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Permit D97-0347 - DESIMONES SHELL STATION - TENANT IMPROVEMENT
City of Tukwila C Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 DEVELOPMENT PERMIT ii- e.,#)7103 01(9 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL.PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 004100 -0680 Address: 15060 PACIFIC HY S Suite No: Location: Category: ACOM Type: DEVPERM Zoning: RC Const Type: V-1HR Gas /Elec.: Units: 001 Setbacks: North: Water: N/A Wetlands: Contractor License OCCUPANT OWNER CONTACT PLANNER ENGINEER Construction Valuation: $ PUBLIC WORKS PERMITS: *(Water Curb Cut /Access /Sidewalk /CSS: Fire Loop: Hydrant: Flood Control Zone: Hauling : Land Altering: Landscape Irrigation: Moving Oversized Load: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: TOTAL DEVELOPMENT PERMIT FEES: $ * k*** k******* k •k * *•k* * * * *k * * * *•k * * * * *'k* * * *** Permit Center Authorized Signature: Signature:_ Print South:. Sewer opes APSSEI *151R6 Fire East: Permit No: Status: Issued: Expires: DESIMONES:SHELL STATION 15,0,60 PACIFIC: HY S, > TUKWILA WA 98168 DE FRANK SR FO" BOX "68902, •SEATTLE 1 AA98188 R °ICH COXON Time: Cut: Time: No: Private: Streams: (206) 431 -3670 D97- .0347 ISSUED 06/03/1998 08/16/1999 Occupancy: SERVICE STATION UBC: 1994 Protection N/A .0 West: .0 Phone: : 20.6. 442 - 9700 600 S DAKQTA ST`. #210,: SEATTLE WA 98108 ALEXA BERLOW Phone: 206.''.431 -3670 6300:SOUTHCENTER BL #100 TUKWILA WA 98188 KRAMER ENGINEERING /KRISTY KRAMER Phonei425: 739 -9924 6713' LAKEVIEW DR, . KIRKLAND WA 98033. CONTRACTOR A PS SERVICES INC, ' .. PO BOX 185.5,, "AUBURN WA 98071` k***•k * * * ** * * * * ( r"*'** * k*: F.*• i('************ k** k***• k**• k** * : **** ****Vc *•k•k * ** *k *k *:k Permit De;scription :.: CONSTRUCTION:•..OF NEW -.860 SF FOR EXISTING SERVICE STATION; REMODEL . :.OF EXISTING 1500 ':SF .CONVENI'ENCE.STORE AND REPLACEMENT: OF DISPENSERS AND PUMP ISLANDS , ' PUBLIC RED DRIVEWAY WIDTH ON S 152 ST FROM 40FT, TCY•35 FT MEET PW STANDARD FOR COMER CIAL DRWY::'< WIDTH. VALVUE SEWER DISTR. PERMIT IS REQ'D FOR' -'O /W SEPARATOR CONNECTION TO SAN.'SEWER. . * * * * * * *•k * * ** **4�4 ter# k*****'0,******: k************** k*********,*: k**• kk kt4 :!f?�ckk ** *•k * * *k ******* 81,222.40 Meter Permits Y N: N N Start N.. N N Start N N Y N N Private: Listed Separate) Eng. Appr: JJS Size(in): .00 End Time: Fill: End Time: Public: Public: Date:_ _ —_ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or Cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development. permit. Date: - * * *k** * * * * * *** * * * * * * * ** * * ** k** ** * *'k *'k * * * ** ***** * ** ** k * * * ** * * *'k* *•k ** ** k ** **'k* * * *•k *•k* k. 1,332.84 *********• k* ** * ** * * * * *k * * * *k *•k k' Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Signature: ACOM DEVPERM RC V -1HR 001 North: N/A City of Tukwila t. 004100 -0680 15060 PACIFIC HY S Contractor License No: SAYBRCI033L7 Permit Center Authorized Signature: DEVELOPMENT PERMIT .0 South: .0 Sewer: N/A Slopes: N WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Permit No: Status: Issued: Expires: Streams: (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 D97 -0347 ISSUED 06/03/1998 11/30/1998 Occupancy: SERVICE STATION UBC: 1994 Fire Protection: N/A East: .0 West: .0 Date: Z, ft) I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permit. Date: , =, _ 122 Print Name: -,�% OCCUPANT DESIMONES SHELL STATION 15060 PACIFIC HY S, TUKWILA WA 98168 OWNER DESIMONE FRANK SR PO BOX 68902, SEATTLE WA 98188 CONTACT RICH COXON Phone: 206 442 -9700 600 S DAKOTA ST *210, SEATTLE WA 98108 PLANNER ALEXA BERLOW Phone: 206 431 -3670 6300 SOUTHCENTER BL *100, TUKWILA WA 98188 ENGINEER KRAMER ENGINEERING /KRISTY KRAMER Phone: 425 739 -9924 6713 LAKEVIEW DR, KIRKLAND WA 98033 CONTRACTOR SAYBR CONSTRACTORS INC Phone: 206 - 439 -2144 2612 SW NEVADA ST, SEATTLE WA 98126 k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCTION OF NEW 860 SF CANOPY FOR EXISTING SERVICE STATION, REMODEL OF EXISTING 1500 SF CONVENIENCE STORE AND REPLACEMENT OF DISPENSERS AND PUMP ISLANDS. PUBLIC WORKS: REDUCE DRIVEWAY WIDTH ON S 152 ST FROM 40FT TO 35 FT TO MEET PW STANDARD FOR COMMER- CIAL DRWY WIDTH. VALVUE SEWER DISTR. PERMIT IS REQ'D FOR 0/W SEPARATOR CONNECTION TO SAN SEWER. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 81,222.40 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate). Eng. Appr: JJS Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ \ 1,332.84 k******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Project Name/Tenant: Dc-51 mrvies S /4,11._ S4.A.4.,Dv, Valu str i i •• 0 Proposed use: Retail Restaurant El El Warehouse ❑Hospital 3 Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Site Address: Cit tats /Zip: 1 n (n P1J(∎t' =1 G i 6- lk∎014y N ‘In Tax Parcel mbar: 00 WOO- O(o ?O Will there be rack storage? ❑ yes RI no Property Owner F pesImone Phone: 'i/(t)- 3/09 Area of Construction: (sq. ft.) /) SCDO SR &C) 3. Frg Street Address: 1 S0 (00 1`' f4 C I F (-, )4 �yy co, /-1 , 1 }� °, ^�► Fax #: Contractor: / Phone: Street Address: City State /Zip: Fax #: Architect: K ,C -14-,n gD S C DxOn \C- Phone: _ r 7` 7` Street Address: City $t�to /ZiPP�� 6O b S . �q Di-A s1i AO Selse' Fax #: 4 si. - y'766 Engineer: c J 1 /4. Yvtvvl t t, M dyt� S 0 A.) Phone: Street Addres ; 5 „. ;iv F � c xvu City State /Zip: Fax #: Contact Person: K c1-1_ C oXo✓1 Pho G ED - 4 �2- rl 7 t - Street Address: City State /Zip: 6-)DD S. tr -Vo-1- 14 34 ) Se6- 4-x Fax • # G LI 1 / 2 Description of work to be done: Con S c;f' n c W B6.7 0 s f ecc r) opq -(O r eK7 s l't ° 00 S�rvI c.e St fen-) 00- o r e_ st( 9 rOf) V e 0 eh 62_ , 57 ` - 0( - -e r r �) / a ce /nPfi f' c..7i ct i n / r pA - o ,.5 to 7 5. Existing use: RI Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse 11 Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Proposed use: Retail Restaurant El El Warehouse ❑Hospital 3 Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other Will there be a change of use? ❑ yes ' :E C no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes RI no Existing fire protection features: ❑ sprinklers El automatic fire alarm AI none El other (specify) Building Square Feet: g h 7 00 existing Area of Construction: (sq. ft.) /) SCDO SR &C) 3. Frg Will there be storage of flammable /combustible hazardous material in the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets CITY OF TUKwILA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 'Date application accepted:I /I ` CTI'I RMIT.DOC 1/29/97 Date application expires: - G 1 7 FOR STAFF USE ONLY Permit Numb= :7 02 Commercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS:SITE/CIVIL PLAN REVIEW OF THE.FOLLOWING (Additional reviews may be determined,by the Public Works Department) • • ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Hauling ❑ Fire Loop /Hydrant (main to vault) #: Size(s): ❑ Land Altering 0 Cut cubic yds. 0 Fill cubic yds. ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s): Est. quantity: gal Schedule: ❑ Miscellaneous Value of Construction - In all cases, a value of construction amount should be entered by the applicant. Thls figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit Is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Afilf.A by: (Initials) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OWN OR AUTHORIZED AGENT: Signature Date: Print nam (yam/ 772, /YUe O e •/Cl/c // , , ?s, q .295- . a 4 #0 . _2-9201 Address #00 5 , i. • : S _ 1 • City /State /Zi v4 6_96-( • i ALL COMMERCIAUMULTI -F LY TENANT IMPROVEMENT /AL • ATION PERMIT APPLICATIONS MU' BE SUBMITTED WITH THE FOL • WING: • ALI i tyf fI4 Q1E STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ST U FRAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A SUBMITTED ❑ ❑,, C om plete,Lega I Desgription ❑ r r Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- 9). ❑ ❑ Floor plan: show location of tenant space with proposed use of each room labeled ❑ ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. ❑ ❑ Vicinity Map showing location of site ❑ ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. ❑ ❑ Indicate proposed construction of tenant space or addition and walls being demolished ❑ ❑ Construction details ❑ ❑ Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 - 4787. (Form H -5) ❑ ❑ Copy of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the per►nit will be required as part of this submittal I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND / AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 f Z ��� • V' 1 '1,(. (f Li 47 '.�KfYY�9J7"t. r n .3' -Ak* ** 44A+ s. d•.* A4c'** *sk **4*sifir:kh:•k•A•st *••h:•A. tit*** sl** s! 1.i sit*• s1•*•k'kk•A *.k*.A**i1..*A*.4k** OF:.TIJ "NA• : : • : • :1 : •: • , Ai49 ti IT dcsl* i A��t /r�, * *k.k *k *kk *h'd *14“,% .k * *s1*s1 *. * 4.* * * * . k *k * *' *. *k *. * ,. Ti2Ai� MI f Tim "bcra: R970077 5 .;Amount.. 829'.25 :0G/03/9 Al 05 • Pa.■vment• M r1thOd CHECK Nci'txtiana•• UESIMONEB )nit:'RLH 4'.ar.int " :Naa 0.-17- •0;1.47. Tvae; .,DEVPERM DEVELOPMENT PERMIT. Pance 1 , NO:. 00:4100 -0680 Site ; .Address: 150.60 PACIFIC HY.S Total Feea: 1.332..84. 829.25 Total ALL Pm sr. 1 . na.lArica: .00 ! ocie- A** Aki*0hAA ** * * *A. ∎t.,l *AA * *s12kk ** Aitk* A. *** * *kh ** **•st114.k *1A•sl *+tA* ACCQUnt Code 000 /,122 000/345 000/:186.904 000/342.400 412/342.400 • Detcr lot ion BUILDING - N0NRE9 .PLAN " CHUCK - U'fTLITY STATE (BUILDING •SURCHARGE INSP FEE UTILITY INSP ,FEE STORM DRAIN Amount 774.75 20«00,. 4.50 15.00 15'. 2670 06/08 1717 TOTAL 829.25 1.K ir5[�:. f. `�'.. �., iw =r'...'. ..�:'L'i •.n' ,.,ear i'�'���1 �. 4 :x..41' :.., )h i�A k. l� ** le*`.t *hh•A•Ah 4•kA.4 k•4rk4kk5 r k ** ...4 tk A le* *k4k4. -le kA-A•k #•k.k 4 ITY OF TU WA 1'Pr1i'I8Ml t .% l r k ; *.•+c •, t � t ,1r4 .k A h 'k.�k -t • k ••A h A k /i'•k •k t ; � : . : . : 4 , k •�. � 1 : k � �•. �,k • . • k �t�" : “ . . . k * , . . A . ' R !1PO T' dumbe ` 9100E 747 Ainourlt,, : w 503 ~'.59 1,1/ 05/97 1 J. ::21,. P avm4ri.t` M ,''c41 1'1 CK .Notat`ion .DESIMONE� :IC ' In :t i "I(JP t 'ermi 107 :0347 Type DEVPERM DEtJL .O'PIIEtt ( P �4.!ce1' . Ma <.:0041' 00- • te ' : (4di r:ess :. 1.5)((> .P,)CIFIC H r.5 ' Total Feos: 1.282 10's � ivmerit 503.59 Total . PQits 13 ci ance: 779.25 A fit. -sk k 3C 4 ;5 *4% +,• •k * ik * A it .1 •k X1••,1 * ie k 3 *. •3 t3 .•A' * t i1..A 31 • r 3 ` . FlccouUt: Code Pe er i pt on Amauin t 0,00/3:45.€J30 PLAN CHECK .- NCM<E:i 503..,5.9;:. PACIFIC Addrt` ssi T�n`a T'v[ei . DEVPERM . arce,l'-.#,: :0041.00 0630 ;•k•k. ,4,'•k*-k*•k•kk ` k•k'•k** ** * *** *•k ** * .k''kkAkkk'kkkk ' k Per m it: Co ridi t`ion: 1 '.NO Changes .wi 7l be' made: to the plans unle.s.s aoorove•d by- the Archte :ors; :Engineer• and ther Building Division. Plumbino'permits sh ;County. `Deuar�t i tsr�ec ted: t, bv t a 1' h „, e •rl G V al be'�ahtafnatip't the Seattle -Kin ic' 1iealth PT"OWInha wi ll be , inc1udtna all gas.: :Pfng J r'"�t �•ti + i px ElectrioaI .Wernits� shall be ob- tainad ,thrOtUQhfrthe.Wa.;h, - an - e tate, Di v irqa 'of�Labor arid: Indu tr is a'nd �a71; ric.�1 worm wi T � e inspected ,bvv .that " °aaen' v y(24C 63 60) , All 'mechan ea l' w F shall be\ under separate Der m t .,i s 1�'re'd bit. t1te C�f `y�'ot TuF,,,wi la , : n F2 All p-ePmits., inSpe`ction;4r''ecords, and approved ,o!ans 4.ha ova i,1`i.b 1 e at•' the lob site nr i or to the' start of anv can st action. 4 .Thee :docOnents tiar,e. to be maintained' :avai :abl`ei'pnt� '1= .fin.&1 inspection a oprrova,7 is granted. When Asoeci atl . inspect ion" -•i s- i red e i ther the owner, archl tecf'Or , ,eng ineer `'shat1 notifv-,the ° Tukw11a: Bui 1'd1na Di,vis.ion of a°ppoi.nment of the „,,Anspecti_on agencies .:pr #or ''the bu%ldintl- `�nspert,�prt. ' GOO ies uf„ all .sper,'a1 ,irt.pection, r epot tshall be to,. the Bui 1 ino .p D i�v.l s i onli n a t i me l - rna°nne ; Reports shall contain ,Y address pr'o i # ect name Permit,. number "{and type' of ..•-inspect ion . ing . ` `pe rformed. "r'= ..;: • . , ,The,: s,pec inspector ' shall sub.mfit a trial - 'i gned repar.t. ' st.�t ,na whether'; the ,work' reou 1 r i ng)specia l inspection `s wa to th,e best of" the inspector's :noW in ; confor ma4ice :with pof6Ved plans and 'specit ii ations•' and -the applicable worknrati,s` =._ - - - ._ 0 " B. All stru .tura''l. con:cr-ete shall ,be special.' ins ected,,AUBC Sec. 3Qb,(A) 1 ) 9. All structural �""We 1dinq shall be done a °�1 .A.B tr, :c'er ti;f<ied welder. and :specia•l inspect CLIBC - 'Sec. 306(x)5) 10. Any exposed:_ °ins,ula.tions bat i;ng material shall have a Flame Spread Rating of 25 or less, aria mated�.,ia l shall 'he ir� .identi- f icat i on showi n .._the,-. f i re per:f:ormance'-rating ,:thereof . 11. Readily accessible,: ac'cess -..to root mour).ted :equipment is required. :•,:;, 12. All construction to be doneinc'onfar Aanc'e with approved plans and requirements of the Uniform Building Code (1994.. Edition) as amended, Uniform Mechanical' Code (1994 Edition), and Washington State Energy Code (1994 Edition). 13. 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 the building code or of any other ordinance of the Jurisdiction. No permit presuming to 'give authority to violate or cancel the provisions of this code shall be valid. 14. There shall be no occupancy of the buildings) until the final inspection has been completed by the Tukwila Building Inspector. 15. VENTILATION IS REQUIRED FOR ALL NEW ROOMS AND SPACES OF NEW Status: ISSUED 'Ai 1 led: 11/05.q997: I . sued : 06/03/1998 •k,•k•k•k•k•4 k *•k k•k:i k **•k **•k* k•k•k'k'k`k *'k EXISTING BUILDINGS IN - CONFORMANCE WITH THE' UNIFORM BUILDING :'CODE' :AND - THEWASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY .CODE: CHAPTER 51 -13 WAl '.: Notify the City 'of:: Tukwila Bui:ldina Di prior , to: .. ;plat „in any concrete Tliis procedure is in addition: to recliii .` for s'deci inspection.. 'RIVEWAY PLAN MUST- SHOW TWO '(2) CURB,: CUTS ON'. .PACIFIC =' '.....HIGHWAY SOUTH. ONE:30 FEET WIDE AND 'THE': SECOND ;35 FEET • WIDE 'AND 60., FEET FRO THE PROPERTY LINE THE DRIVEWAYS WILL BE:.-RIGHT. IN /RIGHT OUT ONLY. REVISE., REQUIRED: LANDSCAPE SETBACKS. IN`.ACCORDANCE WITH CHANGES TO`PROPERTY .ALONG• . PACIFIC HIGHWAY' SouTH.' IN .ADDITION`. A'SECOND FRONT :LANDSCAPE` HSETBACK .OF FIVE (5) FEET MUST BE 'ADDED.; ALONG: THE. SOUTH SIDE`.' OF THE:' PROPERTY AND TREES ADDED PER REQUIREMENTS' OF THE STREET TREE 'PLAN ;'::.A SIDE LANDSCAPE ,.SETBACK OF 10 FEET ALONG THE NORTH FENCE MUST ALSO DE ARCED .N ,PLAN " 'Sii.p.o•t� BE :'PL'ACED AND "MAINTAiI }NEC TO PROVIDE VI SIC ILITY AND ,.PROHIBIT HIDING PLACES FOR UNAt1THORIZED PEOPLE. AT: GROUND. LEVEL DOOR j.AND WINDOW AREAS . `STI.CK.ER SHRUBS AN( ;L.OW SHRUBS ANfi;` UMBRELLA`= TREE ,, '(WHERE "CANOPY ` 15 Ml?INTA,INED AB+IVE'.FIVVE1 :FEET FROM T HE 'OROUND,lt:'MUaT BE4U EG IN 'PROPOSED PLAN,T`TNG AREAS TO AL yROOMI( „FOR SURVEILLANCE MECHAN 1 ¢Js t� Y ° th bX x 19 PEDEST I PATHWAYS,-,'FROM ,THE CONVENIENCE STORE MUST ; .BE ADDEDuTO EVENTUAL SIDEWAL:'t;S { ALONG PACIFIC HIGHWAYAND ; 0 • 152 . ST Yt �r ,UB l'I. LIGHI.�TNG" STANDARD DESIGN SPECIFICATIONS AND PH0T�? SITE 'PLAN< ;r:TO SHOW THE - ILLUMINATION I ? CT 'OF PRIMRRYY?LIGHTING . FIXTURES PROPOSED THE SITE. ,MIj IrI1UM ONE FOOT ,ANDLE• AT GROUNDj:LEVEL ":MUST: BE MAINTAI • 'PER': TMG l u:. 5 y. 0511 r .TWO (2' > BIrYt LE; PARKING' SPACES MUST BE D A[GCG...To.THE :S'ITE p..LAld .i f Y . 'f , .. r �{ ' 22 Te!noorar Son control or nfe.asur,,e. shall. be imr,lemented a t the f i 7i0 der ' ` "af�,bu��i�nesto �e d�.r event c�imenta t -i��n otf Fite' or o existing torm '''d,r a n�ige` 'ta�*1`Jlities: srr T he PS to t 1 hay.6''Abermanen 'et: di' i onr cont!ro'1 measure. i ri p1 a's ; �soon.as possi • af .a'radiriq, has cv and `prior to the Fi nal,, Inspecti Work 4 ao ''traff is flows shai 1'.' tae i 1`osel . r ,,;. �_. . Y� c.00'r ~di`ria.te witiV th,e C`1ty Uti 1 i ti es Inspector T:reff its- .'Cun:tro1 P1ans. sha 1 L be submi tted to the Inspector . p,ri or. ova 1 25 All pr:k■`ate storm drain pipe shall be, e„ copur,ete ✓ e inforced, ADS;Fp,i'pe. < Tr eated corrugated; metal ui.'p,e. nip *v he used for ° detention faci 1 it -i,ec 26. 'Al pub 1.i c;°•s;torm drain systems' arid`' 'those ort i ons 'iv ate a p g i ; ,Y:,,iyj•i J t Systems (with the exception, uf,r•es.i den tia1 drivew v"` c'irlver•t) within pub lic ; r<l`yht -of -way e` tia:lls' be -'constructed:;W :t h concrete 'pipe up' to:.12” diamater•':;and r }torced concrete pipe for . 12" . and ±zrea:te.r, •: ' CONSTRUCTION INSPECTIONANOMATERIALTESTING NATIONALLY ACCREDITED LASORATORY .• Fireproofing- : .Aggregates April 22:1999 S hotcr e.t e Concrete Masonry File: 99-137 Aspha.lt Roofing i n g Dave Larson . S .t e e I City of Tukwila Building Department S : 0' - I S , 6300 Southcenter Blvd. W ' 0 0 d " Tukwila, WA 98188 Project: Seatac Shell Address: 11506 Pacific Hwy. " - Permit No.: D97-0347 . . ' -2 • s. This is to advise you that special inspections are completed on the above referenced project. The `*- following inspection was required and a copy of that inspection report was already forwarded to To the best of our knowledge all work inspected conformed to Tukwila Building Department , • approved plans, specifications, UBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President cc: , , APS Services-Dave-faxed to jobsite Tel: 881-5812 Fax 881-5441 • P. 0. Box 2523, Redmond, WA 98073 FIELD / MATERIAL TEST RE )RT ASTM: C172, C1019, C780 'hraterial Report Number: 10388 Inspection Type: Reinforced Concrete Location: Footings Material Data Job No. 99 -137 Project Seatac Shell Address 1506 Pacific Hwy.S. City Tukwila Permit Number. .per — C3 4�' CLIENT APS Services ATTN Dave ADDRESS P.O.Box 1855 Auburn, WA 98071 Type of Material: Concrete Supplier: Lonestar Plant #: 55 1084401 38401 Job Time: 1 :48:00 PM Yards placed: 8 Coarse Aggregate: 1895 3/4 Air Temperature: 53 Design (F'C) @ 28: 2500 Coarse Aggregate: 57601 Material Temperature 54 Truck Number: 7171 Sand: 1445 Yield Unit Weight: 28.271 Ticket Number: 872853 Fly Ash: 57301 Slump Inches: 5 Job Mix? No Water: 267# Slump Specification: 4 + -1 Mix Number: 3100 Water Added: Air Percentage: Cement Type: 1 Air Entrain: Air Specification: Cement: 470 Admixture: Conformance Conforming to Plan? yes Inspector: J.Graham Reviewer: Explain if "No ": FIELD / MATERIAL TEST RE )RT ASTM: C172, C1019, C780 'hraterial Report Number: 10388 Inspection Type: Reinforced Concrete Location: Footings A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881- 5812 REDMOND, WA 98073 FAX: (425) 881- 5441 Job No. 99 -137 Project Seatac Shell Address 1506 Pacific Hwy.S. City Tukwila Permit Number. .per — C3 4�' CLIENT APS Services ATTN Dave ADDRESS P.O.Box 1855 Auburn, WA 98071 Resteel was properly installed in accordance with approved plans. Concrete was mechanically consolidated. Report Data Report Date: 2/17/99 Inspection Performed / Location Inspection Type: Reinforced Concrete Location: Footings Grids 4 Canopy footings. Remarks Resteel was properly installed in accordance with approved plans. Concrete was mechanically consolidated. ID # I Test Date I Field Cure I Age Days (Size InchlArea Sq Int Weight Lbs IMax Load Lbs'Strength PSI I Set # 19211 2/24/991 1 71 6X121 28.271 01 1084401 38401 1 19221 3/17/991 1 281 6X12! 28.271 01 1628701 57601 1 19231 3/17/991 281 6X121 28.271 01 1618901 57301 1 Test Strength Tested Per: ASTM C39 Conforms Y /N: Yes Compressive Y /N: Yes Cast Date: 2/17/99 Fracture Type: (If "Other", than Cone.) Tested By: T.HALL Reviewed By: A.HALE Test Results Copies To Building Department Date Mailed: 3/19/99 RECEIVED CITY OF TUKW Ao� MAR 2 19, — PERMIT CENTER ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING LABORATORY, INC. IS STRICTLY FORBIDDEN. CERT IF.ICATE . OF OCCUPANCY .: • i I:TY OF TUF:WILA 6300 SOUTHCENTER• 6OULEVARD, .SUITE '1rOfl • TiJP'.WILA. WASSHINGTON. _`'93185.: :THIS_ CERTIFICATE; ISSUED PIJRSUANT Tt • THE. REQUIREMENTS: OF SECTION' X09 .OF_ THE UNIFORM. BUILDING CODE ;CERTIFYING THAT .AT THE TIME OF; TSSPANCE TH1.S: aTR;JCTURE AF4XIN 'COM WITH THE }'VAi ;IOUS 'ORDINANCES OF• TH s ITY REti )LATING UUILDi CONSTRUCTION O 4UU AND AI `APPI ICABLE ITY : EIRE CODES ..`.FOR :THE` FOLLOWING Caccupunt DESIMONES SHELL,' TATION . 0=Oi it 1G; 0110 •Addaaess 15060 PCIF1C HY ; ' Suite No:: P4r c i #.. 0041•OO 06.80 , s`'Owner DES1MONE : F:RANr S :t:UNSTRUCTT:ON OF. NEW 860 SF CANOPY FOP EXISTING SE4VICE : STATION, REMODEL OF EXISTING . 1500 •SF_ CONVENIENCE,` STORE AND REPLA(EMEt4T,'OF DISPENSERS.. AND P;1JMP ISLANDS. ' PUBLIC WORT a:. REDUCE DRIVEWAY` WIDTH ON': S'.:152 , -'ST FROM 4OF.T TO 7. ',FT TO MEET PW' STP.NDAPD' FOR , {OMMEP,- CIAL DRW WIDTH::. VALVUE ,SEWER DISTR. PCRMIT IS REa',6 FOR' 0/W,.SEPARATOR CONNECTION TO SAN SEWER: l =0347 Oc �a�ranc'y SERVICE ST AT . Ot Occup rit :,Lo d: � c.cupdncy . :Gi ou "p MIS 3 " Type rat Cor t; • V °1HR ATE BL�IL OFFI D THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES • November 22, 1999 CBIC 1213 Valley Street PO Box 9271 Seattle, WA 98109 -0271 City of Tukwila Department of Community. Development John W Rants, Mayor Steve Lancaster, Director encl Release of Bond Bond No. LB4292 Dear Sir: This letter hereby authorizes the release of the above referenced bond in the amount of $14,632.50 for the completion of landscaping, sprinkler, and curbing at the corner of Pacific Hy and 152nd Street for the property located at 15060 Pacific Highway South, Tukwila. The work guaranteed under this assignment is complete and has been approved by the City of Tukwila. I have enclosed a copy of the bond for your reference. If you should have any questions, please contact our office at (206)431 -3672. Sincerely, Brenda Holt Permit Coordinator xc: Dave Thomas, APS Services, Inc Permit File No. D97 -0347 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 4313665 b ey. fl'l >C f Y f � > �rfatrthorl NAME OF DEVELOPMENT: 04 s y.., O \c p g ks e, L I DATE: `t I R C L i 9 DEVELOPMENT ADDRESS: 1$0 4 I) - (Ai) , W Lt. C ■ c 1 t h ti./ 17 S , PERMIT NO.: D ei "7 - O 34`7 NAME: COIL TEL. NO. HOC - 6 Z1 -) b T3 SHALL BE REFUNDED BY MAILING TO: t3crr•0.cr ADDRESS: > p (30,x q a.'• I (please print) Ld t f) CITY /STATE/ZIP S (v j L~/ d • Cfe;" I p y DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE E ,,.. L PLANS/DOCUMENTS /DOCUMENTS WHERE ITEMS ARE DESCRIBEDI: � Re A Nfl 5 Gt Pt , .t' D. .II. S Lc' 64 t xro, C kr,k? ►t 3 , ac.p la LA, C t Le.9 PD . CLI 1■) R et.) (1/4) Now wWt p'"..k ■ `L, R tpa.1. Of3A1 , 4e-. C"t0.4 •.,c Ayr CA -- 1nT$1►ISc-'►N••). S . Re.v.iov a 64 A3pNb LAN !MN. litilit ci t.TwR4 LowOS(,r102- 6. tvtSTu. ►. iOS L at C.....ext Ay -.X N v. r�.D a E trot' S kP bR AGw."s..• • l As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ /de, 4 3 2,• SJ ($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: 5 / /g / f ), 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 roperty to carry out completion of the above deficiencies. I further agree to complete all work listed abov ' to requesting inspection and release of these funds. ) q.z/pf 5/,�u 611( lito,wt5/ Ai).5 SIGNED: tci ...Z 76 /v 76. // /l <c 'S (' 4 `V TITLE , RP1idie t' �Cl ( f T7RtC J q, /J)(f f/4e df .••∎•• .F..t Pc)�T!gtt i.!!v;COD.'P;t++Y WP.wa:�P�: ! W „tvAVwtMP:cX.h!yn.�+Tq�TV:lV'.; 1hVN(N %:VN::`.:�: rn�:C. \ .».vx�vt55Yw.!vM !4w. x3.TV.�yooMSTV%. CHECKE com NA BY: , :...:...:.................... SIGNED: (:•,7 (� AMOUNT: CASH CITY RECEIPT NO. c omplet e City of Tukwila DEVELOPER'S PROJECT WARRANTY REQUEST FORM CASH EQUIVALENT -) &4di DEPOSITED THIS DATE: '4,2/67z. it a; THIS FUND IS AUTHORIZED TO BE ACCEPTED. DEPARTMENT HEAD: RECEIVED BY: 1 1 1 • i ::....: .. .... ......... ...:.:......:::. :....::. :.... :. All work 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 oash/cash equivalent. DEVELOPER'S REPRESENTATIVE: r �(J G'.thl_eoh0(/ / A41/64(7601- have reviewed the above work andlound it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: f (256. DEPARTMENT: r aybl tG lit 4 T ON` to be completed 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 AMOUNT: 1 (,() 3 Z ,hj) RELEASED THIS DATE: (( -fl- RELEASED BY: J4 � , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 08/ 13/90 CONTRACTORS BONDING AND INSURANCE COMPANY WED PERFORMANCE BOND APR 16 1999 Tt 1KV'J1LA PUBLIC W O R K S Premium: $ 366.00 KNOW ALL MEN BY THESE PRESENTS, That we, APS SERVICES, INC called the Principal, and CONTRACTORS BONDING AND INSURANCE COMPANY, a Washington corporation, called the Surety, are held and firmly bound unto CITY OF TUKWILA called the Owner, in the sum of FOURTEEN THOUSAND SIX HUNDRED THRITY -TWO AND 50/100S for the payment whereof said Principal and Surety bind themselves firmly by these presents. WHEREAS, the Principal has, by written Agreement, dated APRIL 26TH , 19 99 . entered into a contract with the Owner, for DES MOINES SHELL COMPLETION OF LANDSCAPING, SPRINKLER, AND CURBING AT THE CORNER OF PACIFIC HIGHWAY AND 152ND STREET, PLANT AND LANDSCAPE AREA LOCATED IN THE CENTER OF LOT Bond No.: LB4292 PLEASE SEE ATTACHED LE1'1'ER FROM APS SERVICES, INC DATED APRIL 26, 1999 a copy of which is by reference made a part hereof; NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall faithfully perform the construction work required under the contract, and Indemnify and save harmless the Owner from all damages which the Owner may suffer by reason of the failure to perform the construction work, then this obligation shall be void; otherwise to remain in full force and effect. Signed and sealed this 26TH dayof APRIL , 19 99 APS SERVICES, INC Principal Dollars ($ 14, 632.50 Nome Office: 1213 Valley Street P.O. Box 9271 Seattle, WA 98109.0271 (206) 622.7053 (800) 765 -CBIC National (206) 382 -9623 FAX Bv: By: A/ ERIC AND INSURANCE COMPANY N, ATTORNEY -IN =FACT BndCPB0.01•US072491 INSURANCE KNOW ALL MEN BY THESE PRESENTS that CONTRACTORS BONDING AND INSURANCE COMPANY, a corporation duly organized and existing under the laws of the State of Washington, and having its principal office In Seattle, King County, Washington, does bythese presents make; constitute and appoint ERIC SIRKIN, of Seattle, Washington, its true and lawfulAttomeyIn•Fact,withfull power and authority hereby conferred In its name, place and stead, to execute, acknowledge and delivor.on behalf of the Company any and all bonds and undertakings of suretyship given for any purpose, provided, however, that . . no AttomeyIn -Fact shall be authorized to execute and deliver any bond or undertaking that shall obligate the Company for any portion of the penal sum thereof In excess of $6,000,000, and provided, further, that noAttomey-in-Fact shall have the authority to Issue a bld or proposal bond for any project where, if a contract Is awarded, any bond or undertaking would be required with a penal sum in excess of S 6,000,000; and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Prosdent, sealed with the corporate seal of the Company and duly attested by its Secretary; hereby ratifying • and confirming all That the said AttomeyIn•Fact may do in the premises. Said appointment is made under and by authority of the following resolutions adopted by the Board of Directors of the CONTRACTORS BONDING AND INSURANCE COMPANY on September 8, 1998: .RESOLVED that the President of the Company, Is authorized to appoint any person as the Company's true and lawful Attorney- In•Fact with power and authority to ekecute and deliver on behalf of the Company any and all bonds and undertakings of suretyship given for any purpose, subject to such limits as shall be determined by the President of the Company; provided, however, that no such person shall be authorized to execute and deliver any bond or undertaking that shall obligate the Company for any portion of the penal sum thereof in excess of . $10,000,000, and provided, further, that no Attorney-In-Fact shall have the authority to issue a bid or proposal bond for any project where, if a contract Is awarded, any bond or undertaking would, be required with penal sum in excess of $10,000,000, • RESOLVED FURTHER that the authority of the Secretary of the Company to certify the authenticity and effectiveness of the foregoing resolution in any Limited Power of Attorney is • hereby delegated to the following persons, the signature of any of the following to bind the Company with respect to the authenticity and effectiveness of the foregoing resolutions as if signed by, the Secretary of the Company: Donald Sirkin, Steven A. Gaines, John Pieprzny, John A. Alkire, John D. Minto, Marc A. Mrkvicka, Larry A. Byers; Deena Fuller, and Dirk Muyskens. . : RESOLVED FURTHER that the signatures (including certification that the Power of Attorney is still in force and effect) of the President, Notary Public and person certifying authenticity and effectiveness, and the corporate and, Notary seals appearing on any Limited Power of Attorney containing this and the foregoing resolutions as well as the Limited Power of Attorney itself and its transmission, may be by facsimile; and such Limited Power of Attorney shall be deemed an original in all aspects. RESOLVED FURTHER that all resolutions adopted prior to today appointing the above named asAttomeyin•Fact for CONTRACTORS BONDING AND INSURANCE COMPANY are hereby '.. superseded. . • IN WITNESSWHEREOF, CONTRACTORS BONDINGAND INSURANCE COMPANY has caused these presents to be signed byits President and its corporate seal to be hereto affixed this fith day of September, 1998: CONTRACTORS BONDING AND INSURANCE COMPANY. By Ste sines, President STATE OF WASHINGTON -- COUNTY OF KING On this 8th day of September, 1998, personally appeared STEVEN A. GAINES, to me known to be the President of the corporation that executed the foregoing Limited Power of Attorney and acknowledged said Limited Power of Attomey to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he Is authorized to execute the said Limited, Power of Attomey. • IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. Notary Public in and for e • to of Washington, residing at Seattle The undersigned, acting u • =r au ority of the Board of Directors of CONTRACTORS BONDING AND INSURANCE COMPANY, hereby certifies, as or in lieu of Certificate of the Secretary of CONTRACTORS BONDING AND INSURANC i PANY, that the above and foregoing Is a full, true and correct copy of the Original Power of Attorney issued by said Company, and does hereby further cenity that the said Power of Attorney is still in force and effect. GIVEN under my hand at PoaES01.10•US092398 SEATTLE, WA . this Limited Power of Attorney • 26TH OFFICIAL SEAL MOLLY A, HUDSPETH Notary Prlll+c — State of Washington WI Commission EspUes 1 -9-01 day of APRIL Home Office: '1213 Valley. Street P.O. Box 9271 Seattle, WA 98109 -0271 (206) 622-7053 .19 99 • • PAGE SERVICES, INC. 1085 Valentine Ave SE Pacific, WA 98047 (Mailing Addeo's) • P.O. Box 1856 • Auburn, WA 98047-1855 • Telophone: (253) 883-8955 FAX; (253) 863-9844 • Toll Free: 800-660-5557 Re: Desimone's Shell, Tukwila WA 1, Landscaping - by Mario's - Labor Materials within ROW 2. Extruded curbing by Stripe Rite to create access point, 225 linear feet at $3.00 per linear foot 3. Replace cold patch in ROW with class B asphalt to match, 4' x 12' x 10" = 3 tons +1- Remove cold patch New hot mix 4. Repair curb and gutter at intersection that was broken, 6 linear feet Forming - labor Asphalt 5. Removal of asphalt and concrete under future landscape area to provide for better growth and drainage. Concrete - 46' x 5' x 6" = 5yds, and 1' x 70' x 6" = 2 yds. Asphalt and Dirt - 46' x 10' x 6" = 9 yds. Total of 16 yards of hauioff. Trucking and disposal Machine Labor 6. Curbing at North end of lot - entrance for access, 105 linear feet at $3.00 per linear foot • APS SERICES MEMBEN f rriscv4v 1 Page 1 of 1 • Bomb Purim & I:6mm • Automat) Fuel layieffe • Palre•Tio Lbw Taft • U61.1361)68 &plow& • Pk (*Inners • Ulb Eq 2A Inn Or Date: • April 28, 1999 Quantity • Price Total 1 $3,300.00 $3,300.00 1 $3,000.00 $3,000.00 225 • $3.00 $675.00 $300.00 $300.00 $750.00 $750.00 $50.00 $50.00 $75.00 $75.00 1 $240.00 $240.00 1 $250.00 $250.00 16 $50.00 $800.00 • 105 $3.00 $315.00 Total • $9,755.00 Total x 1.5 = Total Bond $14,632.50 - : SE C :. Qltil ..y::: -:. to: < be <:: . >:d� .v.�rlo �r > b .> : st> �I..::::::>:>:>:::::::>:»;><:<:::::::>:::.:>:::::: r::;.>:::' ::. :.........,......,..�.......... . T � . ..... ............................... ....... ..... ........ .... .. ............ . .......... ..................................................:.:.:.::. .:.:::::::.: ::.::..:.::.:..... w ` "'S '(I_A NAME OF DEVELOPMENT: 04 s ‘ O N ke. id e, l I DATE: j / C l i•11 ; ..:r « :'S DE_ VELOPMENT ADDRESS: I 50 40-- ( ‘c, 0 I th t...)1.7) 5.9 t PERMIT NO.: b C1 '7 - d 34 NAME: 04 1 C TEL. NO. 7,04.- . -161 SHALL BE REFUNDED BY MAILING TO: (30,...01* ADDRESS: p (3DX q., 1 (please print) t d L 4 L CITY /STATE/ZIP SZAVY ix' WA • 4S' I Di DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS /DOCUMENTS WHERE ITEMS ARE DESCRIBED): t ` t LAND SCA Pt 4 - I, "7, 3 L o - E (Ark „JO C kr..0►vt.5( 3 , (tp lu w Co (.J Pc cl., J ,.) Rot,) cv-r=F+. ',rat., 64,'t' e.-vik . 4.• Rtpa►•• DRAW! Cwtcsa •CATtet• c.X 1r0raft c.mb••). S • Rt•vi1 .J 04 A3PNO,•A•6•cAt,Xe.. LA Diary kittal CN "1.0%x, Aoki O'Schet 6. Lv,)Tut to I LA- t GKe<ty Ay .. ..-r N v • � ti9 a E L.ot • .' 1 'as, kP S ArrACubv.e..X As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ /4 6 32". SO ($150% of value to complete work described above) and attach supporting • documentation for value of work. I will have this work carried out and call for a final inspection by this date: / / ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the roperty to carry out completion of the above deficiencies. I further agree to complete all work listed abov to requesting inspection and release of these funds. SIGNED: 4_,. TITLE: ARej j S CTIt7N :(ftQbs.COMplet Sta... AMOUNT: SIGNED: (;:x iv1 'lf,� 1 DEPARTMENT HEAD: 0 CASH 0 CASH EQUIVALENT kVtJ DEPOSITED THIS DATE: RECEIVED BY: CITY RECEIPT NO. THIS FUND IS AUTHORIZED TO BE ACCEPTED. 4iCY: tii;;; 4. v% ri4Lms•:. w: rd: 4 :i}n:f6w�]v::4:a�e }:i;;:;�w:sis Xvl:i•:;iii:»i iti: nl:livli •SECT161114 obo comp/ato ev 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPERS REPRESENTATIVE: ( 10 be completed by City start CHECKED BY: })V All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby requ spection and release of my cash/cash equivalent. Pee DATE: is /j 1 I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. "/ "AUTHORIZED BY: DEPARTMENT: : i�irii, istivX. wi�r. v.. iiifaSiri.+ 1. YU: ie. 4: xl., siv .+4:iiL•iai>sia:•:4iiirr,:•nv ii».s�riirva:`:J�.i• City of ' kwila .. DEVELOPER'S PRO IJI/S RANTY REQUEST FORM :"-7 :: ED avioYasi�'vaws.,»:aw•vb.:;,... • .: b;,xsxi;;tis isd W.:W :,o:iWw a Ai+lw w ww„w,in • v.ina,k; sE :T . a (ro be comps ®red by Clt star CASH EQUIVALENT - LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. AMOUNT: RELEASED THIS DATE: RELEASED BY: , FINANCE DEPT. w,,... w. wi. wi.,,.,,. w�., w...,.... �w ,,.•.....,,......a..w.ww.Y..wi, ......,w....,..•r:; ..w,,:..,+....wM.;.w;.:,:i isw.:, ;,.:; s :e.;;,s,:::,.w+ww•..w Upon completion through Section 2, Finance personnel shall sond copies to: - Developer - Finance Department - Permit Coordinator, DCD „w„ ,i•kN„;aCw,w :,,.r 4..6.44; Upon completion of entire form, Finance personnel shall send copies to: - Developer - Finance Department - Permit Coordinator, DCD 09113/00 Project: pe-S1 MONaS Sttil W, Type of Inspection: n • 11 PW 4- '.Address: - 1 5CX9 0 Mc, -14koy i;o, Date called: i i 4/2-./y -, Special instructions: • Date wanted: / / 2-1°/ r L Iig a.m. P.m. Reqvester: /APS °Ave Phone: 261 %3 A955 INSPECTION iitco Retain 'a copy with perms INSPECTION NO. ' ' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 D9 -0 34) 'Approved per applicable codes. J Corrections required prior to approval. . , COMMENTS: r fi q1c7.6 q A.Anned we,K • tp.it-f(A P L--J • " $47.00 REINSPECTION FEE REQUIREP. Prior to inspection, fee must be paid • • at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Inspector: Date: / ■ • ' .". . • • niusyLe_ c. (h Type ,p A m) 4. ateral ec 19 Spec'al instructions: . . vs,:Rvt4 aqua_ . .„ Dar - on c et rp 7T .m ? r it s st.r: e......., le • , INSPECTION NO. • ' •• ' • •• ••• •.• , — • -•• 4 •••• '). • ' 44' 2 ',„ - , ••,,, , , -. , .0'-' t..., t) INSPECTION RECO Retain a copy with per CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd, #100, Tukwila WA 98188 • PERMIT NO, (206)431-3670 COMMENTS: ro • (12-xe,4 Z7 €. 7,(7 75 7 Ajo r pproved per applicable codes. Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspe ton, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project „_ t 5 S ) � k / . Type of Inspection: , -4,4j Addre irod o pc %ur Date called: f t f Special instructions:. Date wanted: iI �j a.m. P.m. Requester• 1, / flc Phone: 235 73S . `aS Approved per applicable codes. INSPECTION REC Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Corrections required prior to approval. COMMENTS: .� �.V h `.�` ice^ po�. 613 1 1242, (206)431 -3670 Inspector: pate: El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Project: i a5 4461 Type of inspection: /to � / Ag e1319 V „ f lc , • Date called: i 1 7,...3 , f ;Special instructions: _ Date wanted: c a.m. Requester:/) i io, 4./.5 Phone No.: / 5 INSP ION NO. CITY OF TUK ILA BUILDING DIVISION 6300 Southcenter Bl #100; Tukwila, WA 98188 Approved per applicable codes. Inspector: INSPECTION .RE etain a copy with 611 Date: (206) 43670 Correct'•ns required prior to approval. )4/ft 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. Receipt No.: Date: Proje AAk( tS e S 1 T,yre of Inspection: .} ''`,....„.---- ( Fai Ad ress: PAC Ihk,0 Date w4itt i a.M. P.m. I Specta instructions: Requeste Phone: •. INSPECTION RECO Retain a copy with permit INSPECTION NO , CITY OFTUKWIIA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. 09.9.6347 PERMIT NO. (206)431-3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspecti .n, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • Project: Typ of Inspection: Address: - 5ot(o �rtr . I , . Date �al . J. .70 j mil . Special instructions: ( ��G . ' �„e L-11 -- 002 v .. Date ted: do a.m. 2- ?7 2- " J Reque er: Phone:, i /r t� - 1 ft' 4ab. -! %“1 ,4.:T1G tt , INSPECTION RECO Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspecto Date: c I Z . 7 . 0. Ej $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 Corrections required prior to approval. - . s, .z;.k!, :.,i;+,ifei�::%:5++ big%,;: SYt+ r', T, v+.:.' i,. roti.? y. 4: wo:*: �+" ��..:= i ' ✓;�1il:tcL)W:�..�.rX..r4'.v;ir, INSPECTION Retain a copy wi emit PERMIT NO: INSPECTION NO. Approved per applicable codes. ITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA. 98188 (206)431- 36 Type of Inspection: f 5 GGj Date called Date wanted: a.m. / � cJ C� p.m. Project: V&ONeS ;Address: Special instructions: . Reqzster: Phone: Corrections required prior to approval. n COMMENTS: 147 :as st Cd gJ1e Date: 1/1, 0 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: oU Receipt No: Date: • # �� ? ` +• CORRECTION NOTICE C e following items are found to be deficient likkhd not in accordance with the approved plans A c City standards: 7 ' c.u26 6utr'h,P ,9 , /emu Oiek.:r s / F- ,E,xisr/vr-, d,t -v ,J t' aj Id CG S.' CITY OF TUKWILA PUBLIC WORKS ENGINEERING 6300 Southcenter Boulevard Tukwila, Washington 98188 (206) 431 -3674 PERMIT NO. DCI cJ3 ti DATE: c 1 2 _ 3 17 TIME: JOB ADDRESS: / Snob ' Mc AI,J �l J 1 .0 r to Sai4 /1.4) 4Gtiti Ad--0 kit KA d PUBLIC WORKS IN ; °,,i{ , ' Y y r..�, ,'1 t: ,4 • tick 4 r ,, t > . ' ; . City of Tukwila John W. Rants, Mayor Fire Department Thomas P Keefe, Fite Chief TURWILA FIRE DEPARTMENT. 'FINAL APPROVAL FORM Project Name C.iO44. oti c ,S Sited i T 4 7'fO Address !SO 0 S Permit No. 2 03 '9 Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: `Authorized Si ature FINALAPP.FRM o Si Date Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575-4439 Project: ;' • , c ' Type of Inspection: so Address: , — 5Wd %lam Witiy SO. Date called: SP) ' 19 . Special instructions: Date wante ( �� / / a.m. p.m. Requester: V 44 v t4 Phone: INSPECTION NO. Approved per applicable codes. INSPECTION R ► 7 -03ti Retain a copy wit ermit CS CITY OF TUKWILA BUILDING DIVISION , 6360 Southcenter Blvd, #100, Tukwila, WA 98188. PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: r-. 99 127 I ce>vt t at/ a _ f 10 AA 0 / Q " ea 73 gow hi d s i � T CO. di ri,44(64-; V 514 c.iA/`ru.af It GwJM J t& I4fA t4-01 7� L , its 7t am-a/Li ! -t) dater S A• iA" «/ /4 su lah Inspector: f� V Date: li b / $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd•, Suite 100. Call to schedule reinspection. Receipt No: Date: Project: . i ry)04e5 shell Type Type of Inspection: 17.4 d rain Address: / 60626 pacific i4 called: ,3 _ 29 .... c l c i Special instructions: „ / Date wanted: Requester may vv Phone: 2.53-53 .... 6.2.78 253- o7-1,4 / oo c INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. Date: DlTosti 7 CS PERMIT NO. Corrections required prior to approval. COMMENTS: .01179 p.t, fAAcA40,;Kft, cri4.-A chtpAA,,k.,, ak,t4 -12) A,„.5Je crurA - 12) WK.* lAAA. tikr I 7/ 4 5 CilAYV Inspector: b\) El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: e. ffice. elf Project: U eslmones Snell Type of Inspection: -trench LI w Address: 1 506U Pa�;fic Nwy Date called: 3 -2R —q Special instru ' �: . .. , y, ., Date want a.m. 3 -2 q — 9 9 p.m. Requester: D Phone: 255_ 36 3 4,155 INSPECTIOI '"I Retain a copyUdh permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 DR7 o3 . /7 RMIT NO. (206)431 -3670 El Approved per applicable codes. El Corrections required prior to approval. COMMENTS: V Ceht-67)kielten4 , GJ aJ stet ig e..1h cstp_ J- / .� . -0,40-6mtzz fin. /cr) 720 t,,.h e11.4.1 at / yv " /-/ L G V ' M 5 ' c J Inspector: Date: F /1- ? / , 0 $47.00 REINSPECTION.FLE REQUIRED. Prior to inspection, fee must be paid at 6300 Southceriter Blvd., Suite 100. Call to schedule reinspection. Date: Receipt No: COMMENTS: Ty ie of Inspe n 1,8 4 .ZN57"i' // �c' ,J 51 /a i() ) - a.c. 7.7 6 1 - knyt il k 75 5), 1 , 1 ,,e9,01 "% f/1 3, w1 c/� 4/1/14 A 70 , eu cL rc. ��J/ • p.m: Request Phone; „ 3 " e43~ (.X114/1, // A , ;tea, / i / tid v` 7' 54)-1A --e Aa PrRject: • • Ty ie of Inspe n .A dress: j$0 n C I S D ate call 3, k v Special instructions: .. e - ,,q Date w toC� 1 �� 1 m ' • p.m: Request Phone; „ 3 " e43~ 0 s INSPECTION RECORD Retain a copy with permit L� INSPECTION NO. 6 NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Ej Corrections required prior to approval. 01 El $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: 61\) Date: Receipt No: Date: rf Project: ' / ' //yM ' /{+ ti[ 5 �I 104 47 ( �:H. Type Inspection: � e /e cction: : . 7 �y) , , . l IO7 �! Ai Ives :Address: . Date called: • :Special instructions: . 1'L)4--. Date wanted: €-/7-4" a.m. P.m. Requester: PieH/6 Phone: INSPECTION REC Retain 'a copy with permit INSPECTION NO. CITY OF.TUKWILA BUILDING DIVISION '6300 Southcenter Blvd, #100, Tukwila, WA 98188 'Approved per applicable codes. Pra- , r) 5 ( PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: iA/si°, CJ7 7 e. ( lnsp /0 7t 9 • $4 .00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: Proje • , , Type of Inspection: -e G-' :'Ad ress: • • 'r ` Sober P A( 14-t.“{ c . Date call' e Special instructions: Date wanted a.m Reques DAV Phone: INSPECTION NO. INSPECTION REC Retain a. copy with permit CITY OF TUKWILA BUILDING DIVISION . . 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. fl Corrections required prior to approval. COMMENTS: / G — $47 0 REINSPECTION FEE REQUIRED. Prior to inspe tion, fee must be paid . at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: �� ... PERMIT NO. (206)431 -3670 COMMENTS: ro•uliftPlalligeoni•A s A. Alc_gc,--exi e704 p,vc/- f‘...te e-- ‚ lcsei 4um 0.0t, il-104 "-ow) 49voe.,c grw 7/144 04... .4c.M 0.)R AM 7:_‘ /6)4 / S p cia'..z /.4-7 -1'0:41.77 4,57e-7/41 1.-4.1&//ve'esd ce972 1.-ece,74coilack7253( - __21qNtraASSRMSP 754-6 "1,x/0 caer,N,Ei7oxi Proiect: Ye s genU S A s p eA• : f077 d 07 Acld; . 4 , 0 lcsei 4um Dat1 Da7wantoV 9'9 Specia instructions: grw 7/144 04... Phone: ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 fl Approved per applicable codes. • e 1041, INSPECTION REC Retain a copy with permit p9.7-054t1 PERMIT NO. (206)431-3670 Corrections required prior to approval. .46,111ffet#,„ El $47.0 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: " „ .; . • . COMMENTS: 41 07.77 / 96 . _ / e / e y bed / A .. 6 - //■1410/6 g7 0/ 4Cde--5 Address: 0 0 (i) Polore ,47 ,,-6-57 ,49r.~14. 7 ,./44c .42. z,i-Jr77-/ -5 2" e.60g /.fte" 7t ie7e ie".77-4-z c-6 ,egs7t9$1 l eev75/0-,-(is i ite/x4.9770,(.7 oc: vie/A44-e.es Date wanted: c 9.1, LI ' 7 1 Project: Type of InspVoc4n:rc . \ FrA LA Address: 0 0 ? I - .S . Date called: .Special instructions: ....._ Date wanted: c 9.1, LI ' 7 " Requester: v a Phone 5I-to. so , !? INSPECTION REC Retain a copy with permit INSPECTION NO CITY. OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 D 9 PERMIT NO. (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. 4I APF / / ile.0 /44 ri $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: COMMENTS: , , +7 Prxex. ‘05 S o/c, Al- ' mstf. 0‘ 0 - O'L 7 I' : sicl, 1,14zk 4-7 A4.SES - (41 /j 5 1*..-Hii1t, 044-7 g ,e.e.0(4 0 ve- t oose . 5 0 / C — 4.70 7 .e/(-76//- ' /1-'40-0 W/ A/07e s - Date edi 1 12. q a.m. ce57 1 a . • igivcs .... v) 14 Pto,L • P ect: • is S , +7 Prxex. Typf Ins N17) cress: 7 144 - (41 /j 5 Date called. 1 bohq ,5 : Special instructionswant . Date edi 1 12. q a.m. ce57 Re .... v) 14 Pto,L • INSPECTION RECO Retain a copy with permit INSPECTION NO: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 9818 N9-034.41 PERMIT NO. (206)431-3670 •El Approved per applicable codes. corrections required prior to approval. E} $47.11 REINSPECTION EEE REQUIRED. Prior to insp ction, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: .`,. • - ••-• .••••• • esponse;to Correction`Lettter, DEPARTMENTS: Building Division Py� lic Works P 6'3 DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete JZ Comments: TUES /THURS ROUTING: Please Route Routed by Staff REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) Approved n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: Approved Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: \PR•ROUTE.DOC 6/98 �riru� C.Otrct. PLAN REVIEW /ROUTING SLI Fire Prevention Structural (if routed by staff, make copy to master file and enter into Sierra) Planning Division n Permit Coordinator II DUE DATE: 6 -3 -99 Incomplete n Not Applicable No further Review Required n DUE DATE: 7 -1 -99 Approved with Conditions Not Approved (attach comments) DUE DATE: DATE: 310.402101:ftiiitaiOjeat yt: DEPARTMENTS: Building Division Public Works Complete ri 11 PLAN REVIEW/ROUTING SLIP Ti REVIEWERS INITIALS: Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 6-3-99 Incomplete Ti Comments: TUES/THURS ROUTING: Please Route Routed by Staff (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) Approved ri Approved with Conditions Not Approved (attach comments) n REVIEWERS INITIALS: CORRECTION DETERMINATION: \112.120U1E.DOC W913 Ti Permit Coordinator ri DATE: Planning Division Not Applicable Ti No further Review Required Ti DATE: 6-03- Fi DUE DATE: 7-1-99 3 ff DUE DATE: Approved ri Approved with Conditions ri Not Approved (attach comments) ri 517) REVIEWERS INITIALS: DATE: L : PLAN /R UTING 6LIP •'ACTIVITY.NUMBER: D97 -0347 DATE:: 4 - 13 -99 PROJECT NAMES DESIMONES SHELL STATION Original Plan. Submittal • Response to Incomplete Letter Response. to Correction Letter # ' XX ,Revision #' 3 AfterPermit'Is Issued DEPARTMENTS: Building Division Public Works TUES /THURS ROUTING: Please Route Approved E \PR•ROUTE.DOC 6/98 Fire Preveption Structural.. Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division Permit Coordinator • • DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 4 - 15 - 99 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 5 - 13 - 99 Approved ❑ Approved with Conditions C Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE. Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: it DEPARTMENTS: Building Division Pubitc Wors L x,47 f'i \PR•ROUTE.DOC 6/98 P6ryn't.t• Coord. PLAN REVIEW /ROUTIN ACTIVITY NUMBER: D97 -0347 PROJECT NAME: DESDIONES SHELL STATION Original Plan Submittal. DATE: 3 -10 -99 Response to Incomplete. Letter Response to Correction Letter # Revision # 2 After Permit Is Issued DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES/THURS ROUTING: Please Route Fire Prevention Structural Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Approved — Approved with Conditions 2 Approved ❑ Approved with Conditions ❑ Planning Division Permit Coordinator DUE DATE: 3 - 11 - 99 Not Applicable n No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 - 8 - 99 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) C REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division Public Works TUES/THURS ROUTING: Please Route Approved ❑ \PR- ROUTE.DOC 6/98 REVIEWERS INITIALS: Fire Prevention Structural n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0347 DATE: 3 -10 -99 PROJECT NAME: DESIMONES SHELL STATION Original Plan Submittal Response to Incomplete. Letter Response to. Correction Letter # XX Revision # 2 After Permit Is Issued Planning Division Permit Coordinator C DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -11 -99 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: Routed by Staff 0 (if routed by staff, make copy to master file and enter into Sierra) No further Review Required n REVIEWERS INITIALS: DATE: 3- It - APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 4 -8 -99 Approved with Conditi Not Approved (attach comments) ❑ Le' Q�,p»OJa.t le t � DATE: 3 - Z CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ACTIVITY NUMBER: D97 -0347 DATE: 2-3 -99 PROJECT NAME: • ` DESIMONES SHELL STATION Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # _EL_ Revision # 1 After. Permit Is Issued DEPARTMENTS: Buil'di�g�iv� ion ublic Works L c.. PLAN EW/ROUT�SLI P DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -4 -99 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route \PR- ROUTE.DOC 6/95 Fire Prevention Structural Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) Planning Division ❑ Permit Coordinator 41 No further Review Required REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -4 -99 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: Yahaa'07zwt[)•mic ;a+t mmile.11 tart nliiaiffi• NATI tc+i>+nwcntxna ..e.nw••• ern. empworemnwK..••.., A.. .H.,,•.ew-...»..•..........:.... .........,,.,.......m .•, "r' DEPARTMENTS: Building Division Public Works ❑ Complete Routed by Staff ❑ (if routes REVIEWERS INITIALS: Approved' REVIEWERS INITIALS: ■ by st • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PROJECT NAME: DESINONES SHELL STATION D97 -0347 DATE: 2 -3 -99 Original. Plan Submittal Response to Correction Letter # X Revision # 1 After Permit Is Issued Response to Incomplete. Letter. Fire Prevention Structural DETERMINATIO OF COMPLETENESS: (Tues, Thurs) DUE DATE: 2 -4 -99 Comments: TUES/THURS ROUTING: Please Route APPROVALS O CORRECTIONS: (ten days) Appro\ ed with Conditions ❑ Not Approved (attach comments) Li DATE: Z S i c ] CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ \PR.ROUTE.DOC 6/98 E ;'make copy to master file and enter into Sierra) Planning Division ❑ Permit Coordinator ❑ Incomplete Not Applicable No Review Required DATE: DUE DATE: 3 -4 -99 DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: :i; P.: .'4 ,4i1'lv.'fiC17fre :tf ..