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HomeMy WebLinkAboutPermit D97-0143 - CHEVRON GAS STATION - NEW CONVENIENCE STORECity of Tukwila �- Parcel No: Address: Suite No: Location: Category: Type: Zoning: Const Type: Gas /Elec.: Units: Setbacks: Water: Wetlands: Contractor Permit Center Authorized Signature: Signature:_ NRET DEVPERM V -N 001 North: 125 License No: EMERACC044DM. DEVELOPMENT PERMIT Fire .0 South: .0 East: Sewer: VAL VUE :• Slopes: N Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. 004000 -0910 01 14620 PACIFIC HY S Permit No: Status: Issued: Expires: Occupancy: UBC: Protection: .0 West: Streams: (206) 431 -3670 D97 -0143 ISSUED 10/16/1997 04/14/1998 STORE 1994 AUTO. FIRE ALARM .0 OCCUPANT CHEVRON GAS STATION -CONV. STORE 14620 PACIFIC HY S, TUKWILA, WA OWNER LAKHA INVESTMENT CO 19119 NORTHCREEK PY, BOTHELL WA 98011 CONTACT LORI HOOVER 18215 72 AV S, KENT WA 98032 CONTRACTOR EMERALD CITY CONSTRUCTION CO. 19119 N. CREEK PKWY. #101, BOTHELL, WA 98011 k****************************************************** * * * * * * *•k * **** * ** * * * * * *•k * * * * ** Permit Description: CONSTRUCTION OF 2480 S.F. CONVENIENCE STORE FOR CHEVRON GAS STATION WITH 2 DRIVEWAYS,LANDSCAPE IRRIGATION, STORM DRAINAGE SYSTEM & GREASE INTER- CEPTOR IN THE FOOD PREP AREA. k**************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 90,569.60 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: Y Cut: 237 Fill: 476 Landscape Irrigation: Y Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: Y No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: k****************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 1,589.15 k* k* k***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * k*********/ A * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Phone: 206 487 -0988 Phone: 206 251 -6222 Date: GVC 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: I0 — ,1It-' l Print Name:_ g.. This permit permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. THIS CERTIFICATE ISSUER! SUANT TO THE REOUIREMENT54 OF SECTION.109:.0F THE UNIFORM CODE:'cER"TIFYING, r'HAT AT2,4HE TIME OF ISSUANCE THIS STRUCTURE WAS IN ; COMPLIANCE WITH` TH,E ,VARI.°OUS ORDINANCES OF hTHE/ CITY" REGULATING BUILDING CONSTRUCTION OR USE•AND ?ALL ikPPLICABLE CITY FIRE CODEiS. FOR : THE FOLLOWING O o c it p Bui:l;ding 'A�th e w: • ar,GE °1 tiSi` > .. y .. Odcupa S�TORE Oc cup ?Oy M 8 JILDING' CERTIF ICATE `:OF OCCUPANCY CITY OF, TUI,WILA 6300 SOUTHCENTER :BOULEVARD; SUITE 100 TUKWILA WA_HINGTON 98133 CHEVRON GAS STATION CON 14620 PACIFIC IY S r • w s. 0114000 4910 r ' LArHA INVESTMENT GO FICLAL CO STRUC,TION OF 2480 S.F. CONVENIENCE - STORE"• FOR.: STATION WITH 2 DRI•VEWAYS ,LANDSCAPE IR GATIGN 4 STORM DRAINAGE SYSTEM GREASE . C _ R; IN THE FOOD'PREP AREA. CONSPICUOUSL STORE Cr►,7- 0143 Suite 'No y` Occupant Load: Type of cont p T _ , i:; itrsti ;i�.ts�:�!:u';:•�:=:;I qCV: ^. x:;:•au�; THIS CERTIFICATE "MU" .446,4 001.wo 44i-TED ON THE PREMISES • reK CITY OF TUKWILA Address: : -• 14620 PACIFIC HY S Permit No D97-0143 Suite Tenant: Tvkie; DEVPERM . Parce:l : # 004000 -0910 * ** k k•k * ** * *•k * ** k•k * *•k•k' *•k k k•k k* k•k*•k ** k k* *•k ;k * * ** *•k•k* k* *•k* k ** k'k** k;k k*•k k•kk ** W Permi 1 lVo changes will 11 be made :to the plans unless approved by the Rrchltect or Engineer; and the Tukwiia Building Division. ? 1111016 9 . permits shall , :.be obtained =throttgh the Seattle -King County, Department ; of Fu .bi i'c , Neal th. Plumbing ;w,i l l be `:inspected by that °a,geicy,, i;ncTuding gas kipl.rj'g,. r2ucn7) Status: IS S U E D Applied: 04/24/1997 Issued: 10/16/1997 Electrical rpl t., . be' obtained through „the Washington State :Div i,. 9liv t L ah,or� and : rndus tr',i es and all e;�l ectr.i ca l work wi 1 1 '.be' i,nspecte'd by; that agency (242- 6630) . 4. Al 1 .mechan;i "ca;l.,, work' shall be _,`:und,er separate perrm:i t . i'ssued°,:hy the City .o f Al) , perrni ts, i ns,pect i on r ec'ords, and approved plans she 1 1 he `aarai 1a;ble at the : :job site`pr�i.or to the start of any can. str uutlon , ` Thes.e documents ate ::.:to be maintained and avai. able unti "i finarl inspection approval is granted. 6 When ; spec•:i : al ` inspe.ction. is required either the owner, • • arch:4tect or engineer-.sh'all 'no'tifv.;.the !Tukwila Bui lcjin ;. D i i ion of : ap;poi•r tment of tiheir�'s'pecti'un` agencies prior the f;ir st bul id ng i,n.speutrc:n. `Copies of., al l special inspe'ctior►report . - be t,o. -the Builtiing .Div.is{ion,' 1a. =:tiie.l.y. manne Rep 'shall contain ,address, project rrame, 'perrni;r nurber "and\.ty'pe.of. inspection being per}rme,u The s ec+1,a"1 ` inspector shall submit e final signed repor t 5tat° ;trig whe;t�lier iPthe work requiring'' sp i,nspect,:ion to .thebes,t -of the inspector's knuw,Tedge, in , conforma'n p�;p: with *roved plans and specif ioatibris a nd, the appl icable workmans provisions of the UBC. 2. Any new : °ce,i 1 ing :grid and 1 ight ` fixture `'i ista..11at icon is required;tc). meet,;l;ateral bracing requirements for S.eisric• Zone 9. Partition Walls attached to ceiling grid must be laterally braced if .over eight (L) feet :-in length. 10. Readily acces_ i b 1 e. access to root : m0iunted equ i pruerrt i s required. 11. Engineered truss drawings. and.cal,cu,.lations shall be on site and available to the building: i.nspec:tor; t'or inspection purposes. Documents shall bear the seal and signature of a Washington State Profess ,orial Engineer. 12. Any exposed insulations backing material shall have a Flame Spread Rating of 2 5 or less, and material shall bear identi- fication showing the fire performance rating thereof. 13. Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 14. A statement from the roofing .contractor verifying fire retardant class of, roof will be required prior to final inspection (see attached procedure). 15. All construction to be done in conformance with approved plans and requirements of the Uniform B u i l d i n g Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition) and Washington State Energv Code (1994 Edition). All food preparati L establishments must have.S tale -King County Department 'Public Health sign -off pr to opening or� doing any food cessing.' Arrangements 'for inal Health. Department . inspection should be made. by calling Seattle-King County.. Department of Public Health, 296 -4787, at least three working days prior; to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set . of plans approved by that agency on the job site. 17. Notify. the. City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to requirements for special. inspection. There shall be no occupancy of the building(s) until the. final inspection has been completed, by the Tukwila Building Inspector,, . A CERTIFICATE OF. OC.CUPANCY WILL BE REQUIRED FOR THIS PERMIT. A separate permit is required for retaining walls greater than 4-feet hi gh; OR - suppo�rti ng a. su Temporary erosion-control` .imeasures'shal 1 i'e implemented: as the first r d �st oerlof b + siness to prevent sedimentation off - Site or in0. drainage foci f'itie.s. The site ,sh�l l have :permanent' erosion `control measures .. place ass °;soon as poss ib l e after final grading has 'been coup l et'ed and Prior to the. Final Anspection 23 . Driveways shall comply with' City commercial standard : . Driveway width shall be ;e 25:': minimum and 35' maximum :' Slope fihal l <be a. maximum of i5% 'Turning radii shall be a, miniintrn of . 10' WorWa'ffecttg traffic fl ows :shall be..closely coordinated:- r. wi;thrthe City :Utilities Inspector. ',Traffic Control ,Plans. shalt be submitted-to. the Inspector for,.prior approval. ,Hau l}ing over 50. cy :shall requ i re` app l`i`cat ' - for Pernl�i t pr i�or to .any associated activity. It be .verifie.d,- in "i wrViting to't.he• Utilities Inspector that landscape irrigation System .contains a State Depa "rrtment Of + Hea ! tl'c:approved double check's Valve : assembly. This.shatl`obe done " prior to the Final: Tnspeution. APPLICANT .,SHALL«.SUBMIT SHEET C i0, PUBLIC. WORKS FOR FOR APPROVAL :OF WATER MAIN EXTENSION: PRIOR; ;TO, FINAL SIGN OFF APPLICANT SHALL ` A< "RECORDED COPY OF" ;STORM DRAI;N_ A GE EASEMENT,' . PRIOR TOFINAL'.SIGN OFF APPLICANT SHALL , SUBMIT A PROPORTIO -'. NATE STREET FRONTAL /STREET LIGHTING IMPROVEMENT AGREEMENT. TO PUBLIC WORKS'FOR PROCESSING. , , . 30. CONTRACTOR SHALL FOLLOW ALL CONDITIONS AND RECOMMENDATIONS OF THE 'SOIL'S'- ''.REPORT Project Name/Tenant: Chevron Food -Mart - Main Structure Value of Construction: $90,569.60 Site Address: / ty 4, aO City State /Zip: -44490- Pacific Highway South Tukwila Tax Parcel Number: 004000 -0910- 01/0901 -02 Property Owner: Lakha Investments, LLC Phone: (206)487 -0988 Street Address: City State /Zip: 19119 Northcreek Parkway, Bothell, WA 98011 Fax #: Contact Person: Lori Hoover, Agent - Barghausen Consulting Phone: (206) 251 -6222 Street Address: Eng., Inc. City State/Zip: 18215 72nd. Ave. S. Fax #: (206) 251 -8782 Contractor: N/A Phone: Street Address: City State/Zip: Fax #: Architect: Barghausen Consulting Engineers Phone: (206) 251 -6222 Street Address: City State /Zip: 18215 72nd Ave. S. Kent, WA 98032 Fax #: (206) 251 -8782 EnOneer. Barghausen Consulting Engineers Phone: (206) 251 - 6222 Street Address: City State /Zip: 18215 72nd Ave. S. Kent, WA 98032 Fax #: (206) 251 - 8782 Description of work to be done: To Construct a new Chevron Food Mart. Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family • ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchooVCollege/University ® Other Vacant Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ SchooUCollege /University fa Other Fnnd Mart & (:as Sales Will there be a change of use? ❑ yes ® no If yes, extent of change: Existing fire protection features: ❑ sprinklers automatic fire alarm . ❑ none ❑ other (specify) Building Square Feet: 0 ex 2 '' 2 0e g� new I Area of Construction: 2,200 Will there be storage of flammable /combustible hazardous material in the building? Attach list of materials and stora • e location on se • arate 8 1/2 X 11 • a • er indicatin ❑ yes i❑ no • • uantities & Material Safet Data Sheets CITY OF 'KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 Our Job No. 5781 New Commercial / Addition / Multi - Family Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mall or facsimile. Date application accepted: NCPERMIT.DOC 7/9/96 APPLICANT..REQUEST'FOR PUBLIC,WORKS: SITE/CIVIL PLAN REVIEW' OFTHE.FOLLOWING: (Addltlonsl reviews.may be deterriilned by the Public`Works Department) . . (-4 '&4- 9 Date application expires: I 0 - -1 - T) ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk 53 Fire Loop /Hydrant (main to vault) #: ❑ Flood Control Zone ❑ Hauling in Land Altering 0 Cut cubic yds. 0 Fill 500 cubic yds. ❑ Moving an Oversized Load: Start Time: End Time: ❑ Sewer Main Extension 0 Private 0 Public Water Main Extension 0 Private 0 Public 1 Sizes) :5%" a Sanitary Side Sewer #. 1 ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: Size(s): 0 Deduct 0 Water Only O Water Meter /Permanent # 2 Size(s): 1 i" and 1" irrigation ❑ 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. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Appllcati n taken phials) BUILDING OWNER OR H ZED AGENT: Signature: / [ � f! 4 (( J ' \ 2'ir /l,a.(.1 �( . � /� Date: /_/ i t - 1 � ! f - -'� Print name. �J -) Phon j Fax` #: , . i. �::' f r, Address: + ' '' I / t , (.., City /State /Zip: I!1 -I �, r / i ,', I `/ t'^�' -} ):, 1 ALL NEW COMMERCIAUADDITION /f TI- FAMILY PERMIT APPLICATIONS M t'' BE SUBMITTED WITH THE FOLLOWING: N/A > ALL DRAWINGS TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, STRUCTURAL 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 SUBMITTED ❑ Complete Legal Description ❑ Certificate of water /fire flow availability (Form H -11a). Contact the Public Works Department (206) 433- 0179 for servicing district. ❑ ❑ Certificate of sewer availability (Form H -11). Contact the Public Works Department (206) 433 -0179 for servicing district. ❑ ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Five (5) sets of working drawings, which include : ❑ ❑ Site Plan 1. North arrow and scale. 2. Existing and proposed utilities and existing hydrant location(s). 3. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements. 4. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions. 5. Location of driveways, parking, loading & service areas, with parking calculations & location & type of dumpster recycling screening. 6. Location and screening of outdoor storage. 7. Limits of clearing /grading with existing & proposed topography at 2' intervals extending 5' beyond property's boundaries, erosion control measures & three buffer protection measures. 8. Identify location of sensitive areas slopes 20% or greater, wetlands, watercourses and their buffers (TMC 18.45.040). 9. Identify location and size of existing trees, note by size and species those to be maintained and those to be removed. 10. Landscape plan with irrigation: Existing trees to be saved by size and species. Proposed: Include size, species, location and spacing. Location of service areas and vault with proposed screening. 11. Location of high water mark of the Green /Duwamish River if site is located within 200' of the high water mark. 12. Lowest finished floor elevation (if flood control zone permit required). 13. Civil plans to include 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. 14. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). ❑ ❑ Vicinity Map showing location of site ❑ ❑ Building Elevations (Include dimensions of all building facades and major architectural elements) ❑ ❑ Mechanical Drawings ❑ ❑ Structural Drawings (detail of sprinkler hangers, pipe, duct & vent penetrations in structure) ❑ ❑ Architectural drawings ❑ ❑ Specifications (if separate document) ❑ ❑ Structural Calculations ❑ ❑ Sprinkler structural calculations indicating load of water - filled sprinkler piping ❑ ❑ Height Analysis ❑ ❑ Soils Report stamped by Washington State licensed Geotechnical Engineer ❑ ❑ Topographical and Boundary Survey ❑ ❑ Tree Coverage Analysis (Multifamily only ) ❑ ❑ Washington State Energy Code Data and Non - Residential Energy Code Compliance Form H -7 ❑ ❑ Completed Land Use Applications if not previously submitted (i.e. SEPA, BAR, Variance, Shoreline or Tree permit) ❑ ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of 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 permit 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 I AM AUTHORIZED TO APPLY FOR THIS PERMIT. NCPERMIT.DOC 7/5/96 Project,- 14,a- C itn1 Type of inspect1 ' » �� Address: Date called: Special instructions: Date wanted: Requester: Phone No.: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: 4 /e INSPECTION RECORD e' Retain a copy with per- /� PERMIT NO. (206) 431 -3670 Corrections required prior to approval. '/C�r .•� /C/ ,(44 „ _„ _ Date y __ (--] $42,00 REINSPECTION F REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMEN a Type of inspe r�.i�t (;}1. ?.4 r f - J ( n:2d C t)-- F 4 AlgAel ...1 .11.1/ - — - ,5 /+ S; , _ ....,.. A 4 � / ��++ 1 V . / �4-w�� r �Z4.- w4 / / �� �S C) reCti^ • ha , ,4-iv SA a,d- 044,6 2- `f � ` '� c14 ( h'/'/ ' Peih -, 5 Jo& tai // 1� , Requester: ' t�� �,j ci) 44,1* c..d4.Je 4---tveiz \ i-ft) &) c$1 L 7.-1 IC ,1uz.c{, , 41 1 7 Phone o.: ..vP,i( 014, -- At4u. , 3 ,49 r r ir 2) Ad #4 Zia i ,6 ,,i di. 7414.frif4A Proje (p cif` —. r �" tC U Y'13� Type of inspe r�.i�t Addrgss:,� Date called: ��� f . Special instru n D �� �S Date wanted:5 31, g to Requester: ' t�� �,j /�,, t� 04-44 Phone o.: aitrarfttitAtIONOSIVitt Imcmaeauv.,ta INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Correction required prior to approval. INSPECTION RECORD Retain a copy with per 7 --0! L3 PERMIT NO. (206) 431 -3670 Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project/ C , �� Type of inspection: ` — >, Address: Date called: Special i tructions: P C-G Lfe– Date wanted: a.m. Requester: Phone No.: E I INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. In l Corrections required prior to approval. COMMENTS3) 446 ' Inspector: (2 7 d - /e# 3 � z h a s7,i,h/ a / w -5s s i 7 '/ /4 p V / o /, ✓ 1 1, 51' f;-( (J cu i f t/ ¥- Na i ),y,,,r. Date: PERMIT NO. (206) 431 -3670 I $42.06 fEINSPECTI FEE REQUIRED\ PrioKto inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. all to sghedu le reinspection. Receipt No.: Nill,Date: Projec • Type of inspection: Address,: Date called: Special instructions: , 6 /� Date wanted: 3_2? �7 . • Requester: Phone No.: INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Inspector: F [Receipt No.: Date: Date: Chi P RMIT NO. (206) 431 -3670 Approved per applicable codes. Fl Corrections required prior to approval. $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Project: .. , v f A 1 101J-.-tc4 1 er ci tovie : fi t Type of inspection: p . Address: P-A2 2-0 bi- thi,-/ Date called: * 17M Special instructions: -,5 1 a.m. Date wanted: ) 1 1 4/ Requester: t Phone No.: 2,a, 736 7757 ..tx.ama . • • Approved per applicable codes. L Receipt No.: INSPECTION RECORn Retain a copy with peCt INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 1 wayantastigser.:4* . 017 -PERMIT NO. (206) 431-3670 Corrections required prior to approval. COMMENTS: I t e 19e I) Li I L i • Inspector: J Date: I I $42.00 REINSPECTION FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P roject Type of inspection: a As Address: , 16,r... Hwy 311-24c V Special instructions: Date wanted: a.m. v 12 1, pm Requester: V.Z. 0 Phone No.: -R3-7-25-1 INSPECTION NO. Inspector: INSPECTION RECOP Retain a copy with peLit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. (:16 Date: PERMIT NO. (.5;2 (206) 17.3670 • Corrections required prior to approval. COMMENTS: 1 ■ -2- h, u..),4 (A-4cl( titeN ViLet,SL-A4 I I LANTNIV P) ork iSNA, (.16 AAL stxXA LI $42.00 REINSPECTION FEE .REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: „:. Project: Type of inspection: Address:/�/6 PA ( Date called: 3 Special instructions: ., Date wanted: 3 i 3 /�x a.m. P.m. Requester: Aoij Phone No.: 7„4„ .- . . :.: 1i? }"Ea.1" t F INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 nspector: I Receipt No.: Approved per applicable codes. INSPECTION RECORD Retain a copy with perm I I Date: Date: (206), 431 -3670 • Corrections required prior to approval: COMMENTS: 3/( a 7 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 Project: C/A.— Type of -i pection: , e.:1-11 Al' ) L Address( V r C Date called: 2 ) _ eig Special instructions: q 11 - (1 6 6 , 1) / A Date wanted: 3 , - au? a.m. I /6 p.m. Requester: p �iy'l� Phone No.• �yy) 7 5 ��tJlO - / ��" 77 r <. • INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Inspector: 'Dc17 -01 y3 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: kA--e-4 Date: 3 _' 2„ - s $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: n/1 {2S-VI tType of inspect(' �( /,t i Address: � �° 1 AZ 5 Date called: —1.-- . , Specia instructions: - Date wanted: a.m. Requester: -p ,�,, Tw � 1 Phone No.: t.0(0 T50 — '1151 Approved per applicable codes. I I Corrections required prior to approval. CO MENTS: S INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Inspector: $42.00'REINSPECTIOh be paid at 6300 Southcer I Receipt No.: INSPECTION RECOR Retain a copy per EE REQUIRED. Prior to inspection, fee must r Blvd., Suite 100. Call to schedule reinspection. Date: N - 0r 3 PERMIT NO. (206) 431 -3670 Project: ct/ Type of inspection: c.c-t LI al c d Address: S /y4 jaM, Date called: Special instructions: Date wanted: i 3/ L1/98 a.m. p.m. Requester: Phone No.: INSPECTION RECORE Retain a copy with pe INSPECTI N NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. - ....,....,mom, : PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: z ) ! ( G t +r R 1 x - rwL e 0 &L_ Nc''`c S Lt C i' $"P Inspector: Date: [ 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100, Call to schedule reinspection. COMMENTS: TYp e r.D.( � 1 ction: , ci Address: 4 BD) AkAWC. A1MicI4 S,-- S i-n ■ w%)t T L i6 . z ( ) 4 S M - 1 1` L LA c - . / V / 6 1 r L V L - •h - t 4 • va t.JL . 061 i c .iPl -v-' vII E 4 .. 6 4 -. r r1 ► oSPc W . N. t?rojec J t i G ,- . 1/x(01-" TYp e r.D.( � 1 ction: , ci Address: 4 BD) AkAWC. 6 Date called: I —4-441 Special instructions: Date wanted: Z•/Z4 C"1j (( .m. Requester: �7_ Phone No.: -7 3 _ ---ns- i INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORQ Retain a copy with pe Date: PERMIT NO. (206) 431 -3670 Approved per applicable codes. 7rCorrections required prior to approval. Date: 2 1 115 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: P r ct: a{cwi l votA, Type of i s ec i n: T r!c t Tvasii Addre; sF , c x Date called: cy ?i q K Q .Special instructions: Date wanted: Z si Requester 2 . Phone No.: L 30 ' i ,S COMMENTS: Inspector: Receipt No.: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Approved per applicable codes. INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 • Don 0(43 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project:' I(( r. am Q A Y Type of inspection: c 5 Addre • t k' , Date called: 61 Special instructions: Date wanted• / a .m. f Requester: Vti°j IU14. Phone No.: •:. r• w:. uaaa� ,...Mn�n•<>,.+�a•�w«�.w•w...�,. .,,.....��...,.�w,,.<.wmc,�waan Approved per applicable codes. COMMENTS: Inspector: Receipt No.: INSPECTION RECORD Retain a copy with permi INSPECTION NO. CITY OF. TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 7 -o 4. 7 PERMIT NO. (206) 431-3670 Corrections required prior to approval. Art_e_upect f-oN ovit&u,L tp J2,11.t ( 4.,pv-Q-0-1cov oji ro ( ors 113 Date:.,/ 1_ $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,: * Project: / pew ! Type of inspection: c C" Address:. Date called: Special instructions: Date wanted: / �' /� a.m. P.m. Requester:- Phone No.: � Y'�. ,'(}f"`� +'�•.' }$ � "�� ' rte! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I Approved per applicable codes: A bq7 -0143 INSPECTION RECORD Retain a copy with pr_it PERMIT NO. 06) 431 -3670 Corrections required prior to approval. COMMENTS: jLc ct'4 . f n1t'% ) c.LrY) c 5 1 1 1 1 . 4 / \ (fri y,-_ , L + IL A. • 1 4 9 . z Rai kr.c1 4') S $42.00 REINSPECT!ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: Proje9Y' VFW i �V J l Q V D l'.'—' Type of inspection:. ' �(A W.l V� Address: (- 24) � Date called: i r/ ( Special instructions: Date wanted: u .. Requester: ; < Phone No 130 C 1 '. Ciql i'] 13' RNL aowM .woww�+rrr +.�.wn.�r�+�.�u�s�+ �' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: I I INSPECTION RECOR Retain a copy with per, Date: 1 -013 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. n l� $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project ko.14 �.. f} 1 , t' rru Type of inspection: A d ress Psc 7 Date called: 2 . , Special instructions: Date wanted: a-�� /� , .a.m. .: p.m. Requester: n J4 � / Phone No.: - 7 - 3,D : - . — 7 - 251, . D(7 -ov-0 TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 =3670 Approved per applicahle'codes. COMMENTS: e o + c a0C, w\ P,4r o 2 /i d /q 1t t i vt..,, Q kA-7t Inspector: 61v Date: 4/ ( 0 %2 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: INSPECTION RECD D Retain a copy with pt it I Corrections required prior to approval. Date: Project , + _ A ) i d _ NVO [DOA e of in c�ion.y (5 1, Address: D call Special instructions: t Y Date wanted: C i 2- 4 8 p .m. Requester: '7 Phone No. - - 130 —175/ s INSPECTION NO. CITY`OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. INSPECTION RECOR Retain a copy with per t 7- -C/43 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: Inspector: Date: 2i4 /it $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Pro q c t: L /r) elUn CA, Type o�spectio ...mss Add ess: J O }?cc I-LAA S. Date called: r— d- - _D -98 Special instructions: Date wanted: c, _ it , .1s tp,1 Requester: _ g PA— Phone No.: INS C ION NO. a otAwaon•>..wwnm w Approved per applicable codes. Receipt No.: INSPECTION RECOR Retain a copy with per CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Corrections required prior to appro . COMMENTS:. c $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206) 431 -3670 Project?