELD SPLATTER OR OTHER PROJEC- TIONS BEYOND THE SURFACE OF SHEET METAL WHICH ARE VISIBLE FROM THE GROUND SHALL BE SANDED OR GROUND SMOOTH. ALL SCREWS THAT PROJECT BEYOND THE SURFACE OF SHEET METAL WALLS OR ROOF BEAMS WHICH ARE VISIBLE FROM THE GROUND SHALL BE CUT OFF. DURING FIELD ERECTION, CONTRACTOR SHALL CAULK ALL EXTERIOR VERTICAL AND HORI- Z.ONTAL WALL SEAMS, ROOF GUTTER JOINTS, BETWEEN BOTTOM OF EXTERIOR WALL SHEETS AND CONCRETE FLOOR OF THIS JOINT 1S NOT GROUTED. HE WILL ALSO CAULK ALL IN- TERIOR WALL SEAMS AND JOINTS, CAULKING SHALL BE PABCO !!7490 VINYL CAULKING COMPOUND. AFTER INSTALLATION, ROOF DECK, DOWNSPOUTS AND GUTTERS SHALL BE INSPECTED FOR LEAKAGE AND ALL HOLES PLUGGED. ALL DEBRIS SHALL BE REMOVED AND THE DECK SWEPT CLEAN. ALL STEEL_ DECKING ON BUILDING AND CANOPIES SHALL BE WATERTIGHT. OTHER CONTRACTORS WHOSE WORK INVOLVES INSTALLATION OF PROJECTIONS THROUGH THE ROOF SHALL BE RESPONSIBLE FOR FLASHING THEM IN A LEAKPROOF MANNER. WOOD SHALL 8 Y WORK PRESERVATIVE: FREELY APPLIED OF 24 HOURS BETWEEN COA VIDEO BETWEEN ALL WOOD A MATERIALS SIZE AND GRADE: SIZES AS POSTS AND BEAMS TO RE r :_: BETTER. ROOF DECKING •rJA L L TE ''UST BE SOUND, THOROUGHLY SEASONED, WELL MANUF `'N4NOT BE CORRECTED IN PROCESS OF BRAD ON OUTSIDE OF BUILDING OR IN F {' +'11 1 H CONCRF suMHER, CEILING JOISTS, TO BE STANDARD AND EX TERIOR. ES 0 COATS ALLATION. ALLOW SHALL ALSO BE PRO- 1 AND W CONCRETE FOR PROPER AN AROUND OPENINGS, STUDS: NOMINAL 2" x 6" FL END NAILING FOR SURFACING MAT AND CORNERS. • PLATES: PROVIDE DOUBLE HEADER(' FINISI._ C BUILT -UP INDICATED ON TH AND MAKE THE WORK FLASHIN;c ROOFING PAINTING FRONT SPECIFICATIONS THE D WITHOUT DETRIMENTAL THE DESIGN SHALE P THE WALL, BOTH POSIV SHALL BE LIMITED TO A MAX OF ANY VERTICAL SPAN. INSTALLATION IY LAY OUT, CUT, FIT, AND ERECT ALL FRAMING. SE L :ES, ETC. TO INSURE RIGIDITY. FRAME AS or PLUMBING, HEATING, AND ELECTR' "G : NSICNS, ANCHOR SILLS r OVER FOUR (d WHERE STEN1NGS WHEREVER GE HEAD NAILS CAPPED WITH NEOPR S, AND NAILHEADS. FLASHING SHALL NOT BE APPL OOFING HAVE BEEN LAID ON THE ADJOINING ROOF DECK. MATERIALS ROOFING SHAH. BE JOHN'S MANVILLE SPECIFICATION #4GNS APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. GENERAL GENERAL CONTRACTOR IS TO COMPLETE ALL PAINTING WORK IN CONNECTION WITH THIS PROJECT. NO DESIGN CRITERIA BE DESIGNED AND INSTALLED IN CONFORMANCE WITH XPANSION AND CONTRACTION B NING OF JOINTS, UND LACE STUDS TO PROVIDE 'ENINGS, INTERSECTIONS THE DOWNSPOUTS COMPLETE THE WORK KENT, GALVANIC SEPARA AT EACH END T "; ND AT THE TOP STEEL r : J 000 OR VINYL TAPE F I L 6t }i k iA w LY SEP h I LAR METALS FROM CONTACT. EN : {t �Y" ` IM AND STEEL SHALL BE HEAVILY COATE EEN ALUMINUM AND CONCRETE AT FLOOR SHALL BE CAUL I UOW CORNING NO. 780 (THIOKOL, BASE) CAULKING COMPOUND, 70 THE JOINT f" MINIMUM AND SPOONED OFF ON THE OUTSIDE FORMIN LY CONCAVE SURFACE. %graft,. EQUIRED STUDS PROVIDE F AMBIANT NGS OR OTHER NORMAL TO THE PLANE OF NIFORM BUILDING CODES AND CTION OF 3/8" AT THE CENTER 'ONNECTS TO THE D, COMPLETE - 'ETAL FAST- - . DOORS HAt.1'GLASS - (EXTERIOR) -BOOR- sftA: •- -€iE -MAE i. ; . DIMENSIONS: 3 x. " 11 E MINIMUM METAL THICKNESS 5 OL PILE WEATHER STRIP SHALL BE BOTTOM ANDBOTHSIDESOF ALLSWINGING DOORS. 11 GLAZING EXTERIOR FIXED WINDOW AND DOOR GLASS SHALL BE SET IN BLACK EXTRUDED NONSTRETCH RESILIENT VINYL OR NEOPRENE WHICH SHALL BE HELD BY MEANS OF METAL RETAINER INSTALLED ON THE INSIDE. PUTTY SHALL NOT BE USED. GLASS SHALL BE 1/4" THICK TEMPERED PLATE GLASS, DOUBLE GLAZED, 1/4" AIR SPACE, MAX. U =0.59 (WINTER). TUBULAR METAL WINDOW AND DOOR FRAMES_ ALL STRUCTURAL METAL INCLUDING FRAMES FOR WINDOWS CHALL. HAVE A MINIMUM THICKNESS OF .093" AND SHALL BE: ALUMINUM EXTRUSION, ALLOY 6063 T5, FINISH - BRONZE (OR OWNER'S CHOICE)' DOORS WOOD - (INTERIOR) � SHALL BE FLUSH, HOLLOW CORE, ONE AND I,HREE QUARTER (1 -3/4 ") PHILLIPINE MA)KOGANY, BIRCH, OR BEECH UNLESS OTHERWISE NOTE()., ti a DOOR HARDWARE LOCKS: ALL EXTERIOR DOORS SHALL HOVE A DEAD BOLT TYPE LOCK ON INSIDE, AND A KEY OPERATED LOCKING DEVICE ON THE OUTSIDE. ALL RESTROOM DOORS TO HAVE A PRIVACY TYPE LOCKSET, ALL INTERIOR DOORS TO HAVE LATCHSETS. ALL LOCKS /LATCHSETS "TO BE MANUFACTURERED BY.SCHLAGE. DOOR CLOSERS: INWOW=ANIC6RESTROOMS - NORTON #1602 STEEL, STANDARD MOUNTING REGULAR ARM, EXTERIOR DOOR (ENTRANCE DOOR) - CONCEALED JACKSON EXIT DEVICE. HINGES: EXTERIOR DOOR - 1f PAIR 3f" x 3}" STANLEY T -242P OR McK I NNEY T- 714 -}PC. INTERIOR DOOR(S) -- ONE PAIR OF ABOVE (FOR EACH) NASAL CEILING ],LING PANELS ARE