+i:!".t ,S`Ari:+', : DE ARTMENTS: B i ing Division ❑ Pub is W h !' ❑ Complete Comments: 1PR•ROUTE,DOC usa TUES /THURS ROUTING: Incomplete Please Route ❑ APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ CORRECTION DETERMINATION: Approved ❑ Approved with Conditions E C. Pent40 Coati CO py PLAN REVIEW /ROUTING SVIP w .c z y .:l ACTIVITY NUMBER: D97 -0347 DATE: 7 -9 -98 PROJECT NAME: DESIMONES SHELL STATION Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter XX Revision After Permit Is Issued :0511 Fir e Prevention ❑ n DETERMINATION OF COMPLETENESS: (Tues, Thurs) REVIEWERS INITIALS: Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: P annin Divis on er f Coordmatol` • DUE DATE: 7 -14 -98 Not Applicable ❑ No further Review Required DATE: DUE DATE: 8 - 11 - 98 Not Approved (attach comments) ❑ DATE: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: :''rh' Arite& 4. i2z: hf!" b' M1 '.EPnl.rs' "k"+{!F:tFf'Ctnt 4. x-z e4 tkv: los tRSSFmS7,ratz.i!eVai S: ttiF' .u?'sFYf77ts'UN4*:!'xt^n�S+!noe our'.mwawinmKMOwevsa PLAN REVD Cd / SLIP ACTIVITY NUMBER: D97 -0347 DATE: 7 -9 -98 PROJECT NAME: DESIMONES SHELL STATION Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision After Permit Is Issued DEPARTMENTS: B i `2 g Division El P fit-Wlrkisilli ub ❑ ;lt I Fir Prevention ��" 1 - 011( Str c ural w , DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7 -14 -98 Complete ❑ Incomplete Not Applicable ❑ Comments: TUES /THURS ROUTING: Please Route Approved REVIEWERS INITIALS: Approved E \PR•ROUTE.DOC 6/98 Approved with Conditions Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: No further Review Required APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -11 -98 Planning Division Permit Coordinator Not Approved (attach comments) ❑ CORRECTION DETERMINATION: DUE DATE: DATE: D -11 1 - 1 • Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: ;S\SAP:ht i fi ?1 CS7' i6Jilf SGS IACY. 3 ». ACTIVITY NUMBER: D97 -0347 DATE: 7 -9 -98 PROJECT NAME: DESIMONES SHELL STATION Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision After Permit Is Issued DEPARTMENTS: Building Division O Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete Incomplete ❑ Comments: TUES/THURS ROUTING: PLAN REVIEW /ROUTING SLIP Structural Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved El Approved with Conditions ❑ V'R.ROUTE.DOC 6/98 Fire Prevention Planning Division ❑ Permit Coordinator ❑ DUE DATE: 7 - 14 - 98 Please Route ❑ No further Review Required DATE: Not Applicable E DUE DATE: 8 -11 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DEPARTMENTS: Building Division Public Works TUES/THURS ROUTING: REVIEWERS INITIALS: \PR•ROUTE.DOC 6/98 a a' PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0347 DATE: 7 -9 -98 PROJECT NAME: DESIMONES SHELL STATION Original Plan Submittal Response to Incomplete Letter Response to Correction Letter # XX Revision After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 7 - 14 - 98 Complete ❑ Incomplete ❑ Not Applicable ❑ Comments: CORRECTION DETERMINATION: Approved ❑ Approved with Conditions Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 8 -11 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) REVIEWERS INITIALS: DATE: • Planning Division Permit Coordinator DATE: 7— ( y `9) DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: � ACTIVITY NUMBER: ,b l 17v PROJECT NAME: I&P/JI 414- "'eS �. DEPARTMENT: Building Division ❑ Public Works DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete E Comments: TUES/THURS ROUTING: Please Route jg Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: air 1PR•ROUTE.DOC 1/98 APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions Icg REVIEWERS INITIALS: i'2 - 2 CORRECTION DETERMINATION: Approved ❑ Approved with Conditions ❑ DUE DATE:✓ Planning Division ❑ Permit Coordinator ❑ Zo Not Applicable No further Review Required DATE: 5 /20/90 DUE DATE: - S1 743 /? Not Approved (attach comments) ❑ DATE: 5 /21 6 DUE DATE: Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: DARTMENT: Building Division UrlW s -1 -9 s Complete Comments: TUES /THURS ROUTING: Approved \PR•ROUTE.DOC 1/98 N Fire Prevention Pr S actor I Q S -II.4 DETERMINATION OF COMPLETENESS: (Tues, Thurs) PLA?erniu+ EV IW /ROUTING SLIP ACTIVITY NUMBER: D97 -0347 DATE: 2 -26 -98 PROJECT NAME: DESIMONE'S SHELL STATION — CORRECTION LTR #1 Pit 4 Planning Division Per Coordinator DUE DATE: 3 - - 98 Incomplete E Not Applicable E Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 - 17 - 98 Approved with Conditions ❑ Not Approved (attach comments) n REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: fi lt> ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division Public Works ❑ D97 - 0347 Structural TUES /THURS ROUTING: Please Route APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions \PR•ROUTE.DOC 1/98 Fire Prevention ❑ PLAN REVIEW /ROUTING SLIP DATE: 2 -26 -98 DESIMONE'S SHELL STATION — CORRECTION LTR #1 Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 - - 98 Complete Incomplete ❑ +1 Comments: Not Applicable ❑ No further Review Required DUE DATE: 3 - 17 - 98 Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) I 8 REVIEWERS INITIALS: DATE: 3 Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: r, � ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division Public Works PLAN REVIEW /ROUTING SLIP D97 -0347 DESIMONE'S SHELL STATION — CORRECTION LTR #1 Fire Prevention Structural DATE: 2 -26 -98 Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -3 -98 Complete ❑ Incomplete ❑ Not Applicable J Comments: TUES /THURS ROUTING: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) REVIEWERS INITIALS: DATE: 3/ APPROVALS OR CORRECTIONS: (ten days) DUE DATE: 3 -17 -98 Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE: Approved ❑ REVIEWERS INITIALS: DATE: 1PR•ROUTE.DOC 1198 Approved with Conditions ❑ Not Approved (attach comments) ❑ ACTIVITY NUMBER: PROJECT NAME: DEPARTMENT: Building Division Public Works TUES/THURS ROUTING: REVIEWERS INITIALS. REVIEWERS INITIALS: Approved 1PR•ROU rE.DOC 1198 PLAN REVIEW /ROUTING SLIP CORRECTION DETERMINATION: D97 -0347 Fire Prevention Structural APPROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions DATE: 2 -26 -98 DESIMONE'S SHELL STATION — CORRECTION LTR 11 Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues, Thurs) DUE DATE: 3 -3 -98 Complete Incomplete ❑ Not Applicable ❑ Comments: Please Route ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DATE: • - 5 - DUE DATE: 3 -17 -98 Not Approved (attach comments) DATE: > > DUE DATE: Approved with Conditions E Not Approved (attach comments) E REVIEWERS INITIALS: DATE: AaR S r at amoo.nmax:011141.1i..*15411mfotW s o mu aaisb'+ etwk ais nu n nla+a PROJECT NAME. DEPARTMENT: Building Division Public Works PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D97 -0347 DATE: 2 -26 -98 S DETERMINATION OF COMPLETENESS: (Tues, Thurs) Complete ❑ Incomplete ❑ Comments: TUES /THURS ROUTING: Please Route REVIEWERS INITIALS: / APPROVALS OR CORRECTIONS: (ten days) Approved El REVIEWERS INITIALS: C,—/ CORRECTION DETERMINATION: sPR.ROUTE.DOC Structural Fire Prevention DESIMONE'S SHELL STATION — CORRECTION LTR #1 Planning Division ❑ Permit Coordinator DUE DATE: Not Applicable ❑ No further Review Required Routed by Staff ❑ (if routed by staff, make copy to master file and enter into Sierra) DATE: . 5 — w DUE DATE: Approved with Conditions Not Approved (attach comments) DATE: t 1 p 6 I to DUE DATE: Approved ❑ Approved with Conditions E Not Approved (attach comments) ❑ REVIEWERS INITIALS: DATE: COMMENTS PROJECT NAME COMPLETE Ej D EPARTMENT: S U e ILDING DMSION C 0 - q7 UBLIC WORKS 0.15;0 'd qtr)= 4`.' YD¢ JaY7§".` 'ttYi3MX1k'NV:WON:a:14:1;r44) :: n+ M Yr•.rna:,b8 Permi+ Cocrcl. CoP'/ PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D . 03 DATE 11 7 Deimofle3 5heIl Sion FIRE PREVENTION PLANNING DIVISION t54 DETERMINATION OF COMPLETENESS: (T,Th) n,.m ruA'� �� -1 -G7 � -mil I• -a1-�� STRUCTURAL PERMIT COORDINATOR 1 5e NOT COMPLETE DUE DATE NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED 0 ROUTED BY STAFF Ej (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) DUE DATE gin Piannirq APPROVED El APPROVED W/ CONDITIONS n NOT APPROVED (attach comments) Q,VU Crec' Lastbs 401 11. o • f'7.. gap REVIEWERS INITIAL DATE CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS p DATE u ••7o DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) iii, kt-, ':a:4•S's. : :44 e4.0.1 :1 °4, 11, ?.Malf,` Fn C:ROUTE -F REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL v!,24 ?.9f.. lriAW5'.M.f•:G .IstiviOri t vir,nn1m4 :e4ia PLAN REVIEW / ROUTING SLIP ACTIVTIT NUMBER tPfl0 DA;Jj7 PROJECT NAME Deinc e shell 5*th b') DEPARTMENT: BUILDING DIVISION a FIRE PREVENTION El PLANNING DIVISION d PUBLIC WORKS 17 STRUCTURAL E PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE COMPLETE NOT COMPLETE Ei NOT APPLICABLE 0 COMMENTS TUES /THURS ROUTING: PLEASE ROUTE [ NO FURTHER REVIEW REQUIRED L__1 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) t APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) Q / /"Z-b? i CORRECTION DETERMINATION: APPROVED APPROVED W/ CONDITIONS DATE DATE Y1. di DUE DATE 1 I I 9 7 DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. tik e. 1 W, ��RYr�rAWagliiligatiF&ITV "cit$V4:t4X3::uARAMAMr..l, ACTIVITY INTJMBER 1:Pri • 0 34'7 DATE 1L• s-97 PROJECT NAME Desiniones shell 5 DEPARTMENT: BUILDING DIVISION [l FIRE PREVENTION PLANNING DIVISION 0 PUBLIC WORKS STRUCTURAL 0 PERMIT COORDINATOR 0 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE • COMPLETE 0 COMMENTS ' REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP NOT COMPLETE • TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) I APPROVALS OR CORRECTIONS: (ten days) APPROVED 11 APPROVED W/ CONDITIONS /471 REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED CJ APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DATE 0/9 pf DATE 4 NOT APPLICABLE 0 n:.� yrZ.; tbrnfltt' A�^.l iAiq' �! �57�.. UOaKY,trftnw.m..rw.�..,wnHed� DUE DATE 11-.70 NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) 1 .4,1%; ,- 6;.:.:14:11. , .1.::::x. - . ' , : r.:= T BUILDING DIVISION PUBLIC WORKS COMPLETE 4 NOT COMPLETE El COMMENTS REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) APPROVED APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F ;Y. ° 4;iLSi "Si 2S Ytf sl8isa:8. { APPROVED W/ CONDITIONS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE DATE DATE ' ` L l AMIMMIMMO DATE • NOT APPLICABLE Ei PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER Ern • O 34"7 DATE All 7 PROJECT NAME !)' mon e 5 shell S DEPARTMENT: FIRE PREVENTION PLANNING DIVISION STRUCTURAL PERMIT COORDINATOR 0 TUES /THURS ROUTING: PLEASE ROUTE 1 NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF I I (If routed by staff, make copy to master file & enter Sierra.) I DUE DATE I I I NOT APPROVED (attach comments) DUE DATE NOT APPROVED (attach comments) Q (CerdRcadoa of occupancy required. ) 5:•2 h ?r'Siu�.lSJ:irT.L' S#i1::S7N"r;;XTAktLd•:3.17. 't5�rVd! PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER rPIl 0347 DATE E59, PROJECT NAME Desimones shell 51#i on DEPARTMENT: BUILDING DIVISION FIRE PREVENTION PLANNING DIVISION PUBLIC WORKS • STRUCTURAL PERMIT COORDINATOR DETERIYIINATION OF COMPLETENESS: (T,Th) DUE DATE • COMPLETE E NOT COMPLETE COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL csv I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 11-.70-97 APPROVED n APPROVED W/ CONDITIONS . NOT APPROVED (attach comments) ix REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS , ,k - „Akcat •::07.`'ir 4:Y.47S::i, '1t`-_:Mr:4.:k V.1' .. DATE ` "q7 DATE DATE NOT APPLICABLE ED (Ccr ifiadon of occupancy required. ) DUE DATE NOT APPROVED (attach comments) 0 DESIGN CALCULATIONS '-0" X 96'-0" SHELL CANOPY SEA TAC SHELL SEATTLE, WASHINGTON N. W. CANOPY STRUCTURES CHATTAROY, WASHINGTON ONO OV‘ IAP 1 VtA) PMG 01\1000 REcz.,z3 Nov 1 ' 1991 RECEIVED CITY OF TUKWILA NOV 031997 PERMIT CENTER 4 01,1q I EXPIRES 3/17/ g I SPOKANE. WASHINGTON 0 '03 4117 PROJEC " X 96 SHELL CANOPY SEA TAG SHELL SEATTLE, WASHINGTON N.W. CANOPY STRUCTURES C'HATTAROY , WASHINGTON DESIGN LOADS: MINIMUM LOADS PER 1994 UNIFORM BUILDING CODE DEAD LOAD = 7 PSF LIVE LOAD = 25 PSF (SNOW) WIND LOAD =25 PSF (80 MPH, EXPOSURE C) SEISMIC ZONE = 3 'RECEIVED CITYOFTUITILA NOV 0 5 1997 SPOKANE, WASHINGTON PERMIT CENTER EXPIRES 3/17/ PUR LIN DESIGN CALCULATIONS CITPR IvOy 051 1.1ERmir CENTER SPOKANE, WASHINGTON BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE C SPOKANE, WASHINGTON 99207 ( 509 )487 - 6430, FAX (509)487 - 5179 DE SCRIP TIO N ALL SPANS, SIMPLE SUPPORT ? N SPAN LENGTH ft END FIXITY Lit Fix,Pin,Free =.2,1,0 Rt AISC SECTION » - -- CALCULATED VALUES Fb - Allowable fb Actual fv - Actual Moment @.Left r Right Max. Mom. @ Mid -Span X -Dist Shears: Left Right_ Reactions: Left: bead Live Total Right:Dead Live Total Max. Defl..8 Mid Span X -Dist - - -- BEAM DESIGN DATA UNBRACED LENGTH Fy SECTION AREA BEAM DEPTH USE LL THIS SPAN? UNIFORM DL LL PARTIAL DL LL X -Left X -Right TRAP.... DL @ Left DL @ Right LL @ Left ,' . psi psi psi ft -k ft -k ft -k ft k k k k k k k in ft ft ksi in ^ 2 in BEAM WIDTH in FLANGE /WALL THICKNESS in WEB THICKNESS in I -XX in ^ 4 I-YY in ^ 4 rT, X:Bar, y, LL Spacing APPLIED LOADS Y/N klf klf klf klf ft ft klf klf klf LL @ Right klf X-Left ft X -Right ft MULTI -SPAN STEEL BEAM DESIGN & ANALYSIS Span 1 -I- -Span 2 -I- -Span 3 -I- -Span 4 -I- -Span 5 -I- -Span 6 -I- -Span 7- I- -Span '8 -I y/n 12 24 24 24 ' 12 1 1 1 1 1 ' 1 1 1 w12x14 w12x14 w12x14. w12x14... w12x14 ( 23,760 23,760 23,760 18,583 18,583 11,150 1,612 1,773 1,612 -23.0 -13.8 - 23.0.. -13.8 -13.8 4.8 9.2 13.28 12.00 4.22. 3.84 3.84 3.46 3.84 1.8 1.6 6.3 5.7 8.1 7.3 1.8 1.6 1.6 6.3 5.7 5.7 8.1 7.3 7.3 -1.006 0.054 -0.260 3.360 12.000 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 Y Y 0.07 0.07 0.25 0.25 1 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 Title :20'X96' SHE1;L CANOPY Scope :PURLIN'DESIGN Number:N.W. CANOPY STR. Misc :25 PSF LL Dsngr :S. BOYDSTON Date:30- Sep - 97 . 23,760 18,583 1,773 -13.8 -23.0 4.8 10.72 3.46 4.22 1.6 5.7 7.3 1.8 6.3 8.1 0.054 20.640 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 23,760 18,583 1,612 -23.0 3.84 0.00 1.8 6.3 8.1 -1.008 12.000 I 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 Y Y Y 0.07 0.07 0.07 0.25 0.25 0.25 12 1 1 None w12x14 w12x14 36 23,760 18,583 1,612 -23.0 1.9 6.7 8.6 -0.554 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 23,760 18,583 2,015 - 23.0 13.0 15.04 4.80 3.84 2.88 1.9 6.7 8.6 2.3 2.9 -0.387 13.920 36 4.16 11.91 3.97 0.225 0.200 88.6 2.36 0.95 Y Y 0.07 0.07 0.25 0.25 Page CITY OF TUKWILA N OV 051997 PERMIT CENTER 24; BOYDSTON ENGINEERING SAM BOYDSTON V, 923 E. HOFFMAN, SUITE C SPOKANE, WASHINGTON 99207 (509)487 FAX (509)487-5179 , POINT . . .... . • -..; LL. Ic • • . LL k X . ft LA. LL k ' ft : ; ft-c MULTI-SPAN STEEL BEAM- DESIGN & ANALYSIS •" , ' . • ", ; ," • •• • '• ",. .:• • . • : ",", ," • I • ft • QUERY VALUES Location ft Shear k Moment ft-k ' Deflection in • a can. I acne can .. ....... == SSIZSITSEMitit..21111.72i r 1 7.27=357 ... ' • :23.04 : :13.82 ."i13.82 • • . Title :20'X96' SH CANOPY Scope :PURLIN DESIGN Number:N.W. CANOPY STR. Misc :25 PSF LL Dsngr :S. BOYDSTON Date 30-Sep-97 ... PERMIT CENTER RECEIVED • CITY OF TUKWILA • NOV 0 51997 12.00 ' 24.00 ) 1, 24.00 24.00 " 12.00 1 I II ! 1 ' 111= " 111= -13.82 111= -23.04 • ', R1= 0.00 • R1= 7.30 R1= 8.06 V1= 0.00 • • V1= 3.84 V1= 3.84 72304 =Mr . . : -13.82.741r 0.00 =Mr 8.06 =Rr: i 7.30 =Rr - 0.00 =Rr 3.84 =Ur . 3.84 =Lir . 0.00 =Ur •; M1=-2304 F11=-1382 M1= 0.00 RI= 8.06 R1= 7.30 " R1=000 l/1= 4.22 V1= 3.46 U1=000 . , . -13.82 =Mi" -23.04 =Mr -23.04 , 7.30 r4Rr 8.06 =Rr 8.64 =Rr 3.46 =Vr 4.22 =Ur 3.84 =Ur 1111M1111111111110111111111 12.00 24.00 M1=-23.04 Fil= 8.64 vi= 4.80. 0.00 =11r 2.88 =Rr 2.88 =Ur • CITY 03 1997 PERMIT CENTER EXPIRES 3/17/ BEAM/COLUMN DESIGN CALCULATIONS RECEIVED 0 CITY OF TUKWILA NOV 0 5 1997 • *- PERMIT CENTER SPOKANE, WASHINGTON ? FASTFRAME khTT ?t Y %9:1Yr�i',: tL'R�Cn�W 420,./1 of .MiM�.. ian Two - Dimensional Static Frame Analysis Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE Project Title ERR >20'X96' SHELL CANOPY Project # 25 PSF LL Client N.W. CANOPY STR Scope BEAM /COLS This 2 -D frame consists of : 4 Nodes 5 Nodal Loads 3 Beams 0 Beam Point Loads 5 Load Combinations 0 Beam Distributed Loads 3 Member Properties Date : 01- Oct -97 Time : 05:44:06 AM FASTFRAME is a 2 -D finite element program providing structural analysis & design solutions. FastFrame transforms LOTUS 1 -2 -3 into a full featured structural analysis, design, and graphics system. Full AISC code checking & selection from a 2,700 member database, structure plotting, and member analysis & graphics is provided. FastFrame models rigid frames, braced frames, trusses, and any type of two- dimensional structure. Nodes and Beams are used to define the frame's geometry and member connections. Nodes and Beams also have "restraint" and "release" codes which set how the X, Y, and Z (rotation) degrees of freedom are used. Also, "S" or "D" node restraints specify spring supports and forced displacements. Loads are applied to the frame by using the Node Load, Beam Point Load, and Beam Distributed Load areas. You can apply virtually any type of load, moment, or thermal gradient to the frame. Also, "direction" codes can modify the alignment of a load. Each member has a "property" list which specifies the area, inertia, and other values, including AISC check values. FastFrame let's you "Tag" members (i.e. a W21x55 can be tagged "BM1 "). You can then either assign the tag or actual section label (W21x55) to a member. Load Factors and Load Combinations are used to combine types of loads as required by building codes. The "factor" capability enables FastFrame to assign a single multiplier to each load in a case -or- each combination at run -time. Gravity loads from frame members can also be automatically generated. Output is supplied for node displacements, reactions, beam end shear, axial & moment loads, and AISC unity checks. Full color structure & detailed plots for AISC stress checks are also provided. 'ITF0iri<2"4%'?.5M"CFC Mf:YfrAIVMt.?<.tr n..,. RECEIVE CITY OF TUKWILA NOV 051997 PERMIT CENTER Fl-Full Plot F?-PRINT F8-Options .1= cm 0 rn 11 'n - 6 4 t.0 F9-Unanchoz Property Tag BM COL NODE LABEL 1 2 3 4 Beam Definition I -node J -node 1 2• 2 - 3 • 4 2 1 1 1 3 3 NODAL DATA ( Default Temperature = 0.00 BM BM COL AISC /Other SECTION PROP. LABEL Default W18x35 TS12x8x1 /2 Coordinates X (ft) 0. 18 8.5 18 13 18 8.5 0 Property Label -or- Tag - 2 10.3000 18.3999 NODAL LOAD DATA 1.9 6.7 1.9 6.7 BEAM DATA Boundary Restraints X -dof Y -dof Z -dof (0,1,2,in,K- in,radians) -- End Releases I -end J -end: x y z . x y z BEAM PROPERTIES Area Inertia Elastic Weight Coef. I -xx Modulus Density Therm Ex (in ^2) (in ^4) (Ksi) (K /ft ^3) (/100F) 29000 0.4896 0.00065 510 353 NODE Nodal Loads (K,K -ft) Load Case Factors LABEL Global X Global Y Moment 1 2 3 4 5 1 1 1 1 BEAM LABEL 1 Node Temp --- (F) - -- Fy 36 Beam Length (ft) 8.500 4.500 18.000 Y -Y Axis Flag RECEIVED CITY OF TUKWILA NOV 0S1997 PERMIT CENTER _/ L fNSe ati%F+1ix An *efa K±wna cv Combination Description 1:DL 2:LL 3:WL 4:DL +LL 5:DL +WL 6: 7: 8: 9: 10: 11: 12: 13: NODE LABEL 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 Run 1 1 1 1 1 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 Stress Load Case Multipliers Increase 1 2 3 4 5 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LOAD COMBINATION DATA NODAL DISPLACEMENTS AND SPRING /SUPPORT REACTIONS Load Displacements (in, rad) Comb. X Y Rotation - 0.233 - 0.733 - 0.657 -0.966 - 0.890 -0.233 -0.733 -0.656 -0.966 - 0.889 - 0.233 - 0.733 - 0.656 -0.966 -0.889 - 0.000 - 0.000 - 0.000 -0.000 - 0.000 1 -0.270 - 0.858 -0.465 - 1.128 - 0.735 -0.002 -0.005 -0.000 - 0.007 - 0.002 0.107 0.337 0.246 0.445 0.354 1 0.00285 0.00914 0.00455 0.01200 0.00741 0.00215 0.00678 0.00455 0.00894 0.00671 0.00196 0.00612 0.00455 0.00808 0.00651 - 0.000 9E -14 - 0.000 3E -13 -0.000 4E -13 -0.000 4E -13 - 0.000 4E -13 Factors Y -Load Xgrav Ygrav Flag Reactions X Y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.38 0.00 13.40 2.00 0.00 0.00 18.78 2.00 5.38 (k,k -ft) Rotation 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -8.51 -26.80 - 36.00 -35.31 - 44.51 RECEIVED CITY OF TUKWILA NOV 0S 1997 PERMIT CENTER BEAM LABEL; Load Comb. BEAM END FORCES I Node End ....... Axial Shear Moment Axial (K) (K)---- (K- ft) - -- - - -(K) 1 0.000 -1.900 0.000 0.000 2 0.000 -6.700 0.000 0.000 3 -2.000 -0.000 -0.000 2.000 4-4 0.000 -8.600 0.000 0.000 5 -2.000 -1.900 0.000 2.000 2 1 0.000 2.058 8.905 0.000 2 ' 2 0.000 6.700 30.150 -0.000 2 3 .. 0.000 0.000 -0.000 ' 0.000 2 4 0.000 8.758 . 39.055 0.000 2 5 ' 0.000 2.058 8.905 0.000 3.' ..1 5.381 . -0.000 -8.511 -4.255 3 '2 . 13.400 -0.000 - 26.800 - 13.400 3 3':.. 0.000 - 2.000 - 36.000 0.000 3 4. 18.781 - 0.000 - 35.311 .- 17.655 3 5 5.381 -2.000 - 44.511 - 4.255 ....... J'Node End Shear ' Moment (K)----(K-ft)-- 2.198 -17.415 6.700 - 56.950 0.000 -0.000 8.898 - 74.365 2.198 -17.415 -1.900 6.7 -0.000 -8.600 -1.900 0.000 0.000 2.000 0.000 2.000 - 0.000 -0.000 0.000 -0.000 -0.000 8.511 26.800 0.000 35.311' 8.511 CITY OF TUK yILA NOV 0 5 1997 PERMIT CENTER BEAM Load Overall 'I' Center Points LABEL Comb. Maximum Node 1/4 1/2 3/4 2 2 ' 2- 2 2 . 3 AISC UNITY CHECK 'RESULTS , 0.181 0.592 0.009 0.773 0.190 0.078 0.264 0.000 0.342 0.078 0.091 0.274 0.309 0.364 0.400 Node : .• 0.000 0.043 0.087 0.133 0.181 0.000 0.148 0.296 0.444 0.592 0.009 0.009 0.009 0.009 0.009 0.000 0.191 0.383 0.577 0.773 0.009 0.052 0.096 0.142 0.190 0.078 0.058 0.038 0.019 0.000 0.264 0.198. 0.132 0.066 0.000 0.000 0.000 0.000 0.000 0.000 0.342 0.256 0.170 0.085 0.000 0.078 0.058 0.038 0.019 0.000 0.091 0.090 0.089 0.088 0.087 0.274 0.274 0.274 0.274 0.274 0.309 0.232 0.155 0.077 0.000 0.364 0.363 0.362 0.362 0.361 0.400 0.321 0.243 0.165 0.087 RECEIVED CITY OF TUKWILA NOV 05 1997 PERMIT CENTER • fi COLUMN FOOTNIG DESIGN CALCULATIONS RECEIVED SPOKANE; WASH INGTOkWOFTUKWILq NOV 0 5:1997 PERM T CENTER BOYDSTON ENGINEERING SAM BOYDSTON 923 E.HOFFMAN, SUITE C SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 DESCRIPTION ALLOW PASSIVE psf MAX PRESSURE psf LOAD DURATION FACTOR POINT LOAD LOAD Ht. DIST. LOAD START HT. END HT. WIDTH /DIAMETER in CIRCULAR ? y/n RESTRAINED ? y/n SUMMARY Moments @ Surface: Point. Load ft -# Uniform Load ft -# ... Total Moment ft -# Total Lateral Load lbs - -- NON - RESTRAINED lbs ft # /ft ft ft Min. Req'd Embedment A(1 +(1 +4.36h /A) ^.5)/2 A= 2.34P/(S 1 b) ft Press @ 1/3 Embed.: Actual psf Allowable psf RESTRAINED Min. Req'd Embedment (4.25 P h /S3 b) ^.5 ft Pressure @ Bottom Actual Allowable Surface Restraint Force DESIGN OF EMBEDDED POLE FOOTINGS psf psf lbs 200 3,000 1 3,531 10.00 36 36 36 36 Y Y Y Y N Y N' Y 35,310 35,310 3,531 9.44 629 629 Title :20'X96' SHI L CANOPY Scope :COLUMN FOOTING Number:N.W. CANOPY STR Misc :25 PSF WL Dsngr :S. BOYDSTON Date:01- Oct -9 200 200 200 3,000 3,000 3,000 1 1.33 1.33 3,531 4,451 4,451 10.00 10.00 10.00 35,310 35,310 3,531 6.30 6.19 1,260 1,260 10,459 44,510 44,510 44,510 44,510 4,451 4,451 RESULTS 9.23 820 819 1,646 1,646 13,341 Page 1.33 RECEIVED Orry OF TUKWILA NOV 05 1997 PERMIT CENTER • COLUMN BASE PLATE DESIGN CALCULATIONS gi 4.1 • PERMIT CENTER 0,..e .t BOYDSTON ENGINEERING SAM BOYDSTON 923 E. HOFFMAN, SUITE .0 SPOKANE, WASHINGTON 99207 (509)487 -6430, FAX (509)487 -5179 DESCRIPTION /S DESIGN DATA AXIAL LOAD X -X AXIS MOMENT AISC SECTION NAME k ft -k - - - -» TENSION CAPACITY /BOLT k # BOLTS PER SIDE BOLT AREA in ...DIST. FROM PL EDGE in BASEPLATE HEIGHT in WIDTH in SUPPORT PIER HEIGHT in " WIDTH in f'c psi Fy ksi LOAD DURATION FACTOR AISC SECTION DEPTH in FLANGE WIDTH in FLANGE THICKNESS in WEB THICKNESS in PLATE DESIGN MIN. REQ'D THICKNESS in Plate Analysis Type Anchor Bolt Tension k (per bolt) Actual Bearing psi Allowable: Max. Plate Allowable Per ACI 10.15 Per AISC 1.5.5 Capacity for Bearing k PLATE ANALYSIS - - - - »> ACTUAL PLATE THICKNESS in Max Allow Plate Fb ksi Actual fb ksi Title :20'X96' SILL CANOPY Scope :COLUMN BASE PLATE Number:N.W. CANOPY STR Misc :25 PSF WL Dsngr :S. BOYDSTON Date:01-Oct -97 AISC BASE PLATE DESIGN 18.781 5.38 35.3 44.5 TS12x8x1 /TS12x8x1/ None 15.7 2 0.7851 2 19 19 36 36 2,500 36 1.00 12.00 8.000 0.500 0.500 0.84 1 9.20 631 15.7 2 0.7851 2 19 19 36 . 36 2,500 36 1.33 12.00 8.000 0.500 0.500 0.78 1 15.53 767 2818.421 2818.421 1657.894 2205 598.5 796.0 27.00 35.91 18.83 21.62 3,000 36 1:00 None 3 , 000 36 1.00 Page None 3,000 36 1.00 Use If Actual Thickness Varies. From Min. 1 1 RECEIVED CITY OF TUKWILA NOV 0 , 1997 PERMIT CENTER �/ TO FROM: DATE: SUBJECT: City of Tukwila Department of Public Works Brenda Holt, Permit Coordinator Joanna J. Spencer, Public Works development Engineer June 3, 1999. DESIMONES SHELL STATION Revision No. 4 ( Received on 6/01/1999) Permit Number: D97 -0347 Review Approval The above revision submittal, sheet Al, covers modifications to two accesses along Pacific H has been approved on June 3, 1999. This approval has been entered into the Sierra Permit System. JJS /jjs cc : Applicant (with copy of revised plans) Development File (with copy of revised plans) PW Utilities Inspector (with copy of revised plans) John W. Rants, Mayor James E Morrow, P.E.; Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax: (206) 431 -3665 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 5/27/9 9 Plan Check/Permit Number: 1) 7 - 03117 ❑ Response to Incomplete Letter ❑ Response to Correction Letter 21 Revision after Permit Issued -ci Project Name: D 2 ill Dilly S ,5j1 :/I 51»7 ?0f Project Address: /50 b0 Pi / /1G 717160y r5v Contact Person: R/GitAi-0 )(Oitl Phone Number: (2.O2) 772- 7087 Summawrpf Revision: DU 7`7 ol)/r / l /i r ,vEC6 Si44Y roc cP ss fb/,vfs ,/) p i? -tI4 ie SOiSi ,c6 ,vU,ell 4 7447.= rfatrcer�..,v7 6 Submitted to City of Tukwila Permit Center [Entered in Sierra on ( ..,-c:349 CITY OF TUKWILA JUN 0 1 1999 PERMIT CENTER Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. - ern 062.cr- 314199 MAY-27-1999 09:09 AM RSC� `4ON ARCHITECT b5/29/1999 1i9:4L 86398. RECEIVED CITY OF TUKWIi.A , JUN 0 1 1999 • PERMIT CENTER INSERT 'Y AND CONNECT oiL/WATER SEPARATOR. STALL OIL/WATER PARATOR - Ti' ,ULT 660 •U AL ND )S N 1 2, 'ER TL /c'ca R1 I 12'�!3.28. lE i`NE;)+•32D.3 PLIJ E( 1 2'N)- 2R8 cx. uH rzi N..a30.y IEim313.8 • TYPE 1 CO ©' RIM .,¢ }E .330.8 N# D. Ca IZ =21. . 1■4) ki 1 laa,/ 77 1 17 -e) / r_.i.n. ».a. M. •..^"^r P.r>v .rxtt...rn!`.tiYtT.�' ..• FnT "�7tv:?CV:!tnLa'!;•u..k:at)Pr!: 3.}19: fur`{�7.;.4.^:'� + J '4:;�Ye:"�.'�:.:. a . 206, — 72 9194 P. 02 APS SERVICE '• • :FIT RIPRAP IE•331.8 3S- GRASS-LINED S W4 . net 141.1 .. �,..y N.. P • PAGE in k*KI ICI S'wsa , .• .■•••,,,,,,"", ' , tJ V$ h,;t CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: 61/27 9 ❑ Response to Incomplete Letter ❑ Response to Correction Letter 0 Revision after Permit Issued Project Name: Da j: jyl D/tlj 5JI 51 -77011 Project Address: /50 b U P4C/ /C GA.l �l 6 . Contact Person: RRCItt? � l�)(04 / Phone Number: 0-O) 7 7 - 70fj7 Summary of Revision: igC65144--7 R457/0 prrt/c.0 Mi2 50oi2* AcGfe; S ca S /5 ,4e/oc. r E0 Submitted to City of Tukwila Permit Center [� Entered in Sierra on Co 2N Plan Check/Permit Number: /) g 7- 03 7 try atil/TY /2 /f Gvti1P /i r 1T /5 fss /bhArts /A) 6? LA FA) riy AkheA w /pF��O -2 cws(1 - CIN OF TUKWILA 1 U 14 A 1 1999 PERMIT CENTER Sheet Number(s) I "Cloud" or highlight all areas of revisions and date revisions. 3/4/99 t, r j _,/ •:f MAY -27 -1999 09 AM - bhJ2 /1999 89:41 • �: +.4'.Yt{' •`r: i'( ":'.'.� i' 4,+IJ<.Y:.!t �. . ^�:ra5= .!4 ^:ntlK 4: T+e:.A•+SYVt•':..i•• RSCC1.•'CH ARCHITECT 86398 Y. +r.• .Y.t•f+n.•i..ai.y.. sww Ky..'.h::i'S'fY.Y;Iw.T • y..;nN!!- :Nt•:4'Y.:S s;A: �vY!1�J.kM•K..:t.n.. ?fW4: 1'v(::�vSCF. *�t.•C`.^Y:L.v.. APB SERVICRS 206 772 8194 P.02 PAGE 03 X aq S llama cg fl!M. �• 1 JE;322. 7 INSERT 'r AND CONNECT OIL/WAIER SEPARATOR. A. STALL OIL/WATER PARATOR — UTILITY ,ULT 660—SA OR •UAL n D' )S N 12, 'ER TL cs RI14 1 12328.8 IE 4' •32D.5 PU.1 1 12'14042W! pc. NH NII.trJ30. fi RECEIVED C,KTY.OF TUKWILA JUN 0 1 1999 PERMIT CENTER • tot= 5177 /4? 'ui / 0' ss .—. '11 TO; RIPRAP IE0331.4 " 35' GRASS —LINED SWAI)E c••') AIM 1m. Ork At,r QOM 3 C Itairturosms„ aksxemain: 'Attention: Mr. Dave Thomas PACRIM GEOTECHNICAL GEOTECHNICAL ENGINEERING AND APPLIED EARTH SCIENCES 10700 Meridian Ave. N., Suite 210 • Seattle, WA 98133 • Phone: (206) 365.8770 • Fax (206) 365 -840 1 , } t '26'1999. April 23, 1999 DEVELOPMENT .R.ECEIVEP Report Geotechnical and Construction Monitoring Services SeaTac Shell Service Station 15060 Pacific Highway, Tukwila. This letter documents the results of our geotechnical and construction monitoring services for the SeaTac Shell Service Station. The project consisted of a new canopy 20 feet by 96 feet which was supported by four caissons founded 10 feet below the existing pavement. Our services were provided between February 9 and February 17, 1999 . generally in accordance with our proposal. The soils at the proposed foundation level consisted of silt and sand with soft clay seams (fill) and was found to be incapable of providing the.design bearing capacity of 2000 psf. The soils at the caisson locations were overexcavated between 3 and 4 feet and backfilled with quarry spalls. The quarry spalls were placed in 1 foot lifts and compacted. After placement of concrete for the caissons Type 17 material consisting of silty sand with some gravel was placed in thin lifts and compacted to at least 92 percent of the • maximum dry density as determined by ASTM test procedure D 1557. The top 3 feet was compacted to at least 95 percent of the above criteria. Based on our inspection and testing we conclude that the caissons are capable of • supporting the design bearing pressure of 2000 psf. We also confirm that the fill soils are compacted to the project specifications. Details of our inspection are presented in our "Daily Field Reports," which are attached and form the appendix to this report. If you have any questions regarding this letter please call us. ►ttachrnents ' =` ppendix = Daily Field Reports r lrs t J ti��y PIMES .,"- II I a F r o ana':L: c1,atna.'P.E ��n Date: 2 -9 -99 Job Number: 076 -001 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Jim McElroy Weather: P. Cloudy, 40° F Report Sequence No.: DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Today I was present at the SeaTac Shell Service Station site from 1:30 p.m. until 2:30 p.m. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative visit the site to verify bearing capacity of four caissons used in support of a 20 feet by 96 feet canopy. When I visited the site, the caisson molds and rebar cages were already set and material had been backfilled to within about 3 ft of the ground surface. Since the caisson molds had been placed, I was unable to inspect the suitability of the foundation. I informed Ray, Superintendent for APS, that the caisson molds would have to be removed, and backfill material excavated to below footing grade to allow for proper inspection of the subgrade. Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Signed: v PacRim Geotechnical Inc. DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Equipment on site Ford 575E Rubber Tired Backhoe Kobelco Excavator Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Date: 2 -10 -99 0 Job Number: 076 -001. Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Jim McElroy Weather: P. Cloudy, 40° F Signed: Report Sequence No.: Today I was present at the SeaTac Shell Service Station site from 2:15 p.m. until 3:30 p.m. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative visit the site to verify bearing capacity of four caissons used in support of a 20 feet by 96 feet canopy. When I arrived on site, APS was excavating in the vicinity of caisson #1, located near the southern most extent of the property. The excavation extended about 13.5 feet below the ground surface, and measured approximately 8 feet by 8 feet in plan view. Soil (fill) exposed in the excavation generally consisted of silty sand with gravel and occasional clayey pockets, and was generally free of ponding water. The soil at the base of the excavation was determined to be inadequate for support of the 2000 psf (pounds per square foot) required for bearing. Since APS had over - excavated nearly 4 feet beneath the planned caisson depth, replacement of excavated material with 2 to 4 -inch crushed rock or quarry spalls was recommended to attain the required bearing capacity. APS placed approximately 3.5 feet of 4 to 6 -inch quarry spalls in 1 -foot lifts in the base of the excavation. The spalls were then pressed into the subgrade following placement of each lift. After placement of the quarry spalls, the foundation was determined to be capable of supporting the required 2000 psf in bearing. PacRim Geotechnical Inc. DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Equipment on site Ford 575E Rubber Tired Backhoe Kobelco Excavator 4' Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Job Number: 076 -001 Date: 2 -11 -99 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Kiet Lieu Weather: P. Sunny, 50° F Report Sequence No.: Today I was present at the SeaTac Shell Service Station site from 9:45 A.M. until 3:30 P.M. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative visit the site to verify bearing capacity of four caissons used in support of a 20 feet by 96 feet canopy. When I arrived on site, APS was excavating in the vicinity of caisson #2, located about 22 feet north of caisson #1 (see drawing). The excavation extended about 13 feet below the ground surface, the contractor overexcavated by 3 feet. The soil exposed in the caisson #2 excavation generally consisted of a silty sand with gravel and occasional clayey pockets, we observed little seepage. The exposed soil was generally free of ponding water. APS placed and compacted about 3 feet of 4 to 6 inch quarry spalls in 1 foot lifts at the base of the excavation. The soil exposed in the caisson #3 excavation, located about 30 feet north of caisson #2, consisted of a silty sand with gravel, we observed severe seepage at about 6 feet below the ground surface level. The excavation of caisson #3 has been delayed due to an accidental tear of a filter fabric placed when the station was first built and the City of Tukwila shutting down the job. The rupture of the filter fabric has filled the pit for caisson #3 with pea - gravel and water, which was flowing in at a very fast rate and had yet to slow down at the time of our departure. Also, the City of Tukwila has shut down the job due to the contractor pumping water into the sewers without any silt barriers and that the water probably is contaminated. In our opinion, the foundation for caisson #2 is capable of supporting the required bearing capacity of 2000 psf. We would like to reevaluate the subgrade for caisson #3 due to the influx of water and pea- gravel. APS informed us that they will call us to schedule the time of our next visit. Pac' im Geotechnical Inc. PACRIM GEOTECHNICAL INC Project Number 0 L; — Project A - S . GEOTECHNICAL ENGINEERING AND Client. Subject APPLIED EARTH SCIENCES By 5.2/4.— Date / Checked By Date Sheet a - of ,2 ■ 0 % C.4;ssov% 1%10. PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Equipment on site Ford 575E Rubber Tired Backhoe Kobelco Excavator Baker Tank Today I was present at the SeaTac Shell Service Station site from 12:45 P.M. until 4:00 P.M. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative visit the site to verify bearing capacity of four caissons used in support of a 20 feet by 96 feet canopy. DAILY FIELD REPORT Job Number: 076 -001 Date: 2 -12 -99 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Kiet Lieu Weather: P. Cloudy, 50° F Report Sequence No.: When I arrived on site, APS had excavated and dewatered the pit for caisson #3, located about 30 feet north of caisson #2 (see drawing). The excavation extended about 14.5 feet below the ground surface, the contractor overexcavated by 4.5 feet. The soil exposed in the caisson #3 excavation generally consisted of a silty sand with gravel, we observed little to moderate seepage. The exposed soil had about 1 inch of ponding water towards the north side of the pit. APS placed and compacted the 4 to 6 inch quarry spalls; however, they do not have enough spalls to reach grade. In our opinion, the foundation for caisson #3 is capable of supporting the required bearing capacity of 2000 psf, however, the quarry spall placement is not to grade yet. APS informed us that they will call us to schedule the time of our next visit. Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Signed: PacRim Geotechnical Inc. PACRIM GEOTECHNICAL INC. GEOTECHNICAL ENGINEERING' AND APPLIED EARTH SCIENCES Project Number 0 0 D Project A P S Client Subject Checked By Date DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Equipment on site Ford 575E Rubber Tired Backhoe Kobelco Excavator Baker Tank Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical C J Job Number: 076 -001 Date: 2 -13 -99 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Kiet Lieu Weather: P. Sunny, 50° F Today I was present at the SeaTac Shell Service Station site from 12:15 P.M. until 4:30 P.M. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative . visit the site to verify bearing capacity of four caissons used in support of a 20 feet by 96 feet canopy. When I arrived on site, APS had placed and compacted the 4 to 6 inch quarry spalls in the pit for caisson #3, located about 24 feet, center to center, north of caisson #2 (see drawing). The quarry spalls were placed to an elevation of about 10 feet below the pavement grade. The excavation for caisson #4, was located about 24 feet, center to center, north of caisson #3. The excavation for caisson #4 had the problem of pea gravel from the gas storage tanks towards the north sliding into the excavation whenever the excavator was trying to dig. They tried a metal shield to prevent the pea gravel from sliding in, but it did not seem to work. Although the subgrade material is under about 1 foot of pea gravel and an additional foot of water, we observed the material to consist of a gray brown silty sand. The pit was excavated to a depth of about 13 feet below the pavement grade; the elevation included about 1 foot of pea gravel underneath. Seepage was coming from the north side of the pit, where the gas storage tanks are. At the risk of having more pea gravel slide into the excavation, the contractor placed and compacted the 4 to 6 inch quarry spalls up to a depth of about 10 feet below the existing pavement grade. In our opinion, the foundation for caisson #3 is capable of supporting the required bearing capacity of 2000 psf. The foundation for caisson #4 is also capable of supporting the required bearing capacity of 2000 psf. APS informed us that they will call us to schedule the time of our next visit. Signed: y Report Sequence No.: PacRim Geotechn al Inc. } PACRIM GEOTECHNICAL INC. GEOTECHNICAL ENGINEERING AND APPLIED EARTH SCIENCES Project Number O j :- p p Project A-PS - Sec Vice` Client Subject By DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 TO: Dave Thomas — APS Job Number: 076 -001 Date: 2 -15 -99 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Kiet Lieu Weather: P. Cloudy, 50° F Report Sequence No.: Equipment on site daimirsomuitteniemaximmactitt Ford 575E Rubber Tired Backhoe Kobelco Excavator Baker Tank aaarnowadi . Today we were present at the SeaTac Shell Service Station site from 9:15 A.M. until 4:30 P.M. at the request of Dave Thomas, Construction Manager for APS Services, Dave requested that a PGI representative visit the site to verify fill compaction of the areas around the four caissons used in support of a 20 feet by 96 feet canopy. When we arrived on site, we informed APS that the excavations should be de- watered as much as possible and the pea gravel used to hold the caisson tubes upright should be removed. We were informed by APS that the backfill is a Type 17 material, which consisted of a gray brown silty sand, some gravel. APS installed a Kent KHP 135 vibratory compactor on the excavator. At 11:15 A.M. APS began to remove more of the on site contaminated material to provide access for the backhoe. We revisited the site at 2:30 P.M., to performed a total of 4 in -place density tests in the caisson #3 excavation area (see test sheet and site plan). Our test results ranged from 95 to 96 % of the maximum dry density according to ASTM D -1557. APS finished compacting at 3 to 4 feet below the existing pavement grade to install the sumps. Based on our test results, it is our opinion, that the fill compaction in the area around caisson #3 meets or exceeds the 92 % compaction criteria and the 95 % compaction criteria for the top 3 feet. APS informed us that they will call us to schedule the time of our next visit. Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Signed: PacRim Geotechnical Inc. r .� ui S Source and Destination of Fill: Description of Fill Material: + Tp e_ 11 Approximate Yardage Placed This Shift: Average Lift Thickness: 1 Compaction Equipment: it/ow o Cc ,,..‘pc.s,.4-of Approximate Number of Passess rcequired: • Proof - Rolling /Hand Probing Observations: ► -c.s _ ; �, w; \-L .4. i v. 8 ■_� 4 ..� - r . ,s-6.-e.. ) p r ol, e r o c.1 ceo-.ci e.. r- .� 8 e<r - G- 4-r e r <- C .C ur C • Nuclear Density Test Results: •, Test N. Test _ocrticn Eleva4cn fro s... gr e_ Ccmpac on Curie Maximum Or Density (;:e; Fill : cisa:re T es: Or Density (oc) Percent cr Maximum Or/ Density Comments SI o.as I c0- 1 SS 0. -. 3 9. 1'4 D- 9. I, ,-) 9 L 1 Pk&S a J - 1t-I a. L.s ). b 13L. g I3y. - 1 CI 6, c s et "7 l0 -- 1 . 3 - 6 ILI LI . - 4 . I `I a B . 3 1 3S . 1 s2Ni,^�h;.:uteX*ra'q;ytDea+L iyi.aaisf .P.H;0 W DAILY REPORT - FILL C `APACTION RECORD 0 F.MIeM+INI•.tSMN Ybt 61.1, Date IS c1i PAC Rim GEOTEChiNICAL INC. ‘,.• • • . • Pro'ect Number 0 k — 1 Project PACRINI GEOTECHNICAL P • " GEOTECHNICAL ENGINEERING AND Cl ien t APPLIED EARTH SCIENCES B 4 :Checked By Date - Sheet,. :3" 3 • 1. TO: Dave Thomas — APS Equipment on site Ford 575E Rubber Tired Backhoe Kobelco Excavator Baker Tank DAILY FIELD REPORT PacRim Geotechnical, Inc. 10700 Meridian Avenue North, Suite 210 Seattle, Washington 98133 Telephone: (206) 365 -8770 Fax: (206) 365 -8405 Copies To: Dave Thomas, APS Services Bans Chabra - PacRim Geotechnical Job Number: 076 -001 Date: 2 -16 -99 Project: APS- Service Station Location: Tukwila, Washington Owner: Contractor: APS Services, Inc. Geotech. Engineer: Kiet Lieu Weather: Cloudy, slight drizzle, 40° F Report Sequence No.: 7 Today we were present at the SeaTac Shell Service Station site from 10:00 A.M. until 4:30 P.M. at the request of Dave Thomas, Construction Manager for APS Services. Dave requested that a PGI representative visit the site to verify fill compaction of the areas around the four caissons used in support of a 20 feet by 96 feet canopy. When we arrived on site, we were informed by APS that the backfill is a Type 17 material, which consists of a gray brown silty sand, some gravel. APS installed a Stanley HS -3002 vibratory compactor on the backhoe and a Kent KHP 135 on the excavator. We performed a total of 6 in -place density tests in the caisson #1, 2 and 4 excavation areas (see test sheet and site plan). Our test results ranged from 93 to 97 % of the maximum dry density according to ASTM D -1557. APS finished compacting at 3 to 4 feet below the existing pavement grade to install the sumps for caisson #1 and 2 areas. The contractor compacted the fill material in the area around caisson #4 to an elevation of about 5 to 6 feet below the existing pavement grade. However, that lift pumped underfoot and the contractor will remove the lift tomorrow. Based on our test results, it is our opinion, that the fill compaction in the area around caissons #1 and 2 meets or exceeds the 92 % compaction criteria and the 95 % compaction criteria for the top 3 feet. However, fill compaction around the caisson #4 excavation is below the compaction criteria. APS informed us that they will call us to schedule the time of our next visit. Signed: PacRim Geotechnical Inc. DAILY REPORT - FILL 'MPAC ► (OlN RECORD Source and Destination of Fill: Description of Fill Material: _ ( c.jP e I Approximate Yardage Placed This Shift: Average Lift Thickness: I Compaction Equipment: 4/1o1.t�4 -c._J mac, wpc. c, r Approximate Number of Passess rcequired: Proof-Rolling/Hand Probing Observations: Pe %--ei' ro.1-c1 w: \ - L . /a• i 8 ' , ..S 4 1 Prole roc (el ,, -Jer Nuc!_ar Density Test Results: res :._c cn C.0.1S¢O Ca.'s v• 2 6 cE. is 0 y cG;sso, . l - - y _ y - cm; a t!un •yyy..anw(p' ' ;i O. • y I Mc:sc_r_ (. I 1 4 ?. I Li a. I y 1 7 0 — 1. Dr! Cens:y Maximum (;::n Or! Oer.si;/ I33. 1 , L4 3 .5 1 3( - 1 .4 3'1 33. SI o..Js 1 Date 9�i Pace of 3 SS PACRIM GEOiEC'ALINC. PACRIM.GEOTECHivICAL ItiC.' GEOTECHNICAL ENGINEERING AND . APPLIED EARTH SCIENCES P roject Number "C7 ✓ , �? n Project ;/ PS Client Subject • BY Sit -t _ Date , t UL Checked By . .: Date ..: Sheet` ` 3 'of I aua .... 3 Source and Destination of Fill: • Description of Fill Material: ir e... \ Approximate Yardage Placed This Shift: Average Lift Thickness: l Compaction Equipment: Nto u■v4--e-c) V, to co c.o t^---.(10-( r Approximate Number of Passess required: `- I 4 o Proof - Rolling /Hand Probing Observations: ,4-►oL tr ., e,e..),:'c.k o-0 0 j I , . c r 1...•. -�_o 8 • r" a- +`t r e_. s c - • • Nuclear Density Test Results: . T es; No. Tes; _ocsticn — ie•:accn cr 3r ¢- Ccmcac :on Curve Maximum Dry Oensft (: =) Fiii Mciswe Tes; Cry Density (.c1 Percent .f Maximum Or, Density Ccr,.ments ' ,SS o.aS I .LG L LI - 1 I ) W of 7 .0 )33• c l 9 y. 6 PASS - b 1'1 a_ i• )3 `'t 8 3 - s 1 41 02 - L.) )3S. Y 96 b g - `1 - 1 y 02 -• I 13 s-1 . C 9S S' . 6 .wc!r vi 101014uh•• u�nx aa�atnms+cxYf DAILY REPORT - FILL C 'IMPACTION RECORD • Date _ /1.) /e AC 1M GEOTECHMICAL INC ks ,•. GEOTECHNItAL „ Project N19.4er C.2.262_:_acaLLL..Project A Ps. - .GEOTECHNICAL ENGINEERING 'AND' Client : ' • • . APPLIED EARTH SCIENCES • BY Date _Z41.52ChZcked By Datz 0 C.ccissov• ts1 0. 1st 0. 0.1 Summary of Revision: ,OG : T c Date: L /" / 5 Plan Check/Permit Number: a 9 7 0 3 ` 7 ❑ Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Project Name: Z 12 flo Project Address: / .77 Contact Person: /-4///6 4,45; mot Phone Number: Z"7?'" 2e5fc S a v Sheet Number(s) CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 x .40 ,. 677 . .tea, 0/ "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center - i3- Ql ( . [Entered in Sierra on kW (4 RECEIVED APR 1 3. 1999 COMMUNITY DEVELOPMENT EV1SION NO,3 3/4/99 SUBJECT: ' DESIMONES SHELL STATION Revision No. 2 ( sheets 2 of 2 ) Permit Number: D97 -0347 Review Approval Brenda Holt, Permit Coordinator FROM Joanna J. Spencer, Public Works development Engineer DATE March 12, 1999 The above revision (sheets 1 of 2) involves changing location of the trench drain which is picking up .. parking lot runoff and tightlining roof downspouts into a catch basin at the SW corner has been approved on March 13, 1999: This approval has been entered into Sierra Permit System. Replacing grass lined swale with a pipe (sht 2 of 2) has been denied since the bioswale is the only means of water quality treatment for paved area outside the canopy. JJS /jjs cc : Applicant (with copy of revised plans) Development File (with copy, of revised plans) PW Utilities Inspector (with copy of revised plans) !.411/1 Cnnrhronror Rnrrlorrarrl Crrlro 4. • TrthAfib Wachlnprnn 014 !. R • Phone :12061 433.0170 • Far /2061431.3665 Date: ❑ Response to Incomplete Letter ❑ Response to Correction Letter N, Revision after Permit Issued / Project Name: . b P S i fri (-) (l\ a i s .54e. Z. Project Address: / Sc" ' C 0 f G. c; T ? - 1 ` 92, iii r Y S c ..`1 Contact Person: Z, 7-' i S Phone Number: 2..s'3 -S 55 S `s'' Summary of Revision: e �o G CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: D4 ° 3 41 Y4ij r c£�n ��,, c�� ,r\,s &r -s ee r' C / 8 S / 7`c t r , 1- c Cane.,/ /4) // , f , i (Tx .7- 7') 1, Fac • -e. �� T"v ?if; „ AY i;ruiSiON N0. z TA c.- z O e-r-e ; s T a .b r••, v, b c.�. )■1 arty d P 0 6 K 49 p p Sheet Number(s) 2_ "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center 36Q.d(---- [Entered in Sierra on k_ - -) V -- RECEIVED CITY OF TUKWILA MAR 1 0 1999 PERMIT CENTER 3/4/99 AND CONNECT SEPARATOR. IT OFF VALVE .R SEPARATOR fER TILITY DR ...... w..., w.....,. me. i. . .w.w..+..xrw.w+M�mnn:.e.A.r +zA: rPr..usn+awxrn• cSNrv4rY' ws:. un. rc+•. r. uo« r... n,:.. e. ......n«.,.+.e........ +•r.•.... ..+rww...w:wrwb . h .inn mcasNa+q »n u,tewre'x••t.+k,. �rxM.' -. . • APS Services Inc. RIM =332.4 IE =330.8 i 'stir /op From: Kristi Kramer 4258892569 V 1 2/23/99 11:50:22 Page 2 of 2 u :4. ROOF DRAIN / .. IN. r TD N E Pit pt,r IE =331.$ GRASS -LINED SWALE S =2.07 MIN. EXISTING SUMP Tn Ac 35' • a. b2AiJ SOUTH 15; ? "// f fl c 7 . 4 ' y3 (fl N 0 N 0 a- - a o. 0 0 / to / L Q cn N ` CD N Q CG Oi • UTILITY A CR ?8.8 RIM =332.4 1E =330.8 3 -10 -q # EXISTING SUMP TO BE REPLACED WITH TYPE 1 CB RIM =331.0 IE =329.0 I. 35' f I .. �� t . �t x�y J isi w. f l NEW 4' SIDEWALK SOUTH 152nd STREET A) 0 pp gO_ � u-- .� osw ALE s .! 100 Imo'. 8" TRENCH GRATING TO SUPS` EXISTING PAVEME DC RECEIVED CITY OF TUKWILA MAR 1 0 1999 PERMIT CENTER N88'11'04"W c r /4\ 7.161-1T L 11.1E - C2.E NC-14 DIZ.A t.N. CONVE`(ItNCe PIPE DUE TD rXISTNI UtJDEQ.&2tXW3 REM EOiAT'to:\1 s '3 C Date: .- / D - 7 9 ❑ Response to Incomplete Letter El Response to Correction Letter IS. Revision after Permit Issued ^ Cal Summary of Revision: Sheet Number(s) "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center Entered in Sierra on 6'1 D CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Plan Check/Permit Number: DI 1� 0 1 03147 ituIS10N Project Name: be..s',/mb ((\ E. 1 S Ste L Project Address: / S C D f 6- c'r i ; %c'_ `94 i i o y - L,5-K., •7i, <c.<<,. ; t t Contact Person: �t c am , S Phone Number: 2-s 8 Ste"" S 7 •. ciA y4Z g j C f Sire tt7- i I `f (Ha / . " C4-- 1' ! r C : vt G( , �! e OeP fi C )e Tie Zr � S rod Cam— )4r? Tip -,i 71) SnL.0 F ?t c/1 b i s 4-i Foc T �e . K '�-- T�i�; A •r rbc t 1 . , 0 � 4 -Y�� ri elrf ; s T z, .b rh ; )-. C)" ley .Se >\l o e•1� V nd C51- -? O .11 6 O „i-4. L K e9 o IP ;;4 1k /CC RECEIVED CITY OF TUKWILA MAR 1 0 1999 PERMIT CENTER 3/4/99 -/ To: Dave APS Services Inc From: Kristi Kramer 4258892569 3/10/99 8:39:38 Page 2 of 2 TYPE 1 C8 RIM =332.4 IE =330.8 EXISTING SUMP GRASS -LINED SWALE S =2.07.. MIN. SOUTH 15; .4,nb'rn' «awF..c�.'ua. w� ^wxl.W.Iw.LY.hl�M1Y AND CONNECT SEPARATOR. APS Services Inc. IT OFF VALVE :R SEPARATOR rER TILITY ROOF DRAIN 6 ADS N -12 S =27r 1IN. From: Kristi Kramer 4258892569 F, yS. uc.�;.:a:+sftx�•,.a +M��%,.,�c„ ern.