-1 Type of insp tion: Address: I t_i(„aU�gc ` fill S. Date called: r; -S `CIS Special instructions: Date wanted: ` j 98 a.m. {� _ p.m. Requester: � C/VI. Phone No.: r)U to - - 7 75 KIM INSPECTION RECOR Retain a copy with penfk INSPECTION NO. 'CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 COMMENTS: Approved per applicable codes. 1:c(1-«IL13 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. ter_ $42.00 REINSPECTI • FEE REQUIRED. Prior to Inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, Receipt No.: Date: 'r. . Projipt , ( I H GG..i ( { C-- ad_ V VQF... Type of inspection N A Ins { v‘ � A �(e� 4 ate called: / 0 cy Special instructions: Date wanted: (( a.m. ,, � 2 7 ( r i �._= ( Requester: Phone No.: X?D - 13 0 - Y -( • f'r INSPECTION RECOR "., Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D91 43 PERMIT NO. (206) 431 -3670 Approved per applicable codes. I71 Corrections required prior to approval. COMMENTS: IBS • C, -+- / 6 c--PL . Inspector: c Date: Z- �,���,... fI $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Receipt No.: Date: Project: c... inspe 2` Address: .. Date called: Special instructions: ....4.19 Date wanted: ,3_9g . Requester: Phone No.: COMM ENTS: .11 gym' . A .a r A MiG + - R A @_.. . // /G// '4 ! re" /1 ,� ' Pxl2f) 5- -Pita 4 ek,f X1)2 ` ) _:.i, 7 (1-1,,,,,i e Azfiee 0/ 04 7O , 5( ( ..-- 6-0a// cr G 7 - v a a ,_ - k,. /), st, G �' I!9 1' I /,_,;,.. a^_' <,lL3r . h 7 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I Approved per applicable codes. Inspector: ).• ,, INSPECTION RECOR Retain a copy with per Z7- 61/y3 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Date: e5 $42.00 REINSPECT! N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Calllo schedule reinspection, Receipt No.: Pro .: ( J1 (-( 1 f= L) yI / \ � ... S ` it ,-,A Type of inspection: . GvY7 tM �j Ad Tess: 1 ;Fc Ny s —J—_, Date called: 'S 1 I- o -`1g Special instructions: 1 Date wanted: c.„-- � a.m. p.m., Requester: 7C A— Phone No.: cin - - 7 0 ) ° •• T4�'..."' Zifb'; �Dfti ^Jtluftxuctlwaruaynm.a�...... ............ -- ........ ..wor.�mn�w+.wvnn..w+a�a.nnw,vn m..ra INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. Inspecto I-1 $4 0 REINSPE ION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: INSPECTION RECOR Retain a copy with per Date: Date: (206) 431 -3670 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION -L 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Proj w C r � � v �O W Type of inspgctiorr. u �[ Address � � �� , , J-..-x.}t r Date called: � � -7--"Sr .- G, �i Special instructions: � "Il t . Date wanted: 0 n O � p.m. Requester: � Phone Nol^ ii51 Approved per applicable codes. [ Corrections required prior to approval. OMMENTS: 60/3 e.. Inspector Date: PERMIT NO. (206) 431 -3670 1 Receipt No.: (l $42.00 REiNSPECTION EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ,! Project: G J 11 cti � Type of inspgon:,1 a Address: f 4 6 2c p , 1 - a Date called: Special instructions: Date wanted:. f a.m. Requester: Phone No.: ilil Approved per applicable codes. Corrections required prior to approval. CO ENTS: ? j . ' Jrrt, — S 1 ,. i-t XI 443■ i a v CN{t. r-� INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 - 3670 (1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ceiPt No.: Date: Project y1 *6-- ( , tiefiren/ (50_5 S Pyt, Type of i spe tsn: l';.1...1.:'_ Li 4-I _MI:, (A...4 .... i') L Addre�g) ` ,� r / ,/ Date called: I I 11` q 2 Date wanted:. �2S' c /( a.m p.m. Special instructions: Requester: - % l%'z: y. Phone No.: 4:a INSPECTION RECOR 7_U �3 Retain a copy with per INSF'ECTIO NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. Corrections required prior to approval. COMMENTS: w A41_. !?=* 0 w» -tc Cto A-bD ArAc ft-_. -T HI) w1Ftc_ Sut:M '4t lS l busv.o. I Inspector: Date: 1'4I0/ $42.00 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. x (206) 431 -3670 Proje )t: Type qf inspection: Address Date called: Special instructions: . Date wanted: ; , i-v -4 ! 6 Ca," p.m. Requester: Phone No.: -)0 in - - 1 7)-7751 • INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, W 8188 Approved per applicable codes. Receipt No.: • I I Date: (206) 431 -3670 Corrections required prior to approval. COMMENTS: `e .. Inspector: Date: I l d " I I $42.00 R..F INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. oject: G , (}..�--,�: /r c U 0,4i ntr (- , i. 1 l a•n - •( �' J. � TYpe of inspgction: I _ ti. 16 ,Ii.. � t: ( , . - - , Address: f Date called: Special instructions: Date wanted: , 1 _ 1 f Oc l -- la a.m. .m Requester: -:: jr\ 1 Phone No.: 73C)-7 INSPECTION RECOR Retain a copy with per INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 II Approved per applicable codes. =,„,a 1tSy ax.. q:D ...: PERMIT NO. (206) 431 -3670 COMMENTS: I Inspector' Date: Corrections required prior to approval. f.ZA s I $42.00 REINSPECTION FEE REQUIRED. Prior to in pectin, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project:...,- fi 1 _ e / ., 4a k.- - r 1 ll YO i'l Type of inspection:„ , . j , 5D -(;(4r-t-ottn-el-ralh Address: Address: )4 • - 0 b2 / ) . . ic, 14w S Date called: - I — 13 -1 3 Special instructions: . '. ' ' (--- Date wanted: 0 cp L I i_ 1 _ 1 0 p.m. Requester 0 1\0y Phone No:: * 6 73-0 75 t 1. „ , (frgeit.i*V, UoroPer410KORWatH.C.W.SIMMAILIMMIctrearaillWro.aw......**. INSPECTION RECO Retain a copy with p INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D/7-00/3 MIT NO. Approved per applicable codes. I I COMMENTS: /i4/ lAl/td+Oilid S4A -. itqc‹A \ C(Ak& 1 149} - 4 tast Inspector: Date: frifcg $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Corrections required prior to approval. P c (/L(C b. )� l r ‘101^--' Type qt, ins/t 156 l . . Ad / rp V) � co r • 1 '_ - I 1Tr'v� Date called: le ' g — 0.1 Special instructions: Date wanted: I r . q ,O, q l 0 a.m. p.m. Requester: Phone No.: ' ` ■ INSPECTION RECOR } � � , 0/ Retain a copy with per► f r INSPECTION NO. PERMIT NO. CITY. OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd:, #100, Tukwila, WA 98188 Approved per applicable codes. Date: (206) 431 -3670 Corrections required prior to approval. COMMENTS: Pr � O VO✓7 $42.00 REINSPECTION 4°` EE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: COMMENTS: • lii01913 S trT Gtr ' 10 r L�.i...p .102),5 ,� Si) fw • C I© Q� � SD u.�l �vtv cv �ti a s • T G €1. Date led: Date wanted: ! _ C l t , LAC 5N A1)6(no LA ^1 ; Tt ,. t @ • CA C a . )P PA. I?) u' ( vN J :cTO ro C * 1 -I P.% (Ribs D lb a Acs sflawi co i plNJ Phone No.: - 733 -7 Project: ,..( t IN C w t eot,.. Type f inspection: S UR_4y1 Address: 1$4124) PPsiAci4v4 Date led: Date wanted: ! _ C l t , am. Special instructions: Requester: l� ry 3eRe_y Phone No.: - 733 -7 Sa nwasmut'rtwme set =. Q� INSPECTION RE ' D Retain a copy with mit INSPECTION NO.. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 D9-2_0«{), RMIT NO. (21'6) 431 -3670 Approved per applicable codes. I I Corrections required prior to approval. (. f C O $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Inspector: I I td ) Date: Receipt No.: Date: Project: Tit KWija Chevron Type of inspection: STorm drain Address: 1 R i f tiw t' c y Date called: i 2_ I 0_ 9 7 Special instructions: Date wanted: 1Z- 1i -97 ras.DTI. P.M. Requester: Ron exneu Phone No.: . 73 U — 175 t INSPECTION RECOR , D� U) Retain a copy with per PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Approved per applic e codes. (206) 431 -3670 Corrections required prior to approval. COMMF JTS: 1 z /IS /ti7 se4 Sa lLIh gr\. FiLovt 197t $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • Project: � �, ,may T ype of inspection: Su Address: Date called: , . i a _,., Special instructions: Date wanted: iLJJ p. a.m. m. � I .. ` . , , " Requester:......Q._ . . ...: . r-4i Ai /� )H O/ Phone No.: - 1 COMMENTS: Inspector: 6 Date: /2/ /(72 Receipt No.: Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION REC. - Retain a copy with • it INSPECTION NO. • CITY OF.TUKWILA BUILDING DIVISION • .6300 Southcenter #100, Tukwila, WA 98188 Approved per applicable codes; ' PERMIT NO. (206) 431 -3670 Corrections required prior to approval. Project: iw wila Chevron T y pe of inspectio: n sform draira9e Address: i 2n Rid f ic ibis D ate called: 124 q7 Special instructions: -- Date wanted: 1 9 - q 7 1°.'J P.m. Requester: Cy 1 - 730- Phone No.: -777 / 97 -0 PERMIT NO. Ti Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Corrections required prior to approval COMMENTS: 121q n7 52-IF of f? sj) Jejiztper24,, cis C 1 4 Pya 4214. Inspector: Date: V9) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: o • s Type of inspection Addres -ate o � , �-lt D called: IQ —— c 1 Special instructions: � C \(Y"' C .. Date wante : Requester: y rr, I I iy Jrr. �•x �tkAAt :N, h, , INSPECTION CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.; #100, Tukwila, WA 98188 El Approved per applicable codes. COMMENTS: ad&Pamak INSPECTION RECORD Retain a copy with permit A1— D\L:13 PERMIT NO. (206), 431 -3670 Corrections required prior to approval. ii/5/ b ./ l? o ctikp E k 4 1 6J2A4 y 45 sco '+�. t1; „��!� •� 4___1' w, ri) rQ 93 4 Inspector: Date: 1 $42,00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: k'1 {.. COMMENTS: n N!'R Type of inspection: LA Address: V-K Pte. 1- 61+ a.m. p.m. 1 2 49 7 C ( r ) At ) r -A-1\-u * Au 11 f - • ' Requester i+ 14t044C Phone No.: II/)4 9 C-411/L (Al,a,. .t. , 11(? f c Cc.--$-?' cu,.s,et (A ckAASA.4 5 i. . (1 in stAAIN I1251t7 Projedt: � ABM, n N!'R Type of inspection: LA Address: V-K Pte. 1- 61+ Date called: 1 Date wanted: I 1 (i co a.m. p.m. Special instructions: Requester i+ 14t044C Phone No.: CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION NO. [Receipt No.: Approved per applicable codes. INSPECTION RECOR Retain a copy with per sw +w_[R e.al e'AS1i2Ll7t.# 1411110 ` i. I I Corrections required prior to approval. Inspector: G-tJ Date: 442.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must laid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: PERMIT NO. (206) 431 -3670 Project: d ulA) p H Type of inspection: 50 Address: it.v.001.0. Q ,,< Date called: Special instructions: Date wanted: a:rn. p.m. Requester: Phone No.: ',,.. . INSPECTION RECORD INSPECTION NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I I COMMENTS: 10,3 I I Approved per applicable codes. Receipt No.: I Inspector: fp 1 Retain a copy with permit c f . ) Atikt-'4A c *cf-a/ wAxtA wo-pka &tL atLg_____ - h) C-6 CZ 0-1-1 Cd'Ll-r1 Date: I t ji q9) $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Corrections required prior to approval. Date: PERMIT NO. (206) 431-3670 15' 4 -4 Project: Gk.crA,mt L pet, 41\ ) Type of inspection: 1 -1A 1' � Address: Date called: ,a134? 7 Special instructions: Date wanted: _ a.m. lJ /� P.m. J � I � / 44: Requester: m ,Q,t}( fi L ilit°1LSA— (c.''' Phone No.: INSPECTION RECORD Retain a copy with permit INSPECT . CITY OF TUKWILA BUILDING DIVISION 6300 South'enter Blvd., #100, Tukwila, WA 98188 Approved per applicable codes. [ReceiPt No.: ' q ?. o JK3 PERMIT NO. (206) 431 -3670 Corrections required prior to approval. COMMENTS: I 11 1 ) Vsvdr - ee-( 1;, Inspector: Date: F t C ` b/v $42.00 REINSP ' TION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: Project: citufittrik he 1414 Type of inspection: Address: ILI to 20 p oe_ j. Date called: 10 Special instructions: , Date wanted: 1 a.m. 10/74N .r2IL. Requester: mgif Det",14" Phone No.: . .114alwrismwromszosmuniumumetweioxental INSPECTION 1O. CITY OF TUKWILA BUILDING DIVISION 6300 Soutticenter Blvd., #100, Tukwila, WA 98188 Inspector: I I Approved per applicable codes. INSPECTION RECORD Retain a copy with perm, 0) 43_ PERMIT NO. I I Corrections required prior to approval. COMMENTS: c 11) Set • (c)Aiii 5 LS Date: 20? $42.00 REINSPECTION FEE REQUIRED. Prior to inspection,, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • - ltt;k42 ...a• • :• . • J.. Jft (206) 431-3670 - Akie**AA4s.kkhk*k****.A.A**Ak*kt*A*AlkikAA*kkhk*kA***kAtorkA*k CIlY OF 1UKWILA. WA TRANSMIT - ArA*Irk*kk**A**Alk***Alt **Ak.kAA4r*Itkl*A 14**k*14**IcA**AkAlicki 111ANSMIT Number: P9700659 Amount: 213.50 1ff/16/97 .1 22 Payment Method: CHECK' Notation: BARHAUSEN CONS Init: WAR Permit No D97-0143 ,Type: DEVPERM DEVELOPMENT PERMIT Parcel No: 004000-0910 Site Address: 14620 PACIFIC HY $ Total Fees: 1,589.13 This Payment 213.50 Total ALL Pmts: 1,589.15 Balance: .00 .;k*ItIclrit.A4, A.ct.oullt Code 000/345 000/342 401/342.400 412/042...400 402/342400 , L000/322 000/345830 Description nom CHECK --UTILITY INSP FEE - UTILITY INSP FEE,- FLH/LI/WME INSP FEE -.STORM DRAIN ' INSP FEE - SME/SS8 LAND ALTERING PERMIT FEE, LAND ALTERING PLAN CHECK • ,„„ t:Ag , 31 , 71;44t0,-..,X i ftt:: - .4?.;1;:.- . ... , 1 , :f3jf.,,I... 1 . 1 - r ; ;:..i. , ,;•, - ,, — ,;:41 . ...:,..‘, , , ,. ..: , ,...riv,;•.,.: :. - .: , ,,l , ,..r . ,•; 1 *.r . !, ,, ,! .. . . ... . .• . , . . . . ... . • .• . . , (mount 30.00 15.00 15 96.00 22.50, ( ' 5150 047 9719 TOTAL 697.34 . 14A.***:kt:k4t*4e4rA- **********k******* ***********k*k*k.k* CITY OF TUI(W11A. ' WA, TRANSMIT ******k***********k TRANSMIT 'Number: 09700572 .Amount: ' 1..375.65 04/24/97 10:36 Method: CHECK Nvitation• BARGHAUEN ENGRS Init: KJP Permit Na: D97-0143 Type: DEVPERM DEVELOPMENT PERMIT Parcel Na : 004000-0910 Location: PAC HY S & S 146 ST Total Fees: 1.375.65 This Payment 1. Total ALL Pmts: 1. Balance: .00 ********* Amount 831.00 540.15 4..50 Account Cade_ • Descr,tption . 000/322..100 . BUILDING - NONRES 000/345.830 . PLAN CHECK - NONRES 000/386.904:',. STATE BUILDING SURCHARGE • • 9094 04/25 /717 TOTAL 1740.70 Project: Type of inspec . n: Address: Date called: Special instructions: , Date wanted:9 � ��' // �—� Requester: Phone No.: • INSPECTION NO. CITY OF:TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100; Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Inspector: INSPECTION RECORD . -\ Retain a copy with pen PERMIT NO. Corrections required prior to approval. Date:/ $4 i0 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I .Project Name L' HE / Y S Srn / OA) Address ) `7 V l -7 /1 - 6 /y .5' Retain current inspection schedule Approved without correction notice X . '� Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: FINALAPP.FRM Needs shift inspection City of Tukwila Fire Department /) i;, C 71? z /vc Authorized Signature aq K z o .w y �wy,c ,1�T _ zr p ' TC�. � �L'�'- 470AS'sl"".` t' i t �:` � a ' i�, i �, I ' �, W �"' Y` iLJM` �Y��, �1�1yge�� iiV't'i'lYa1t�Y"'1 "rb'4i'ti�b7M1 L{�Y�yi'!+"' '�Y�i"�5�� r� � TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM /Up F )1 /? r.- F) Permit No. Date T.F.D. Form F.P. 85 John W. Rants, Mayor Thomas P. Keefe, Fire Chief )9 7 4/V3 Suite # l/g8 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 5754439 ttt ri >•n" ..irf.. March 31, 1998 File No. 712 -71556 Environmental Geotechnical r�i .Construction Consulting • Engineering • Testing Mr. Dave Larson CITY OF TUKWILA BUILDING DEPARTMENT 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Subject: Project Name Project Address Permit No. We have, completed the requested special inspections on the subject project. Our final report, dated 'February 3, 1998, is numbered FR12393. • WORK REQUIRED Augercast piles — grout/resteel /flow Reinforced concrete (cast in place) Structural steel erection Reinforced CMU masonry — periodic inspection To the best of our knowledge, all work inspected conformed to approved plans, specifications, UBC, and related codes, and /or verbal or written instructions from the Engineer of Record. Reviewed by: John F. Vicente, E.I.T., Project Manager, Seattle Construction Services Sincerely, PROF - James C. Reeling, P.E., Senior Vice President JCF /jfv ICE INDUSTRIES, INC. cc: Randy Welch EMERALD CITY CONSTRUCTION CO.. 19119 Northcreek Parkway, Suite 101 Bothell, WA 98011 Chevron gas and mini-mart — Canopy footing 14620 Pacific Hig a South CD97 -0143, D97 -014 WORK INSPECTED Augercast piles — grout/resteel /flow Reinforced concrete (cast in place) Structural steel erection Reinforced CMU masonry — periodic inspection RECEIVED APR 0 3 '1998 DEVELOPMENT lrrfoi'rn(rtion To Build On Professional Service Industries, Inc. • 3257 16th Avenue West • Seattle, WA 98119 • Phone 206/282.0666 • Fax 206/282.0710 SAMPLE I.D. TYPE GROUTED SIZE (L,W,D) AREA (SO. IN.) DATE TESTED A TEST T STRENG PSI CHECKED LBSTIMATE /J2 ro 4 06 KY 2 3 y � y 11.11 2.// 7 2 I CP 00 i2 6 0 L !S o i'1,0 - G ►�' 3RD ��.�� 3--t ze q I Yo Z 23 J T HOURS MILE- AGE 6'r1 COST CODE ON OFF RT OT 70j %0 /J2 1 / / / PACIFIC TES IMEIMSCRATORIES bnfil 7R2n5pR •LY ranRm 9Ro.n710 ( 25) 485-4244 • FAX (425) 485.4611 MAILIN /'[„'/ ADDRESS /'T !(1f ATTENTION- . e. `�- PROJECT G h t_vVOn — /r /-/ S• %(WO 1-1 LOCATION WEATHER �, /l7 / 5 e' a '/- MIXING PLANT ■ r^ YJ MORTAR CEMENT LIME PROPORTIONS �-- (Not Certified by P. T. Lab) SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC.? 1 7r POUR LOCATION AND NOTES: `- I U �oil !9 S lac. DATE SAMPLE RECEIVED EASTSIDE DIVISION LV / / ✓e_ '/21/ ASTM TEST METHOD (AS APPLICABLE10 l� EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit• tat to a third party, by any means, except in lull, without the written permission of Pacific Testing Laboratories. is prohibited' This certification attests to the accuracy of the results °blamed from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of th- pecilication requirements.' Certified Report by Pacific Testing Laboratori FIELD CONTACT: TACOMA DIVISION (253) 589.1804 • FAX (253) 589.2136 H. ORD. N MBER .'r Q n. SAND MORTAR TEMP. 1.1 DATE c .3/ ‘ /q DATE �■ 2Oy 7 / ° Z, REPORT NUMBER M R (. A Division of / � hnlca Environmental ,�= ena we lc�l �hiEVIOUS RPT. NO /� Contrhucf►otn i c..ev M. • fMMwrM/ • moos ARCHITECT COMPRESSION TEST RESULTS was r-7' PORTLAND CS DIVISION PORTLAND FORENSICS DIVISION b fa ENGINEER I� .�• CONTRACTOR 4.F=- �A�0/J� TRUCK # GROUT CEMENT C'SE AGG. FINE AGG. AD IX PROPORTIONS (Not Certified by P. T. Lab) b� 1 - x() 4 / L/ P. fie' - Ail I'19 Gr'C (503) 254-8418 • FAX (503) 252-5608 (509) 535.3571 • FAX (509) 535.1267 (503) 232.7852 • FAX (503) 232.7886 (360) 297.8821 • FAX (360) 297.8828 BYPORTEL /� ,J CAST y� / e/ /Q REVIEWED BY !ff DATE all �e PER � C j 7 -O y NU NUMB N UMB6RIL�L // NUMBER DESIGN )�/ TICKET # STRENGTH Ic ADMIX 4 4" MODIFIED YES NOX EXPLAIN: SPOKANE DIVISION PENINSULA DIVISION MIX # MIX # GROUT TEMP. WORK CONFORMS YES,( NO Contract Min. ( ( TOTAL HOURS Chargeable Hours INPLACE DENSITY TEST RESULTS TEST LOCATION WET DEN. DRY DEN. MOIST % OT COMP % SPEC % P/F 1 I k -P.c;W c,F (&J /()'f •Fpx_ VVw. ', . t35•0 ta`T•T 5;7 79.1. t S& Ft C∎46 i» : ■tac-�l-N V. N ( , = . � � : (.14•2. (70: la7.-> y;0$rr 5.1 7•Z c - 'VII 'V EX!) " 3 C -i•I Vi: =-c-J t�.:T � %.- )T T: , (� \ -3« (4 AN V'K. -.L, e, HOURS MILE - AGE COST CODE ON OFF ST OT I-1.5 ;3`. EX!) a, e, PACIFIC TESTING LABORATOHItS FFICES • Seattle, WA EASTSIDE DIVISION • Bothell, WA (206) 282-0666 • FAX (208) 282 -0710 (206) 485.4244.451.8436 • FAX (206) 485.4611 tck\\r-t `EJ (Atty., cSa fv --) k- RS © t ATTENTION: I KLJ 1L,1 CIA tV 2O MA MAILING ADDRESS ARCHITECT i I ENGINEER G €4 k LOCATION 14 (D L �y PA. kA NS , NUMBER RD CONTRACTOR LS F 1 dRS�" � �5 WORK DESCRIPTION: -/Ft Eft S CLrCll Ati`ia) b N�: V,S [%C .r... ski Li ‘..A; 1 �-' Vet \ Jw.� r GAUGE STANDARD: M j}•. DS • LAB METHOD: = D1557 7. D698 Rice ASTM TEST METHOD (AS APPLICABLE) MODIFIED = YES NO EXPLAIN: EQUIPMENT IDENTIFICATION AND S/N (AS APPLICABLE) T1a,0 IU 3 M.,t` (, c'c' S This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit- tal to a third party, by any means, except in lull, without the written permission of Pacific Testing Laboratories. Is prohibited." 'This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements.' Certified Report by Pacific Testing Labora FIELD CONT DR 93.2 DATE DATE LABORATORIES REPORT NUMBER DR 17182 PREVIOUS RPT. NO. TACOMA DIVISION • Tacoma, WA PORTLAND DIVISION • Portland, OR PENINSULA DIVISION • Poutsbo, WA (206) 589.1804 • FAX (206) 589.2136 (5031 224.2248 • FAX (503) 244.5265 (360) 297.8821 • FAX (360) 297.8828 BF 11 t. .- REVIEWED PERMIT NUMBE WV A1.3� DATE I_ DATE V/6/9r CERTIFI NUMBER � _ '1 SAMPLE I.D. PROCTOR VALUE jag ,1 '2 SAMPLE I.D. PROCTOR VALUE Contract Min. I I TOTAL HOURS WORK CONFORMS YES ? 4 o :. Chargeable Hours SAMPLE I.D. SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. PS I. MI 'tali 6 . x 1 v g R 3 O / —/6 7 / / c c o o y o b O 6 o /c . `�—, rf 3 2- (0 Z- V — t ?oaoo itOB000 G I yQ Hold hi c-LA-4 HOURS MILE- AGE COST CODE ON OFF RT OT NfrMr1F mo Er]rlifin v Etavariranw MI 'tali ' t ; 30 3 (206) 282.0666 fAX (206) 282.0710 (425) 485.4244 • FAX (425) 4854611 MAILING ADDRESS PROJECT LOCATION SEATTLE DIVISION 1 /6r Was 0u n Certified Report by Pacific Testing Lab atories FIELD CONTACT: O n CR 89.2 EASTSIDE DIVISION IFIC TESTING LABORATORIES A Division of S � . o .ci ion aa ot•oMnical C onstruction CMWr .b•[ • [M rrr• rrw�[ • ro.rNp TACOMA DIVISION (253) 589.1804 • FAX (253) 589.2136 / Pi /y oi s 2" At Arc.-, W4. `7 5 - / ATTENTION* �' 2 r' e ./k/ors e Ch eV�n — �i ku;i k.� TEMP JL CONCRETE WEATHER �lr fj // TEMP. T�kc. CEMENT PROPORTIONS tI Lbs. I Sa� (Not Certified by P. T. Lab) ..c77 PURCH. ORD. NUMBER COMPRESSION TEST RESULTS (7,O MIXINNT G cv PLA CLIJ— C•SE AGG. • 4 FINE AGG. /f� Lbs. In. Max Lbs. S it 4t. )5 P7 79 '/ TYPE OF CEMENT " TAW �ui SLU MP / Z- TRUCK /-/ ( TICKET 7 # -/ 0 3 — ` SUPER PLASTICIZED SLUMP ins AIR SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED .v/ APPLICABLE CODE AND SPEC.? BY BATCHING SUPERVISI N POUR LOC ION AN NOTES T�••CtcL / (�'.- i� ✓• l L�J 4 r k II 1 / / LU/ e-A:(✓ti l'Acor iiiirYfce- a IA e firevL </, <n A rriveelm•.- sr`fe. Cif re (A; re lintS 1\1LwAe T C/9nG ✓tr� llJuf / E/ YrD�rJ fi ` //:" rGSiCv'�tC O(GC P Yh e J �vLt s de /A �I JJ /, l� i h 5111.4., e4/,, y e le;Ort_Cezlefok S 4p/I/ ASTM TEST METHOD (AS APPLICABLE)C3I I l � 7/1 /C /Z3 EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) 'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit • tal to a third party. by any means, except in full, without the written permission of Pacific Testing Laboratories, is prohibited • "This certification attests to the accuracy of the results obra)rted from the actual test performed andfor observations made within the defined scope of the work. Certification shall n `e construed sy. present inspection. approval or acceptance of other associated work or a warranty of design or wo ilrty of the sp hcafon requirement •' REVIEWED BY PERMIT NUMB R ARCHITECT �✓. '7' DATE & 9c DATE BYPORTED� / / /10 MODIFIED YES NO) EXPLAIN: REPORT NUMBER CR 2 5 8 3 2 7 PREVIOUS.RP.T• NO. PORTLAND CS DIVISION . (503) 254.8418 • FAX (503) 2525608 ' PORTLAND FORENSICS DIVISION (503) 232.7852 • FAX (503) 232.7886 ENGINEER Oa- ke {41 a,%1 CONTRACTOR Lee- /t•ffr5 DESIGN STRENGTH fc 1 } DO RATIO ADMIX #1 Ln Per Sock- s ADMIX #2 / 2 ADMIX #3 e rSack - ❑ Per Sack &f t/ dale. / ` Cu Yd %' QUANTITY MIX # Contract Mtn, TOTAL HOURS SPOKANE DIVISION :,(509) 535.3571 • FAX (509) 535-1267 PENINSULA DIVISION (360) 297.8821 • FAX (360) 297.8828 DATE CAST /�•c•'1 9Q DATE c- `/ - 9 i/ CERTIFICATE NUMBER 71Z 7/3+fd DATE SAMPLE /al RECEIVED _ Chargeable Hours WORK CONFORMS YES v NO '.w' SAMPLE I.D. SIZE AREA (SO. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH • - •• ••• • CHECKED LBS. PS • • . , •• ,: 4 1 6= vg, 3 1 - 16 7 / /r000 Yo Utl � . • Contract Min. — TOTAL HOURS Hours g Z - r 72 � HOURS MILE- 1 AGE 1 COST CODE ON OFF RT OT f► G�,Y-IreNal " � 319 i �l �oo� _ � Contract Min. — TOTAL HOURS Hours g Chargeable PACIFIC TESTING LABORATORIES we- SEATTLE DIVISION EASTSIDE DIVISION (206) 282.0668 • FAX (206) 282 -0710 (425) 485-4244 • FAX (425) 485.4611 MAILING ADDRESS PROJECT LOCATION L&e Aerie Pio/ (4 l °IA,/ t_ PIA , 1114 5 ATTENTION* "1, lee Aiors e C hevtGA - 1;k1,11 L. 1'/610 rt I M So, TEMP. & 1 0 CONCRETE WEATHER.Weafj !r TEMP. CEMENT PROPORTIONS t 10 Seekc (Not Certified by P. T. Lab) r7 TRUCK FIELD CONTACT: CR 69-2 TYPE OF CEMENT - 71 / TICKET # 4/ O 3 PLASTICIZED SLUMP SAMPLING IN ACCORDANCE WITH APPLICABLE CODE AND SPEC ? A POUR Was fowl d LOC ION Ay NOTES ✓� • r c9c G / 1 / j L( EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) A Division of Sf c Construction Cww4M • Wrw.rr•rne • remora /_� 7 MIXING r!/ PLANT C'SE AGG. 3 El Lbs. EA In, Max )5 • SLUMP 7 TACOMA DIVISION (253) 589.1804 • FAX (253) 589.2136 PERM NUMB COMPRESSION TEST RESULTS c Jmur FINE AGG. E Lbs. 1 /Ai 79 PORTLAND CS Ottl1SION (503) 254.8418 • FAX (503) 252.5608 PORTLAND FORENSICS DIVISION (503) 232.7852• FAX (503)232;T686 ..i BY PORTED / ` /O t / REVIEWED ! BY ARCHITECT ENGINEER NURCH.ORD. Lee lilorstu NUMBER CONTRACTOR "This report is provided for the information of the client only The reprbduction of Ines report, by any method, and as transmit• tal to a third party, by any means, except in full, without the written permission of Pacific Testing Laboratories, is prohibited.• *This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope cf the work. Certification shall not be construed to represent inspection, approval or acceptance of other associated work or a warranty of design or workability Of the specification requirements.' Certified Report by Pacific Testing Lab atories DATE oIN - c)ecr ASTM TEST METHOD (AS APPLICA LE - 3' y ' N , 7z 10 � /Z3 / " MODIFIED YES ._ NO ins AIR MIX PROPORTIONS VERIFIED BY BATCHING SUPERVISISN? /10 REPORT NUMBER CR 2 5 8 3 2 7 PREVIOUS RPT. NO DESIGN STRENGTH lc / 2 O R ADMIX 1 3 ADMIX 42 3 ADMIX 03 1 er ack. S Z Per Sack- ❑ Per Sack s a t 'o a sa, Ay- • QUANTITY ' SPOKANE DIVISION (509) 535-3571 • FAX (509) 535.1267 PENINSULA DIVISION .- (3601291.8821 •iFAX(3601297.8828 DATE CAST DATE ERTIFICATE UMBER 7/2- 7/,S36 « Uel MIX # /• I'e DATE SAMPLE / ( ( i RECEIVED Cu Yd WORK CONFORMS YES :. NO _ • SAMPLE I.D. SIZE AREA (SQ. IN.) DATE TESTED AGE AT TEST ULTIMATE STRENGTH CHECKED LBS. P.S.I. 6 4_ iS • -97 7 S Soon 24 3 n /(5`' 3 3o / -/i -- / -/4 - 97 ' ' ill coo // 9co0 y/ SO 4 200 G '7 HOURS MILE- AGE COST CODE ON OFF RT OT 7 i) /(5`' 3 3o EXECUTIVE OFFICES • Seattle, WA EASTSIDE DIVISION • Bothell, WA (206) 282.0666 • FAX (206) 282.0710 (206) 485.4244.451.8436 • FAX (206) 485-4611 MAILING ADDRESS LOCATION TYPE OF CEMENT AS PACIFIC TESTIN � E fri sE /401 5Z 7 4„. E fre , Wes. 98124 - A ENT ON' °esz p1-4,20 f/LJy S PURCHORD. NUMBER . O TEMP. 8, WEATHER S �U�7 CEMENT PROPORTIONS I Lbs. ❑SackslCu. Yd. (Not Certified by P. T. Lab) 5/7 I/ TRUCK 4// TICKET # L257/ 5 Certified Report by Pacific Testing Laborato FIELD CONTACT: CR 89.2 CONCRETE 64—u MIXING TEMP. f PLANT • SLUMP X ! -•y7 0 s\ Berry LABORATORIES TACOMA DIVISION *Tacoma, WA PORTLAND DIVISI • N • Portland, OR PE INSUtA IV( SIOIT• Poulsbo, WA (206) 589-1804 • FAX (206) 589.2136 (503) 224- . • : (503) -5265 (360 -8821 • FAX (360) 297.8828 COMPRESSION TEST RESULTS C' Lbs. LbS. In. Max. SUPER PLASTICIZED SLUMP • bps report is provided for the information of the client only. The reproduction of this report, by any method, and its transmit- tal to a third party, by any means, except in full, without the written permission of Pacific Testing Laboratories, is prohibited.' This certilrcalion attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shat - . • : constr d to represent inspection, approval or acceptance of other associated work or a warranty of design or . ability of g ! dreahon requir: ants.' DATE DATE 1.111.19. 7 ' "PORT NUMBER CR 255980 . PREVIOUS RPT. NO REPORTED BY REVIEWED BY PER NUM ARCHITECT PROJECT Ve-OA/ ENGINEER `""^ FINE GG. �ADMIX Afkkg bl Lbs. er Sac I3& 2'a DATE CAST /0V 9 7 DATE 7 /7.- OF CERTIFICATE 7/.2.1/5se NUMBER CONTRACTOR LEE ~' o R s DESIGN `�jd6 W!C STRENGTH is RATIO A- Contract Mln. I I TOTAL HOURS ADMIX #2 ADMIX N3 ❑ Per Sack ❑ Per Sack v.7s 46-A- iy ins AIR �� % QUANTITY w 3 Cu Yd MIX # SSo SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED U N DATE SAMPLE APPLICABLE CODE AND SPEC ? ��'S BY BATCHING SUPERVISION? RECEIVED POUR LOCATION AND NOTES / 9 6 7 •-1--- A £.[� D C '765 pot : 6 6 b7 o , /E r Ac„I< 9 . /A/ ca��e�,✓ct W/7# 4/20‘46.49 p /47►/s - / j /5 A/o7 /7 7t * , 7-/ 5 " 5///f /& fa 1 D '57 0,1 / -.0 4Ao - Coin • G 7224 3 Gauli — • a Rf _ uz. • Bo 5i46 s • • ..- i • Q' // z ' 1 i p r AS APPLICABLE A, / • MO +IFIED YES _4— NO EXPLAI O figtd 17 • r1t 57Raq L 74r7 7ME, atla6 &e/7 UAlIJtg IT Ad.. M T ST METHOD VNO EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) ,e444-3 " _ 7., WORK CONFORMS YES Chargeable Hours 3 ACTIVITY NUMBER PROJECT NAME i ) D PARTMENT: g ING Dp7SION Gp)o on LIC WORKS R OLib- (o -(I REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F Pe+ axd. CoP'i PLAN REVIEW / ROUTING SL PREVEN ( 0(Y 1 STRUCTURAL NIA DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE El NOT APPLICABLE 0 COMMENTS p1 C t °L. n o '+h o `f - the (\ (> wC111 b-eoipo-4-rx,tC,!-01 . 7 1 plan . TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: DATE I APPROVED n APPROVED W/ CONDITIONS U NOT APPROVED (attach comments) 0 DATE REVIEWERS INITIAL DATE DATE q - oVo - c1 7 S . ( - C'okt (ecih #Z— CC- PLANNING DMSION' tr R (b E -� - q COORDINATOR DUE DATE x'30 -C r 4 DUE DATE /0 - 17 DUE DATE APPROVED ❑ APPROVED W/ CONDITIONS Ei NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) ran, Nur`nrra NxRYw.yxlA:., ra.nno. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME ' v KO DEPARTMENT: BUILDING DIVISION PUBLIC WORKS I I I J COMMENTS COMPLE DETERMINATION OF COMPLETENESS: (T,Th) caeye no4 Y7i k Veldf-,fican-e TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF El (If routed by staff, make copy to master file & e ter Sierra.) REVIEWERS INITIAL DATE ` �U t APPROVALS OR CORRECTIONS: (ten days) APPROVED /r. REVIEWERS INITIAL DATE q- o2(O -q7 - C0((ec -f icr --. FIRE PREVENTION PLANNING DWISION STRUCTURAL PERMIT COORDINATOR DUE DATE ci -3o"q NOT COMPLETE NOT APPLICABLE Ei APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) fl DATE NO FURTHER REVIEW REQUIRE DUE DATE lO .. I7 ~ / 7 CORRECTION DETERMINATION: APPROVED [] APPROVED W/ CONDITIONS REVIEWERS INITIAL C:ROUTE -F DATE DUE DATE NOT APPROVED (attach comments) Q (Certifcadoa of occupancy required. pan . REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D91- DATE q - a (o - q 7 PROJECT NAME C) eQi© Comie(\' en(. StO C e. - Cof cec -hXX` 7 — DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION PLANNING DIVISION E PUBLIC WORKS El STRUCTURAL El PERMIT COORDINATOR 0 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE ❑ NOT COMPLETE NOT APPLICABLE COMMENTS Pl cctfe n O- 1' t Q e t '�.Q�? �J TUES /THURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIREIT ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED pi APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) El CORRECTION DETERMINATION: APPROVED El APPROVED W/ CONDITIONS DATE DATE (Certification of occupancy required. DUE DATE cf r 3o - DUE DATE /0 _ I7 / DUE DATE NOT APPROVED (attach comments) 0 plan . C: : iyx: cv = st :V to-J)�. +� {.�1Y,t'.r8"tJia! i�+. 2:.< ��: �, �:: aw�wwoxn,,.,....,..,,.,,.«,.-, y,. wc..« am. n» ��. �na•. m. rxahr_4• a:: ur�:: rxw��.+ �Y, a. �. asnxsrrwn. i�nnr..<r �.. a,... m« wa. mr... ry. w�...,.. o..,. .� ....................- .�.._... PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER 9 - DATE q - a (D - q 7 PROJECT NAME C,hegtr©4r Comie(i ei'w tore re, - C'of fec -HoP it) -- DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION [J PLANNING DIVISION• PUBLIC WORKS STRUCTURAL E PERMIT COORDINATOR Q DETERML NATION OF COMPLETENESS: (T,Th) DUE DATE C f ' 30 - COMPLETE P • NOT COMPLETE El ' NOT APPLICABLE COMMENTS pl caf-ye (1 o- ` h the tcn e TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL Arif?---- I l APPROVALS OR CORRECTIONS: (ten days) APPROVED 9 APPROVED W/ CONDITIONS E REVIEWERS INITIAL MPV CORRECTION DETERNIINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDITIONS DATE DATE 16/2 —) DATE ey2_,/ DUE DATE /0 7 NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) U (Certification of occupancy required. ) ptan a1'! f2ECt}t vrx;zs: «w,,x*r REVIEWERS INITIAL REVIEWERS INITIAL PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D91- d , : 7 DATE q - o� (D - q 7 PROJECT NAME C';he\l(©v- CoMkerii en <p. Stor� - C'0kr (ec -hw �-- DEPARTMENT: BUILDING DIVISION FIRE PREVENTION E PLANNING DIVISION PUBLIC WORKS STRUCTURAL El PERMIT COORDINATOR Q 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE LI NOT COMPLETE E NOT APPLICABLE cos MMFNT PI ectf,e, n o hh o -(--- - the € TUES /TIiURS ROUTING: PLEASE ROUTE XL NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF n (If roittet! fiy'staff, make copy to master file & enter Siena.) 1 APPROVALS OR CORRECTIONS: (ten days) APPROVED l l APPROVED W/ CONDITIONS (1 V CORRECTION DETERMINATION: DUE DATE APPROVED LI APPROVED W/ CONDITIONS C:ROUTE -F tliUtextkAriVfigrAt4: ■...' '+'i�: i• '. KvtT`.+ Y'. x�dyl:>' it`: 7' iJ? S1k1'.'..' Menri-.W.4.taituY�!'Sox+m*rt.Mxw wrerrw�.a�x+siraen.vniww+.r.r. �.+T DATE DATE REVIEWERS INITIAL DATE DUE DATE G ( - 3o "C1 DUE DATE lD - - 1 `y NOT APPROVED (attach comments) U /0/ 0 6/F 7 NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) plan . . • Ri REVIEWERS INITIAL DgPAR'TMENT: BJJ 1LDING VIVISION CQjn 911 PTJBLIC WORKS CORRECTION DETERMINATION: 014 Coofturoir PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D • 01 DATE 1/5/ PROJECT NAME Che ~OA 6em IPWCZCI41 C:ROUTE-F FIE4REVE qr STRUCTURAL 4 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4 /9/ 4 4 COMPLETE 121 NOT COMPLETE El NOT APPLICABLE ED COMMENTS TUES/I'HURS ROUTING: PLEASE ROUTE C ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE REVIEWERS INITIAL DATE DATE WG DIVISION 0 rAoo 12 INA NO FURTHER REVIEW REQUIRED E] 1 APPROVALS OR CORRECTIONS: (ten days) DUE DATE ginro Rs8 APPROVED ( APPROVED W/ CONDITIONS fl NOT APPROVED (attach comments) ISn Cr recii ex\ L iti6A mance)! 4 1 4- .26 -c rt vzp DUE DATE APPROVED 17 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) D (Certification of occupancy required. ` �T�', t'�:x`- ��K.3,Y?!�;�{:k�,�•�'d�: r : COMPLETE [Yr COMMENTS REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERMINATION: 6 =7.4443i DETERMINATION OF COMPLETENESS: (T,Th) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D1 •0143 DATE VSM PROJECT NAME chemben 6As • R.it:zp1 ) DEPARTMENT: BUILDING DIVISION ' FIRE PREVENTION ❑ PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DUE DATE I A ° NOT COMPLETE ❑ NOT APPLICABLE ❑ TUES /THURS ROUTING: PLEASE ROUTE ❑ NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE I APPROVALS OR CORRECTIONS: (ten days) DUE DATE e lk, ITO APPROVED n APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) DATE 77* I DUE DATE APPROVED I 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Cerdheadon of occupancy required. ) t I PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D • • 01 DATE ihrn PROJECT NAME chive/'•A dAs S ►m1ce • RQUZE,4 DEPARTMENT: BUILDING DIVISION ❑� FIRE PREVENTION PLANNING DIVISION ❑ PUBLIC WORKS ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS TUES /TFIURS ROUTING: PLEASE ROUTE fl NO FURTHER REVIEW REQUIRED ROUTED BY STAFF ❑ (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL '9) APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL NOT COMPLETE ❑ NOT APPLICABLE DATE G 6 1 ( q1 DATE t CORRECTION DETERNIINATION: APPROVED I 1 APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ REVIEWERS INITIAL DATE C:ROUTE -F DUE DATE 4 4/4 DUE DATE d'Ila Air; NOT APPROVED (attach comments) ❑ DUE DATE (Certification of occupancy required. ) 40.rt hVi i0Etc brut a4ra.. vn. or...... n... ayx ..«.+..« PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER DIV• • 014es PROJECT NAME Che•+ 6m Awe^ DEPARTMENT: BUILDING DIVISION ❑, FIRE PREVENTION ,❑ PLANNING DIVISION PUBLIC WORKS L, STRUCTURAL ❑ PERMIT COORDINATOR ❑ DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE ❑ COMMENTS TUES /THURS ROUTING: PLEASE ROUTE 17 NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL DATE APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL �k. CORRECTION DETERMINATION: APPROVED ❑ REVIEWERS INITIAL DATE C:ROUTE -F n.n..,. ,w.....,...m.._.., urn.. an..«. r_. ,ovvw.r.,,...- wr«w,.o:- u.,....� DATE 9 5/17 • AlVtitiOti ° I DUE DATE Vii4; NOT APPLICABLE ❑ 1 DUE DATE C VO Ar? APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) ❑ DATE DUE DATE APPROVED W/ CONDITIONS ❑ NOT APPROVED (attach comments) 0 (Certification of occupancy required. 1 3f, DEPARTMENT: BUILDING DIVISION fl PUBLIC WORKS COMPLETE COMMENTS APPROVED n REVIEWERS INITIAL C:ROUTE -F Si44.1 ..v.V,4,We+tlmrnaw.evs.M4.uvoMea 1:401.4..... n +� NOT COMPLETE REVIEWERS INITIAL M. L C STRUCTURAL TUES /THURS ROUTING: PLEASE ROUTE CORRECTION DETERMINATION: APPROVED [J APPROVED W/ CONDITIONS SYa.ivw. � Vii. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER W • 0143 DATE OM PROJECT NAME ehll/Itl'*' Gm (Owen • R.zgi I FIRE PREVENTION C DETERMINATION OF COMPLETENESS: (T,Th) APPROVALS OR CORRECTIONS: (ten days) ROUTED BY STAFF ri (If routed by staff, make copy to master file & enter Sierra.) DATE � / ( / ,/ j( / DATE C 4?7? REVIEWERS INITIAL DATE PLANNING DIVISION El PERMIT COORDINATOR Q DUE DATE q th /4; NOT APPLICABLE NO FURTHER REVIEW REQUIRED El DUE DATE " kg A APPROVED W/ CONDITIONS El NOT APPROVED (attach comments) Q DUE DATE NOT APPROVED (attach comments) Q (Certification of occupancy required. ) I I i!Y ACTIVITY NUMBER PROJECT NAME D TMENT: J G DMSI �' UBLIC We RKS �r 6.1 ' . • COMPLETE • COMMENTS REVIEWERS INITIAL C:ROUTE -F ..Ww.. gel. n�+ awwwrxaalnNara .N'.4S�:a�TV n1, Gtra,,t:htt St141.1.41,AVV IV. Wt, 41. 70,• h6` IeM •■■•• 'Irs.ia a ,oho nw+wNinrrarw - ..... 941M1+ CJOY&%flO*OY ■ • PLAN REVIEW / ROUTING SLIP D97 -0143 DATE 6/24/97 CHEVRON GAS STATION — CONVENIENCE STORE I- 1-efa. FIRE PREVENTION PLANNING �,�p DIVISION P '� /o&q E i r (o - � STRUCTURAL COORDINAT R senk-1ID,19n 67 a -T -11 A� ro y e '1I3o►a'1 DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 6/26/97 NOT COMPLETE NOT APPLICABLE El TUES /THURS ROUTING: PLEASE ROUTE p NO FURTHER REVIEW REQUIRED p ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) DATE I I APPROVALS OR CORRECTIONS: (ten days) DUE DATE 7/10/97 PSI APPROVED n APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) c.occec-v\on I �( I �U \,0{ * or, ,-� .� . v - i 'Q REVIEWERS INITIAL DATE t i CORRECTION DETERMINATION: APPROVED l J APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE DUE DATE (Certification of occupancy requited. ) :a % «':`�;rz ;.;;;i:;.i!r...�;i.:: ra; f:' e, �t3ti,::: a5��cv1,: 7::.+>: rro' �brvac.. �va�xaafi�C,' e' ui�.' n.^ ;'r:31�:?Y?fl:V^;a3:�t`!•'P7�?:# . t+`,` sgec ;.�'X�"x1o}'t <c�rnclrS`;L"k1 e�:7:E • PROJECT NAME PUBLIC WORKS PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0143 DEPARTMENT: BUILDING DIVISION al L CHEVRON GAS STATION — CONVENIENCE STORE 4 DETERMINA N OF COMPLETENESS: (T,Th) COMPLETE NO T COMPLETE E NOT APPLICABLE El COMMENTS CDOLO eE : r -c (U1 (0 (m ( / (I ) pIQr) sh-ce-k TUES /T IURS ROUTING: PLEASE ROUTE C V" ROUTED BY STAFF n (If route y staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED CI APPROVED W/ CONDITIONS FIRE PREVENTION Ij PLANNING DIVISION STRUCTURAL 0 PERMIT COORDINATOR 0 DATE I S DATE DATE 6/24/97 DUE DATE 6/26/97 NO FURTHER REVIEW REQUIRED L__1 DUE DATE 7/10/97 NOT APPROVED (attach comments) El DUE DATE NOT APPROVED (attach comments) 0 (Certification of occupancy required. a`, "aRT „T %11« AkJetwl�:: al:. N::.: ri: u`. nt4 :!i:::JJn'.:r.t'�):M1`- t'.e;t • - .r. �e *A t:0!i. JI ACTIVITY NUMBER D97 -0143 DEPARTMENT: BUILDING DIVISION PUBLIC WORKS LIFYI ^t�'a: N �•LR' DETERMINATION OF COMPLETENESS: (T,Th) C:ROUTE - F TUES /THURS ROUTING: PLEASE ROUT APPROVALS OR CORRECTIONS: (ten days) CORRECTION DETERMINATION: , PLAN REVIEW / ROUTING SLIP PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE FIRE PREVENTION PLANNING DIVISION STRUCTURAL C PERMIT COORDINATOR 0 1 ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL \\� S ( 0 NO FURTHER REVIEW REQUIRED C DATE ( 9( Z1 -1 l: Mtr 4tr- k lf n9` .a "tta.Af'1riJ.l1lbLLCM '�oY "Y[W, in+t' Y.gAnn+tinMr. k•nYM1.rtwr..xa...r.. -.+.re + nMf' -.:' DATE 6/24/97 DUE DATE 6/26/97 I DUE DATE 7/10/97 APPROVED n APPROVED W/ CONDITIONS NOT APPROVED (attach comments) Q REVIEWERS INITIAL 4( C k 01N ( DATE —) f O a1 "( DUE DATE APPROVED I 1 APPROVED W/ CONDITIONS NOT APPROVED (attach comments) 0 REVIEWERS INITIAL DATE (Certification of occupancy required. ) : Tsai+ , , , A tOz 4WA4 :mtAfi'.Ka: t4r40Rr,' & 4sia. ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DEPARTMENT: BUILDING DIVISION fl FIRE PREVENTION El PLANNING DIVISION . PUBLIC WORKS [J STRUCTURAL El PERMIT COORDINATOR Q 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE f :'sBtM i Y:'R COMMENTS • PLAN REVIEW / ROUTING SLIP NOT COMPLETE Q • TUES /THURS ROUTING: PLEASE ROUTE n NO FURTHER REVIEW REQUIRED ❑ ROUTED BY STAFF REVIEWERS INITIAL REVIEWERS INITIAL (If routed by staff, make copy to master file & enter Sierra.) A APPROVALS OR CORRECTIONS: (ten days) APPROVED pzri APPROVED WI CONDITIONS E NOT APPROVED (attach comments) Q I CORRECTION DETERMIINATION: APPROVED Ej APPROVED WI CONDITIONS REVIEWERS INITIAL C:ROUTE -F vapfim:. .1R+714.s'^:'S'. ""SiFSritYH'.xl: �aY+ 4�vkvku '.xfncw�ww+sf+txrwsnsf..N.vx -� DATE ��`!' DATE DATE DATE 6/24/97 DUE DATE 6/26/97 NOT APPLICABLE Er DUEDATE 7/10/97 DUE DATE NOT APPROVED (attach comments) Ln (Certification of occupancy required. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER J - 0 I (-t 3 DATE q2, PROJECT NAME at() Ivry - 5 eir7 . G DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION E PUBLIC WORKS STRUCTURAL C� 1 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E NOT COMPLETE El COMMENTS TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF 17 (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 1 1 DUE DATE 1 I LO I ql APPROVED W/ CONDITIONS E NOT APPROVED (attach comments) [3 APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED REVIEWERS INITIAL C:ROUTE -F APPROVED W/ CONDTTIONS DATE ( 2 � DATE ' ON DATE (, NOT APPROVED (attach comments) PLANNING DIVISION El PERMIT COORDINATOR 0 DUE DATE (e lea c ( C(l NOT APPLICABLE t DUE DATE (Certification of occupancy required, ) ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DEPARTMENT: BUILDING DIVISION PUBLIC WORKS I 4 DETERMINATION OF COMPLETENESS: (T,Th) /: 0- USA S r ► 111. 1 , Mirr701 COMPLETE COMMENTS .� • 4 NO FURTHER REVIEW REQUIRED Mgt I REVIEWERS INITIAL DATE TUES/ • ROUTING: PLEASE ROUTE ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) APPROVALS OR CORRECTIONS: (ten days) APPROVED El APPROVED WI CONDITIONS NOT APPROVED (attach comments) REVIEWERS INITIAL I i CORRECTION DETERMINATION: APPROVED 0 REVIEWERS INITIAL C:ROUTE -F Pmt+ Coor6sn*or C p PLAN REVIEW /ROUTIN VIP • NOT COMPLETE FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL El PERMIT COORDINATOR I DATE DATE DUE DATE 6/03/97 NOT APP DATE 5/29/97 CABLE DUE DATE 6/17/97 DUE DATE APPROVED WI CONDITIONS 111 NOT APPROVED (attach comments) 0 (Certification of occupancy required. ) f , •t�iw'♦ • YIM.. iH.+ f. Lt:3eL'�a+V4ww:xLaitMr�wn.w..:. ..+u....... w. .u..rv...e.riew- nuunNi�nv ^ 1.0% , ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DEPARTMENT: BUILDING DIVISION r PUBLIC WORKS I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE n COMMENTS REVIEWERS INITIAL REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F PLAN REVIEW / ROUTING SLIP FIRE PREVENTION ❑ STRUCTURAL ❑ NOT COMPLETE TUES /THLTRS ROUTING: PLEASE ROUTE 4N.. Y. lwf1'. 1H' Oa. �tnT1tM !FCY��(siManvstliMlL'K�:w Yra9 HNtt. 4+. 4• J.: L» wgYmR. eiwaw... rf. wrtWf.. tv» w. o... �uw�. rrs+«r•.ww..L..w�..........�... APPROVALS OA CORRECTIONS: (ten days) APPROVED Li APPROVED W/ CONDITIONS CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS DATE DATE ROUTED BY STAFF f1 (If routed by staff, make copy to master file & enter Sierra.) DATE ( 0/1/ R DATE 5/29/97 PLANNING DIVISION PERMIT COORDINATOR ❑ DUE DATE 6/03/97 NOT APPLICABLE fl NO FURTHER REVIEW REQUIRED t DUEDATE 6/17/97 NOT APPROVED (attach comments) U t DUEDATE NOT APPROVED (attach comments) ❑ (Certification of occupancy required. ) 1f, DEPARTMENT: BUILDING DIVISION PUBLIC WORKS PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE E COMMENTS FIRE PREVENTION PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ NOT COMPLETE ❑ NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE 0 NO FURTHER REVIEW REQUIRED n ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL 41,,,,5-/ DATE ( t' APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS REVIEWERS INITIAL DATE DATE DATE 5/29/97 DUE DATE 6/03/9 DUE DATE 6/17/97 DUE DATE NOT APPROVED (attach comments) ❑ (Certification of occupancy rcquircd. ) PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION T PUBLIC WORKS L DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE E COMMENTS .,. �vu ...,.vw.wen>�n.n7v«•iW.J .J.tYIMK ' it ei] Y/ Ml ua.... xw. n: euew,-1 �trnM. exrtnm. wn�''. ra+ n. r. w»«..,..».+.». we«+.. d...,. �.,......�.........,...�.�...._ .._ D97 -0143 CHEVRON GAS STATION — CONVENIENCE STORE FIRE PREVENTION E STRUCTURAL fl DATE 5/29/97 PLANNING DIVISION i PERMIT COORDINATOR Q I 1 DUEDATE 6/03/97 NOT APPLICABLE �J TUES /THURS ROUTING: PLEASE ROUTE rg NO FURTHER REVIEW REQUIRED ROUTED BY STAFF n (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL (- APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED WI CONDITIONS E. NOT APPROVED (attach comments) LI REVIEWERS INITIAL 4 CORRECTION DETERMINATION: APPROVED l l APPROVED WI CONDITIONS p NOT APPROVED (attach comments) Q REVIEWERS INITIAL C:ROUTE -F N DATE S /,'" /aj DATE DATE DUEDATE 6/17/97 DUE DATE (Cerdficadoa of occupancy required. ) '' SYntTA1SJ. YkM( �YS1:YY`Hk�H�r.�Yn.v.� PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION _ PUBLIC WORKS D97 -0143 I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS NOT COMPLETE TUES /THURS ROUTING: PLEASE ROUTE ROUTED BY STAFF REVIEWERS INITIAL/ C I APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED ❑ APPROVED W/ CONDITIONS C:ROUTE -F CHEVRON GAS STATION — CONVENIENCE STORE FIRE PREVENTION E PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ W/ NO FURTHER REVIEW REQUIRED E ff, make copy to master file & enter Sierra.) DATE ?A? APPROVED l l APPROVED W/ CONDITIONS C NOT APPROVED (attach comments) [7 DATE REVIEWERS INITIAL DATE DATE 5/29/97 DUE DATE 6/03/97 NOT APPLICABLE ❑ DUE DATE 6/17/97 DUE DATE NOT APPROVED (attach comments) O (Certification of occupancy requited. ) Pe.rrn* C ov�sn&i!or Copy PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DEPARTMENT: BUILDING DIVISION El FIRE PREVENTION l PUBLIC WORKS STRUCTURAL 4 DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE C] NOT COMPLETE commENTs Uttar of, In Matgi 4124141 REVIEWERS INITIAL APPROVALS OR CORRECTIONS: (ten days) REVIEWERS INITIAL CORRECTION DETERMINATION: REVIEWERS INITIAL C:ROUTE -F TUES /THURS ROUTING: PLEASE ROUTE n ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) DATE I APPROVED n APPROVED WI CONDITIONS ❑ _ NOT APPROVED (attach comments) DATE DATE DATE 4/24/97 PLANNING DIVISION PERMIT COORDINATOR . DUE DATE 4/29/97 NOT APPLICABLE C] agpucoitan NO FURTHER REVIEW REQUIRED E DUE DATE 5/13/97 DUE DATE APPROVED [J APPROVED W/ CONDITIONS [III NOT APPROVED (attach comments) 0 (Certification of occupancy required. PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0143 PROJECT NAME CHEVRON GAS STATION — CONVENIENCE STORE DEPARTMENT: BUILDING DIVISION r FIRE PREVENTION E PLANNING DIVISION PUBLIC WORKS STRUCTURAL ❑ PERMIT COORDINATOR I DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE COMMENTS • REVIEWERS INITIAL \ APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS REVIEWERS INITIAL CORRECTION DETERMINATION: APPROVED l l APPROVED W/ CONDITIONS C:ROUTE -F NOT COMPLETE El • NOT APPLICABLE TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED El ROUTED BY STAFF (If routed by staff, make copy to master file & enter Sierra.) DATE 4` 7 - 4 I DATE REVIEWERS INITIAL DATE DATE 4/24/97 DUE DATE 4/29/97 DUE DATE 5/13197' NOT APPROVED (attach comments) E DUE DA'Z'E NOT APPROVED (attach comments) 0 (Ccrrifiarioa of occupancy required. ACTIVITY NUMBER PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4/29/97 COMPLETE n NOT COMPLETE E NOT APPLICABLE p COMMENTS TUES /THURS ROUTING: PLEASE ROUTE V1 NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF p (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL /4 � c ) DATE Vh- -1 / 4 ) APPROVALS OR CORRECTIONS: (ten days) APPROVED p APPROVED WI CONDITIONS . NOT APPROVED (attach comments) p REVIEWERS INITIAL D97 -0143 CORRECTION DETERMINATION: APPROVED C:ROUTE -F L PLAN REVIEW / ROUTING SLIP CHEVRON GAS STATION — CONVENIENCE STORE FIRE PREVENTION IIII STRUCTURAL El DATE DATE 4/24/97 PLANNING DIVISION 0 PERMIT COORDINATOR DUE DATE 5/13/97 APPROVED W/ CONDITIONS p NOT APPROVED (attach comments) p REVIEWERS INITIAL DATE DUE DATE (Certification of occupancy required. ) ACTIVITY NUMBER D97 -0143 PROJECT NAME DEPARTMENT: BUILDING DIVISION PUBLIC WORKS [] STRUCTURAL DETERMINATION OF COMPLETENESS: (T,Th) COMPLETE NOT COMPLETE NOT APPLICABLE COMMENTS See Gttiac n V lam' € -R'opn P I .e G ecl, w i-t-h � -aj 16. a obths . TUES /THURS ROUTING: PLEASE ROUTE NO FURTHER REVIEW REQUIRED E ROUTED BY STAFF El (If routed by staff, make copy to master file & enter Sierra.) REVIEWERS INITIAL ( - APPROVALS OR CORRECTIONS: (ten days) APPROVED REVIEWERS INITIAL ice: =xt* •:r�� �•s PLAN REVIEW / ROUTING SLIP FIRE PREVENTION E APPROVED W/ CONDITIONS ❑. NOT APPROVED (attach comments) CORRECTION DETERMINATION: APPROVED ri APPROVED WI CONDITIONS C:ROUTE -F CHEVRON GAS STATION — CONVENIENCE STORE red DATE DATE C REVIEWERS INITIAL DATE ¢GttMZ� ^.UIu!4ryi'.iRnalma + H WL.+� Xrx•Rrt + >,.w�`. ,.,..., ..... PLANNING DIVISION . PERMIT COORDINATOR Q DUEDATE 4/29/97 1- i/7 (6' 7 DATE 4/24/97 DUE DATE 5/13/97' DUE DATE NOT APPROVED (attach comments) (Certification of occupancy rcqulred. ) DEPARTMENT: BUILDING DIVISION PUBLIC WORKS COMPLE PLAN REVIEW / ROUTING SLIP ACTIVITY NUMBER D97 -0143 PROJECT NAME • J DETERMINATION OF COMPLETENESS: (T,Th) DUE DATE 4/29/97 NOT COMPLETE ❑ • NOT APPLICABLE ❑ COMMENTS c be 1'f d c e cf '{ Pr TUES /THURS ROUTING: PLEASE ROUTE REVIEWERS INITIAL REVIEWERS INITIAL C:ROUTE -F CORRECTION DETERNIINATION: APPROVALS OR CORRECTIONS: (ten days) APPROVED n APPROVED W/ CONDITIONS ❑ DATE CHEVRON GAS STATION - CONVENIENCE STORE FIRE PREVENTION ❑ PLANNING DIVISION ❑ STRUCTURAL ❑ PERMIT COORDINATOR ❑ ROUTED BY STAFF El (If ro d - brs • ff, make copy to master file & enter Sierra.) DATE 1-( 4(9? - DATE 4/24/97 I I REVIEWERS INITIAL DATE NO FURTHER REVIEW REQUIRED ❑ DUE DATE 5/13/97 NOT APPROVED (attach comments) E r DUE DATE APPROVED I I APPROVED W/ CONDITIONS rj NOT APPROVED (attach comments) ❑ (Certification of occupancy required. !� ) , -- Instructions for Applicants: RECEIVED CITY OF TUKWILA _ Fl L E COP R 2 4 9997 ENVIRONMENTAL CHECKLIST - _ PERMIT CENTER Purpose Checklist: The State Environmental Policy Act (SEPA), chapter 43.21 RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for all proposals with probable significant adverse impacts-on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from your proposal, if it can be done) and to help the agency decide whether an EIS is required. This environmental checklist asks you to describe some basic information about your proposal. The city uses this checklist to determine whether the environmental impacts of your proposals are significant, requiring preparation of an EIS. Answer the questions briefly, with the most precise information known, or give the best description you can. You must'answer each question accurately and carefully, to the best of your knowledge. In most cases you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if : a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, -shoreline, and landmark designations.. Answer these questions if you can. If you have problems, the City staff can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period'of time or on different parcels of land. Attach any additional 'information that will help describe your proposals or its environmental effects. The City may ask you to explain your answers or provide additional information reasonably related to- determining if there may be significant adverse impact. Use of Checklist for Nonproject Proposals: Nonproject proposals refer to actions which are different or broader. than a single site specific development project, such as plans, policies and programs. Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." In addition, complete the u lemen .1 hee f r Non r ct Ac i e n. P t r D For nonproject actions, the references in the checklist to the words "project," "applicant," and "property or site" should be read as "proposal," "proposer," and "affected geographic area," respectively. Page 1 of 24 5781.003 (KWA /sm /es] Peri- U1tI3 owoetto A. BACKGROUND INFORMATION CITY OF TUKWILA 1. Name of proposed project, if applicable: 2. Name of Applicant: ENVIRONMENTAL CHECKLIST OUR JOB NO. 5781 Chevron Food Mart with Retail Gasoline Andy Lakha /Lakha Investment Co., L.L.C. c/o Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South. Kent, WA 98032 -- (206) 251 -6222 Bruce K. Creager 4. Date checklist prepared: September 9, 1996 .- 5. Agency requesting checklist: City of Tukwila Page 2 of 24 Control No. Epic File No. Fee $100.00 Receipt No. 3. Address and phone number of applicant and contact person: 6. Proposed timing or schedule (including phasing, if applicable): Construction of the proposed project will occur as soon as permits are secured. Construction will take approximately three (3) months. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? if yes, explain. No, not at this time. 5781.003 [KWA /sm /es] �za °i.ta: � e...:.vt...n.t iN T a*'.' �l. wwt'\•:. r.^ ra. hxMwM.: r,+ rn- a..vaf+rl4av�w�nr.!v+senv�raw-� 8. - List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Traffic study will be prepared to determine impact fees. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If . yes, explain. No, not to our knowledge. 10. List any government approvals or permits that- will be needed for your proposal. • SEPA Environmental Determination • Design review • Building permits for canopy, C- store, signs, gasoline storage tanks • Sign- permits • :.Mechanical, plumbing, electrical permits • Right -of- way /driveway permits • Utility permits (sewer, water, storm, power, telephone and gas connections). • -Air pollution control permit. 11. _ Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Section E requires a complete description of the objectives and alternatives of your proposal. and should not _ be summarized here. The proposed project includes construction of a new Chevron Food Mart with facilities for the retail sales of gasoline. This facility will include on 2,200 square foot food mart building, one 38' x 52' gasoline pump island canopy with four multi- product dispensers, landscaping, paving, lot lights and signage. Additionally, the proposed project will include the installation of two (2) new 8,000- gallqn and one (1) 16,000 - gallon fiberglass underground gasoline storage tanks and product piping. This underground system is double - containment type with associated leak detection devices. All systems meet or exceed 1988 UFC, NFPA and state and local regulations. The project also includes construction bf curb, gutter and sidewalk along the property's frontage with Highway 99. 12. Location of the proposal. Give sufficient information for a person to under- stand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic neap, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Page 3 of 24 5781.003 [KWA /sm/es] The subject property is located 100 feet south of the intersection of Highway 99 and South 146th Street on the east side of Highway 99. The site is situated in the Northeast quarter of the Northwest quarter of Section 22, Township 23 North, Range 4 East, W.M., in the city of Tukwila. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive?. No, it does not. Page 4 of 24 5781.003(KAVAdsades] TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth . General description of the site (circle one): Flat rolling, hilly, - $teep slopes, mountainous, other b. What is the steepest slope on the site - (approximate percent slope)? The eastern edge of the site has 30 .to 40 percent slopes. The proposed project intends to avoid major disturbance to these slopes. Only minor recontouring and grooming would occur within the steep slope areas. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The King County soils survey designates soils in the general vicinity as urban. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No, none are known. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. Anticipated grading and filling activities include approximately 1,000 to 1,200 cubic yards of earthwork. Earthwork activities would be minor fill placement at the building pads, and excavation for underground gasoline storage tanks. All imported fill would be clean granular material meeting Class B structural fill or better. All unsuitable material or surplus excavation would be exported to an approved disposal site. The source of fill is unknown at this time, however, it will be obtained from an approved source. EVALUATION FOR AGENCY USE ONLY Page 5 of 24 5781.003 [KWA /sun /es] g. 2. Air TO BE COMPLETED BY APPLICANT Page 6 of 24 f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Some minor" erosion could occur as a result of 'construction activities on site. This erosion could be associated with clearing and grading on the site, in preparation for construction of the proposed improvements. A temporary erosion and sedimentation control plan would be prepared to mitigate the potentiaLof erosion. The plan would be prepared in conformance with standards of the City of Tukwila. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 80 percent of the site will be covered with impervious surfaces, including buildings and asphalt,' following completion of the project. h. Proposed measures to reduce or control erosion, or other impacts to the earth, . if any: Proposed measures to reduce or control erosion or other impacts to the earth include the design and implementation of a temporary erosion /sedimentation control (TESC) plan in accordance with the City of Tukwila requirements and. best management practices established in the Department of Ecology Puget Sound manual. Specific techniques that may be implemented include installation of filter fences, rock check dams, and sediment traps. After construction, all disturbed area will be either covered with impervious surfaces or revegetated. The stormwater system will be designed to control erosion. a. What types of emissions to the air would result from the proposal (i.e., dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. EVALUATION FOR AGENCY USE ONLY 5781.003 [MA/sin/es] 3. Water TO BE COMPLETED BY APPLICANT The proposal would result in potential impacts, both during construction and following facility completion. During construction, air'impacts would result from the construction vehicle emissions and airborne dust resulting from earthwork activities. Following construction, air impacts would result principally from auto emissions from the customer and delivery vehicles. Additional air emissions may result from the fueling area. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. There are no known off -'site sources of emissions or odor that may affect the proposal. c. ' Proposed measures_ to reduce or control emissions or other impacts to air, if any: . Measures which are proposed to reduce and /or control emissions to air during project construction could include sprinkling of the site during grading to minimize the quantity of dust. Stage I and II vapor recovery systems will be installed to capture product fumes during fueling of automobiles and during delivery of product into underground storage tanks. a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. There is no known surface water body on or adjacent to the subject property. EVALUATION FOR AGENCY USE ONLY . t. Page 7 of 24 5781.003 LKWA /sm /es] r TO BE COMPLETED BY APPLICANT 2) Will the project require any work over, in or adjacent to (within 200 feet) the described water? If yes, please describe and attach available plans. b. Ground: Not applicable. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and ap- proximate quantities, if known. The proposal will not require surface water withdrawals or diversions. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. The proposal does not lie within a 100- year 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the types of waste and anticipated volume of discharge. The proposal does not involve discharge of waste materials to surface water. 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No, groundwater will not be withdrawn nor will water be discharged to groundwater. Page 8 of 24 • EVALUATION FOR AGENCY USE ONLY 5781.003 1KWA /sm /esl TO BE COMPLETED BY APPLICANT Page 9 of 24 fi 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic .sewage; industrial, containing the following chemicals.:.; agricultbral; etc.). Describe the general size of the system; the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The facility will be connected to the sanitary sewer and, therefore, no. waste material will be discharged into the ground. c. Water Runoff (including stormwater): 1) Describe the source of runoff (including stormwater) and method of collection and disposal, any (include quan- tities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will result from the paved impervious surfaces and from building rooftops. Stormwater will be collected by means of a series of catch basins and conveyance pipes. Stormwater collection system will be designed per King County Stormwater Design Manual. The project will not cause.a significant increase in runoff from the pre - development conditions. The intent of this proposal is to not provide detention or retention of on -site stormwater unless other -wise: required by the City of Tukwila. Stormwater from the site will be conveyed to existing public storm drainage facilities located in Pacific Highway. Treatment of stormwater will be provided prior to its discharge. A stormwater control plan will be prepared for this project in accordance with City of Tukwila requirements. • 2) Could waste materials enter ground or surface waters? if so, generally describe. Minor contaminants from vehicles could enter the ground or surface water. However, all on -site stormwater would be EVALUATION FOR AGENCY USE ONLY 5781.003 [KWA /sm /es] TO BE COMPLETED BY APPLICANT collected and treated prior to release to the public drainage system. Treatment of stormwater will occur with appropriately designed oil /water separators, or another approved alternative treatment method, to filter - contaminants from the stormwater. • Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: An approved stormwater treatment and collection system will be designed in accordance with the City of Tukwila standards to control impacts to water resources. ▪ Plants' a. -.Check or circle types of vegetation found on the site: • deciduous tree: alder, maple, aspen, other _ evergreen tree: fir, cedar, pine, other shrubs ,�C grass pasture — crop or grain wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation J3lackberries -b. What kind and amount of vegetation will be removed or altered? All of the existing vegetation within the development portion of the proposal will be removed to prepare the site for construction. c. List threatened or endangered species known to be on or near the site. None to our knowledge. Page 10 of 24 EVALUATION FOR AGENCY USE ONLY 5781.003 [KWA /sin /esl :Alick .r .iwca TO BE COMPLETED BY APPLICANT Animals b. MA d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will be provided on permanently exposed areas of the site in accordance with City of Tukwila standards for commercial site landscaping. a. Circle any birds an animals which have been observed on or near the site or are known to be on or near the site: _ birds: hawk, heron, eagle, songbirds, other mammals: deer, bear, elk, beaver, other - rodents _ fish, bass, salmon,,trout, herring, shellfish, other List any threatened or endangered species known to be on or near the site. None to our knowledge. c. Is the site part of a migration route? If so, explain. No, not to our knowledge. d. Proposed measures to preserve or enhance wildlife, if any: The landscaping of the site will provide cover and nesting areas 'for birds and other wildlife. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The proposed facility will utilize electricity and /or natural gas as the primary source to meet the project's energy needs, which include heating, lighting and appliance operation. Page 11 of 24 EVALUATION FOR AGENCY USE ONLY 5781.003 IKWA /sm /es] 7. Environmental Health TO BE COMPLETED BY APPLICANT b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. The project will not affect the potential use of solar energy by adjacent properties. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The proposed building walls. are_constructed of thermal stucco material which absorbs the sun's heat and radiates this heat during the evening hours after the •temperature drops. The effect is reduced heating and cooling expenses. The proposed facility will be constructed in accordance with Washington State Energy Code standards and current codes. a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Environmental health hazards could include exposure to gasoline during refueling of automobiles, risk of fire and potential for contamination of the environment by petroleum products in the unlikely event of a spill or release of fuel from gasoline storage tanks, product fuel lines or dispensers. 1) Describe special emergency services that might be required. Special emergency services which may be required during construction and operation of the project could include emergency medical, police and fire services. Hazardous material or response personnel and the possible involvement of the Washington State Department of Ecology or Environmental Protection Agency may be necessary in the unlikely event of a release of gasoline into the environment. EVALUATION FOR AGENCY USE ONLY Page 12 of 24 5781.003 [KWA /sm /es] TO BE COMPLETED BY APPLICANT 2) Proposed measures to reduce or control environmental health hazards, if any: The facility provides a significant number of features to reduce and control the potential for environmental health hazards. For example: a. There are emergency shut off switches located at the cashier station inside the building and on the front wall of the building. The emergency shut off switch on the front wall of the building is visible from the pump island area. b. Fire extinguishers are provided in accordance with uniform fire codes standards and local requirements. c. Both the underground gasoline storage tanks and product piping are of double containment type construction. Both are of double walled fiberglass material with significant protection against rupture and /or leakage. The fiberglass material helps prevent deterioration of the walls and.helps prevent subsequent contamination of the surrounding soils. d. The underground fuel system includes interstitial monitoring of the inner walls of the tanks and piping. This monitoring will detect any possible leaks, immediately alarm the facility operator, and shut down that portion of the system with the detected leakage. e. Upon installation, the system is pressure tested according to the manufacture's specifications to detect any pressure loss and to isolate and correct any problems before covering the tanks and paving the site. f. Additional primary and secondary containment equipment and spill prevention features include overfill protection features (OPW 6150 2 -point risers), gravity return of undispensed product, flex Page 13 of 24 EVALUATION FOR AGENCY USE ONLY 5781.003 1KWA /sm /es] 3fffrt�:�S:�i�:.s�t- :t ^::s;, :rao�..:,r:*v;..•:3.•.. .,,. b. Noise: g. TO BE COMPLETED BY APPLICANT joints at tanks and islands, break away impact valves and dispensers, and Stage II vapor recovery at the pumps. Training of drivers and clerks in emergency procedures also helps to avoid the release of fuel into the environment. Drivers are trained in transport, delivery, safety, and fuel containment procedures. Clerks are trained in emergency procedures and have an on -site hazardous spill prevention plan designed for the specific facility. 1) What types'of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? The major noise in the area is from vehicular traffic on Highway 99.- 2) What types and levels of noise would be created by or associalted with -the project on a short -term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Noise that may be generated by this project would include short -term noise. created by the operation of construction equipment and vehicles during the demolition, site grading, and construction of the facility. Long -term noise would include - the noise of internal combustion engines from customers' vehicles, delivery trucks, and the operation of site and landscape maintenance equipment, including lawnmowers, leaf blowers, etc. The short -term noise would be generated during the approximately 3 -month construction period during daylight hours. Long -term noise such as landscape maintenance would also occur during daylight hours, whereas noise associated with automobiles would occur during the 24 hours per day operation of the gas sales /C- store. Page 14 of 24 : - EVALUATION FOR - AGENCY USE ONLY 5781.003 1 KWA /sm /es] TO BE COMPLETED BY APPLICANT Land and Shoreline Use a. Proposed measures to reduce or control noise impacts, if any: There are several features of the proposed site design which intrinsically provide some mitigation of noise impacts of the proposed development. With the gasoline pump island canopy situated near the street and the C -store farther east, the C -store building may assist in some buffering of noise generated by cars entering the site, which will tend to be the area with the highest automobile activity. The presence of landscape screening along the eastern property line may provide a minor, limiting noise mitigation as well. What is the current use of the site and adjacent properties? North: Quality Rentals East: Traveler's Choice Motel South: Pizza Hut West: Buzille Auto Center (Auto Sales) Northwest: Larry's Market Has the site been used for agriculture? If so, describe. No, not to our knowledge. c. Describe any structures on the site. There are no structures on the site. d. Will any structures be demolished? If so, what? Not applicable. P. What is the current zoning classification of the site? NCC, Neighborhood Commercial Center. Page 15 of 24 EVALUATION FOR AGENCY USE ONLY 5781.003 [KWA /sui /es] .. TO BE COMPLETED BY APPLICANT Commercial. Not applicable:' None. Page 16 of 24 EVALUATION FOR What is the current comprehensive plan designation for the site? If applicable, what is the current shoreline master program designation of the site? h. Has any part of the site been classified as an "environmentally sensitive" area? If SQ, specify. No, not to our knowledge. Approximately how many people would reside or work in the completed project ?. • Depending on the shift; two to three people are expected to work at this facility. Approximately how many people would the completed project displace? k. Proposed measures to avoid or reduce displacement impacts, if any: None are necessary. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The proposed project will be designed and constructed in compliance with City of Tukwila zoning standards. AGENCY USE ONLY 5781.003 [KWA /sm /es] TO BE COMPLETED BY APPLICANT 10. Aesthetics a. No housing units will be provided. No housing units will be eliminated. None are proposed. EVALUATION FOR AGENCY USE ONLY 9. - Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. c. Proposed measures to reduce or control housing impacts, if any: What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest structures on the site will be the gasoline pump island canopy and the freestanding sign. Both will be approximately 18 feet in overall height. The exterior building materials are white - painted stucco with blue and red accent trim. b. What views in the immediate vicinity would be altered or obstructed? The views of the subject site from the public roadways would be altered by the construction of the proposed facility. c. Proposed measures to reduce or control aesthetic impacts, if any: The facility will be architecturally designed and the site will be landscaped. Page 17 of 24 5781.003 [KWA /sut /cs] TO BE COMPLETED BY APPLICANT 1. Light and Glare What type of light or glare will the proposals produce? What time of day would it mainly occur? 12. Recreation Light produced' by the proposal will include illumination of the canopy /gasoline fueling area and internal illumination of the buildings, and perimeter lot light illumination. The only glare anticipated to be produced by the proposal would be headlight glare from the automobiles circulating on site and exiting the driveway to the public roadways. The light created by the proposal is not anticipated to negatively impact the operation of the roadway. Could light or glare from the finished project be a safety hazard or interfere with views? No, not to our knowledge. What existing off -site sources of light or glare may affect your proposal? The only off -site sources of light would be headlamps from cars on the abutting roadways. However, this is not anticipated to affect the operation of the facility. d. Proposed measures to reduce or control light and glare impacts, if any: .Proposed measures to reduce or control light and glare impacts include the use of shields on all on -site lot lights preventing spillover illumination onto adjacent parcels. Additionally, the landscape plantings may assist to eliminate light spillage onto adjacent parcels. a. What designed and informal recreational opportunities are in the immediate vicinity? None to our knowledge. EVALUATION FOR AGENCY USE ONLY Page 18 of 24 5781.003 (KWA /sm /es] 4P.6 RkJ1:aO+Y..T. None are proposed. TO BE COMPLETED BY APPLICANT 13. Historic and Cultural Prese No, not to our-knowledge. .(.YIwYYbYNwNVMM[Id.F None are known. c. Proposed measures to reduce or control impacts, if any: None are proposed. 14. Transportation Page 19 of 24 b. Would the proposed project displace any existing recreational uses? •If so, describe. No, the project would not displace any existing recreational uses. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: a. Are there any places or objects listed on, or proposed for, national, state or local preservation registers to be on or next to the site? If so, generally describe. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on -site plans, if any: Subject property is served by Highway 99. Access to the site is proposed by means of two driveways: one 35 -foot, full - turning movement driveway will be constructed on Highway 99, approximately 110 feet south of the intersection of Highway 99 and EVALUATION FOR AGENCY USE ONLY 5781.003 [KWA /sin /es] TO BE COMPLETED BY APPLICANT South 146th Street, and one 35 -foot, full- turning movement driveway will be constructed on Highway 99, approximately 100 feet further south. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Public Transit is available on Highway 99. There is a transit stop at Larry's Market. - How many parking spaces would the completed project have? How many would the project eliminate? The completed project would have 10- parking spaces. The project would eliminate no parking spaces. d. Will the proposal require any new roads or streets, or improve- ments to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). The project may include frontage improvements such as curb, gutter and sidewalk. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The project will not require use of water, rail or air transportation, however, it is located in the general vicinity of SeaTac International Airport. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. It is estimated that a typical gasoline /service station with convenience market and 8- vehicle fueling positions generates up to 1,302 trips per day (ADT). This is based on an Institute of Transportation Engineers (1TE) Handbook and tables for trip generation rate (updated February 1995) utilizing category 845. It has been estimated that 75 percent of these trips are "pass by" trips that are diverted from the immediate adjacent roadway. Of the • ...M... .•••• EVALUATION FOR _ AGENCY USE ONLY Page 20 of 24 5781.003 [KWA /sin /es] TO BE COMPLETED BY APPLICANT balance of the trips, 25 percent are diverted from other roadways or represent end of designation trips. Therefore, it is estimated that 292 are "new" daily trips. The peak hour traffic generated by the proposed project is estimated to be approximately 81 trips per hour in the a.m. peak hour and 107 in the p.m. peak hour. Of this total, 25 percent or 20 total (a.m.), and 27 total (p.m.) are "new trips. Proposed measures to reduce or control transportation impacts; :. if any: No significant impact is anticipated from the proposed use and, therefore, no measures are proposed. - 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, ' - schoQls, other)? If so, generally describe. •• The project could result in an increased demand for emergency services. However, this increase is expected to be negligible. Proposed measures to reduce or control direct impacts on public services, if any: None are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, patural gas, • water, refuse service, telephone, sanitary sewer, septic system, other. Page 21 of 24 EVALUATION FOR AGENCY USE ONLY 5781.003 1KWA /sm /es] Describe the utilities that are proposed for . the project, the utilities providing the service, and the general construction . activities on the site or in the immediate vicinity which might be needed. Water: City of Tukwila Sewer:. City of. Tukwila Stormwater: City of Tukwila Power: Puget Sound Power & Light Company Telephone: U. W. West Communications Gas: Washington Natural Gas Company Installation of utilities will involve some trenching and backfilling activities. Page 22 of 24 5781.003 [KWA /smIes] SIGNATURE The above answers are true and complete to the best of my knowledge. I= understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: PLEASE CONTINUE TO THE NEXT PAGE EVALUATION FOR • AGENCY USE ONLY Page 23 of 24 5781.003 (KWA /sm /es] TO BE COMPLETED BY APPLICANT • 1. What are the objective(s) of the proposal? Page 24 of 24 E. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NONPROJECT PROPOSALS 'the objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the foregoing items of the Environmental Checklist. This information provides a general overall perspective of the proposed action in the context of the environmental information provided and the submitted plans, documents, supportive information, studies, etc. The objective of the proposal is to construct a Chevron Food Mart convenience store with retail gasoline facilities, as well as modern amenities and a pleasant landscape ;treatment. The facility would be pedestrian friendly and would provide convenience shopping to the nearby motel and trailer park. - 2. _ What are the alternative means of accomplishing these objectives? There are no alternative means of accomplishing these objectives. Please compare the alternative means and indicate the preferred course of action: The preferred course of action is to construct the convenience store and gasoline sales facilities as described above. 4. Does the proposal conflict with policies of the Tukwila Comprehensive Land Use Policy Plan? If so, what policies of the Plan? The project is in compliance with the policies of the Tukwila Comprehensive Land Use Plan and Zoning Ordinance. Proposed measures to avoid or reduce the conflict(s) are: No additional measures are proposed. EVALUATION FOR AGENCY USE ONLY 5781.003 [KWA /sm /esj 0.4REV 4, s :::`aaMAaitda.Zsitidika.L',W awatgente, k 4 4 • 1, 1 , 1, , J . - • . • . R EPORT. Tukwila Chevron Food Mart South 146th Street and Pacific Highway South Tukwila, Washington Project No. 'T-3617 Terra Associates, •Inc. . ordameakerhaggaingtoongoieat aminggrimaymoki „ . . RECEIVED CM OF TUKWILA MAI 2 9 1997 PERMIT CENTER Prepared for: • Lakha Investment Company c o Barghausen Consulting Engineers, Inc. Kent, Washington ‘,010 May 23, 1997 bq • 0 1 3 .•1ct Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences r : Fp; 'I! • .„. Mr. Andy Lakha Lakha Investment Company c/o Ms. Lori Hoover Barghausen Consulting Engineers, Inc. 18215 — 72nd Avenue South Kent, Washington 98032 Subject: Geotechnical Report Tukwila Chevron Food Mart South 146th Street and Pacific Highway South Tukwila, Washington Reference: Letter, Preliminary Geotechnical Evaluation, Project No. T-3617, by Terra Associates, Inc. dated April 22, 1997 Dear Mr. Lakha: As requested, we have completed a geotechnical engineering study for the subject project. Our work included exploring subsurface soil and groundwater conditions at the site and developing geotechnical engineering recommendations for project design and construction. Based on our field exploration, soils at the site consist of native sandy silt or silty sand underlying a maximum 12 feet of fill. The fill is composed of a dark brown silty sand to sandy silt and contains organic and construction debris. In our opinion, the fill will not be suitable for support of conventional spread footing foundations. Therefore, we recommend supporting the buildings and canopy on drilled piers or driven piles that gain end- bearing support on the competent native soils underlying the fills. If settlement of floor slabs and exterior concrete slabs cannot be tolerated, they should also be supported on piers or piles. Detailed recommendations addressing these issues, as well as other geotechnical considerations, are provided in the following report. We trust the information presented is sufficient for your current needs. If you have any questions or need additio on, please call. ExPlass 12525 Wil lows s Road, TERRA ASSOCIATES, Inc. Suite 101, Kirkland, Washington 98034 • Phone (425) 821-7777 May 23, 1997 Project No. T-3617 • • 1.0 Project Description 2.0, Scope of Services 3.0 Site Conditions 3.1 Surface • 3.2 Subsurface • 3.3 Groundwater 3.4 Seismic Condition 4.0 1 Discussion and Recommendations 4.1 General 4.2 Site Preparation and Grading • • 4.3 Foundations • 4.4 'Drilled Piers or Augercast Piles 4.5 Pipe Piles • 4.6 Slab-on-grade 43 Retaining Walls 4.8 Utilities 4.9 Drainage 4:10 Pavements Additional Services . Limitations Fi gures • Vicinity Map • Exploration Location Plan Appendix ' Field Exploration and Laboratory Testing (i) 2.0 SCOPE OF SERVICES Geotechnical Report Tukwila Chevron Food Mart South 146th Street and Pacific. Highway South Tukwila, Washington 1.0 PROJECT DESCRIPTION The project will consist of constructing a Chevron gas station and food mart. The approximate location of the site is shown on the Vicinity Map, Figure 1. A site plan prepared by Barghausen Consulting Engineers, Inc. dated March 14, 1997 indicates the main building will be located adjacent the northeast corner of the site with its floor established at Elev. 320. Pump islands with a canopy are planned in the western portion of the site and underground fuel storage tanks will be located south of the main building: A retaining wall will be constructed around the northeast corner of the site to support about eight feet of fill required to achieve desired grade around the building. The recommendations contained in the following sections of this report are based on our understanding of the above design features. If actual features vary or changes are made, we should review them in order . to modify our recommendations, as required. We should review final design drawings and construction specifications to verify that our recommendations have been properly interpreted and incorporated into project design. On April 30, 1997, we excavated five test pits at the subject property to depths of 10 to 13 feet below existing grade. Using information obtained from the subsurface exploration and laboratory testing, we conducted engineering analyses to develop geotechnical recommendations for project design and construction. Specifically, this report addresses the following: • Soil and groundwater conditions • Site preparation and grading • Foundations • Floor slabs n J :g Ak131. :,'„'•sOevia iaare ira uxsrswrauzu tEOrw>inawvu vorsmi tVcamtia,* Retaining walls Drainage Utilities • Pavements 3.0 SITE CONDITIONS 3.1 Surface The site is located near the southeast corner of Pacific Highway South and South 146th Street in Tukwila, Washington. This site is bounded by Pacific Highway South along the west, a rental company .building to the north, and residential and commercial buildings to the south and east. The site is currently vacant with surface vegetation consisting of some brush and grass. Surface grades over most of the site are relatively level and have been created by previous site grading activity. This site grading activity has created an eight to ten -foot high embankment along the site's eastern and northern margins. This embankment slopes downward with gradients of about 1:1 to 2:1 (Horizontal:Vertical). 3.2 Subsurface The soil conditions we observed at the test pits excavated on -site generally confirm that previous grading activity has occurred at the site. The soils we observed at the test pits consisted of 8 to 12 feet of fill overlying the native soils. The fill is composed primarily of dark brown and black silty sand and contains shredded wood, brick debris, pockets of soft clay and silt, and some gravel and cobbles. The fill was noted to be in a loose and compressible condition and is characterized by an organic odor. The native soils found under the fill were composed of medium dense to dense silty sand and sandy silt. The approximate test pit locations are shown on the Exploration Location Plan, Figure 2. The preceding discussion intended as a general review of the soil conditions encountered. For a more detailed description, please refer to the Test Pit Logs in Appendix A. 3.3 Groundwater Page No. 2 Project No. T -3617 May 23, 1997 We observed Tight to moderate groundwater seepage at the test pits at depths of 10 to 12 feet below existing grade. The seepage was generally observed at the contact of the fills and underlying native soils. Fluctuations in groundwater seepage levels will occur on a seasonal and annual basis. Typically, groundwater seepage reaches maximum levels during, and shortly after, the wet winter months. 3.4 Seismic Condition 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 General 4.2 Site Preparation and Grading Page No. 3 Project No. T -3617 May 23, 1997 The Puget Sound area falls within Seismic Zone 3 as classified by the Uniform Building Code (UBC). Based on the soil conditions encountered and the local geology from Table 16 -J of the 1994 UBC, a site coefficient of 1.5 should be used in design of the structures. Due to the relatively dense or stiff nature of the native soils encountered beneath the fills, we believe the risk for soil liquefaction is minimal. In our opinion, the existing fills at the site will not be suitable for support of conventional spread footing foundations. Given the depth of the fill, it does not appear reasonable to overexcavate these fills and gain foundation support on the underlying native soils or on structural fill replacing the existing fill. Therefore, we recommend supporting the buildings and canopy foundations on piles or drilled piers. It will be possible to improve the condition of the upper fill soils to gain suitable immediate support for building floor slabs and exterior concrete pavements. However, they will be subject to settlement because of the compressible nature of the existing fill soils. If settlement cannot be tolerated, they should also be supported on piling. The following sections provide detailed recommendations regarding the above issues, as well as other geotechnical site considerations. To prepare the site for construction, vegetation and other deleterious surface materials should be stripped and removed from the site. Following stripping, to prepare the asphalt pavement subgrade and concrete slab subgrades, if not pile - supported, we recommend overexcavating three feet of the existing fill and replacing it with structural fill. Once excavated, prior to restoring grade, the exposed subgrade should be thoroughly compacted to consolidate the remaining fill depth as much as possible. A representative of Terra Associates, Inc. should observe the overexcavation and compaction operations. The existing fills were noted to be in a wet condition and, in areas, were noted to contain organic and construction debris. Excavated soils which are relatively free of organic and construction debris can be reused as structural fill, provided its moisture content will allow for proper placement and compaction. At the time of our exploration, the fills were noted to be wet. Therefore, if reused, the contractor should be prepared to dry them back by aerating during dry weather conditions. Alternatively, the use of cement or lime to stabilize the wet soil can be considered. U.S. Sieve Size Percent Passing (by weight) 3 inches (maximum aggregate) 100 No. 4 75 maximum No. 200 5 maximum* . 4.3 Foundations * Based on the 3/4 inch fraction. Terra Associates, Inc. should examine and test the material prior to use as structural fill on the site. Page No. 4 Project No. T -3617 May 23, 1997 If grading takes place during wet weather, existing soils will not be suitable for use as structural fill. Therefore, during wet weather, we recommend importing a granular soil that meets the following grading requirements: Structural fill should be placed in uniform loose layers not exceeding 12 inches. Each layer should be compacted to a minimum of 95 percent of the soil's maximum dry density as determined by ASTM Test Designation D -698 .(Standard Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this ASTM standard. As noted, it is our opinion that the existing fills will not provide suitable support for conventional spread footing foundations. Therefore, we recommend supporting the building and canopy foundations on drilled piers or piles. If floor slab and exterior concrete pavement settlements of one to two inches cannot be tolerated, they should also be supported on piers or piling. Economical pile types which can be considered include augercast or small- diameter pipe piles, commonly referred to as pin piles. Recommendations for these piling types, as well as drilled piers, are provided in the following sections. As noted, we recommend that pile tip elevations extend a minimum of five feet into the underlying competent native soils. Based on our knowledge of site geology and the information from our test pits, we expect that pile tip elevations will need to extend to a depth of 20 feet below existing surface grade. Our test pits did not extend to this depth and were generally terminated in native soil conditions at depths of 12 to 13 feet below existing grade. Therefore, to verify required pile lengths or drilled pier depths, we recommend drilling one test boring at the site to a depth of 25 feet below the current site grade. Pier/Pile Diameter (inches) Allowable Axial Capacity (tons) Allowable Lateral Capacity (tons) 12 20 . 0.5 16 30 0.8 20 40 1 24 50 1.5 4x $o-r. ''Ai 4.4 Drilled Piers or Augercast Piles Page No. 5 - ......, » , ..... w , .,.....u+ , .++...r.wFrao-+. .rxauvoamnrt u. 1.1:T n,• Project No. T -3617 May 23, 1997 We recommend that drilled piers or augercast piles extend to a minimum depth of 20 feet below existing site grade. At this depth, end - bearing support should be obtained in dense to very dense silty sand. With support obtained in this manner, the following axial and lateral capacities would be available for design: The above allowable capacities are provided with a safety factor of two. The allowable lateral capacity, as listed in the above table, is controlled by the condition of the existing fill soils. The point of fixity will occur near the contact of the fill with the underlying competent native soil. For design of reinforcing steel, we recommend that the point of fixity be considered at a depth of 15 feet below existing surface grade. The use of drilled piers versus augercast piling will depend on whether the drilled shafts will remain in an open condition without soil collapse for a sufficient amount of time to allow for concrete placement. If caving of the open holes occurs, it will be necessary to either use casing or appropriate slurry methods to prevent soil collapse. Prior to going into full production with drilled pier construction, we recommend drilling two test piers on the site to determine if this construction procedure is applicable without casing or slurry. If significant soil collapse is observed, augercast piling should be considered. Augercast piles are typically used where significant soil caving conditions exist. The pile is constructed using a hollow stem auger. The auger is advanced to the desired bearing elevation and then grout is pumped into the auger. Once a sufficient head of grout has developed at the perimeter of the auger flites, the auger is slowly extracted with uniform grout pumping continued to maintain the grout head and form a grout column. Reinforcing steel is then installed according to the structural design requirements. The pressure used to inject the grout and construct the pile column will compress the soils immediately adjacent the pile. As a result, the amount of grout needed to form the pile will be greater than the computed grout volume. For estimating purposes, we suggest increasing the computed grout volume by 50 percent for that portion of the pile extending through the fill soils. Also, the installation sequence should be such that consecutive piles are constructed at a minimum spacing of five pile diameters. Once the grout has achieved its initial set, usually in 24 hours, installation between these locations can be completed. 