TO BE ARMSTRONG CORK COMPANY MINABOARD P ` • PATTERN: CORTEGA ; COLOR: WHITE. LAY-IN UNITS AT I ON SS -S 118A (GSA -FSS) , TYPE III, CLASS 25 INC INC. ,LABEL. SUSPENSION SYSTEM SHALL B "A' GRID SY ��� - INATED TO MATCH Y -IN PANELS. INSTALLATION TEMPERATURE AN SHALL CLOSELY AP ING IS OCCUPIED. A MENT OF ROLLING SCAFF FINISHING CLEAN SOILED OR DISCOLORED Si ERLY INSTALLED UNITS. GYPSUM DRYWALL MATERIALS ALL INTERIO FIVE -EIGH SHALL APPR ITEONS SHALL BE WITHIN It )R CONDITIONS WHI WOM- CLEANED A INGS UNLESS OTHERWISE NOTE GYPSUM WALLBOARD, THE WALLBOA BY WALLBOARD MANUFACTURER. GYPSU LL BE FIVE (5) PENNY GALVANIZED WITH 13 RANCES; AND EN THE BUILD- FOR. FREE MOVE- INSTALL GRID ACCORDING TO ALIGNMENT TO ACCEPT THE CE 1 L AG NECESSARY TO INSURE BEST POSSIBLE APPEARANCE. IN A SQUARE AND PROPER REPLACE DAMAGED OR IMPROP -- E GYPSUM PLASTERBOARD ACCURATELY AND APPLY IN THE L- SUPPORT ALL ENDS ON FRAMING MEMBERS AND STAGGER ALL VERTI OPPOSITE SIDES OF PARTITIONS SHALL NOT FALL ON THE SAME STUD. INTS TOGETHER LOOSELY. RED WITH "MENT U,L. VINYL ASBESTOS TILE (KIC.N5K MATERIALS V.A.T. FLOOR TO BE SELECTED FROM ARMSTRONG'S IMPERIAL MODERN SERIES, 3/32" GAUGE, 12 x 12 INCH SIZE, OR APPROVED, VINYL TOPSET COVE BASE TO BE SIMILAR TO ARMSTRONG, OR APPROVED, 4 INCHES HIGH, COLOR TO BE SELECTED BY OWNER. PRE- FORMED INTERIOR AND EXTERIOR CORNERS ARE REQUIRED. INSTALL WITH CUT-BACK ASPHALT ADHESIVE OF TYPE RECOMMENDED BY TILE MANUFACTURER. INSTALLATION CONCRETE TO BE tIADE FREE OF STRUCTURAL AND FINISH IMPERFECTIONS BY OTHER TRADES BEFORE FLOOR COVERING WORK PROCEEDS. LAYING FLOOR COVERING OVER IMPRO- PERLY FINISHED CONCRETE CONSTITUTES ACCEPTANCE OF SURFACE BY FLOOR COVERING CONTRACTOR. PREPARE THE SUBSTRATE ACCORDING TO THE MATERIAL MANUFACTURER'S INSTALLATION INSTRUCTIONS, IMPERFECTIONS IN FINISHED WORK ARE TO BE REPLACED OR REPAIRED BY FLOOR COVERING INSTALLER WITHOUT ADDITIONAL COST TO OWNER. FINISHING AFTER FLOOR COVERING AND BASE HAVE SET SUFFICIENTLY, WASH WITH NEUTRAL CLEANER. INCLUDE REMOVAL OF ADHESIVE FROM BASE AND ADJACENT SURFACES AND DIRT FROM ADJACENT SURFACES WHERE CAUSED BY THIS WORK. LEAVE SURFACES CLEAN AND SMOOTH, FREE FROM WAVES, BUCKLES, CRACKS, PROJECTING EDGES AND OTHER DEFECTS. • r'Loale -I'v 66. V. ArT fit✓ F. E . (3 %( G., 6.) 3 � • will.' - M� - t 6I EY ii - L w/ -1 l I t�l 5U �..,c. o r4 (by . �..) - CUU khre . -r67 . WAD L, IN -I/AlG (GwL -' E'`(' -J -r' 7 51` OWI�6-r (BY • G. - t I Lt NI� H t H -T ; E-TA L v r/ IQ- I cD !kJ 5L .1 I - ,dw. G . L�I r w�I-� . ICY .�..� • t. BU LDING PERMIT #8920375 fitt. SED CITY 'RAMA APPROVED JANE , 1993 A is . s'41 , a:3:... .. PREPARED BY C.J. Mason OCTOBER 1989 II l • I l I 'I 1 r l I 11EI i . i ;IIfq r' rIr ii I 1 RI I I I{tr.it 4 5 8 7 8 14614: w If the :i.c:ro:f loved dacusaent is less dear thaxs thi notice, it is due to the quality of the 'Original document. #7a ' ez zz tz oz 6t et Lt 91 SI l Et Et U � 8 1111!411 i!111111i11.i ±1IIb 1111111111111111111111!1111(t�, �11u11111 11111d11111111111 11111(110 i�� 1,11.iii1110,11►illi • 11,!i:, I I IHiIItil1,111111111 • x '<! } < ' ° •'' l f k _ .• . j r r' f fib � t::: II'1 11 ;III111111I {1IIII11111.11111111 11 11 1111 9 10 11 U °ERMNY 12 s +, c z t WWp 1111111111111 fill1111111111111111111111111 GENERAL SPEC f F IC/ T I ONS I34 ?S IH jE..0 .a4,H AV , 1 u c,„)' „.4., �(- II`- &i off OATt: 1- 15 .g2_ APPROVED: ORA'Wy: LJT CE,H1Ela �... A ROBERT H. ASSOCIATtS ARCHITECTURE PLANN1qG ENQIt4EER(MG ! 11120 10 h AYE, Of SI= 207 • . S1 ' QfA ti BC00 • (too sT�F1fu1t S UTHER Aleal .. �,�IES.,�. e4 1,3 f11 .�� .:f,:' ?w t:... s;, "•.'.S.x,� ...exsr .,rr. i C: tG '� WE INSTAL WILL BE PL TO PREVENT FU COMPOUNDED WITH A REQUIREMENT. AFTER TANKS ARE DELIVERED FOR PERFORMING THE 35,0 ' <. TEST MUST BE WITNEV-_ BACKFILL ED AND TAMPED - ND COMPACTION IS OREWARNED OF THIS RER OR SUPPLIER IS RESPONSIBLE ANY HOLIDAYS DISCOVERED. EARTHWORK GENERAL PIPING SPECIFICATIONS GALVANIZED PIPE AND FITTING SPECIFICATION IS THOROUGHLY COMPACTED. .