>., �.:, �+" �•, O01 T,,,+, �:. vr:..,,. x- .,�.,.mrx..mn:sna�;uw 2/23/99 11:50:22 P 9 2 Of 2 John W. Rants, Mayor Steve Lancaster, Director • Richard S. Coxon Richard S. Coxon, AIA and Associates 7200 South 128th Street Seattle, WA 98178-4344 February 23, 1999 Desimone's Shell Station - Permit No. D97-0347 Dear Mr. Coxon: We are in receipt of your letter dated February 10, 1999 requesting modifications to the above referenced permit. The revised drawings/floor plan will need to be submitted to the Permit Center and routed for review and approval by the building division. I have enclosed a 'revision submittal' form that needs to be completed and returned to our office along with two (2) sets of revised drawings with the appropriate' revision block. If you should have any questions, please contact me at (206)431-3671. Sincerely, Brenda Holt Permit Technician xc: City of Tukwila encl Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Cell: (206) 499 -7974 Richard S. Coxon, AIA and Associates FED 1.2 1999 Architecture and Construction Management - Since 1982 CO:\„liviuNrry DEVELOPMENT 7200 S. 128th Street Seattle, Washington 98178 -4344 (206) 772 -7087 Fax: (206) 772 -8194 February 10, 1999 Kelcie J. Peterson Permit Coordinator City of Tukwila Department Of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwilka, Washington 98188 RE: Permit Number D97 -0347 Desimone's Shell Station 15060 Pacific Hyway South Dear Ms. Peterson; Mr. Desimone has requested that the plans be modified as follows: 1. Delete the Three Compartment Sink. There is no food preparation to be preformed on site therefore the sink:, is not required. 2. Delete the urinal in the unsex restroom. I understand the General Contractor has already discussed these changes with the Building Department and they will be allowed. For the record I do not believe these revisions will effect the health, safety or permitting of the facility and should be allowed. Your assistance in ensuring that these revisions do not delay the City's issuance of the Certificate of Occupancy would be appreciated. If you have any questions or require further documentation please contact me at (206) 772 -7087. Richard S. Coxon Architect Specialist In Design of Commercial, Petroleum & Residential Buildings e C:\wu wo oc1970719021O tdoc LANNING DIVISION COMMENTS February 9, 1999 :> Ken Nelson Building Division rom: Alexa Berlow h Planning Division City of Tukwila Department of Community Development Desimone Shell Gas Station D97 -0347 (Building Permit) L97 -0028 (Design Review): Revision Submittal The revision submittal meets all design review, and applicable minor design modification approval requirements. John W Rants, Mayor. Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 SUBMITTED TO: +.ruNr,ft -o. .1J Y! S4.' :RLMI'YfT.�NM14�fn.wamw'r.s�Ww�t XWwv' faa0f++: v.+f MwTN�. *wwWwu.�u:4�lhn�AYaY:rMtTR'FKI. CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: 1 a •-99 PLAN CHECK/PERMIT NUMBER: ) 9.7_6, 3 V 7 PROJECT NAME: 1)0_S 1 m o n e PROJECT ADDRESS: / D iP a P /`-< <F. <. �Ycr�, S o . CONTACT PERSON: --6/7 Lc��� :����� °s •fe.'' .:.,PHONE: 2S 3 • REVISION SUMMARY: e7,-;7 /‘1. f(�_LyfJ y c it� /A / !/ /VL^'l 1 /1/24A- ti,°`,/ p%siso /ve . 74 I'S / ' /� / I C J i; / / - .� l �2 1/ ®� .: /�71�L' 4G/7 J i 2- SHEET NUMBER(S) —S `/ S " "Cloud" or highlight all areas of revisions and date revisions. Planning, Fire PublicWorks b4: tlln1 MA` Yl'iYMmvev3MC�v- u.rauv.rr..rwwN C OF FEB 0 3 1999 PERMIT CENTER ' 11�'' l CITY USE ONLY 3/19/96 \oPY _/ OV 10% kv ?\10\it 5 ‘ 9c3 --- -r .',. D -.1., < , ,v.:;„.,......._■;;.4. , .., ,-..--. 1 . ,/, ,,) .' • /,''." '..".:,' ,..:..\ '■ .\ ;:....„ .. 4 -- W 0, ) — t- RE VIS ioN NO, i. I 7 . tiltf 12)-°- Le)" 4 , I2- " 0 A ..1 1" 954 Town & Country Road Orange, CA 92868 Tel: (714) 245-4930 Fax: (714) 245-4933 PEYTON- TOM ITA C\SSOCIATES02 /01/99 DECK DESIGN PROJECT: SHELL 20' X 96' FOUR COLUMN CANOPY ROOF LOAD: DECK DESIGN: MA(d)= MA(I)= MA(w)= Wd= WI Ww= P1= P2= L X1= X2= 25.00 PSF LL 3.00 PSF DL 28.00 PSF DL +LL AA ,.. AB > <-- - =X2 -- ■ 3.00 PSF 25.00 PSF - 22.60. PSF 15.00 PLF 15.00 PLF 12.00 FT 4.00 FT 4.00 . FT 84.00 FT- LBS /FT RAd= 45.00 PLF. 200.00 FT- LBS /FT .. RAI(MAX)= 266.67 PLF - 180.79 FT- LBS /FT RAw= - 225.99 PLF MA(d +I)= 284.00 FT- LBS /FT OK RA(d +I)= 311.67 PLF MA(d +w)= -96.79 FT- LBS /FT OK RA(d +w)= - 180.99 PLF MB(d) 84.00 FT- LBS /FT RBd= 45.00 PLF MB(I)= 200.00 FT- LBS /FT RBI(MAX)= 266.67 PLF MB(w)= - 180.79 FT- LBS /FT RBw= 225.99 PLF MB(d +I)= 284.00 FT- LBS /FT OK RB(d +I)= 311.67 PLF MB(d +w)= -96.79 FT- LBS /FT OK RB(d +w)= - 180.99 PLF MAB(d+I)= 420.00 FT- LBS /FT OK MAB(d +w) = - 255.99 FT- LBS /FT OK USE 20 GAUGE ASTM A446 GRADE C DECK +M= 648.67 FT -LB /FT -M= 489.58 FT- LBS /FT FY =40 KSI ( +M DECK PAN IN TENSION, -M PAN IN COMP.) 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 - / PE,.YTONI-TOMITA 2 1ASSOCIATES • SIMPLE SPAN :BEAM DESIGN ':••••'•••:•--;PROJECT:: •SHELL ••• • • II: • ••• • • N`CANOPY-.::,••:. • , • 20' X 96' FOUR COLUM BEAM DESIGN: P1 Wd= 61.00 PLF WI= 266.67 PLF Ww= -173.84 PLF EF.DL= 0.15 'IN. DEF.D-FL L= 24.00 FT • . • 4392 FT-LBS 19200 FT-LBS Mw= -12516 FT-LBS M(d+1).= 23592 FT-LBS A.4(d+w)= -8124 FT-LBS ' TOP FLANGE L..u= 6.00 FT BOTTOM FLANGE Lu= . 1.33 FT - USE: W12X16 REF.AISC 9TH ED. '2-17 0.82 IN: • 7.67 PLF I= • : 3200 LBS • ' = -2086 LBS - • , . R(d+I)= , • 3932 LBS R(d+w)=. -1354 LBS 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 3 PEYTOWTOMITtcASSOCIATES ......:•:,• BEAM DESIGN': PROJECT: SHELL '20' X 96' FOUR COLUMN CANOPY BEAM DESIGN -•••• ..• „ , • •., -•.• ,.••:" .„ • 'P2 • 327 67 PLF v wd 61,00 PLF Wl= 26667 PLF AA AB • -173.84 PLF • Pd= : 150 LBS PI= - • 0 LBS 0 . LBS 24.00' FT - 12.00. FT- ••• • : 6192 'FT-LBS MI(@ . 19200 FT-LBS..- Mw(@ OH) -12516 FT-LBS . , • •••' 25392 FT-LB lu= MOH(d+w) -6324 FT-LB lu= '-'• ".. MSP(6+1) MSP(d+w)=. 20598 FT-LB lu= -5270 FT-LB lu= 1.33 FT 12.00 FT 8.00 FT 1.33 FT RAd= 1872 LBS RAI= 7200 LBS RAw= -4694 LBS RBd 474 LBS RBI= 3200 LBS RBW= -1565 LBS • RA(d+I)= 9072 LBS RA(d+w)= • - 2822 LBS RB(d+I)= 3674 LBS • RB(d+W)= -1091 LBS USE: W12X16 REF.AISC 9TH ED. 2-174 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 «,... rv. www wwww wv++•.+ .waM.a.N. +UwwryfadefiY'+f+'".1Y YWO.n+aoTti PEYTON- TOMITA( \SSOCIATES CARRYING BEAM & COLUMN DESIGN PROJECT: SHELL 4FT:.. 8 FT 4 FT ..... 8 FT . 12 FT 35 PLF 1872 7200 -4694 / /// ////I / / / /// X4 •X2 it BEAM LTH BEAM WT. BEAM DESIGN: DL +LL: M(LEFT)= Lu =. M(RT.)= Lu= USE: COLUMN LOADS: WIND LOAD= FASCIA HT.= TRIB. FASCIA LGTH.= CENTER OF AREA= COLUMN WIDTH= CLEAR HT.= M(WL)= 64978 36568 FT -LBS 4FT 72856 FT -LBS 8 FT • W18X35' REF.AISC 9TH ED.. • 2 -1.73 • P(DL)= 4164 LBS P(LL)= 1'4400 LBS MAX P(WL)= -9388 LBS UNBALANCED SNOW CANOPY TRIG LGTH= CANOPY TRIB WDTH= 100% SNOW= 50% SNOW= P(USL)= 10800 M(USL)= 37800 LOAD WITH 27 12 25 12.5 LBS FT -LBS 24 3 54 16 12 14.5 FT -LBS M(DL)= M(LL)= M(WL)= 100 % -50% UNBALANCE FT FT PSF PSF PSF @ 80MPH, EXP.0 FT FT. FT IN. FT. 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 -7488 FT -LBS -28800 FT -LBS 18776 FT -LBS CANOPY SEISMIC LOADING : PER 1997 UBC) SEISMIC ZONE: CALCULATE PERIOD: Icol= .265 IN^4 LENGTH= :< <: `1`` FT DL= LBS T(A)= SECONDS T(MAX) T(B)r,, 0.37 SECONDS T 0.23. SECONDS BASE SHEAR (30-4) Cv= ;; 0.54 PER TABLE 16 -R 1 1.00 PER TABLE 16 -K R= 2.20 PER TABLE 16 -P BASE SHEAR (30 -5) Ca 0:36 PER TABLE 16-Q DESIGN BASE SHEAR 0.41 W EARTHQUAKE LOAD Rmax= < " 0 25::DESIGN SHEAR:/ TOTAL SHEAR WIDTH = <20 0 ;FT LENGTH = 96 'ilFT RHOc= 0.17 RHO= 1.00 DESIGN EARTHQUAKE SHEAR= RHOmin= RHOmax= AREA= 1 1.5 1217 LBS DL +EU1.4 1920 FTA2 DESIGN EARTHQUAKE MOMENT= 19772 FT -LBS I _/ wtitiYwYlwMW.YMVirirH6 fa(DL)= 0.19 KSI fa(LL) =. 0.60 KSI fa(WL)= -042 KSI fb(DL)= 1.40 KSI fb(LL)= 7.07 KSI fb(WL) 12.15 KSI fb(EL) 3.70 KSI WL DEF.= ALL.DEF.= 1:06: OK 2.00 IN PEYTON- TOMITA & 1OCIATES SQUARE TUBE WIND COLUMN DESIGN: P(DL)= 4.16 K P(LL)= 13.50 K P(WL)= -9.39 K M(DL)= 7.49 FT -K M(LL)= . 37.80 FT -K M(WL)= 64.98 FT -K M(EL)= 19.77 FT -K USE: TS10X10X5I8 22.40 SQ.IN. 321.00 IN. ^4 64.20 CU.IN. 3.78 IN. 10.00 IN. 0.63 IN. 46.00 KSI 2.00 16.25 FT 103.17 OK 111.55 13.75 12.00 COMPACT OK 30.36 KSI DL +SL: fa /Fa= 0.06 F'ex= 14.03 KSI fb /Fb= 0.28 fa /Fa +fb /Fb= 0.34 OK DL +SL/2 +WL: . fa /1.33Fa= 0.00 1.33F'ex= 18.70 KSI fb /1.33F 0.42 fa /Fa +fb /Fb= 0.43 OK FOUNDATION: (RESTRAINED AT GRADE) d ^2= (4.25`M)/(S3`b) q(DL +SL)= 1.96 KSF .75` M(MAX)= 68524.50 FT -LBS q(A)= 2.30 KSF S3= 200.00 PCF X d (1 KSF +20 %`(d -1)) b= 3.00 FT OR q(DL +SL)= 2.50 KSF d= 7.00 FT q(A)= 2.50 KSF OR 7.86 FT (1 KSF +20% (d -1)) USE: 3.00 FT. SQ. X 7.50 FT. DEEP FOOTING OR USE: 3.00 FT. DIA. X 8.50 FT. DEEP FOOTING As= 12'M/(jd`24000)= 1.21 SQ.IN. OR 1.43 SQ.IN. USE: 4 #5'S EA.FACE W / #3 TIES @12 "O.C. @ SQ USE: 12 #6'S W/ #3 TIES @12 "O.C. © RD 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245 -4930 MOMENT= 91.37 FT-K COL. WDTH.= 10.00 IN. A.B. SPCNG. 14.00 IN. C-C BASE PL. TH 1.50 IN. WELD SIZE 7/16 FILLET P(MAX)I 9.15 K USE: 4-5/8 DIA. A307 BOLTS IN TENSION • STIFFEN BOTH BEAMS WITH 1/4" FULL HT. STIFF. • WELDS: W12X16 WEB: 3/16 FILLET 2" @6" 0.C., B.S. FLG.: 3/16 FILLET B.S. W18X35 WEB: 3/16 FILLET 2" @6" 0.C., B.S. FLG.: 3/16 FILLET B.S. CAPACITY= 24.40 K PL: MOMENT 108.29 IN-K PL. STRESS= 20.63 KSI. ALLOW. Fb= 36.00 KSI OK S(WELD)= 133.33 IN:^2 fb(WELD)= 8.22 KLI • Fb(WELD) 8.59 KLI 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 • PEYTON- TOMITA C.SSOCIATES x02/01/99 ANCHOR BOLT DESIGN PER 1994 UBC, SEC. 1925 WORKING STRESS LOADS: P, (DL)= 2.22 k P(LL)= 11.20 k P(WL)= 19.25 k P(EL)= 5.86 k 66258.00 lbs. 41.16 k' ULTIMATE LOADS: U =1.4D +1.7L U= 0.75(1:4D +1.7L +1.7W)= U =0.9D +1.3W= U =0.75(1.4D +1.7L +1.7(1.1 E)) U =0.9D +1.3(1.1 E) =, MAXIMUM LOAD= ANCHOR SIZE= Ab= 1.2270 sq.in. Ps =0.9 x Ab x 60000= BASED ON TWO BOLTS IN TENSION:. SPACING 14.00 in. Le= 24.00 in. A= 2.00 in.. TOTAL AREA= EDGE DISTANCE A= EDGE DISTANCE B= At As LAMDA= fc= ®Pc= 112 *OPc= 1-1/4 in. 1017.88 sq.in. 8.10. in. 8.10 in. 31.14 sq.in. 1395.46 sq.in. 1.00 2500.00 psi 43678.4 lbs. 43678.4 lbs. (SPECIAL INSPECTION REQUIRED) CONCLUSION: ULTIMATE BOLT LOAD= STEEL ULTIMATE CAPACITY= CONCRETE ULTIMATE CAPACITY SELECTED BOLT IS OK 41.16 K 66.26 K 43.68 K 954 TOWN & COUNTRY ROAD, ORANGE, CA 92668 (714)245 -4930 .• • • PEYTON-TOMITACASSOCIATES TOP OF COLUMN CONNECTION: MOMENT= 45.29 FT-K COL. WDTH.= 10:00 IN. Pmax= , 8.79 K Pmin= '5.59 K • Mtee= 127.87 IN -K Smin = 5.92 IN' WELD= ' 54.35 K ' USE VVT8x28.5 USE: 8-3/4IN DIA A307S • . • • • • • • .. • • ' USE: 5/16 IN FILLET BOTH SIDES 954 TOWN & COUNTRY ROAD, ORANGE, CA 92868 (714)245-4930 STIFFENERS -••.. • /0 PURLIN TO CARRY :EAM CONNECTION @ PURLIN CANTILEVER PEYTON—TOMITA & ASSOCIATES • 954: TOWN & COUNTRY ROAD -. • ORANGE, CA .92866. . • •.: 7147245-74930. ,* •••.' (4) 5/8"0 A307'S PURLIN TO CARRY BEAM CONNECTION PURLIN SPLICE Co ›_ 6.1 • TS OR PIPE COLUMN SQUARE COLUMN BASE CONNECTION — "0 A36 A.B.'s HEAD OR WELDED NUT & PL1/2x4x4 PL x' ! PEYTON - TOMITA & ASSOCIATES 954 TOWN & COUNTRY DRIVE ORANGE, CA 92868 (714)245 -4930 LAST RIB CHECK: FASCIA WT.= 15.00 PLF LIVE LOAD= 25.00 PSF LOAD= 33.67 PLF SPAN= 12.00 FT MOMENT= 606.00 FT -LBS :..` RIB CAP.= 324.34 FT-LBS REIN. CAP.= 527.40 FT -LBS L2.5X2X3/16 LLV TOTAL CAP.= 851.74 FT -LBS OK LG STAY CHECK STRAP. CAP.= ' 2.97 K TENSION SCREW CAP. 2.10 K SHEAR ULTIMATE IN. 1.6 GA., MOMENT= 25.61 FT -K DEPTH= 12.00 IN. FLG. FORCE = 25.61 K 2 %o * FLG. F= 0.51 K; STRAP T 0.72 K STRAP S. SCREW= 5.80 OK ': . ifli,4 ' � 35 iron r ;eyy�.•.M.:li.".4 7.' [[.tt''��i* �y�:g tr'iti a:(sa r.-r �s�3 °1�,,,,J)" jy' .•..'.7. ��ryry„ �,"p j "rv.•;7' . tih7^ f{t: 1'',y. i s:P7 , 'tr y �'�t!c•...Slu�n. .:ll %. e.s'Y.4 ... n.rr 5 m' . .r1 hY Y•'. 1�...;k7� {aw,Y-l1.��'C:: FYI .._'W�I�„�,N?Y..r1f...r.� k. '.•l:.i%<•�i'F,rvL�'C"TS_a. rr��rc'1'�.0 ...a.��.v+wzi�CFt .Y'.,r.l 1. Y*V:`i,'(�i .�1f Y�,v. r.•'i� DATE: F3 Cr v SUBMITTED TO: W IKWILA CITY OF Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL PROJECT NAME: J PROJECT ADDRESS: / 5a (U) POcift PHONE: CONTACT PERSON: VVh ( °o �I new he/ ( 51-al-fon REVISION SUMMARY: el� I o 1 i et' n e, I e va4 -(107 cj +- how roph € )grs H' larap . SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. CITY USE ONLY 'Planning: PLAN CHECK/PERMIT NUMBER: j) q I 0 -"/ '1\( o�� o � n1 C, 1 \ 16" 1Cs N ECEFn OF TUKWILA AUG 8 7 1998 Public ;Works: 3/19/96 _ __ _ „........ , : ±)spy ` ��: N•'1�fi"�)'S;i � August 7, 1998 Frank Desimone, Jr. 15060 Pacific Highway South Tukwila, WA 98188 RE: Minor Design Modifications to Desimone's Shell Gas Station L97 -0028 (Design Review) Dear Mr. Desimone: Your request to revise the facade of the north portion of the gas station building has been received and approved as a minor design modification. It is our understanding that the revisions will include the following: Sincerely, City of Tukwila Department of Community Development Steve Lancaster, Director 1. A new two (2) foot three (3) inch facia will be added along the top of the building. It will be painted dark gray. New wainscot panels, also two (2) feet three (3) inches, will be added to the bottom edge of the building. It will be painted yellow. All red trim will be painted light gray. The colors selected for this revision are the same as approved by the B.A.R. 2. A new equipment screening structure will be added around the rooftop satellite dish. It will be painted dark gray. This revision will be appended to the Notice of Decision, completed September 3, 1997, in the project file. Any additional modifications must be submitted separately. If you have any further questions, please do not hesitate to contact me directly at (206) 431 -3673. Alexa Berlow Associate Planner cc: Richard S. Coxon, Architect Kelcie Peterson, DCD Permit Center John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 • • Richard S. Coxon, AIA and Associates Architecture cnc Construction Management . 7200 S. 128th Street Seattle, WA 98178 (206) 772 -7087 LETTER OF TRANSMITTAL RECEIVED AUG - 7 1998 DEVELOPMENT gyp, 4 QT9 Date: To: Company: tGLJ + L..F c37T Address: City: RE: Project: 1 - Company: 'IM∎ 1 I— 1 p�� S Address: t CO City: T )K.t } <- - -0 Documents Transmitted: 2A). b/(Q 9 G . s ex L9 : T o F IE + k_irp 1-L: Trp by: Copies to: Message: r e:c:\msotiice\winworduettran • .- t4 • ( ' REVISION SUBMITTAL DATE: l ` ? c PLAN CHECK/PERMIT NUMBER: PROJECT NAME: iri .,.- PROJECT ADDRESS: CONTACT PERSON: -��•��. ir���. -- PHONE: gam' Z 7 / REVISION SUMMARY: fr 1i',Si aU SHEET NUMBER(S) SUBMITTED TO: raM!!bXt1 P4 W MSS.+fY.1kVR.A44WOYaftl i MrcgUS!N4Rk1M: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. bcr1-0 k Y 1 39Sz1 RECEIVED CITY OF TUKWILA JUL - 9 1998 PERMIT CENTER 3/19/96 -VM; v,vrrsYS;. uexa co, e '4;1k .. agIrtgi,,f5" "1r ' �f ,?�3x�E CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 y �. REVISION SUBMITTAL DATE: 5 QD-- 9S PLAN CHECK/PERMIT NUMBER: J 9 3 7 PROJECT NAME: D5i S e PROJECT ADDRESS: 1 5060 ?Q-cJ/Ic k ! LLB 5 CONTACT PERSON: S / T.0 12!'" PHONE: 4 73 9 " g REVISION SUMMARY: SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: c---f. / ■eriip CITY USE ONLY Bldg. Planning Fire Public Works 3/19/96 DATE 05/20/98 Remarks 14(7 Cl i‘t TO: City of Tukwilla 6300 Southcenter Blvd Suite 100 Tukwilla, WA 98188 ATTN: Joanna Spencer We are sending you These are transmitted 0 As you requested 0 For your information SIGNED .e:Ii TRANSMITTAL For your approval PROJECT: Desimones Shell Station FM KRAMER ENGINEERING 6713 Lakeview Drive Kirkland, WA 98033 Phone: (425)739-9924 FAX: (425)889-2569 COPIES 4 1 NO. DATE DESCRIPTION Revised Civil Sheet C-1 City Review Comment Set 1 ;g1 For your review and comment E1 Return Requested LI City of Tukwila Department of Public Works NOTIFICATION OF UTILITY ACTION TO PERMIT CENTER FROM PUBLIC WORKS ENGINEERING DATE: MAY 20, 1998 SUBJECT: Desimones Shell 15060 Pacific Hwy S Project No. PRE97-016 Permit No. D97-0347 Contact Person: Mr. Rich Coxon Phone No.: (206)442-9542 JSS/jjs Attachments a/s Access Storm Drainage cf: PW Inspector (w/copy of application/plans) Development File (w/copy of application/plans) Finance Dept. (w/copy of application) John W. Rants, Mayor Ross A. Eamst, P. E, Director THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON May 20, 1998: Permit. Fee $ 25.00 25.00 Total: $ 50.00 Two copies of confirmed Utility Permit Application Form with plan • are attached for inclusion in the permit file. If any questions, please advise. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 .• •• •• ••••••• • •• , May 13, 1998 City of Tukwila Mr. Rich Coxon RPM Design Group 600 South Dakota Street, #210 Seattle, Washington 98108 Dear Mr. Coxon: Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0347 S Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D97 -0347 Desimone's Shell Station 15060 Pacific Hy S John W. Rants, Mayor This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building Division, Planning Divison, and the Fire Department have no comments regarding your application for permit. The City requires that two (2) complete sets of revised plans be resubmitted with the appropriate revision block. Also, please make sure that your plans are stamped by a Washington State licensed architect and a Washington State licensed civil engineer. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 _) 5 .1.. ,. �♦ , Ire =: '�:�•:J(: !,' ti + +'... i.v.... _ .�!5., + .r �. •tit f R O B E R T FOSS ;1' Mil l CONSUMING ENGINEERS May 11, 1998' A PROFESSIONAL SERVICES CORPORATION 2030 FIRST AVENUE SUITE 203 SEATTLE, AVASIIINCTON 98121 TELEI'IIONE: (200) 256- 1003', FAX: (206) 256-0197 RECEIVED CITY OF TUKWILA MAY 1 2 1998 PERMIT CENTER Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97 -T -22 DeSimone's Shell (D97 -0347) RFA #97102 -22 Dear Mr, Griffin: We have reviewed information for the proposed canopy structure only with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. We have no additional comments regarding the canopy, shown on Sheet 1, the last sheet in the drawing set. It is our understanding that no structural modifications are to occur to the convenience store. We have not reviewed or approved any modifications to the convenience store, including any modifications shown on the drawing set we received. Enclosed are the drawings and calculations for your use. We have forwarded a copy of this letter to RPM Design Group for your convenience. If you have any questions or require,any additional clarification, please call me directly at (425) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Cryst Kolke Senior Plan Reviewer c:\FossattATukwila\97122"2,doc cc: Mr. Richard Coxon RPM Design Group 600 S. Dakota Street, Suite 210 Seattle, WA 98108 it I et•;;•,•■:-•••,■••;•. •••••••: • ,,,,••• • ••■•••■•.,•• • ••.,..• :••■^, :••••,‘%, • '••.;' it City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director RE: , Desimone's Shell Station D97-0347 Building Permit L97-0028 Design Review, Approved August 28, 1997 Permit Center From Alexa Berlow, Associate Planner (206) 431-3673 The planning division approves the building permit site plan for the Desimone's Shell station, to renovate the facade of the Shell convenience store, including demolition of the north end of the existing building, and to construct a new pump station canopy. In addition, this approval must meet all conditions of the Board of Architectural Review. Please refer to the attached copy of the Notice of Decision for a complete description of the three (3) conditions. Attachment 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431•3670 • Fax (206) 431-3665 I tt, .'t1{7 �c ^u Yti j r$l+i: ",'�= �Cri.• �+ I e e'SJ.�'ryt gtng�rs, fh`lk.ta�,r fi�. �� ':a�c�"nla4t4.` To: City of Tukwila Department of Community Development NOTICE OF DECISION September 4, 1997 • Caryl Beethe, Retail Petroleum Marketing, L.L.C. (Applicant) • Frank Desimone (Owner) • King County Assessor, Accounting Division Steve Lancaster, Director This letter serves as a Notice of Decision for approval of a Type 4 Land Use Permit to renovate the facade of the Shell gas station convenience store and construct a new pump station canopy. The Board of Architectural Review adopted the staff report on August 28, 1997 with the following conditions (the staff report on this project is attached): 1. Revise driveway plan to show two (2) curb cuts on Pacific Highway South, one 30 feet wide and the second 35 feet wide and 60 feet from the property line. The driveways will be right in/right out only. Revise required landscape setbacks in accordance with changes to property along Pacific Highway South. In addition, a second front landscape setback of five (5) feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan. A side landscape setback of 10 feet along the north fence must also be added. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. Pedestrian pathways from the convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax: (206) 431.3665 r; ' ' e:+�.iii� A. FILE NUMBER L97 -0028 C A minimum one foot candle at ground level must be maintained. 3. Per TMC 18.56.050, two (2) bicycle parking spaces must be added to the site plan. PROJECT BACKGROUND B. NAME OF APPLICANT AND CURRENT PROPERTY OWNER RPM and Frank Desimone, Owner C. PROJECT LOCATION 15060 Pacific Highway South, Tukwila, Washington F. ENVIRONMENTAL THRESHOLD DETERMINATION (IF ANY): No SEPA required tX7 2 AL`,` GM% ifZHrl.' tKwdC. 4':• 73: 1 M: tAcE '^r�.`4F�Yb}Y"i�i?vfAR!"4if°fa Notice of Decision Desimone's Shell Station September 3, 1997 Page 2 D. PROJECT DESCRIPTION - Textual description, 8.5 x 11" site plan, building elevations, and other appropriate support materials: The applicant proposes to renovate the facade of the existing Shell station convenience store including a small addition on the north side of the building, and to construct a new four (4) bay pump station canopy. The site design will also include a landscape plan and signage (plans are attached). E. PERMITS SUBMITTED CONCURRENTLY WITH THE APPLICATION: A Building Permit, Sign Permit, and Utility Permit will be submitted. G. Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. H. Administrative appeals for the various permit types: The period for administrative appeals is 14 days, starting from the issuance of this Notice of Decision. The administrative body hearing each appeal is shown below. All appeal materials shall be submitted to the Department of Community Development for review by City Council. Appeal materials shall contain: _/ • . Name of the appealing party, 2 . Address and phone number of the appealing party and if the appealing party is a corporation, association, or group, their address and phone number, a contact person authorized to receive notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA. Hours are Monday through Friday between 8:30 AM and 5:00 PM. The project planner is Alexa Berlow, who may also be contacted directly at (206) 431-3673 for further information. Notice of Decision Desimone's Shell Station September 3, 1997 Page 2 M ' • '• • • • • .:. • ./ • • ..• • 2 ; A C / v. Q /4EIP TALL °LASATER \ RATOR CONNECT TO DOWNS SAINIEARY NEER ISTVETT / M .0CATE POLE / CONSTRICT Sto* A V STEEL PROVIDE Ws 4 27: IDOICOSAD CANOPY OVER e I PEW DISPERING PLANT CONTAIIIEDS AT / EACIA END CP moo+ , touto SCSI COLOR SPOTS. RIPER 0 LANO / SCAPE PLAN / DOSING =CRETE CUSILING NO GAIT/TER TO INMAN perm DIEI law I &../ ; ,L t0 1 LOCATION J.1 Amor-ma ems • MONITOR RILL NSW rt.matie norm TO LANDSCAPE P LAN. :ALL =CMS PILLED WARD POOR • #01 ADV. rricworao moo LANDSCAPE APRA. wry* TO LANDSCAPE [MUNI DENTPICATION SIGH 410 ARAIAT011 INIT 1611.0/3 WPM& I (31 01111•1331•43 • 3V AITAA3AOLI w ar.u.rva ose4 dAIIITNO IRAN. TO NEMAN INSTALL 1000. mut. eXIOTINCI) L__ LANDSCAPIE AMA EXISTING PIM HYDRANT HALIDE LIGNT 4 POLE 6 ▪ LANDSCAPE I 1 LG ACTI3ACIC 152ncl STREET 33ISC' PROVIDE y414 ACCZ63181.3 •ANICS* STALL a/INTENNATIONAL PARKING SIGN (SIGN TO DE SETA/LED Ileum LANDSCAPE MEM DC(611 PC.I.J.PC. GATE EXISTING LIVEROPOINO STORMS TANKS TO NINA" PIEENPE TO 1.011 DISPIDASEIE CONTRACTOR TO vtIllyr eLomg co ownvi 01..A21 DRAW POO OILASATER SEPERATOR CONTRACTOR TO NSW 40CATON CP sograwr sou SOUR STARK INIVVIDE • PVC PVC MOP DRAM TIGAITLINED ATTAVIED TO RELIC STORM DRARAGI SYSTEM. OJT, PATCA AND MATC1.1 METRO CONOTIVE GLAD AO IIIECIAMI.O. \ EXISTING PERVIOUS YARD NO WORK 111134241 OVIDISITIAD DOOR MO INSTALL GARDEN STYLE ‘,Al210. 5111111. STALL ASISTEX TO MATCH EWING EXTERIOR NOR GORR. RVIOVIT (V A' PRELS FROM VISITING COOLER 111.100111. EXISTING CONVEGENCE STOW INTERIOR, POWER WY erau. srrus PASO* MO OOLIAJOAATNO ANCAND 3 63:46 OP 311111DING. 611TAL,I. SATELLITE DEN CH MONO 1110CP AllOR101. ACTUAL LOCATOR TO Si mammy ow SYSTEM INSTALLER. EXISTING CYCLONE PINca ••••• •now 7- — a • g 9 Dcrotltl IMLLNG S AR ea= TMK$ TO rEMAN, II/ TO NNW DI•61411IS =TOO TO' ? !Lori O wow DRAW INTO OILAYATER$RPERATOM. L CTOR 10 VEAIIPY LCUTIQN Q IIIT 1106 HIM ITITRt DE !r PVC PNC ROOP MAIN MID ATTA:KD TO PVDLIC !TORS AGE .TRTlTL t3R. P ATEN MO MATCH IaG CONCRETE !LAO At tEDUIRED. MPS PEIIVIQI! TWO WOK • OVEE EAD DOOR AND J. GAMIN 11TLI O .A2UN7.. 111M .I. aIRKX TO MATO! Kb M%TEEO* /DM CANMER. VQ (2) A' PANELS ID•0•1 NG OOOt.R DEL OSTNG C RVV4ItICE I DITEEOR P[bVIDE NM ATTLs PAICIA ARC DOOLI1WT1741 42 l seas Q snore. LL lA1L. J1I Dim CH E% NMI* e ACRaK ACTUAL LOCATION I 0I110104D 'r ITmTIN LL EIL VICINITY MAP GENE .AL NOTE I. CrIOS BOOR AREA OP 0111LDN6 SWOPS PA*TIAL DITSCLmON. Lucky= 2. CAMS AIEA 0 EXISTING CANOPY TO OE OCIOLIMtD. I AI !d RT 2. SAM AREA CP PROPOO1D Nil CANOPY. 2AY sG FT DE51GN REVIEW INFORMATION } I I 1/2II I Pew eARL we evIeION! ( I NITIAL OETE1ACQ R E7troTINI CTtyO! PEAL! I0 D 0 1 0 20 6CALEI I'r 20' •0• k AO !0 is SITE E PLAN DESIMONE's 51 -FELL STATION . 15060 PACIFIC HIGI.IWAT SOUTH TUKWILA, WASI- IINGTON Awl NeaRln a !Rare] Nvrawa MOW e.clo RPM RZVII• PnYrwwry Plow SRPA (EMIR) Plamory PM. bM (M W Pamru Parnwt Ranw.wr Caws! b1! CONSTRUCTION I w4.r +.4.446 IS I INITIAL I DATE I DAfb Caryl I )(TARN( Caryl 21MATBI n APIA O•D1 Ga. L L G GOO S Dom SSL - 9w 212 P a Oa 00443 Setif! Wortivixt 90103 PRIM 2O6• 42 9642 Fat 206 - 442 .9700 Mlef Ipntg -lgmn Door 31DICI1 Dr. lv, C:'! ApM ROC MIS Ilan SMa1 A 1 b D c �.'z,,: e�ir�'7Y.. { at f r:�.'��',. y r `�.,., +� .�b4� �r,�.:, C CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: e J v PLAN CHECK/PERMIT NUMBER: Dr — PROJECT NAME: DeSi ct PROJECT ADDRESS: ( 50(Q 0 �G I CONTACT PERSON: C C. C QcQN REVISION SUMMARY: CI Vi'( _3 . PN1)0 Si OFF V6(416 7D U i V tvt�T� C�.�"Pr -� ee9-r02. L: i � s� C co-Fi FrO SHEET NUMBER(S) G t "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Bldg:: CITY USE ONLY 'Planning Fire F16. ) PHONE: (ZCCQ' 4.99-7914- 642 '7 39 -99z4- R C 1/P MA Y 08 ��; b mow« ,�� WORKS �5 `t Public .Wo'rks 3/19/96 REVIEWER Contact Joanna Spencer at (206) ;433 0179, if�you have any questions • regarding the, following comments. ease revise your utility site plan per attached mark -up Clearly identify proposed modifications o S 152nd Street driveway, show existing and proposed driveway width ' iu:.If�'v�i � � :a:Y.itS�; °iir.`a .'-.i:,'.`>w�`.u'�". Asphalt Concrete or Bituminous Plant Mix Replacement Patch Cut with Pneumatic Pavement Cutter Existing Asphalt Pavement Existing Rigid Bass sir Minus Compacted Crushed Rock unless otherwise Ordered by The City. Existing Oil Mat S /B Minus Compacted Crushed Rock unless otherwise Ordered by The City. Saw Cut City of Tukwila Concrete 150* of Existing Depth TYPICAL PATCH FOR RIGID PAVEMENT ntr Saw Cut Existing Concrete Pavement Saw Cut S/8 Minus Compacted Crushed Rock unless otherwise Ordered by The City. Asphalt Concrete or Bituminous Plant Mix Replacement Patch 150* of Existing Depth TYPICAL PATCH FOR FLEXIBLE PAVEMENT DATE: 11/15/96 Existing Asphalt Pavement 5/r Minus Compacted Crushed Rock unless otherwise Ordered by The City. NOTES: 1. All work to conform to the current Standard Specifications for Road. Bridge. and Municipal Construction. 2. A minimum of a one year guarantee is required on all pavement patching and overlays. 3. Controlled density fill in place of crushed rock material may be required in cases of recent pavement overlay, or as directed by City Engineer. PAVEMENT PATCHING Not to RS -3 na --.....----.,,..., Poll ■-k I I f- t , ..iil .d.. . Purpose of 0111111011111: 0 Building wrmR ❑ Preliminary Plat or PUD ❑ Olhar ❑ Shod Subiirielon ❑ Rezone Proposed UN: ❑ Rwidendel Single remit Rwdendel Multifamily 0 Commercial ❑ Other - /❑ a App nte m: , e Na ,.j . S +`i 1C M Auer - Pnene: 14.)E - 7? „Ct - Ct CI ZV o�. Leo. n, • Property Address or � 15D(cO 4- c� 't c. l-kcv . Legal Deseripion(Alach Map and Reps( Desalpion If neemeei): Kidd ; -{- . , :::,I1 �.� (�a �3 -I 'Kt +c.Ar'S H YU COcI ICt - (4,?0 l- :S 29, 2 g + Z."2 Part I, 1T,, I„ 1 . , .r I. t. I 1 . , t .,,i, 1 . la a. Service Mal he provided by aide sewer connection only to an WWI* 1D ! eke sewer s ) feet from IM she and Me sewer system his the eapedty lie serve the proposed use. OR ❑ b. Sewer sonic* MI requite en knprovem.nt to Ihe sewer system of ❑ (1) fret Wearer trunk or lateral to reech the alb: and/or U (7) the conikeden of s collet:$en system on the 0*; sndlor ❑ (3) other (QtNMb): 2. (Must be completed if 1.b above b checked) I$ a. The sewer. 0*n improvement le In conformance with a County approved sewer commeh.naNe pun. OR 0 b. The sewer system hnprovement MAD require a sewer c ompreharrlM Oen amendment 1 . Oil a. The proposed project is within the corporals imlb of the District, or has been granted BoWtderi Review goad approval for extension of sonic* outside ins Disefct of city. OR 0 b. Annexation or SRI approval vast be necaeury to provide service. 4. Service is subiact b the falbwlnil: . l J GP 1 T.pci r' ix” eh:14, a. Oisvkt Connection Charges due prat to connection: GFC: i SFC: $ UNIT' S TOTAL' S (Subject to Charge on January 1 s() King County/METRO Capaaky,Charg.: Approximately $1090Risiderdiel equivalent Babe billed diredh by tang County alter connection to the sewer system. b. Easements: ❑ . Required ❑ May be Required c. Other: re. WNW. AMA S it IIBS DISTRICT git Certificate of Sewer Avallabirrty OR KRAMER ENGINEERING 889 -2569 739 -9924 14411 Mita& Road South F.O. Box U510 Tukwila, WA $51U Phone: (toy 242423$ Farr: (20$) 242-152? ❑ Certificate of Sewer Non - Availability 1 hereby oertify Mat above sewer agency information I. pus. This certification shall be valid for one year from the date of 4128/98 8:53:20 Page 2 of 2 ran. nova �S ciz? ov.0 .i;r+iis:d.: crib': t">. i%✓:= ,:4`.en'd ; ' ac.,W:',5nsz u+t'41 '.Lr y 'r l ` �s t.��'R t C .� b kr...r r •+, +.,,w iv t�.�, n`o �CRAMER ENGINEERING 889 -2569 739 -9924 05/01/98 09:29 FAX 206 E.3001 KingCo Ind.Waste fik County Wat ' and Land Resources Division Ind trial Waste Section Depa cat of Natural Resources 130 n Street. Suite 200 Seam/ , WA 98109 -1658 (206) Y89ti9000 A 30 1 1998 p �� Ms. Krisii Kramer, P.E. Kr er Engineering 671 Lakeview Drive Kir and 1 Washington 98033 App oval of Sewer Connection for Desimones Shell Station Fueling Area Dear Ms.J Kramer: You: plans s for the oil/water separator to be installed for the covered fueling area at the • Des' ones Shell station located at 15060 Pacific Highway South, Tukwila, Washington have bee revi by the Industrial Waste Program of King County. Approval is hereby given for the design of this separator subject to the following conditions: ' 1. ensures proposed in the plans to prevent stormwater from entering the sewer system shall properly installed and maintained by the operator. Rain from the roof /canopy and s ounding perimeter of the fuel islands must be discharged to stormwater connections; o significant amount of storm drainage shall enter the sanitary sewer; This approval thorI z ies the discharge of stormwarer collected from within the covered fueling area only. oil/water separator sampling port or inspection tee on the outlet line shall be accessible King County and Val Vue Sewer District personnel, . oil/water separator and catch basin shall, be properly maintained so that the discharge to e sanitary sewer does not exceed the King County discharge limitation of 100 milligrams r liter (mg/1) of mineral/petroleum (nonpolar) fats, oils. shut off valve must be installed following the Oil/Water separator. The valve following (A separator for the fueling island must remain closed except when discharging ash down water or accumulated rainwater. In case of a fuel spill, King County Industrial asteirequires that spilled fuel be pumped from the drains, catch basins, or separator and posed of in accordance with the DeparTent of Ecology regulations. If v or hae any questions regarding letter e Y y questz this , pleas feel free to contact me at (206) 689-3012. Sin :rely, Arna • Girard 'al Waste Investigator Ind • • . Waste Program. •• Terry Matelich, Val Vue Sewer District 'Ary,;n,;'!. }! 31K '> m c. Y VIOVIM..Pil: d'AR` s"6 . 5/1/98 15:29:46 Page 3 of 3 (1002 Dcie-yosti7 0 r . -11, j►� City of Tukwila John W. Rants, Mayor iy�� 4 � Department of Community Development Steve Lancaster Director 1908 To: Steve Lancaster, Director Department of Community Development From: Alexa Berlow, Associate Planner Kelcie Peterson, Permit Coordinator c; Desimone's Shell Station - Project History PRE97 -016, L97 -0028, D97 -0347 Following is a summary of major points and issues in the design review application and building permit review process for Desimone's Shell Station. Please let us know if you have any further questions. Applications and Notices Pre - Application file submitted: April 1, 1997 Pre - Application Meeting held: April 10,1997 Design Review Application submitted: May 30, 1997 Notice of Complete Application made: June 25, 1997 Notice of Application posted: July 10, 1997 Public Hearings B.A.R. Hearing held: July 24, 1997 B.A.R. Hearing continued: August 28, 1997 Post - B.A.R. Modifications Request to modify approved plans: October 2, 1997 Steve Lancaster MEMORANDUM March 24, 1998 Page 2 Pre- Application Meeting At pre- application meeting, applicant proposed a remodel of the existing building and to replace existing pump station canopy. Planning division informed the applicant that design review would be triggered since, in addition to modifications to the building and canopy, other site planning elements would also need to reviewed, including the following: 1. curb cut widths along Highway 99 and 152nd Ave. S. (limited to 35 feet maximum by public works ordinances) 2. location of property lines and circulation patterns, particularly what .might impact residentially zoned property directly east 3. landscape setbacks Design Review Application A design review application was submitted per items discussed in pre -app meeting, with the exception of curb cut widths. The applicant proposed a 90 foot wide curb cut entrance off Highway 99, exceeding the 35 foot wide maximum limit. The older pump station configuration made it difficult to meet public works minimum curb width standards as it would have made it unfeasible to accommodate sufficient truck ingress and egress. On July 24, 1997, the Board of Architectural Review approved four (4) out of five (5) recommendations made by staff. The hearing was continued to August 28, 1997 to review a revised driveway and circulation plan, as curb cut widths were still unresolved at the time of the hearing. The final recommendation was approved by B.A.R. at the second hearing, August 28, 1997. The Notice of Decision was issued on September 4, 1997. Post- B.A.R. Modifications On October 2, 1997, the applicant submitted a request to the planning division to modify the approved plans. The request was to leaving the north portion of the building intact for another three (3) years. The Planning Division took the request to B.A.R. to determine whether the proposed modification was considered minor or major. The Board unanimously determined that the applicant's modification request would be more than minor and would, therefore, need to be re- reviewed before the Board at the next available hearing slot opening. The applicant subsequently withdrew their request to modify the approved plans. Steve Lancaster MEMORANDUM March 24, 1998 Page 3 ♦,irvfi7 � < t`, a�4 . »F Building Permit Review Submitted To Permit Center: 11/5/97 Building - Approved w /Cond. 11/21/97 Fire - Approved w /Cond. 11/9/97 Planning - Denied 11/21/97 Public Works - Denied 11/24/97 Fossatti (Struct Review) Correction Letter #1 Applicant Submitted Revision Plan Review Meeting Building - N/A Fire - N /A Planning - Denied Public Works - Still Reviewing The plans that were originally submitted on 11/5/98 have been compared to the resubmitted drawings dated 2/26/98. There are inconsistencies in these two sets of drawings as outlined below: The Sheet Index for the plans submitted on 2/26/98 is not consistent with the attached drawings Plans Dated 2/26/98 Cover Sheet Al (Site Plan) A2 (Site Details B2 (Floor Plan) B3 (Equipment Plan) BL1 (Bldg. Lighting Plan) CE1 (Canopy Lighting Plan) D1 (Demolition P lan) L1 (Landscape Plan) SP1 (General Specs.) SP2 (General Specs.) SP3 (General Specs.) Sent 11/13/97 - As of 3/24/98 Have Not Received Approval - Last Correction Letter from Fossatti is dated 12/9/97 11/30/97 2/26/98 3/3/98 3/3/98 3/2/98 3/5/98 Plans Dated 11/5/97 Cover Sheet Al (Site Plan) B1 (Building Elevations) B2 (Floor Plan) B3 (Equipment Plan) BL1 (Bldg. Lighting Plan) Cl (Canopy Elevation) CE1 (Canopy Lighting Plan) D1 (Demolition Plan) Footing Details On November 21, 1997, the Planning Division denied the applicant's building permit submittal. The building footprint, landscaping setbacks, and parking did not reflect what was approved by the Board of Architectural Review. On March 5, 1998, the Planning Division denied the applicants revised building permit. The base plan (identified as Sheet 0) showed plans for parking and vehicular circulation behind the proposed building renovation that were never part of the original application reviewed and approved by the B.A.R. Attachments: A. Original Site and Landscape Plans - Reviewed 7/24/97 B. Final Site and Circulation Plan - Approved 8/28/97 C. Notice of Decision D. Post-B.A.R. Modifications pioposal E. Planning Division's review #1 of building penn.it - Denied F. Planning Division's review #2 of building permit - Denied • 40114 41001.01. 11a91t0 110.10 w11W11a 0.4 1u w41fu'1 •WILN W. 10 IAN11G•/a 111 41041. 000101• 101101411a0•011 •OUY, C.10011S1 May I1 i0 •ro VIA 41100•64 1a 1.441• 1.1. 1[[341011'4.1.4 SW 22-23-4 ADA IS NCrIE TRACTS FIRST ADDITION PARCEL 1 004100.600. LOTS 2%25 4 21 104100 C•I:40111 I•4■4 11161111001 Ml N•N 14•• 1•114 01114 1011•110111/.0.10 1101414 14 41 10 00 4 0 01.11M1 10 1•010011•00011 OUIJA 4T10+1n.14f 41 Or 44114 004.0.1 Mai tb(110000 1011.1 00.11.14“ 041.11.4141 Gera 0001 I• Not •A•,l Y 401'10400 4» 1.014 IO ACAOtsAA11 rAMY611 l6404'}IOK Y4 u 11! 4WI.10111001A10 W••1 11+.' 0041001.0 Coat 0000001101.1 0001MN4 010• 111000.1 110M1111411 MW 101 IA•CN Ar0 0[1111+11. m0J0! 004.0 40•14 1.141 0/141111 011. 11 .61 .1 101011 01II,.,..p •0 1•Me/ NIN1tM 1010 011104 1116 RECEIVED CITY OF TUKWILA PERMIT CENTER vIGINlrr MAP GENERAL NOSES 0. PAW.1110Y0/P W4111.141+ 1 %.11.1C7310411, 1.41. pin s • •a.t11C1P•1.Y, Y•,.6LJOY DESIGN REVIEW IhFORMATIOI DESWIONE'1 SHELL STATION 15060 T1 PACIFIC llILA WA O r1. 41•04 M1 110.a SITE PLAN . • PRELIMINARY L ANDSC AK PLAN 404115 HCT1E TRACTS FIRST AOPITICA1 PARCEL .004100.660. LOTS 2 26 t 21 GROIOCOVER. . . ,• . .• • • . PRELIMINARY LANDSCAPE SCHEDULE •:' •.•.• • • C. •■■,1 r\2:tAILS jVit WEIL. • • J . CILSIJACJAS ' CUMIN& !UAW*. not ler.rw. 0•0 11 • EitEr.40.ti _NUL ,*T*1 vis4j. flotOs ' G../ ita■....Le , .4.. S OC. I 111.•CIt• :: .• : •".. • • sisal nor POS17 CA. ALAS ' .. • A144.14141. II ..I. MS PLUI•A• ASA. ' ''. • ) ... . . . . .. . . . JILAW41 177 .. , I 44. AWI:ISI PLANIII Pt* Ass•IIIIS • ' . • :. :.' . '. . . . . . . , . FIECEIVED .. , .: •• . , , . • , . '''. •-•'-:.,,, : CITY OF TUIONIUk •.IMAY a 0 1997 : •Cs6II1Cr6'. 84461.1, ivabo I HIWLT _ TUKWILA. tW 15,0 N 5 Tct us.julkais Is=sssuslS ... • vl nut „,.. .7.7. :PI I :2:01- i t kit; ; 4 L :,; 01/07/1996 18:44 2064429Tee NORTHWIND PET SOUTH 152nd STREET 0 ` �w - , S + _:,r.. �'i'#' r r 4i,•c"# :�.. k: §%7r�..� • 01/07/1996 18:44 2064420 PROPERTY l-I E <TENS NORTHWIND PETRL'.EUM SOUTH 132nd STREET s.r N sa ll'D4" W 3: City of Tukwila Department of Community Development NOTICE OF DECISION September 4, 1997 Caryl Beethe, Retail Petroleum Marketing, L.L.C. (Applicant) Frank Desirnone (Owner) King County Assessor, Accounting Division John W. Rants, Mayor Steve Lancaster, Director This letter serves as a Notice of Decision for approval of a Type 4 Land Use Permit to renovate the facade of the Shell gas station convenience store and construct a new pump station canopy. The Board of Architectural Review adopted the staff report on August 28, 1997 with the following conditions (the staff report on this project is attached): 1. Revise driveway plan to show two (2) curb cuts on Pacific Highway South, one 30 feet wide and the second 35 feet wide and 60 feet from the property line. The driveways will be right in/right out only. Revise required landscape setbacks in accordance with changes to property along Pacific Highway South. In addition, a second front landscape setback of five (5) feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan. A side landscape setback of 10 feet along the north fence must also be added. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. Pedestrian pathways from the convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. 10/02/1937 14:40 2064429 / • 1 3 / / / / / ib ■.av // / / / / / / / / / / / f/OflDTPO e x 7O Q BAN, r r aw .1 / T 'K / 4 ' I r (T ATE ETO / r c.mc,, r tLL M111.W. a/ W i' a• npv. / / /xq•rOV•!aeta . fu D rvo y+uh0e / /L 9"` 10c�1- Y I 1 HG P' Fb . Pgvvrve� •• . T / A OV••3 oT6 —_.-•_ CX' 1T( IDWTNIG4r10• 6GM N•- &11646 •IO out PT/CIPO'14O •CW LA4OSCAPi ARYA, /CAIN TO LA/.OSCA1 RA4 T H' APPMA.O.l INSTALL IjOgets METAL NALI0[ LC4T ON 'A' POL.!. PU. M OIISTPO AOA KATT TO ~CU aa.aniort HLL/GMT. CONEOLCT v44 NAM 442 v AC Cn .0 1.1 Pf l e04 STA-6 NORTHWIND PETR tUM NEW L oaC.1 • PRTNOS ve i X'G:40L'. r..w* STALL rANRqu'LOAAL PApC}o VON MON TO ee &]TALL_`. WTUM LAW:oCAn Axt_wl s SW 22-23-4 ADAMS HONE TRACTS FIRST AODFTICN PARCEL ••04100 -1 N N U ;MAP' eat: NE /ll A. PANEL& *RI baeTN* GOOLiR / REroc 1. a•TST►O Co.NPecs arc hTer•lac PP0•1OC NSW etiZ . 41 FASCIA AID DOINION T 3 ANCuNo ] $10E6 CO 7ULDS• SoTAL.L SATo TE DISU 04 PASTSu '`')CF .15CMIEN. AGTTIAL L OCATIO4 TO Otl OETEP l.sp !Y ETSTQI wTALLO% .XIBTW CT .0 MICA 101IT,o c'r . .VSNG AMA bWTAAS /41uU 4T^Jr1ANT SCUTE1 152nd STREET M iscadik PAGE 03 A liWggUARV v&LF7+grf"R'%. A • PROPP,A r.. L11.7 �ere.N 10/02/1997 14:40 206440_ 01/07/1996. 19:44 2064429700 EX)%IT ' �kHp P Nfn�� NORTHWIND PET'IiEUM NORTHWIND PETROLEUM / / / / / / / / / 6n� Citt ru ^�_ SOUT; -{ nci STREET PAGE 02 r1, N ea11'�4„ s: esimone's Shell Station 97 -0347 Building Permit The Planning Division does not approve the building permit submittal for the Desimone's Shell Station: The site plan does not reflect what was approved by the Board of Architectural Review on August, 28, 1997. Department of Community Development Steve Lancaster, ; Dire,tor Alexa BerlOw, Associate Planner lFs (206) 431-3673 . Desimone's Shell Station 1)97-0347 Building Permit The Base Plan (Sheet a) is not consistent with other site plans submitted in the building Permit plan package. It shows plans for parking stalls and traffic circulation on the property behind the proposed building renovation that were not reviewed by the Board of 'Architectural Review at the public hearing for L97-0028 last August 1997. • :;., , " „,, , , • ts • City of Tukwila Department of Community Development LANNING. DIVISION REVIEW Permit Center •' From:; Alexa Berlow, Associate Planner (206) 431 =3673 Desimone's Shell Station D97 -0347 Building Permit John W. Rants, Mayor Steve Lancaster, Director The Base Plan (Sheet A) is not consistent with other site plans submitted in the building permit plan package. It shows plans for parking stalls and traffic circulation on the property behind the proposed building renovation that were not reviewed by the Board of Architectural Review at the public hearing for L97 -0028 last August 1997. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fay (206) 431`3665 SENT BY: WMMIXAM CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206 ) 431 -3670 REVISION SUBMITTAL DATE: PROJECT NAME: PROJECT ADDRESS: CONTACT PERSON: REVISION SUMMARY: " �y'.n'a�NTAT^I{Si 2(k) ,!' N'/ .Ai!r'11 AVIL i \ 2 -17 -98 ; 17 :30 ; FISHER & SON 1NG+442 -9700 SUBMITTED TO: hr PLAN CHECK/PERMIT NUMBER: 17 OS )er PHONE: '7 0(0 +4 -910o L-4 IC 091re SHEET NUMBER(S) "Cloud" or highlight all areas of r vlalona and data ravla /ono_ Fns n CITY OF TUKWILA . ��C PEtiM CENTER CITY USE ONL Y Plano /n Public Works 3119/98 ;# 2/ 5 -/ "1.t A. , ', ES f (" Y " ?q i:.G i�a�:ls; r "nro,•ti`•ZE �`E4o Y:fx ±' «U, '••� -- t't dS,, {s ;•:A��,F�ti.iz'"!+�!, ":c :�y�;tx• t SENT BY: Cowakudkn Wnepuwr Cum Salvias February 11, 1998 • Keicie J. Peterson Permit Coordinator Department of Community Development/Permit center City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 • Dear Kelcie; 2 -17 -98 ; 17:31 ; FISHER & SONI INC -'442 -9700 ;# 4/ 5 RE: Correction Letter *1 Development Permit Application Number D97 -0347 Desimone's Shell Station • • • 15060 Pacific Highway • South Phone: (201) 4424642 Fel: (201) 442.4700 Retail Petroleum Marketing, ILO • 600 S. Dakota St, Suite 210 P.O. l8ax 10443 Seattle, WA 98101 • . The attached four (4)•sets of drawings and Revision Submittal Sheet reflect the comments ,received from the City's revietivers. their commenta'are addressed as itemized below. . • MANNING DIVISION REVIEW • November 21, 1997 • • The Drawings (Site Plan, Floor Plans, •Demolition Plan and Landscape Plan) have been revised to reflect the Board of Architectural Review (B.A.R.) on August 28, 1997 and are included in this . submittal. The revision blocks have been and revisions clouded. • STRUCTURAL• Robert Fossatti Associates December 9, 1997 • Items 1 through 6 have been addressed by the Structural Engineer of Record, Boydston Engineering directly to the reviewers office as requested by the reviewer. We understand from our telephone conversation that this is acceptable. . RECEI UKWIIA CITY OF FEB 2 6 1998 PERMIT CENTER ZI" ''0,P,•.".,...1.44;0.-;•.:;. 7, • ' • „.. • ,. • City of Tukwila Revisions Feb. 11, 1098 Page 2 of 2 Item 7: ' There are to be no modifications to the existing structure of the convenience store to install the Garden Window. Please refer to revised note 13 on sheet 01. The existing window is to be removed. The existing opening is not to be modified, no structural members are to be removed to accommodate the new window. The existing windows Header is to remain in place. • Please refer to note on sheet 82. PUBLIC WORKS DEPARTMENT Novernber 24, 1997 Item 1: Mr. Robin Tischmak at the Tukwila Public Works Department was contacted at' his suggestion the following revisions made. See Sheet Al revision *1 which illustrate a 6 inch PVC Roof Drain Tightlined attached to public Storm Drainage System in Pacific Highway South. Item 2: Sheet Al has been revised to require a emergency OillWater separator be installed in the new . concrete drive slab area. The contractor is to verify slope of slab for drainage to the separator. The separator will be connected to the sanitary sewer as approved by Amauid Girard of King County Waste Section. The letter of approval is attached to this' submittal as requested. . If there are any questions please or I can be of further assistance please contact me immediately. Think you for your immediate attention to this submittal. We look forward to obtaining the &Hiding Permit' as soon as possible. Sincerely, .. RP Ri Architect Wa St lic, 'No. 6269 MO: Otemp19707city.doc 2-17-98 ; 17:31. ; FISHER lc SONl ,,.••••• ,••• • • FEB 26 1998 PERMIT CENTER RECEIVED CITY OF TUKWILA •. • .• •-, Port -It' Fax Note 7671 i Lt. ass Co. Y.t. rn 40A ;.,11> .rte OVITSIMMAIIIiiiii GIIID.P1 R. .M ry s z- 95 t- I Z*.t 2 - ,'too r'_ 641 -301 Fax — 300( •, i !'x �.r.'ef i. i4•. r r yy T e n . 01/23/98 13:41 FAX 2 889 3001 Ring County water and Land Resources Division Industrial Waste Section Dcpalmuat of Natural lasourees 130 Nkkersan Street, Salle 300 Seattle, WA 96109 -1688 (YOS) 6884000 Ringo Ind.Wastele 1m001 ECEIVED CI OF TU FEB 1993 RMIT CENT FINAL King County Industrial Waste has established design standards for new construction ▪ of fueling stations within the King County sewer area. BMP's titled "Stormwater Management Manual for the Puget Sound Basin" were written by Washington Department of Ecology in February 1992. Section IV-4.1 are guidelines that apply to fueling stations to help prevent spilled fuel products from entering surface waters. King County Industrial Waste minimum design standards include the following: * A roof or canopy must completely cover the'fueling area. Rainwater from the roof/canopy and surrounding perimeter runoff must be discharged to a stormwater connection. The exception are locations where surface water drains to *a combined stormwater/sewer system. * To prevent fuel spills from discharging to the stormwater system, the fueling area must be paved and gravity sloped to a trench drain or a catch•basin that is connected to the sanitary sewer or a dead -end sump with a minimum capacity of fifty (50) gallons. * A valve must be installed on the discharge line after the trench drain or catch basin. The valve is to remain dosed except for discharging wash down water or accumulated rainwater. Dead end sumps will not require a valve. * A large capacity below grade vault or oil/water separator may also be used, but is not specifically required by King County Industrial Waste. * In the case of a fuel spill, Industrial Waste requires that spilled fbel be pumped from the drains or catch basin and must be treated and disposed off site in accordance to Department of Ecology regulations. This is not intended to replace or substitute for any plumbing, construction or other building codes as required by the local component agency. ,• F VKWIIA 01 8 2 i998 R 0 B E R 'C F ()SSATTI A S S• 0 C I A T E S CONSULTING ENGINEERS December 9, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Regarding: 97 -T -22 DeSimone's Shell (D97 -0347) Dear Mr. Griffin: We have reviewed information for the proposed retaining walls with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The following comments should be addressed by the permit applicant: General A PROFESSIONAL. SERVICES CORPORATION S 2030 FIRST AVENUE SMITE 203 SEX'I'FLI.11ASIIINGTON 98121 TELEPHONE: OM 250.1003 FAX: (208) 2511.0(97 " 1 s 997 RFA #97102 -22 1. All welding must be performed by WABO - certified welders. The structural Sheet 1 should be revised accordingly. 2. All special inspections must be called out on the drawings. Refer to UBC Section 1701.5. Canopy 3. The roof framing elements should be designed considering snow drift. Refer to UBC Section 1605.4. 4. Calculations need to be submitted that evaluate the adequacy of the roof deck. We are concerned with the structural adequacy to support the cantilevering deck. Also, we are unable to locate a note calling out the spacing of panel clips in the Panel Clip Detail, Sheet 1'. Refer to UBC Section 1605. 5. The embedded pole footing calculations use a load height of 10 feet for the application of the lateral load. According to the drawings, it appears that the lateral load should be applied at a height of 15 feet. Verify adequacy. 