1 4.5 Pipe Piles 4.6 Slab -on -grade 4.7 Retaining Walls • . •• ........... , ... , .... , . , ...».......v.... „„ .....-....... , ..... , - , . xe... a.. < „n.,.ww,.,•s*.en.nrra,iu...v<• ice.« r, m. e+ va.+.. awrrrr .fYa..�er�nuun+W.^l.'.r�A:Y.; Va: Ct.' 7�it><!tKAdstrKSl"��GY;Y3it%T.t Project No. T -3617 May 23, 1997 The auger should be extracted slowly and uniformly below a sufficient and consistent head of grout. If the auger is extracted too quickly, the pile may neck down and soil may collapse in the pile, reducing its structural integrity. At a point along the injection line, the piling contractor should use a pressure gauge to monitor the grout pressure during construction. The amount of grout used in forming the pile should also be determined and documented. As an alternative to drilled piers or augercast piling, you can consider using small- diameter pipe piles. We . recommend using a four -inch diameter pipe pile that is driven to refusal using an 850 -pound hydraulic hammer. Pile refusal should be considered as Tess than one inch of penetration after 15 seconds of continuous driving. We estimate that the pipe pile lengths will be 20 to 25 feet below existing surface grades. Pipe piles driven to this criteria can be designed for an allowable axial load of ten tons. Because of the upper fill soils and the slenderness of the pile, the pipe pile will have limited lateral capacity. Therefore, where resistance to lateral loading is required, the pipe piles should be installed at a batter. If floor slabs are constructed at grade, they should be supported on a subgrade prepared as recommended in the Site Preparation and Grading section. Immediately below the floor slab, we recommend placing a minimum four -inch thick capillary break layer of clean, free - draining sand or gravel that has Tess than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, a durable plastic membrane should be placed on the capillary break layer. The membrane should be covered with at least two inches of clean, moist sand to guard against damage during construction and to aid in the curing of the concrete. A retaining wall will be constructed to support fill materials needed to establish desired construction grades along the north and east side of the site. The type of retaining wall being considered is a segmental block wall with reinforced structural fill. With structural fill placed and compacted as recommended in the Site Grading and Preparation section, for design of the wall system, we recommend using a soil unit weight of 130 pounds per cubic foot (pcf) and a soil internal friction angle of 36 degrees. These values would apply to both the reinforced and retained soil zones. The wall foundation must be established on firm competent native soils or structural fill. For design, an allowable bearing capacity of 2,500 pounds per square foot (psf) can be used. Page No. 6 �.�f4i?ubne}ivti h53.iiG: C L L L L L 4.8 Utilities 4.9 Drainage 4.10 Pavements Page No. 7 Project No. T -3617 May 23, 1997 Utility pipes should be bedded in backfill in accordance with American Public Works Association (APWA) or City of Tukwila specifications. Before installing bedding and utility pipes, the existing fill below the pipe invert should be compacted to a firm condition. If the pipe subgrade remains unstable, overexcavation and replacement with suitable structural fill may be required to gain suitable site support. This condition should be closely evaluated by observation when utility construction takes place. Existing fills which contain excessive organic or construction debris will not be suitable for reuse as utility trench backfill. Utility trench backfill should consist of a structural fill as outlined in the Site Preparation and Grading section. Final exterior grades should promote free and positive drainage away from the building site and pavements at all times. Water must not be allowed to pond or collect adjacent foundations or within the immediate building area. We recommend providing a gradient of at least three percent for a minimum distance of ten feet from the building perimeter, except in paved locations. In paved locations, a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent the structure. Considering that the building will be pile or pier- supported and paved to the building line, we do not believe perimeter foundation drains will be necessary. Pavements should be constructed on subgrades prepared as described in the Site Preparation and Grading section. Regardless of the degree of compaction efforts achieved, the subgrade must be firm and relatively unyielding before paving. The subgrade should be proofrolled with heavy construction equipment to verify this condition. The pavement design section is dependent on the supporting capability of the subgrade soils and the traffic conditions to which it will be subjected. We understand traffic will likely consist of light passenger and commercial vehicles with only occasional heavy traffic in the form of moving trucks and trash removal vehicles. Based on this information, with a stable subgrade prepared as recommended, we recommend the following pavement sections: • Two inches of asphalt concrete (AC) over six inches of crushed rock base (CRB) • Two inches of AC over four inches of asphalt treated base (ATB) The paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Class B asphalt concrete, CRB, and ATB. Long -term pavement performance will depend on surface drainage. A poorly- drained pavement section will be subjected to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimal performance, we recommend surface drainage gradients of at least two percent. Some degree of longitudinal and transverse cracking of the pavement surface should be expected over time Regular maintenance should be planned to seal cracks as they occur. 5.0 " • ADDITIONAL SERVICES Terra Associates, Inc. should review the final design drawings and construction specifications to verify that earthwork and foundation recommendations have been properly interpreted and implemented in project design and construction.. We should also provide geotechnical services during construction in order to observe compliance with the geotechnical recommendations from this report This will also allow design changes if subsurface conditions differ from those anticipated prior to the start of construction. 6.0. LIMITATIONS • We prepared this report in accordance with generally accepted geotechnical engineering practices. This report is intended for specific application to the Tukwila Chevron Food Mart project and is for the exclusive use of . Lakha Investment Company, Barghausen Consulting Engineers, Inc., and their authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report are based on the data obtained from the test pits excavated on the site. The nature and extent of variations in the test pits may not become evident until construction. If variations then appear evident, we should be allowed to reevaluate the recommendations presented in this report prior to proceeding with construction. Page No. 8 Project No. T -3617 May 23, 1997 REFERENCE: THE THOMAS GUIDE, KING COUNTY, WASHINGTON, PAGE 655, 1997 EDITION. TERRA • ■•••• " ASSOCIATES ' otechnical Consultants VICINITY MAP TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No.3617 I Date MAY 1997 I Figure 1 • ! 111111111 11111111111111111111111 TERRA ASSOCIATES Geotechnical Consultants APPROXI 40 0 LEGEND: APPROXI REFERENCE: LANDSCAPE P BARGHAUSEN JOB No. 5781 TERRA ASSOCIATES Geotechnical Consultants APPROXIMATE SCALE 0 40 80 feet LEGEND: 1 'APPROXIMATE TEST PIT LOCATION REFERENCE: LANDSCAPE PLANTING PLAN PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., JOB No. 5781, SHEET L1, DATED 3/14/97. EXPLORATION LOCATION PLAN TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No. 3617 I Dote MAY 1997 1 Figure 2 . • ", „ , • , • , 1 , L L 1_ . • • APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Tukwila Chevron Food Mart Tukwila, Washington We performed our field exploration on April 30, 1997. Subsurface conditions at the site were explored • ,by eXcavating five test pits to depths of 10 to 13 feet below existing surface grade. The approximate locations of the test pits are shown on Figure 2. • A geotechnical engineer from our firm continuously observed the field exploration and classified the soils encountered, maintained a log of each test pit, obtained representative soil samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System described on Figure A-1. The Test Pit Logs are attached as Figures A-2 through A-4. The soil classifications shown on these figures represent our interpretation of the field logs and reflect the results of visual examinations and laboratory tests performed on samples obtained from the test pits. . Representative soil samples collected from the test pits were placed in closed containers and taken to our laboratory for further examination. The moisture content of each soil sample was determined and sieve analyses were performed on two selected representative samples. The results are shown on the Test Pit Logs. Project No. T-3617 MAJOR DIVISIONS LETTER SYMBOL TYPICAL DESCRIPTION COARSE GRAINED SOILS More than 50% material larger than No. 200 sieve size GRAVELS More than 50% of coarse fraction is larger than No. 4 sieve Clean Gravels (less than 5% fines) GW WeII- graded gravels, gravel -sand mixtures, little or no fines. GP Poorly- graded gravels, gravel -sand mixtures, little or no fines. Gravels with fines GM Silty gravels, gravel- sand -silt mixtures, non - plastic fines. GC Clayey gravels, gravel- sand -clay mixtures, plastic fines. SANDS More than 50% of coarse fraction is smaller than No. 4 sieve Clean Sands (less than 5% fines) SW WeII- graded sands, gravelly sands, little or no fines. SP Poorly - graded sands or gravelly sands, little or no fines. Sands with fines SM Silty sands, sand -silt mixtures, non - plastic fines. SC Clayey sands, sand -clay mixtures, plastic fines. FINE GRAINED SOILS More than 50% material smaller than No. 200 sieve size SILTS AND CLAYS Liquid limit is Tess than 50% ML Inorganic silts, rock flour, clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity, (lean clay). OL Organic silts and organic clays of low plasticity. SILTS AND CLAYS Liquid limit is greater than 50% MH Inorganic silts, elastic. CH Inorganic clays of high plasticity, fat clays. OH Organic clays of high plasticity. HIGHLY ORGANIC SOILS PT Peat. DEFINITION OF TERMS AND SYMBOLS SAND or GRAVEL Standard Penetration Density Resistance in Blows /Foot T 2" OUTSIDE DIAMETER SPLIT 1 SPOON SAMPLER 2. INSIDE DIAME RNG AMPLE S OR SHELBY TUBE SAMPLER Y WATER LEVEL (DATE) Tr TORVANE READINGS, tsf Pp PENETROMETER READING, tsf DD DRY DENSITY, pounds per cubic foot LL LIQUID LIMIT, percent PI PLASTIC INDEX N STANDARD PENETRATION, blows per foot Very loose 0-4 Loose 4 -10 Medium dense 10 -30 Dense 30-50 Very dense SILT or CLAY Standard Penetration Consistency Resistance in Blows /Foot Very soft 0 - Soft 2-4 Medium stiff 4 - Stiff 8 -16 Very stiff 16 -32 Hard >32 ASSOCIATES TERRA Geotechnical Consultants UNIFIED SOIL CLASSIFICATION SYSTEM TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON � � � ., • : • .. . Proj. No. T -3617 Date May 1997 Figure A -1 t. L 1 1 1 1 Logged by: JW Date: 4/30/97 Depth (ft.) 0 5 10 15 5 10 15 FILL: Brown silty SAND, organic odor, brick debris, shredded wood, some gravels, loose to medium dense, wet. Brown silty SAND, medium grained, some gravels, medium dense, wet. (SM) 13 25 11 Test pit terminated at 12.5 feet. Moderate groundwater seepage encountered at 10 feet during excavation. Logged by: JW Date: 4/30/97 Depth (ft.) 0 FILL: Brown silty SAND and sandy SILT, organic odor, some scattered gravels, loose and soft, wet. Gray -green sandy SILT, some gravels, medium stiff, wet. (ML) 9 24 22 Test pit terminated at 13 feet. Moderate groundwater seepage encountered at 10 feet during excavation. TERRA ASSOCIATES Geotechnical Consultants Test Pit No. TP -1 Soil Description • Test Pit No. TP -2 Soil Description Proj. No. T -3617 Approximate Elev. 320 Moisture Content ( %) Approximate Elev. 320 Moisture Content ( %) TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Date May 1997 Figure A -2 - - - - FILL: Dark brown silty SAND, medium grained, some gravels and occasional cobbles, brick debris, organic odor, loose to medium dense, wet. 13 - 16 G y -green sandy SILT, medium stiff, wet. (ML) 23 - Test pit terminated at 13 feet. Light groundwater seepage encountered at 12 feet during excavation. L L L L r. L L L • Logged by: JW Date: 4/30/97 Depth (ft.) 0 Logged by: JW Date:. 4/30/97 Depth (ft.) 0 5 10 15 TERRA ASSOCIATES Geotechnlcal Consultants Test Pit No. TP -3 Soil Description Approximate Elev. 319.5 Moisture Content ( %) Test Pit No. TP -4 Soil Description Proj. No. T -3617 Approximate Elev. 319.5 Moisture Content ( %) FILL: Dar brown silty SAND and gray SILT, some gravels, organic odor, loose and soft, wet. Gray -green sandy SILT, medium stiff, wet. (ML) 15 16 Test pit terminated at 12 feet. Light groundwater seepage encountered at 10 feet during excavation. TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Date May 1997 Figure A -3 - - - _ FILL: Dark brown silty SAND and SILT, organic odor, some gravels, loose and soft, wet. 21 . 23 _ _ - Gray brown SILT, mottled, some iron stains, medium dense, wet. (ML) . Test pit terminated at 10 feet. Moderate groundwater seepage encountered at 8 feet during excavation. i i i L Logged by: JW Date: 4/30/97 Depth (ft.) 0 10 Test. Pit No. TP -5 Soil Description Approximate Elev. 319.5 Moisture Content l % ) TERRA ASSOCIATES Geotechnlcal Consultants TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No. T-3617 Date May 1997 Figure A-4 1 1 SIEVE ANALYSIS 100 90 80 70 60 50 40 30 20 10 0 (� Q d O o v C, SIZE OF OPENING IN INCHES J NUMBER OF MESH PER INCH, U.S. STANDARD ? W � •-• � C.71 \ N N. - . 0, N tD .. CO O) 4 W N 0 0 O O O 0 0 CO O 4 W N 0 1 1 1 1 ! 11 1 1 1 !l 1 1 1 1 1 1 1 1 1 1 • CD Os W N — O O GRAIN SIZE IN MILLIMETERS c g b b b b Os . W N W N og g g g g W N 90 p p p p p p100 O 0 a ♦ W N I COBBLES I COARSE I FINE COARSE 1 MEDIUM 1 FINE L I ND 1 FINES 1 10 20 P1 30 c7 m 40 c) 0 50 w 60 03 70 m G) 80 Key • 0 Boring or Test Pit TP -1 TP -3 Depth (ft.) 11.0 12.0 US CS SM ML Description silty SAND with gravel sandy SILT I HYDROMETER ANALYSIS I GRAIN SIZE IN MM Moisture Content (%) LL PL .. . • Itstossitt.5.50; 4.00. .. ''' ''' . '' • . . i,' :'::,,'..:',A • :, - ' , .:',W,',5' ,., PAY ,,,. r:* V .,.7.,,' f : 4. 4 ,.,::: . . . . . . . . . , .. . R E: C iiVIE: D . . . . „ . •,:l I it, 2 8 i ROBERT FOS$AVKAS • Vi'l . ."" GEOTECHNICAL REPORT 4 ,. Tukwila Chevron Food Mart South 146th Street and Pacific Highway South Tukwila, Washington Project No. T-3617 Terra Associates, Inc. Osky • A,A • tti Prepared for: Lakha investment Company c/o Barghausen Consulting Engineers, Inc. Kent, Washington • May 23, 1997 Mr. Andy Lakha Lakha Investment Company c/o Ms. Lori Hoover Barghausen Consulting Engineers, Inc. 18215 — 72nd Avenue South Kent, Washington 98032 Subject: Geotechnical Report Tukwila Chevron Food Mart South 146th Street and Pacific Highway South Tukwila, Washington Reference: Letter, Preliminary Geotechnical Evaluation, Project No. T -3617, by Terra Associates, Inc. dated April 22, 1997 Dear Mr. Lakha: As requested, we have completed a geotechnical engineering study for the subject project. Our work included exploring subsurface soil and groundwater conditions at the site and developing geotechnical engineering recommendations for project design and construction. Based on our field exploration, soils at the site consist of native sandy silt or silty sand underlying a maximum 12 feet of fill. The fill is composed of a dark brown silty sand to sandy silt and contains organic and construction debris. In our opinion, the fill will not be suitable for support of conventional spread footing foundations. Therefore, we recommend supporting the buildings and canopy on drilled piers or driven piles that gain end - bearing support on the competent native soils underlying the fills. If settlement of floor slabs and exterior concrete slabs cannot be tolerated, they should also be supported on piers or piles. Detailed recommendations addressing these issues, as well as other geotechnical considerations, are provided in the following report. We trust the information presented is sufficient for your current needs. If you have any questions or need additio °_ on, please call. TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 -7777 May 23, 1997 Project No. T -3617 Figures 1.0 Project Description 2.0: Scope of Services 3.0 Site Conditions . 3.1 Surface 3.2 Subsurface • 3.3 Groundwater 3.4 Seismic Condition Discussion and Recommendations 4.1 General 4.2 Site Preparation and Grading 4.3 Foundations 4.4 Drilled Piers or Augercast Piles 4.5 Pipe Piles 6 4.6 Slab-on-grade 4.7 Retaining Walls 6 4.8 Utilities 7 4.9 Drainage 7 4.10 Pavements 7 5.0 • Additional Services 6.0 Limitations Vicinity Map Exploration Location Plan Appendix Field Exploration and Laboratory Testing TABLE OF CONTENTS 6 8 8 Figure 1 Figure 2 Appendix A (i) 1.0 PROJECT DESCRIPTION 2.0 SCOPE OF SERVICES • Soil and groundwater conditions • Site preparation and grading • Foundations • Floor slabs Geotechnical Report Tukwila Chevron Food Mart South 146th Street and Pacific Highway South Tukwila, Washington The project will consist of constructing a Chevron gas station and food mart. The approximate location of the site is shown on the Vicinity Map, Figure 1. A site plan prepared by Barghausen Consulting Engineers, Inc. dated March 14, 1997 indicates the main building will be located adjacent the northeast corner of the site with its floor established at Elev. 320. Pump islands with a canopy are planned in the western portion of the site and underground fuel storage tanks will be located south of the main building. A retaining wall will be constructed around the northeast corner of the site to support about eight feet of fill required to achieve desired grade around the building. The recommendations contained in the following sections of this report are based on our understanding of the above design features. If actual features vary or changes are made, we should review them in order to modify our recommendations, as required. We should review final design drawings and construction specifications to verify that our recommendations have been properly interpreted and incorporated into project design. On April 30, 1997, we excavated five test pits at the subject property to depths of 10 to 13 feet below existing grade. Using information obtained from the subsurface exploration and laboratory testing, we conducted engineering analyses to develop geotechnical recommendations for project design and construction. Specifically, this report addresses the following: Retaining walls • Drainage • . Utilities • Pavements 3.0 SITE CONDITIONS 3.1 Surface The site is located near the southeast corner of Pacific Highway South and South 146th Street in Tukwila, Washington. This site is bounded by Pacific Highway South along the west, a rental company building to the north, and residential and commercial buildings to the south and east. The site is currently vacant with surface vegetation consisting of some brush and grass. Surface grades over most of the site are relatively level and have been created by previous site grading activity. This site grading activity has created an eight to ten -foot high embankment along the site's eastern and northern margins. This embankment slopes downward with gradients of about 1:1 to 2:1 (Horizontal:Vertical). 3.2 Subsurface The soil conditions we observed at the test pits excavated on -site generally confirm that previous grading activity has occurred at the site. The soils we observed at the test pits consisted of 8 to 12 feet of fill overlying the native soils. The fill is composed primarily of dark brown and black silty sand and contains shredded wood, brick debris, pockets of soft clay and silt, and some gravel and cobbles. The fill was noted to be in a loose and compressible condition and is characterized by an organic odor. The native soils found under the fill were composed of medium dense to dense silty sand and sandy silt. The approximate test pit locations are shown on the Exploration Location Plan, Figure 2. The preceding discussion intended as a general review of the soil conditions encountered. For a more detailed description, please refer to the Test Pit Logs in Appendix A. 3.3 Groundwater We observed light to moderate groundwater seepage at the test pits at depths of 10 to 12 feet below existing grade. The seepage was generally observed at the contact of the fills and underlying native soils. Fluctuations in groundwater seepage levels will occur on a seasonal and annual basis. Typically, groundwater seepage reaches maximum levels during, and shortly after, the wet winter months. Page No. 2 Project No. T -3617 May 23, 1997 , t�§':�JYV k7 { ;S:1r✓t xr:Y•7 r:er,ue._.. 3.4 Seismic Condition The Puget Sound area falls within Seismic Zone 3 as classified by the Uniform Building Code (UBC). Based on the soil conditions encountered and the local geology from Table 16 -J of the 1994 UBC, a site coefficient of 1.5 should be used in design of the structures. Due to the relatively dense or stiff nature of the native soils encountered beneath the fills, we believe the risk for soil liquefaction is minimal. 4.0 DISCUSSION AND RECOMMENDATIONS 4.1 General In our opinion, the existing fills at the site will not be suitable for support of conventional spread footing foundations. Given the depth of the fill, it does not appear reasonable to overexcavate these fills and gain foundation support on the underlying native soils or on stnuctural fill replacing the existing fill. Therefore, we recommend supporting the buildings and canopy foundations on piles or drilled piers. It will be possible to improve the condition of the upper fill soils to gain suitable immediate support for building floor slabs and exterior concrete pavements. However, they will be subject to settlement because of the compressible nature of the existing fill soils. If settlement cannot be tolerated, they should also be supported on piling. The following sections provide detailed recommendations regarding the above issues, as well as other geotechnical site considerations. 4.2 Site Preparation and Grading Project No. T -3617 May 23, 1997 To prepare the site for construction, vegetation and other deleterious surface materials should be stripped and removed from the site. Following stripping, to prepare the asphalt pavement subgrade and concrete slab subgrades, if not pile - supported, we recommend overexcavating three feet of the existing fill and replacing it with structural fill. Once excavated, prior to restoring grade, the exposed subgrade should be thoroughly compacted to consolidate the remaining fill depth as much as possible. A representative of Terra Associates, Inc. should observe the overexcavation and compaction operations. The existing fills were noted to be in a wet condition and, in areas, were noted to contain organic and construction debris. Excavated soils which are relatively free of organic and construction debris can be reused as structural fill, provided its moisture content will allow for proper placement and compaction. At the time of our exploration, the fills were noted to be wet. Therefore, if reused, the contractor should be prepared to dry them back by aerating during dry weather conditions. Alternatively, the use of cement or lime to stabilize the wet soil can be considered. Page No. 3 U.S. Sieve Size Percent Passing (by weight) 3 inches (maximum aggregate) 100 No. 4 75 maximum . No. 200 5 maximum* . 