= HUED, COMPLETE THE EB .A4` `�AYERS. EACH s ' EEC F NKS ON THE IRE TESTING SHALL D FOR PRESSURES RANGING F': A PRESSURE RELIEF SYSTEM SET NT OPENING OF ALL TANKS PRIOR TO PRESSU TEFL AND COMPOSITE UNDERGROUND STORAGE TANK INS':-LATIONS . I AND DOUBLE WALL TANKS tit THERWISE: SSPECIFI D, TANKS SHALL BE INSTALLED THREE (3) I 'n GRADE. TANKS SHALL BE SET ON A FIRM BASE OF 12" fED ON ALL SIDES BY A MINIMUM THICKNESS OF GENERAL GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL FILL, COMPACTION, AND ROUGH GRADING WITHIN 7" OF FINISHED YARD GRADES, PLUS OR MINUS } ". EXCAVATING AND TRENCHING FOR UNDERGROUND STORAGE TANKS; UNDERGROUND PIPEWORK, PLUMBING AND ELECTRICAL; FOUNDATIONS AND SLABS; TCGETHR WITH BACKFILLING, COMPACTING, AND DISPOSAL OF EXCESS EARTH ARE ALSO T+-tE RrSPONSIBILITY OF THE CONTRACTOR. DER PRESSURE SHOULD NOT BE LEFT UNATTENDED. IF TANK(S) WILL N SURE, TANK MANUFACTURER MUST BE NOTIFIED TO PROVIDE REPLACEMENT TANK. ESTING PROCEDURE MAY VARY WITH LOCAL ORDINANCES. DATED: OCTOBER 13, 1992 DOCUMENT NO.: 0467 - 002 -T03 APPLY TWO (2) LAYERS OF 1 -INCH WIDE CORROSION PROTECTION TAPE (POLYKEN 940 OR SCOTCHWRAP C ,0). EACH LAYER SHALL BE SPIRAL WRAPPED WITH A I< --INCH OVERLAP. AT CONNECTIONS BETWEEN GALVANIZED AND FIBERGLASS PIPE, TAPE SHALL EXTEND 2- INCHES ONTO FIBERGLASS PIPE. TAPE SHALL BE CARRIED UP TO THE BASE OF THE IMPACT VALVE AT DISPENSERS AND UP TO THE 2- INCH GALVANIZED COUPLING AT VENT LINES. THREADS SHALL BE CLEAN, FULL LENGTH, COATED WITH PETROLEUM RESISTANT THREAD LUBRICANT (PERM.ATEX #2 OR EQUAL), THEN TIGHTENED TO REFUSAL. MOTE: STEEL PIPE AND FITTINGS WILL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON DETAIL SHEETS. ALL OTHER PETROLEUM PIPING AND FITTINGS SHALL BE AMERON OR RED THREAD II WITH UNDERWRITERS LABEL. TO INSTALLATION OF FILL REFER TO GEOTECCAL ECG REPORT NATIVE SOIL CONTAINING GRASS OR ROOTS OR OTHER MATERIAL WHICH IS UNSUITABLE FOR UNIFORM OR PERMANENT COMPACTION SHALL BE REMOVED FROM THE SITE. ALL MATERIALS IMPORTED AS FILL SHALL CONFORM TO THE FOLLOWING SPECIFICATION: IT SHALL BE SO GRADED THAT NO LUMPS OR ROCKS SHALL BE GREATER THAN 4" ALONG THEIR LONG FACE, IT SHALL HAVE A SAND EQUIVALENT OF NOT LESS THAN 18 AS DETER- MINED BY PRESCRIBED TESTS, AND SHALL BE SO PLACED THAT A RELATIVE DENSITY OF NO LESS THAN 95% COMPACTION IS MAINTAINED UNIFORMLY THROUGHOUT THE AREA, AND SHALL BE IN PLACE WITH MOISTURE CONTENT OF PLUS OR MINUS 3% OPTIMUM. NO MATERIAL WITH AN "R" VALUE OF LESS THAN 25 WILL BE PERMITTED AS BORROW MATERIAL. REFER TO GEOTECHNICAL RORT AR PREPARED F 1 BERGLASS TANK I NS TALLAT ION BY: GEO ENGINEERS REFER TO SPECIFICATIONS ON SHEET 61 . MATERIAL CONTRACTOR SHALL NOT DEVIATE FROM MATERIALS OR PRODUCTS SPECIFIED UNLESS THROUGH MUTUAL AGREEMENT WITH OWNERS REPRESENTATIVE. SUBSTITUTE MATERIALS SHALL BE DESCRIBED, SPECIFYING ANY DIFFERENCE IN COST. ONLY NEW MATERIALS SHALL BE USED. TANK FILL ASSEMBLY THE CONTRACTOR SHALL ATTACH TO THE TAG LUG IN EACH TANK FILL BOX A METAL COMMOD- ITY TAG (BRAND NAME OF PETROLEUM PRODUCT CONTAINED) AND A METAL CAPACITY TAG. PIPING PIPEWORK OVER TANKS OR UNDER BUILDING FLOORS SHALL BE AVOIDED. PIPE UNDER CONCRETE SLABS SHALL BE LIMITED TO THE MINIMUM REOUIRED TO REACH DISPENSERS. STREET ELLS AND THREAD NIPPLES SHALL NOT BE BUSED. PIPELINES SHALL BE PLACED IN STRAIGHT RUNS, USING PIPE FITTINGS AS REQUIRED. PIPELINES SHALL BE BURIED 18" BELOW FINISHED YARD GRADE. STEEL PIPELINES SHALL BE BURIED SEPARATE FROM COPPER PIPELINES. HORIZONTAL VENT LINES SHALL BE GRADED UNIFORMLY UPWARD FROM TANKS AT PER LINEAR FOOT MINIMUM, WITHOUT TRAPS, THUS PERMITTING LIQUID TO DRAIN INTO TANKS. VERTICAL LINES PLACED AGAINST EXTERIOR WALL OF BUILDING SHALL BE SPACED AS SHOWN AND SECURELY ATTACHED TO WALL. VERTICAL LINES AT BUILDING SHALL TERMINATE i' -6" ABOVE PARAPET OR EAVE WITHOUT VENT CAP OR OTHER FITTING. VERTICAL LINES LOCATED IN YARD SHALL BE SUPPORTED PER DETAILS AND SHALL TERMINATE AT 12' -0" MIN. ABOVE F I N I S H E D YARD GRADE. SPECIAL CARE SHALL BE TAKEN TO PREVENT THE INTERMIXING OF STONES, DIRT CLODS, OR OTHER DEBRIS WITH THE,CLEAN BACKFILL SAND AROUND THE. PIPE, WRAPPED SWING JOINTS AND /OR FLEXIBLE CONNECTORS. PIPE ALL PIPING SHALL BE MINIMUM SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE PER ASTM A 53 SPECIFICATION. GALVANIZED PIPE SHALL BE HOT - DIPPED, 7.INC- COATED IN ACCORDANCE WITH SPECIFICATION ASTM A 120. FITTINGS ALL SCREWED FITTINGS SHALL BE GALVANIZED 300LB. MALLEABLE IRON PER SPECIFICATION ASTM A 197 AND DIMENSIONAL STANDARD ASA B 16 -20. CONTRACTOR SHALL TIGHTLY WRAP ALL UNDERGROUND GALVANIZED PRODUCT PIPING INCLUDING EXPOSED THREADS, UNIONS, AND FLEXCONNECTIONS AND /OR SWING JOINTS ON DISPENSERS, TURBINE PUMPS, RISERS, AND VENT LINES. VACOMMarampowelnINONIIMplimmillailiftler TESTING FIBERGLASS REINFORCED EPDXY PIPING SYSTEM MATERIALS ALL PIPING AND FITTINGS SHALL BE AMERON OR A. 0. SMITH (RED UNDERWRITERS LABEL. RED THREAD PIPING AND FITTINGS ARE NOT AMERON. DO NOT MIX MANUFACTURERS. IT IS SUGGESTED THE CONTRACTOR BE FAMILIAR WITH THE CURRENT