6. Also in the embedded pole footing calculations, a maximum pressure of 3000 psf was used for the design. We assume this is to represent the allowable soil bearing pressure. According to the soil classification and note 5 on Sheet 1, a maximum value of 2000 psf should be utilized unless a geotechnical report is submitted to verify another value. Convenience Store 7. There appear to be structural modifications to the convenience store; however, there are no structural drawings or calculations for any modifications. For example, Note 4 on Sheet Dl indicates that an existing wall is being removed and refers the reader to the structural plan for new supports required. Additionally, Note 13 indicates that a portion of the wall above an existing overhead door opening is being removed. Structural drawings and details of these �/ :? ryst�l Kolke'` emir Plan Reviewer Mr. Richard Coxon RPM Design Group 600 S. Dakota Street, Suite 210 Seattle, WA 98108 kinds of changes with supporting structural calculations need to be provided for this portion of he project. All modifications to the convenience store should be addressed. The above listed review comments should be responded in itemized letter form. We, therefore, recommend: that the permit applicant have the structural Engineer of Record, Boydston Engineering, respond to the above comments and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office. We have forwarded a copy of this letter to RPM Design Group for your convenience. If you have any questions or, require any additional clarification, please call me directly at (425) 255-3099. ti• k.tr i v r. November 30, 1997 Mr. Rich Coxon 600 South Dakota Street, #210 Seattle, Washington 98108 Dear Mr. Coxon: • City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0347 Desimone's Shell Station 15060 Pacific Hy S This letter is to inform you of corrections that must be addressed before your application for development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed review comments from the Public Works Department and the Planning Division. At this time the Building Division and the Fire Department have no comments regarding your application for permit. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a Revision Sheet must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions please contact me at the City of Tukwila Permit Center at (206) 431 -3672. Sincerely, 0 0-l a e,&(.5gn Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0347 S John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 'l: r C ANNING DIVISION REVIE ovember'21,:1997 Alexa Berlow, Associate. Planner (206) 431 -3673 Desimone's Shell. Station D97 -0347 Building Permit The Planning Division does not approve the building permit submittal for the Desimone's Shell Station. The site plan does not reflect what was approved by the Board of Architectural Review on August, 28, 1997. ; ?. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washlragtor, 98188 • (206) 431.3670 • Fax (206) 4131,3665 PROJECT: PLAN CHECK NO.: PLAN REVIEWER: John W. Rants, Mayor Ross A. Eamst, P E, Director November 24, 1997 Desimones Shell Station D97-0347 Contact Joanna Spencer at (206) 433-0179 if you have any questions regarding the following comments. Downspouts from the new canopy shall be tightlined and connected to the public storm drainage system in the street . Contact Mr. Robin Tischmak at the Tukwila Public Works Department, (206) 433-0179, regarding plans for existing utility lines. 2. An emergency oil/water separator is required for the new concrete pad under the canopy and shall be connected to the sanitary side sewer system. Please contact Mr. Arnauld Girard, King County Industrial Waste Section at (206) 689-3012 for a letter of approval for connection to the sanitary sewer system and include the above letter with your revision submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 :: � ` E4APP,LIGATIO' 41i119 Izo'- S 19.7;=Ot6 C.41 CITY OF TUK LA Department of allianittnity Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 The following comments are based on a preliminary review. Additional information may be needed. Other requirements/regulations may need to be met. .0 ETINGbA r: 10/97 n. �f c Iry IT ADDRESS 15060 PAC a Axze,t5- Ace. r � 8L C;ovu2eci`a. )JECT DESIMONE' S . SHELL STATION `; Public LttrI tothm,if There � . s 440 1/ "' 6 3 ktm qI l $ s 012 - sr fe . ;Coo / e SQrs 5 had• ,k t d - 6 . Qtr (? oni7 P cots ,)„,s /ree 5e sle e44 . f - 2eier - I ' 4 e- .sec, o-ii ('ej / e, Aremq G7ki?� J D a (o) C59 - 3 0/2 's 72/3/49.°/1 CO u C,v +ou. it, to-/-4..e. 5-2e., 5 4 7.5 fe o-,-, tl6Z.-Xi' KY? L citi kx)1(11 0/ a r . r� P �2J• , s 35 , Q /' all,,, v`-� oz V ,2 a 0),, -,0 ,.. „.,..,,,7..,..,e- 1.--E t: City of Tukwila Department of Public Works •' November 24, 1997 PROJECT: Desimones Shell Station PLAN CHECK NO.: D97-0347 JJS/js PUBLIC WORKS DEPARTMENT COMMENTS 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4310179 John W. Rants, Mayor Ross A. Eamst, P. E, Director PLAN REVIEWER: / Contact Joanna Spencer at (206) 433-0179 if you have any questions 1 regarding the following comments. Downspouts from the new canopy shall be tightlined and connected to the public storm drainage system in the street . Contact Mr. Robin Tisclunak at the Tukwila Public Works Department, (206) 433-0179, regarding plans for existing utility lines. 2. An emergency oil/water separator is required for the new concrete pad under the canopy and shall be connected to the sanitary side sewer system. Please contact Mr. Arnauld Girard, King County Industrial Waste Section at (206) 689-3012 for a letter of approval for connection to the sanitary sewer system and include the above letter with your revision submittal. Fax (206) 43N665 • MEETING Pw, 72/ ere /s 460 CITY OF TUKWILA P Rq4P.P.09.491P NA LE' T1ME: 10 , s/12r42 a 5/reei d .J'L•'1<1w Pre - App lication Ch&k!ist Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 JECT;'DESIMONE S `SHELL'',STATION 060? PACIFIC HY ;'ADDRES The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. 11ONINIODEPARTMENT a jcim ! $ (014 �/ 7 goo it e r5 41or Alec / AA, pke. 6211/kavtei- A ce, 4/Lee,o "A-1-t-cb. 6.04-c-oly 86„0-tg- e ,on,necia, pzet_ 5,10 5e � s,/e . j I41Q . Seo v a 62,06) C5`/ _ 3 c)(2 . � Co .ft�� r '" viArLec,17 1o7-c. t v 4 .e. s- e,,,,e„c s 5 feo -,-? (Q �l l'Y)LLlvl 1 - J 7 (1T4 N 246/70-L, ti , ,-RA -u, ,/. - / go 's 3Syt (p5 /,-P cs) f e.i /4-1.4 ;�- :f • • , ,..ie;■ • , - Dear Ms. Kolke: OVEMBER 13, 1997 Sincerely, John W Rants, Mayor Steve Lancaster, Director Please do structural review per U.B.C., 1994 Edition. If you have any questions, please call me at 206-431-3671. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Fire Department Review Control #D97-0347 (5 Dear Sir: City of Tukwila Fire Department November 7, 1997. Re: Desimones Shell Station — 15060 Pacific Highway South The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 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 Standard 10 -1) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) 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 1207.1- 1212.8) Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 57.5-4439 v. v. _,/ John W. Rants, Mayor Fire Department Page number an accessible route of travel shall also comply with the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. All electrical work and equipment shall conform strictly to the standards of The National Electrical (NFPA70) Code. 4. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila cc: TFD file ncd Pr- a tion Bureau Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 375 To: • City of Tukwila Department of Community Development Steve Lancaster, Director NOTICE OF DECISION September 4, 1997 • Caryl Beethe, Retail Petroleum Marketing, L.L.C. (Applicant) • Frank Desimone (Owner) • King County Assessor, Accounting Division This letter serves as a Notice of Decision for approval of a Type 4 Land Use Permit to renovate the facade of the Shell gas station convenience store and construct a new pump station canopy. The Board of Architectural Review adopted the staff report on August 28, 1997 with the following conditions (the staff report on this project is attached): 1. Revise driveway plan to show two (2) curb cuts on Pacific Highway South, one 30 feet wide and the second 35 feet wide and 60 feet from the property line. The driveways will be right in/right out only. Revise required landscape setbacks in accordance with changes to property along Pacific Highway South. In addition, a second front landscape setback of five (5) feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan. A side landscape setback of 10 feet along the north fence must also be added. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. Pedestrian pathways from the convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. John W Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 • . , REGISTERED AS PROVIDED BY LAW : AS CONS T.- CONT GENERAL • REG ;- , . • • • - PAI .• • EFFECTIVE • ,'.DATE '• • 12/26/1985 • • •. .. • • . • " " ••• • - " ' •,. ,;„ „, '.. • • ,P0 ". BOX . 1855 • • • ' EFARTICIENT OF LABOR AND INDUSTRIES. .• :" • And Pispiny Certilienie • , 1 . , • • : . ' • . . • ti _ DE MCI I 10 01114. AY.CI:111111C'!k i Project: ..41•AJ..J�.. 4k • l Ty. of Inspection. ' . !4 ?P L Address: 150 0 ��r,. Date all . lnted l . 1)1 . 1 4: 1 • Special instructions: '�`Q Date : 2/ 60 a.m. p.m. Reque er: fj'p� • 1 ' 002T • Phone: / 09 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. (206)431 -3670 %Approved per applicable codes. n Corrections required prior to approval. COMMENTS: Date: Li $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: w iii S ic;,': 4 i' a'.': v> PiFi% V. 3, ,1wNit2t fsi.•,04ett ,0„} :rw''�Ftliln'x'�;74 t�ia�te �.fey�;�!y;.,i iY,• ti4 rout;; iFi: �bS' ei. t%.!`: 4r' r� ?a�k %t�C ? .5� ctJ <� ti .�«+:�'`- i•'1,'t ?r �tS '�: a• R�.=' iqZ) %14 S+S.7 'S iA x a „,i „ic MEMORANDUM April 23, 1999 TO: Jack Pace, Planning Manager FR: Alexa Berlow, Associate Planner RE: B.A.R. MINOR MODIFICATION (L97 -0028) Desimone Shell Station The revision proposal to eliminate the landscape setback has been denied. A minimum five (5) foot landscape setback is required in the RC — Regional Commercial zoning district. The planting scheme within the setback area may be modified, but not removed. Approved By: City of Tukwila Department of Community Development Steve Lancaster, Director Jac ace, Planning Manager Associated Files: Building Permit Review (D97 -0347) Date: 0y0 John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 • . fi ". '054 , ti Algoi 4;:r`L';5 CITY OF TUKWILA Department of Community Development Permit Center 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Date: '/ / 3 ` ❑ Response to Incomplete Letter ❑ Response to Correction Letter ❑ Revision after Permit Issued Project Name: 2 %,',67 Sheet Number(s) Plan Check/Permit Number: 7 9 7 o3 Project Address: Contact Person: / 4 LSD in I� Summary of Revision: . f . � °� $ '�c °'/ { "Cloud" or highlight all areas of revisions and date revisions. Submitted to City of Tukwila Permit Center "1 - 4 1 P ± 3 1999 Phone Number: 2 — LL V E ntered in Sierra on C! 3/4/99 z re U 0' . 0. cn -J_ N w0 . ? ar— � _. 1— 0 Z ot o �' w w F- V .z L _ z I, A F F I D A V I T O F D I S T R I B U T I O N 'Notice of Public Hearing fl Determination of Non - significance ❑ Notice of Public Meeting O Mitigated Determination of Nonsignificance O Board of Adjustment Agenda fl Determination of Significance Packet and Scoping Notice Q Board of Appeals Agenda Li Notice of Action Packet O Planning Commission Agenda fl Official Notice Packet fl Short Subdivision Agenda fl Other Packet Q Notice of Application for Li Other Shoreline Management Permit 0 Shoreline Management Permit was 4aai3'erd to each of the following addresses on () 04A, f—rs- Name of Project File Number (Al Z O hereby declare that: Signatur re • 2. U O: ;.. U rn w , W =' ., N w; w O' w Q. = d • • I- 1-0 :. Z V CV O N: w W : _ z U N ; Ham:. • z c .. ^fa;...tt..:'�v is..s.a. :-{i .1.. .n .t•.. •f(i�± ' �' tL': ?6:Fx1S�iJ:�+:k4;Cu�l:'c..wW.7h r.�'iF.fM-G. }i {,.% .rud tdlftic„f,+ hit` �bwiY +.i.'�..C.}int,'�57£tiil..e ° ,s`i'..�t .. r � 5 � �. 4Y.1.:� � �t �''•`li City of Tukwila PUBLIC NOTICE Notice is hereby given that the City of Tukwila Board of Architectural Review and Planning Commission will be holding a public hearing on August 28, 1997 at 7:00 p.m. located at 6200 Southcenter Blvd, to discuss the following: OLD BUSINESS: BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING CASE NUMBER: L97 -0028 APPLICANT: Desimone Shell Station REQUEST: Renovate the facade of the convenience store and construct a new pump station canopy. LOCATION: 15060 Pacific Hwy S, Tukwila NEW BUSINESS: CASE NUMBER: L97 -0032 APPLICANT: Price - Costco REQUEST: Design review approval to build a 2,300 sq. ft. canopied gas station in an existing parking lot with underground fuel tanks. LOCATION: 1141 Saxon Dr, Tukwila PLANNING COMMISSION PUBLIC HEARING CASE NUMBER: L97 -0033 APPLICANT: Price - Costco REQUEST: Approval of a Shoreline Substantial Development Permit to build a 2,300 s.f. canopied gas station in an existing parking lot with underground fuel pumps. LOCATION: 1141 Saxon Dr, Tukwila CASE NUMBER: L97- 0030/L97 -0031 APPLICANT: Sprint Spectrum REQUEST: Approval of a Conditional Use Permit for an 80 -foot monopole with supporting equipment for Personal Communications System (PCS) Base Station. LOCATION: 12400 51 PIS, Tukwila CASE NUMBER: L97 -0045 APPLICANT: Western Wireless REQUEST: Approval of a Conditional Use Permit for 4 antennae with supporting equipment for a Personal Communications System (PCS) Base Station. LOCATION: 6100 Southcenter Blvd, Tukwila Persons wishing to comment on the above cases may do so by written statement or by appearing at the public hearing. .Information on the above cases may be obtained at the Tukwila Planning Division. The City encourages you to notify your neighbors and other persons you believe would be affected by the above items. Published: August 15, 1997, Seattle Times Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File. CITY OF TUKWILA NOTICE OF PUBLIC HEARING RPM, L.L.C. for Desimone's Shell has filed application to renovate the facade of the existing Shell convenience store and construct a new pump station, located at 15060 Pacific Highway South. Permits applied for include: • Design Review • Sign Permit Other known required permits include: • Building Permit • Land Altering Permit Studies required with the application include: None S valab eve The project files are available at the City of Tukwila. To view these files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard, Suite 100. Project files to date include: L97 -0028 (Design Review) S97 -0037 (Sign Permit) Application Filed: May 30, 1997 Notice of Completeness issued: June 25, 1997 Notice of Application issued: July 10, 1997 ortuni'ties<for >l 'ubli'c'C± ine ...l cvac k e01ttm ver. d The public hearing before the Board of Architectural Review, July To confirm the time and date, call the Department of Community Development at 431 -3670. 1197 a-f 7.' oa. Prt For further information, call Alexa Berlow at 431 -3673, or visit our offices at 6300 Southcenter Boulevard, Suite 100, Monday through Friday, 8:30 -5:00 p.m. z I-z QQ � J O 0 co I H w 0 u- ? W w = z r o w ~ Dc U N in H w w ` I 0 U. o w U o = 1 Z } August 24, 1998 Property Owner/Business: Ross A. Earnst, P.E. Director of Public Works City of Tukwila file: 91 -RWO3 City of Tukwila Department of Public Works 4:00 p.m. -.7:00 p.m. Tuesday, September 1, 1998 Foster High School Commons Area/Lunch Room 4242 S 144 Street Tukwila, Washington John W. Rants, Mayor Ross A. Earnst, P. E., Director ,: ....« ni ti a L lfii k F,fi ";d;' .. l 7f;:oFdSrNiuM: ?s tii >•.:1:1 e:P 3426} $$;:kk:5n,Aki : kz %siw The City of Tukwila is preparing a Design Report (preliminary design) for improvements on Pacific Highway South from South 116 Street to South 152 Street. The improvements include new curb and gutter, sidewalks. storm drains, street lighting, landscaping and undergrounding of overhead utility lines. The design report is scheduled for completion in October, 1998. The project final design and construction are scheduled to be accomplished in phases, with the first phase from approximately South 138 Street to South 152 Street to begin construction in the summer of 1999. The phase one improvements within the public right -of -way are funded by the City, including Federal and State grants. The final design and construction of the remaining phases are currently unscheduled and subject to receiving State or Federal grants. Undergrounding of the overhead utility lines includes the lines in the public right -of -way and on private property. The City will fund the costs for undergrounding within the public right -of -way. Property owners are responsible for the costs of undergrounding from the 'utility service vault to their building, in accordance with TMC 13.08. An Open House has been scheduled for Tuesday, September 1, 1998, to present the project and answer any que "stions or concerns raised at the meeting. The open house format is drop -in style and scheduled as follows: Representatives from the City and design consultant will be present to explain issues and answer questions. Please contact Robin Tischmak, Project Engineer, at (206) 433 -0179 if you have any questions or need additional information. Sincerely, 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 - 0179 • Fax (206) 431 z ' : n; U O• w X . 'CO w. w • 0!. LL? • • a 1. w, z � O p Ni W w; 1--- V . u. O ` ..z: w V N: z CONVLTISATION RECORI: DATE: /1” FAYI 774U DAY: FRI SAT SUN ED Conference 0 Telephone— TIME: 0 Incoming 0 Outgoing FOR OFFICE USE ONLY Telephone No,: ' tik6a,6104014 ' ' Agsk* TYPE: Visit Name of person(s) tact:d or contact with you: It7 LA Organization (office, d , bureau, et..) e n--eM A Z10) Location of Visit/Conference: SUBJECT: SUMMARY: Signatur Lgt 1)--) ac:14 dc (.1 w a RsdoraL a (Ail • Ai 0 G. J. Z. A40.1.1 AL'. /./ 0 ° / P .., AL% % i . 1.11, la I 14 . , At .41/ MINITM1.4 ii"J 114 I* 0 A A JZ■if Z.Mt ./: il....--eitAZdA OF r 14., .0 A I ed-th..!dt J ..41 ZEIMMAI pyggrawr I: 44" .2.0.: 11.44,1 Al. e k\ei 1 12I ato Ptv. tu leirboi 1016) oat Title: Date: q¼ )(5, < . • al 2 00 CO W W -J CO. D. w 0 uj 1-0 Z 1- uj 2 0 A 0 Y2 ' W uj I 0 • Z LU u ) 0 L 0 P- CONVf1SATION RECORCT DATE: DAY: AEON WED erly El Conference El Telephone — 0 Incoming 0 Outgoing ted or in contact with you: pt., bp, au, etc.) �,r� T THU I TIME: I 1 SAT SUN Z FOR OFFICE USE ONLY Telephone No.: TYPE: Visit Name of person(s) cont Organization (office, de Location of Visit /Conference: SUBJECT: Signature: SUMMARY: , lk -�- h it 17 -e 6( eA)/1 / inA4L(.. / - 9"wVw -/Aki a/14-6C--- Rao Iv) Tt sorAkviit/k of ,c,4 (AAA t c19-71 LP,tt�c, l vd ce, Tcvv, P vv k 1.11g 0 tA/14-1,1 c4, kyiNIA4/. ifviaA,11 iiwfh 2 tvAA {A/i wr� © 04,01 cry wl� tl Date: u / Z w re f 6 00 W= J F. LL . w O g Q . D. a Z � � Z H III 'Li U� O - al a l I t--� tL 0 w z U_ co z } February 9, 1999 City of Tukwila Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS To: Ken Nelson Building Division From: Alexa Berlow Planning Division Desimone Shell Gas Station D97 -0347 (Building Permit) L97 -0028 (Design Review) Revision Submittal The revision submittal meets all design review, and applicable minor design modification approval requirements. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 ; ," w. b�J�`?: i",': r.::��3:< ^itsK. >d�:^�atiai::,� X. „ie z�'k�..r >• r nclw. ihi;i;iL :hc'd.5.�;'.= skbioa'�a .'. zdAAa.., x�as! „tlye;�:$;,'oaiY::.cir:'ei:� August 7, 1998 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director Frank Desimone, Jr. 15060 Pacific Highway South Tukwila, WA 98188 RE: Minor Design Modifications to Desimone's Shell Gas Station L97 -0028 (Design Review) Dear Mr. Desimone: Your request to revise the facade of the north portion of the gas station building has been received and approved as a minor design modification. It is our understanding that the revisions will include the following: 1. A new two (2) foot three (3) inch facia will be added along the top of the building. It will be painted dark gray. New wainscot panels, also two (2) feet three (3) inches, will be added to the bottom edge of the building. It will be painted yellow. All red trim will be painted light gray. The colors selected for this revision are the same as approved by the B.A.R. 2. A new equipment screening structure will be added around the rooftop satellite dish. It will be painted dark gray. This revision will be appended to the Notice of Decision, completed September 3, 1997, in the project file. Any additional modifications must be submitted separately. If you have any further questions, please do not hesitate to contact me directly at (206) 431 -3673. Sincerely, af2- Alexa Berlow Associate Planner cc: Richard S. Coxon, Architect Kelcie Peterson, DCD Permit Center 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 z . � U • U N 0 W I N LL! w O � •a: . 1 = - _. 1- O z I; W w : D = U f • 1- - ui z � U � . •.0 • • z .`yeisun gfay. v,74.%X0 13'rYZ; +...2:'x410 ��`�an41,11;4;7'4, rte` CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL i >�... ..... n_t.'�:rei >;:1�;av5:.».r. .: t` r."•:: t' isf�l= a*- 1�LL' ��. d. �:. rH`+' 1Yt kd+��k' DATE: � � � ` 7 � PLAN CHECK/PERMIT NUMBER: bcri -- PROJECT NAME: S, J7,-7 " PROJECT ADDRESS: / �v� ,A REVISION SUMMARY: l� SHEET NUMBER(S) i % , A - P lanning CONTACT PERSON: PHONE: G c/ G f/ :7? <7-.-A' � Jr./ "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Fire- RECEIVED cm OF TUKWILA J UL - 9 199$ PERMIT CENTER CITY USE ONLY utlic;Works 3/19/96 PLANNING DIVISION REVIEW May 11, 1998 To: Permit Center if From: Alexa Berlow, Associate Planner 'Ali (206) 431 -3673 RE: Desimone's Shell Station D97 -0347 Building Permit L97 -0028 Design Review, Approved August 28, 1997 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director The planning division approves the building permit site plan for the Desimone's Shell station, to renovate the facade of the Shell convenience store, including demolition of the north end of the existing building, and to construct a new pump station canopy. In Addition, this approval must meet all conditions of the Board of Architectural Review. Please refer to the attached copy of the Notice of Decision for a complete description of the three (3) conditions. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 .s47',.-Yi:s.` tai '?:dort•vgv„3;$L ° z . • I - z: • • a;. W: . U O; { No; .CD w; • .w.=.• •J Ht CO LL w O. I I • ; • • i a • • , w • Hof-; ww' • • • Z:. tu CO •.z MEMORANDUM March 24, /998 City of Tukwila Department of Community Development To: Steve Lancaster, Director Department of Community Development From: Alexa Berlow, Associate Planner Kelcie Peterson, Permit Coordinator Desimone's Shell Station - Project History PRE97 -016, L97 -0028, D97 -0347 John W. Rants, Mayor Steve Lancaster, Director Following is a summary of major points and issues in the design review application and building permit review process for Desimone's Shell Station. Please let us know if you have any further questions. Applications and Notices Pre - Application file submitted: April 1, 1997 Pre - Application Meeting held: April 10, 1997 Design Review Application submitted: May 30, 1997 Notice of Complete Application made: June 25, 1997 Notice of Application posted: July 10, 1997 Public Hearings B.A.R. Hearing held: July 24, 1997 B.A.R. Hearing continued: August 28, 1997 Post - B.A.R. Modifications Request to modify approved plans: October 2, 1997 _..... .. .. ,_ ,., �_. e r., ;i . ;..>. .... . v . •ar: : "z m• ��'i"i^3S,S.. "�i�nk.n�,a� "�t:.... , • •'fir.P '•$ET c tl.?, ::� 'twg ;'; �_, *',`,'•:. � , iid S�* . ,,�.,, ..... .�:Y,; +i.5a`r,C�Y,• ..,�;ii�xl.�+^i. war.' ht7`,' �" F:3 �' 7K.• aSC�:! 1�r.:: a? A' a4� 3r ai; �...., ;i��.�+�si;'in�.Y;."?.".;a� �` F,,.. �G2$�M «.'*�,.`�y�,:.li�;/it:;f: • z • .J 0: UO (Duly w J H • CO IL: W 0 IL Wi U � o H. w W` • LLI Z�. z: • Steve Lancaster MEMORANDUM March 24, 1998 Page 2 Pre - Application Meeting At pre - application meeting, applicant proposed a remodel of the existing building and to replace existing pump station canopy. Planning division informed the applicant that design review would be triggered since, in addition to modifications to the building and canopy, other site planning elements would also need to reviewed, including the following: 1. curb cut widths along Highway 99 and 152nd Ave. S. (limited to 35 feet maximum by public works ordinances) 2. location of property lines and circulation patterns, particularly what .might impact residentially zoned property directly east 3. landscape setbacks Design Review Application A design review application was submitted per items discussed in pre -app meeting, with the exception of curb cut widths. The applicant proposed a 90 foot wide curb cut entrance off Highway 99, exceeding the 35 foot wide maximum limit. The older pump station configuration made it difficult to meet public works minimum curb width standards as it would have made it unfeasible to accommodate sufficient truck ingress and egress. On July 24, 1997, the Board of Architectural Review approved four (4) out of five (5) recommendations made by staff. The hearing was continued to August 28, 1997 to review a revised driveway and circulation plan, as curb cut widths were still unresolved at the time of the hearing. The final recommendation was approved by B.A.R. at the second hearing, August 28, 1997. The Notice of Decision was issued on September 4, 1997. Post- B.A.R. Modifications On October 2, 1997, the applicant submitted a request to the planning division to modify the approved plans. The request was to leaving the north portion of the building intact for another three (3) years. The Planning Division took the request to B.A.R. to determine whether the proposed modification was considered minor or major. The Board unanimously determined that the applicant's modification request would be more than minor and would, therefore, need to be re- reviewed before the Board at the next available hearing slot opening. The applicant subsequently withdrew their request to modify the approved plans. ,�... .....? CddN ?ar ° e'S;'� "iw.lEei:r;:<i11i'' ;% e: n:' >'Llf.•:,2.��c�e'^7+'115�wn.,_. Steve Lancaster MEMORANDUM March 24, 1998 Page 3 Building Permit Review Submitted To Permit Center: Building - Approved w /Cond. Fire - Approved w /Cond. Planning - Denied Public Works - Denied Fossatti (Struct Review) Correction Letter #1 Applicant Submitted Revision Plan Review Meeting Building - N/A Fire - N/A Planning- Denied Public Works - Still Reviewing The plans that were originally submitted on 11/5/98 have been compared to the resubmitted drawings dated 2/26/98. There are inconsistencies in these two sets of drawings as outlined below: The Sheet Index for the plans submitted on 2/26/98 is not consistent with the attached drawings Plans Dated 2/26/98 Cover Sheet Al (Site Plan) A2 (Site Details B2 (Floor Plan) B3 (Equipment Plan) BL1 (Bldg. Lighting Plan) CE1 (Canopy Lighting Plan) D1 (Demolition P Ian) Ll (Landscape Plan) SP1 (General Specs.) SP2 (General Specs.) SP3 (General Specs.) 11/5/97 11/21/97 11/9/97 11/21/97 11/24/97 Sent 11/13/97 - As of 3/24/98 Have Not Received Approval - Last Correction Letter from Fossatti is dated 12/9/97 11/30/97 2/26/98 3/3/98 3/3/98 3/2/98 3/5/98 Plans Dated 11/5/97 Cover Sheet Al (Site Plan) B1 (Building Elevations) B2 (Floor Plan) B3 (Equipment Plan) BL1 (Bldg. Lighting Plan) Cl (Canopy Elevation) CE1 (Canopy Lighting Plan) D1 (Demolition Plan) Footing Details re • U OO : mo o`. • : 0) w. w =; w 0 g Q D . = a. . 1- O, z w wi 0' . • iO - LLJ al; L o • Z; U (•• z Steve Lancaster MEMORANDUM March 24, 1998 Page 4 On November 21, 1997, the Planning Division denied the applicant's building permit submittal. The building footprint, landscaping setbacks, and parking did not reflect what was approved by the Board of Architectural Review. On March 5, 1998, the Planning Division denied the applicants revised building permit. The base plan (identified as Sheet 0) showed plans for parking and vehicular circulation behind the proposed building renovation that were never part of the original application reviewed and approved by the B.A.R. A. Original Site and Landscape Plans - Reviewed 7/24/97 B. Final Site and Circulation Plan - Approved 8128/97 C. Notice of Decision D. Post - B.A.R. Modifications proposal E. Planning Division's review #1 of building permit - Denied F. Planning Division's review #2 of building permit - Denied . iii;: SCtJk�i.x,',i•:�ii.4.:Arct:L`iw tt if.a Y J o! 'U O 'COw: w =; J I-, CO LI... w O. a J:. w a F g d _ W: z �. I- o; Z W; ID I--; • LI ~ O Z ; H "O ; To: Permit Center City of Tukwila PLANNING DIVISION REVIEW March 5, 1998 From: Alexa Berlow, Associate Planner (206) 431-3673 RE: Desimone's Shell Station D97 -0347 Building Permit. The Base Plan (Sheet.) is not consistent with other site plans submitted in the building permit plan package. It shows plans for parking stalls and traffic circulation on the property behind the proposed building renovation that were not reviewed by the Board of Architectural Review at the public hearing for L97 -0028 last August 1997. John W. Rams, Mayor Department of Community Development Steve Lancaster, Director a .' t :iu'sY}.i14:iki�v:' :�,kfiiiite ;r'vfi:�i•;i�R,S�ts` 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 , 3 ,206) 4313670 ° Fax (206) 43 1-366 5 } Construction . Management Design Services January 21,1998 Ms: Alexa Berlow Department of Community Development City of. Tukwila 6300 Southcenter Boulevard, Suite 100 ,Tukwila, WA. 98188 ear Ms: Berlow; Sincerely, RPM:DESIGN SERVICES Christine Bolebruch Design Asst: , file:c: \9707 \80121 ct.doc Service Station Pacific Highway South @ South 152' Street Phone: (206) 442 -9542 Fax: (206) 442-9700 Retail Petroleum Marketing, LLC 600 S. Dakota St. Suite 210 P.O. Box 80443 Seattle, WA 98108 As you requested in our telephone conversation this morning the d ay n ' t tnittec( fo_ ;rev ew " +Ilt(IR tdra r lbnd the original design that was approved by The Board of Architectural Review will be resubmitted. We would like to proceed with this project as soon as possible so your timely response to this • issue would be' appreciated. .S?F- - .'CF /ED A iN 2 7 1998 CO DEVELOPMENT • Z = F : Z ix g JU :. 00 • co w =t 0: . _ : w : ' Z p-; Z w; D 0 '. !O �4 w W . ll 0- 0 H z :..r. rt :su : unfaEl'ws�Ya� - .= t n. 3: F_. N? x. i.. rs .YCnt4%'t i ';r:!...ar,,:e ��';F k ?M .: r ":Zb:dJe; ?' ts!: :zibft'k��i£Ni;:.i:i:1��i�i�ivi 1✓ 2ii''+i1E #+`.a.�ks VS:' PLANNING DIVISION REVIEW November 21, 1997 Permit Center Fr om: Alexa Berlow, Associate Planner (206) 431 -3673 RE: Desimone's Shell Station D97 -0347 Building Permit The Planning Division does not approve the building permit submittal for the Desimone's Shell Station. The site plan does not reflect what was approved by the Board of Architectural Review on August, 28, 1997. ....._.- ....... « ae,*r.*rti.z�. brow'.• r.. yv.^. 1rdj: fw' an:: S�SFeC::.' �`.': :;fi:`4t7.F;.`iJY:d'i:)5�„iv' -r i'`� .�.. } ■ To: City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF DECISION September 4, 1997 • Caryl Beethe, Retail Petroleum Marketing, L.L.C. (Applicant) • Frank Desimone (Owner) • King County Assessor, Accounting Division This letter serves as a Notice of Decision for approval of a Type 4 Land Use Permit to renovate the facade of the Shell gas station convenience store and construct a new pump station canopy. The Board of Architectural Review adopted the staff report on August 28, 1997 with the following conditions (the staff report on this project is attached): 1. Revise driveway plan to show two (2) curb cuts on Pacific Highway South, one 30 feet wide and the second 35 feet wide and 60 feet from the property line. The driveways will be right in/right out only. Revise required landscape setbacks in accordance with changes to property along Pacific Highway South. In addition, a second front landscape setback of five (5) feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan. A side landscape setback of 10 feet along the north fence must also be added. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. Pedestrian pathways from the convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (200) 431 -3670 • Fax (206) 431-3665 A minimum one foot candle at ground level must be maintained. PROJECT BACKGROUND A. FILE NUMBER L97 -0028 H. Administrative appeals for the various permit types: B. NAME OF APPLICANT AND CURRENT PROPERTY OWNER RPM and Frank Desimone, Owner C. PROJECT LOCATION 15060 Pacific Highway South, Tukwila, Washington F. ENVIRONMENTAL THRESHOLD DETERMINATION (IF ANY): No SEPA required Notice of Decision Desimone's Shell Station September 3, 1997 Page 2 3. Per TMC 18.56.050, two (2) bicycle parking spaces must be added to the site plan. D. PROJECT DESCRIPTION - Textual description, 8.5 x 11" site plan, building elevations, and other appropriate support materials: The applicant proposes to renovate the facade of the existing Shell station convenience store including a small addition on the north side of the building, and to construct a new four (4) bay pump station canopy. The site design will also include a landscape plan and signage (plans are attached). E. PERMITS SUBMITTED CONCURRENTLY WITH THE APPLICATION: A Building Permit, Sign Permit, and Utility Permit will be submitted. G. Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. The period for administrative appeals is 14 days, starting from the issuance of this Notice of Decision. The administrative body hearing each appeal is shown below. All appeal materials shall be submitted to the Department of Community Development for review by City Council. Appeal materials shall contain: .. ..,_:. 1.'•. ::x�.:':��_-- ,�:a�1, ,.. 9; SS;% �., c: F: s' i�:... r,,....; a: B+ E; t? ivi:' F' L'.: i1 lsiet'G:-` w. Vai $a, %k.':a:t.ut<2:'v?%a. Aw4'ni cif.. nAdt;' Ix% kYa.quLV� 'c ^:i3t tai. K�2.: n.. i' �' �?: 2LY�cr; �. �._ d_: ;�;ds.,e4'.fi'zax:.aaY`�.y�."::u c 1. Name of the appealing party, Notice of Decision Desimone's Shell Station September 3, 1997 Page 2 2. Address and phone number of the appealing party and if the appealing party is a corporation, association, or group, their address and phone number, a contact person authorized to receive notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA. Hours are Monday through Friday between 8:30 AM and 5:00 PM. The project planner is Alexa Berlow, who may also be contacted directly at (206) 431 -3673 for further information. : :Cilii,∎::i`refi •':) . e i _.t..:4J1. ;:::tla.i?u;:ats:Lt .Y:"77YJxdrF6f.V.WfYltt 2 6 C li". � S:7 �r t;r r,!a ;Itc ifr at• . t > �sw;Kr�;T;3�.5L '.Y(F'SkRr,m% :8,� �"Sii'¢if#k.1::�i��?,3'v ::-�v � �'t'tih'ktiF`r e ?k�*:;� =..tvirxo � . JV3 .co w =; J : w0' J. LL. Qt: N .Z � Z. f-;• • w of • O c o; w w U ; ` UJ Z N . ;oh :Z HEARING DATE: NOTIFICATION: PROJECT: APPLICANT: • OWNER: REQUEST: STAFF: "es) City of Tukwila Department of Community Development SUPPLEMENTAL STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW Prepared August 15, 1997 August 28, 1997 ATTACHMENTS: Continuation from Staff Report 7/24/97...) On July 24, 1997, the Board of Architectural Review moved to continue the public hearing to August 28, 1997. L97-0028 Design Review Retail Petroleum Marketing, L.L.C. Frank Desimone Design review approval to renovate the facade of the convenience store and construct a new pump station canopy. Alexa Berlow, Associate Planner F. Revised Site Plan John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax. (206) 4313665 , : ...... • z z ta- rt 2 . c.)cr COWL ow: ILI I, • 0: g V_ a w z 1— .z • LU: 2 a .11J 0' Oi 791 '. o h •Z } Supplemental Staff Rport to the Board of Architectural Review z BACKGROUND 11-: On July 24, 1997, The Board of Architectural Review moved to continue the 6 m Design Review application to renovate the facade of the Desimone's Shell v 0 ' convenience store and to construct a new pump station and canopy. The Board , 0 0' = ' agreed to all conditions recommended by staff, except condition #1A concerning w -I 1.- maximum curb cut widths and landscape setback requirements. co u_; w 0 . Planning Division staff met with Public Works and the applicant to resolve the ga �. . J LLQ issue concerning the one driveway and maximum 35 foot width curb cut N D requirements along Pacific Highway South. We reviewed the need for truck z w del future site developments, and future plans for Highway 99 with regard to z �'. bus stop location requirements. z O On August 7, 1997, Tukwila Public Works approved two (2) curb cuts on Pacific D o Highway, one 30 feet wide and the second 35 feet wide, divided and reduced from p 90 feet wide. The southernmost drive on Pacific Highway will remain 60 feet w uj from the property line. It was concluded that two access drives off Highway 99 : i i v` would be needed for proper truck access around the existing pump station p configuration. Two access drives would also faciliate car circulation for the LLi z,. -. U currently proposed renovation as well as future redevelopment plans on the z eastern portion of the property.(See Attachments) O z DECISION CRITERIA Since the July 24, 1997 hearing, the applicant has proposed a solution for access along Pacific Highway South. The following sections amend the finding, conclusion, and recommendation sections in the July 17, 1997 staff report (changes are underlined): 18.60.050 FINDINGS Section 1, Item A: Relationship of Structure to Site: The transition from street to site will be accomplished by three (3) driveways, two (2) on Pacific Highway South and one on South 152nd Street. Landscaping is proposed for the front of the property, in addition to a small portion at the south side of the new convenience store. A pathway wrapping around the front of the store, for access to parking at the north and south sides of the business, is proposed. 2 L97 -0028 Shell Service Station Supplemental Staff Rport to the L97 -0028 Board of Architectural Review Section 2, Item E: Relationship of Structure and Site to Adjoining Area: The proposed site plan includes three (3) curb -cuts. The Tukwila Public Works Department requires a maximum of one curb cut per side of property, no greater than 35 feet wide and a minimum of 60 feet from the property line. A minimum 2.5 foot turning radius is necessary for trucks to enter the property and fill underground gasoline storage tanks located at the north end of the property. Public Works has approved two (2) curb cuts on Pacific Highway, one 30 feet wide, and the other 35 feet wide and 60 feet from the property line for truck access around the existing pump station configuration to the storage tanks. They will be right in/right out only drives. The third curb cut along S 152nd Street will remain 35 feet wide, CONCLUSIONS Shell Service Station Tukwila Public Works approved two curb cuts off Pacific Highway 99 to accommodate necessary circulation around the existing pump station configuration. The driveways will be right in/right out only. DESIGN REVIEW GUIDELINES 1. Relationship of Structure to Site The three curb cuts proposed for the site will accommodate truck turning radii. 2. Relationship of Structure and Site to Adjoining Area 3. Miscellaneous Structures and Street Furniture The Metro bus stop located on Pacific Highway South at the northwest corner of the gas station business will need to be relocated. Further discussion should take place with Tukwila Public Works and Metro. :t.:.1:',ti:s<:. ,. �:.iti a. �u, sttt.;: wv:.' sCUiY„ n" wi^ i) E. k�. l"' iG: i' v::: i3' i# rt5. rii `2�'iai?ir,`,§;.`'JidvYi7ir "4 ��➢f +`d'rl.t'fi � '= i.SSn':ist]':'65i5'v'NtitiL?t d1h'+iuvntr�.aN s'1 : f•1` 3 z • i ce. • w J U' • .o0• •mo o. W z; to ' ., w O. ga :7:1' , u_ 4C. 12..) a: w w: 'O w W I-- • �W '. .0 _:. • 0 z Supplemental Staff Rport to the Board of Architectural Review RECOMMENDATIONS The Board of Architectural Review approved the following conditions at the July 24. 1997 public hearing: 1B. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. 1C. Pedestrian pathways from the convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. A minimum one foot candle at ground level must be maintained. 3. Two (2) bicycle parking spaces must be added to the site plan, per TMC 18.56.050 Staff recommends approval of the revised plan with the following additional conditions: Amended Recommendation 1A. Revise driveway plan to show two (2) curb cuts on Pacific Highway South, one 30 feet wide and the second 35 feet wide and 60 feet from the property line. The driveways will be right in/right out only. Revise required landscape setbacks in accordance with changes to property along Pacific Highway South. In addition, a second front landscape setback of five (5) feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan. A side landscape setback of 10 feet along the north fence must also be added. Information Items The following recommendations were suggested by the Police Department in the July 17, 1997 staff report regarding security measures on the site: 1. Installation of a quality surveillance video camera system. The camera should be able to identify a subject from the video recorded tape on all parts of the site, including the gas pump station to see the person pumping 4 L97 -0028 Shell Service Station ,,,,v, `a'II`L:+d`o =aiF3 <t,it -' `�`'�` 4P:�'•S`ri4 ` :lzvt.+:t VatO'aim''Est'Mfr"iwki tk,,p.0 iA- %tti.'."c'J7;7k5ui'` - - 1,;, iii rafax -` T YIN } Supplemental Staff Rport to the Board of Architectural Review 5 L97 -0028 Shell Service Station gas as well as the license plate of the vehicle. The camera should also be of sufficient quality to be viewed both day and night. 2. Locate the cashier's area on a raised platform in order for the cashier to have optimal view of the business. 3. Do not install false ceilings in the public rest room ceilings to avoid temptations for criminals to hide in the ceiling area and drop down later to conduct robberies. Install a pre - payment system for gas during late evening hours of operation. Several gas stations in the area have reported numerous non - paying customers. If necessary, the following item will be addressed by Tukwila Public Works and Metro: The bus stop will need to be relocated. Metro has been notified of the proposed changes and will be coordinating with the City with regards to the new location of the bus stop and to select appropriate trees on the property near the bus stop. PLANNING COMMISSION/B.A.R. MINUTES JULY 24,1997 (Approved 8/28/97) Mr. Meryhew asked everyone testifying to swear in. Mr. Meryhew opened the public hearing. L97 - 0028: Desimone Shell Station Mr. Meryhew called the meeting to order at 7:05 p.m. All Commissioners were present. Representing the staff were Jack Pace, Alexa Berlow, Diana Painter, Bob Abbott, and Sylvia .Schnug. GRANT NEISS MOVED TO APPROVE THE MINUTES OF MAY 22, 1997. DAVID LIVERMORE SECONDED THE MOTION AND THE MOTION WAS UNANIMOUSLY APPROVED. Alexa Berlow presented the staff report. The proposal is to renovate the facade of the convenience store, and to construct a new pump station canopy. They are also proposing to add landscaping, security and parking. Access is provided from Pacific Highway South and S. 152nd. Commercial facilities surround the site. Staff's recommendations are as follows: 1. Staff recommends the landscape plan needs to be revised in the following area: a. The front landscape setback must be modified to meet the required five foot setback along the entire west side of the property, exclusive of the thirty -five foot required curb cut. In addition, a second front landscape setback of five feet must be added along the south side of the property and trees added per requirements of the Street Tree Plan, and a side landscape setback of 10 feet along the north fence must also be added. b. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and window areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. c. Pedestrian pathways from the convenience store must be added,to eventual sidewalks along Pacific Highway and on S. 152nd Street. z 1 U 0 :. t N CO CU J f-: CO LL: w 0 `: g -J.. �-- _ ; I � 10 N 0 I- w W U Z . U N , _ ' 0 z 0 .. Planning Commission Minutes July 24, 1997 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. A minimum one foot candle at ground level must be maintained. 3. Two (2) bicycle parking spaces must be added to the site plan, per TMC 18.56.050. The Police Department has provided information items for the Board to consider. Alexa added that the existing phone booth located on the south end of the building, is proposed to be relocated to the northwest corner, by the bus stop. The restrooms will be • accessed from inside the building. Mr. Livermore expressed concern with the ingress /egress from Highway 99 and the bus stop and having adequate visibility. Ms. Berlow said the location of the curb cut has not yet been determined. Frank Desimone Jr., 15060 Pacific Hwy S, Tukwila: Mr. Desimone said he's worked at this site for thirteen years. They're trying to make efforts to clean the area up. He stated that allowing only forty feet of access, he cannot get his trucks or customers onto the site, and he would have to move. Mr. Pace asked if the only concern of the applicant was the width of the driveway apron facing Highway 99. Mr. Desimone said that was a big problem. Mr.. Pace said that Public Works is restricting the number of accesses from Highway 99. Lynn Marshall, P.O. Box 80443, Seattle, 98108: Mr. Marshall said he was a representative for the Shell Oil Company. He stated that Shell has very high standards for appearance. He added that if the curb cut were to remain where it is, the dispenser furthest to the south, would not be in existence. The access for customers is too difficult. If one dispenser is eliminated, the project does not make sense financially. Additionally, one curb cut of 30 feet, will not allow a fueling truck to safely make a delivery. He said that the bus stop location is dangerous for customers pulling out of the station. Mr. Meryhew suggested continuing the hearing and having the applicant work out the minimum requirements for curb cuts. Mr. Marshall agreed with that suggestion. Page 2 a w re 6 _J U. U 0 CO ■ UI LU J I- W 0 r ' U. z �. z o 10 al � o co w W . z U = O Q r"-Th l��1 Planning Commission MinuLCs July 24, 1997 V The Commission agreed that there were no other issues, just the curb cut access requirements. ,./Mr. Livermore said his concern is that the first entrance should be sixty feet from the corner. Mr. Marshall agreed. . Caryl Beethe, P.O. Box 80443, Seattle, WA 98108: . Ms. Beethe asked if the bus stop could be moved. Mr. Meryhew said they would have to work that out with Metro. Ms. Beethe said it was dangerous where it is currently located. She added that the phone booth would be located on the front wall of the building. MR. NEISS MOVED TO CONTINUE THIS HEARING TO A FUTURE MEETING WITH THE APPROVAL OF STAFF'S RECOMMENDATIONS: ITEMS 1. A., B., C., 2., AND 3., WITH THE EXCEPTION THAT CURB CUTS WILL BE REDESIGNED AND BROUGHT BACK. MR. MARVIN SECONDED THE MOTION AND THE MOTION WAS UNANIMOUSLY APPROVED. During the Director's Report, Diana Painter and Bob Abbott provided a presentation regarding crime prevention through design. During her presentation, Ms. Painter reviewed the Crime Prevention Through Environmental Design (CPTED) premise and five elements. She also reviewed the five issues regarding Site Design for Safety. During his presentation, Mr. Abbott presented a slide show regarding safety issues with the Doubletree Suites Hotel. Issues needing to be addressed included poor or inadequate lighting and poor maintenance of landscaping. Mr. Meryhew adjourned the meeting. Prepared By, Sylvia Schnug Page 3 to W W = W 0 2 g a ;. I_ Z Z o :. LLJ C3' C.) 0 H W L8 O • z . fa co o z ONotice of Shoreline O Shoreline Notice of Public Hearing ONotice of TP(W.) was maimed to each To 14-- pirs401( AFFIDAVIT Public Meeting fl Board of Adjustment Agenda Packet OBoard of Appeals Agenda Packet Planning Commission Agenda Packet 0Short Subdivision Agenda Packet Application for Management Permit Management Permit Name of Project 4,1A 6cks ,91 Signature File Number (A OF DISTRIBUTION hereby declare that: fl Determination of Non- significance 0 Mitigated Determination of Nonsignificance ODetermination of Significance and Scoping Notice fl Notice of Action 0 Official Notice 00ther 0 Other the following addresses on '7/5 / • /11 /11 &-Odtt CASE NUMBER: APPLICANT: REQUEST: LOCATION: City of Tukwila Department of Community Development Steve Lancaster, Director Published: Seattle Times July 11, 1997 PUBLIC NOTICE City of Tukwila Notice is hereby given that the City of Tukwila Board of Architectural Review will be holding a public hearing at 7:00 p.m., on July 24, 1997; in the City Hall Council Chambers located at 6200 Southcenter Blvd. to discuss the following: BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING L97 -0028: Design Review Shell Gas Station Design review approval to renovate the facade of the convenience store and construct a new pump station canopy. 15060 Pacific Highway S, Tukwila Persons wishing to comment on the above case may do so by written statement, or by appearing at the public hearing. Information on the above case may be obtained at the Tukwila Planning Division at 431 -3670. The City encourages you to notify your neighbors and other persons you believe would be affected by the above item. Distribution: Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File. John W. Rants, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Far (206) 431-3665 CITY OF TUKWILA NOTICE OF PUBLIC HEARING Retail Petroleum Marketing, has filed application to renovate the facade of the existing convenience store and construct a new pump station canopy, located at 15060 Pacific Highway South, Tukwila, Washington. Permits applied for include: • Design Review Other known required permits include: • Building Permit • Sign Permit • Utility Permit Studies required with the application include: None iles vaila e:. evi The project files are available at the City of Tukwila. To view these files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard, Suite 100. Project files include: • L97 -0028 (Design Review) S97- 037(Sign Permit) unities<fi ommei The public hearing before the Board of Architectural Review, has been SCHEDULED FOR JULY 24, 1997 AT 7:00 P.M. To confirm the time and date, call the Department of Community Development at 431 -3670. For further information, call Alexa Berlow at 431 -3673, or visit our offices at 6300 Southcenter Boulevard, Suite 100, Monday through Friday, 8:30 -5:00 p.m. Application Filed: May 30, 1997 Notice of Completeness issued: June 25, 1997 Notice of Application issued: July 10, 1997 z w U , 00 N • w ; W I i w o co 2 w . z z o n p; U !O N 113 Hs w w .. H 77 z V N: FILE NUMBER: APPLICANT: LOCATION: PROPOSAL: OTHER REQUIRED PERMITS: DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: Th City of Tukwila Department of Community Development NOTICE OF APPLICATION DATED JULY 10,1997 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. L97 -0028 (Design Review) Retail Petroleum Marketing, L.L.C. 115060 Pacific Highway South Renovate the facade of the existing convenience store and construct a new pump station canopy Building Permit Sign Permit Land Altering Permit These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on July 24, 1997. This matter is also scheduled for a public hearing on July 24, 1997. If you are interested in attending the hearing, please contact the Department at (206) 431 -3670 to ensure that the hearing is still scheduled for this date. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Planning Commission. If you have questions about this proposal contact Alexa Berlow, the Planner in charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. A decision from the Planning Commission may be appealed to the City Council. May 30, 1997 June 25, 1997 July 10, 1997 John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 c; n.% +ra u 5 ^� t; {iii'.i' 'v:+tv"l i p. is�x�iv` `+.'. C' s: �f.: �Frzitzb 'w?wrAt�(+ikY?lFsY�a�i,'i Pit: cii�,�tie wn. "Lt'�x� � £;;;uiFt'•f.'- .'. u Xe . r7;+riF�. " .F�i};;Y ... .:1f'� at�d�4�i:'r Yid• CA ' a`iCfiFk7�CfioY ir .�- k"s�G ^a?a, a«lte�; rAFi'iv� } • • State of Washington County of King City of Tukwila CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGNS) I # `YI \e. (Print Name), understand that Section 18.104.110 of the Tukwila Municipal Code rehires me to post the property noAater than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on ' \LJ,t 3 ( V . ( the Public Notice Board(s) in accordance with Section 18.104.110 and other applicable guidelines were posted on the property located at i FY'X7 *PSG 1F1c'> •-14l4' S so as to be clearly seen from each right -of -way providing primary vehicular access to the property for application file number — GX3.2g SUBSCRIBED AND SWORN to before me this 1 day of 7 t, 0 , , 19 4 , (Iu .... 1-)1 N � '�Q_ PUBLIC in and for the State of Washington G � � Nc, , hr, r- ssion expires on .re e NOTARY v ,: at P u B resi; 1 14 4 ° . N F 2Q Sy Ari 1 a Cl Cl 1 (Applicant Signature) a a.-., ■.,r i.. u v 6— JUL 9 9 1997 COMMUNITY DEVELOPMENT 's'E1*sF'wi�ELS:wsa.vxaa 1;11M11414.telek.r.ac..sur.. c bee - ..»�..:ww s wc v aza. F 040' 'W45tir.e z a • xz w D J U ;. U O N W Z --I F- CO w O ` C am. B — _. Z Z C.) O 0 I— w w ,. = r- • Z lb co O z t D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: I am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at (city), (state), on 7711, 0.?f , 1997. Cgotv l< /7e 3 //1-) (Print Name) /fd / so 177 �- c5- . 91 2 Fr (Address) (Phone N mber) MARYLOU TRAUTAgJ1Nit,. RECEIVED CITY OF TUKWfl MAY 3 0 1997 PERMIT CENTER Use additional sheets as needed for all property owner signatures. is' �;';. s .4; €`a%':,Ct.'�T9'f.i�li`n,:+•i i J."vF``u`f���'�� £)l' %4100-u549 -09 OLIVIER CHRISTOPHER +EW g 3805 S 150TH ST TUKWILA WA 004100- 0640 -07 WELLING MICHAEL G 3748 S 152ND ST SEATTLESWA 004100- 0642 -05 KNUTSON DAVE A 11835 9TH AVE SW SEATTLE WA 004100 - 0650 -04 BELTZ TED C 3730 S 152ND TUKWILA WA 004100-0660 -02 CASSAN JAMES T +DORIS 0 RAINBOW TRAILER HAVEN PO BOX 68428 SEATTLE WA 004100-0680 -08 OESIMONE FRANK SR 391782 PO BOX 68902 SEATTLE WA 98168 004300- 0015 -02 FIRST PACIFIC SOUTH CTR ASS609999 15425 PACIFIC HWY S ;;L -2 'SEATTLE WA 98188 004300 - 0020 -05 HUBBARD SAETY C/O JOHN SHERW00D 4680 95TH AVE NE BELLEVUE WA 004300-0070-04 ATLANTIC RICHFIELD COMPANY C/0 PCT TAX DEPT ,05515 -11 PO BOX 2485 LOS ANGELES CA 004300 - 0080 -02' COMISKEY ROBERT. C/O MCDONALD'S 245 SW 193RD PL NORMANDY'PARK WA 004300 -07 EATON GEORGE L C MARY E 19304 4TH PL SW SEATTLE WA 004300- 0096 -04 COMISKEY ROBERT C/O MCDONALD'S 245 SW 193RD PL' NORMANDY PARK WA 409999 98188 999999 98183 5N2077 98146 299999 98188 903290 1988 -D 98168 672418 98004 170292 90051 430006 98166 552974 98166 430006 98166 '104100 - )2 STENDAHL .,ACK L JR 4001 S 150TH TUKWILA WA 004100 WELLING MICHAEL G 3748 S 152N0 ST SEATTLE WA 203246 98188 999999 98188 004100-0643 -04 BRIGGS WAYNE E +SONORA E 629999 3740 S 152ND ST TUKWILA WA 98188 004100-0655 -09 CASSAN JAMES T +OORIS 0 903293 l RAINBOW TRAILER HAVEN 1988-D PO BOX 68428 SEATTLE WA 98168 004100- 0670 -00 DUt;fJVIC HOSEPH L +GRACE A 201894 27060 SE 196TH ST MAPLE VALLEY WA 98038 004100- 0690 -06 HAWLEY.ENTERPRISES INC 353089 PO BOX 1002 ENUMCLAW WA 98022 004300- 0019-08 ALBANESE•RALPH 32.61 S 152ND ST SEATTLE WA 004300-0021-04 HAWLEY TRUDY. 3253 S 152ND SEATTLE WA 004300- 0075-09 PARTNERS PREFERRED DEPT PT-WA 25116 PO BOX :25025 GLENDALE CA 004300- 0090-00 COMISKEY ROBERT C/O MCDONALD'S 245 SW 193RD PL NORMANDY. PARK• WA 004300 - 0095 -05 BALL FRANK.L 10704 SE 326TH AUBURN WA 004300 - 0100 -08 KEY.BANK OF WASH 1119 PACIFIC AVE MS0291 TACOMA WA 102019 98188 98188 YIELD IN280894 91201 430006 98166 C0177 98002 451105 98411 RECEIVED .JUN 0 2 1997 COMMUNITY DEVELOPMEN z 1z; „ w ug J U U 0 :. N O' W= i— w O; u_ j = W Z I- 0 Z 1-; co CI I- w w . U , w z. U N . O z ,UU4LUU -O U' -Ut3 DEROUIN ROY H 15061 MILITARY RD S SEATTLE WA 004100-0416 -09 DEROUIN ROY H 10332 AURORA AVE N SEATTLE WA 004100-0480-00 KANG HEE YEOL C SEE JEE 15022 MILITARY RD S SEATTLE WA 004100- 0494-04 HAWLEY ENTERPRISES INC PO BOX 1002 ENUMCLAW WA 004100-0513 -01 JACOBSEN G 15029 PAC HIWAY S SEATTLE WA 98188 299999 98133 721221 98188 353089 98022 98198 004100- 0515-09 KERN GERARD J +CAROL A 6N1052 PO BOX 389 MEDINA WA 98039 004100-0517-07 HENKLE FAMILY.TRUST 490006 C /O.HENKLE D R C B J TRSTEE 147 SWINOMISH DR LA CONNER WA 98257 004100 - 0525 -07 DESIMONE FRANK SR PO BOX.68902 SEATTLE WA 004100 - 0534 -06 WONG STEPHEN PO BOX 21686 SEATTLE WA 004100 - 0540 -08 WHEELER CECELIA 16749 31ST SW SEATTLE WA 004100 - 0545 -03 RIVERA MANOLO +EMILY 4419 28TH AVE W SEATTLE WA 391781 98188 919999 98111 004100 - 0536 -04 DUNSTAN THOMAS E JR +JANET J4N9999 6436.NORTHEAST 192N0 PLACE SEATTLE WA 98155 845257 98166 131580 98199 004100-0403 LOPEZ JO,,c MARTIN 3248 S 152ND ST SEATAC WA 004100-0419 -06 LAMB MICHAEL B 2819 1ST AVE x;360 SEATTLE WA 004100 - 0493 -05 HAWLEY.ENTERPRISES INC PD BOX 1002 ENUMCLAW WA 004100-0495 -03 KEY BANK OF WASH 1119 PACIFIC AVE MS0291 TACOMA WA. 004100-0514 -00 KERN GERARD J +CAROL A 3417 S 150TH ST SEATTLE WA 004100- 0516 -08 KANG HEE YEOL C SEE JEE 15022 MILITARY RD S SEATTLE WA 004100- 0520-02 WENDCO NW LTD PRTNRSHP ATTN TAX DEPT PO BOX 256 DUBLIN OH 004100 - 0530 -00 WENOCO NW LTD PRTNRSHP ATTN TAX DEPT PO BOX 256 DUBLIN OH 559999 98188 539999 98121 353089 98022 451105 98411 099999 98188 730003 98188 2N1016 43017 2N1016 43017 004.100- 0535 -05 LUTZ LORI JO C CLARENCE N 109999 15920 SE 177TH RENTON WA 98055 004100 -03 VACCA PRISCO +ELISABETTA 009999 38226 160TH PL SE AUBURN WA 98002 004100- 0544 -04 PACHUCKI ALAN R +DANIELLE F 729999 3735 SO 150TH ST SEATTLE WA 98168 004100 - 0546 -02 FORBES LYNN H 4620 S 257TH ST KENT WA. 741181 98032 :CEJ /ED JUN 02. 1997 COMMUNJ rY . ®EVELOPMEJ- - 004100- 0055 -05 BLUE GLENN C VERTREES FRANK 3400 S 150TH SEATTLE WA 004100-0310 -06 KHAIRA PARMJIT S +RANJIT K 109999 19638 104TH AVE SE RENTON`WA 98055 004100- 0325 -09 WEST MICHAEL J 18047 MILITARY RD S SEATTLE WA 004100 - 0335 -07 OCTON HOLDING INC 14845 PACIFIC HWY S TUKWILA WA 004100-0395 -04 MAYER R L 2133 SW 173RD PL BURIEN WA • 004100-0403 -04 MAYER R L 2133 SW 173R0 PL BURIEN WA 004300-0105-03 NEW HORIZONS GROUP II 23711 172ND SE KENT WA 004300 - 0112-04 VESPER KENNETH.M +IONE A 3481 S 152ND ST SEATTLE WA 004300 - 0116 -00 VESPER HELEN L 3705 S 152ND ST SEATTLE WA 004300- 0135 -07 GEHRKE DAVID H 28TH FLR SMITH TOWER 506 2ND AVE SEATTLE WA 004300-0145-05 FLORES EULOJIO 3731'S 152ND ST SEATTLE WA 551237 98188 R0677 98188 732021 98168 462214 98166 462214 98166 7N1504 98031 759999 98188 569800 98188 660107 98104 0779 98188 004300 - 0195 -04 LAMAR FRANK E +EILEEN M .759999 P 0.80X ALLYN WA 98524 004300 PARTNERS PREFERRED YIELD IN280893 DEPT PT -WA 25116 PO BOX 25025 GLENDALE CA 91201 004100-01204 OANSON OLJELOPMENT CO INC 14848 PACIFIC HWY S SEATTLE WA 004100- 0321 -03 WEST MICHAEL J 14864 PACIFIC HIWAY S SEATTLE WA 004100- 0329 -05 WEST MICHAEL J +DONNA F 18047 MILITARY ROAD S SEATTLE WA 004100 - 0350-07 KANG YONG JA 506 SW 322ND ST FEDERAL WAY WA 004100 - 0398 -01 HUNT EUGENE S+CATHERINE M PO BOX 68186 SEATTLE WA 004100 - 0406 -01 DEROVIN ROY H 1157 N 166TH SEATTLE WA 004300 - 0108 -00 VESPER KENNETH M +IONE A 3481'S 152ND ST. SEATTLE WA 004300 0115 -01 .KIM CHUL M 132 THARP DRIVE MORAGA CA 004300 - 0130 -02 KING COUNTY 500 K C ADMIN BLDG SEATTLE WA 004300 LAVOIE REGINALD 0 3735 SOUTH 152N0 ST SEATTLE WA 5N2438 98168 Z0177 98168 719999 98188 589999 90403 609999 98168 743640 98133 759999 98188 580218 94556 6DF023 98104 809999 98188 004300 BURKARD WILLIAM.0 +PAMELLA G679999 3741 S 152ND-ST TUKWILLA WA 98188 004300 - 0200 -07 AMBASSADOR GARDEN PARTNERSH301691 13711 SE 43RD ST BELLEVUE WA 98006 RECEIVED JUN 0 2 1997 it c ... ..... ,.». <, COMMUNITY DEVELOPMENT z X W . UO N 0 . CD W J H CO LL, W 0 .. J u- ?. D. a I- w HO z r. uj gi O N . ,0 H: W . 0 N . H � O z { ASSOCIATED PERMITS: LOCATION: LOT SIZE: City of Tukwila Department of Community Development STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW Prepared July 3, 1997 HEARING DATE: July 24, 1997 NOTIFICATION: On July 10, 1997, staff mailed a Notice of Application and a Notice of Public Hearing to surrounding property owners. Notice was sent to the Seattle Times on July 8, 1997. On July 9,1997, the applicant posted a notice board on the site. PROJECT: L97 -0028 Design Review APPLICANT: Retail Petroleum Marketing, L.L.C. OWNER: Frank Desimone REQUEST: Design review approval to renovate the facade of the convenience store and construct a new pump station canopy. Building Permit Sign Permit Utility Permit 15060 Pacific Highway South, Tukwila 2,688 square feet for proposed new canopy 1,462 square feet for building with new addition COMPREHENSIVE PLAN DESIGNATION: Neighborhood Commercial Center John W. Rants, Mayor Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila. Wash! on 98188 • 12061. 431367 .0-,s.,Fax:.12061.93.1:d366.5.,....., z � z; ce U O ,' cn m w , Z. O . a < I— 0: Z I— g n 0 Ni F .w W! O` v N: ._O } Staff Rport to the Board of Architectural Review ZONING DISTRICT: Neighborhood Commercial Center (NCC) SEPA ENVIRONMENTAL DETERNIINATION: Not Applicable STAFF: Alexa Berlow, Associate Planner ATTACHMENTS: * To be presented at the hearin A. Set of Full-Size Plans B. Sign Specifications C. Color and Materials Board * D. Photographs of Site * E. Presentation Boards * L97 -0028 Shell Service Station Staff Rport to the Board of Architectural Review Shell Service Station VICINITY /SITE INFORMATION Project Description: The applicant proposes to renovate the facade of the existing convenience store including a small addition on the north side of the building, and to construct a new four (4) bay pump station canopy. The site design will also include a landscape plan and signage. The automobile repair business adjacent to the business directly north will be vacated and portions demolished for the new convenience store. Surrounding Land Uses: Commercial facilities abut the site, including a Burger King Restaurant to the north, McDonald's to the south, and Key Bank and a variety of commercial retail and restaurants across Pacific Highway South. There is a 30 foot easement to the east of site adjacent to a vacant lot. Existing Development: The site is currently used as a Desimone's Shell Station and convenience store. There is also an automobile repair business adjacent to the north portion of the store. Access is provided by Pacific Highway South to the west and South 152nd Street along the southern edge of the property. Vegetation: The site is flat with no vegetation. BACKGROUND FINDINGS The site is currently used as proposed, a Desimone's Shell Station and convenience store. The applicant is proposing to upgrade the store and pump station area, and to add landscaping, security, and parking. DECISION CRITERIA Design approval by the Board of Architectural Review is required for all commercial structures in the Neighborhood Commercial Center (NCC) zone, pursuant to TMC 18.22.070, and should be reviewed in coordination with the guidelines, codes, and permits discussed below. 18.60.050 1. Relationship of Structure to Site. a. The site should be planned to accomplish a desirable transition with streetscape and to provide for adequate landscaping and pedestrian movement; 3 L97 -0028 z w : m 00; NO . W J � w� u_ Q. D = X Z �. I- O z LIJ U 0 • O N, • :0 I-• . w: L I O ui z ° : O ~ z Staff Rport to the L97 -0028 Board of Architectural Review Shell Service Station The proposed project will be located among commercial fast food restaurants and various retail along Pacific Highway. The lot behind the property will remain vacant. \,/ The site will include two (2) structures, a pump station with four (4) stations, and a convenience store. The pump station is proposed for the front of the property. The food mart is proposed for the southeast corner of the site for maximum visibility from the main street arterial. The transition from street to site will be accomplished by curb cuts, currently two (2) are proposed from Pacific Highway South and one from South 152nd Street. Landscaping is proposed for the front of the property, in addition to a small portion at the south side of the new convenience store. A pathway wrapping around the front of the store, for access to parking at the north and south sides of the business, is proposed. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; Parking meets the minimum required of 2.5 spaces per 1,000 square feet, proposing 4 spaces, including one space for a van accessible vehicle. No provisions have been made for the minimum required two (2) bicycle spaces. Parking stalls are proposed for the north and south sides of the convenience store only. Stalls on the north side will be striped on a paved pad where a portion of the existing building (auto repair business) is proposed to be removed. By locating the parking stall close to the building, the visual impact of paved parking on the site will be reduced. The fueling area will be screened with low -level landscaping, street trees, and planters to further assist is reducing the visual impact of the paved area along Pacific Highway. c. The height and scale of each building should be considered in relation to the site. The height and scale of the convenience store and gas pump station is consistent with the commercial buildings on adjoining properties. The height is proposed for 14.9 feet to the highest roof peak, exclusive of rooftop satellite screening. 2. Relationship of Structure and Site to Adjoining Area. a. Harmony on texture, lines and masses is encouraged; 4 z < 2 : aa w 2. D U - O'. -4 I--; N LL. W O - a 1- w Z zo • Ca O ; 1--; 'W W Oi H V'; w z • O Z Staff Rport to the Board of Architectural Review b. • L97 -0028 Shell Service Station The architectural style of the proposed convenience store and pump station has a strong horizontal emphasis. Landscaping proposed for the site will assist in reducing the impact of large paved areas on the site. z 1 .1 U ' U O' N 0: w =` al c. Public buildings and structures should be consistent with the established LL to a = w. z o' . d. Compatibility of vehicular pedestrian circulation patterns and loading facilities in W terms of safety, efficiency and convenience should be encouraged; j n ; . Due to the highly auto - oriented use of the proposed business, pathways o — to the gas pumps have not been included in the site plan. A pathway is = w' proposed adjacent to the convenience store for access to parking on the F' - north and south sides of the building. � i z: U � e. Compatibility of on -site vehicular circulation with street circulation should be 0 Appropriate landscape transition to adjoining properties should be provided; Landcaped areas are proposed for various portions of the site. However, additional planting will be necessary to meet NCC zone landscaping requirements. neighborhood character; Not Applicable encouraged. The proposed site plan includes three (3) curb -cuts. The Tukwila Public Works Department requires a maximum of one curb cut per side of property, no greater than 35 feet wide and a minimum of 60 feet from the property line. A minimum 2.5 foot turning radius is necessary for trucks to'enter the property and fill underground gasoline storage tanks located at the south end of the property. 3. Landscaping and Site Treatment. a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced; The property is essentially flat. Site grading will not be altered, with the exception of additional fill material for construction of the addition and laying of the parking area. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; 5 c L Staff Rport to the L97 -0028 Board of Architectural Review Shell Service Station c. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; g. Current site grading will not be altered, therefore no supplemental measures will be necessary to assure safe circulation for pedestrians and vehicles. Landscaped areas are proposed for three of the most visible corners of the site, along Pacific Highway at the north and south ends of the property, and along the south side of the store. Deciduous trees with wide canopies are proposed to provide some shade to the site. The south side of the convenience store will also be planted with trees, shrubs, and groundcover. Planters will be added to the front of the property. J a. Q D . d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, _ Z �. O Z F- All landscaping will be protected by concrete curbs, intended to prevent j o . ' O • D O F- e. Where building sites limit planting, the placement of trees or shrubs in paved areas w W Z � O w Z ; U- t = 0 z mitigating steps should be taken; damage from vehicular overhang. is encouraged; Several portions of the site will require additional landscaping to meet landscape setback requirements for the NCC zone, including the fence along the north side of the property adjacent to Burger King, and behind the new store adjacent to the vacant lot. f. Screening of service yards, and other places which tend to be unsightly, should be accomplished by use of walls, fencing, planting or combination; Trash and recycling receptacles located on the east, or back side of the convenience store will be screened with vertical wood siding, painted gray. Planting along the south side of the store will further screen the area from view. ~ w C 2 6 J 'U 0 V) w: w =` In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; An existing cyclone fence along the north side and east sides of the property will remain, between the gas station and Burger King, plus an existing rolling gate along the east side of the property near the northeast comer of the property. 6 Staff Rport to the L97 -0028 Board of Architectural Review Shell Service Station h. Exterior lighting, when used should enhance the building design and the adjoining landscape. lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. z Et a UO 0 WI -I I - a. Architectural style is not restricted, evaluation of a project should be based on W O ;: quality of its design and relationship to its surroundings; 2 J u. a . The general architectural style proposed for the convenience store and co a . gas pump canopy are of a standard/national service station design I w prototype. A combination of building materials, including brick veneer, ? i vertical wood panels and metal trim, and a pitched roof and entry z I— pediment add variation to the standard architectural service station W j ; prototype. D CI b. Buildings should be to appropriate scale and in harmony with permanent W H . W H U I= Accents to the building design including a pitched roof and enhanced U. O ui z entry, as well as yellow and gray accents. These features contribute to v = ', the integration of the building with surrounding neighborhood Z �' development. A combination of sixteen foot light poles and wall lighting will be added to the new site plan. 4. Building Design. neighboring developments; c. Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; Windows and bands proposed for the store and canopy are proportionate to each other and to the overall scale of the built structures. The construction materials chosen are a combination of brick veneer and vertical wood siding. d. Colors should be harmonious, with bright or brilliant colors used only for accent; The colors proposed are primary gray and white, accented by dark gray and yellow. These are also Shell service station signature colors and will coordinate with the main pole sign proposed for the southwest corner of the site. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view; 7 • S. Miscellaneous Structures and Street Furniture. 8 Staff Rport to the L97 -0028 Board of Architectural Review Shell Service Station • The satellite dish located on the roof of the convenience store will be enclosed. It will be further screened from view out on Pacific Highway by the pump station canopy. (Refer to presentation board elevations at public hearing). f. Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; Pole lights are proposed at the South 152nd Street entrance and at the northwest corner of the site along Highway 99. Lighting standard design specifications are unknown. g. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. The box -style design of the proposed structures is simple and unassuming. However, to increase visibility and presence of the building as a commercial business along Pacific Highway, the convenience store entrance has been enhanced with a canopy and distinguished by the use of vertical wood siding, juxtaposed against brick veneer proposed for the remainder of the facade. A pitched roof contribute softer lines more compatible with the majority of building styles along Highway 99 and an enhanced landscape plan provides peripheral accents and interest to the overall site design. a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale; Brick veneer, vertical wood siding, and sheet metal have been proposed in various shades of gray for the store and canopy area. Yellow will be used as a accent color and to reduce the appearance of building scale on the site. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. Lighting design specifications are unknown. The impact of lighting, particularly pole lighting on adjacent areas is not known. A photometric site plan to show the illumination radii of primary lighting fixtures proposed for the site will be necessary. •z w ; Er b • CYO co co km; W I• w 0 : gJ: V._ �' a H w. z F. al a U � 131—: w w H U. w z . • U N` z . r.4" i-, .4tfhAa.'CZ itift *Y rail. n.41 lataL;tUra s 4 U � �. .. i"1, ∎i r `r is. ' a`kvtQi�a ` . c+ � � 4a�i4 �:;; �.:+��a�x�;it?,�b'���;.�.�d;: �v�, fri���.�;� :i.s�a �nv�a'ret�':5Z�i �:n;:;: . Staff Rport to the L97 -0028 Board of Architectural Review Shell Service Station The applicant submitted a new sign permit on 4- 22 -97. It was approved on 5 -2 -97. CONCLUSIONS DESIGN REVIEW GUIDELINES w CL 1. Relationship of Structure to Site v 0 CO CI The project meets basic development standards for lot area, building and ' w = landscaping setbacks, and building height under the NCC zone. The height and LL- scale of the convenience store and gas pump station is consistent with the w O commercial buildings on the adjoining properties. Due to the gas station's strong auto - oriented use, vehicular and pedestrian circulation paths are important g considerations. ! d ui 2. Relationship of Structure and Site to Adjoining Area z m . Z O, The architectural style of the proposed convenience store and pump station has a 2 D, strong horizontal emphasis, making the design consistent with the scale and mass v 0 of structures in adjoining areas. Landscaping has been enhanced at the front and o south side of the property. Still unknown are measures for safe pedestrian travel . w '; from the convenience store to an eventual sidewalk along Highway 99. O: 11 U N H The property is essentially flat and will remain unaltered, with the exception z of additional fill material to build the store addition and parking area. Several portions of the site will require additional landscaping to meet requirements for the NCC zone, including the fence along the north side of the property adjacent to Burger King, and behind the new store adjacent to the vacant lot. A pedestrian pathway from the convenience store to parking spaces adjacent to the building will be provided. Provisions for safe pedestrian access from the store to eventual sidewalks on Highway 99 and South 152nd Street have not been included. 3. Landscaping and Site Treatment 4. Building Design The box -style design of the proposed structures is simple and unassuming. However, to increase visibility and presence of the building as a commercial business along Pacific Highway, the convenience store building has been enhanced with a pitched roof and the entrance has been enhanced with a canopy. An augmented landscape plan provides peripheral accents and interest to the overall site design. 9 : ii>3ssi44 1;1- uif�"r�9.i a:a wa:«.uzaywFr ` t�n< <s'k:,` `e ;'a:w J'w"ns: =k.^; ge4N ttio44. KG `r' eYysTy A Staff Rport to the Board of Architectural Review 5. Miscellaneous Structures and Street Furniture 0-' RECOMMENDATIONS 3. Two (2) bicycle parking spaces must be added to the site plan, per TMC 18.56.050 10 L97 -0028 Shell Service Station A combination of sixteen foot light poles and wall lighting will be added to the new site plan. The design of lighting fixtures and impact of lighting, on adjacent areas are not known. The applicant submitted a new sign application on 4- 22 -97. It was approved on 5 -2 -97. flei/kh wta ervhf 4zt 1 7. Staff recommends approval of the proposed project with the following conditions: 1. The landscape plan needs to be revised in the following `' l k, P P g area: ; \ , �,,,, -1 . -, '. (t , G .9 7 .,.. The front landscape setback must be modified to meet the required five ) � € Jf � f 1 flf =/ foot setback along the entire west side of the property, exclusive of the 3 I; J foot required curb cut. In addition, a second front landscape setback of 5 ' } l f 1 ) r ` feet must be added along the south side of the property and trees added per 4 0 requirements o f the St T Dl.... and ,. side landscape setback of 10 r-,P.rd` ' feet along the north fence must also be added. B. Plant materials should be placed and maintained to provide visibility and prohibit hiding places for unauthorized people at ground level door and windows areas. Sticker shrubs, and low shrubs and umbrella trees (where canopy is maintained above five feet from the ground) must be used in proposed planting areas to allow room for surveillance mechanisms. J+` )3).,‘;' UA`Z•`, t'4 rAr, \! .A C. Pedestrian pathways from the 'convenience store must be added to eventual sidewalks along Pacific Highway and on S. 152nd Street. y ` \ ti 2. Submit lighting standard design specifications and a photometric site plan to show the illumination impact of primary lighting fixtures proposed for the site. A 0 v minimum one foot candle at ground level must be , maintained. 11 ` z CC u61 . JU U CO 0 CO W', N LL w � N a I- _ • 1- 0'. AU a Z H� :0l_''. W z • • O z. Staff Rport to the Board of Architectural Review 6 0, V0-.4 r Y The following recommendations have been suggested by the Police Department 112 "/(?`1.? regarding security measures on the site: Information Item 1. Installation of a quality surveillance video camera system. The camera should be able to identify a subject from the video recorded tape on all parts of the site, including the gas pump station to see the person pumping gas as well as the license plate of the vehicle. The camera should also be of sufficient quality to be viewed both day and night. Locate the cashier's area on raised platform in order for the cashier to have optimal view of the business. ,� fit" 3. 1 false ceilings in the public rest room ceilings to avoid temptations for criminals to hide in the ceiling area and drop down later to conduct robberies. 11 L97 -0028 Shell Service Station 4. Install a pre - payment system for gas during late evening hours of operation. Several gas stations in the area have reported numerous non- paying customers. June 25, 1997 Caryl Beethe RPM P.O. Box 80443 Seattle, Washington 98108 City of Tukwila John W Rants, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION Re: Application for Desimone's Shell Station, 15060 Pacific Highway South, Tukwila, WA Design Review File # L97 -0028 Dear Ms. Beethe: The next step is for you to install the notice board on the site within 14 days of the date of this letter. A copy of these instructions is attached. A laminated copy of the Notice of Application to post on the board . will be available from the Department of Community Development. After installing the sign with the laminated notice, you must return the signed Affidavit of Posting to our office. 1 Your application to remodel the facade of the existing convenience store and construct a new 4 -bay pump station canopy, at 15060 Pacific Highway South has been found complete on June 25, 1997, for purposes of meeting state mandated time requirements. This project has been tentatively scheduled for a public hearing before the Board of Architectural Review on Thursday, July 24, 1997. This determination of complete application does not preclude the City to require that you submit additional plans or information to insure the project meets substantive requirements of the City, brought forth during the routing process to appropriate departments. I will contact you to discuss any comments following their review. If you have any questions about the aforementioned process or any other issues regarding your application, please feel free to contact me directly at 431 -3673. Sincerely, G Alexa Berlow Associate Planner encl.: Notice Board Instructions cc: Reviewing City Departments 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 i fientagmalmonesim iimr REVISION SUBMITTAL DATE: &/c::. PLAN CHECK/PERMIT NUMBER: 1, CO & PROJECT NAME: besSYYlOY1E', \(\e„,1, PROJECT ADDRESS:) 'O Ruol CONTACT PERSON: CaYlij, e'Ei� PHONE: REVISION SUMMARY: 4 . -b ov ,j J 4 Iv,S `i b���(Cy, lee/u/ I+ Idre s /a 4e /s (/x A - 1/ . /oh; /. SHEET NUMBER(S) CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 "Cloud" or highlight all areas of revisions and date revisions. = "•••••• r fl JUN 02 1997 COMMUNITY SUBMITTED TO: &(-, 0A/JeI ) eOmr1i 4 'e nFVFI.OPMFNT CITY USE ONLY 3/19/96 1 ' N . r 1 CITY OF TUKW'ILA Address: 15060 PACIFIC HY Suit, ." S Permit No: S97-037 Tenant: DE'SIMONE. Tu•ue.'F F'��Il3fJ �� Status: ISSUED �ar���s1 #. O11= 111111 -Cr;•, , Applied: 04/22/1997 1 8C 05/02/1997 • X• k• k' kk'k•kk•kk•kk•k•kk•kk•k•.4:k* ** k* A* * k t. :k**•A A•t•kkkk'.r l ' k•kk•k•k:k•k•k ktkkk 4•k k'kkk *k** k•A.kA •k•k•kY: ;Permit Condition : 1 . IF ANY SITE IP1FROVEMENTS ARE SUBJECT TO ,DESIGN REVIEW UNDER • TMC 18.60, THE FREE'STANDI(!!IGN.: MAY bE REOUIRED TO BE MODIFIED• OR REPLACED .TO MEET CC' IG:;N:`RE,'uIEW• REOUIF:EMCNT'S. ,.ew:•...w:�trc, ,.MFa4 ". e i+; i ' ti": r- 1�Rtt:L:'xri...,;Sitv'';:aiF3. z4 w. 'U O; . u. • • I— uJ Z F ,, • •• Z F- w • , U m' ip NH • H. • W 0 • =i • Z L 5 t Tukwila Police Department Crime Prevention Through Environmental Design (CPTED) Design Review Desimone's Shell Station Proposal - L970028 CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Security Camera System: Recommend that a good quality surveillance video camera system be installed during construction. The cameras should have sufficient quality to be ,.able to identify a subject from the video recorded tape. The gas pump islands should be included on the surveillance so as to record the person pumping gas and the license plate of vehicles driving off without paying. It is a deterrent to potential thieves and great for prosecution to, have the actual crime on tape. The cameras should have sufficient quality to be viewed day and night. Orientation of Windows: Windows should be located so that the parking lot and pump areas can be easily surveyed by employees inside the business. Also the windows should be located so that a patrol car passing by can easily survey inside the business. 3. Cashier Platform: The cashier's area should be on a raised platform in order for the employees to have a better view of the entire business. This would help provide an atmosphere that the employee has control of the area thus reducing the opportunity for crimes to occur. 4. Rest rooms: Recommend that the rest rooms that are open to the general public not have false ceilings. There have been problems with subjects hiding in the ceiling area and dropping down later to do robberies. , 5. Landscaping: Plant materials should be placed and maintained so to provide visibility d prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five (5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 6. Pre -Pay: Recommend using a system of requiring pre - payment for gas during late evening hours of operation. Gas stations in the area report numerous drive off's without paying. z 1 U O ' CO NW W =. , o g LLa • = .z p. 1- C) •U (i) • 0 H. ua w U, LL H. l .. Z: U - •O z ;.,... ,_ _ i.;•r.� ... _ 1� `v�:a:�:+ aid; 'aS:A:t•;'5;�7:;l�Fkci�kbS %..:� A�. .1 ° h..Y+.�..LTi.az�v+.k'wh:+Y.f lwlu "i1..4:M7��di%A ks"il trl'. ? 4,4 !f it 74 v\tg id'1'4„.y'.*44.4„k'r. ! . ` "itl.;r.:m itaYvfyii,'RiS+:r - 'n::a�ii13a7S'7.�14 hS= 3tk`!LriiS } ( Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. Exterior areas should be illuminated sufficiently to provide a minimum maintained 1 foot candle at ground level. 8 Phone Booths: Recommend that the phones be programed so that calls can not be made to those phones. It has been observed that people .hang out around phone booths and wait for incoming calls to do their suspected drug transactions. All pager prefixes should be blocked. G Fencing: Recommend that a 6 foot chain link or attractive rod iron fence be installed on the north and east sides of the property. This would discourage thefts and robberies because it limits the escape routes of the would be thief. Plus it would eliminate persons hanging out on the property and then quickly slipping over the embankment when the police approach. It would also be a safety factor to protect people from walking off the embankment on the east and southeast side of the property. Checklist prepared by R. W. Abbott (243 -6506) 061397 'D ':.Si�i sA!lilri:7s ". "tc s35: CITY OF'UKWILA ,JA, Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 APPLICATION °FOR` STAFFUSE :Oa Y "? anne eta! Numl Application CCo`mplete "(D iplication Incomplete (Dat File Number. Project F lle # SEPA:File # i oreline File 1. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: Des (morl e. • s Sr el 1 Si pn DESIGN REVIEW (P -DR) B. LOCATION OF PROJECT /DEVELOPMENT: (give street address or, if vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection; if proposal applies to several properties, list the streets bounding the area.) 150(00 Pic i f tA y. S. , "Takw a., Quarter: , NtA Section: 23 Township: 2 Z Range: j(This information may be found on your tax statement) C. CONTACT: ( 5 A �� CT :: (Primary contact regarding the application, and to whom all notices and reports shall be sent) I= NAME: ev e& , RPM ADDRESS: P O . X 3 1 5 4-�F - (e, t..01 0 S 108 PHONE: _ _ 2t�Lo - T - S Z SIGNATURE: , - DATE: 5/z 4,9 7 t71'r'Y of RECEIVED MAY 3 0 1997 PERMIT CENTER z < W ry 6 00 CO 0 LLI w J W g a El � m. z �. H z 0 0- 0 H: W W 1- tit 5. w : O~ z CITY QE, TUKWILA Departm:. t of Community Development ' ' 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department of Community Development. Please contact the Department if you feel certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. Department staff are available to answer questions about application materials at 431 -3670. DESIGN REVIEW APPLICATION FORMS: RECEIVED CITY Application Checklist (1 copy), indicating items submitted with application YAFTUKWILA f Design Review Application (4 copies) MAY 3 0 1997 gr Design Review Fee ($900) PERMIT CENTER ❑ SEPA Environmental Checklist (6 copies) ❑ SEPA Environmental Checklist Fee ($325) ❑ Shoreline Permit Application (6 copies) & Fee (if within Shoreline Overlay District) PLANS [Six (6) copies of the following]: 7 Vicinity map showing location of the site. g Surrounding area map showing existing land uses within a 1000 -foot radius from the site's property lines. • len Site plan at 1". 30' or 1" = 20', with north arrow, graphic scale, and date; and the license stamp of the architect. The following information must be contained on the plan (details may be included on additional drawing sheets): Sr Property lines and dimensions, lot size(s), and names of adjacent roads Se Location and gross floor area of existing and proposed structure(s) with setbacks CSI Location of driveways, parking, loading, and outdoor service areas, with parking calculations .., and location and type of dumpster /recycling area screening rV Location and type of site lighting, including parking and pedestrian areas O Location and type of site furniture, such as benches, bike racks; location and type of any proposed public outdoor art O Location of any trails, parks, plazas or other outdoor open space provided for employees or the public; existing and proposed open space easements and dedications (if any) O Location and classification of any watercourses or wetlands, and 200' limit of Shoreline Overlay District O Existing and proposed grades at 2' contours, extending at least 5 feet beyond the site's boundaries, with a notation of the slope of areas in excess of 20% DESREV.DOC 1/30/97 R. i : ilef li it ArxaY + :r'ndtefs M'NtsTn�YkbYf':•: V{C■ itG s... . 7110 z w w 6 JU �0 CO N W W z: O W u- co = a F. W z � � Z f- U Ci • oF- W � O: i z O• z r W"Location of closest e) fire hydrant; location and size of `fy lines; location and size of utilities or street, sidewalk easements or dedications Description of water and sewer availability from provider of utility (note which utility district or City) Cpl Other relevant structures or features, such as rockeries, fences. Tr Landscape/planting plan at the same scale as site plan, with north arrow, graphic scale, and date; and the license stamp of the landscape architect. The following information must be contained on the plan: . Property lines and names of adjacent roads . 1 z lr Location of the following: proposed structure(s), vehicle and pedestrian circulation rr areas, dumpster /recycling area, site furniture, any proposed public outdoor art O Existing trees over 4" in diameter by size and species, and any trees to be saved o ' u C,� Proposed landscaping, including size, species, location and spacing. w w Cr Building elevations of all building facades at a scale of 1/8 = 1 or 1/4" = 1', with graphic scale n LL ,° and date. Each sheet shall have the license stamp of the architect. Include on the elevations: W o er Dimensions of all building facades and major architectural elements, with notations of �a materials to be used N �. g Location and type of exterior building lighting w Ir Location of mechanical units and proposed screening where necessary. z ❑ Signage per Sign Code. 413y 0HICe4 1- o ' z �-; ILL Q One (1) high quality 8 1/2" x 11" reduction of each of above plans. If the project undergoes significant changes, and additional set of reductions may be required. O — o cr Colors and materials sample board showing colors and materials to be used on all building w uj exteriors. r _- ' In APPLICANT'S RESPONSE TO DESIGN REVIEW CRITERIA: z Written response to the Zoning Code Design Review Guidelines and Comprehensive Plan Design ILI on Review Policies (see attached Design Review Application). o ❑ OTHER MATERIALS: z Other documentation and graphics in support of the proposal may be included as appropriate, such as color renderings, perspective drawings, photographs or models. If other materials are to be considered, eight (8) copies of each must be submitted (except models). Color drawings or photos may be submitted as 8.5 x 11 -inch color photocopies. PUBLIC NOTICE: . ❑ King County Assessor's map(s) which shows the location of each property within 500 feet of the subject operty. CI Two 3 is of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. (Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks—must be included.) See Attachment A. . ❑ A 4' x 4' public notice board will be required on site within 14 days of. the Department determining that a complete application has been received. See Attachment B. DESREV.DOC 12/12/96 t1LIICEIVED CITY OF TUKWILA MAY 3 0 1997 PERMIT CENTER ix%tsa041 :;0 . • :57hii�t:.�,t, "�?..Sj}�'kiY, :r`tkl"stiALi�"Cr o tai b c . dh414.4a #,14 - At 1 ..4414 6h " sit - D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at (city), � (state), on , 1997. q -' 1 �� a Th V it o . F 1 _ 9 ✓ Q% � 'vd - • i • 6- efi i cr UBOG e k Qe S /iv) o /r (Print Name) Jd/ so 177 (Address) (Phone N mber) r attire) MARY► Q) TRAUTMAN% RECEIVED CITY OF TUKWILA MAY 3 0 1997 PERMIT CENTER Use additional sheets as needed for all property owner signatures. PART A: (To be completed by applicant) Site Address (Attach map and Legal Description showing hydrant location and size of main): 1 6Q c=2 PANG( F (G 14 (,O S , ` Kl,vf . LOA \ (P 00 o4,,ac) Owner. Information: Agent/Contact Person: Name: Ft b -S ' o Name: 0.A.4 i:E.eT! -1E / .1 PM Address: 45(' 6, 1" C. �-'� 1 i Address: P O. SOX ejo4-4 3 e..,0(44-4( Phone: 2.l�Co -242.- 0 2,24. $ 1 ` 68 Phone: x-4-26.._ S2�2 ° 7 q ? 10E This certificate is for the purposes of: )Co .-' 4 q5 ❑ Residential Building Permit ❑ Preliminary Plat ❑ Short Subdivision M Commercial /Industrial Building Permit ❑ Rezone ❑ Other Estimated number of service connections and meter size(s): 1 / jai (U- 9 r t6 ex is-ti l Vehicular distance from nearest hydrant to the closest point of structure 2..2. ft. Area is served by (Water utility district): K t rJC. aouj )Thl L,L) "(E b ■,S T R,t (2S 12 CiT 7\ ner ent ignature: Date: 51 Z 2 / .7 PART C: (To be completed by governing jurisdiction) Water Availability: ❑ Acceptable service can be provided to this project RFCRIVE[ ❑ Acceptable service cannot be provided to this project unless the improvements in item C2 are met. ❑ System isn't capable of providing service to this project. N Q " 190' Minimum water system improvements: (At least equal to B2 above) rL COMMUNITY DEVELOPMENT (Use separate sheet if more room is needed) Agency /Phone By Date 1 CITY OF - TI. WILA Permit Cenrer 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188 Telephone: (206) 431 -3670 Certificate of Water Availability PROJECT #: (Use separate sheet if more room is needed) I hereby certify that the above information is true and correct. det /ZSe Agency /Phone tr2 --c� c-c 7 WTRAVAIL.DOC 6/5/96 H -11 a (Required only if outside City of Tukwila water utility district) PART B: (To be completed by water utility district) The proposed project is located within (City /County) The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection: Based upon the improvements listed above, water can be provided and will bp available at the site with a flow of / '? [ atf. gpm at 20 psi residual for a duration of 2 hours at a velocity of s fps as documented by the attached calculations. By — z9 — g7 Date Mre AMP."ui'u%;en� ors z � JU 00 (/) =. J H w O u-< H z �. z o 2 u j U 0- o 1-, w F=- U ti O w U 0 z By �i+�FT.� 1 __ ■�,���,4f.. "YSE1'E1t..DISTE%C if 14816 Military Road South P.O. Box 68063 Tukwila, WA 98168 (206) 242 -3236 CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY uir Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi - Family Commercial ❑ Other Applicants Name: pM Phone: 822 - 54W Property Address or Approximate Location: Legal Description(Attach Map and Legal Description if necessary): "Ty L oo410o —o68O Part B: (To Be Completed by Sewer Agency) fI 1. a. Sewer Service will be provided by side sewer connection only to an existing tO oa/ feet -fern -the site and the sewer system has the capacity to serve the proposed use. size sewer OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. Era. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District of city, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC: $ LFC: $ UNIT: $ (Subject to Change on January 1st) TOTAL: $ ---�'- King County /METRO Capacity Charge: Approximately $750 /residential equivalent will be billed directly by King County after connection to the sewer system. b. Easements: ❑ Requir ed 1:3 May be Required c. Other: 'e-pi. ?u'bti -�f-- l5 RECEIVE J n? 1997 ( iv V�UNi'i Y a c Ir_; c Dnar J I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of signature. e Title Z. Date Date z w . i O 0 W =` -I 1- u_ w 0 g Q ; = d . 1— _ . z � � z F- O • - 0 w L -L - 0 w z • o) z ■ CITY OF T!1KWILA Department oL Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 DESIGN REVIEW (P -DR) APPLICATION FORSTAFFUSEONL`Y. eceipV Appiicatlon Complete I 0 Apgcatlon' inco'mpiete ?(Da File Num roject File #• Egt SEPA Flle;� Shoreline I. PROJECT BACKGROUND A. NAME OF PROJECT /DEVELOPMENT: Des imone ; $ Shell 1 Si '1 o t-Z B. LOCATION OF PROJECT /DEVELOPMENT: (give street address or, if vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection; if proposal applies to several properties, list the streets bounding the area.) 15o(oo Pac if (G gv.ty. S. , Quarter: NA Section: 23 Township: 2 Z Range: (This information may be found on your tax statement) C. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent) NAME: 0-)a Q ( Bee :the I^ RPM 1P to t ` I I , �p (� ADDRESS: P. O. eOx 504`T � , s e&+i j e , l 7 1 l os PHONE: _ 2[ ..yyo - 5 2 / SIGNATURE: ' DATE: 5/ 2 4/97 7 RECEIVED Cry OF TUKWILA MAY 3 0 1997 +'EtiVti i` CENTER z re w 6 U O 0 W = J � • u_ 'Li 0, w a U D = d . I- _ Z �. I- O Z H w '0 Si2 U � w H U . O w z : U - F--_ O ~ z -D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: I am the current owner of the property which is the subject of this application. All statements contained in the application are true and correct to the best of my knowledge. The application is being submitted with my knowledge and consent. understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at (city), (state), on , 199. 06-4- tv k pe s //1-) o it. (Print Name) /fe/ So 177 c -. 9 r/ . P (Address) (Phone N mb.er) ..,,.%•%%%,, b. (Si atLre) r ;QN 1 !■,, t 1 4141f 991), )„ MARYLQU TRAUTMAI ij RECEIVED CITY OF TUKWILA MAY 3 0 1997 PERMIT CENTER Use additional sheets as needed for all property owner signatures. .v. „-r, ;z ✓.,•,, :vem..,,ywmarrti,•;tww R>.Nrvva+m+w.......yn + ' .wstr mewat YamtsrMrtlnadVK'7RMF harm :, t+-•.. iIJH. Ls:- K{ k��” n" �i�ti 'F��F�Fs�,'?pt&�',�•z�a�F.7�f� `"'.iik z i~ mo w . OO N 0 w= J �. w 0 : Q � —J L L co a ' I- _ z � : H- 0 Z F- �o 0 i— w H U LL. F " , O . W Z' _ 0 1 " — : z DL._.. REPAIRS DEPOSIT VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER PERMIT OWNER Ll- .....e..64 a714... PrZt.QNl.G.2.... NOUSE ADDRESS. .._.1._ 6 - ._. P /L5 NAME SUR- DIVISION 4. " CON. PAes DISTRICT APPROVAL BY F --1-1. / .44 " V- DATE S -- -9 / TEST RESULTS 1 46' 1 14 . e — 0 /(,— PERMIT N2 0 3844 EASEMENT ...... _.._.._.._._ CARD No. ..._.. // DATE. ..» fQ_.. ».._.._... CONTRACTOR. 4:. P. S . •el...iliC. _......... BASEMENT: YES ...._... NO _._.......... LOT No.. ILK. No SCALE RECEIVED JUN 0 2 1997 COMMUNITY DEVELOPMENT I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL BY , F DATE S F` Z , r e it . 00 N.O. U uj W N.u. w 0 ' • LL Q� D = a � I- O; Z W WI i0 !W W O : Ii Z : 0 I- Z :aSas:i:r %d 'f.0 use; ;:b'd4 :4fce6;vad cfk!, =u n aryu.;.rs= �l.;i s".�:�it�tiC .�;1'.:Y= .•`oiu`s ,„ .. f J / O 010010.IOCA1101 O M NO AMNTR WT ROfON IC I SS KAN 1•' ATOAOI UY 6OL1N W&TI1LL UM. TRAM 144L01 LOW d 0 ALL AI MAMA ADA Mfr TO MAT1D1 0ANCOM. A InTLT. C WTIOOI aeS WAIT YO *AWED ATl TO NM ADA YAM A09Waa Ma*A MO WALL SW 22 -23 -4 ADAMS NOIRE TRACTS FIRST ADDITION PARCEL •004100430, LOTS 25, 2 l 21 / / 1 1 / / J / PJ•1110 Cra0t AMMO T•tl• OAMICAD Dog! MO NTALL &YOM WRLa 01.40111. ATM MALL AIMS TO MATO. AMMO COMM RAY GWARA ABLAM E)A'MweA 1101 Ponl• COMER T•Tma COMO tI Z ATM RTE•SR P&OPCn ASCM MILL Ont.1•WOL AIo roWraO•TWO AIIOUO W *OM OP SADAO. INSTALL u161On OAR ad CO1TN Y. TOO 001••• YT rm.' NTALLbt MTPLLOZ •W 10 LYpfJP� r1 TfRDMa &Am.0 NA OS, SLAY COON IR IATOMMO SOUTH IS2nd STREET PIR= AR:WWta ►A•oo STALL AdWWWATOAAL PAWPAW WW MOM TON W&TALLAD MTAAI IJOWCXA AT•A I D O O T M S w wxiN I A T I WT. TOSCO •••• 1100L• MFlOOLTE.Y AY OCOON MAMMA ISOOaWOW WYLHATOL come room .T.SI OO•TMLCT Y NM LO■Jwha WOW' WO MONDE 11/ •AI•Oo STALL& l01 nflO TO 4051T00ATA 1•41106 WALLA 01PI49A. DY W&RJ 031,0O1701v• TAO 1 SCALE. F.2t. RECEIVED CITY OF TUKWILA MAY 3 C 1997 PERMIT CENTER Wang VICINITY MAP L COW0ACTO• • RMOSOLI 1O1 ALL An•••TAIC ma000.TATN Y .aA•173 TO SDw19CT Ad NTALL AM PROM. TN AAO OERiwN .VOW MOON. GENERAL NOTES L OO•ALmW AMA O *ICON fl PAWN - DI I JTOL L MO.n HOOT AMA O AMMO MT[ PAAEM. DRAWTDI MO Arm .14:MMIA OL.00 AOO•TOL Malian w WON AMA I MO caer TO L1• o.nW•i. MnAar. A. OIOn NSA � POPO= MU caw,. w •.w00 C WL.TTOL Mulaa.02691120.41104 • rAla001 , ..LO. IR& L LAC Mal Mill= .L MTR0,TAIR. OOeai.^YNA s * MATH OOTAIR. VALNt1•181 DESIGN REVIEW INFORMATIOr 1A•G PM' SITE PLAN DESR1ONE'a SHELL STATION 15060 PACIFIC HIGHWAY SOUTH TV:WILA, WASHINGTON Owl . • •WLWLrn Oar Akar* -14 e'•• � m Wr.L ont•Ae AW RAW PATYIn LW.LL m n Oro R- WAr 1O7 CA Oa IMO la= A IObn alu C M SnA•wT roskrAl AM MTN, hNrr 2214 AAA ..W 110•TO 7Sr.AI sr•• rw� DW1TA MTV YTA /Ws MAIM M. K Aar. ••••••■ A■• LWYJlAOL}l1! NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 1 / / / / / / / / / / / /// / / / / / / / / /1/1 / / / / // / // // / / / / / /// // / / / / / / ! / / / / / r /' / / / / ( / / / / / ' ,7 / / I / ,/ / // :i . / / / / ` / 4// / / / / / // / / / / / / / / / / / / `/ / / / // / // / / / / / / // / / / /// / / / / / / /1 // / / / / SCt:T4 152nd 574cE7 t _ 5 PRELIMINARY LANDSCAPE PLAN 53122-23-4 4DAM5 i -I0t1E TRACTS FIRST ADDITION PARCEL '904I0O -689. LOTS 29, 29 1 21 e e 6 R�•L'F 2 n66• PRELIMINARY LANDSCAPE SCHEDULE 7000- P.cttNC4 NAM �1- \ SMALL SHADE TREE& o C*4 40346 Lnv4LEI 07-6 tiLWNC•I 0 . JL5 L 017 Ltri KEW ORC 4.4.0014! LS.'Illl. a Nr. MN. 0047, Ria 01 07267. 56/.64 be ' 0+ PLLIt E VERGREEN TREES: •N.S 004 SWUM GROI DCOVE3 PERENNIALS • R.:70E0CA.1 O L :0 500.!. r. ;C.0 VAT ,F • 76.61 66.7.76 no on NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. 541:5/CO3001047 7 07:6 077 W-0. 67, 040 6PL0170 65 •San at PL:1L 670 PTE 0.067 '0 e0E. P.f0 G. 0L0+0 AS 56016 00 041 1..46 P03300LE 04007 0700 94343 60 9, SLID Perm.. II* MI LV6S 1oN 0075. 0' OC.1 4 rLGw 570770 4!t 00140' RCM E300 C 40. 0014 607444. H 44.'01 1.7.67000) LL. t:04.:00<.I10.E.6EL71+ 00E5.00 Y2. GAL CONT. I!' PL00I0 PER 004+710. RECEIVED CITY OF TUKWILA MAY 3 0 1997 PERMIT CENTER 770tLCir" LANDSCAPE FLAN C'c5'"CNE'e 5 -ELL 1300.0 PACFIC 41GI.LIAT iLGW :_A, W4.54 NGTCN Rp RYY RIM• Mtnn.w.ry rc .I ,,t.c. -ea )tw '_560`5+0 Cox ...L mW OAR 44*0 (3014.. woe.), t. 7z 4.1e re. rue +n. nowt De..: ri.n r L I .1/0 SIP SM . L —I EQUIPMENT SCREEN SECTION CT TO CALE RCALE Wr•I• ODLKS 0 COVED MC! OVEEUId =rut now Y ImMSD A.O IEO:DAT SOUTI -I ELEVATION PANT =ETb DOOR PNNM R EST AW DOEI LT EMT NONE tarom wane ETSCT.S. wet Tr.TIM PLAN 1 IWO PAN? PO MO FY= *WOO S0 .ONE LT OISY PANT MEND FAEOA D OME =MET PAM EDEMA PETAA .ONO LT E!T !!AVID[ Y EA ILADDD 10100 .SR ALM IWO. PANT R GMT P ANT DEED DENY P OND LT ESY dE� 99! — =WHIP 1111111111 :III _ 1111111 I IIIIIIIWII 111111111 • = i0r:0 /ql_ -_[ i11m1J;lmmi0J1Um11i �'1 1 mutII P AM, CETO DOOR E WES OR MET NO PAW DOOR LT OMIT MOTE COOLER DEJA 1 � PANTOETW COMER MALL LT EST C:::: �.