4.3 Foundations If grading takes place during wet weather, existing soils will not be suitable for use as structural fill. Therefore, during wet weather, we recommend importing a granular soil that meets the following grading requirements: * Based on the 3/4 inch fraction. Terra Associates, Inc. should examine and test the material prior to use as structural fill on the site. Structural fill should be placed in uniform loose layers not exceeding 12 inches. Each layer should be compacted to a minimum of 95 percent of the soil's maximum dry density as determined by ASTM Test Designation D -698 (Standard Proctor). The moisture content of the soil at the time of compaction should be within two percent of its optimum, as determined by this ASTM standard. As noted, it is our opinion that the existing fills will not provide suitable support for conventional spread footing foundations. Therefore, we recommend supporting the building and canopy foundations on drilled piers or piles. If floor slab and exterior concrete pavement settlements of one to two inches cannot be tolerated, they should also be supported on piers or piling. Economical pile types which can be considered include augercast or small - diameter pipe piles, commonly referred to as pin piles. Recommendations for these piling types, as well as drilled piers, are provided in the following sections. As noted, we recommend that pile tip elevations extend a minimum of five feet into the underlying competent native soils. Based on our knowledge of site geology and the information from our test pits, we expect that pile tip elevations will need to extend to a depth of 20 feet below existing surface grade. Our test pits did not extend to this depth and were generally terminated in native soil conditions at depths of 12 to 13 feet below existing grade. Therefore, to verify required pile lengths or drilled pier depths, we recommend drilling one test boring at the site to a depth of 25 feet below the current site grade. Page No. 4 Project No. T -3617 May 23, 1997 Pier/Pile Diameter (inches) Allowable Axial Capacity (tons) Allowable Lateral Capacity (tons) 12 20 0.5 16 30 0.8 20 40 1 24 50 1.5 4.4 Drilled Piers or Augercast Piles We recommend that drilled piers or augercast piles extend to a minimum depth of 20 feet below existing site grade. At this depth, end - bearing support should be obtained in dense to very dense silty sand. With support obtained in this manner, the following axial and lateral capacities would be available for design: The above allowable capacities are provided with a safety factor of two. Page No, 5 Project No. T -3617 May 23, 1997 The allowable lateral capacity, as listed in the above table, is controlled by the condition of the existing fill soils. The point of fixity will occur near the contact of the fill with the underlying competent native soil. For design of reinforcing steel, we recommend that the point of fixity be considered at a depth of 15 feet below existing surface grade. The use of drilled piers versus augercast piling will depend on whether the drilled shafts will remain in an open condition without soil collapse for a sufficient amount of time to allow for concrete placement. If caving of the open holes occurs, it will be necessary to either use casing or appropriate slurry methods to prevent soil collapse. Prior to going into full production with drilled pier construction, we recommend drilling two test piers on the site to determine if this construction procedure is applicable without casing or slurry. If significant soil collapse is observed, augercast piling should be considered. Augercast piles are typically used where significant soil caving conditions exist. The pile is constructed using a hollow stem auger. The auger is advanced to the desired bearing elevation and then grout is pumped into the auger. Once a sufficient head of grout has developed at the perimeter of the auger flites, the auger is slowly extracted with uniform grout pumping continued to maintain the grout head and form a grout column. Reinforcing steel is then installed according to the structural design requirements. The pressure used to inject the grout and construct the pile column will compress the soils immediately adjacent the pile. As a result, the amount of grout needed to form the pile will be greater than the computed grout volume. For estimating purposes, we suggest increasing the computed grout volume by 50 percent for that portion of the pile extending through the fill soils. Also, the installation sequence should be such that consecutive piles are constructed at a minimum spacing of five pile diameters. Once the grout has achieved its initial set, usually in 24 hours, installation between these locations can be completed. Project No. T -3617 May 23, 1997 The auger should be extracted slowly and uniformly below a sufficient and consistent head of grout. If the auger is extracted too quickly, the pile may neck down and soil may collapse in the pile, 'reducing its structural integrity. At a point along the injection line, the piling contractor should use a pressure gauge to monitor the grout pressure during construction. The amount of grout used in forming the pile should also be determined and documented. 4.5 Pipe Piles As an alternative to drilled piers or augercast piling, you can consider using small - diameter pipe piles. We recommend using a four -inch diameter pipe pile that is driven to refusal using an 850 -pound hydraulic hammer. Pile refusal should be considered as less than one inch of penetration after 15 seconds of continuous driving. We estimate that the pipe pile lengths will be 20 to 25 feet below existing surface grades. Pipe piles driven to this criteria can be designed for an allowable axial load of ten tons. Because of the upper fill soils and the slenderness of the pile, the pipe pile will have limited lateral capacity. Therefore, where resistance to lateral loading is required, the pipe piles should be installed at a batter. 4.6 Slab -on -grade If floor slabs are constructed at grade, they should be supported on a subgrade prepared as recommended in the Site Preparation and Grading section. Immediately below the floor slab, we recommend placing a minimum four -inch thick capillary break layer of clean, free - draining sand or gravel that has less than three percent passing the No. 200 sieve. This material will reduce the potential for upward capillary movement of water through the underlying soil and subsequent wetting of the floor slab. Where moisture by vapor transmission is undesirable, a durable plastic membrane should be placed on the capillary break layer. The membrane should be covered with at least two inches of clean, moist sand to guard against damage during construction and to aid in the curing of the concrete. 4.7 Retaining Walls A retaining wall will be constructed to support fill materials needed to establish desired construction grades along the north and east side of the site. The type of retaining wall being considered is a segmental block wall with reinforced structural fill. With structural fill placed and compacted as recommended in the Site Grading and Preparation section, for design of the wall system, we recommend using a soil unit weight of 130 pounds per cubic foot (pcf) and a soil internal friction angle of 36 degrees. These values would apply to both the reinforced and retained soil zones. The wall foundation must be established on firm competent native soils or structural fill. For design, an allowable bearing capacity of 2,500 pounds per square foot (psf) can be used. Page No. 6 4.8 Utilities 4.9 Drainage 4.10 Pavements Utility pipes should be bedded in backfill in accordance with American Public Works Association (APWA) or City of Tukwila specifications. Before installing bedding and utility pipes, the existing fill below the pipe invert should be compacted to a firm condition. If the pipe subgrade remains unstable, overexcavation and replacement with suitable structural fill may be required to gain suitable site support. This condition should be closely evaluated by observation when utility construction takes place. Existing fills which contain excessive organic or construction debris will not be suitable for . reuse as utility trench backfill. Utility trench backfill should consist of a structural fill as outlined in the Site Preparation and Grading section. Final exterior grades should promote free and positive drainage away from the building site and pavements at all times. Water must not be allowed to pond or collect adjacent foundations or within the immediate building area. We recommend providing a gradient of at least three percent for a minimum distance of ten feet from the building perimeter, except in paved locations. In paved locations, a minimum gradient of one percent should be provided unless provisions are included for collection and disposal of surface water adjacent the structure. Considering that the building will be pile or pier - supported and paved to the building line, we do not believe perimeter foundation drains will be necessary. Pavements should be constructed on subgrades prepared as described in the Site Preparation and Grading section. Regardless of the degree of compaction efforts achieved, the subgrade must be firm and relatively unyielding before paving. The subgrade should be proofrolled with heavy construction equipment to verify this condition. The pavement design section is dependent on the supporting capability of the subgrade soils and the traffic conditions to which it will be subjected. We understand traffic will likely consist of light passenger and commercial vehicles with only occasional heavy traffic in the form of moving trucks and trash removal vehicles. Based on this information, with a stable subgrade prepared as recommended, we recommend the following pavement sections: • Two inches of asphalt concrete (AC) over six inches of crushed rock base (CRB) • Two inches of AC over four inches of asphalt treated base (ATB) The paving materials used should conform to the Washington State Department of Transportation (WSDOT) specifications for Class B asphalt concrete, CRB, and ATB. Page No. 7 "'` Project No. T -3617 May 23, 1997 ; Long-term pavement performance will depend on surface drainage. A poorly-drained pavement section will be subjected to premature failure as a result of surface water infiltrating into the subgrade soils and reducing their supporting capability. For optimal performance, we recommend surface drainage gradients of at least two percent. Some degree of longitudinal and transverse cracking of the pavement surface should be expected over time. Regular maintenance should be planned to seal cracks as they occur. 5.0 ADDITIONAL SERVICES • Terra Associates, Inc. should review the final design drawings and construction specifications to verify that earthwork and foundation recommendations have been properly interpreted and implemented in project design and construction. We should also provide geotechnical services during construction in order to observe compliance with the geotechnical recommendations from this report. This will also allow design changes if subsurface conditions differ from those anticipated prior to the start of • construction. 6.0 LIMITATIONS L) • Ploject No. T-3617 May 23, 1997 We prepared this report in accordance with generally accepted geotechnical engineering practices. This , report is intended for specific application to the Tukwila Chevron Food Mart project and is for the exclusive use of Lakha Investment Company, Barghausen Consulting Engineers, Inc., and their authorized representatives. No other warranty, expressed or implied, is made. The analyses and recommendations presented in this report are based on the data obtained from the test pits excavated on the site. The nature and extent of variations in the test pits may not become evident until construction. If variations then appear evident, we should be allowed to reevaluate the recommendations presented in this report prior to proceeding with construction. Page No. 8 J IC71,1 ► 2700 S 1677h ST sr S 16974 ST,_.. REFERENCE: THE THOMAS GUIDE, KING COUNTY, WASHINGTON, PAGE 655, 1997 EDITION. TERRA . ' ASSOCIATES 'eotechnical Consultants VICINITY MAP TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No.3617 1 Date MAY 1997 1 Figure 1 � II 1 1 1111111111411111111 1 1 1 1 e11 1 o ;21 ' . • '` ••• • • , .4. . , • k • • -ssro 3, 0,1 • : r : I ! •- • 1)4 CIP-i e 4 1 . 4 r , , • , TERRA ‘ ASSOCIATES '> . Consultants • APPR 0 • LEGEND: APPf REFERENCE: • • LANDSCAFI BARGHAUS JOB No. • I'Y! ' "otechnical Consultants TERRA ASSOCIATES APPROXIMATE SCALE. 0 40 LEGEND: 6 APPROXIMATE TEST PIT LOCATION 80 feet REFERENCE: LANDSCAFE PLANTING PLAN PREPARED BY BARGHAUSEN CONSULTING ENGINEERS, INC., JOB No. 5781, SHEET L1, DATED 3/14/97. EXPLORATION LOCATION PLAN TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No.3617 l Date MAY 1997 I Figure 2 APPENDIX A FIELD EXPLORATION AND LABORATORY TESTING Tukwila Chevron Food Mart Tukwila, Washington We performed our field exploration on April 30, 1997. Subsurface conditions at the site were explored by excavating five test pits to depths of 10 to 13 feet below existing surface grade. The approximate locations of the test pits are shown on Figure 2. A geotechnical engineer from our firm continuously observed the field exploration and classified the soils encountered, maintained a log of each test pit, obtained representative soil samples, and observed pertinent site features. All samples were visually classified in accordance with the Unified Soil Classification System described on Figure A -1. The Test Pit Logs are attached as Figures A -2 through A-4. The soil classifications shown on these figures represent our interpretation of the field logs and reflect the results of visual examinations and laboratory tests performed on samples obtained from the test pits. Representative soil samples collected from the test pits were placed in closed containers and taken to our laboratory for further examination. The moisture content of each soil sample was determined and sieve analyses were performed on two selected representative samples. The results are shown on the Test Pit Logs. Project No. T -3617 MAJOR DIVISIONS LETTER SYMBOL TYPICAL DESCRIPTION COARSE GRAINED SOILS More than 50% material larger than No. 200 sieve size GRAVELS More than 50% of coarse fraction is larger than No. 4 sieve Clean Gravels (less than 5% fines) GW Well- graded gravels, gravel -sand mixtures, little or no fines. GP Poorly- graded gravels, gravel -sand mixtures, little or no fines. Gravels w fine GM Silty gravels, gravel sand - silt mixtures, non - plastic fines. GC Clayey gravels, gravel- sand -clay mixtures, plastic fines. SANDS More than 50% of coarse fraction is smaller than No. 4 sieve Clean Sands (less than 5% fines) SW Well- graded sands, gravelly sands, little or no fines. SP Poorly- graded sands or gravelly sands, little or no fines. Sands with fines SM Silty sands, sand -silt mixtures, non - plastic fines. SC Clayey sands, sand -clay mixtures, plastic fines. FINE GRAINED SOILS More than 50% material smaller than No. 200 sieve size SILTS AND CLAYS Liquid limit is Tess than 50% ML Inorganic silts, rock flour, clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity, (lean clay). OL Organic silts and organic clays of low plasticity. SILTS AND CLAYS Liquid limit is greater than 50% MH Inorganic silts, elastic. CH Inorganic days of high plasticity, fat clays. OH Organic clays of high plasticity. HIGHLY ORGANIC SOILS PT Peat. DEFINITION OF TERMS AND SYMBOLS -J Q fx 0 o z Standard Penetration Density Resistance in Blows /Foot T 2" OUTSIDE DIAMETER SPLIT 1 SPOON SAMPLER ER RNG SAMPLER 1 2.4" INSIDE DIAMTE OR SHELBY TUBE SAMP 1 WATER LEVEL (DATE) T TORVANE READINGS, tsf Pp PENETROMETER READING, tsf DD DRY DENSITY, pounds per cubic foot LL LIQUID LIMIT, percent PI PLASTIC INDEX N STANDARD PENETRATION, blows per foot Very loose 0-4 Loose 4 -10 Medium dense 10 -30 Dense 30 - 50 Very dense >50 V `o i-- —' ' Standard Penetration Consistency Resistance in Blows /Foot Very soft 0 -2 Soft 2-4 Medium stiff 4 -8 Stiff 8 - 16 Very stiff 16 -32 Hard >32 TERRA ASSOCIATES Geotechnical Consultants UNIFIED SOIL CLASSIFICATION SYSTEM TUKWILA CHEVRON FOOD MART TUKVVILA, WASHINGTON �e ��� Proj. No. T -3617 Date May 1997 Figure A - Logged by: JW Date: 4/30/97 Depth (ft.) 0 10 15 5 10 15 ( Test Pit No. TP -1 Approximate Elev. 320 FILL: Brown silty SAND, organic odor, brick debris, shredded wood, some gravels, loose to medium dense, wet. Brown silty SAND, medium grained, some gravels, medium dense, wet. (SM) 13 25 11 Test pit terminated at 12.5 feet. Moderate groundwater seepage encountered at 10 feet during excavation. Logged by: JW Date: 4/30/97 Depth (ft.) 0 FILL: Brown silty SAND and sandy SILT, organic odor, some scattered gravels, loose and soft, wet. Gray -green sandy SILT, some gravels, medium stiff, wet. (ML) 9 24 22 Test pit terminated at 13 feet. Moderate groundwater seepage encountered at 10 feet during excavation. TERRA ASSOCIATES Geotechnical Consultants Soil Description Test Pit No. TP -2 Soil Description Proj. No. T -3617 Moisture Content ( %) Approximate Elev. 320 Moisture Content ( %) TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Date May 1997 Figure A -2 • Logged by: JW Date: 4/30/97 Depth (ft.) 0 10 15 Logged by: JW Date: 4/30/97 Depth (ft.) 0 5 10 15 TERRA ASSOCIATES Geotechnlcal Consultants Test Pit No. TP -3 Soil Description FILL: Dark brown silty SAND, medium grained, some gravels and occasional cobbles, brick debris, organic odor, loose to medium dense, wet. Gray -green sandy SILT, medium stiff, wet. (ML) 13 16 23 1 Test pit terminated at 13 feet. Light groundwater seepage encountered at 12 feet during excavation. Test Pit No. TP =4 Approximate Elev. 319.5 Soil Description FILL: Dar brown silty SAND and gray SILT, some gravels, organic odor, loose and soft, wet. Gray -green sandy SILT, medium stiff, wet. (ML) 15 16 Test pit terminated at 12 feet. Light groundwater seepage encountered at 10 feet during excavation. TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No. T -3617 Approximate Elev. 319.5 Moisture Content ( %) Moisture Content ( %) Date May 1997 Figure A -3 - - - - FILL: Dark brown silty SAND and SILT, organic odor, some gravels, loose and soft, wet. • . • 21 23 Y _ Gray brown SILT, mottled, some iron stains, medium dense, wet. (ML) • Test pit terminated at 10 feet. Moderate groundwater seepage encountered at 8 feet during excavation. Logged by: JW Date: 4/30/97 Depth (ft.) 0 5 10 Test Pit No. TP 5 Soil Description Approximate Elev. 319.5 Moisture Content TERRA ASSOCIATES Geotec hnic al Consultants TEST PIT LOGS TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON Proj. No. T-3617 Date May 1997 Figure A-4 A l am mum." 0810001,10, m, 11 7 0 z O w rn J V SIZE OF OPENING IN INCHES 1 NUMBER OF MESH PER INCH, U.S. STANDARD GRAIN SIZE IN MM 100 90 80 70 60 50 40 30 20 10 0 0) .�. w N - 41. CO N CO . ► 46 l 1 1 1 1 1 1 1 I 11 11 [ 1 cb 0) O O $ O O O CO CA .P Crl O -• OD CA a► W D O GRAIN SIZE IN MILLIMETERS C10 A W N COBBLES ! COARSE GRA FINE t COARSE 1 MEDIUM O 1 FINE 1 FINES 1 0 10 20 .. m 30 30 m 40 0 0 50 (i) 30 60 CO 70 m G) 80 90 100 °S S8 8 g Key 0 Boring or Test Pit TP -1 TP -3 Depth (ft.) 11.0 12.0 USCS SM ML SIEVE ANALYSIS Description silty SAND with grovel sandy SILT HYDROMETER ANALYSIS Moisture Content (7) LL PL • RECEIVED JUL 0 1 1997 fERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences C Mr. Andy Lakha Lakha Investment Company 9119 North Creek Parkway, Suite 101 Bothell, Washington 98011 Subject: Preliminary Geotechnical Evaluation Proposed Chevron Mini -mart South 146th Street and Pacific Highway South Tukwila, Washington Dear Mr. Lakha: PROJECT DEVELOPMENT subject lot. April 22, 1997 Project No. T -3617 RECEIVED CITY OF TUKWILA APR 2 41997 PERMIT CENTER At the request of Mr. Jay Grubb of Barghausen Consulting Engineers, we are providing geotechnical services for the proposed Chevron Mini -mart facility in Tukwila, Washington. To date, we have conducted a preliminary evaluation of the site conditions. The purpose of our work was to evaluate the likely soil conditions beneath the property and provide preliminary geotechnical recommendations for design and construction of the facility. A detailed geotechnical study will be conducted shortly to provide site - specific design recommendations. The proposed facility will be located near the southeast corner of Pacific Highway South and South 146th Street in Tukwila. The new building will be a single -story structure located in the northeast corner of the irregularly - shaped 150 -foot by 190 -foot lot. The fuel storage tanks will be placed in the southeast quadrant of the lot with the canopy and pump islands situated in the western portion. Some regrading of the existing eastern slopes is anticipated and the construction of a three to four -foot high rockery along the toe of the slope is planned. Parking will also be constructed along the eastern side of the lot. Foundation loads for the new building are expected to be in the light to moderate range. The property is currently vacant and is covered with small brush and grass. A rental company building is located north of the site. Several other buildings are located on adjacent properties immediately south and east of the bri-0 Pq&oioz 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 : Mr. Andy Lakha April 22, 1997 ANTICIPATED SOIL CONDITIONS Based on our review of the King County soils map and on our experience in the area, we anticipate that fills underlie portions of the lot or all of it. Below the fills, medium dense to very dense sands and gravels with varying amounts of silt are expected. We have worked on several sites in the site vicinity and have encountered glacial till soils as the naturally occurring materials at depth. Light groundwater seepage may be encountered at depth. We anticipate that the medium dense to dense native soils below the fills will provide adequate foundation support for the proposed building. The specific depth to these bearing soils and allowable soil bearing capacities will be determined during our detailed geotechnical engineering study. SUMMARY Based on our review, it appears feasible to construct the proposed Chevron Mini -mart facility on the lot. Because portions of the lot are probably underlain by uncontrolled fills, it will be necessary to deepen footings to obtain support for new footings below the old fills. Other foundation support options can also be used based on specific fill depths and the construction costs involved. The potential for moderately high winter groundwater levels should be considered for the construction of the building. Provisions for permanent subsurface drainage below the buildings and in other areas may be required. Based on our review, it appears that the excavation for footings for the new building may need to be deepened adjacent to the proposed structural fill slopes. The building is located at the top of a new 2:1 (Horizontal:Vertical) fill slope descending to the north and the east. Deeper footing embedment will provide lateral support for new footings and reduce the potential for stresses caused by creeping. The presence of fills under the site will also affect the preparation of the pavement subgrades. We will conduct a geotechnical engineering study for the project for use in preparing detailed final plans and construction specifications. If you have any questions regarding our preliminary findings or conclusions, please call. Sincerely you TERRA AS Ani Butail, P. President PKB /AB:ts Ern :; 1219/ Q 1 cc: Mr. Jay Grubb, Barghausen Consulting Engineers, Inc. Project No. T -3617 Page No. 2 . .