II INSTALLATION MANUALS, AND OTHER MANUFACTURERS BULLETINS TAINING TO FIBERGLASS REINFORCED PIPE. THREAD II) PIPE WITH INTERCHANGEABLE WITH CIBA AND RED THREAD AND LITERATURE PER- CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURERS RECOMMENCED PROCEDURES FOR INSTALLATION. INSTALLATION _ PROCEDURE REFER TO CIBA AND RED THREAD II INSTALLATION SPECIFICATIONS. NO DEVIATION FROM THESE SPECIFICATIONS IS ALLOWED WITHOUT APPROVAL OF PROJECT ENGINEER. CAUTION: BY REFERRING TO UNDERGROUND MECHANICAL DRAWING, CONTRACTOR SHALL PERMIT NO STAKES TO BE DRIVEN IN THE VICINITY OF ANY FIBERGLASS UNDERGROUND PIPING INSTALLATION. HANDLING AND STORAGE RED THREAD II _ PIPE IS PACKAGED IN COMPACT BUNDLES OF SIX OR EIGHT 30 -FOOT LENGTHS. CIBA PIPE IS PACKAGED IN BUNDLES OF FIVE 20 -FOOT LENGTHS. BOTH ARE EASILY CUT USING AN ORDINARY HACKSAW WITH FINE -TOOTH BLADE. THE CUT SHOULD BE SQUARE. BUNDLES OF FIBERGLASS PIPE CAN BE SAFELY STORED ON LEVEL GROUND OR ON RACKS WITH 10 -FOOT (OR LESS) SUPPORT SPACING. REASONABLE CARE SHOULD BE USED IN HANDLING FIBERGLASS PIPE. IT SHOULD NOT BE DROPPED OR THROWN ON THE GROUND, OR SHOULD STONES OR OTHER HEAVY OBJECTS BE DROPPED ON IT. TAPERING PIPE WH EN _FIBEBERGLASS PIPE IS CUT TO LENGTH ON THE JOB SITE, THE CUT END MUST BE RETAPERED. THE PATENTED FIELD TAPERING TOOL IS USED FOR THIS PURPOSE. ADAPTABLE TO TWO, THREE, AND FOUR INCH PIPE, THE TOOL QUICKLY REAPPLIES THE PROPER TAPER BY A SHAVING OPERA- TION SIMILAR TO THAT OF A PENCIL SHARPENER. A STRAP WRENCH CAN BE USED WITH THE TOOL FOR HOLDING THE PIPE WHILE TAPERING. A VISE MAY ALSO BE USED FOR HOLDING. THE PIPE SHOULD BE FIRST WRAPPED WITH A PROTECTIVE MATERIAL TO AVOID GOUGING. FOR PROPER TAPERING, CAREFULLY FOLLOW THE OPERATING INSTRUCTIONS INCLUDED IN THE KIT. POWER PIPE - THREADING MACHINES MAY BE USED IN THE TAPERING OPERATION FOR FIBERGLASS PIPE. FOLLOWING IS A GENERAL PROCEDURE FOR DOING THIS: WRAP A PROTECTIVE MATERIAL; SUCH AS EMERY CLOTH, RUBBER, OR HEAVY CLOTH (CANVAS, ETC.,); AROUND THE PIPE WHERE THE STEEL VISE JAWS WILL ENGAGE. 2. POSITION THE PIPE SO THAT 14- INCHES OF PIPE EXTEND FROM THE VISE JAWS THEN TIGHTEN THE JAWS UNTIL SNUG. 3. INSERT THE TAPERING TOOL MANDREL INTO THE PIPE. 4. WHEN TAPERING THE PIPE, OPERATE THE POWERED PIPE - THREADING MACHINE IN THE "REVERSE" DIRECTION ONLY. 5. AT THE START, TAKE A LIGHT CUT, THEN GRADUALLY INCREASE THE FEED RATE. 6. A TAPER LENGTH OF 11" MINIMUM IS NECESSARY. FLEXIBLE CONNECTORS ALL UNDERGROUND FLEXIBLE CONNECTORS IN CONTACT WITH SOIL (WITH THE EXCEPTION OF VENT LINE CONNECTIONS) ARE TO BE TIGHTLY ENVELOPED IN A ISOLATION JACKET OR BE SUPPLIED WITH SACRAFICIAL ANODES. PETROLEUM PRODUCTS FOR TESTING EQUIPMENT 24 HOURS BEFORE CONTRACTOR REQUIRES DELIVERY OF PETROLEUM PRODUCTS FOR TESTING EOUIPMENT OR FOR BALLASTING TANKS, HE SHALL REQUEST THE OWNER'S REPRESENTATIVE TO ARRANGE FOR IT IMMEDIATELY AFTER DELIVERY, THE CONTRACTOR AND OWNER'S REPRE- SENTATIVE SHALL TOGETHER ACCURATELY GAUGE THE PETROLEUM PRODUCT WITH A GAUGE STICK AND MAKE A RECORD ON THE GASOLINE "PURCHASE AND SALE ROUTE SHEET ", FORM /13 -6H52. UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION WORK BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL REPEAT THE AFORE DESCRIBED GAUGING PROCE- DURE AND RECORD FOR COMPARISION WITH THE FIRST GAUGES. TESTING PRODUCT .PIPE SYSTEMS OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF TEST. PIPE SHALL BE AIR TESTED BEFORE, DURING AND AFTER BACKFILLING. A SOAP SOLUTION SHALL BE , APPLIED TO ALL FITTINGS DURING TEST BEFORE BACKFILLING, CONTRACTOR SHALL COMPLETE' TESTS AT THE TIME DESIGNATED. EACH PIPE SYSTEM, PRODUCT PIPING, VAPOR RETURN PIPING AND VENT PIPING, SHALL PRESSURIZED TO 75 P.S.I. AND MAINTAINED AT THAT PRESSURE FOR 15 MINUTES BEFORE BACKFILLING, DURING BACKFILLING, AND REMAIN PRES- SURIZED UNTIL'ALL CONSTRUCTION IS COMPLETED. 