-- PRTEN O COOLER ELLS TO S Ipovm ACT ITIAT IL •SC 'LEVIN POLTI E OE EMIT NM OA PANT UST Mb= IMO DECO HEAL ML= A& R EMT EAST ELEVATION NORTI -1 ELEVATION CALM VL•.TT MONDE ICEDID ADDED SATELLITE DEN 0.0=1I21 TO MT�PY MT STEIN R EST WEST ELEVATION PAM DENY ECK NO WOO YORE LT EMT. TT. a RIDaD MOM TO MATOI DOEDD TOP AID OOTTan O If1101Alm MIA PANT LT EMT TO - PANTED LT EST EMEND CLAIM E OA PIl.DEOO LT EMT NM 02 00•4•11. sTormAilcrA AYR MEND YOM R EMT a SEIB DECOYED DELL ME/. PEW TO 1.1.00R PLAN rANr LT GIST DEMO 1ALL NEI AD!!LM DAIDDI STYLE MOM 1.01l CADAER MOM arrow. ]N• LOOM M AIT 1525257 OLA ?D RODNEALTOD TO 0n1 Y .41.1111.72 DLO) Id AYMVT =OOEL .ms scion= root caftan NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT. RECEIVED PITY OF TUKWILA MM 3 0 1997 F3RM)T CENTER WALLACriPLT1EAL PIETEEC Y001i MUM! PL MELT MM DA OAT= MEND EMMY P000 PANT DETW YOM . 1 . NEE: TE %O01CT Il0V1 POlyd 0 LMS OVIINIMMO, MO WI CA FlEm i TEL= ACCINR i WOO EOND.tOIlwD2 TO WILY M P1ACa TDlLSDA.aCOT Pi TYPICAL PANT DETN0 W 00.• LT OAR "AEG DATE BUILDING ELEVATIONS Des53 SHELL 15 050 PACIFIC HIGMLAY 5 TIKWILA, UJA544INGTON 0ND MY. POD 00.0!0 rpEONDon 5 Alt POEM Noon' C REa DK.• YSD 000 PSE lIY YNE. ISTIONATTE Maw ETD PID.A". 17.E 04521 ti• P..EI1 A..I.W days1 NA CNITIZTENON AIM MIT &Ow 1.14■111 M 05 Cry 4.P Mg MI 732 66S0 - 0S9 (09£) XV3 06II - 059 (09£) 3NOHd 071v Odi0]N 5NON Tok15110 0 - 0 r rn z m r m 100 JO NOISSIW213d N31118M 8012ld 100H11M . 103 HIIM $S3NIS08 3NI00„ 30 3SMl03 3H1 NI 1d33X3 213NNVW ANV NI O3SO HO 121Vd NI 80 31OHM NI 03311008d321 38 ION 11VHS ONV 1I00) '3NI 'NDIS3O WOLSl3 01.1VI1N3013NO0 210 /ONV A21V131Hd021d 3UV SNOI1V313133aS ONV S3114 3NIMVHO 1VNIDI I0 3S3H1 4 70z 1 DD Dr Ul (S 70 70 rr' z " 6' -3 1/4" 6' -3 1/4" NOLLVA313 NOG 310d 0M0' l -NOWSO 3113 :SNOI1V3I3133dS :31V0 A321 L6 /1Z /V :31V 0 ,l /l 'TWOS - o n rn z z 2 15' -0" OVERALL HIEGTH NOTICE: IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE IT IS DUE TO THE QUALITY OF THE DOCUMENT 18VW 0003 S3NOWIS3O :31rIVN 80f tscl 6" FRAME (.5' z 0 D r g „ 1 10/02/1997 14:40 2064429700 NORTHWIND PETROLEUM 01/07/1995 18;44 2064429740 NORTHWIND PETROLEUM ex4 I T PAGE 02 e �r tiS'40$,V0PiduliNk ..,.1 :�k.Ctf &1;uiiz�'1� dl 8'•' gt ', ski 10/02/1997 14:40 2064429700 7 / 1 / 1 4 4 EXIt1B�T' t 8 / 86744. l PIETAL 1 161.I218 4.17447 ON W POLL RLL N ocISTN6 ADAA NAil To eutC4coc Ex 668.I3687•, coK6116.cT PEW NAMP 440 VAN 4CCt Lf Mi44046 T Af.L b NORTHWIND PETROLEUM ur LANO6C4Pe euu.ain eeln4cc ier+DVE ri/ 4 P4NEL6 MOM Da6T1016 GooLs t memo_ L'+(raTW C0•44E7805= Vow NTENIwt, P 10vloc NLLI 4' U 6T713 8484IA Alm Dp161061 &AMA" 6 60E8 00116812/1516. NbTAit 8456447E 0161 ON EX10668) ROM DE1 ' J. ACIU5t. I. CATI04 SW 22 -23 -4 ADAMS HOME TRACT6 FIRST ADDITION PARCEL 'm04100 -. NEW Pr ANSA 1nua7816 PM. MTDRANT SOUTH I52nd STREET PRO IDR VAN ACCy681BL E PAMPAS eRALl NANIVINAT1ONAL row*. SIGN (6106110 EC 667A1.1212 _• 4.16461 LAIIDeGAPE ARCA; T t ro owaivis■ 086184 c7ri01t PC CN6 N sb'i e V ?MILD' e e PAGE 03 Ne N8 e / 01/07/1996 18:44 2064429700 / / 3 1 / / 7/ / • NORTHWIND PETROLEUM / / / / / l'4 A SOUTH 152nd STREET N 81S'II'04" W 3 , ..:�`�'i:rtit�2 -. • .. ?• rt:Ei�:��. cif%.`: d+. i' iati�'.', u/' isiGfai�it 4: iv.' u^.+.` �'" ic75i. �Lat�iL :krt.�'t'3"P;�dk�`''.iT�?:3fik 4i; 74‘h 0)9•Wawrbts4u $s"d5+'t'ga:'ihsiE. .?..�. W J U, 0 co 0 'W =! •WO: J: D:. z a, F 1- O D ° All IL L ui z; U N; O H; z • 35 mm Drawing# l97-0028 I ,.0 -,8 „0 -, C l I „0—,* �1 W12x16 TS10x10x5/8 W12x16 I I 2x16 J _. 20GA ASTM A446 GRADE C ROOF DECK O/0 „9l S81LI “c/m, LJ- SEXBIM I I I TS10x10x5/8 �] TS10x10x5/8 TS10x10x5/8 ', TS10x10x5/8 11 \ -�:.. N N r - - ' N X co W12x16 . { W12x16 LO o � 3 W12x16 to o � _ 12' -0" 410 8 -0" 8' -0" 8' -0" , 6' -0" 6' -0" 6' -0" 6' -0" 8' -0" 8' -0" 8' -0" 12' -0" 24' -0" 24' -0" 24' -0" 96' -0" ACM FASCIA M to x X ,- Q - O O X O r r- N H DRIVE SLAB TS10x10x5/8 0- NOTE ANCHOR BOLT ORIENTATION 24' -0" Eql CANOPY FRAMING PLAN SCALE: 3/16" = 1 -0" 24' -0" CANOPY ELEVATION SCALE: 3/16" = 1' -0" z a 32831 CANOPY FOUNDATION PLAN SCALE: 3/16" = 1 -0" 24' -0" J J FILE COPY rst and ;hatche =P,Ao Check approv, are errors and OMISS,,ns and approv dies violation 0 any . na,. R ceipt of coi p i �II 1);t' e STRUCTURAL NOTES L r tudltl!1 IeL,.�_ 1. CODE U.B.C. - -97 2. ROOF LIVE LOAD - -25 P.S.F. 3. WIND - -80 M.P.H., EXPOSURE C 4. SEISMIC - -3 J 5. SOIL CAPACITY 1000 PSF ASSUMED. �iti_(> 6. CONCRETE FOOTING - -f'c =2500 PSI (MIN. 5 SACKS CEMENT PER CUBIC YARD) 7. REINFORCING STEEL - -ASTM A615, GRADE 60, FY =60KSI 8. HOT ROLLED STEEL SHAPES & PLATE - -ASTM A36, FY =36KSI 9. STRUCTURAL TUBING - -ASTM A500 GRADE B, F '46KSI 10. ALL STRUCTURAL STEEL TO BE RED PRIME PAINTED 11. COLD ROLLED STEEL SHEET, GALVANIZED - -ASTM A446, GRADE D, Fy =50 KSI. 12. ANCHOR BOLTS - -ASTM A36, Fy = 36 ksi 13. WELDS - -E70 ELECTRODES -ALL WELDS BY CERTIFIED WELDERS 14. BOLTS--ASTM A307 UNLESS NOTED. 15. GROUT= 2000 PSI 16. CONTRACTOR TO VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF WORK. ALL WORK TO BE IN ACCORD- ANCE WITH ALL APPLICABLE CODES AND STANDARDS. 17. ALL SCREWS AND BOLTS THRU DECK SHALL HAVE TOP SEALS. 18. ALL FLASHING, GUTTERS, ETC. SHALL BE CONSTRUCTED TO BE LEAK TIGHT AT THEIR JOINTS OR SEAMS BY USE OF MASTIC. 19. SPECIAL INSPECTION IS REQUIRED FOR FOOTINGS. J Z w< U i w 05 t Q u' o n PEYTON — TO JTA MD 'TES 954 Town & Country Rd Orange. CA 92868 Ph:(714) 245 -4930 Fax:(714) 245 -4933 RECEIVED FEB 3 1999 PERMIT CENTER A Z2x1 1 " 2x18GA 04 - 0 /C 0 z D 0 w 0 1 CO z 0 0 a 0 PURLIN 2" GROUT BY G 4 ; 5's VERT. EACH FACE OR OPTIONAL (12) #6's VERT. III WT8x28.5 (8) 3/4 "DIA A307's �--L2 1�2x2x 3/16 20GA GUTTER L3x3x18GA 0 4' -0" 0/C OR ELD #10 SMS BASE. PLATE LAYOUT CARRY BEAM 20GA ASTM A446 GRADE C DECK W /3" RIBS 0 16" 0/C FASTEN RIBS W/ #14 SMS 0 ENDS, PURLINS & MIDSPANS NOTE: SPECIAL INSPECTION IS REQUIRED FOR FOOTINGS SECTION SCALE: 1" = 1' -0" 2 " 4" 2" 5" 5" 2 3" CLEAR TYP 3' -0" SQUARE OPTIONAL 3' -0" DIAMETER 20GA COLLAR HEAVY MASTIC TS10x10x5/8 7/ 161/ 1/4" STIFFENERS NS & FS TYP DECK CLIP ® / 1 1/2" x 18" SQ. BASE PL. (12) #5's VERT. NAT. GRADE OR FROST LINE m —lil- 1_ITL — 6 — 1 1/4 "0 A36 A.B.'s HEAVY HEX AND PL1 /2x4x4 #3 TIES 0 12" O.C. POUR ALL FOOTINGS AGAINST UNDISTURBED SOIL (12) #6's VERT. #3's 0 12" O.C OPTIONAL REINFORCING DETAIL 0 ROUND FTG, p EINFORCING DETAIL 0 SQUARE EtQ, 2 —S 2 -6 TYP (4) 5/8 "DIA A307'S TYP — Z2x1 1 /2x18GA (§� 4 ° -0" 0/C SECTION SCALE: 1" = 1' -0" PURLIN DECK (4) 5/8 "DIA A3O7'S L2 1/2x2x1/4 LLV PURLIN 1/4" GAP L3x3x18GA 4' -0" 0/C C —BM —1,„ 3/16 I > � - 1 /4 STIFFENERS NS & FS SPOT WELD OR (3) #10 SMS — 2 "x16GA FLAT STRAP FLG STAY 2) S DECK © RIBS & PURLIN 1/4" END PLATES 2 -6 TYP J w< � 3-1 CO ' al L e) gal 05 g Q 0_ PEYTON - TOWTA AND ASSOCIATES 9.54 Town Orr C.untr7 8d1 Oranp", CA 92868 Ph:(714) 245 -4930 Fax:(714) 245 -4933 RECEIVED Cm OF TUICOLA P 3 1999 PERMIT CENTER 0 » 0- 4C 0 J U w ca Le Fl Q C r W 0 o RIX NAVE 32523 1 YbY WINK .0. DRAMs aeaagN N5 A /0 \" C 9 NOT TO SCALE SCALE /4". I' -0' 2 REPAIR ROOF AS REQUIRED AND RECOAT WHITE I lain GALS STD. PIPE RAIL AND POSTS, UIELDED TO YEW. ANGLES. RROV1DE ONLY IARN GOVERNING LOCAL AUTHORITY REQUIRES GUARD RAIL N ADDITION TO SCREEN 3 15° ALUM. SCREEN BLADES AT 4' OL, PANTED TO MATCH UTALLS ALUM HAT CHANELS 215'x2 °xIs'GALV. FRAME AT S' -0° OO. ❑ °x12 "x2'CONC. PADS, SET N ROOFNG CEMENT (DO NOT PENETRATE ROCF) EQUIPMENT SCIREEN SECTION PAINT EXISTING FASCIA BOARD DK GREY PAINT EXISTING METAL SIDING LT GREY PROVIDE 20 GA FLASHING BEHMD NEW ACM. BAND, PAINT DK GREY PAINT EXISTNG GUTTER SIDING LT GREY a•w 1 54^41 - �� Gag S561104 114 I; 61 1 OUTLINE CF EXISTING ROOF OVERHANGS SOUT1-I ELEVATION 3 4 H rtMrwMl Mrll OM MIK rrra ICIMI rsIRINI— rrMMIN ManniallememliMilelaaMMINNIMIng 1Mr11.—•rrrrMr —MrMr 1111��1■ r111111 l■rwlrrlrrU Awe •MirMr� -�IM�Iif — r■� t 11111111111r ®— .— IMIiIMINirr M•rMrr■MMMIr■19111l1MrYir a�iiSirrwrMrrr— Mre. _rx�w��r•�M�Mwn -ms s.: -_= : ■s.-.n �raiw INN r 1s 1 sr•■•iiM IIIIIIIIMINMENIMMINNIIIINIMIMMI 'is ®Miii - ■iwrsMINiir as_wr ∎_••�_ r•i■••— ii■r■■ilE •s •i•i•w ■I� iiiiM 1■ll�wriii s•••is►7M wi•■ilAIIM ■■■•r�ra 4 6 PAINT EXISTING BUILDING LIGHT GREY 16T1 - fJ I tst .. B. 1 EAST ELEVATION SCALE: 1/4".I' -0" Gy°H •el j -Ha RED EXISTING DOOR CQAME ////// _ - E PLACE WITH NEW WOOD SIDING/ `- - TO MATCH EXISTING, PANT LT GREY. '9 0 1 4 7 1 PAINT EXISTING DOOR FRAMES DR GREY AND PAINT DOOR LT GREY PAINT EXISTING FASCIA BOARD AND SIDING LT GREY M1 tha_ Me ieRS !Salt - r G ovls i T" S S 10 ANT EXISTING BRICK AND -... WOO REVEAL AREAS OK A GREY. Hew r PK Y A.CM, MATERIAL PFINISHED GLIDDEN POLYP DK GREY NO. 424 EXISTING COOLER WALLS TO BE PAINTED LT GREY PROVIDE SCREENING AROUND SATELLITE DISH (LOCATION TO BE DE-rem-n t D BY SYSTEM INSTALLER), PAINT DK GREY — WEST ELEVATION SCALE, I/4 ".I' -0" 12 12 PAINT EXISTING BRICK AND WOOD SIDING LT GREY, TYP. NEW WOOD SIDING TO MATCH EXISTING, TOP AND BOTTOM OF NEW GLAZED AREA, PANT LT GREY 13 XISTII- GLAZING FF`I:^I7 of / oN 15 g°tfiG/ T' DI NEW ALUMINUM GARDEN STYLE ENr_LO5»FOR CASHIER 14 20 GA r- tH NIHNED LT GREY NO. 422 GRAVEL STOP/FASCIA °AINT EXISTING SIDING DK GREY C., I EXISTING WING WALL BEYOND -- NEW ALUMINUM GARDEN STYLE WINDOW FOR CASHIER 4 IS �— INSTALL A.C.M. MATERIAL P R.EF WISHED GLIDDEN POLYURE DK GREY NO. 424 (MATCH EXISTING "EYEBROW" PITCH) PAINT EXISTING S;DIM1G e 2" HORIL TRIM, DYC GREY L IS REMOVE PORTION OF EXISTING ROOF OVER -I4NG, PROVIDE GUTTER 20 GA PREFINISHED YELLOW ACCENT BAND EXISTING STORA*RONT TO REMAIN IN PLACE YELLOW WAINSCOT PANELS TYPICAL e v e 6 ad PAINT EXISTING Sx3 COLLMN LT GREY B1 �ry 1 SW b - O f H - rPr--- 1 PAINT-1, II{ 1.IIIIIII`IU II111111 IhI'lilU lllllillllilit ( I� � r1l 1 111lltllillihLl 4 1111'1 IF1 1.IilllIIIII 11.11111J1 1111111 ILi "II.fh4III- III�IIill ifIId�l "IIIIi- 111IIII Ii 4.It�1 t "fP �lt;i1111ii iit 11i_1f1Hl wA I H� '1" r^t GJS \ \ \--EXISTING NO U ORK _ FA., ..t - RECESSED WALL AREA REFER TO FLOOR P"`AN, PAINT LT GREY RECEIVED CITY OF TUKWILA AUG u I lyJr PERMIT CENTER E3UILIDINC ELEVATIONS DeSIMONE'S SHELL 15060 PAGIFIG HIGHWAY S TUKWILA, WASHING =TON t CROUP,) Remy, F eEir N F.FSnmtkg ArdiNGM711 D■etn Een4a■ S IL ICA (/,11 E dY L 4x d REVISIONS INITIAL HDW SET NO. BUTTS CLOS LOCKSETS : STOPS, ETC. FULLS MISCELLANEOUS REMARKS - ,,. mm - uu N- n £ -1 L -7 _ n � � RATING - It - 0.. E t E E E m V s S r :E I 2 a 2 . - 2 I 3' -0" 2 2 i ALUM. AND GLASS ENTRY DOOR 3 IONE I 3 I - INTERIOR DOOR 1 I INTERIOR DOOR W/ PRIVACT LOCK E11011•111=11 111:11Du©■1111 ©■■■■■ HM. FLUSH 3 I I - I INTERIOR DOOR W/ LOCKSET 12' -0" 10' -0" - 1 - - - 2 2 2 EXTERIOR DOOR W! LOCKSET CANNISTER STYLE ROLL -UP DOOR LT. GREY STANDARD, TRAGIC 4 TORSION SPRING COMPLETE W/ KEYED LOCK EIIIIIIMBII MA 7 DOOR 'FRAME FIRE REMARKS WIDTH HEIGHT) MAT'L 1 TYPE THK MAT'L SILL JAMBS HEAD RATING A 3' -0" T -0" ALUM t GL; ei I -3/4" ALUM. - ALUM. I GLASS ENTRY DOOR B 3' -0" T -0" MM. FLUSH I -3/4" 1-1J1. I - INTERIOR DOOR C 3' -0" T -0" HM. FLUSH 1 -3/4" HM. - EXTERIOR DOOR D 12' -0" 10' -0" - 1 - - - - CANNISTER STYLE ROLL -UP DOOR LT. GREY Qi K G D C Z A 1 O INSULATED GLAZING MAXIMUM U- FACTOR • 0.90 Q WINDOW CsLAZINCs I I. REFER TO SITE DRAWINGS FOR DIMENSIONS AND DETAILS OF SIDEWALK AROUND BUILDINGS. 2. SEE SHEET B4 FOR FLOOR PAvNG PATTERN. 3. SEE SHEETS SPI, 5P2 AND SP3 FOR SPECIFICATIONS 4. SEE SHEET B3 FOR EQUIPMENT LOCATIONS AND EQUIPMENT NCHEDULE. 5. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTI-ERWISE. O INSULATED TEMPERED GLAZING MAXIMUM U- FACTOR • 0.90 6. INSULATION TO BE: R -30 RIGID CN ROOF OVER EQUIPMENT ROOT AND SNACK SHOP. R - BATT OVER CEILING IN CAR WASH. R -11 RIGID or R -I9 BATT (REFER TO PLAN 4 WALL LEGEND), IN INTERIOR/EXTERIOR WALLS. (VAPOR RETARDERS TO BE ON WARM SIDE OE INSULATION.) T. MAX U- FACTORS FOR OPAQUE DOORS • 060 r;OTED OTHERUISE. 8. BUILDING TO BE SEALED t CAULKED, INCLUDING WEATHERSTRIPPING PER WAN-11146%N STATE NONRESIDENTIAL ENERGY CODE. ENEFP.4L NOTES t/1 ko 1747 3 FLOOR PLAN HARDWARE SCHEDULE CLOSERS C -I YALE 55 C -2 KA MER, SAM -II, SINGLE ACTING MANUAL CONGEALED OvER AD CLOSER ® 5 BUTTS B -I STANLEY, FBB -I19, U526D B -2 KAINEER 4- 10X4" BALL BEARUYs WIT 141,6E, NRP, DARK OXIDIZED COPPER FINISH W/ LACOJER COATING LOCKSETS L -I LOCKSET, SCHLAGE D531 RHO, 626 (LEVER I- INDLES) L-2 PRIvACY LOCKSET, 504LAGE, D405, RHO, 626 (LEVER HANDLES) 1 - 4,4 1 4EDULE 6 1 STOPS, SILENCERS, ETC. 5 -I SILENCERS, TRIMCO 6 -2 FLOOR STOP, TRIMCO 1213E6, U626D PULLS P -I KAUNEER, STYLE C09, US32D S MISCELLANEOUS M -I SARGENT ALARMED PANIC BAR 5805 (OUTSIDE KEY CONTROL) WITH PULL TRIM AND SCHLAGE CYLINDER M -2 THRJ -DOOR VIEWER BALDWIN 90150 M -3 THRESHOLD, NATIONAL GUARD E04, ALUM. M -4 LLEATHERSTRIFPING, NATIONAL GUARD 36A ALUM. M -5 KICK PLATE, 12" NIGH X DOOR WIDTH LESS 2" STAINLESS STEEL, IVES 5500 -826D M -6 PANIC BAR KAUNEER, "PANELNNE ", CR -90 CONCEALED ROD EXIT DEVICE WI KAU.NEER STANDARD MORTISE CYLINDER M -1 THRSHOLD, KAiWEER 4 "XI/2 ", MILL FINISH WALK IN S,320_1 ...E13 0 WALL L 1 I=> O I�OOr� . 5 13 14 INTERIOR WALLS 6" x 20 GA. MTL ETUDE • 16 0C. WITH 5/8" GYP. BD. EACH SIDE WITH R -IS BATT INSULATION, UNLESS OTHERWISE NOTED. INTERIOR WALLS 3 I/2" x 20 GA. MTL STUDS • 16 OG. WITH 5/8" GYP. BD. EACH SIDE, UNLESS OTHERWISE NOTED. EXTERIOR CMU WALL w/ 2" DEEP STL HAT CHANNELS • I6" OG. w/ R-I3 RIGID INSULATION WITH 5/8" GM. OVER RESTROOMS: USE AT CEIENTITOUS ED. IN LIEU OF 578" GWB, WITH CERAMIC TILE OVER MARK DAT SCALE: I /4 'a -J" 1/08/96 PER CITY (/21/98 PER BA.' L SEPA Pleeireine Buildirie P smut Permit Revi•4ane Cenral Bid CONSTRUCTION `" m ess i 'timed REvISIONS FLOOR FLAN DeSIMONE'S SHELL lO PACIFIC 4-4IC -4WAY SOUTH TUKWILA, WASHINGTON Rp 1 7i DESIGN GROUP Pateisuraillmlmeng RPM REVIEW Prey Phase I6 INITIAL DATE Phone: 2084424842 Roc Anse: rpIndeljosaLoom DATE tit CITY • TUIGNIA JUL PERM! J lUAU CENTER RPM Design Group L L C. 000 8. Dekoi t M.- 8090 210 P. O. 80x 00443 BsMN•, Wshinpbn 50100 I1 I8 Date: 220GT9 Ate: RPM& elm Sheet '7 ESC ESC INITIAL D Z A 2 /EXISTING CONCRE CURING AND GU / T6 REMAIN :z XI,QYTING BLS STc ` BE o / 5ELOCA D N OF EXACT L,OCATI -" /TO BE DETER'II PROPOSED/NEW PL/ANTER, REFER �- TO LANDSCAPE yr PLAN. U /RELOCATE .EXIST MONITOR UELL U INSTALL S" CoNC TE' Q FILLED GUARD POTS,' /REMOVE EXISTING 4 (3) DISPENSING I STALL OERATOR I!�1WATER I EEIG GONN@ I Td EXISTI�s EAN S SYSTEM LOCATE' P011k / e / REMOV / E / CURB CpNETRMT °1' x / CANOPY / OVER ( p1•F'ENSING ISL P ROVIDE 50 x 2 EXPOSED /AC, RE PLANT CONTAIT* EACH END OF ) ISLAND FOR CO 00 / % SPOTS, REFER 0 AND SCAPE PLAN. 4 / EXISTNG IDENTIFICATION / SIGN AND AIR/WATER UNIT PROPOSED NEW LANDSCAPE AREA, REFER TO LANDSCAPE PLAN 3 4 5 (40' EXISTING) INSTALL 1I00w METAL HALIDE LIGHT ON 16' POLE. EXISTING RAMP TO REMAIN 5 6 I EXISTING CONTF,� PAVEMENT OUT). NE, TYPICAL � / ®W / / ®,0I/ loe P SW 22 -23 -4 ADAMS HOME TRACTS FIRST ADDITION PARCEL *04100 - 6S0, LOTS 2'2, 2S 4 27 EXISTf/ - - -_ _ E_OGE c FkMSTI i INSTALL 1000w METAL HALIDE LIGHT ON 16' POLE. NEW LANDSCAPE i________ C SATELLITE DISH PROVIDE VAN ACCESSIBLE PARKING STALL w /INTERNATIONAL PARKING SIGN (SIGN TO BE INSTALLED WITHIN LANDSCAPE AREA) 3 3& °i)04" W 33,80 AREA )- EXISTING FIRE HYDRANT SOUTH 152nd STREET 8 S 10 LANDSCAPE 4 BUILDING SETBACK E ROLLING GATE EXISTING UNDERGROUND STORAGE TANKS TO REMAIN, REPIPE TO NEW DISPENSERS EXISTING PERVIOUS YARD NO WORK EXISTING BUILDING W /OFFICE SPACE TO REMAINAIO WORK IN THIS AREA REMOVE OVERHEAD DOOR AND INSTALL GARDEN STYLE GLAZING, STEEL WALL w/BRICK TO MATCH EXISTING EXTERIOR FOR CASHIER F EXISTING COOLER F3 S 10 10 LANlDSC - SETB,gCK ---- - INK S ET gA - - - 1 PARKING- STALLS 8' -0 "518' -0" PAINT STRIPES CONTRACTOR TO VERMT SLOPE OF DRIVE SLAB DRAINS INTO OIL/WATER SEPERATOR CONTRACTOR TO VERIFY LOCATION OF SANITARY SIDE SEWER SYSTEM. PROVIDE 6" PVC PVC ROOF DRAIN TIGHTLINED ATTACHED TO PUBLIC STORM DRAINAGE SYSTEM. CUT, PATCH AND MATCH EXISTING CONCRETE SLAB AS REQUIRED, REMODEL EXISTING CONVENIENCE STORE INTERIOR PROVIDE NEW SHELL STYLE FASCIA AND DOWNLIGHTING AROUND 3 SIDES OF BUILDING" INSTALL SATELLITE DISH ON EXISTING ROOF w /SCREEN, ACTUAL LOCATION TO BE DETERMINED BY SYSTEM INSTALLER EXISTING CYCLONE FENCE 10 11 2 N 88'11`007 12 10 2 SCALE: I' =20' -0" 14 40 60 15 I6 VICINITY MAP I. CONTRACTOR 18 RESPONSIBLE FOR ALL ASPHALT AND CONCRETE PATCHING/PAVING AS REQUIRED TO CONSTRUCT NEW CANOPY, INSTALL NEW PRODUCT PIPING AND DEMOLISH PORTION OF THE BUILDING. GENERAL NOTES GROSS FLOOR AREA OF BUILDING BEFORE PARTIAL DEMOLITION: 2.690 SQ. FT, 2. GROSS AREA OF EXISTING CANOPY TO BE DEMOLISHED: 2648 SQ. FT, 3. GROSS AREA OF PROPOSED NEW CANOPY. 2.688 SQ FT, 4. PAW.-.11.- CALCULATION: 2.599 SO FT COmVENIEt EE STOR,, PARKING REQUIREMENT OF 29/1000 3,485 (9) STALLS REQ'D 5. PARING PROVIDED: 9 STAN I S (VAN ACCESSIBLE INCLUSIVE) 5, WATER COMPANY: IKNG COtP4TY WATER DISTRICT 125 7. 60508 COMPANY: .Y.A„,AIE_SEILEIR RPM REVISIT Pretiminery Phase SIPA (EXtr, 1 Ptanntng Phase Building Permit INITIAL Caryl DATE 31MAR97 Cary 27MAY91 I1ECVED DATE Dats: 290E057 I Dr. Bg: ass iAppr. RSC Fiwee, Pe9r01Nen ✓! MsFe61p Mdiwrieel Deelp 9ervbe Pere. Rsr: sim:e General Bid DESIMONE's S! -!ELL STATION 15060 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINc3 T ON IS Phone: Fax: is RPM Onion Group L L C. 9008 Sube P. 0. Boat 80449 siege, Wasiftz. 96108 IS NORTH RPM# S7m7 Sheet H G E 0 4 Z 3 4 5 VICINITY MAP PROJECT DESCRIPTION REMODEL EXISTING 1,5003 SQ. FT. CONVENIENCE STORE REPLACE EXISTING FUEL ISLAND CANOPY, DISPENSERS m AND PUMP ISLANDS. DEMOLISH 1,198 SQ. FT. OF EXISTING BUILDING PER B.A.R. ELECTRICAL: BIDDER DESIGNED MECHANICAL: BIDDER DESIGNED S DESIGN CONSULTANT RPM DESIGN GROUP Retail Petroleum Marketing, L. L. C. 600 S. DAKOTA STREET — SUITE 210 SEATTLE, WASHINGTON 98108 (206) 442 -9542 CONTACT: MR. RICHARD COXON OWNER FRANK DeSIMONE'S 15060 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON CONTACT: MR. FRANK DeSIMONE'S -I S mod GENERAL NOTES 1. IN THE EVENT OF DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, OR SCOPE OF WORK SUMMARY IN THIS PACKAGE, PLEASE NOTIFY RETAIL PETROLEUM MARKETING, L. L. C. (RPM) IMMEDIATELY. 2. 4. e. 7. e. 10 RPM SHALL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER ACTS OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS & PROGRAMS OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK ON THE PROJECT. RPM HAS NOT BEEN RETAINED FOR REVIEW, SUPERVISION OR ADMINISTRATION OF THE CONTF.ACT, NOR. THE CERTIFICATION OF PAYMENTS. CONSTRUCTION COORDINATOR SHALL BE OWNER'S REPRESENTATIVE DURING CONSTRUCTION & UNTIL FINAL PAYMENT IS MADE. THE OWNER'S REPRESENTATIVE WILL REVIEW THE PROJECT & RENDER NECESSARY DECISIONS FOR THE PROGRESS OF THE WORK. CONTRACTOR IS RESPONSIBLE TO SEE THAT WORK IN FIELD IS DONE IN ACCORDANCE WITH ALL CURRENT APPLICABLE NATIONAL, STATE & LOCAL CODES, ORDINANCES & REQUIREMENTS BY GOVERNING AGENCIES, WHETHER OR NOT SAID CODES, ORDINANCES, REQUIREMENTS, ETC. ARE SPECIFICALLY SHOWN ON DRAWINGS AND /OR CALLED FOR IN SPECIFICATIONS. CONTRACTOR SHALL PROTECT ALL EXISTING ITEMS AND FACILITIES TO REMAIN THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL REPAIR AND /OR REPLACE, AT CONTRACTOR'S EXPENSE, ANY EXISTING ITEMS AND FACILITIES TO REMAIN THAT ARE DAMAGED BY CONTRACTOR'S OPERATIONS, TO THE SATISFACTION OF THE OWNER'S ENGINEERS. PRIOR TO n � " VATION DETERMINE A. VERIFY LOCATION OF UTILITY SERVICES IN ALL AREAS TO BE EXCAVATED. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT LAWS, CODES, REGULATIONS, UBC, GOVERNING AGENCIES & MANUFACTURER SPECIFICATIONS, UNLESS GREATER REQUIREMENTS ARE INDICATED, AND /OR ARE NECESSARY FOR THE SAFETY OF THE PROJECT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING JURISDICTIONS AS REQUIRED FOR INSPECTIONS AND SHALL PAY INSPECTION FEES ASSOCIATED WITH THE WORK. THE GENERAL CONTRACTOR SHALL APPLY, PAY FOR, AND PICK UP ALL .APPLICABLE PERMITS, UNLESS OTHERWISE NOTED IN ITEM 10. RPM SHALL APPLY FOR AND OBTAIN ALL PERMITS WHICH INVOLVE DRAWING SUBMITTAL AND PROCESSING: NOT APPLICABLE, OWNER AND /OR CONTRACTOR SHALL OBTAIN NECESSARY PERMITS. SCOPE OF WORK BY RPM DESIGN GROUP, L L C 1. RPM WILL PROVIDE ENGINEERING AND DRAWINGS REQUIRED FOR PERMITS AND CONSTRUCTION. 9 O� BUILDING CODE INFORMATION TYPE OF CONSTRUCTION: II —N (CONVENIENCE STORE) II —N (CANOPY) OCCUPANCY CLASSIFICATION: CANOPY AREA: CANOPY AREA NEW: CANOPY HEIGHT: STORE AREA: STORAGE AREA: STORE HEIGHT: PARCEL NO. M CONVENIENCE STORE S -3 CANOPY W/ FUELING ISLANDS 860 SQ FT (EXISTING) REMODEL 2,688 S0. FT 18' (EXIST. ) 1,500 SQ. FT. (EXISTING) 1,198 (TO BE DEMOLISHED) m 14' -9" (EXISTIN 004100 -0680 II 12 I IIIOIIUOlu1111� 1 NNIIIIIIIIIIN IIII IIIUIIIIaolll' III -�1 EXISTING ZONING: PROPOSED ZONING: PERMITTED USE: _ moo - INIIIII01 11. THE GENERAL CONTRACTOR SHALL PROVIDE T DER WITH A CONSTRUCTION SCHEDULE PRIOR TO STARTING THE WORK; PROVIDE A QUALIFIED JOB SUPERINTENDANT THROUGHOUT THE WORK AND PROVIDE THE OWNER WITH PHOTOS SHOWING PIPING AND ELECTRICAL TRENCHE-- (PRIOR TO BACKF :LL) AND "AS— BUILT" DRAWINGS. 12. THE GENERAL CONTRACTOR SHALL PROVIDE BARRILADES AND SAFETY SIGNS PER OSHA REQUIREMENTS AND PROVIDE TESTING OF THE PETROLEUM SYSTEM AND CONTROLS (INCLUDING A SYSTEMS PETROTITF TEST) INCLUDING ALL NEW AND MODIFIED AIR, WATER, AND ELECTRICAL SYS • 13. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR OVERALL CONSTRUCTION SITE CLEANLINESS, INCLUDING PROVISION OF A DEBRIS BOX WITH WEEKLY SERVICING, REMOVAL OF ALL CONTRACTOR /SUBCONTRACTOR "FFUSE AND DEBRIS, AND SWEEPING OF THE ENTIRE YARD AREA AT T =8 II 0,3,10N OF THE WORK. 14. UNLESS STATED OTHER WSE IN THE SCOPE OF WORK SUMMARY, ALL OTHER PROCEDURES, TESTING, MATERIALS AND EQUIPMENT SHOWN ON THE PLANS SHALL BE FURNISHED AND INSTALLED BY THE GENERAL CONTRACTOR. 15. DRAWINGS SHOULD NOT BE SCALED. (N_T.S. INDICATES "NOT TO SCALE "). THE LISTED DIMENSION SHALL GOVERN. 16. CONTRACTOR SHALLCLEANALL SURFACES OF n GRAFFITI REPAINT IF NECESSARY. (DO NOT PAINT ANY MASONRY SURFACES, 'UNLESS OTHERWISE INSTRUCTED BY PROJECT ENGINEER). 17. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF DAMAGE TO THE WORK OF OTHER TRADES CAUSED BY HIS OPERATIONS. THE NATURE OF SUCH REPAIR WORK MUST RECEIVE THE PRIOR APPROVAL OF THE COMPANY REPRESENTATIVE. 18. WHERE REFERENCE TO "OWNER", "SHELL OIL COMPANY 'REPRESENTATIVE" OR OTHER SUCH SIMILAR REFERENCES OCCUR, THE NAME "FRANK DESIMONE'S" SHALL BE SUBSTITUTED FOR TTE PURPOSES OF THIS PROJECT 19. ELECTRICAL FOR THIS PROJECT SHALL BE BIDDER DESIGNED. ATTACHED PLANS WILL SHOW LOCATIONS OF OUTLETS, EQUIPMENT AND LIGHTING. 20. LANDSCAPING & IRRIGATION FOR THIS PROJECT SHALL BE BIDDER DESIGNED. 21. STORM DRAINAGE DESIGN TO BE DESIGNED AND PERMITTED BY OTHERS. PER B.A.RJCITY 11/30/91 R5C REVISIONS INITIAL ZONING CODE INFORMATION RS -9600 BC (COMMUNITY BUSINESS) REZONE BY OTHERS GAS —YES (PER REZONE) RETAIL —YES (PER REZONE) PERCENTAGE OF SITE COVERAGE: IMPERVIOUS (LANDSCAPE AREAS) 3,656 S0. FT. PERVIOUS AREA. 32,203 SO. FT. PARKING: 5 SPACES (EXISTING) 1,500 S.F. a 300 STALL = 5 REQUIRED SEISMIC ZONE: VALUATION OF NEW WORK: NEW CANOPY 28296 $41,222.40 OTHER IMPROVEMENTS 13 3 $81.222.40 $81,222.40 $40,000.00 14 6 z= 15 S�_iPARATE PERMIT HEQLIOED FOR: 11,nECHANICAL ELECTRICAL PLUMBING G A S 'P PIPING CUTS OF 'TUKWIIA BUILDING DIVISION SHEET INDEX 1 Al C1 CE1 D1 SRI SP2 SP3 Ct3 SHEET SEPA 1/21/90 DATE 1 DESIGN GROUP Retail, Petroleum & Marketing Architectural Design SerAces RPM REVIE Preliminary Phase Planning Phase Building Permit Permit Re'Ui9AOn3 General Bid CONSTRUCTION Po not use drawing f or ton nteea i 'lin(ed COVER SHEET SITE PLAN BUILDING LIGHTING PLAN CANOPY ELEVATIONS CANOPY LIGHTING PLAN DEMOLITION PLAN LANDSCAPE PLAN GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS GENERAL SPECIFICATIONS t) 1M 0347 REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT -. APPROVAL OF TUKWILA BUILD _. NOTE P= 41510N`; WILL P_r" •, _ a I understar - *_i th,t the Plan Cho,. PU ORTRIS a, I I . , NANI PctIA errors and omISS ransarrdapprove:, plans does not authorize the AR AatIOn 0t a*+" 9 adopted coda os osd:rance. Receipt of co'n . act Of COPY Oi approvedpians rewi ed 1 BUILDING ELEVATIONS BUILDING FLOOR PLAN, SCHEDULES A NOTES EQUIPMENT PLAN WITS UTILIT( Z'LA$S COVER SHEET DESIMONE'S SHELL STATION 15060 PACIFIC HIGHWAY SOUTH TUKWILLA, WASHINGTON INITIAL ROC RSC N1 • DATE RPM Design Group L. L. C. 600 S. Dakota St. Suite 210 P. 0 Box 80443 Seattle, Washington 98108 Phone. 206 -442 -9542 Fax 206 -442 -9700 email. rpmdg©aoloom 1 I =E B98 11FEB98 DATE Date: 29DEC97 Dr. By, CSIB APP' RSC I Sh.—t RPM# 9707 I Sh__t IS 9 0, K G E 0 A Z6 / / / 0 / � 7 X BWS STqr /CURB 4SGNAG U / RELOCATED NO H / EXACT LbCATIO,. / L / /CO BE 9ETER"II ECG'. PROPOSED/NEW PLANTER, gRE Z / TQ LAND (7 AN. / '// / /EXISTIN k - U MQNITOR WELL Q INSj 6" l ONC FIL GU1.RD PO Q g ' -6" AB, GRA j � 9) SP4NSNG / / Of I. / NSYALL 014/WATER SEFERATOR CONN TO EXISTIt)(G SANIT / S 5`WER S7 / RHLOCAT'J POWE 4 / REMOVE CURB CWNSTRIQT 96' x CANOPYppVER C / p ISPENS E'" ING ISL P�OSDEDlAGRE „LAN? CQNTAIII / 4S ND FOR E Nbb OF CO CW /SPOTS, REFER 0 KAND SCAPq PLAN. / / / EX/STING GONCRET CciRBING AND GUT ER Tb REMA)N • EXISTING IDENTIFICATION SIGN AND AIR/WATER UNIT PROPOSED NEW LANDSCAPE AREA, REFER TO LANDSCAPE PLAN 4 5 a / / 7 / / / // / / / / / / / / 1 / / (40' EXISTING) INSTALL I000w METAL HALIDE LIGHT ON 16' POLE. EXISTING RAMP TO REMAIN 2 3 4 5 6 EXISTIN � GE OP E XIS TIN G NG ��JJSTALL I000w METAL _ LAUDE LIGHT ON I6' POLE EXISTING CONRETE PAVEMENT OUTLINE • TYPICAL l 0//*C 7'' e,t ®_4®// 9a // . / - / T EXISTING CYCLONE FENCING 7 SATELLITE DISH ON ROOF L —C----- PROVIDE VAN ACCESSIBLE PARKING STALL w /INTERNATIONAL PARKING SIGN (SIGN TO BE INSTALLED WITHIN LANDSCAPE AREA) S. 22 -2; -4 ADAMS NOME TRACTS FIRST ADDITION PARCEL #0 04100 -680, LOTS 2e, 28 s 27 = 09'25" E 21166' -- r 'LAN DSCAPE SETB ! — — _ 10' BUILDING SETBACKCK_ _ _ _ _ _ - _ / REMOVE OVERHEAD DOOR AND INSTALL GARDEN STYLE GLAZING, STEEL WALL wBRICK TO MATCH EXISTING EXTERIOR FOR CASHIER At2FA OF EXISTING RIM DiNr. ro REMOVE (2) 4' PANELS FROM EXISTING COOLER 10' LANDSCAPE 4 BUILDING SETBACK EXISTING ROLLING GATE D N 88 W 331.50' I NEW LANDSCAPE EXISTING FIRE HYDRANT SOUTH 152nd STREET xlsnry u KIry EXISTING UNDERGROUND STORAGE TANKS TO REMAIN, REPIPE TO NEW DISPENSERS I- CONTRACTOR TO VERIFY SLOPE OF DRIVE N SLAB DRAINS INTO OIL/WATER SEPERATOR CONTRACTOR TO VERIFY LOCATION OF SANITARY SIDE SEWER SYSTEM. PROVIDE 6" PVC PVC ROOF DRAIN TIGHTLINED ATTACHED TO PUBLIC STORM DRAINAGE SYSTEM. CUT, PATCH AND MATCH EXISTING CONCRETE SLAB AS REQUIRED. / DEMOLISHED SEE SHT DI 0 ``EX16 INT INT G PERVIOUS YARD — NO WORK REMODEL EXISTING CONVENIENCE STORE INTERIOR, PROVIDE NEW SHELL STYLE FASCIA AND DOLLNLIGHTING AROUND 3 SIDES OF BUILDING. INSTALL SATELLITE DISH ON EXISTING ROOF w /SCREEN, ACTUAL LOCATION TO BE DETERMINED BY SYSTEM INSTALLER EXISTING CYCLONE FENCE 9 10 11 12 N 88'11'04" W 60' N 85 W 60' 12 9 13 0 10 SCALE: 1'=20' -0" 14 IS S0 VICINITY CONTRACTOR IS RESPONSIBLE FOR ALL ASP "AL AND CONCRE'E PATCHING/PAVING AS REQUIRED TO CONSTRUCT NEW CANOE"', INSTALL NEW PRODUCT PIPING AND DEMOLISH PORTION CF - .+E BUILD ING GENERAL NOTES t a DESIGN REVIEW INFORMATION Q 1/21/98 MARK I DATE PER B.A.RJCITY 11/30/91 REvISIONS DESIMONE's SNELL STATION 15060 PACIFIC NION'AA` SOUTH TUKWILA, WASHINGTON a) L / /l) DESIGN GROUP Retail, Petroleum & Marketing Architectural Design Seniees RPM REVIEW Preliminary Phase SEPA (EXEMPT) Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do not uee drawing J c traction nleee i 'timed 6 IT RPM Design Group L L O 600 S. Dakota St. - Suite 210 P. O. Box 80443 Seattle, Washington 98108 Phone: 206 -442 -9542 Fax 206 -442 -9700 email, rpmdg @aolcom IS RSC INITIAL DATE . Date SIDES /N Dr. By: CMB 'IAY91 598 � App RSC RPM# 51® Sheet E C B EDGE - \ V 4 CMP O NENT ti44 5 A 4N 6" DRIVE SLAB 8" TANK SLAB M'. COMPONENT V � AN SEALANT L �-,; - - - -- - P" f / 3 BARS # R EJ // // -- 24 GA KEYED Y'/ REMOVABLE CA '^ VOID 4/ T COMPONENT PG Y�RETHANF A AvT MULTI COMPONENT POLYURETHANE SEALANT — 1/2" FIBER EJ CONCRETE ISLAND POLYURETHANE U MULTI-COMPONENT SEALANT • a �� \ Eco e CONCRETE SLAB / a ° .�-. -_ a _ - ` ' / _ -_ a _ \ n D - _.. H A 0 0 j p �I \ a o -k e < " " _ 0 0 — III — p a 'T t� --._. a A ° o 1 /2" FIBER EXPANSION o _ e 1 -- � D �. /. TTT — I1 -; - 1 -I -. -I ^ . ° �� o ° ° u o n - n o o ,.� a _ _.. I — ° - -i ..�M FACT -7 s.,acRAUF -_. O. ^ C� ,o C O ^ O O C c,,Q, 6 6 " ( I I III 1 �_ �- • :r� ,t�••t� ; •.•�. JOINT 1 =1 —1 ' —I r X K1 CURB DETAIL AT EJ K4 CONSTRUCTION JOINT K7 EJ AT TANK SLAB K10 EXPANSION JOINT K13 EXPANSION JOINT K16 CONCRETE PAVING SECTION 1 1/ 1 1/2" 1' O" 1 1/2 ° =1' -0" 1 1/2"-V-0" "/2' ='' -0" SIGN PIPE MOUNT) MOUNT) •- OMPON'_N- ° fi NATURAL GRADE -1) a a � 6 "0 S o ,c H 1 re— ALIGN FACE OF LJ MIN AIRS WT CURB FACE (UNLESS D..:ERWISE SHOWN ON A1) 1,000w METAL HALIDE LJMIN AIRE ON 5" SQUARE LIGHT POLE -J 1 -0 15' -0 -0' 2 -0 3• -0 0" =6" (TYP.) _✓ R ANE SEALANT ADA VAN ACCESSIBLE ,.,®;� CHAMPS No. 0601213 I 2' CONCRETE. �.�. CONCRETE =4,- S AL,TNC �` f WA. � N -O" MIN. ' 35 'oo LE� /4 4 'NSERT 5 NOT USED - BACKER ROD PER MAN,1F 1 /q° RECOMMENDATIONS a -I N � A V F. I� ji \,. \ 2 SCH. 40 GALV. (NOT RE REVD FOR WALL N� FINISHED GRADE \\ "0 FINISHED GRADE L PULL HOLE IN POLE WALL ANCHOR BOLTS W LEVELING (BY SUPPLIER) THROUGH BASE PLATE ON DRY PACK GROUT N _ \ \ STEEL ISLAND FORM (9 MIN., 12 GAUGE) c o c ` "N \\ MPO _ _ .,_ 1/2" OR 14 - \ / \ /� / \ ° a / (6) #3 TIES ®3" O.C. SLAB DEPTH coNTIN, Es CONCRETE CURB FACE EQ. 1� 10 CONC. FOOTING (NOT REQ'D FOR WALL SIGN CONCRETE FOOTING / j �� \ \/ \ \\ (SEE SITE PLAN FOR TOTAL ' ''' NUMBER OF GUARD POSTS) - • � � YARD SURFACE —; — R_INFO JOI ACROSS OIN' ? _ C _ _ + `\ / 2' 6" 0IA. CONCRETE FOOTING 3/4 =1 -0" '- -] \ WITH SLOPED TOP & TOOLED -} -� EDGES - - - - } CANOPY COLUMN WITH METAL SHROUD L ANOPY _ _ _ 3/4 "- CONDUIT. STI1B -UP 14" L I B ABOVE CONCRETE FOUNDATION Ndld 31IS 01 03330 PAINT ti \ / ® COLUMN ' — GUARD POSTS RE FER TO SITE PLAN FOR LOCATIONS mor •\ /\ N ' \ ,' -6" \.•' I 3 (4) #4 VERTICAL BARS )4 " (T*'P.) #3 © 6" O.C. (TYP) G4 GUARD POST DETAIL G7 DISPENSER ISLAND G13 YARD LIGHT w/ FLAT LENS G16 CONCRETE JOINT NOT TO SCALE N.T.S. N. T.S. 1 1/2 " =1 -0" FINISHED YARD SURFACE REINF. PER PLAN SHEET A3 Y ESTATE L 1 j 1 i WHITE TYPICAL SYMBOL, 4' -6 SQ., PAINT WHITE ON FEDERAL STANDARD BLUE. L) (-_-_:: 4 (Tr.) 6 1- 1 1 IT \ COMPACTED SUB -BASE 1 EQUAL EQUAL _ .... .. _ ,. _. ... PLAN j IIIIIIIIIII, D4 DRIVE SLAB EDGE D1 DISABLED PARKING N.T.S. NOT TO SCALE MARK DATE REVISIONS INITIAL SITE 1DE A'LS DESIMONE'S SHELL 15060 PACIFIC HIGHWAY SOUTH TUKWILLA, WASHINGTON ,a1 4 15CC / Air /�7 /q! /�' II DESIGN GROUP RPM Design Group L L. C. 600 S, Dakota St �- SUER 210 P. 0. Box 80443 Seattle, Washington 98108 Phone. 206 - 442 -9542 Leo 2pmdg aoco � Ala Re, Petroleum & marketing ail ANChitechual Design Services REVIEW INITIAL DATE DATE Dat e: 2NDEC5, Dr. By: CMB Appr: RSC RPM# 9101 Sheet 42 oL � SEPA Planning Phase Building Permit R IIFE598 Permit R Al NOT USED A4 NOT USED CON Bid I CONSTRUCTION UCT /!7N Do not drawing l NOT TO SCALE nor c •nctivn nLeee i 'tinted K A D C B 2 3 4 5 6 8 8 9 9 10 10 11 11 12 12 3 13 14 15 i 6 IS HARDWARE SCHEDULE STOPS, SILENCERS, ETC. 5 -I SILENCERS, TRIMCO BUTTS 5 -2 FLOOR STOP, TRIMCO 1213E5, U526D B -I STANLEY, F5B - U526D PULLS B -2 KAU VEER 4- 1/2 "X4" BALL BEARING BUTT HINGE, NRP, DARK OXIDIZED COPPER, FINISH W/ LACQUER COATING P -I KAWNEER, STYLE C09, US32D MISCELLANEOUS CLOSERS M -I SARGENT ALARMED PANIC EAR, 5805 (OUTSIDE KEY CONTROL) C -I YALE "S5 WITH FULL TRIM AND SCHLAGE CYLINDER C -2 KAWNEER SAM -II, SINGLE ACTING MANUAL M -2 THRU -DOOR VIEWER, BALDWIN "47150 CONCEALED OVERHEAD CLOSER M -3 THRESHOLD, NATIONAL GUARD 804, ALUM. M -4 WEATHERSTRIPPING, NATIONAL GUARD 36A, ALUM. LOCiCSETS M -5 KICK PLATE, 12" HIGH X DOOR WIDTH LESS 2" STAINLESS STEEL, IVES 8500 -826D L -1 LOCKSET, SCHLAGE D53PD, RHO, 626 (LEVER HANDLES) M -6 PANIC BAR, KAWNEER, "PANELINE ", GR -90 CONGEALED ROD L -2 PRIVACY LOCKSET, SCHLAGE, D406, RHO, 626 (LEVER HANDLES) EXIT DEVICE W/ KAWNEER STANDARD MORTISE CYLINDER M -7 THRESHOLD, KAILNEER, 4 "XI/2 ", MILL FINISH HDW SET NO. BUTTS CLOS LOCKSETS STOPS, ETC. PULLS M'SCELLANEOUS REMARKS ,., m m — r_ U U n J J £ -1 r, N N 3' -0" d. T v r T r T 1 T I 8 2 ALUM. 4 GLASS ENTRY DOOR B 2 T -0" HM. 2 2 ALUM. AND GLASS ENTRY DOOR 2 3 3 I C 3' -0" 1' -0" HM. FLUSH INTERIOR DOOR W/ PRIVACY LOCK 3 3 I 3 I D 12' -0" I - I INTERIOR DOOR W/ LOCKSET 4 8 2 I -- CANNISTER STYLE ROLL -UP DOOR, LT. GREY 2 2 2 EXTERIOR DOOR W/ LOCKSET 5 STANDARD, TRAGIC E TORSION SPRING COMPLETE W/ KEYED LOCK MARK DOOR FRAME FIRE RATING REMARKS WIDTH HEIGHT MAT'L TYPE THK MAT'L SILL JAMBS HEAD A 3' -0" 1' -0" ALUM a GL. srlsau 1 -3/4" ALUM. ALUM. 4 GLASS ENTRY DOOR B 3' -0" T -0" HM. FLUSH 1 -3/4" HM. INTERIOR DOOR C 3' -0" 1' -0" HM. FLUSH I - 3/4" HM. EXTERIOR DOOR D 12' -0" 10-0" - - - - -- CANNISTER STYLE ROLL -UP DOOR, LT. GREY 0 A K G E D ® INSULATED TEMPERED GLAZING MAXIMUM U- FACTOR = 0.90 O S INSULATED GLAZING MAXIMUM U- FACTOR = 0.90 WINDOW GLAZING 1 7 H 11 / II I V 1UL_T17J T1Ti7r7 Z/77_ - t .-L T17/z z i lTi pc1- c I. REFER TO SITE DRAWINGS FOR DIMENSIONS AND DETAILS OF SIDEWALK AROUND BUILDINGS. 2. SEE SHEET 54 FOR FLOOR PAVING PATTERN. 3. SEE SHEETS SPI, SP2 AND SP3 FOR SPECIFICATIONS 4. SEE SHEET 53 FOR EQUIPMENT LOCATIONS AND EQUIPMENT SCHEDULE. 5. ALL INTERIOR DIMENSIONS ARE TO FACE OF STUD, UNLESS NOTED OTHERWISE. 6. INSULATION TO BE: R -30 RIGID ON ROOF OVER EQUIPMENT ROOM AND SNACK SHOP. R -I9 BATT OVER CEILING IN CAR WASH. R - II RIGID or R -I9 BATT (REFER TO PLAN a WALL LEGEND), IN INTERIOR/ExTERIOR WALLS. (VAPOR RETARDERS TO BE ON WARM SIDE OF INSULATION.) 1. MAXIMUM U FACTORS FOR OPAQUE DOORS is 050 NOTED OTHERWISE. E. BUILDING TO BE SEALED ` CAULKED, INCLUDING WEATHERSTRIPPING PER WASHINGTON STATE NONRESIDENTIAL ENERGY CODE. GENERAL NOTES 2 FLOOIR FLAN 3 4 6 EXISTING WALL TO REMAIN 10' -5" DOOM 1 f° WAIRH 5Cr-4 )-Hi UTILITY OOM 1102 2 /) 5'-6" I H CASHIER SKYLIGHT ABOVE 10' -9" 45' -7" WA IN COOLER 1Z1iZIT iIiNIT11iiIft?Ilf9t R.O. A O WALL LEC3�l�D 4 SALES 100 3' -I" O DOOIR SC IE DULL 5 UTILITY 8 9 I0 11 12 13 om ‘ 7,8 \ 1/2' , . / v / /\ @ 1 �> \ U 00 AE EXISTING STRUCTURE T EMA 9' -I0 I/2" 3' - MENS RESTROOM 1 04 1 / EXTERIOR CMU WALL w/ 2" DEEP STL. HAT CHANNELS IN O.C. w/ R -13 RIGID INSULATION WITH 5 /S" GWB. OVER RESTROOMS: USE I/2" CEMENTITOUS BD. IN LIEU OF 5/8" AWN., WITH CERAMIC TILE OVER INTERIOR WALLS 3 1/2" x 20 GA. MTL STUDS .16 O.G. WITH 5 /8" GYP. SD. EACH SIDE, UNLESS OTHERWISE NOTED. INTERIOR WALLS 6" x 20 GA. MTL STUDS o 16 O.G. WITH 5/8" GYP. BD. EACH SIDE WITH R -I9 BATT INSULATION, UNLESS OTHERWISE NOTED. 14 7 ti 15 I 2 3 SCALE MARK (/21/98 DATE 1J REVISIONS INITIAL Retail, Petroleum & Marketing Architectural Design Serncas RPM REVIEW Preliminary Phase SEPA Planning Phase Building Permit Permit Revisions General Bid CONSTRUCToN Do natuse drawing fracti n leee i 'H¢Led 16 F OO1R FLAN DeSIMONE'S S -4ELL OG O PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON INITIAL DATE I IFEB98 I IFEB98 IT RPM Design Group L. L C. 600 S. Dakota Si. ,- Su /e 210 P. 0. Box 80443 Seattle, Washington 98108 Phone. 206 -442 -9542 Fax 206- 442 -9700 email rpmdg@aol.com DATE Date: IIFEB98 Dr. By APP /: RSC A RPM/ 9101 Sheet 1 52 18 C B MARK ITEM MANUFACTURER MODEL FURN BY INSTALL BY MOUNTING REMARKS I AIRPOT COFFEE BREWER CURTIS C500AP -15 OTHERS OTHERS COUNTER 2 COFFEE GRINDER (DUAL HOPPER) CURTIS ILG OTHERS OTHERS COUNTER 3 AIRPOT GRINDMASTER - OTHERS OTHERS COUNTER 4 6 HEAD SODA DISPENSER (SELECTED BY OWNER) OTHERS OTHERS COUNTER GC TO F TOVIDE CHASE FOR SODA LINES (EXISTING) 5 15LAND MERCHANDISING SHELVING PAK N STAK PS -36 OTHERS ONE FLOOR 6 HORIZONTAL PANEL SPACE WALL SPACE WALL OTHERS G.C. COUNTER CUT TO FIT COUNTER 7 MERCHANDISING COUNTER CUSTOM - OWNER OWNER FLOOR CUT TO FIT S CHECKOUT /SALES COUNTER CUSTOM - OWWER OWNER FLOOR SLOT WALL, RE: 84 S CASH REGISTER/PUMP CONTROLLER - - OWNER G.C. COUNTER 10 RECEIPT PRINTER - - OIINER G.C. COUNTER II MERCHANDISING SHELVING CUSTOM OUNER OWNER FLOOR 12 11 DOOR COOLER HUSSMANN HGM (BASE UNIT) OLLNER G.G. FLOOR BLACK FRAMES 13 WALK -IN COOLER HUSSMANN CUSTOM OWNER GC. FLOOR EXISTING 25 "x'15` GLASS COOLER DOOR STYLELINE 5/E 28X15 OWNER G.G. COOLER WALL EXISTING 15 COOLER DOOR SHELF STYLELINE WA OWNER G.C. FLOOR EXISTING IS NOT USED - - - - IT 45" COOLER SHELVING UNIT METAL MASTERS 45X24 OWNER G.G. FLOOR Is COOLER DOOR SHELF STYLELINE WA OWNER G.C. FLOOR 24" DEEP UNIT AT END. 19 NOT USED - - - - - 20 FREEZER CONDENSER UNIT HUSSMANN GC0L020EPK OWNER G.G. ROOF NOT SHOUNNERIFY STRUCTURE Q 21 FREEZER EVAPORATOR HUSSMANN SK -24 -68 OWNER G.C. FREEZER CLG. NOT SHOLLN 22 COOLER CONDENSER UNIT HUSSMANN GH01-10152vK OWNER G.G. ROOF NOT 51-10WN 23 COOLER EVAPORATOR HUSSMANN (3) SK -24 -1S OWNER G.G. COOLER CEILING NOT 550LLN 24 SERVICE SINK FLORESTONE "T5R - 2424 G.C. GC. FLOOR PROVIDE 2 EA. OF: MR -310 HOSE 1 CLAMP, MR -31I FAUCET wNACUUM, DBL STOPS, BUCKET 5001K, MR -372 MOP HANGER, MR -373 55 RIM GUARDS AND MR- 374 -3" DRAIN. 25 HAND DRYER WORLD DRYER CORP. WAl26 - 601A G.C. G.C. WALL 26 ELECTRIC WATER HEATER STATE rFCL 40 2 - L - R3 G G FLOOR 40 GAL. WI METAL PAN 21 SATELITE DISH ROOF ROOF MOUNTED m K I CG D C B F' °VATION Fl FVATION 4 R.ES,TOOM ELEVATIONS EQUIPI")ENT SCI-- IEDLLLE 2 3 EQUIPMENT PLAN 5 4 S 6 8 AREA OF EXISTING BUILDING TO BE DEMOLISHED. FINISH I T,1 T 4A Afiz .I== LL1 A 8 N 10 N — � I 0 Il MARK 73 12 12 13 3 O 7C 11___ T AC.0 SSO� S F -I WATER CLOSET: American Standard "Cadet" 3043.102 vItrecus chin water closet with slangsed bowl, and Olsonite •35 open front seat less cover. Flush valve: Sloan Royal Fl. McGuire flexible closet supply with with wheel handle Sop. Provide closet flange and wax P -3 LAVATORY: American Standard "Roxalyn" "0195013 vitreous china lavatory with "1402.000.002 Faucet, Grid drain, 4 R121-I Wrist Blade handles. McGuire IT gauge %12N Wrist Blade handles. McGuire 11 cast, brass p -Gap with tubing drain to wall and 510410ut. McGuire flexible � 2E ST20 DN1 F=1>GT��E 8 c _ 4 =} angle supplies w /wheelha ^die stops. NOTES: I. ALL TOILET ACCESSORIES ARE SUPPLIED AND INSTALLED BY THE GENERAL CONTRACTOR 2. WHERE NOT SHOWN, MOUNT ALL TOILET ACCESSORIES AT THE MANUFACTURERS RECOMMENDED MOUNTING HEIGHTS AND IN COMPLIANCE WITH ALL LOCAL AND NATIONAL ACCESSIBILITY REQUIREMENTS. 3. PROVIDE BLOCKING IN WALLS FOR MOUNTING OF ALL TOILET ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER 14 m 5 / 1 11 • U TI T2 T4 T5 TS TN ITEM MIRROR BOBRICK BOBRICK B -6806 TISSUE DISPENSER GRAB BAR (45 ") GRAB BAR (36'9 SOAP DISPENSER SEAT COVER DISPENSER NAFKIN DISPOSAL MANUFACTURER BOBRICK BOBRICK 5 -6506 BOBRICK BOBRICK BOBRICK MODEL 8 -273 1530 B -388 B- 6506x45 B- 6806x36 B -III B -221 B -00 REMARKS 15 "00" TILT MIRROR (ADA) RECESSED - MULTI -ROLL STAINLESS STEEL, 40f1. oz. SURFACE MOUNTED SURFACE MOUNTED 15 MARK DATE REVISIONS SEPA /,) `DESIGN GROUP Retail Petroleum & Marketing Nchiteclural Design Services RPM REVIEW DeSIMONE'S Si—ELL 1500 PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON Preliminary Phase Building Pennit 'SC Permit Revisions RSC Genera/ Bid CONSTRUCTION Do not use vrtng / o+ n[eae ti "Haled 16 B.A.R /CITY 11/30/97 II I EQUIPMENT PLAN INITIAL DATE IT RPM Design Group L. L C. 600 S. Dakota St. - Surte 210 P. 0. Box 80443 Seattle, Washington 98108 Phone, 206 -442 -9542 Fax 206 -442 -9700 emak rpmdg @aoloom DATE Date: lIFEB9a Dr. By: CMB Appr: RSC RPM9 9101 Sheet 53 18 K A -- RSC INITIAL A Mil L■ ' Pail t A 2 • 112 ESQ FT ✓J I '� 76 K D � 5 OU 1 C O A 2 L ICxNT LEGEND posionamosnala EX�IT 3 4 -DING _IG 4 �rlrlrl� - rte rl�r�'r rzrlr r�rzrzrlrlrlrlrlrlrlr���rli� J L *� 2 -TUBE FLUORESCENT LAY -IN TYPE LIGHT FIXTURE, QUANTITY = 8 2 -TUBE FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE, QUANTITY = 2 3 -TUBE FLUORESCENT LAY -IN TYPE LIGHT FIXTURE, QUANTITY = 31 8' SINGLE TUBE FLUORESCENT SAVE LIGHT FIXTURE, QUANTITY = 33 [SOLITE 2040- O1GO2O, SELF- ILLUMINATING EXIT SIGN WITH GREEN FACE UNIVERSAL MOUNTING S HIGH 3/4" WIDE STROKE LETTERS AND 20 YEAR LIFE, QUANTITY = 2 EMERGLITE "PRO -2, 12 WATT EMERGENCY LIGHTING UNIT WITH SELF - CONTAINED, MAINTENANCE FREE BATTERY, QUANTITY = 2 COOLER/FREEZER LIGHTS (UNLESS OTHERWISE NOTED), FURNISHED BY COOLER/FREEZER FABRICATOR 50 WATT, MAXIMUM, INCANDESCENT NSF. APPROVED VAPORPROOF LIGHT FIXTURES, QUANTITY = 4 2 -TU15E LIGHT METULX 2M- 21.16A- 12OV -LE3 STANDARD S 35/F4OUT12 /CW /ULM NG PLAN B Dq 03 8 111 Al ■ ■c ■ �_■ ■■ 1 EM■ F "ill' 11 Iii � j EEPA ■ ■ 1 - 1► i INIENNENEEum mil 4. !I A 1 fir 1 • . in S 10 10 11 12 12 0 1 2 3II 4 SCALE: F/4 " a 1' -0" 3 Ill 14 15 ZLN MARK 1/21/98 PER EA.R. /CITY 11/30/98 ESC DATE REVISIONS 5 UILDINCI Limb lTIN FLAN ESIMONE'S SHELL STATION 15060 PACIFIC -PG - UA SOUTi -i TUKWILA, UJAS1- IINGTON DESIGN GROUP Retail, Petroleum & Marketing Architectural Design Services RPM REVIEW Preliminary Phase SEPA Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do not use drawing un covtructian rase i 'fisted 16 INITIAL EEC RSC RE GIISTEREO J� ECT \_STATE OF WASNI e Oro DATE I IFE898 I IFEB98 11 ON RPM Design Group L. L C. 500 S. Dakota St — Suite 210 P. 0. Box 80443 Seattle, Washington 98108 Phone, 206 - 442 -9542 Fax 206 -442 -9700 email rpmdg©aol.com DATE S INITIAL Date: !IFEB98 Dr. By: CMB APP EEC LRPM# 9707 . Sheet ELI I8 K D C 8 , FIN. F OOR A.C.M. MATERIAL PREFINISHED GLIDDEN POLYURE DAR( GREY NO. 424 SPANDREL TYPICAL 4 PLACES SURFACE MOUNTED 24" SHELL WORD MARK SIGN (SEPARATE PERMIT) WEST ELEVATION SOUTH ELEVATION DWI -o3 1-{ P 10 12 10" 'SELF OR NEW GUARD POSTS PAINT LIGHT GREY SURFACE MOUNTED 24" PECTEN SIGN (SEPARATE PERMIT) 6 M1wI DISPENSER LOCATIONS SHROUD EXISTING COLUMNS W/ SHEET METAL, 10" SQUARE MIN., TYPICAL 4 PLACES PAINTED DARK GREY PAINT GUTTER SHELL YELLOW 20 GA. ACCENT BAND G'_IDDEN POLYURE YELLOW NO. 101 NEW YELLOW WAINSCOT PANELS 12 EiREACE MOUNTED 2a PECTEN SIGN — (SEEARATE =ERr11T, \ REMOVE EXISTING 3' -4" HIGH ACM. FASCIA AND INSTALL NEW 30" HIGH ACM. DARK GREY FASCIA 20 GA. PREFINISHED YELLOW ACCEN BAND I 2 3 SCALE: I/4 =I' - 13 6 -- ACM. MATERIAL PREFINISHED GLIDDEN POLYURE DARK GREY NO. 424 Rp DESIGN GROUP Re., Petroleum S Marketing Arch... Design Sernces RPM REVIEW Pretirainary Phase SEPA Punning Phase RwiLd Permit Permit Revisions Generat Bid CONSTRUCTION Do not Doe drawing u o Hvotime mess i 'Haled 16 NITIAL 1 MARK DATE REVISIONS INITIAL CANOP ELEVATION DES1MONE'S SHELL STATION 15060 PACIFIC HIGHWAY TUKWILLA, WASHINGTON RPM Design Group L. L. C 600 S. Dakota St - Sude 210 P 0. Box 80443 Seattle, Washington 98108 Phone 206 - 442 -9542 Fax 206 -442 -0396 EcEN email: romdg @ao of TU KWILA NOV ' 5, 1997 DATE DATE ' 5445 Dr. By: App, RPM# 5Tm Sheet IS 2 3 4 5 fr SCALE: 1/8" = I' -0" 12' CANOPY LIGHTING PLAN LIGHTING 6U GET CALCULATIONS CANOPY = 2,688 SQ. FT. x 1.11 (1.5 + 0.21 credit for 16' cid.) = 10,071 WATTAGE ALLOWED. CANOPY LIGHTING PROVIDED EQUALS: (Si) 40w FLUORESCENT LIGHT FIXTURES = 2 ,2800watts, (16) 400w SUPER METAL HALIDE LIGHT FIXTURES = 1,000watte.. TOTAL WATTAGE PROVIDED = 9_28r2 Don-031-1"1 12' 12' r 12' 9 12' 12' J 1I✓ 10 Il 12 INSTALL (54) - 8' AND (3) 6', SINGLE TUBE FLUORESCENT LIGHT FIXTURES AROUND PERIMETER OF CANOPY FOR ACCENT LIGHTING. INSTALL (16) 250w SUPER METAL HALIDE LIGHT FIXTURES, SURFACE MTD. FOR CANOPY TASK LIGHTING. 3 4 5 6 T 8 9 10 .l 12 13 14 15 i MARK, DATE DESIGN GROUP Ratan, P troleum S Marketing Architectural Design Se RPM REVIEW Pre liminary Phase SEPA Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do not vse drawing 0 '- .,etrwctian unleee initialed IS RSC DESIMONE'S SNELL STATION isoe,0 PACIFIC NIG WAY SOUTI TUKUJILA, WAS!- 4INOTON INITIAL I DATE Phone: 206 - 442 -9542 Fax 206 - 442 -9700 email rpmdg @aoi.com I IFEB98 REVISIONS INITIAL CANOPY LIGHTING FLAN RPM Design Group L. L C. 600 S. Dakota St. — Surte 210 P. 0. Box 80443 Seattle, Washington 98108 10 I \ \ I2' - �, 24' -0' 24' -0' 24' -0° 12' -0' 4- i 4 WISX35 BEAM AND 0: Wi8X35 BEAM AN P 4 WI8X35 BEAM AND i Z WI8X35 BEAM AND ( 1.... I TS 10XI0X5/8' COLUMN TS I0X10X5/8' COLUMN TS 1OX10X5/8' COLUMN j TS 10X10, /8' CCLU"'N ,9-,E i I0' -0' ti 12 ' -0° I2' - ®' I 10' -0' DOWNSPOUT i DOLLNSPOJ l \ I --- ---- '- - ----- 3' H/16'W NI -RIB TOP FLANGE BRACE I TOP FLANGE BRACE —* TOP FLAT --E BRACE L 2X2X18 GA ?YIP. r - - -- -- '— '------ - - - --- IY L 2X2XI8 GA. TYP. -- - - - - -- --------- --- - - -' I L 2X2XI8 GA TYP. —_ —__ �_ ---- -- _- ----- - - - - -- WI2XI6 PURLINS 1 ' / I / L WI2X16 PL'RLNS / WI2XI6 PURLINS `— GA. ROOF PANELS II __ ' V I 20 GA ROOF PANELS ; 1 ' I I i ! DOLLNBPOUT J -- -_ —_ —_ _ — — _--- _ - -_ -__ DOU.NSPOUT l i I iI i NOTES: SECTION (SCALE: I' . I' -0') U LL 9 U L 2X2XI2 GA. GALV. FASCIA BRACKETS • 4' -0' OC. SECTION (SCALE: 3/4' . I' -0') L 2X2X12 GA GALV. FASCIA BRACKETS 4' -0' OC. W12XI6 PURLINS 3'N/16'W HI -RIS 20 GA •12 EEG T. ROOF PANELS 20 GA CONT. PERIMETER GUTTER 12' -0' STIFFENER PL.'S (1 EACH SIDE) 1/4' X 2 3/4' X 0' -S' / DECK CLIPS - SEE DETAIL W18X35 BEAM ----t \\_2'4, PVC 3'H/16'W HI -RIS 20 GA ROOF PANELS 0 -S - SECTION 'B' AND 4' -6' - SECTION 'C' CL 2 /2' DIA HOLE N COL. 2'0 PVC PIPE U DESIGN LOADS: LIVE = 25 POP, WIND • 80 MPH, EXPOSURE C, SEISMIC . TONE 3, 1554 USC. 2.) CONCRETE: 2500 PSI 28 -DAY COMPRESSIVE STRENGTH, 5.0 SACKS /CU.YD. MIN. (NO SPECIAL INSPECTION REQUIRED) 3.) RER5ORCING STEEL TO BE DEFORMED BARS MEETING ASTM A615, GRADE 60 4.) STRUCTURAL STEEL TO BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 'SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OP STRUCTURAL STEEL FOR BUILDINGS'. STEEL TO CONFORM TO ASTM 436, F . 36 KSI. STRUCTURAL TUBING TO C FRORM TO ASTM A500, GRADE B. STRUCTURAL PIPE TO CONFORM TO ASTM 4501. WELDING TO CORM TO ASS 'CODE FOR ARC 4 GAS WELDING N BUILDING CONSTPJCTION'. El0 ELECTRODES. CONNECTION BOLTS TO SE A MIN. 3/44 4,301 BOLT UNLESS SHOWN OTHERWISE. ASTM A325 BOLTS WITH THREADS N SHEAR PLANE MAY BE SUBSTITUTED W/0 SPECIAL INSPECTION REQUIREMENTS. ALL BOLTS TO BE SNUG TIGHT. 5.) ALLOWABLE SOIL PRESSURES ARE TAKEN FROM AN INTERPRETATION OF TABLE 18 -I -A OF THE 1994 USC. SANDY, SILTY, GRAVELLY SOIL WAS ASSUMED. ALLOWABLE BEARING PRESSURE OF 2000 PSF AND A LATERAL S OF 200 PSF/FT. OF DEPTH WAS USED. STRUCTURAL ENGINEER IS TO BE NOTIFIED IF SITE MATERIALS ARE QUESTIONABLY DIFFERENT. 6) ATTACHMENTS TS SHALL WITH 90 TEK SCREWS AT GRADE -0 0 , PAINTED. MIN +8 =.4I, - 6.288, a1 ..9i4 AND - 1..420 1J FASICA PANELS: 20 GA GALVANIZED STEEL. FRAMING PLAN (SCALE: 1/4' = I' -0') NOTE: AT CENTER (2) BEAMS, PURLINS TO HAVE (2) BOLTS EACH WI8X35 BEAM 20 GA. CONT. PERIMETER GUTTE 3' -6' BOLT PURLIN TO BEAM FLANGE WI (2) 3/4'0 4301 BOLTS BOLTS DIAGONALLY ACROSS 5123416 PURLIN PL I' X II' X I' -4' STIFFENER PL'S (2 EACH SIDE) 1/4° X 2 3/8' X 0' -1' (4) 3/i'0 A301 BOLTS 3 1/2' GAGE AND I3' SPACING I/8' ROOF PANEL SUPPORT PLATE TS 10X1OX5/8' COLUMN OR TS 12X8X1)2' W/ LONG DIMENSION PARALLEL TO BEAM tci - 7b47 SPLICE PL V4' X 12' X I' -3' W/(S) 3/4'0 AMEN BOLTS FP. W14X22 FURL.* PURLIN SPLICE DETAIL TS IOXIOX5 /8' �CALUMN CENTER G MlICEPAN S 4 2 I/2' DIAMETER HOLE IN COLUMN (6) VERT. NO. 5 REBAR 3' -0' DIAMETER (SCALE: 1/2' = 1' - 0') in 2 PURLIN 2' 8C/ ARE F/C OVERFLOW 80 : ER (11211F1N 12' CF EACH OMER DRAIN, PL I' X IS X I' -6' W/(4) IN X 42' 430T ANCHOR BOLTS (I/2' X 5' SQ. WASHER) I' LEVELING GROUT NO. 4 CIRCULAR TIES COLUMN FOOTING DETAIL L 2X2X3/8' x 11/2' W/ I/2'0 BOLT 3/16° BENT PLATE PANEL CL P DETAIL (SCALE: I' 1' -0 °) NOTE: ALTERNATE CLIPS TO EACH SIDE OF PURLINS TECB AT 4' -0 OC. MAX Fltl3._ � ROOF PANEL DETAILS PURLIN TOP FLANGE BRACE (SCALE, - . -�nJ RE , OF C�>nIECFRI:INCE '.�ITM THE ] INC OfINNANCES / PEP UNIFC,IMIPUILDING CPIPPE i ARPtICANT IS RESPONSIPLE FOR CONFORM , NICE WITH ALL 4c APPLICABLE ORDINANCES SI. E..iECT TO RECUIREMENTS aN;l INTERPRETATIONS OF THE GOVEr�NING AUTHOR',. Dale In 112 / 4 ' d f Date Out 5 g COVOPY STR L CrUR cvaLy IN FO. oN MTS Stlefr QvLy, i1 A� . \ 1998 ROOF PANEL/3 .1' Mina MIT C �506� 187-6M TYPICAL DECK CLIP RED CITY OF (0V r 5 19)7 PERMIT CENTER K G D 2 3 3 4 5 6 O REMOVE PORTION OF EXISTING BUILDING r� �tz�r��'rlr�r�Ziz «rzr�rzriz�rl 22 4 , m " +1 _ Dq"I -034 EI" IOL ITION FLAN SCALE: 5 6 g STORAGE < \T C 1 Q A. I I ES A UTILITY ROOM r OPE Q O O 7 3- RESTROOMM 11_ } ■ NMI II 111 SCALE: 1/4'.1'-0'' 13 B I- D 14 NOTES ED REMOV ALL TOILET ROOM FIX'JRES e ACCESSORIES AS REQL'RE'3 - 0 ACCOMMODATE \E, R-AN REMOVE EX'STING SALES COUNTERS, ACCESSOR" S ELVNG f 'FLOORING AS REQ'U'RED ACCOMMODATE NEW LA "OUT. O REMOVE EX STING WINDOW ,OVERHEAD DOORS TRACKS e ACCESSORIES. SHORE EXISTING STRUCTURE AS REQUIRED TO REMOVE EXIS -NG WAL_5 SHOO, DASHED Z =ER TC STRUCTURAL PLAN FOR NEW SUPPORTS REQUIRE • REMOVE ALL EXISTING SHELVING f ACCESSORIES AS REQUIRED TO ACCO,'MODA - E NEW _4 5� EXISTING CASH REGISTER TO BE REMOVED. REMOVE EXISTING WALL AND REPLACE WITH NEW OVERHEAD DOOR FRAME A5 REQURED PER 5'R,..iC'URAL. C EXISTING COUNTERS TO REMAIN �'/ NOT USED a REMOVE O.H. FURNACE DUCT WORK AND ALL APPURTENANT ACCESSORIES AS REQUIRED - 0 ACCOMMODATE NEIU LAYOUT. EXISTING INDOOR HEAT PUMP UNIT TO REMAIN. SEE 5:-EET 5m -2 O= 2. e i REMOVE DOOR AND IN -FILL ?C MATCH EXISTING WAL_. T ,�� 0 REMOVE PORTION OF WALL FOR NEIL' DOOR. a REMOVE EXISTING WINDOW TO ACCOMMODATE NEW GARDEN WINDOW EXISTING STRUCTURE AND HEADER ABOVE TO REMAIN. CONTRACTOR VER1 c EXISTING WALL TO REMAIN \ REMOVE EXISTING DOOR AND FRAME. g EX!STING WALKWAY AND RAMP TO REMAIN \ \ O EXISTING 3 z 3 TS TO REMAIN. \� • NOT USED a EXISTING COOLERS TO REMAIN 20 PROTECT EXISTING GONDOLAS 21 REMOVE EXISTING CONCRETE CURB AND WALK C EXISTING BUILDING THIS AREA TO BE DEMOLISHED. CONTRACTOR TO S,.PPORT EXISTING BUILDING TO REMAIN AS RERUIRED_ NOTE THIS DEMOLITION PLAN IS PROVIDED FOR THE SOLE CONVENIENCE OF THE CONTRAC,R AND DOES NOT INCLUDE ALL DEMOLITION REQUIRED. CONTRACTOR SHALL REVIEW THE ENTIRE SET OF CONSTRUCTION DOCUMENTS f REMOVE THE NECESSARY ITEMS AS REQUIRED TO ACCOMMODATE THE PROPOSED SCOPE OF WORK -D REFER TO SHEET BS -I BS -2 f AE - FOR STRL!CTRUAL MODIFICATIONS. WALL LEGEND ,7%J L EXISTING WALL TO REMAIN - EXISTING WALL TO BE REMOVED m 1/21/98 DATE 15 16 PER BA.RICITY II /30/91 IDE'`*IOLIT!ON FLAN DESIMONE'S SHELL STATION 15060 FACIFIC NICzNLAY SOUTH TUKWILA, WASHINGTON DESIGN GROUP Retail, Petroleum & Marketirg .4chdecturl Design Seoces RPM REVIEW Preliminary Phase SEPA Planning Phase Building Permit Permit Revisions General Bid CONSTBuCTION Do not vae drawing tr own i nitini ,lase ti 'tinted INITIAL RSC REVISIONS DATE 11/30/98 RPM Design Group L. L. C. 600 S. Dakota St — Site 210 P. 0 Box 80443 Seattle, Washington 98108 Phone'. 206 - 442 -9542 Fax: 206 -442 -9700 email: rpmdg ©aol.com DATE Date.-155555 Dr. By: CMB APP" : RSC RPM9 910 - i Sheet 1 Il 8 RSC IN TEAL U A 4 G- D C EI / / /,/ / / / / / / / / / // / / / / /6Y/ // rI / l U / . u/ 17 / , / / / / / / A / / / / / / / t::c1 O 3 SOUTH 152nd STREET PRELIMINARY LANDSCAPE PLAN 6 AD4N15 I- -OM"±E TRACTS FIRST ADDITION PARCEL "004100-80, LOTS 29 - 3 S 8 109' 25' E 211 r — a - - - -- r7 L E 1 N 88711'04' W 60' 11 1 -) N 88711'04' W 60'� 12 PR LIMINA RY LANDSCAPE SCHEDULE S`"MECL EC - AID GAL NAM_ SMALL SHADE TREES: CRATAECUS _A /ALLE, EVERGREEN TREES: CCNTCRTL SHRUBS O PRUNUS L.'CTTO LJYKENS O C ST'JS PURP!JRE'JS CAROUNDCOVER: ',INCA MINOR PERENNIALS: ® RUDBECKIA AIRTA II� STATE OF WASHINGTON REUk ED S� ARCHITECT wa s wu CERTIFlCATE NO. 321 14 COMMON NAME CARRIERS HAW -HORN SHORE FAA O'TO LUKENS LAUREL ORCHID ROCKROSE DWARF PERIWINKLE BLACK -EYED SUSAN 15 S'ZE/ CONDITICN /RE"'ARKS 2 C A L F N 10' A- B AND B 'SPACING AS SHOWN ON PLAN E' - AT ESSAY TO EASE. E AND E SPACING AS SHOUIN ON FLAN MIN. CONT. 1=JLL AND E'JS SPACING AS 5HO33/ ON PLAN 18 AT MIN - CON? -. FULL AND 5354Y SPACING AS SHOWN ON FLAN 4" POTS a l8" DC- TRIANG. SPACING START FIRST ROW 12" FROM EDGE OF FLANTING AREA, INSTALL [N ALL NEW PLANTING AREAS INCLUDING UNDERNEATH TREES AND SHRUBS I GAL. CANT /5? PLANTS FER PLANTER. Planning Phase Building PA-AC Permit Revisions General Bid CONSTRUCTION wvrvp for ooriatruciion Wei LAN SCAPE Convenience Store 8 Petroleum DesA SerNCes RPM REVIEW Preliminary Phase SEPA 16 Landscape Arthitecive Sita Planning pevelopmental Pbming INITIAL DATE 2329 Ewt Matlison St. Seattle. N'astiington 98112 (206) 32 -1132 DMSIMONE's SHELL 150A0 PACIFIC NIGi-IUJAY TUKLUILA, WASHING, 1 ON CAN Newman - Beethe Desgn Consultant Phone: 206 - 822 -5437 Fax 206- 822 -8758 email rpmllc@ao /.Corn Retail Petroleum Marketing, L L. C 218 Main Street Suite 426 Kirkland, Washington 98033 DATE Date: I -1 -58 Dr. By: A J.R Apply NIA W. RPM// 5101 I She, 1 18 5E0 ON 01010 - SaMMARY OF THE WORK SCORE. unarm as defined on the Cover Sheet sumo zero as is lows: Construct u c s nee story convenience store building with steel stud constructor metes wall panels, built -up fooling, Interior dry wall partitions, t millwork, so. 'ion meta al doors and Frames, drywall ceilings, Floors, Finishes, aller room accessories, equipment. site work and mechanical, plumbing aro eletncal work Construct steel canopy w/ laminated r ask vane - s. Construct concrete masonry car wash building. Install underground storage tanks per manufacturer's recommendations. 3. RELATED WORK PROVIDED BY THE OLINER not applicable. 'PRIOR EN Owner reserves right of prior entry to completed and partially completed areas for performance of other Work to ere performed under other contracts. 2. Corrine construction operations, materials, and equipment storage, apparatus temporary construction, equipment, and other construction related activities to such limits and portions of the Project Slte as designated by the Owner, or as indicated on the Drawings. 3 Do not use adjacent properties, including private properties and that of public domain, for material and equipment storage or for construction operations without specific written app -oval of any and al! authorities Paving full and proper jurisdiction. SECTION 01018 - OWNER PROVIDED DOCUMENTS A COPIES OF CONTRACT DOCUMENTS: The Owner will supply to the Contractor, up to 4 sets of Contract Documents, free of charge for construction purposes. 4dditional copies will be available to the Contractor If he pays the cost of reproduction. B. COMES OF SUPPLEMENTARY CONTRACT DOCUMENTS: The following Owner provided documents are hereby designated as Supplementary Contract Documents. The Consultant does not guarantee their contents as to accuracy, completeness, or s I . So ils Rep ort . 2 Survey. SEC - ' I ON 01025 - MEASUREMENT AND PAYMENT A. PROGRESS SCHEDULE AND COST BREAKDOWN, Within 21 days after execution, of Contract, submit, in acceptable Form, anticipated progress schedule showing subdivision of Contract into various Items of permanent construction, stating quantities and prices, as basis For computing value to Owner of permanent usable parts of facility to be paid for on monthly estimates. No payment will be made to Contractor until such schedule has been submitted and approved. B. PROGRESS PAYMENTS: Monthly payments will be made on value of completed work and materiels suitably stored at site, less retalnage Owner will not pay for materials stored off -site. Payment by Owner will be made within a reasonable time from date Contractor's application Is received. Contractor shall payy for ppermits, fees, and local and state taxes. I. RETAMAGE: Retama of 10% of amount due Contractor will be held by Owner until 30 Days after Substantial Completion. SECTION 01010 - DEFINITIONS A. THE CONTRACT DOCUMENTS: The Drawings are those enumerated In the "Sheet Index' as listed or the Cover Sheet and Identified In the Contract Drawings, In many Instances, are schematic and do not define exact locations of every part and piece or Work items furnished may vary In dimension and In other ways from the sheeric Items called for in the Contract Documents. M such cases, determine exact position each part by "on the job" measurements, drawings from equipment manufacturers, and coordination with other Work. B. SPECIFICAT ON5: L The Format of the Specifications divides the Work into Major Divisions and Work Sections and attempts to group the Work in each Section by source of material or by trade, solely for the convenience of the users. No trade jurisdictions are intended or Implied. 2. The outline form and Imperative voice are typically used to omit repetitious use of words or word groups (such as "furnish and Install ", "Contractor shall ", and other similar statements) and to call for the type of materials and methods and limit of their use in the briefest possible manner. Such words omitted from the text shall be construed to be included just as it they were repeated each time. C MINIMUM COMPLIANCE STANDARDS AND INDUSTRY SPECIFICATIONS: Materials and operations specified by reference to published specifications of a manufacturer, a society, an association, a code, or other referenced standard, shall comply with the current requirements of the referenced document, officially published on or before the date of receipt of bids. SECTION 01410 - TESTING LABORATORY SERVICES A. An Independent testing laboratory may be selected by the Owner to inspect and test the materials and methods o? construction as hereinafter specified For compliance with the Contract Documents. B- The Owner will pay roc the Initial laboratory services of materials that comply with the requirements of the Contract Documents. The Contractor shall pay for testing and retesting of materials that do not comply with the requirements of the Contract Documents. C. STRUCTURAL CONCRETE: I. AGGREGATE TESTS: Check the proposed aggregate in accordance with AS, C 33. 2 MIX DESIGN: Check the proposed mixes for proportions, water cement ratio and slump In accordance with ACI 613 and 318. 3. SLUMP TESTS: Take slump tests per ASTM C 143 at the beginning of each day's pouring operations and whenever mater adjustments or noticeable change of slump occurs. 4 SAMPLING: a. Make Five standard cylinders at the beginning of each placement. Take extra samples at noticeable flange k the concrete makeup. b. Take four additional test cylinders for every 100 cubic yards or fracto thereof. Cure per ASTM C 192. c. Perrorm sampling M compliance with ASTIM C 112, 5. TESTING: Test cylinders for compression A accordance with ASTM C 39. a. LABORATORY CURE: 2 cylinders in accordance to ASTM C 192. b. FIELD CURING: Remaining cylinders o accor d ance to AS, C31. c. Test cylinders two at 1 days and two at 28 days, averaging test results. Test renaming cylinders at 56 days. SECTION 01510 - TEMPORARY FACILITIES A_ CONSTRUCTION FACILITIES: Provide the following facilities For the use of all personnel, subcontractors, and other authorized personnel. I. TOILET FACILITIES: Provide sanitary, adequate facilities that meet legal requirements. 2. DRINKING WATER: Provide clean drinking water with diepoaable paper cups and containers For used cappe. 3 ELECTRIC: Provide connections and controls for 115V, singe ! e 9 e power with controls within 200 feet of locations used. 4. LIGHTING: Provide minimum 50 footcandles for construction purposes where daylight N not adequate. 5 CONSTRUCTION WATER Provide adequate water Imes and hoses with controls within 200 feet of locations used. N. HOISTING FACILITIES: Provide hoisting equipment, as necessary, for light construction materials complying with jurisdictional safety codes. 2 3 B. FIELD OFFICE: I Provide and maintain a weathertight building with lockable door and windows, to serve as a „nob office available to the Contractor, Subcontractor, and the Owner. Provide lights, air conditioning, and heat as required. Provide a drawing table with lockable drawer and drafting bench Remove office from p remises when one can be set up Inside the building. C. STORAGE FACILITIES: I. Provide and maintain adequate weathertlght storage facilities, raised 6 Inches minimum above the ground with aides and top enclosed, and lockable doors. 2. Replace materials Improperly stored and damaged by normal or predicted weather conditions. Remove storage facilities when materials are stored within the structure In a weathertight condition. D. GRAPHICS: I. JOB SIGN: a. SIZE: Nominal 64 square feet. b. MATERIAL: 3/4 Inch APE exposure I or exterior plywood, A -C grade or MD overlay. c. POSTS: 4 Indies x 4 Inched 2 required. d. FRAMING AND BRACES: 2 Inches x 4 inches. e. LETTERING: Name of Job, Owner, and Contractor. Project sign shall be executed by a professional sign painter. f. LAYOUT AND COLOR SELECTION: As selected by the Owner. E. RESTRICTION OF SIGNS: No advertising signs may be Installed anywhere on the site. SECTION 01600 - MATERIAL AND EQUIPMENT A. SUBSTITUTIONE: I. Submit all substitutions proposed alter the award of the Contract in writing with sufficient Information, samples, and difference In cost for evaluation. Do not make substitutions unless they are approved In writing 2. Prepare quotations fo proposed changes In the Work In a "break down" form giving the number of units, unit cost of materials, hours of labor, hourly cost of labor, tool costs, overhead, and profit, reflecting credits as well as extras. B. USE MATERIALS THAT ARE: I. New and of high quality suited to the use intended except when noted as "used ". 2. Suitable For the Nnction Intended. 3. Corresponding In quality to related materials In the absence of a definitive Specification. 4. Of good appearance where exposed to view. 5. OF one manufacturer or source For the same specific purpose, with uniform appearance and physical properties. N. Plainly marked, and delivered to the site In original unopened containers when the nature of the materials is suitable for containers. C. WORK BY OTHERS: Arrange to accommodate N.I.C. Work When Information le Inadequate, request further Instructions before proceeding. D. Follow manufacturer's Instructions. When such Instructions are in conflict with the Contract Documents, make request for clarification before proceeding Keep a copy of the manufacturer's Instructions on the job_ E. Perform high quality professional workmanship. Join materials to uniform, accurate fit so they meet with straight Imes, free of smears or overlaps. Install exposed materials appropriately level, plumb, and at accurate right angles or flush with adjoining materials. Attach materials with sufficient strength, number, and spacing of attachments that All not fall until materials joined are broken or permanently deformed. SECTION 01700 r CONTRACT CLOSEOLT A SUBSTANTIAL COMPLETION: I. When the Contractor determines that the Work or a designated portion thereof is substantially complete, the Contractor shall send a written notice or Substantial Completion to the Owner requesting an Inspection of the Work, 2. Within a reasonable time after receipt of the Contractor's notice claiming Substantial Completion, the Own. will make an inspection of the Work to determine the state of completion and will prepare a punch -list or Itnane requiring completion or correction. 3. IF during the course of his inspection the Owner determines that the Work is not substantially complete, he All discontinue the Inspection and notify the Contractor that tie Work does not comply with the require.. for Substantial Completion 4. Immediately upon receipt of notice that the Work 3 not substantially complete, the Contractor shall correct the deficiencies and aend a aecoo written notice to the Owner as specified above. 5. When the Over determines that the Work meets the requirements of Substantial Completlo, the Owner All prepare a Certificate of Substantial Completion, AIA Document G104. 6. The Contractor shall prepare and submit to the Owner a list of Items to be completed or correct= J within the time limits established In the Certificate of Substantial Completion. 1. The Owner well review and amend the list of Items to be completed or corrected and append the completed list to the Certificate of Substantial Completion. B. MANUALS, NSTRJCTIONS AND KEYS: I. The Contractor shall assemble and deliver to the Owner printed or typewritten operating servicing, maintenance, and cleaning instructions and parts Bets For all items or equipment provided as part of the Contract. Include names and addresses of local representatives of each unit of equipment. Index manuals containing Items of different equipment. 2. Provide too copies of each required manual Including Mechanical and Electrical portions of the Work 5 The Contractor shall provide services of skilled and competent supervisory personnel to Instruct the Owner's personnel in the operation and maintenance of 01 operating equipment and system provided as part of the Contract. 4. Upon completion of the Work the Contractor shall deliver all keys, Including master keys and any special keys, and two copies of tre keying schedule to the Owner, and shall assist the Owner in deactivation of construction keyed locks used In the Project. C. RELEASE OF LIENS: I. The Contractor shall deliver to the Owner a blanket release of liens covering all Work performed under this Contract, Including that of Subcontractors, SUbotbcantractors, vendors, and other suppliers of materials and labor. Execute the release of hens on Documents similar to AIA Document G106 "Contractor's Affidavit of Payment of Debtors and Claims" and AIA Document 3100A "Contractor's Affidavit of Release of Liens ". 2 The Forme shall be executed by the authorized officer and notarized. All required attachments shall be included as noted on AIA Document Gl0b. IF exceptions are listed In Other AIA Document 3106 or Do current G105,4, the Contractor eha!I Furnleh bond satisfactory to the Owner for each exception. 3. No Final payment will be made by the Owner to the Contractor until all release of liens have been delivered to the Owner. D. GUARANTEES, BONDS AND INSPECTION CERTIFICATES: I. The Contractor shalI have guarantees upon materials and workmanship as required by Article 13 of the AIA General Conditions and special guarantees and bonds required by the Contract Documents executed In the Owner's name. 2. Palo to making application or final payment, the Contractor shall collect and assemble a" required 4 5 6 out- arlee5 and bonds and de -'er them t0 the Owner. 3 , her Contactor shall colect and assemble all required certificates of inspection, testing, and approval and delver them to the Owner. E. ,JARRANTIES. 1. Ferni..itten Warranties to t'h e Owner includ,nd specific '.ems ,x each product warranty stipulated in the Individual sections. 2. Secure and transmit required inspection Certl Ficates. 3. Repo r or replace damaged portions of the construction, under Warranty, when damages result from faulty materla le or negligent workmanship. 4_ Warrant that modifications or substitutions suggested by the Contractor will give satisfactory results, and that t Ali be equal or superior to the specified Item or method unless shortcomings are specifically listed in the request For modification or substitution. E. FINAL COMPLETION: When the Work has been completed Fully in accordance with the requirements of the Contract Documents, the Contractor shall send a written notice ale hind Final completion and shall scec Fically note each to on the punch list as being complete or the status of any Incomplete item. 2. The Contractor shall submit final Application For Payment indicating adjustment of accounts Including original Contract Sum, additions and deductions as Included on Change Orders, cash allowances, deductions for uncorrected Work and other requirements listed in the documents, Including the Consent of Surety Company to Final Payment, AIA Document 5101. 3. Upon receipt of the Contractor's notice claiming Final Completion, the Owner will perform a Final Inspection, and If the Work is completed fully In accordance with the requirements of the Contract Documents, the Owner will issue a Certificate of Completion, and a Certificate For Final Payment. G. TERMINAL INSPECTION: I. Immediately prior to expiration of the ire -year guarantee period, the Contractor shall make an Inspection of the Work in the company of the Owner. The Owner shall be given not less than 5 days notice prior to the anticipated date of terminal Inspection, 2. IUheee any portion of the Work has proven to be defective and requires replacement, repair or adjustment, the Contractor No Immediately provide materials and Iaoor necessary to remedy such defective Work and shall execute such Work without delay until completed to the satisfaction of the Owner even though the date of completion of the corrective work may extend beyond the expiration date of the guarantee period. 3. The Contractor shall not one responsible for correction of Work which has been damaged because of neglect or abuse by the Owner nor the replacement of parts necessitated by normal wear In use. SECTION 01110 - CLEANING A. PERIODIC CLEANING: I. GARBAGE COLLECTIONS: Provide a collection can at each location on the site used 0 an eatin5 area. Pick up all garbage not deposited In cane dally. If garbage le left overnight, cover cans. Remove garbage from the site at least weekly. Keep the Work area free of garbage, trash, and vermin Infestation. 2. TRASH REMOVAL: Clean the Work area of trash at least once a week Ilhen rapid acosrulation occurs, remove trash more frequently. Remove highly combustible trash such as paper and cardboard dally. 3. DISPOSITION OF DEBRIS: Remove debris from the site and make legal disposition. Locations for disposal shall be of the contractor's choice within the above restriction. No debris or material may be buried or burned at the site. Take necessary precautions to prevent accidental burning of materials by avoiding large accumulation of combustible materlale. B- FINAL CLEANING: I. The Work area shall be thoroughly cleaned inside and outside. Cleaning Includes removal of smudges, marks, stains, finge-rprints, soil, dirt, spots, dust, Ilnt, and other foreign materials from Finished and exposed surfaces. 2. Remove all temporary Facilities. SECTION 02110 - SITE CLEARING AND GRIiBBING A. VEGETATION PRESERVATION: Do not remove trees or shrubs without the specific approval of the Consultant. Damaged vegetation shall be replaced_ B. REQUIREMENTS OF REGULATORY AGENCIES: Adhere to State and local code requirements for the disposal of trees and sMubs removed from the site. C. OLNERSHIP OF REMOVED MATERIALS AND VEGETATION: Unless noted otherwise, removed materials become the property of the Contractor. C. PROTECTION OF VEGETATION: Rope, or fence off vegetation that is to remain to prevent damage. E. GRUBBING: Grub construction area to a minimum depth of one foot below the existing grade. I. STRUCTURAL EXCAVATIONS: Remove entire main roots and stump roots. 2. STUMP REMOVAL: Remove stumps to a depth of a least 18 inches under lowest elevation of the excavation. SECTION 02200 - EARTHWORK A. The Soils Report, if available, governs existing subsurface conditions. conditions. B. CONCEALED CONDITIONS: Variations from Contract Documents for conditions not apparent at the start of the Work will be adjusted as described in the Contract Conditlona. C. SOIL STIFFNESS: When information concerning subsurface soil stiffness Is not available, assume an angle or repose or 45 degrees under optimum moisture conditions. No angle of repose can be assumed when soil is under adverse moisture conditions, liners concrete surfaces are shown 0011ca1 or steeper than the angle of repose, forms are required. D. GOVERNING DOCUMENTS: The following Documents govern the I. Occupational Safety and H0lth Administration recommendations, Chapter XVII, 1926652 E. EXCAVATION INSPECTION: Do not place concrete in footing excavations without the Consultant's Inspection. F. FILL AND BACKFILL MATERIAL: Select fill material placed under slabs, Foundations and paving shall comply with the following requirements. Material may be used from the site wide l It Is made to comp.ly through the use of admixtures � such as sand or lime. I. LIGAID LIMIT: 30 to 45. 2. PLASTICITY INDEX: 1 to 20. 3. LINEAR SHRINKAGE: 10% maximum. 4. PURITY: No atones or debris larger than 3 inches. G. COMPACTION: Provide 90% maximum density under walks and grassy areas, 95% minimum density elsewhere. Add water or dry out to maintain optimum moisture content. 4451-TO compaction teat Methgo T -99, performed at optimum moisture. Place fill In Mayers not to exceed 6 inches after compaction. H. COMPACTION OF GRANULAR FILL: Dom F' act trenches under slabs as follows: I. 12 INCHES OR LESS: Provide granular fill material soft enough to compact readily by water saturation. 2. BETWEEN 12 INCHES AND 36 INCHES: Compact by water saturation to within 2 feet of the surface. The final 2 Feet 0 Inches must be compacted In 6 Inch layers. 3. OVER 36 INCHES: Compact In 6 Inch layers starling from the bottom. 6 N 10 SAND LAYER: I LOCATION Sere sand cushion is noted under concrete slabs. 2. MATERIAL: Well- graded, inorganic mineral sand in loose, non - stratified deposits, per ASTM D 2488. 3. THICKNESS 2 Inches urger walks and 4 Inches elsewhere. 4 COMPACTION: Compact to support concrete without settlement during placing. J. VAPOR BARRIER: Provide a 6 all polyethylene plastic film vapor barrier under floor slabs placed on earth. SECTION 02246 - SOIL STABILIZATION A. Coordinate the requirements of the Structural Drawings with the requirements of this Section. If a conflict exists, notations on the Structural Drawings take precedence Refer to the Soils report and survey for existing subsurface conditions. SECTION 02284 - TERMITE CONTROL A. MINIMUM COMPLIANCE STANDARDS: Comply with all applicable governmental standards. Unauthorized use of these chemicals Is strictly forbidden. 8. Warrant the Work specified herein for Five years. Defects shall Include, but not be limited to the following: I. Termite activity. 2. Damage of building materials caused by termites. C. Include replacement of damaged materials caused by temitee within the Warranty period. D. APPLICATOR: Applicator shall be bolded to perform this type of Work Were local licensing Is available or required, applicator shall be licensed to perFom this type of Work E. POISON DILUENT: Potable water. F. Provide EPA approved chemicals following I. ORGANOPHOSPHATES D0eban TC, Dow ChemOOIUSA, Midland MI 48614 (511) 636 -1000. 2. PYRETHOIDS: a. Dragnet FT: FMC Corporation, Agricultural Chemical Group, Philadelphia, PA 15103 (215) 299 -6000. b - Demon TC: ICI Americas Inc., Wilmington, DE 19899 (303) 515 -3000. c. Torpedo: ICI Americas Inc, Wilmington, DE 19099 (303) 515 -3000. et Tribute: Veleicol Chemical Corporation, Rosemont, IL 60018 (312) 6989100. G. QUANTITIES OF WORKING SOLUTION: Provide I gallon per 10 square feet under the building slab and 2 gallons per 5 linear feet at slab perimeter. H. PROCEDURES: NotIFy the supervising authority before commencing work Do not apply poison to soils that are excessively wet. Apply solution Immediately prior to placing vapor barrier. SECTION 02510 - CONCRETE CURBS, WALKS, AND PAVING A. WORK GOVERNED BY OTHER SECTIONS: The actual performance of this Work remains within this Section, but subject to the applicable requirements of Division 3 - Concrete. a MINIMUM COMPLIANCE STANDARDS: Work In accordance with the following: 1_ ACI 316 and ACI 325. 2. Portland Cement Association, PA011 and PLI36. 3. ACI 302 C. CONCRETE MATERIALS: Provide 2300 psi gray concrete with air entraining and water reducing with accelerating or retarding compounds. D. PAVING AND CURB JOINT FILLER: Provide 3/4 inch thief, Clear heart construction grade redwood with dowels as detailed on the Drawings. E. PAVING JOINT SEALING COMPOUND: Provide a single component, rubberized, hot applied sealing compound similar to Allred No. 9005, complying with F.S. 55 -5- 14018. F. SLOPE FOR DRAINAGE: Slope walks, driveways, paving, and gutters. 5. TOOLING: I. EDGING: Edge walks and paving edges to a 3/8 inch radius at expansion joints and where needed to Form a neat a earance. 2. J TING: IUhere shown to the Drawings as control joints (CJ) or tooled joint (T.J.). 3. CONTROL JOINT: 3/4 Inch wide. Use wrapped, smooth dowels to maintain alignment. 4. TOOLED JOINT DEPTFT: 1/4 inch unless shown otherwise. 5. WORKMANSHIP: Remove marks of tooling from the surface. H. Fo tra ffic Fl Lig ht broom or bell finish with lines perpendicular t ISH SECTION 03110 - CONCRETE FORMWORK A. FORMING SURFACES: Provide formwork In accordance with Recommended Practice for Concrete Formwork ACI 341, with smooth and clean surfaces. I. WOOD: Dressed to uniform thickness without loose knots or other defects. Plywood minimum or 5/8 Inch thick 2. STEEL: Rust free or galvanized Form surfaces. B. ACCESSORIES: I. CHAIRS AND BLOCKS, Provide plastic chairs where formed surfaces are expiosed. 2. EXPANSION JOINTS: Provide wrapped dowels, or protect dowels with cardboard tubes for alignment reinforcing across expansion joints. 3. FORM RELEASE AGENT: Provide chemical type Form release agent. C. INSTALLATION: Do not allow form release agent to contact reinforcement or concrete against which fresh concrete shall be placed. Wet board Forma until Joints are swelled shut. Formwork shall be strong enough to withstand the fresh concrete, and tight enough to prevent leakage of the mortar. D. FORM REMOVAL: Do not remove formwork until concrete has attained strength to support Its own weight, live loads, and additional construction loads and hats hardened enough to prevent leakage of the mortar. SECTION 03200 - CONCRETE REINFORCEMENT A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive requirements are specified: I. Specifications for Structural Concrete In Buildings, ACI -301. 2. Manual of Standard Practice For Detailing Reinforced Concrete Structures, ACI -315. 3. Building Code Requirements for Reinforced Concrete, ACI - 318. B. MILL REPORTS: Provide certificates From manufacturer describing steel used. If reinforcing cannot be Identified, provide tensile and balding teat reports. C. REINFORCEMENT: I. BARS: ASTM A 615. a. NO. 3 BARS: Grade 30. b. ALL OTN ERS: Gr ace 60. 2. WIRE: ASTM A 82. 3. WIRE FABRIC: ASTM A 185. D. ACCESSORIES: Provide galvanized accessories. E. TIES: 16 gauge annealed wire or standard clips. F. FABRICATION: Bend and cut bars, fabric, and Are cold to the N 10 Following tolerances: I. Sheared length plus or minus I inch 2. Depth of truss bars plus or minus IR inch 3_ Stirrup, ties, and spirals plus or minus I/2 inert 4. Other bends plus or minus I Inch G. PREPARATION: Before placing reinforcement, inspect formwork For fit and tolerance. Clean reinforcing free from Form coatings, sealers, powdered and scaled rust and other bond reducing conditions. H. bars. SPLICES NOT DETAILED: gge erd pli ces at adjacent Co not splice at areas of Sta greatest stre I. INSTALLATION: Support and position reinforcement to prevent displacement by construction loads or concrete placement. Support bar reinforcement on chairs or concrete blocks of same mix design as concrete. SECTION 03312 - CAST -IN -PLACE CONCRETE A. MINIMUM COMPLIANCE STANDARDS, The Following Docuxx is govern the Work except where more restrictive Items are epectriad: I. Specifications for Structural Concrete in Building, ACI 01. 2. Guide For Concrete Floor and Slab Construction ACI 302, 3. Building Code Requirements for Reinforced Concrete, ACI 318. 4. In hot weather, Work In accordance with the recommended Practice For Hot Weather, ACI 305. 5. In cold weather, Work In accordance with Recommended Practice For Cold Weather, ACI 306. B. DOCUMENT PRECEDENCE: Notations and requirements on the Structural Drawings supersede conflicting requirements of this Section. C. MATERIALS: I. CEMENT: ASTM C 150, Tye I or III. 2. AGGREGATES: Standardd weight aggregate, ASTM C 33. Refer to ACI 301 -35 for maximum size. 3. WATER Potable and clean. 4. ADMIXTURES: a. WATER REDUCER AND SET RETARDER ASTM C 4941 A 8, or D. Do not use chlorides. b. AIR ENTRAINER ASTM C 260. D. MIX: Design concrete mix to comply with the standard of deviations specified In ACI -301 and ACI -315 For the concrete strengths shown on the Structural Drawings. If no strength Is shown, provide 2,500 pal concrete. Include air entrainer For exterior exposed concrete to produce 5% plus or minus IN total all content as determined by ASTM C 231 or ASTM C 138. Provide a maximum slump of 4 Inches. C INSPECTION AND PREPARATION: Do not place concrete until forming, reinforcement, and built -In Items have been Inspected and approved by the Consultant. I. SUEGRADE: Dampen 01143110800 not covered with membrane by spr1011ng Immediately before placing c oncrete. Omit when subgrade Is already damp Dry out soggy subgrade before placing slabs unless wetting Is uniform and placing can be done without damage to subgrade. Place slab steeds to precise elevation. Obtain the Conaultant's approval or subgrade and screeds prior to c oncrete placement. 2. FORMS: Remove dirt, sawdust, nails, and other foreign material from Formed spaces. 5 BUILT -IN ITEMS: Install pipe, sleeves, bolts, anchors, and other cast -In -place Items securely. Use templates to set built -In Items accurately. F. PLACING: I. Use buggies and metal elutes at slopes between 1:2 and 1:3 to avoid separation of aggregates. Drop concrete vertically In centers do not draw or rake concrete laterally to position 2. Use ready -mixed concrete only. Comply with requirements of ASTM C 94 for mixing and transportation of concrete to the project. 3. Place concrete continuously In any one part of the Work a. If a whole part of the Work cannot be placed monolithically, place to construction joints iodinated on Drawings or as approved by the Consultant. b. Retlghten roma, clean hardened surfaces, and cover with bonding compound before placing against hardened concrete. 4. Place sloped concrete from bottom up 5. Use temporary screeds when placing slabs to maintain levels and slopes as required. Provide adequate support for screeds to maims.. accurate e!evatIons. SECTION 03316 - CONC CURING, TREATMENT, AND FINISHES A CURING MATERIALS: I. PRODUCT LIMITATIONS: Do not use products with the following characteristics. a. Leave oily or waxy residue that may interfere with future coatings or Flooring adhesives b. Discolor surfaces designated to remain uncovered. 2. SHEET CURING: Unite sheet materials only, complying with ASTM C 111. 3. LIQUID CURING COMPOUND: a. TYPICAL USES: ASTM C 309, clear, Type I, or Type I -D with Fugitive Llnt. N. OPTIONAL FOR EXTERIOR PAVING: 45Th C 309, Type 2 or Type I -D 4. WATER PENDING: Flood or spray water to keep concrete surfaces covered with water For the curing period. B. INTERIOR FLOOR TREATMENT COMPOUND: I. Gifford -Hill, "Hardtop". 2. AG. Horn, "Horn One- Kote ". 3. Curecrete Cherlical Co., "Ashford Formula". C. FIN1514ING: I. TYPICAL EXPOSED FORM FINISHES: a. FIll honeycomb, bubbles, holes, and knock off fine. b. Remove evidence of misaligned forms by chipping away and by patching. c. True up corners and surfaces. 2. FINISHES FOR TYPICAL CONCRETE FLANIORK: Provide a steel troweled Finish Maximum surface irregularity shall be I/16 Inch In any fuming foot and 1/4 Inch In IS feet. Apply floor treatment compound as specified. D17-6. 11 12 SECTION 05500 - - EThL EAER LA` O'NS A. 5 DRAWINGS .rd .cats 110-a nateiai, sa rXlsh. Snow .O.. o s and std ,,or orccedurea not,. nestai'is Or joints, attachrents and cearances B. STEEL MATERALS: 5 EE_ PATES: Ala A 36 to tolerances of ASTM A 6 2 STEEL PIPE: ASTM' A 50' or o 500 to shaves detailed 3 BOLTS: AS, A 30 typical, and AS, A 325 high et: excels cote nu -s and washers ,ere shown on the C. GALVANIZED MATERIALS: AI' exterior, exposed s1ee '. aro where noted on the Drawings NONSTRJC JRA:. ASa l A 120. 2 IRON AND 5 E_ IARDILARE: ASi' A 153. -c SHARES pATE5 BARS, 4ND STRIPS: AS A 123 4 S 5-IEET5: All A 4 45 . ASSEMBLED "EEL °RODUCTS: 4510 A 386 6 DEL OF - .0 D I TEMS: ASTM A 525 D. STEEL SHOP PRIMER: APO Iy with spray for exposed items. App y primer free of runs and other nreeularities that may require modncation :o ad the specified Finish appearance. E. WORKMANSHIP EXPOSED 'TEel& Moderate Irregularities not visible at 30 feet may remai, marks may , emain. a. I!F_L O5: Grind welds to sm-1, radius with unifprrl sized cove. b. BOLTS: Use only flat or oval head, countersunk cote where exposed to view. c. JOINTS: Provide maximum gap or I/16 inch - 2. OTHER LOCATIONS: Nc Improvement from mill finish required except preparation For galvanizing or priming. 3. 'WELDS: Grinding not required. 4. BOLTS: Exposed bolts permitted. SECTION 06100 - ROUGH CARPENTRY A. GENERAL REQUIREMENTS FOR LUMBER: I. STANDARDS: P5 -20 - American Softwood Lumber Standard and F5 -I -83 Softwood Plywood. 2. GRADING: SFPA, SPIB, AL0A, '1.01.3. and APA. 3, MARKING: Stamp each piece with the Grade Association and ties. 4 SPECIES: Douglas Fir or Southern Yellow Pine. 5 FINISH: Provide S4S Finish aaoos specifically noted otherwise. 6. SEASONING REQUIREMENTS: Kileclry or air-dry to a 15% maximum moisture content- Mark each piece "KD' or "MC - 15" 1. GRADES: Comply with the recommended minimum grades for each specific use as specified b' the specific grading association such as the Southern by Use Guide, Table 2, and as Specified on the Structural Drawings. B. WOOD TREATMENT FOR ABOVE GROUND LOCATIONS: Stamp each piece or lumber u'.th the type of treatment and amount of retention. Redly waterborne type treatment to 19% and stamp "S -DRY" i. APPLICATION: Apply pressure or vacuum treatment. Comply with AWPB Treating Standards LP -2 or LP -3 typically. 2. LOCATIONS: Provide treated wood at the Following locations a. Lirere ehawn on the Drawings. b. Dead members resting on concrete or masonry. c. Grounds embedded In concrete, plaster, or masonry. E. Blocking or grounds embedded m construction in such a manner as to prevent exposure to circulating air. e. Roofing grounds. 3. CUT TREATMENT: Treat cue by dipping or brushing with preservative. C. PLYWOOD, Provide P5 -1 -53 softwood plywood marked with APA stamp indicatiT5 quality and F nish as recommended for each use by the American Plywood Association. Only plywood with an APA stamp Indicating "Exterior" or "Exposure I' grades All be acceptable. D. - °n YWOOD ROOF SHEATHING: Mark each piece with APA grade trademarks as noted above. Maintain minimum I/O Inch gap along edges and 1/16 inch gap across ends. Apply plywood roof sheathing using the fo wing types or nails: L PLYWOOD THICKNESS tc I fNCH: Use Ed common nails. 2. SPACING: 6 inches at edges and 12 inches in fled_ E INSTALLATION: I. Set wood framing accurately and neatly. Brace well and nail securely. Frame at IS inches on center or indicated on the Drawings. 2. Set wood grounds for attachment of Work specified in other Sections. 3. Use washers on bolts used to attach wood. Use galvanized bolts and washers on treated wood_ 4. Use galvanized metal framing anchors, beam 00L., and clips where indicated. I SECTION 06190 - WOOD TRUSSES A MINIMUM COMPLIANCE STANDARDS: The Following Documents govern the work except where more restrictive requirements are specified. I. American Institute of Timber Construction (AITC) 2. Truss Plate Institute. B. APPROVED MANUFACTURERS: 1. Automated Building Systems= Dept. T, Lars Cox Drive, Box 531, Johnson City, TN 31501. 2. Gang -Nail Southwest, 4101 South Westmoreland, Dallas, TX 15231. 3. All -Pan Inc., 1101 South Loop West, Houston, TX 11054 -4602. C. LOADING Unless noted otherwise, comply with the strongest combination of the following: I. Building Code. 2. Maximum deflection of 1/240 of span without ceilings. 3. Maximum deflection of 1,350 of span wilt ceilings. 4 Live load: Refer to the Drawings. D. CONSTRUCT ION DETAILS: I. TRUSS MEMBERS: Stress rated lumbers 19% maximum moistures No. I. 2. FASTENERS: Galvanized steel gang nail plate connectors. E. INSTALLATION: Anchor trusses In place as recommended by the manufacturer and in accordance with Building Code. 13 14 MARK DATE DESIGN GROUP RPM REVIEW Preliminary Phase SEPA Planning Phase Building Permit Permit Revisions EN AL SPECIFICATIONS INITIAL REVISIONS INITIAL 15 General Bid Do not use drawing for r: niti l a i 'titled DESIIMIONES'S SHELL STATION ISO&O PACIFIC -G 1WAY SOLTN TLKUJILLA, WAS - INGTON Retail, Petrol.. 5 Marketing hrchitecttual Design Services 16 11 RPM Design Group L. L. C. 600 S. Dakota St - Suite 210 P. 0. Box 80443 Seattle, Washington 98108 Phone'. 206 -442 -9542 Fax, 206 - 442 -9700 email, rpmdg @sal coo D¢te: 29DEC91 Dr. By: GMB App.: RPM/( 9101 Shaer SP1 IS 00 A SEC - ON 06220 - ele_WORK A ' CO STANDARDS: "Quality Standards of the Architecture Woodwork Industry (AWI). • LAS IC A INA Submit full range of colors, patterns, textures and enisees of plastic laminate eve :able for selection- Use horizontal grade typically, Vertical grade ay be use° far capnet Interiors and vertical surfaces of cabinets. Jse balance sheet as required by A)I. Cores shall be 3)4 'ncr °S -I -83 BD Exposure I plywood and edges shell be pen r -edce unless specified otherwise. 'Neva Exxon Chemical Co. • SOLD STOCK: MOISTURE CONTENT: 8% - 13% at time of Installation. 2 NATURAL ='NISH HARDWOOD. Comply with AU "Premium" Grade. 3 FAINT GRADE eARDWOOD: Any species without coarse grain. • SOFTU,OOD PLYWOOD P5-1-83. ' EXPOSED. •tedium Density Overlay (MDO). 2 SEMI - EXPOSED: Grade B. 3. CONCEALED: Grade D. E A R!AL emeKNESSES: The following thicknesses shall apply except when shown thicker on the Drawn 9 s: BC ^OM,,, ENDS, DIVISIONS: 3/4 Inch thick 2 FACE PLATES: Eaua to door thickness with 3/4 Inch m nimum. 3 WEB FRAMES: 3/4 inch minimum. BACKS AND DRAWER BOTTOMS: 1/4 indr plywood, over 24 mass wide require center bottom support_ e Imlt backs with braces to 12 saluare feet. 5. DRAWER eRONT5: 3/4 Inch 6. DRAWER BACKS AND SIDES: I/2 Inch SHELVES. Unsupported, exposed shelves 3/4 inch thick to 36 Inner and I inch minimum to 42 inches. 8. BASES: Design to space 3 inches deep x 4 inches high x '12 Ind+ deep recessed base across exposed ends. 9. DOORS: 3/4 inch minimum thickness, except when shown greater or the Drawings. = CABINE' HARDWARE. Prepare the millwork for the Installation or tee hardware. • =TA. AeON. place level pkelb a. at right angles to s aa jact wank W ere Field cutting or trimming Is necessary, eerronr Ir neat, accurate, professional manna without oamaoine the products and adjacent work Attach securely so ,he products will perform to their maximum ability without damage resulting from inadequate fastenings, - - YPICAL CABINETS: AWI "Custom" grade with plastic laminate tops and exposed surfaces- Semi- exposed surfaces shall be plastic laminate except drawer shells shall be wood. SECTION 0 - DAMPPROOFING A. ,WARRANTY: Warrant the Work specified herein for one year against becoming. unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Leaking water or bitumen. 2. Releasing from the substrate. B PRoDuCT DATA: Sett schedules, carts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. C. DAMPROOFING MATERIALS: I. DAMPPROOF MEMBRANE: "Tyvek" polyester film, or 2. FELT, ASTM D 226 Type I. No. 15 asphalt coated felts_ 5 Attach damproofino to surface in single fashion, stoning at the base flashing with adhesive. 4. Imbed damproofingg Into adhesive as necessary to securely hold in place. Staple sheet Into plywood at the top of each sheet 8 Inches on center and la p e the next sheet over the eta q tea ana Imbed In adhesive. SECTION 01115 - WATER REPELL A PRODUCT DESCRIPTION: I. GENERAL: Water clear, fast drying, penetrating, water epellent ligWed com pound. 2. VEHICLE: Water- alcohol formulation. 3. SOLIDS: Slloxane formulation. 3 B- PROPERTIES: I. REPELLENCE: No at penetration on surface as evidenced by absence of wet discoloration 2. ADHESION: No interference with the adhesion of sealants - If tests show interference, mask off sealant areas, or a repel)ent after sealants are installed. 3. S Zero s heen. 4. DISCOLORATION: No charge in color or tone. 5. RESISTANCE TO HOUSEHOLD CHEMICALS: ASTM D 1308± no change In color, Finish or adhesion. C. APPROVED MANUFACTURERS: Specifications are based on rest named Manufacturer. Other approved manufacturers must meet or exceed this standard. I. 'CP- 500", Chemical Products, Oklahoma City, OK (800) 624 -4356. 2 "Chem - Trete -Bee', Troa1, Rockliegh, NJ 01541 (500) 63' -1668. 5 "Dural Treat ", Dural International Corp, Dem Park, NY. 3129, (516) 586 -1655. 4. "Duxbac ", Clover Chemical Corp., Houston, TX (1151 (713) 880 -5447. 5_ "Slloxane" Weather Seal, ProSOCo, Inc, Kansas City, KS 66111 (913) 281 -2100. 5. "CFemstop SMS- 250 ", Tamms Industries Co., Itasca, II 50143 (312) 713 -1810. D. Follow manufacturer's recommended application procedures. SECTION 01211 - BATT ASP BLANKET INSULATION A. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive Items are specified: I. Federal Specification H14 -1 -5211, Type III. 2. American Society or Heating, Rerrigeration, and AS Conditioning Engineers. 3. National Environmental Systems Contractors Association. B. INSULATION. Mineral wool or glass fiber bate or blanket conforming to ERA. energy coneervatlon requir550 is and F.S. HH- 1 -52IF, Type III. UL RATING: Maximum Marne spread of 25, fuel contributed or 50, and smoke developed of 50 when tested per ASTM E 84 2. THERMAL RESISTANCE 'R" values are listed In the ASHRAE Guide for bait and blanket insulation. Provide 12 Inch R -30 For roof, 6 Inch 5 -I9 for wall and I -1/2" R -10 rigid at Foundation perimeter. Provide aluminum foil laminated to one 5de 5th flanges (or stapling apple -aeon. C. INSTALLATION: Positively attach edges and ends to prevent gaps or openings In the vapor barrier. Install blankets with the vapor barrier to the warm 5de. Butt cedes and edges of blankets together to avoid gaps in insulation. Do not cover insulation until the Installation has been Inspected andpproved. SECTION 01420 - ALUMINUM COMPOSITE MATERIAL PANELS A QUALITY ASSURANCE. I. Composite Panel Manufacturer shall have a minimum of 5 yy perience. 2. Fab ricat Installs shall be acceptable to composite panel madV 3. Maximum deviation from 555l.l and horizontal alignment of erected panels shall not exceed 6mm in 6m. p B . SUBMITTALS: f : Submit two samples of each type or asss - bl and color or finish see e selected, 6" x 6" minimum with details of clips, anchors, etc for approval by Consultant prior to fabrication. . 2 4 5 MATERIALS: I. COMPOSITE PANELS: Provide aluminum composite material panels, "Alpolic" as manufactured by Mitsubishi Kass America, Inc. or 'Reynobond" as manufactured by Reynolds Metals Co. a. Thickness: 38Im (0.118 Inches). 2. FINISHES: Manufacturers' custom colors as approved by Owner, in locations as Indicated on drawings. a. Sllver-metallIs finish b. Red- gloss finish 3. Humidity Resistance: a. Test Method 45111 3 -1135. b. Coatin• shall receive a rating or 8 per ASTM 3 -1654 after 2,e0 hours. 4. Weathering: a. Test Method Sunshine Arch Weatherometer, Type E run In accordance with ASTel G023 and 3 -522. b. No cracker •, peeling, blistering or adhesion loss after 2000 hours. c. No color change greater than 5 5555 un35 measured per ASTM 3 -2244. d. Shall not chalk in excess of 8 when rated per ASTM D -659. D. ACCESSORIES - Provide non - corrosive, concealed fasteners and fastening systems as recommended by panel manufacturer a. shown on the drawings. SECTION 01535 - MODIFIED BITUMINOUS ROOFING A WARRANTY: Warrant the Work specified herein For one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: I. Peeling, cracking, blistering, 511155tortng, or releasing from the substrate. 2. Softening or becoming tacky. 3. Leakage of water Into the building or within the construction, B. PRECONSTRUCTION GONFESENCE: Prior to commencing work meet with Following parties to discuss the roof materials, conditions and installation procedures. I. Construction Superintendent. 2, County or City, If required 3. Owner C. MATERIALS: Owens /Cornin g D 2 1 -NG ad 201 -5G. Modified bitumen hot asphalt cap II end roof membrane. L PRIMER As recommended by the roofing manufacturer. 2. BASE SHEET: Perms Ply IV base sheet. 3. ASPHALT: A5TM D312, Type III. 4. GROVEL: 5/8" roofing gravel applied In 60 145155 asphalt at a rate of 400 Ibs1100 sf. 5 CANT STRIP: 18" x height required, tapered fiberglass. 6. FASTENERS: As recommended by the roof manufacturer for substrate. 1. MANUFACTURER Owens- Corning Corp., Toledo, 01-1 43650 8. ROOF INSULATION: 2" rigid Celotex Hy -Therm mechanically Fastened to steel deck per manufacture printed Instructions D. INSTALLATION: I. PREPARATION: Do not Install roof until substrate le smooth, dry, and free of loose material. Remove sharp protuberances. 2. Install roof according to mane 555555555 printed Instructions. 3. CLEAN -UP: Remove all roofingdebres when Work Is complete. SECTION 01620 - BUILDING SHEET METAL A. MINIMUM COMPLIANCE 5TANDARD5: The Following Documents govern the Work except where more restrictive requirements are specified. I. Sheet Metal Manual of the Sheet Metal and Air Conditioning Contractor's National Association (5540NA). B. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either directive or nonconforming materials and workmanship. Defects Shall include, bA not be limited to, the following: I. Leaking. 2. Wrinkling. 3. Breaks or tears .used by restraint of expansion and contraction. C. SHOP DRAWINGS: Indicate size, material, and finish Show locations and Installation procedures. Include details of joints, attachments, and clearances. D. GALVANIZED SHEET STEEL MATERIAL: I. QUALITY STANDARD: ASTM A 251, coating designation G 90. 2. FINISH: a. METAL PREPARATION: Prepare surface for painting in compliance with A5Tel Le 2050 recommendation. b. Prefinish sheet metal with polyester camel finish 1 mil minimum thickness. E. GALVANIZED SHEET GAUGES: 24 gauge minimum. I. Clips send for attachment shall be two gauges thic than the piece they 55415 2. FASTENERS: Galvanized, cadmium, and stainless steel. F. MATERIAL COMPATIBILITY: Provide mutually compatible materials and fastening where in contact. If not available, isolate incompatible materials to prevent electrolysis. G. INSTALLATION: I. Prime flanges and other metal In contact with roofing membrane. 2. Bed sheet metal flanges on roof membrane with flashing cement SECTION 01555 - EASE FLASHING A. MATERIALS: Provide a synthetic elastemeric compound watspssstFsg material with thermoplastic fibers added for extra tensile strength and tear resistance, laminated to a 1 mil vinyl elm. Provide Pnox Gyp.Flash as manufactured by Rice Enterprises, Inc, i1210 South Post Oak Rd., Houston, Texas 11035, (113) 126 -1800. B. PREPARATION: Clean surfaces free of dot, loose rust, plaster, mortar, paint droppings, and other materials that may prevent permanent adherence to the substrate. Apply primer with brush or Iambs wool rolls at the rate of 250 to 350 square feet a alloy. Allow rimer to dry a minimum of q P 9 P I how Rem p . eve rims from finish sur.r aces with Toluene or similar solvent. Use primers recommended by the manufacture. 6 C. INSTALLATION. Install tape st ocatprs requiring ease flashing to charnel - water out or weep holes. Extend membrane to a then inch of race or masonry, a. a minimum or 8 inches up tne ve,'ca subs war) verticai joints of fastes5q tape a mermen or via .n '<'" e "' of FlasFl15 tape a mirlmen „f nches n erecter of water flow. SECTION 01121 - ROOF CURBS A. MANUFACTURERS: I. The Pate Company, Broadview, IL 50153 1 312/651-1520, Model SCES solid top and ot.r types as shown on the Drawings. 2. ThyBar Corporation, Addison, IL 6010. (312)543-5300. 43 -5300. 3. Custom Curb Inc, Chattanooga, TN 31401 (513)529-6241. B. SIZES: ,Refer to Drawings for necessary sizes. C. COMPONENTS: !. WALLS: Galvanized steel. 2. W000 NAILERS: Factory i - led. D. Instal! curb assemblies in sc_erdance with manufacturer's specifications. SECTION 01920 - SEALANTS AND CAULKING A WARRANTY: Warrant IF' RRA the Work Spec Ted herein for 2 years against becoming u serviceable or causing an sb ecttonable appearance resulting from either defective or nonconforming materials and workmanship. I. Defects shall Include, but not be limited to: a. Staining from abutting materials or Filler. b. Migrating, bleeding Into, or staining abutting materials, c Unsightly surface deformation by causes other than movement. d. Excessive color change, chalking, or dust pick -up, e, Failing adhesively or cohesively. f. Hardening to more than 25% over stated hardness. 2. Warrant that sealants unposed to wlndloads will resist the design w!ndload of the local building code 5th maximum stress factor on the sealant of 20 pal with a safety factor of 6 to I. B. PRODUCT DATA: Submit schedules, charts, Iitsature, and illustrations to Indlate the performance, fabrication procedures, product variations, and accessories. C. EXTERIOR SEALANTS AND SEALANTS FOR MOVING JOINTS: Curing type, two pint bulk compounds 5551555155 55 FS. T7 5- 00221E(3), or one part co nforming to F.S. TT 5 - 001543A. Provide compounds that cure or polymerize by solvent release, moisture absorption, or catalyst. I. APPROVED BASIC INGREDIENTS: Polysulfide, silicone, polyyurethane, 1 E ° : i tremdyne terpma. 2. NOIY- -ACC PTA ineeed oil r E BLE: L o ot ell base sulks, asphaltic, or coal -tar types. Acrylic, 9- palon, and butyl base tutees. 3. SOLIDS: %M minimum by volume 4 CURED HARDNESS: (Shore A durometer) Maximum of 30. D. INTERIOR SEALANTS: All exterior sea lants plus the following tupes. 1: Skinnin• type, bulk compounds conforming to F.S. TT -5- 04 or ASTel C834, 5th active Ingredients of butyl rubber, acrylic, hrypalon, and other similar palntable compounds. E. CONCEALED SEALANTS: Non - skinning, resilient (soft), preformed, or bulk compounds conforming to NAAM1 Standards 55 -Ia, ES -lb, or 55 -Ic, 5th basic ingredient of hol�rheens synthetic resins, oleoresinous compounds, or sleniFar noncuring compounds. I. SEALANT TAPE: Preformed or extruded non - curing butyl with or wttrout reinforcement. 2. NON - ACCEPTABLE: Types which As not reseal If seal is broken. F. SEALANT COLORS: Unite, Mace gray, aluminum, limestone, and brown. Provide clear silicone for glass joints. G, SEALANT MANUFACTURERS: L Dow Corning Corporation, Midland, MI 45640 (800) 248 -2345_ 2. Genia Electric Company, Waterford NY 12188 (518) 231 -3330. 3. Pecos Corporation, Harleysville, PA 19438 (215) 123 -6051. 4. Tremco, Cleveland, 01-1 4 4I04 12161 229 -3000. H. ACCESSORY MATERIALS: I. BACK -UP FILLERS: Non - absorbent, non - staining, expanded, closed cell plastic or rubber compatible with sealants used. a. NON - SUITABLE MATERIALS: OII or bituminous types and oakum. b. SIZE AND SHAPES: Round, square, or rectangular, to fit various job conditions, 2. COMPRESSIBLE FILLER: a. "Will - Seal", Illbruc NSA, Troy, MI 48084 (313) 585 -4353. b. "Breese l ", Emseal, USA., Inc. Stamford, CT 06903 (203) 322 -3828. 