'F NO PERCEPTIBLE CHANGE IN PRESSURE HAS OCCURED AT THE END OF THE TEST PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY ACCEPTABLE. PERCEPTIBLE WATER IN TANKS AND CONTAINMENT AREAS SHALL BE REMOVED BY THE CONTRACTOR. IF DOUBLE WALL PIPE IS USED THE SECONDARY PIPE IS TO BE PRESSURE TESTED AT 5 P.S.I. FOR 15 MINUTES, BEFORE BACKFILLING, AND 15 MINUTES AFTER BACKFILLING. GASOLINE DISPENSERS (DIESEL ALSO) AS SPECIFIED ON GENERAL ARRANGEMENT DRAWING, CONTRACTOR SHALL SECURELY LEVEL AND ANCHOR EACH DISPENSER TO CONCRETE ISLAND. CORE HOLES SHALL BE FILLED WITH CLEAN SAND TO 2 INCHES BELOW THE IMPACT VALVE ACTUATOR LEVER AFTER DISPENSERS ARE INSTALLED. PADLOCK ALL DISPENSER NOZZLES AND ALLOW DISPENSER SHIPPING CARTON OR , CRATING TO REMAIN OVER DISPENSERS rOR PROTECTION AFTER INSTALLATION. A DISPENSER TESTS DISPENSER METERS SHALL BE ADJUSTED AS NEAR AS POSSIBLE TO ZERO ERROR. ADVISE OWNER'S REPRESENTATIVE OF ANY METER THAT CANNOT BE HELD TO PLUS -OR -MINUS 31 CUBIC INCHES OF TOLERANCE IN A 5- GALLON MEASURE, FOR REPAIR UNDER MANUFACTURER'S WARRANTY. IESTS WILL BE MADE ACCORDING TO METHODS PRESCRIBED BY DEPARTMENT OF WEIGHTS AND MEASURES. COST OF PUMP OPERATING LICENSE SHALL BE PAID FOR BY OTHERS. CONTAINMENT SUMPS ALL CONTAINMENT SUMPS ARE TO BE GIVEN A STATIC WATER TEST PRIOR TO SERVICE. TANKS SUBSEQUENT TO COMPLETION OF THE TANK INSTALLATION AND PRIOR TO EOPENING THE STATION, A PRECISION TANK AND PIPING SYSTEM LEAK TEST MAY BE PE FORMED AT THE DIS- CRETION OF THE RESPONSIBLE PROJECT ENGINEER. CONTRACTOR TO INC.UDE THE COST FOR INC ' TS IN THE CONTRACT BIDS, IF REQUIRED BY LOCAL AGENCIES. O. a:i =6lc. ci ::i :i: _' VN, CONCRETE MIX FOR WORK ON CONCRETE FOR APPROACHES, CONFORM TO GOVERNING REGU SPECIFIED ABOVE SHALL BE SERVICE FACILITIES GENERAL CONTRACTOR WILL PROVIDE U.G. SERVICE AND WILL PROVIDE ALL NECESSARY CONDUIT AND W 1.D. SIGN, DISPENSERS, REMOTE CONTROL UNITS, ELECTRICAL FIXTURES WITHIN BUILDING (I.E., L AND LIGHT SWITCHES). CONCRETE WORK . REFER TO GEOTECHNICAL ENGI EER fG RAT CONCRETE MIX C MIXED ON JOB SITE SHALL BE MACHINE MIXED IN THE FOLLOWING AND COMPACTED PROPORTIONS TO PRODUCE A 28 DAY COMPRESSIVE STRENGTH 1 PART PORTLAND CEMENT (6 SACKS PER CU. YD. MINIMUM) 21 PARTS CONCRETE SAND 31 PARTS 1" MAXIMUM CRUSHED ROCK OR GRAVEL (UNLESS OTHERWISE NOTED ON STRUCTURAL SPECIFICATIONS) WATER CONTENT SHALL NOT EXCEED 64 GALLONS FOR EACH SACK OF CEMENT. CONDUITS CONDUIT MATERIAL SHALL CONFORM TO THE FOLLOWING SCHEDULE: DRY MEASURED OF 2,6.0 PS I ; FORMING FORMS ABOVE GRADE SHALL BE 2" THICK LUMBER, CLEAN AND FREE FROM LOOSE KNOTS. THEY SHALL BE SECURELY NAILED AND BRACED. TOLERANCE OF 4" PLUS OR MINUS SHALL BE PERMITTED IN THE LOCATION OF THE FORMS. EXPANSION JOINTS SHALL BE INSTALLED AS SHOWN ON THE PLANS. DEPTH OF FORMS TO BE FULL DEPTH OF CONCRETE BEING POURED. REINFORCING DRIVE SLABS SHALL BE REINFORCED WITH #3 BARS @ 12" O.C. EACH WAY. TANK HOLD DOWN SLABS SHALL BE REINFORCED WITH #4 BARS @ 12" O.C. EACH WAY. (UNLESS OTHERWISE NOTED ON THE PLANS). SEE STRUCTURAL DRAWINGS FOR OTHER REINFORCING REQUIREMENTS. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A (STS , CRADE 4o oR Coo. PLACING CONCRETE CANOPY FOUNDATIONS, PUMP ISLANDS, AND ALL SLABS SHALL BE CONSTRUCTED ACCORDING TO DETAILS AND THICKNESSES SHOWN ON THE PLANS. IF FILL GROUND IS ENCOUNTERED OR THE SOIL IS UNABLE TO WITHSTAND THE LOAD, CONTRACTOR SHALL EXCAVATE SUFFICIENTLY TO REST THE FOUNDATIONS ON FIRM UNDISTURBED SOIL OR SHALL CONSULT OWNER'S REPRESENTA- TIVE CONCERNING A SUITABLE ALTERNATE. STRUCTURAL FOOTINGS SHALL EXTEND A MINIMUM OF ie INCHES BELOW NATURAL GROUND OR BELOW FROST LINE. ALL FORMS AND EARTH SHALL BE MOISTENED AND WET DOWN BEFORE POURING CONCRETE. CONCRETE SHALL BE POURED MONOLITHIC IN THE INDIVIDUALLY FORMED AREAS. FORMS SHALL BE COMPLETELY FILLED AND SCREEDF.D TO GRADE SPECIFIED PLUS OR MINUS 4 ". TAMPING, RODDING, OR VIBRATING IS RECOMMENDED TO INSURE MAXIMUM DENSITY. PUBLIC PROPERTY SIDEWALKS, OR OTHER WORK UPON PUBLIC PROPERTY, SHALL LATIONS. IN THE ABSENCE OF SUCH REGULATIONS, THE MIX USED. FINISHING SURFACES OF CONCRETE STOOP AT FRONT DOOR OF BUILDING SHALL BE HARD SMOOTH STEEL TROWEL FINISH AND GIVEN A FINE NON -SKID TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. SURFACES OF CONCRETE FLOORS, PUMP ISLANDS AND ALL SLABS INCLUDING DRIVE SLABS, SHALL BE WOOD FLOATED, THEN STEEL TROWELED. THE SURFACE SHALL THEN BE GIVEN A MEDIUM NON -SKID TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. CURING A.C, HORN CLEAR SEAL (OR EQUAL) CURING AND HARDNER SHALL BE FLOOD COATED UNI- FORMLY OVER ALL CONCRETE FLOORS, ISLANDS AND ISLAND DRIVE SLABS IMMEDIATELY AFTER INITIAL SET. APPLICATION BY HUDSON SPRAYER IS RECOMMENDED. ELECTRICAL (2.coAM �3 rtiAsE) GENERAL THE OWNER WILL MAKE APPLICATION FOR PERMANENT ELECTRIC SERVICE. CONTRACTOR SHALL SUPPLY AND PAY FOR ANY TEMPORARY POWER SERVICE DESIRED DURING CONSTRUCTION. TO METER ON REAR WALL OF B U I L D I N G , IRING FROM METER TO PANEL BOARD, PUMPS, CANOPY LIGHTS, AREA LIGHTS, AND ALL IGHT FIXTURES, CONVENIENCE OUTLETS, TELEPHONE INSTALL TELEPHONE CONDUIT UNDERGROUND, WHEN SO INDICATED ON DRAWINGS AND IN LOCATION SHOWN. 