3. PRIMERS CLEANERS, TOPCOATS: Use only materials listed as suitable in sealant manufacturer's Instructions. Test for stainin compatibility, and durability before proceeding. I. INSTALLATION: Proceed only when conditions are suitable For satisfactory perfomance or this Work Follow manufacturer's printed Instructions for use and Installation of his products. Arrange procedures and devices to protect other Work from disfigurement and physical damage, and correct damages resulting from this Work Prior to ordering or delivering materials, conduct adhesion test on all substrate materials. If Inadequate adhesion its evidenced, consult with the Architect before proceeding. Follow the recommendations of the Sealant a Waterproofers Institute's "SEALANTS: The Professional Guide" for joint design and Installation details. SECTION 08112 - HOLLOW METAL DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to, the following: t Indentations, rust, and surface defects. 2. Inadequate or misplaced hardware reinforcement. B. MINIMUM COMPLIANCE STANDARD: Provide Steel Door Institute "Standard" grade construction, details, and Features. Submit shop drawings prior to construction. C. DOOR CONSTRUCTION: Provide 16 gauge flush galvanized steel Insulated and bonderized and prime painted doors with water tight tops for exterior doors. D. FRAME CONSTRICTION: Provide standard 16 gauge frames preaeeembled and welded before delivery to the site, galvanized and prime painted, fitted 5th adjustable anchors, reinforced for hardware. Refer to Drawings for all Jamb anchor conditions. SECTION 08523 - ALUMINUM 5TOREFRONT DOORS AND FRAMES A. WARRANTY: Warrant the Work specified herein for one year against becoming unsexviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shot1 include, but not be limited Is, the Following: I. Rough operation of moving parts. 2. Loose parts ce Insta llation. 3. Water leakage. 3. PRODUCT DATA: Submit schedules, charts, literature, and Illustrations to indicate the performance, fabrication procedures, product variations, and accessories. 6 S C. APPROVED MANUFACTURERS: Specifications are based on fist named Manufacturer. Oths approved manufacturers mot meet or exceed this standard. I. Kawneer Co. Inc., Norcross, GA 30092 (404) 445 -5555. 2. PPG Industries, Pittsburg, PA 15212 (412) 434 -3131. 3. As sits Div., ARCO Building Products, Philadelphia, PA 19102 1215) 551 -2000. 4. Marmet Corporation, Wausau, WI 54401 (115) 545 -5242. D. MATERIALS: Extruded aluminum alloy 5053 15 or comparable alloy as required for speclfled finish E. DOORS: I. SWING ENTRANCE DOORS: a. Proved "Kawneer 190" narrow stile, aluminum and E lass entrance doors manufactured by Kawneer. quevelant products of above listed manufacturers are acceptable. b. Hardware: Provide entrance doors complete with manufacturer's standard and optional hardware as scheduled In the Drawings. c. Doors shall be pre - glazed with 1/4" thick fully tempered clear glass. d. Provide optional, exterior applied door bottom weat9w_rstrip ing. Ka weer number 38 -550 or equal. 2. AUTa7MAi.0 ELECTRIC BI- PARTING SLIDING ENTRANCE (OPTIONAL): a. Provide Stanley Dur -A -Glide 3000 Series, Including sliding aluminum doors and sidelights, header, opperato and ac tuating controls. Farmington, Conn. (1300) 232 -3 663. O Provide remote access control console mounted at the cashier's counter. The access control panel shall provide remote control, audible and visual monitoring or the Dura -Glide access door package and Its special seomit feature e Provide s. a 115 VAC fall secure electric solenoid locking device with a self - contained solid state electronic control factory mounted inside the Dura -Glide header. d. The sliding door panels shall be Fitted 5th Adams Ste 5600 concealed vertical rod tamper proof exit device, Exit device shall prohibit manual breakout of doors from exterior. e. Install sliding doors In accordance with manufacturers specifications. f. Provide standard mat actuating device for Inside control of doors and "Stan -Ray" motion sensor For outside control. 3. CONNECTIONS: Provide bolted and welded connections, fit to a hairline Joint. 4. REINFORCING: Provide reinforcing at bolted attachments. Tapped aluminum is not permitted. 5. Deliver doors to Job site pre - glazed. F. FRAMING: Specifications are based upon Kawneer Faset 400, 2 x 4 -1/2 Inch framing system, adapted to accept I/2es glazing, manufactured b Kawneer Co. Equivalent products of above t listed manufacturers are acceptable. P I. No exposed Fasteners allowed in Finished Work Provide factory assembled Framing members. 2. Framing reinFOrcement: Provide reinforcement, If necessary, to achieve structural requirements, including, but not limited to resistance to specified wind loads, dead load, end edge pull -out. 3. Use x -pands splice sleeve at all splice locations. C. GLAZING: 1/2 Inch minimum tempered glass with neoprene 5asust. Seal butt joints with silicone sealant as recommended by manuracturer. Thicker glass may be used as required to meet local wind load requirements. H. ALUMINUM FINISH: Fluaropolyms coating to match Texaco Red. I. INSTALLATION: Install units plumb, level and In true plane. Anchor securely to abutting materials as Indicated on the Drawings. Adjust for smooth quiet o 55551 n. Clean . J 9 9 P glass, frame, and abutting materials. SECTION 05665 - ALUMINUM DRIVE- THROUGH WINDOW (OPTIONAL) A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from eiths defective or nonconForm ng materials and workmanship. Defects shall Include, but not be limited to, the following: I. Rough operation of moving parts. 2. Loose parts or Installation. 3. Water leakage. 5. PRODUCT DATA: Submit schedules, charts, literature, and Illustrations to indicate the performance, fabrication procedures, product variations, and accessories. C. APPROVED MANUFACTURERS Specifications are based on first named Manufacture. Other approved manufacturers moat meet or exceed this standard. I. Quiksery - Division of M.CE. Systems Corp. P.O. Box 40466, Houston, TX 11240 -0465. Prone (113) 462 -5231. 2. Ready Metal Manufacturing 4500 el. 47th Street, Chicago, IL 60632. Phone - (312)316 -4550. D. MATERIALS: Rot/de model PW -2 drive -thru window unit complete with all attchment5, accessores, and operators required for a complete Installation. Provide manufacturers standard semi- automatic service opening. Nominal size shall be 40 Inches high x 28 Indies wide x 21 Inches deep. Service opening shall be approximately I5" wide by 25" tall. E. ALUMINUM FINISH: Fluoropolymer coating to match Texaco Red. F. INSTALLATION: Install units plumb, level and In true plane. Anchor securely to abutting materials as Indicated on the Drawings. Adjust for smooth quiet operation. Clean glass, frame, and abutting materials. SECTION 08100 - FINISH HARDWARE A. SUBMITTALS: I. Submit hardware schedule. 2. TEMPLATES: As soon as Installation schedules are returned without exception, furnish required template Information to the various manufactures for fabrication purposes. 5. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive requirements are specified. L NFPA Pamphlet No. 101. 2. ANSI A111.. 3. NFPA No. 80. 4. UL Certification. C. INSTALLATION: Install In accordance with the manufacturer's templates and printed Information. AdJuet closers. Check locks, latches, and other operating mechanisms for ease of operation. Provide keying as directed by the Owner. SECTION 08900 - GLASS AND GLAZING A. 51515J1 COMPLIANCE STANDARDS: The following Doomeas govern the Work except where more restrictive Items are specified: I. Glass shall conform to Federal Specification DD -G -4510 and MD -G- 14038(1) qualities highest of their category. 2. Installation shall conForm to requirements or Flat Glass Marketing Association "Glazing Manual ". 3. Consumer Product Safety Act and the standard for architectural glazing materials (I6 CR 1201. B. WARRANTY: Warrant the Work specified herein for pre year against becoming unserviceable or causing an objectionable appearance resulting From either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to, the following: I. Thermal breakage. 2. Installation of wrong size glass. C. TEMPERED GLASS: Tempered plate, 1/4 Inch and in inch minimum thickness, clear, or as scheduled, ANSI Zell 9 10 D. INSTALLATION: Install materials In accordance with q ass manufacturer's recommendations using workmen skilled in this type of work Install glass without binding, warping, or strain Thoroughly bed and back putty glass set with glazinT beads and moldings. Where glazing beads are provided, carefully remove and reset, using caution to avoid marking or In any way 8:160 ng Work E. CLEANING: Remove excise compound and leave glass and surrounding area clean. Clean glazing surfaces with non - staining solvent or detergent. Remove and replace Improperly set, broker, cracked, and unacceptable glass. SECTION 05255 - GYPSUM WALLBOARD SYSTEMS A. MINIMUM COMPLIANCE STANDARDS: The following Documents gover the Work except where more restrictive Items are specified: I. ANSI A91.1. 2. Gypsum Association Specifications. 3. ATM C 154. 4. ASTM C 840. 5. FRAMING: Refer to Rough Carpentry C. WALLBOARD: Provide standard gypsum board, ASITI C 35, Fire-rated b oard type C' or "X' ASTM C 36 moisture e resistant board ASTM C 530. Galvanized steel provide USG TRIM ACCESSORIES: D. TR AND P Reinforced Dun -A -Bead coma beads, USG 200 -A trim, and USG 093 expansion Joints. E. APPLICATION TO WOOD FRAMING: I. LENGTHS: Use longest practical lengths. Small pieces permitted only as necessary to Fill the spaces. 2. DIRECTION: Long 5- SF5on acmes framing except vertical application may be used on walls provided boards reach to ceiling In one piece. 3. ORDER OF APPLICATION: Cellinge first. 4. BOARD CONTACT: Apply so edges touch Do not force fit. 5. END JOINTS. Must occur over supports. Maximum gap Is 1/4 Indi 5. STAGGERED JOINTS: Required for partitions and ceilings so end Joints do not align in any way. 1. NAILING: a. EDGE LOCATION: At least 3/8 Inch From board edges. b. EDGE SPACING: 8 Inches for wallet 1 Inches for selling. c. FIELD SPACING: 12 Inches on centers double nail 2 Inches from first nail. d. FIRE RATED BOARD: Refer to manufacture's literature. F. TRIM: Provide 515 where board abuts other material, where shown, and where needed to coven exposed ends of board_ Provide floated flange design, except where exposed type is shown. G. JON FINISHING: JOINT I Float out. nd sand to make joint invisible tea o when painted with untextured paint typically and tape and fill without sanding in concealed locations. H. WORKMAN51415 TOLERANCES: I. VISUAL: Any nicks, bumps, out of level, or out of plumb areas detectable by the naked eye must be corrected. 2. WALLS: Maximum deviation from vertical Is 3/8 Inch 3. BLIMPS IN BOARD: I/8 In 24 Inch maximum. 4. CORNERS: Maximum out of square 346 inch In 16 Inches. SECTION 09310 - CERAMIC TILE A. MINIMUM COMPLIANCE STANDARDS: Furnish ceramic tile conforming with the standard grade requirements of TCA 1311. Provide a Master Grade Certificate signed by the Contractor and manufacturer for each type of tile, certifying the grade, type and quantity of tile, as well as identification information for each contains of ceramic tile. Provide materials obtained from a single source for each type of the and color so as to minimize v551551one In appearance and qua lit y. . y B. MATERIALS: L WALL TILE shall be or standard grade and quality ceramic mosaic as manufactured by: Dal -Tile Corporation Dallas, TX 15211 (214) 395 -1411 Tile shall sonless to requirements of ANSI 131.1 and Shall be furnished in size and color shown on the finish schedule. Supply tile from other manufactures If shown on the finish schedule. 2. ORGANIC TILE ADHESIVE (FOR WALLS): Comply with ANSI A 1361 Provide primer- sealer as recommended by adhesive manufacture - 3. GROUT FOR rt re CLAW Tee: Refer to Fnish Schedule. 4. FLOOR TILE: Furnish tile which conforms to requiremmlts of ANSI 1311. Refs io the finish schedule for manufactures, types, and sizes. C. INSTALLATION: 1 Lay out tile work u5155 field the and trim shapes as shown. Extend the work Into recesses and under equipment in spaces shown or scheduled to receive tile. Accurately form intersections and returns. Carefully grind cut edges of tile abutting trim, finish, or built -In Items for straight, aligned joints. Flt the closely to electrical outlets, piping and fixtures so that prates, collars, or covers overlap tile. 2. Grout In accordance with manufactures recommendations and applicable ANSI standards. D. TILE DETAILS: I. EDGES: Typically eased edges where exposed. Use bullnose only where shown. 2. INTERNAL VERTICAL CORNERS AND CEILING WALL JOINT: Ware. 3. VE BA55: Match floor tile except where shown 555555155. 4. COLOR: As selected by Architect and approved by the Owner. E. EXPANSION JOINTS: Substitute sealant for grout where movement may be expected. Provide sealant at the following locations: I. Expansion joints and control Joints. 2. Against door frames and 5151155 Items. 3. Around wall penetrations. F. LAYOUT: I. CENTER PATTERNS: Arrange layout so no tile Is smaller than half size ocelot Men controlled by other areas. Avoid narrow slivers of tile. 2. JOINT PATTERN: Align Joints is both directions when square or rectangular the Is used. Lay parallel to floors and walls. 3. HEIGHTS: Extend tile to nearest height without cuttin5 tile, where the height Is dimensioned. G. CLEANING: I. Leave Finished tile installation clean and Free of cracked, chipped, broken, unbonded, or otherwise defective work SECTION 09510 - ACOUSTICAL CEILINGS A. EXPOSED GRID SYSTEM: Provide direct hung suspension system complying with ASTM C 635, intermediate duty main runners and minimum 10 )b /lineal Foot cross tees, with smooth matte white painted finish I. WALL MOLDINGS: 15/16 Inch angle molding as manufactured byy the suspension system manufacturer. 2. HANGWIRE. 12 gauge annealed. 3. COATING: Galvananized. 4. EXPOSED FINISH: Factory flat white enamel. 5. APPROVED MANUFACTURERS: Use only one manufacturer's products. a. Donn Corp., Westlake, 014 44145 (216) 811 -1000. 7 Ty;i1 Lnnlr� 12 3. • 5 5 5 ( 55 T TON DELETED C ACOUSTIC CETlLINC. 3OARD: ',neeI board, non- direct.ona'i fissured. media^' textured. I, 1 , - 55 , Rena to the Finis, 5,edu e 2. SIZE: 24 in, x 24 incis x 5/8 or 3/4 inch. 3. NOISE REDUCTION OFFIf N : 50 60 type 7 ��ti.5- 4 SOUND TRANSMISSION CLASS: Mi - 35 to 39 db. 5. FLAME RESISTANCE: Class A incombustible per S. 55- S -118A 5. FLAME SPREAD: r aid. (0 - 25) per ASTM E 54. D. APPROVED MANUFACTURER: Use only one manufacturers products. I. Armstrong World Industries, Inc, Atlanta, GA 30339 (404) 955 -1688. 2- The Celotex Corp, Tampa, FL 33501 (813) 811 -4554. 3. United States Gypsum Co., Chicago, IL 50505 -4385 (312) 321 -4000. E. Install suspension system e accordance with manufacture's relevant specifeatens and AS, C 535. F SPACING AND SUPPORT: Space hangers minimum 6 inches From end and 4 feet between ends. 2. Provide additional hangers For items to be supported by ceiling suspension system to prevent 500entric deflection or - atom of support. 3. Support main runners directly from hangers= do not bear on walls or partitions. 4. Space main runners to support acoustic panels and other Lock resting in or on the telling. 5. Interlock cross - runners with main runners. 6. Adjust suspension system every 20 Feet to plus or menus 1/4 inch from module in both directions_ G. ACOUS?I.0 CEILING BOARD: Install ceiling board and the In accordance with manufacture's specefecatlons. H, COMPLETION: I. Repair or replace damaged work 2. Clean premises of rehire, and Meer from Work specified in this Section SECTION 09555 - 5` RUBBER SHEET FLOORING A. WARRANTY: Warrant the Work specified 'Herein For one year against becoming unserviceable or causing an objectionable appearance resultingeom either defective or nonconforn.!ng matema s and workmanship. Defects shall include, but not be limited to the following: I. Releasing from substrate_ 2. Opening up at joints. 3. Failure to comply with NFPA Bu Resin No56. 5. APPROVED MANUFACTURERS: Specifications are based on first named manufacturer. Other approved manufacturers must meet or exceed these requirements. I. Flexco Division of Textile CO.Inc., Tuscumbia, AL 35514 (205)383 -1414. 2. Nora Flooring Dlvlsion of Rota Products Corp., Madison, IN 31250 (812) 273 -18 52. 3. Jason/Pirelli Industrial Inc-, Fairfield, NJ 01006 (201) 221 -4904. C. MATERIAL: I. Thickness: I/8 inch 2, Studs: I -1/4 inch diameter raised 925 merest 3. Size: i8 x IS inches, 4. Flame Spread: Class A 453 E 84_ 5. Color and Model: Light gray, RGT -154_ 6. , Same brand as Flooring material. D. INSTALLATION: I. Correct irregularities that may cause visible faults in finished flooring. 2. Conduct tests to ensure tolmeble levels of alkalinity and moisture. 3. Arrange seams In accordance with approved lay -out drawings. e 4 Install In accordance with manufacturer's printed instructions. 5. Clean, wash, wax, and polish as recommended by manufacturer. SECTION 0 5615 - RESILIENT BASE A. WARRANTY: Warrant the Work specified herein for one year against becotenq unserviceable or caus5g an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall include, but not be limited to the following: I. Warping, buckling, shrinking, or cracking. 2. Softening or discoloring. 3. Coming loose. B. APPROVED MANUFACiUR I. Roppe Rubber Corp., Fostoria, 01-1 44803 1800) 531 -9521. 2. Burke Flooring Products, San Jose, CA 95112 (408) 291 -3500, 3. Flexco Division of Textile Rubber Co., Tuscumbia, AL 35514 (205) 383 -1414. C. MATERIALS: I. Material: Ribber. 2. SIts: I/8 Inch thick x height shown on Drawings. 3. Color: As selected by Sonsuitant from Full manufacturer range. D. APPLICATION: I. Butt ends to 551511ne Fit, avoid stretching. 2. Place base with joints under compression and so toe continually touches flooring. SECTION 09900 - PAINTING A. WARRANTY: Warrant the Work specified herein for one year against becoming unserviceable or causing an objectionable appearance resulting from either defective or nonconforming materials and workmanship. Defects shall Include, but not be limited to the following: L Noticeable discoloration, streaking, blooming, darkening, or Fading. 2. Mildewing. 3. Peeling, cracking, blistering, allig5(0515g, or releasing from the substrate, 4. Chalking or dusting excessively. 5- Changes5 sheen In Irregular fashion. 6. Softening or becoming tacky. B. SUBMITS: ubmit full rangq of solors, pa ters, txture and finishes TAL ava for sels ouon Including the folloewin s 1. COLOR CHIPS: Provide complete set or color chips For color ee)ectlon. 2. SMALL APPLIED SAMPLES: Provide pieces of actual material on which paint will occur, with minimum dry mil thickness of specified paint. 3. SHEEN SAMPLES: Provide full range of varying sheens when sheens are controllable by Intermixing. 4 MATERIAL LISTS. Give name name, number, and generic description of each proposed product and Its use. Provide product data sheets If so 14 15 COORS. Refer to Fir.., Schedes D. eRE AR4i0Re i,iORK: PRO WORK. Aoaiioe procedures prosedures ono pekes to p O -_et other Lork es- derieurement e 5 - ca ma dage. Repair or replace aer d_8.aa d as a resint of the Work of this Section. 2. STEEL AND IRON: Remove grease, ell, ano oust. ass touch -up chipped and abraded states On '.tens that rave been shop primed, using sae pe or prefer er a and anal a l k a l i :0 suitable ievele. 4 SUBSTRATES G E N E R A L : Provide no a. meor patcr'..ng or surfaces provided i ded under other sect or5 or th Lee. Excessive patching or treatment Is not included In this Section or the Work E. MANUFACT'URER'S INSTReC ONS: Follow the manufacturer e preprinted instructines as a minimum. requirement for the .:se did InstailatiOrl Of hie products. I. APPEARANCE: Provide uni8oris c0108 texture, and seem. 2. NEATNESS: Do not smear, spatter, os exr coatings over adjoining colors or mater als Cut -I5 lees shali be strai,e, F. PAINT THICKNESS. Provide the renewing minimum dry r"m thickness per coat: INTERIOR: 1 mil. 2. EXTERIOR: a. ENAMELS ON METAL: 1 5,1. b. ACRYLIC URETHANE COATING: per manufacturer s recommen885 tic'. c. LATEX FAINTS: 1 mil el. METAL PRIMERS: 15 mils. e. UNDER COATS: 15 mils. F. OIL PAINTS: 15 mils. g . TRAFFIC LINES: 25 mist 5 THICKNESS TEST: Use visual observation gauge teat measures "V" shape scratch. G. COMPATIBILITY OF PAINT TYPES: Verify the compatibility or each type of finish coat with shop primers and between field coats. Leen necessary, switch paint types or use a block coat to avoid Interference between paint types. i_ TYPICAL EXTERIOR SYSTEMS I. GALVANIZED METAL: coat Zinc dust, cement primer, or epoxy ester 2 coats Semi -glees exterior enamel. 2. STEEL OR IRON. ( Regular prima by fabricator) I coat Touch -up of prima. 1 coat (Intermediate) Iron oxide prem. 2 coats (Finish) Serneeloss exterior enamel. 3. ALUMINUM TRIM: prep / prime per nee'r. 1 coat recommended prima 2 coats 50510 urethane coating- Acrylithane by Jones Blair Paint Co. or equal. 4. PAVEMENT: (Traffic lines) 1 coat Zone marking paint_ I. TYPICAL INTERIOR SYSTEMS: I. PAINTED WOOD: coat Oil base enamel undercoat 2 coats Satin enamel. 2. GYPSUM DRY WALL: I coat Sealer and primer. 2 coats Flat latex or oil base enamel. 3. STEEL: (Primed by fabricator) I coat Touch -up of primer. 2 coats Sem1 -Oioss enamel. SEC TION 10535- ILLUMINATED FASCIA SIGNAGE SYSTEM A. PRODUCT DATA Submit scredules, charts, literature, and illustrations to indicate the performance, fabrication procedures, product variations, and accessories. B. APPROVED MANUFACTURERS: I. "Panaflex" flexible signage fabric as manuraotured In "Texaco Red" color, as approved by Owner. SECTION 10810 - TOILET ROOM ACCESSORIES A. PRODUCT DATA Submit schedules, charts, literature, and Illustrations to Indicate the performance, Fabrication procedures, product variations, and accessories. B. MINIMUM COMPLIANCE STANDARDS: The following Documents govern the Work except where more restrictive items are specified: I ANSI Alll.l. C. APPROVED MANUFACTURERS: I. Bobrick Dispensers, Inc. 2. Charles Parker Co. 3. 5radley Washfountaln Co. 4. Watrous, Inc. D. MOUNTING LOCATIONS: Refer to the Drawings, Oren not crown, submit manufacturer's recommendations for 1005(.08 and mounting height before proceeding. E. INSTALLATION: Securely faster each Item to prevent dislocation or vandalism. Attach each Item plumb and level In the locations indicated. L\ 't°* DESIIMONE'S SNELL STATION 15 &O PACIFIC .41G 4WA''' SOi - '54r TUKWILLA, WASNINTON Retail, Petroleum Si Marketing Architectural DOORS Servhas RPM REVIEW Preliminary Phase SEPA Planning Phase Building Permit Permit Revisions General Bid CONSTRUCTION Do not use drawing cor>Bt...ariert Lee i 'limed 16 E E A54 CHCATIONS INITIAL DATE i1 RPM Design Group L. L. C 600 S Dakota St. - Suite 210 P. O. Box 80443 Seattle, Washington 98108 Phone. 206 442 - 9542 Fax. 206 -442 -9700 65501) rpmdgeaolcom DATE g Dote: 2505009' 57" . By: Ci Appr: RPM# 9707 Sh.ec{ SF 2 . . ........... .. 18 01 E A a v 5 ON - 5 - MEC- i4NICG/ . Work laclude, A. °•ov materials, equipment, labor and services necessary For the installation and placing Into operat or. a complete plumbing and piping system as eoeclFled and shown on the drawings. - he work In general ,hail consist of, but is not heed :o, the following: Genera Reeuiremente: A. Equipment furnished shall fit the space available, with connection, etc„ in the required locations and with adequate apace for operating and servicing. The drawings are esneraely diagrammatic and Indicate the manner and method of the Installation while the specifications and fixture list denote the type and Quality of material and workmanship to be used. 3. Piping: A. Sanitary Piping: Complete sanitary plumbing system for the building with connections from the plumbing Fixtures and equipment Indicated on the drawings to the public sanitary sewer including tap, If necessary or to private disposal system. metal:aeon of water piping and equipment connections including water service Tines and meter if required. = urnish and install plumbing fixtures as shown/required. a. Water Closet - American Standard 94681018 b. Lavatory - American Standard 03551056 c. 3 Compartment Sink - Metal Masters "Convenient Store Mini Sir- 3 comp. 2 drain boards d. Hand Sink - Metal Masters HSA -10 -F0 e. Mop Sink - Mustee Model 64 F. Floor Sink - Smith 3001 -NB13 ec x enclader.,. Noted on drawings. Cast -iron no -hub pipe or Code approved plastic shall be used for soli and vent pipe In or under concrete and For vent pipe 3" and larger. Grade carefully, support firmly and uniformly, adjust adjacent lengths of pipe with reference to each other. Open ends of pipe shall be temporarily closed with wood blocks at end of each working day. Grades /shall be not less than I /8" per foot unless noted. Standard weight wrought steel pipe to conform with ASA. specifications 5-36. Article 10 -1939 shall be used for vents with inside diameter of 2 -12" and leas B. Water Piping: Copper pipe shall be used for all water supply piping except service from meter to building. Type "L" hard drawn copper shall be used for pipe not set under concrete. Type "K" soft copper shall be used for piping under concrete. Flttlnes shall be wrought copper throughout Dielectric couplings shall be Installed at any material change in system. Cut pipe accurately to measurements established at the building and work into place without springing or forcing. Pipe and fittings shall be Free From burrs, and fins, and pipe ends reamed and cleaned. Joints shall be soldered with streamline 95/5 solder. 4. Pipe Hangers and Supports: A. Horizontal suspending piping shall be supported by Crawford Pg. L.2 or equal adjustable steel ring hangers with solid rod supported and turnbuckles capable of crew adjustments a Fter installation. Hanger spacing for cast Iron pipe shall not be greater than 5 fee, for other pipe, not greater than 10 feet. Hangers shall be provided at offsets and changes in direction. Hanger rods shall be 3/8" for pipe under 3 ", 12" for pipe above 3 ". B. Pierre shall be Installed with adequate provision for expansion and contraction using swing joints, pipe clamps, anchors and expansion joints. Fittings shall be so spaced that they will not interfere with sliding or pipe on supports. 5. Cleanouts: A. Cleanouts, same size as pipe, shall be Installed In soil and waste lines at every change of direction and at every 50 feet of run whether shown on drawings or not- and shall be accessible in cases. When occurring In finished wall or floor, set flush with surrounding surface_ 6. vents: A. Vents shall extend not less than 0 Inches through the roof. They shall be gathered together where possible n one vent as shown. Flashing: A. °perinea in the roof for vent pipes shall be flashed and soldered water- tight. Flashing for pipe shall not be lighter than 4 lb. per sq- ft- sheet lead and shall be made of two pieces. The lower piece shall be at least 14' square. The top piece shall fit tightly and shall extend to the top of the pipe and turn down inside the pipe at least I ". 8. Pipe Accessories: A. Gate Valves. 2-1/2 inches and smaller, Gene No. 431UB or equal, screwed 2 5 PSI, 3 inches anei larger, Crane No. 351 -1/4 or equal`flaneed, 125 PSI. In copper lines use elibcc 5235 or equal. B. Globe Valves_ 2-1/2 Inches and smaller, Crane No. 1 or equal, screwed, 125 PSI, 3 Inches and larger, Crane No. 351 -1/4 or equal, Flanged, 125 PSI. In copper lines use Nibco 5235 or equal. 2 3 4 C_ Valve Boxes and Valves. Valve box sh. V __: w lth cast Iron cover secured to box with brass cap screws_ valve snail be Iron body, bronze or brass trim, wedge type, 125 pound W.P. and she=ll meet Ale,,A Specifications. D. Check Va'. ves_ In copper lines use Nibco No 5433 or equal, E. Dielectric Flttlnes. Nonferrous, Beare Sales Co., Cleveland, Ohio, or equal, at ail connections between copper pipe and ferrous pipe and equipment_ F. 9. Fixtures: A_ Fixtures shall Include brackets, cleats and anchors required for support. B. All plumbing fixtures shall be "first quality" as defined and set Forth In commercial standard CS -36 as promulgated by the U.5. Department of Commerce. Al enameled Iron fixtures are to have acid resisting white enamel. C. Flxtures and fittings shall be from one manufacturer and of similar 61rar_te' In any room or location. Escutcheons, handles, etc., on different fixtures shall be of the same design. All Fixtures and fittings shall be submitted For approval with cuts and full description- All exposed metal not otherwise specified shall be polished chromium on brass or bronzes. All supply valves shall have renewable seats and discs_ All hot and cold water supplies to fixtures shall be provided with stops. Provide cast brass P -traps with cieanout for each lavatory and sink except as specifically noted. D. After plumbing fixtures are set the crack between the fixture and the wall shall be caulked carefully with Tubtite as manufactured by American Flurealte Company or approved equal. E. Connections to Equipment: I. Contractor shall make plumbing and piping connections to equipment specified to be furnished by Owner or under other sections of these specifications except final connections to air conditioning and heating equipment. Sufficient approved air chambers shall be Installed to prevent water hammer. After completion of work exposed fixtures, equipment and pipe shall be thoroughly cleaned. 10. Pipe Insulation: A. Domestic hot water pipe and drain piping from water coolers shall be insulated with 12" thickness Foamed plastic Insulation equal to Armstrong, Johns- Manville or Gustin- Bacon. Insulation shall be applied in accordance with manufacturer's recommendations. Miter cut insulation to fit pipe fittings_ Seal 31 joints in the insulation with approved cement. 5. Where shown on the Drawings or required by governmental age -Ides having jurisdiction, at lavatories for handicapped persons provide Johns - Manville "Aerotube" insulation, with paint coating, on not water supply, tailpiece, and trap. Sleeves: A. Pipe sleeves shall be Schedule 40 steel pipe galvanized after cutting to length or 14 gauge Fabricated steel sleeves galvanized after fabrication. Install wherever pipe passes through Floors or walls above or below grade. Size sleeves to allow minimum clearance between, pipe and sleeve or between Insulation and sleeve. Use oakum caulking between pipe and sleeve, sealed with a hot poured plastic waterproof compound. Anchor sleeves in walls and floors. Floor sleeves to extend 1/4" above floor. 12. Wa ter Heater: A. Provide a 150 pal working temperature factory Insulated and jacketed glass lined storage type electric water heater of the size and characteristics described. Heater shall be Insulated with 1 -12" thick foam Insulation as required to meet Energy Code and be enclosed 3 baked enamel steel enclosure. B. Unit shall Include factory furnished ASME temperature - pressure relief valve, operating thermostat high Ilmlt control, and magnesium rods for cathodic protection. 13. Access Panels: Provide trap primers for nearest sink or lavatory to hub drains or floor drains equal to 2. R Smith "Primeze ". A. Furnish access panels where indicated on drawings and where required to permit access to concea equipment for operation, maintenance and repair. Access panels shall be sized for service, however, not less than 10" x 10 ", complete with frame, anchor straps, hinged door with screwdriver or key -lock and Finished coating of paint, unless otherwise noted on drawings. These panels shall be turned over to the General Contractor as construction progresses, with instructions as to their proper locations. 5. Access panels shall be Zurn 'Z -1316, or '2 -1311, or J. R. Smith "4160, or •4165. 14. Excavating: A. Perform necessary excavating and backFilline for inside and outside plumbing lines and accessories. Excavating shall be true to line and pitch. Backflll shall be placed 3 layers not over 5." 3 depth, each layer properly moistened, solidly Iron tamped, or otherwise compacted to a density of not less than that or adjacent undisturbed earth Puddling with water to achieve compaction will not be permitted_ See Section 02230. 15. Tests and Inspections: A The completed systems shall be tested In accordance with regulating authority o under direction of Owner or his representative. 5 6 1) DIVISION 15500 - AIR CONDITIONING Work included: 8 A. Provide materials, equipment, labor and services For the installation and placing Imo operation of a complete heating and cooling system as specified or Indicated. 5. The work 3 general shall consist of, but Is not limited to the following: Equipment as specified together with necessary ducts, grilles, registers, controls, piping, low voltage fans, control ureMe, hangers, stands equipment supports, flashing at equipment, duct and pipe Insulation, unless, otherwise noted. 2_ Related Work °peelings roe ducts, grilles, registers electric service to the equipment (except control wiring) and £iniehed painting. 2. General Requirements: A. Equipment furnished shall fit the space available, with connection, etc., 3 the required location and the adequate apace For operating and servicing. The drawings are generally diagrammatic and Indicate the manner and method of the installation while the specifications and equipment list denote the type and quality of material and workmanship to be used. 3. Equipment and Material: A. in no case shall smaller equipment be Installed than that specified or Indicated. 4. Ducts: A. Ducts shall be fabricated by skilled mechanics and installed Ina workmanlike manner. B. Transitions, Fittings and elbows shall be constructed to offer a rierimum of noise and resistance. Wrhere space permlte, elbows shall have a radius of 1 -12 times the width (or depth) and transitions shall be gradual with changes not exceeding 1" In 4'. When structural conditions necessitate, fittings and elbows shall be made sharply as required but with vanes as recommended by ASHRAF Guide. Right angle branch take -off, to grilles and registers from the ma3 shall be made with the use of extractors. C. Ducts shall be securely supported with strap iron or angles. Generally ducts shall be supported from overhead members. D. Sheet Metal Duct Work Sheet metal work shall be 3 accordance with detail, shown in latest edition of "Low Velocity Duct Construction Standards" referred to as 'Manual ", and published by Sheet Metal and Air Conditioning Contractors' National Association, Washington, D.C_, unless otherwise indicated_ 2. Manual shows methods of Fabrication, dampers, louvers, air Intakes, etc. Use the Manual unless manufactured products are ,pacified. 3. Use low carbon galvanized steel of lock forming quality, with minimum galvanizing of 125 ounces per square foot with name of manufacturer and trade name stamped on each meet. 4. Flexible connections. For all duct connections to each fan provide Veitglas (Yentrabrlcs, Ince, or equal, neoprene coated glass fabric, flexible connections, minimum 4 Inches wide with at least I inch slack 5. Hangers and supports. Use band Iron hangers For ducts 36" or smaller in width, bend each hanger over on bottom of duct as In Plate N. 18, and fasten with metal screw. Use trapeze hangers, For ducts greater than 36" In width. E. Fiberglass Duct Work I. Fiberglass duct work shall be In accordance wIth details shown In latest edition of "Fibrous Glass Duct Construction Standards" referred to as "Manual ', and published by Sheet MOal and Air Conditioning Contactors' National Association, Washington, D.G., unless otherwise Indicated. 2. Manual shows methods of fabrication, dampers, louvers, ale Intakes, etc. Use the Manual unless manufactured products are specified. 3. Use frbroue glass I" thick standard duty duct board. 4. Hangers and supports are to be according to Plate No 20 of Manual. F. Roof Curb, at HVAC units. 5. Insulation: A. Supply ducts outside of the conditioned spaces shall be Insulated with 2" of '15 Ultralite or equal with the insulation securely wired on with overlapping joints tee that there are no voids. Raw edges or insulation shall be sealed. B. The inside of the supply and return ducts from the air conditioner shall be lined from the air handling equipment to a distance of 10' from the unit, or as indicated on the drawings, with Ultralite '300 - 12" thick or approved duct liner acoustical board. This material sha!l be fitted carefully on the Inside of the duct and shall be fastened on with cement supplemented by screws and washers on top and sides of duct or use fiberglass ducts. Equipment to be properly vibration Isolated so as to minimize equipment operating noise transmission. C. All Insulation work shall be performed by a recognized Insulation contractor specializing In commercial and Industrial protects, Installed In accordance with manufacturers recommendations. D. Insulation, vapor barrier, adhesive, sealer and covering installed as lining or covering shall possess a flame spread classification not exceeding 25 without evidence of continued progressive combustion and a smoke developed rating not exceeding 50. Flame spread and smoke developed test procedures shall comply with A5TM E341" and shall be U.L. listed accordingly. 9 10 6. Veneetion, A. Provide supply and exhaust fans o the ze aro type Indicated. All Fans and ducts shay, opera without objectionable vibration 0 noise. - _ r -rotor ore _ assembly shall be isolated from the svucure with approved type or Isolation absorbers B. Power roof exhauster, shall have a steel Frame ono aluminum or fiberglass housing. Fans shad be direct drive or veer belt driven using cast iron sheaves "re motor sheave shall be variable peen For plus or eau, 10 percent variation 3om rated speed. The eat,re rotating assembly and motor or each Far sha • oe iso'ated to prevent the transmission of vibrator :... the structure. The hood covering the Fan motor 0 dr shall be hinged and provided with an approved ockre device to fasten heed ir cicaed and open oceechs Biro screen of 1/2" aluminum hardware cloth shall be provided for all ran outlets. Self - acting dampers are required. Provide nonFusible disconnect switch at each ran 7. Registers, Diffusers, and Grlllee, A. Registers, diffusers and grilles shall ere fureseed aro Installed In sizes and at locations shown on the drawings. Accessories such as dampers, air volume extractors shall be provided ae noted on the drawings. Registers shall be equipped with a gasket behind the face flange which shall make an air tight seal between the outlet and the wall. Outlets shall have sufficient evenly spaced mounting screws to permit drawing the race flange tightly against the mounting surface, and compressing the gasket material into an air -tight sea! without bending or bowing the face flange of the cutlet. All outlets shall be Installed plumb, level and parallel to the building walls or floors. B. Electric Wiring: A. Mechanical equipment having electric m rs sha'' be furnished with necessary cc. erol devices for the protection of each motor and for automatic and /or manual control. B. Electric wiring Is included under the electrical section of the specifications except low voltage control wiring. The Contractor shall furnish temperature control, magnetic starter, and other control switches and devices to the electrical Metalle. Room thermostat and control switches shall be Furnished as shown or directed, and controls, relays, starters and wiring shall conform to the g overnin g electrical codes. 9. Excavation, Cutting and Fitting: A. Perform the excavation, cutting, fitting, repaming, and finishing of the work necessary for the insta .at1or of the equipment specified herein in accordance with 02220. No cutting of the work of other trades or of any structural member shall be done without the consent of the designing Engineer. 10. Final Tests: A. Before acceptance and final payment, demonstrate that al , apparatus is functioning properly and efficiently. Balance air quantities for even temperature throughout, adjust controls, and In general place the system into operation. Start -ups for the first heating and the First cooling season shall be performed as part or the contract. II. Guarantee, A. The Contractor shall guarantee all material and equipment to be free from defect of material and workmanship and shall replace or repair without cost to the Owner all defective material and workmanship For a period or one year. 12. Instructions: A- Contractor 5.11 Instruct the Owner in the proper operation and maintenance of the equipment. SECTION 16000 - ELECTRICAL SYSTEM I. Work Included: A. Provide materal,, equipment, labor and services necessary For the installation and placing Into operation of a complete electrical system as ,pacified or indicated. B. The work in general shall consist of, but is not limited to, the following: I. Furnishing and installing fixtures with lamps, unless noted otherwise. 2. Furnishing and Installing electrical work, panels, service conduit, wiring, etc., For outlets and equipment. 3. Furnishing and InatailIne telephone outlets, conduits, wire and terminal boards including conduit and wire from telephone terminal board to the building entrance as indicated. 4. Temporary Construction Power: Furnish and install temporary construction power wiring as required to provide sufficient power and lighting for construction needs. Obtain temporary electrical service in the name of the Owner. Provide temporary lighting as required by Occupational Safety and Health Act for Adequate illumination for construction and safety purposes In accordance with Section 01500. 2. General Requirements: A. Equipment furnished shall fit the space available, with connection, etc., In the required locations and with adequate space for operating and servicing. The drawings are generally diagrammatic and Indicate the manner and method of the Installation while the specifications and fixture list denote the type and quality of materials and workmanship to be used. 3. Equipment and Material: A. Materials furnished under this contract shall be new free from defects of any character, and shall conform with the standards of the Underwriters Laboratories, Inc., In every case where such a standard has been established, and shall be so labeled. B. Where two or more similar type Items are furnished, all shall be of the same manufacturer, og., disconnect switches shall be of the dame manufacturer unless otherwise noted. C. Material and Installation methods. eyed shall be in accord with the latest and approved electrical and mechanical engineering practices. 12 13 14 15 Wire, Sera - ce E trance Eca peen: A Seeece ere., eeaee•-eat sea De r deco -Dance the regeremerts or the'"aecioa eovereae Body aro shoo d ateaes shat. be submit -eo tot _ servmo _y 'or aporova by same. 5. Panelboaros A. Each pane', shall be oroteded With door 'Coc< and two keys, keyed alike. Each panel she be orov'ded with typewrites sneer 11stalled or door, 100/2Fylne the use of the 'Deane„ cemet. Panels ahal be Flush .Darted except as otherwise Indicated. Pare. shal. have 10.89n0 as indicated on the 8r3wiO30 as manufactured oy So.,are 7 E, Cutler 001 6. Conduit. A. Electrical Metallic Tubing= May oe used Fo• 0,:re not run in or under concrete err earth or In Deputed wa'.is. B. Galvanized or Sherardi.zed Steel sha'.t be used for rme in or under concrete or 00th. Conduit in earth coated and wrapped with Ployken 900 taoe or code approved °v/ A. Sort drawn annealed cooper Having conouctiv't of no.. less than 90% of that of pure copper, uniform. Ir cross section, Free from flaws, scales and other hpereeceors. 5 Miscellaneous Materials: A. Safety Switches: Heavy duty and general duty as required and /or as noted on drawings. Use NEMA -I For interior u90 and NEMA -3 for exterior use. B. insulation: Type TBW for branch wl•'.ng or size "o and smaller and as specified For Feeders- Jse Mated wee Rom recessed F " eture outlet to junction box. 2. Sizes: No wire smaller than "12 shall be _eta l led For 1193 /1ne receptacles, or other cirpults. Wi larger than '10 shall be stranded. 3, Grounded Conductors: No smaller then 'B copper encased in rigid steel conduit. Fuses: Bussman Mfg. Conduit Straps: Heavy gauge steel snap -on type. Conduit: Equal to Rigid Carton 1hot dipped gai.vanlzed) and Electrical Metallic tubing, E. Electrical Metallic Tubing Plunge' Equal to T e B and /or 5x10501_ Connectors shall have insulated fittings. F. Rigid conduit lockouts and bushings: Equal to T f 5. G. Flexible conduit end Fittings: Equal to California Conduit and Cable Company, Inc. H _ Liquid tight conduit and rlttlnes For all exterior and equipment connections. I. Outlet boxes, plaster rings, etc.: Equal. to RAG °. J. Conduiete Equal to Crouse- Hinds, K Wire and Cable: Equal to general cable ano/o- simplex. L. Devices: Equal to Hubbell, switches ' receptac'1es 15262 -I). re Device plates: 'Stater", "Stan Klee/ ", and "Medalist Flip -Lid" for weatherproof locations. END OF SPECIFICATIONS MASG DATE DESIMONE'S S1 -4ELL STATION 10(0 PACIFIC N 73- -iUUAY SOUTI --4 TUKUUILLA, UJASNING- -YON DESIGN GROUP) Ratak Petroleum & Marketing Archttectural Design Senecas RPM REVIEW INITIAL Preliminary Phase SEPA Planning Phase Building Perm, 6 Permit General Bid CONSTRUCTION Dm t dr¢wing u �¢e �atr¢ati¢,. mesa i "H¢led 16 REVISIONS GENE 4L SFEC IF I C4T IONS DATE I1 RPM Design Group L. L. C. 600 S. Dakota St. - Suite 210 P. 0. Box 80443 Seattle, Washington 98108 Phone'. Fax snag: 206 - 442 -9542 206 - 442 -9700 rpmdg@aotcom 15 INITIAL DATE Date: 290E001 Dr. By: Gr'.5 Appr: P.PM# 9-101 Sheet iii I NOTES: - xs - CG AS -AL CONCRETE 1. ALL WORK TO CONFORM TO THE CURRENT STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONS TR U011 ON. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY OR AS DIRECTED BY CITY ENGINEER. 4 ASPHALT CONCRETE REPLACEMENT PATCH TO 150% OF EXISTING DEPTH 5/8" MINUS CONPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY CITY ENGINEER PAVEMENT PATCHING DETAIL RS -3 EXISTING ASPHALT CONCRETE OVER PREPARED GRADE I I 2 I I REMOVE EXISTING 4" PIPE AND I REPLACE WITH 25 LF 12" ADS Nt12, S =0.5% MIN. PATCH PVMT. PER TL THIS SHEET (TYP.) /. / INSERT "Y" AND CONNECT OIL /WATER SEPARATOR. INSTALL SHUT OFF VALVE ON OIL /WATER SEPARATOR LINE. INSTALL OIL /WATER SEPARATOR - UTILITY VAULT 660 -SA OR EQUAL. 3 OUTLET TO RIPRAP 35' IE =331.8 GRASS -LINED SWALE 5 =2.0% MIN. EXISTING SUMP TO BE REPLACED WITH TYPE I CB RIM =331.0 IE =329.0 A SW 22 - 23 - ADAMS HOME TRACTS FIRST ADDITION PARCEL *004100 -6 80, LOTS 29, 28 4 21 l NEW 4' SIDEWALK SOUTH 152nd STREET 8 8 N 88 °11'04" W 33180' S 10 5 21166, 94 LF. 4" TRENCH DRAIN - ACE 4 -1005 OR EQUAL. GRATING TO SUPPORT TRAFFIC LOADING. MATCH EXISTING PAVEMENT ELEVATION. SAWCUT, REMOVE AND REPLACE CONCRETE TO PROVIDE UNIFORM SLAB SLOPING WEST TOWARDS 4" 1 TRENCH DRAIN. CONNECT DOWNSPOUTS /} // C' /D,, - `i nch q'msn 100 LF. 8" TRENCH DRAIN - ACO FG200 OR EQUAL. GRATING TO SUPPORT TRAFFIC LOADING. MATCH EXISTING PAVEMENT ELEVATION. S 10 11 N 88'11'04" W HO' N 55'11 W 60' 12 12 8 8 ro S a 13 F` th_ Date 13 14 15 ow T - ..TE_ - o. _ aA = RE`A - NER BAFFLE GR - /S,DGE RE wF OIL /WATER SEPARATOR SIDE DETAIL The,— have been reviet:t,H hV the 1'.:. WC 34: e for cosfov ... Acceptance a _ z tvhich do net au' - jards or ordinances -, fc: -auacy of the design rep' r. Additions, deletions c. . ngs after this date _...nee and Wlli require a rest re. _ U t'HH:;;nys for subsequent :'_ " e is subject to field inspcc'LCR t4 ..CU.s utilities inspector SCALE: 1' = 20' -0" 14 GENERAL NOTES 60 16 15 m. MARK 3/16" GALVANIZED STEEL PLATE BAEFLES V WEIR 5/18/98 5/4/98 DATE Rp DESIGN GROUP Retai, Peaaelm & Merketng Archtectvel Design Se Hasa IS OIL /WATER SEPARATOR LID DETAIL PER CITY REVIEW COMMENTS DATED 5/16/98 OIL /WATER SEPARATOR END DETAIL BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS AND MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES LOCATED A THE FIELD. KRAMER ENGINEERING ASSUMES NO _!ABILITY FOR THE ACCURACY OF THOSE RECORDS. PRIOR TO EXCAVATING ANY AREAS THE CONTRACTOR SHALL CONTACT UTILITY SERVICES INC. FOR UTILITY LOCATES AT 1 -80C- 424 -5555. L EXISTING PAVING TO BE SAWCUT A MINIMUM OF ONE FOOT FROM THE EDGE AND THE NEW PAV!N'G SECTION TO MATCH THE GREATER OF THE EXISTING PAVEMENT SECTION OR 2" C_ASS "B" ASPHA OVER 4" CRUSHED SURFACING TOP COURSE 3. THE CONTRACTOR SHALL CONTACT VALVUE SEWER DISTRICT AT (206)242 -3236 FOR INSPECTION OF CONNECTION TO EXISTING SIDE SEWER. 4. PAVEMENT PATCHING IN RIGHT -OF -WAY SHALL CONFORM TO CITY OF TUKWILA STD. DRAWING RS -3. ADDED SHUT - OFF VALVE TO 0 W SEPARATOR LINE f R VISIONS -_- SITE UTILITY PLAN ME - an - ICStet — SPIELN 15060 PACIFIC HIGHWAY SOUTH TUKUJILA, WASHINGTON KRAMER ENGINEERING 6713 LAKEVIEW DRIVE KIRKLAND, WASHINGTON 98033 PHONE: (425) 739 -9924 FAX: (425) 889 -2569 EMAIL: kramerengrOcol.com RPM Design Croup L L C. 600 S. Dakota St P. O. Box 80443 Seattle, WBShiWton 98108 Pecoe Fax emelt 206 - 442 -9542 206 - 442 -9700 rpmdgSaol.com 5131 1 1 U59 KHK KHK INITIAL K 4-i P C LF. 6' T ADS -N -12 S =2% MIN. / REMOVE EXISTING 4" PIPE AND REPLACE WITH, ADS N -12, I S =1.0% MIN. 1v' / e 1 i / r a v INSERT "Y" A "17 C••NNECT e OIL /WATER ', ARA OR INSTALL OIL /WATER SEPARATOR — UTILITY VAULT 660 —SA OR EQUAL I I EX. CB e / / 4°5 OUTLET TO RIPRAP iE =331.8 5 NEW EXISTING SUMP TO BE \ - 7 REPLACED YATH YARD DRAIN 1�" x v • RIM-330.8 ; IE =329.1 6 " CURB KRAMER ENGINEERING 6713 LAKEVIEW DRIVE KIRKLAND, WASHINGTON 98033 PHONE: (425) 739 -9924 FAX: (425) 889 -2569 EMAIL: krcmerengr®aol.com 600SDakota St LLC P. 0. Bac 80443 Seattle, Washigto 98108 Phcnel Fax emak 206- 442 -9542 206- 442 -9700 do dggIaoicam I -- 1 Ot - 1. MARK DATE REVISION5 INITIAL SITE UTILITY PLAN ar ho 0aL 4 (410; — EMSP,NC T^:*NSPOUT NEW 4' SIDEWALK SOUTI -4 152nd STREET w"tit he naa.d 4 o' p4r h s "TS 4'14- a 11:' s dka, � e^°„` 4, CONNECT DOWNSPOUTS N 8811'04" W 35180 8 T 25 E 211.6 SAWCUT, REMOVE AND REPLACE CONCRETE PROVIDE UNIFORM SLAB SLOPING_7OWARDS ° 4" -- ENCH DRAIN. 9 94 LF. 4" TRENCH DRAIN — ACO 4-100S OR EQUAL. GRATING TO SUPPORT TR rFIC LO •ATCH EXISTING PAVEMENT ELEVA • wo 100 IF. 8° TRENCH DRAIN — ACO FG200 OR EQUAL. GRATING TO SUPPORT TRAFFIC LOADING. MATCH EXISTING P? VEMENT ELEVATION. )) ee f /e44t A'gnxnSI S , eliw , r� is , �,d7L. O B >roaw *N. ewe I OK , • us o-4 el rn"eveb i Pios , !I .1 10 11 tiL."11+� .Y aka' 12 13 SCALE: l'. EXPIR 8/14 GENERAL NOTES OIL /WATER SEPARATOR SIDE DETAIL 15 OJ;LEI IE =330.0 91. 7;ije4 "0.0 3/16" GALVANIZED STEEL PLATE BAFFLES & WEIR rr� ,, 7S ✓s ,V47.4.45, 460.4 OIL /WATER SEPARATOR LID DETAIL 8" DIA. HOLE T!P EA. END FOR INLET A OUTLET OIL /WATER SEPARATOR END DETAIL 1. BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORDS AND MAPS FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATU"TS LOCATED IN THE FIELD. KRAMER TINEERINC ASSUMES NO LIABILITY FOR THE ACCURACY OF TH. _ RECORDS. PRIOR TO EXCAVATING .Y AREAS THE CON TRACTOR SHALL i(NTACT UTILITY SERVICES INC. FOR UTILITY LOCATES AT : -60U- 424 -5555. U. EXIS PA'V'ING TO BE SAWCUT A :MINIMUM OF ONE FOOT FROM THE EDGE AND THE NEW PAVING SECTION TO MATCH THE GREATER OF THE EXISTING PAVEMENT SECTION OR 2" CLASS "B ASPHALT OVER 4 CRUSHED SURFACING TOP COURSE 3. THE CONTRACTOR SHALL CONTACT VALVUE SEWER DISTRICT AT (206)242 -3236 FOR INSPECTION OF CONNECTION TO EXISTING SIDE SEWER. Rp \DESIGN GROUP/ Remo PeBok:m 8 Marlethp Atditschrdl Design Septic. 16 L — 53 ( 17 RECEIVED APR 2 8 1998 TUK WILq PUBL !C A'%Ks is