1. BELOW GROUND - CONDUIT SHALL BE PVC SCHEDULE 40 NOT LESS THAN 3/4" I.D. AND LAID A MINIMUM OF 24" BELOW GRADE. ALL TRANSITION CONDUIT RISERS SHALL BE WRAPPED GALVANIZED CONDUIT TO A MINIMUM DEPTH OF 24" BELOW GRADE. 2. ABOVE GROUND AND OUTSIDE THE BUILDING - CONDUIT SHALL BE HOT-- DIPPED GALVAN- IZED RIGID STEEL CONDUIT CONFORMING TO ANSI STANDARD 80.1.. 3. INSIDE THE BUILDING CONDUIT NOT CONCEALED SHALL BE HOT- DIPPED GALVANIZED EMT CONFORMING TO ANSI STANDARD C80.3. FLEXIBLE CONDUIT MAY BE USED FOR ATTACHING LIGHTING FIXTURES IN CONCEALED LOCATIONS. FITTINGS SHALL BE CONSISTENT AND COMPATIBLE WITH RELATED RACEWAY MATERIAL. EMT CONNECTORS SHALL BE PRESSURE -GLAND TYPE. JAMB NUTS, WASHERS, AND GASKETS SHALL BE USED ON BOTH SIDES OF ROOF SHEETS WHEREVER CONDUIT PROJECTS THROUGH. PUBLIC UTILITY ELECTRICAL SERVICE SHALL EXTEND FROM PANEL BOARD TO POWER POLE AND TO..A POINT ON POLE AS SPECIFIED BY PUBLIC UTILITY COMPANY. OWNER WILL PAY ANY EXCESS CABLE CHARGE. THE CONDUIT SYSTEM AND ALL CONDUCTING WIRE ENCLOSURES SHALL BE SECURELY BONDED TOGETHER. WIRES AND CABLES WIRING INSIDE OF BUILDING AND ABOVE GROUND SHALL BE TYPE THHN, WIRING IN CONDUIT UNDERGROUND OR IN DAMP LOCATIONS SHALL BE TYPE THHN. THE MINIMUM SIZE CONDUCTOR SHALL BE NO 12 GAUGE AND MAY BE STRANDED OR SOLID; NO 6 GAUGE AND LARGER SHALL BE STRANDED. ALL WIRING IN CONTINUOUS FLUORESCENT FIXTURES SHALL BE TYPE "AVA ". ALL CONDUCTORS SHALL BE COPPER. RACEWAYS SHALL BE COMPLETE AND PERMANENTLY IN PLACE BEFORE INSTALLATION OF CON- DUCTORS. CONDUCTORS SHALL BE CLEAN WHEN INSTALLED. ALL CONDUCTORS SHALL BE CON - TINUOUS AND WITHOUT SPLICES BETWEEN JUNCTION BOXES. WHERE SPLICES ARE MADE, THE INSULATION COLOR OF EACH ELECTRICAL CIRCUIT SHALL BE CONTINUOUS THROUGH ITS LENGTH. CONDULETS GALVANIZED,THREADED CONDULETS OF THE "TWO - SCREW" COVER AND GASKET TYPE SHALL BE USED AT CONDUIT JUNCTIONS ABOVE GROUND, NOT EXPOSED TO WEATHER. GASKETS SHALL BE VELLUMOID. CONDUITS FOR FLOODLIGHT POLES AND CANOPY COLUMNS SHALL BE CROUSE- HINDS FSSA -2 OR EQUAL. ROOF LEAKAGE CONTRACTOR IS RESPONSIBLE TO APPLY BUTYL MASTIC ON ALL SCREWS THROUGH BUIiLD- ING OR CANOPY ROOF SHEETS TO PREVENT LEAKAGE. ALSO, HE IS TO PROPERLY SEAL OR \ SOLDER ALL CONDUITS EXTENDING THROUGH ROOF. zci GROUNDING THE GROUNDING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 1989 EDITION OF THE NATIONAL ELECTRICAL CODE. ALL MOTORS, STARTING EQUIPMENT, AND CONDUIT SYSTEMS SHALL DE GROUNDED. THE WATER SUPPLY LINES AND STEEL BUILDING SHALL BE MADE A PART OF THE GROUNDING ELECTRODE. THE GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED ACCORDING TO THE NATIONAL ELECTRICAL CODE (1989), BUT SHALL NOT BE SMALLER THAN #6 AWG COPPER. PLUMBING WATER _SERVICE THE GENERAL SHALL INSTALL THE WATER METER AND ALL PIPING SHOWN ON SHEET A 'L. WATER USED BY CONTRACTOR DURING CONSTRUCTION IF SUPPLIED THROUGH THIS FACILITY, SHALL BE PAID FOR BY OWNER. MINIMUM DEPTH OF PIPING PIPING SHALL BE LAID AT LEAST 12 INCHES BELOW FINISHED YARD OR FLOOR GRADE. IN LOCATIONS WHERE FREEZING OCCURS, THE DEPTH SHALL BE AS SPECIFIED BY LOCAL PLUMB- ING ORDINANCES. BACKFILL MATERIAL TO BE CLEAN SAND. PIPE AND FITTINGS WATER, AND AIR PIPING SHALL BE TYPE ;'L" HARD DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER FITTINGS AND INSTALLED USING 95 -5 SOLDER. TUBING SHALL BE BENT USING A MANDREL AND TO A MINIMUM RADIUS OF 12 INCHES. USING 90 DEGREE DROP EAR ELBOWS OR TEES AT ALL WALL AND FIXTURE OUTLETS AND ATTACH TO WALL PANELS. CONTRACTOR SHALL PROVIDE SUPPORTS WHERE NEEDED. WHERE COPPER CONNECTS TO STEEL USE DIELECTRIC CONNECTORS. DRAIN LINES AND SANITARY SEWER LINES UNDER BUILDING AND WITHIN FIVE FEET OF CONCRETE SLABS SHALL BE SERVICE WEIGHT- COATED CAST IRON. ALL OTHER DRAIN LINES AND SANITARY SEWERS MAY BE CONCRETE OR CLAY IF PERMITTED BY GOVERNING AUTHORI- TIES. ALL PIPE, TUBING, VALVES, AND FITTINGS SHALL BE NEW. VENT PIPES ALA :VENT LINES EXTENDING THROUGH A PIPE CHASE IN THE ROOF DECK SHALL TERMINATE AT THE SAME HEIGHT FROM ROOF. ALL VENT LINES NOT EXTENDING THROUGH A PIPE CHASE IN THE ROOF DECK SHALL BE FLASHED WATERTIGHT TO THE METAL ROOF DECK. PRESSURE TESTING PIPING ALL PIPING SHALL BE TESTED TO A MINIMUM OF 150 PSI WITH AIR OR WATER FOR A MINIMUM OF 15 MINUTES. IF THE INITIAL PRESSURE DOES NOT CHANGE DURING THIS TEST, THE PIPE SYSTEM SHALL BE INITIALLY ACCEPTED. OWNER'S REPRESENTATIVE SHALL BE ADVISED BY CON- TRACTOR AT LEAST 24 HOURS IN ADVANCE OF THE TEST. IF OWNER'S REPRESENTATIVE CANNOT BE PRESENT, CONTRACTOR SHALL PRECEED TO COMPLETE THE TESTS IN THE MANNER DESCRIBED. CAULKING CONTRACTOR SHALL CAULK ALL AROUND REST ROOM LAVATORIES BETWEEN WALL AND FIXTURES IN A CLEAN AND NEAT WORKMANLIKE MANNER WITH WHITE COLORED CAULKING COMPOUND. PLUMBING FIXTURES CONTRACTOR SHALL FURNISH URINAL WATER CLOSET SEAT WATER COSET (H.C.) SEAT (H.C.) LAVATORY I LAVATORY (H.C.) I FAUCET (H.C.) dA LAVATORY (DROP -IN) 6? FAUCET cl4 MOP SINK Est FAUCET PLEASE REFER TO SHEET A-4 FOR REVISED EQUIPMENT RESTROOM ACCESSORIES MANUFACTURER BOBRICK OR APPROVED EQUAL. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL THE FOLLOWING RESTROOM ACCESSORIES: i - COAT HOOK /DOOR STOPS #8 -212 _I - 24 "x30" MIRROR /SHELF #8 -292 2430 __I - WASTE RECEPTACLE (RECESSED) #8 -3942 — TOILET SEAT COVER DISPENSER (RECESSED) #8 -301 A _ 1 - TOILET TISSUE DISPENSER (RECESSED) #8-388 APPROVE ci C � G i t c.� AC.G�� Ir✓S �'I .. A �II�I& I� L.1 S AL a . V L 01' r r , e I I �<�I.J D�L� I t 1 AL���h� c 13ID, r AND INSTALL FIXTURES AND MATERIAL LISTED BELOW: - AMERICAN STANDARD, #6400.014 "STALLBROOK" OR EQUAL - AMERICAN STANDARD, #2120.410 "CADET" OR EQUAL - OLSONITE 0 40 CLOSED FRONT SEAT WITH COVER OR EQUAL - AMERICAN STANDARD, #2100.408 "CADET" OR EQUAL - OLSONITE # 95 OPEN FRONT SEAT WITH COVER - AMERICAN STANDARD, #4300.042 "LEDGEWOOD" WALL -HUNG WITH FACTORY MTD. HERITAGE FAUCET OR EQUAL - AMERICAN STANDARD, #9140.013 WHEELCHAIR PATIENT'S LAY. OR EQUAL - AMERICAN STANDARD, #2238.129 "HERITAGE" LAVATORY FAUCET FOR ABOVE OR EQUAL. - AMERICAN STANDARD, #0492.207 "LEXINGTON" COUNTERTOP LAVATORY OR EQUAL - AMERICAN STANDARD, #2248.171 "HERITAGE" LAVATORY FAUCET FOR ABOVE OR EQUAL - AMERICAN STANDARD, #7695.018 "AKRON" WITH #7798.176 TRAP STANDARD OR EQUAL - AMERICAN STANDARD, #8340.242 FAUCET OR EQUAL FOR ABOVE BUILDING PERMIT #B920375 I - SOAP DISPENERS #H -112 cts - PACKAGE /PURSE SHELF #8 -287 - SANITARY NAPKIN DISPOSAL #8 -270 ¢5 - HANDCRAFT HAND DRYERS #8 -701 115V WHITE I _ - 36"x48" GRAB BARS #) ( I aF Tf. A P11 I ' D1 ED D VI ION - Existing Metro Transit Park and Ride Lot T tx2 - late' pt lvt;,i'J . me 4Tt AMPS tut v= . eJ,q. . N'r op ... ARP i VAttaAA VetNP It4 Mu t. -t . crim Tt 13Locrt: t7`(i't' r:.-ie° Recto GA- wee*. �--' 1,t10 '►P' Ott)~ TOP istaxmadatel.. —i.' r WV* — \F1Nreet Gleeata0 ' ANN. Trvice � Deciduous Frei Planting r IrP�ttJ. "tWT ( rub Pintin N .'i': . e. /OaGW/,4L ( ) 'See A57 ° fLAAfr ,1 t ? LrjA), = PLAN 'itet/te f SAItte t?k i MVt.Gie t rd OW tit or' I P.steOIV ( /`''' F leitelaqesaa - ^ Vrfetee 'l g' 4 p qtr • a! Cam: SP SC 1`Lf`I∎1'1'i( a ckrR.t.. Existiz)g Metro Transit Park and Ride Lot + • :•t_ - �i �<...ti, -. .r._L..Si . ��, r� ar.; if::....>. u; �. hs �...ar«...rc:�'.`'�.n+c . t'S�:.'/ • (-11:0AMie - rr ct pcy , 'r ei'G•G, w/ -xio : P tAJcw j ... .5 • FerJC -gyp i e - fzt -&" 3U ---'-'...„--/\\.__",---°\___ Landscape Legend Redtop Aprostis alba INTERURBAN AVE. S. Annual rye Lolitfm multiflorurn Chewittgs Fescue Festuca rubra Commutata Jamestown, Banner, Shadow or Kokst BOJANiCAL / COM,MQN A Pyrus c tyana/ Omt nt`rl Pear "Red Spire" Pseudotsuga menziesii i Douglas Fir erpL ra $Abs Prunus lusitanica / Portugese Laurel Euonymus elate 'Cornpacta' / Burning Bush White dutch clover 10% Tritolium reports • Prunus taurocerasus Otto Luyken' / Otto Luykon's Laurel Juniperus sabina ' Broadmoor'/ Broadmoor Juniper Vince minor 1 Periwinkle Rough Seeded Lawn Biofiltration Seed Mix Proportion Percent Percent t4 na .._ bit Wf gbt ?urlty _a..._._.�..a � t 10 % 40% 40 °A. OCT ' C� L teat t c'Ar 92 98 97 96 90 • A ME ( J/ R IARi�S 2" cal., 12-14' ht., 30' o.c. typ., symmetrical, snatched specimens, B &B. 7' -8' ht., full & bushy to base, symmetrical, dark green, B &B. 18 " -24" ht., full and bushy, 4' o.c. 5 gal. cont. 18 " -24" ht., full and bushy, 4' o.c., 5 gal. cont. 15 " -18" ht., full and';bushy, 2' -6" o. 3 gal. cont. 15 " -18" ht.. full & bushy, 2` -6" o.c., 3 gal. cont. 4" pots, min. (3) 12" runners, 18" o.c., typ., triangular spacing, start tom curb edge. Plant under all trees & shrubs, typ. Applyy the biofiltration seed mixture to the prepared seed bed at a rate of 120 lbs. per acre. earemaammarNausnow ammo M.... ...... WILINO 90 90 80 BUIL , PERMIT 0920375 STATE OF WAS GTON n -' rERED ifE ARCHITECT frAtAti vi tsretre n relaittriciate Me. 321 MATERIALS Landscape Specifications 1, r tton: AR plant material and finish grade:; are subject to approval of the Owner. Repair ar+d / or replace items as directed by Owner at no additional cost. 2. Protectiot+: Salve and protect all surrounc in work. Do not plant until ail other constriction operations have been completed. Do not disturb area outside Nniitts of clearing. Limits of ctoa+4ng note areas of native vegetation to remain. Prune dead lower branches on existing trees !h be saved and clear any brush piles on site. Remove all plant material not noted as being saver, relocated. 3. Repair: During the course of work, repair arty damage to curbs, paving, lighting, and structures to satisfaction of Owner, at no additional cost. 4. Preparation tar Planting (all areas except hydroseeded areas) Rototitl 6" of new topsoil into existing &zit to a n inirntlrn depth of 12- in all new planting areas. Remove aft rocke and foreign objects over 2" in diameter. In clayey soil add peat moss at the rate of 8 cu. ft. / 1OO sq. ft., and rot,;iit, until incorporated into soil. 5. Guarantee/ Maintenance: Guarantee all plant material for a period of one year from date of final acceptance of two job by Owner. Maintain ail planting areas until final acceptance of entire job. 1. Plant motorists: Plants shall be Washington Grade NO. 1, size in accordance with AAN standards, healthy, vigorous; frog from all disease, pest or injury. Do not prune or lop prior to delivery to site. B &B indicates balled and burtapped: cont. indicates container. Substitutions are strongly discouraged. 2. Topsoil: Screened sandy lorn, subject to approval by Owner. 3. Planting Backlit! (for all Plant Material): 25% existing soil, 50% new topsoil, 25% composted steer manure. Mix thoroughly. 4. Mulch: Bassett Western fertimutch or approved substitute. (Bark chips are not an approved substitute.) Mulch up to knits of clearing and and or rough grass, feathering transition between mulched, native and rough grass areas, providing a smooth and even edge condition. 5. Fertilizer: Agriform tabs; 4 per tree, 2 per shrub, 1 per groundcover £1,1.4 oz. transplanter per tree, 2 oz. per shrub. 6. Herbicide: Apply pre - emergent herbicide to all new planting areas with manufacturers recommended instructions and rate (Casoron or approved). 7. Rough Grass Seed: See Planting Schedule. Submit supplier name for approval. • t15.1<8.L.u1W3: 1. . Trees: Arrange trees on site in proposed locations for approval by Owner. Excavate pit as per detail. All trees and supports to stand vertical. Relocate trees as noted on plan. Shrubs: Excavate shrug pits to 6" below, and minimum twice the rootbail diameter. Add fertilizer prior to bachfilfng. Take care to water thoroughly and prevent root damage. Plant shrubs at spacing indicated In schedule or shown on plan, even spaced arrangements. Mulch all planting areas to a minimum um 2" compacted depth. Relocate shrubs as noted. Groundcover: Excavate pits min. 3" below and twice the rootbalt diameter (appnex. 14"). Water thoroughly and take care to insure that root crown is at proper grade after muiching. Mulch all groundcover areas to a minimum 2" compadled depth. Rough Grass: t ydroseed in accordance with standard accepted practice at the rate of 120tbs per acre. Water, Mulch, protect to provide a full, vigorous, esteblished stand of turf. Clean up ail litter, soil on walks, clippings, etc., and leave site in a spotless condition. Remove flag labels trose plant materiels. Planting Notes 1. Ail plant material in accordance with the sizes and types in the specified legends. 2. Feather the transition between the new grades and the existing grades to provide a smooth, clean, even transition. 3. Mulch all landscape areas to a minimum 2" compacted depth. 4. Provide groundcover throughout all plant beds at the specified spacing including underneath all shrubs and tree5"a.s shown on drawing. 5. Save and protect all existing plant material outside the limit of work line. 6. Refer to specifications for additional requirement. APPROVED PER PUBLIC WORKS , .Gri R DATED . < _ ' ._ It THS INCH ee Gz 9Z GZ 4 7Z ' eA ze I 11II1Il l 111111 111111(I 1illlliilJ�ljtlltll! ill Ul ..� ,f' Y .;Y... .. mss. >a wri?'` t ^.µ ,i..:...,.f.i? . ... 1 . : .ay.`• winiplif liiiiiIIl' jl it TR ■ 1111 ij! 1 ittl}i I!r 1 . .6 7 Witt: I the microfilmed document is leas clear than this notice, it is due to the quality of the .priginal document. Lz 0? 61 81 Li 91 GI +JL el Zl LL 01 6 e bfid 11i11)l! 111111111 !Illtlll11111 �I!U!!!Iljt!tllIIII!I Illl�� 11!Ilijllll,l! 111 11!Il!llllll!i! at !!1!lllll ! IIII' 9 9 e ill 11111 ill! II! ll !IIIItI1111ll CITY OF TUKWILA APPROVED JANN 5A1893 f?I III DIN RECEIVED DEC 2 4 1992 COMMUNITY f3EVEt_C p11r1 ENT 10