�.'. •� COPY q- co H lvo Imo OUR JOB NO. 5781 APRIL 24, 1997 Prepared By: 'EXPIRES loilo/cm 1 BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 RECEIVED CITY OF TUKWILA (206) 251-6222 APR 2 4 1997 PERMIT CENTER t: CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES 097 P444.0102. .2 RUNOFF CURVE NUMBERS .... . TABLE OF CONTENTS 1.0 - : GENERAL INFORMATION ............... 2.0 STORMWATER QUANTITY CONTROL . 2 01 DELINEATION OF DRAINAGE BASIN :... 2.3 TIME OF CONCENTRATION ....... ... . .. • . 2:4 SOILS 3:0 STORMWATER QUALITY CONTROL .... 4.0 CONVEYANCE ............ . . . . . FIGURES FIGURE 1 VICINITY MAP FIGURE 2 PRE- DEVELOPMENT CONDITIONS MAP FIGURE 3 POST- DEVELOPMENT CONDITIONS MAP APPENDIX APPENDIX A HYDROLOGY COMPUTATIONS APPENDIX B PIPE CONVEYANCE AND OIL /WATER SEPARATOR CALCULATIONS c 1.0 GENERAL INFORMATION The proposed project consists of developing approximately 0.63 acres into a Chevron Food Mart facility. The site is located approximately 100 feet south of the southeast corner of South 146th Street and Pacific Highway South, within the jurisdiction of the City of Tukwila (see Figure 1 - Vicinity Map). The site is currently undeveloped and consists chiefly of fill material, with a small amount of vegetation along the perimeter of the site. The majority of the site is bare ground, and the site is accessible from Pacific Highway South. Currently, the majority of the site drains toward Pacific Highway South in a northerly direction. However, a portion along the northern perimeter and the eastern perimeter drains toward the property lines and away from the site. The ultimate discharge point for runoff from the site is Gilliam Creek. This proposal requires the removal of all vegetation and regrading of the site. The new development will be a Chevron Food Mart and pump island surrounded by appropriate parking areas, drive aisles, and landscaping. The project's development will increase the impervious surface area of the property, consequently increasing the stormwater runoff. However, during a 100 -year storm event between the pre - developed and developed conditions, less than 0.5 cfs difference occurs in the peak rate runoff. Therefore, detention is not required as dictated by the King County Stormwater Management Manual. 2.0 STORMWATER QUANTITY CONTROL See Appendix A for the basin summary showing the two hydrographs calculated to determine the rate of flow during the 100 -year pre - developed and 100 -year post- developed conditions. The developed conditions increased by 0.14 cfs of peak rate runoff for this site and, therefore, detention is not required. 2.1 DELINEATION OF DRAINAGE BASIN 2.2 RUNOFF CURVE NUMBERS Page 1 of 2 M14. 14 4 By using the boundary and topographic survey prepared by our office (see Figure 2), the tributary area has been identified. The site consists of two drainage basins, however, the vast majority of the site flows northwesterly towards Pacific Highway South. The remainder of the site, approximately 0.14 acres, drains toward a rockery located on the north and east property lines of the site where it will be collected and conveyed to South 146th Street to the same drainage system utilized by the majority of the site. The site is completely undeveloped and partially vegetated, with blackberries and brush along its northern and eastern perimeter. The runoff curve number equals 90 for existing pervious conditions. The runoff curve number equals 90 for developed pervious conditions as well. The runoff curve number equals 98 for pre- and post - developed impervious conditions. However, there are no pre - developed impervious conditions. Landscape areas along the perimeter of the site bordering the eastern property line and the northern property line will drain to the retaining wall, and since the curve numbers for the pre- and post - developed conditions for this area remain the same, this area will not be considered bypassed. Runoff from the landscaped areas in the remainder of the site will be collected and conveyed to the conveyance system. 5781.013 [JJ /es] TIME OF CONCENTRATION The time of concentration for the pre- and post-developed conditions has been determined by identifying the path of runoff from the most distant hydrological points of the site to the natural point of discharge. (See Figures 2 and 3 for the pre- and post-developed travel paths. Also see the basin summary calculations in Appendix A for a list of the reaches, slopes, and lengths utilized to determine the time of concentration.) .4 SOILS This area of King County is unclassified, according to the Soil Conservation Service. However, since the site consists chiefly of fill it is considered to be urban land, which has a curve number of 90. 3.0 STORMWATER QUALITY CONTROL Treatment of stormwater will be provided prior to its release to the downstream drainage course. A coalescing plate oil/water separator is situated adjacent to the discharge point from the site which will treat one-third of the 2-year developed conditions storm, exclusive of the roof runoff from the canopy and building. Flows in excess of one-third of the 2-year developed conditions storm will be bypassed around the oil/water separator and then to the downstream conveyance system, as dictated by the requirements of the King County Surface Water Management Manual. One-third of the 2-year developed conditions storm utilizes a 0.667-inch rainfall precipitation value and calculates a 0.037 cfs runoff rate. See Appendix B for the computations performed to size the oil/water separator. 4.0 CONVEYANCE See Appendix B for the pipe conveyance calculations basin map and oil/water separator calculations. All pipes were sized to pass the 25-year storm. Page 2 of 2 5781.013 PJ/es] ^ , G3Fii MIN iii,... s:usTM Pit tssrn sr FF ^IMELVINIVE _L, IN LIN D -, a1.1�"Ci . �_ /_.�' err .�r "" 01rwiii, 8 31-;,.-- ,„ t - • o_ DYI� r �. / re re ke so as 0 „,,_ -- we *2.7 1 - \*14,e,..- _- iw s c .fp pr ..e41.1 id./ , g$ iti ;PR cum Pwr 1t ttR IR III Fl: LZw • ••• NN rrr tp PPP Pt irtt tt IR N; �w rt POP r r • !xY 3 • 11 • 1' 1 r 5781 I q$ 3t 01 g..lr gi ;4 ;1 I � R ai ■i a r r 0 it tit 'Ft RN III c.: c.: sae se. Or, OPP . 4ta 3 a x 21 ppii Ji f ;! OIL :iv No, ij 10 -1 j i i i ! � 10 1 ni Al I I 11215 72t0 RIME 50UIM En 111032 t �fe2 f71X OIL ONNONNa wo NMwa awowR NRIR>MORIL 3 2 2 Ric RR iii III RRRIRIRRIRt :.: 3 : MN w aim ON MM! t! FP ' M' P F . a_s „ ! ea a 3 Stat. of WASHINGTON ‘ SCALE: 1'..50' ,••.• ".. . :•. IIM CI, MC IA 421•311.10 • tall111.00 AMMO Id MONK 06004 • •,* r NC FOY MIN— • 30 M. .•747t: .. ..'At % ...-- .. .. 4 .....$ 0 * - - ,,,,,, :::,41, • '... '.... .. .. \ . Wa 4.rric \ " . • .1- ir o• s - 31166 ... ' NT: •da - 1 7 • 0: '..- ..'2,‘ '4J4i-,:::4i7g■4:F.I , ..," 1.. trtasz.;.41•,e....-.76rz sew no. • . 22130 . it' PIP N a 313 It \ 1[. 316.I0 ir or 1r - 31333 (a 311/0 ••• 1. • ',.. ... \ V ..'. . • ...., • • .4., ■...... .....■ 17 III , .,, ■ *.t .., i % .41 • -r t;Th-L-124.7417: % '. :,•" ' '' ' . -,..... " • •-:.* .../... .... -Jp 4446 .. f?..4 % ,..... 4. . 1 r it.! , n - ` -' 41 ,,i !.i5".".:i scu scram \ . 7: 'F. ..' ."`.....11.„,".t..•S • - . ... 4 . 61101 11= 12311116 CI= • t: Ni;.: 11 .....,,:.. 1,60IDN. .."" . - .... • 601 11.ttin. M. triiiir / 13 4,•44 1. •• .3913 , cum: * fiCn 0614101 40 _ ... __:„.1......_ ____ ..•__ -"NIL • % -" • . . ,.. * . tr. 1, p c.c.) PACIFIC HICIIWAY SOUTH ... ' ....._.___ ....... ........... ...............___-. . ..." ,c•. ' VIE. -- . • • n t . Il -- - - - ---7,---- - .. _ _ _._ _042'._— — ...i ..---_-..._ _._..4.44:1_,........____,. 11 . .. II . • 11 4,,, • I I 1 7. • ' ,"•°' It . - — , 33 .. ,. ,. ..., , • ;loam mem 0(103 03 ME 10 to!C r4 3:9,43 R('P'.117.67-- C.C.G 3 • 311 37 17' COW I • 1.197 CtNC 0 •• 317 I.• 13 '.:k.4. I • 3 42 • • • 3• • f • .I• r i; I I. I. 99... . _ . ........ . CIVIL 'GRADING AND STORM DRAINAGE PLAN • LOCATED IN A PORTION OF SC-C. 22, TWP. 23N, ACE. 4E, W.M. MY OF TUKWILA. STATE OF WAS-14070N \ 410 31311 ti 316.13 C=. 11! 51 • cama.rt temN 2 0. 2.0 LKSFIrr r 13 co .• . 319 33 c& • ! 74 irre- gEtEiViairael I. 4, 0S - AGE 011. ' 1110. 10 CIO/ P1 MN OHM .N• MO INC MOSINIM 111101 2. ICE MOM OM maw wan • mat .2 cos sow ones sm ,.010.11112 MOUE R 4. lI� my oi 903 mem« me CALL BEFORE YOU DIOF I-SOO-424-5566 ....n—rn,—,,,tanapra•-ttanaarate.:.1.—.......,—..2.0 II welt (;3.C4 374 '4 'C•1: a ' 6. irS420 • Nome fame moetri MK= CONOWIC 110PC 06000 • 030l • Nalli 1444414 TM Of mix P9� ear Warm NOM= ma cam= Moo Mom) Cowan Coma im itrarM RIOREM P4Miner Corfmt . IRK ELMOIN • 14100115 Mill mum DAN43 MOM MINIM FM COMM 107 09 maw ar MRS 1003 WHOM. EXP035: Legit20 TO�J POMO maw* tearer, 5191 POE . OWN MO SIM Mora • WAX COHOST! COOITC =OM 1101 tIONTON TOOOR Ova COMO LOT OM IMMO WOO OW Oft OT MOKPO IMMO Mel W OTT IOW tOt vrrnnt . .. MOWN C2111701:110101208 QUERALIKM IOU 10 - t PLAN 211 44j. 1010914101. COTTIOL NO 0110111111OOOPIOTI 11:2 MOM NO 101 111011122110111131 UUT Cl. 12701 ID 06 TON OWLS WET MI OMB ON O100116 ODOM 2118 PT 502101.2 01 I� OKET C21 FOO DOW= NO MO= COOIOL NTOOVID FON 021112111. EINt mom mut mos APPROOL ENPIRES: j 1 1 -. GRADING AND STORM DRAINAGE PLAN • LOCATED IN A PORTION OF SEC. 22, TWP. 23N, ROE 4E, W.M. CRY OF TUKWILA, STATE OF WASHINGTON ": • - IN r -•-••-• -• • „ • ••• ..• • •0 ..... " I at .0 '• 12'27' , c2•.',2 , -E eft 071 • if"' 1-14,CP1 .1. g.11 J, 12 &.■C 5.. 25? 52 12 CO1C 5 1 • 3r0 I: • 74 IT C.NZ .5 - 3:0,74 C !VI: • • ' .?1,--- ..,.1* .. p ...... 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JOB NO. 5781 WORKS4 FILE NO. 5781 BASIN ID: 1 /3DEV SBUH METHODOLOGY TOTAL AREA • 0.38 Acres RAINFALL TYPE TYPE1A PRECIPITATION • 0.67 inches TIME INTERVAL 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 20.00 impTcReach - Sheet L: 60 impTcReach - Channel L: 70 impTcReach - Channel L: 102 PEAK RATE: 0.04 cfs VOL: BASIN ID: 100DEV SBUH METHODOLOGY TOTAL AREA • 0.49 Acres RAINFALL TYPE TYPE1A PRECIPITATION 3.95 inches TIME INTERVAL 10.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 25.00 impTcReach - Sheet L: 60 impTcReach - Channel L: 70 impTcReach - Channel L: 102 PEAK RATE: 0.41 cfs VOL: BASIN ID: 100PRE SBUH METHODOLOGY TOTAL AREA RAINFALL TYPE PRECIPITATION TIME INTERVAL • • ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 175.00 PEAK RATE: 0.27 cfs VOL: BASIN SUMMARY NAME: 1/3 2 YR DEV TO O/W SEP. 0.49 Acres TYPE1A 3.95 inches 10. 00 min BASEFLOWS: 0.00 cfs PERV AREA..: 0.06 Acres CN 90.00 TC 4.51 min ns:0.1500 p2yr: 2.00 s:0.0100 .00 ns:0.0110 p2yr: 2.00 s:0.0167 .00 kc:42.00 s:0.0060 .00 kc:42.00 s:0.0075 0.01 Ac -ft TIME: 470 min NAME: 100 YR DEVELOPED BASEFLOWS: 0.00 cfs PERV AREA..: 0.06 Acres CN 90.00 TC 5.39 min ns:0.1500 p2yr: 2.00 s:0.0100 .00 ns:0.0110 p2yr: 2.00 s :0.0167 .00 kc:42.00 s:0.0060 .00 kc:42.00 s:0.0075 0.15 Ac -ft TIME: 470 min NAME: 100 YR PREDEVELOPED BASEFLOWS: 0.00 cfs PERV AREA..: 0.49 Acres CN • 86.00 TC • 8.05 min ns:0.0500 p2yr: 2.00 0.10 Ac-ft TIME: s:0.0200 480 min page IMP 0.32 Acres 98.00 1.92 min IMP 0.43 Acres 98.00 1.92 min IMP 0.00 Acres 0.00 0.00 min JOB:: NO 5781 WORKS4 FILE NO 5781 HYDROGRAPH SUMMARY PEAK TIME VOLUME D RUNOFF OF OF Contrib M, RATE PEAK HYDRO Area cfs min. cf \AcFt Acres 18/97 2:9:45 pm Barghausen Engineers CHEVRON ON PAC HWY. SO @ S. 146TH ST. 0:037 470 581 cf 0.38 .' l �'7 2YR- DES Ta 0.273 480 4449 cf 0.49 > /00 ; ye. P 0 470 6431 cf 0.49. 100 Ye- 19,54/ APPEND IX B PIPE CONVE YANCE AND OIL/WATER SEPARATOR CALCULATIONS ` . JOB NAME: JOBS: FILES: A = Contributing Area (Ac) C= Runoff Coefficient To Time of Concentration (min) I= Intensity at Tc (in /hr) d = Diameter of Pipe (in) 1= Length of Pipe (ft) D = Water Depth at Qd (In) TUKWILA CHEVRON 5781 E:\SDSKPROJ\5781 \EXCEL \5781.25 FROM TO A s ==== = = = = ==== = = _ _ CB4 C83 0.21 0.75 CB3 CB2 0.18. 5.40 • CB2 CBI 0.11 2.06 BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula KING COUNTY DESIGN FOR 26 YEAR STORM Qd = Design Flow (cfs) Of = Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) == ==== _ = s = == 102 8 6.3 0.014 15 8 6.9 0.014 19 8 6.9 0.014 NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS 0.9 0.9 0.9 COEFFICIENTS FOR THE RATIONAL METHOD "k "- EQUATION 0.211 0.391 0.503 5781.25.XLS STORM , Ar ,Br 2YR 1.58 0.58 10YR 2.44 0.64 26YR 2.66 0.65 50YR 2.75 0.65 100VR _ 2.61 0.63 0.19 0.16 0.10 0.9 n= 0.014 8 To= 6.3 PRECIP= 3.4 SUM A•C I Qd Qf Qd /Of D/d D • Vf ';'' Vd. ===== =ass ==== = s = = ==== _ _ _ _ = a = = = = _ _. _ _ _'_ 0.19 2.73 0.52 0.97 0.634 0.520 4.16 .2.79. -• :2.83 0.35 2.58 0.91 2.61 0.348 0.407. 3.26 7.47 • 6.82 2.57 1.16 1.61 0.722 0.630 5.04 4.62 6.03 s =.s= Page 1 NI( SCALE T.50' lt nesirA Lemur gI :14114 r. =rye U3 "WX) PACIFIC HOHWAY SOUTH/ 30041 1 MC 4 3 '...3 3 1 1 2 1 I7 I. 5 'OW ea? u 3 :•• 1. mu. 01 044. :5311.:5111 faiVarzir-- I• CPC 5 • 3.4.117 W 10IC 1 • 314.40 CIVIL - GRADING AND STORM DRAINAGE PLAN LOCATED IN A PORTION OF SEC. 22,1WP_._241_k_RE 4E, WM CITY OF TUKWILA, STATE OF WASHINOTON • rtystactunda au roma: a srt. 13===74tat=r4 ' •,,•• 1r r'1 1 „.•" . , _ .7 11111 11, 1: CCMC S 311311 00NC M. 31411 4' CI1m2 31836 -c-o' • St Y Oa 102121MY At' CALL BEFORE Y017CIO 1-0007424-655 12" DO • 31473 / : ‘)• skk .................................... • 77 • 16 13•701 11 0 - ,. 30 44 1 12' CX42 S • )14 74 W WIC S 320.74 1101 •21M44.1 PMIUIT romP03132 okoconc Kan Amos az.mecn (mom km) Amon kwa morose) 'MIN NM . comume MP Or WU( 11110 PIRTIMMI {AMC cfmloUms 0811110 MI0340 0:44134414 MM. rot mIMUmm P11020411) IMIMMON 04401 MAIMEIM : MICIMSIM 1.0T U1K1 OWNS 1141.0M1 91111513ALKOM I. PERM 10 - MT MA 0114111 INDOMPIM S. ME IMO MO MOM 1 OEM 10 11111 inc cow ammo comic tun, 4. ME MU MI KM 00■24.11 MITICOMD FON IDt imam St oviLe APPROVAL EXPIRIM 3/4 _•• .; IVIL - GRADING AND STORM DRAINAGE PLAN m warm( • . mat al am .. LOCATED 11 4E, WM CITY A I PORT u r OF I . ri lat i L rY IZe u e PACF1C HOHWAY SOUTH ,. L4t ,•••'• 41T • • • „. • v r Fasgaz ow. t ill M. • 331.10 0 T . ' 111.71 12* N . 314 a 12' COW N 314114 IT CNC S • la 74 11 COW S 320.74 4 CONC w • 32104 lnan 12 DAP • • 311173 CALL BEFORE Y011940 1-800-424-5555 • 4 •-••••4• rts \ ., .0 , - a... 'a;.:*;,- •=........a.-... . „.„.. " • •nw LEGEND PROPOSED N37144,1 INNEY011 c434014:0 =MSC ILOWC LOINISPOUT WNW! (*TT 122) WW134014 SOLI FIC401137 *I 01•01 O 111. SIMI WNW( Tor or 14441 PPM( nos woven PIKPONTO UWE cartoon O coee MOO COMM MOM SPOT •aILTION PlIVOIND MOOR WINE SPOT •INIUIC0 ISICPC•07 (0T UONt 0•11,0 ammo D OW 1110111 0114111 MOO Wel IMITLIENT • 0 ic L -...-.1••••••11 PIM MOOR PIPING IMMO NOM MS= SOO CC OMNI WO UK 12=MS )...1 414.441EI Paeleff cacsnwilmoze gINEBALNCM I. =SIC - CAN ViT ML. ICOMFM. C0141101. 04410* *1 1041.01411141 SCOW MO MOM 114331100,41 ON SCR Cl. 1 IOU 10 II4 MU MIT RC CCUILS Pi IMMO =COM UM WOIOLL 0404423. 4. XL SIM CS Mt 00101.1fa4 MC 04:0:14 COMM NIC:410 FOR CONIMILCIION a3/42 11414101 CT MIX Nona /PPROV.M. 1 • • W (DI Fgom *Yi9e-o6gap* 4-1 ag-Y *lb oa-vs'. opennivo wooree. p e 0 e. = 0,5 O007 0111••• / • • , • . 400.1.4%.11. — r - tA c..seve.on/ 18- 044.4.sc_ikvc, .0.4.-e4.4crc OW./ frt/4--re:2. se-P412.04N-012.. Le ov Y - 7 (A / ( orb I OfcC.Arvi PA-14 VI skik.9 (AI 1 1 ri' V1 chn LA— Sr4rECT7 &700 C.P.5 GpaAl 14- eikore. Ol 5D c pwl , s o IC ikr) "T 1 oci,o4_, 60 0 - c.. . 1 17 70 Di Li = // &port/144, Outlet Weir U.V.Co. 322P Diamond Plate Cover • DESIGN INFORMATION OIL SPECIFIC GRAVITY = .85 OPERATING TEMPERATURE = 40° INFFLUENT OIL CONCENTRATION = 2000 ppm EFFLUENT CONCENTRATION FLOW RATE 15 ppm 50 GPM 50 ppm 100 GPM OPTIONS: Adjustable Floating 011 Skimmer Adjustable Standpipe Skimmer Oil Dam Horizontal Coalescing Plates 6'-0" Inlet Weir UTILITY VAULT CO. ° 121 • , 24 , •• • env i>1,,110"0 eh • NOTE: 46% 1. Contractor to supply all piping. 2. See page 11 for Vault details. 3. Liquid depth = 4'-0" 4. Contractor to verify slze and location of Inlet and Outlet holes. 5. Inside dimensions 5•5" x 3•5" x 5".3" Issue: August, 1988 • •••••fti^'OPONASi..7.10. , 141.11$ ' • ik • .• " • opskataorm c RECEIVED CI PUTNAM COLLINS &S A • CONSUL TING STRUCTUR ENGINEERS STRUCTURAL CALCULATIONS FOR CHEVRON CONVENIENCE STORE PACIFIC HINY 5. NEAR 5. 146TH ST TUKIAILA, IAIASH INGTON PREPARED BY 'CHALKER PUTNAM COLLINS SCOTT, INC. June 13, T1-302 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 lax RECEIVED CITY OF TUKWILA JUN 2 4 1997 PERMIT CENTER PRINCIPALS Daniel D. Putnam. P. L Ames M. Coigns AL Donald R. Somt. P.L ASSOCIATES Gory E. Bickner. P.E. Noel C. Gaetano, P.E" Aston A. Goodwin, CAD Richard M. Ostonclut. P.E. Jock J. Pinksit P.L STRUCTURAL ENGINEERS Douglas A. Goodwin, P.E. Jim L Hank. P.E. Ronald E. Salim* PE. Thermo V. Vim Halm. P.E. CONSULTANT Raymond L. Chalksr. P.E. D97•0143 Pc16-d102. ■ i i 1 I I HI' 1 I l li 1 1 1 I 1 , 1 , 1 1 1 1 11,111 i i 1 1 , , , I 1 1 1 I I 1 —1 H i — I ....... 1 i i 1 I I HI' 1 I l li 1 1 1 1 , 1 , 1 1 1 1 11,111 i i 1 1 , , 1 1 1 1 1 I I • • , ••• ft, • CHALKER Pl COLLINS 82 scurf CONSUL TING■.—STRUCTUR A L Et■Ick_ NEERS A A 0 MEMO 0 MEETING MINUTES 0 DATE: 0 CALCULATION 0 TELEPHONE RECORD SHEET OF NAME: PROJECT: JOB No.: ORIGINATING OFFICE: • • s i • TACOMA 0 SEATTLE , -, t -,t-----;. r 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383 1557 fax . 1 . . • •—•-....I . • i*-- H - 4 i ! , ! 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I i I 1 r _ ! 1 i e I 1 ---�---;- 11 , 1 I 1 : ' I : I I i i ; • I i I i 1 i 1 I _ i I • • eN •I f 1 - ._— ! 1 l I ( � 1_ - - 1 .- , . 1 .1 _... ! i i 1 1 , I I I i 1 I 1 I t I 1 I 17 1 I • • • CHALKER PUTNAM COLLINS t btu i..r C O N S U L T I N GL_ S T R U C T U R A L E N N E E R S o MEMO 0 MEETING MINUTES 0 DATE: o CALCULATION 0 TELEPHONE RECORD SHEET OF NAME: PROJECT: JOB No.: ORIGINATING OFFICE: 0 TACOMA 0 SEATTLE • t 1 i ! 1 • • 1 1 1 ; i ; i i . _- ! -- f- i -�- S z � 1$1, (1 T--; : 16.S ; ; I ' 3£� Z�t�lO 6 �� tf` • 4 . r 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383 1557 lax t � • • : ! : . I • • : 1 • - . " i s..0,::, OAS)! : : I I I ---1 , I ! , , ; • i i ; 1— , • '•'..&14CtiK...','•,`41,45,?.•1;14,,,,-- )0. r••••• • 1 • 'CHALKER PU7NAM COLLINS &( CONSULTING STRUCTURAL ENG1 A A O MEMO 0 MEETING MINUTES 0 JOB No.: O CALCULATION 0 TELEPHONE RECORD SHEET OF DATE: PROJECT: TOX 1,4( _. 64602 ON_ BY: J f I I I Ini i f . " 1 i 5.E.Ai-k. kr - I ': I I 1 .• 1 1 , : , ! ' l . 1 1 3 ! : -- i I-- I-- • 1--- . : ': i l• j 1 1 1 i , , i 1 ! I ; H I , , : 1 I. I! _ i ■ ' 1 1 - I 1 L________ . , 4 ({612-(36' 4 11.1 i • ___1: ! , I : I ; . ! .. _ ... -,-- -7---- ----- • ---,--1-- :— -4- ! 5 L Z , ! a i a i : i 1 ; . . .. .. 1 I-- --- - . -- ' OP 6- c . . . . . . . . . . . . . , . , . . . . , , • ,. i . . . . ..-- .446.1 tiiP : • : ' : : . ; : , . 1 i t , , I I , • 46.c(S 4-0 :=- (t r : / - 3 3 . , 773 in,.n • ncn Inn lAr tplanctl • •nn1.% 1%1.707 • (6nAl RIA.vrin cr.nttlw • (2061 383.1557 lax • WOOD STUD DESIGN Stud spacing Joist spacing Stud height DEAD LOAD= LIVE LOAD= Eccentricity= WIND Cq =1.2 p= (1) 2x6 DF #2 Stud Fb= 875.0 Fc= 1300.0 E= 1600000 Cf= 1.3 1.1 24.0 in. 32.0 in. 13.5 ft. 800.0 pounds 1000.0 pounds 0.8 in. 12.2 psf at each joist psi psi psi bending axial DEAD LOAD + LIVE LOAD P= 1800.0 lb fc= M= 675.0 lb -in fb= Cd= 1.15 Fc *= 1644.50 FcE= Cp= 0.31 Fc'= 507.9 Fb'= 1308.1 Unity Equation 0.30 (fc /Fc') "2 + (fb /Fb') *(1 /(1 -fc /FcE) DEAD. LOAD + LIVE + WIND /2 P= 1800.0 lb M= 3335.6 lb -in Cd= 1.33 Fc *= 1644.50 Cp= 0.31 Fc'= 507.9 Fb'= 1512.9 Unity Equation 0.67 (fc /Fc') "2 + (fb /Fb') *(1 /(1 -fc /FcE) DEAD LOAD + LIVE LOAD /2 + WIND P= 1300.0 lb fc= M= 6671.2 lb -in fb= Cd= 1.33 Fc *= 1644.50 FcE= Cp= 0.31 Fc'= 507.9 Fb'= 1512.9 Unity Equation 0.91 (fc /Fc')"2 + (fb /Fb') *(1 /(1 -fc /FcE) fc= fb= FcE= from joist . from joist outward, do not combine with e bearing A= 8.3 S= 7.6 I= 20.8 in in - 3 in - 4 218.2 psi 89.3 psi 553.3 218.2 psi 441.2 psi 553.3 157.6 psi 882.4 psi 553.3 • • CHALKER PIZmNAM COLLINS 8z -. SCOTT C O N S U L T I N G S T R U C T U R A L E N G N E E R S A. A. O MEMO 0 MEETING MINUTES O DATE: //• /9 CS CALCULATION 0 TELEPHONE RECORD SHEET L/ OF NAME: SKK PROJECT: 6/4/ ;"/ • t lJXWII, A • _ JOB No.: ORIGINATING OFFICE: '�' TACOMA 0 SEATTLE 1 i ! i I ! + I �^ I I I _ _ f • II- 2Ad _ ._ I ; I i /92 _ 08G__._ i ! 1 a6:4511./. ie z�✓�1 - Lad w B_ G.. sTO ...—_.. Lew-6 _ e 'egecrAS N: • • LOADS �.' ' J I :1-110 1 - -! I I t -- I ; ; i I ; i i i + t I P Ar ) 411.c? ' z yBo Frz = _ :.. _ 1 ! i 1 r I i • • _�Q'iF. . T ' 2 8 Er9( ZO ; .- _ 79�j l- , I - ! ? - ! - - - - - -I . i ! 4 ' 1 i 1 ; I 1 1 - • I I - 1 - I I � M -• N- 5! Dik 1 1 I I i i ,! r j 1 1 1,! 1 Tc. i i; l i' I i i 1 __J I i i 1 i 1 - - �s -. � LO3 d 1 9.6 } / ' 4.51 Vizi's • - 6. / / _ _ __ _ _! V I = (ice )� 3)(�- ) 03-`)6'.)2 k �. K ► I l i c I , HH - i - HH — + f ' 4- i - • • • r-r-r- ---, 1 i • 1 • ' 7 .--. '' --- )1 ' -' , , , -----i----i—,- ,, . —; i ' • • • ocn One•Iar. a.•o cltno Inn Tne wa ORanI • (7nM 381.2707 • (206) 383.1557 fax • LI 1 I.* il i --+ i I Wil 1 1 I I ahl,L...---.TC7..a,":711...._...,_........_ 1 1 1 1 1 1 I 1 1 1 I I i I 1 i ---i .--..--- I ..." • 51..751 ! I I i I I I i l i' l z. - Ili' 1 I , , , 1 ti i : ; ; 1 1 1 tes.- 1 i v 4.. —,.:_., i _ 1 i 1 • i -I „ . , , • .L.___! , i i 1 -- • • • 1 i • . • N..1 I , : ,. ■ I . 1- m-r—J— 5--,4•:,- .. . ---...-.... ' •Vt:771).&•1,7---11,1%.177:-• ahl,L...---.TC7..a,":711...._...,_........_ ........ .....,_..,..__. ________ 1 i i I ..." I I !-- I 1- 1 n 1 I : 1 , ! 1 . _ i 1 1 — 1 ._ ) • • • •••■ • .• • CHALKER 11,TTNAM COLLIN6 bUUTT CONSULTING., STRUCTURAL EN( :NEER s A 0 DATE: SHEET OF NAME: JOB No.: 0 MEMO 0 MEETING MINUTES 0 CALCULATION 0 TELEPHONE RECORD PROJECT: Cilavrtori ; TUKt•J11,..A ORIGINATING OFFICE: 6 TACOMA • 0 SEATTLE 1 • 1 l• ! 1 1 • ! i • • • , • 1'7 -- i 4 .....„ 1 , : i___I___.1..._;_._ : ' ....;_1....... ..L...___ • . .1 . . . ; ; 1 1 ., M n j . . . . . — ... 1 - T - ! , 1 t , , . • , •-•-.----------- . , . ; . . rt../..--zre : . • 7-( ' i ., .. . .. . , . . , . . : ki , • , , 1 : 1 ! i ''..... 1 • • 21 1 • • • i • 1 • i • i 1 ; ; ! 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"!e 05E _C3) '7 (3?igs fro? pcorror-7 .. r 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 fax . .. , r_....- •n, r_ . a w•., c c..i*.. CArl c„r.40i„ WA mama • f7OM 838•3270 • (206) 467.7788 fax CHALKER PPTNAM COLLIN & : SCOTT C O N S U L T I N G ' -- S T R U C T U R A L E N( N E E R S A ❑ MEMO ❑ MEETING MINUTES ❑ DATE: ❑ CALCULATION ❑ TELEPHONE RECORD SHEET OF NAME: . %:� PROJECT: JOB No.: ORIGINATING OFFICE: ❑ TACOMA ❑ SEATTLE ,• •. " G°'dbk53 &n5 rbaQ • • • • • 4/8!77 A <.. _. r .... • . A # 2‘../) z = Zs nl•G 1765 N 117.62.1 _ 7. vss ii # . 7 $4(24 'r 4 $aT Tre. 2 #A = t9v0 t 7.75 � . 37, 9E3 K ..2 ✓3LW? ( '1)(2) = s7, d4 n7e, ... sic E 1 JALLs D 4-; L1.= 1520 *1 .SS = 235ro f4 33 6• 1).56 _sr, /pips e . dy (,✓A G t. _ ( p ') (/v) . ? 1.7a l?. P_._ . ... '... PAS.. (1 s13:3/2) ;. ...._. ....._..S� a.T . s 4.4?e / e . Pr(.6; y /goo s 6p_: o Ic ( itf.: . �.• a �r'� s ! �1 �3�..2. _�. L 3a c _ (1/1)(336N /00),= '117,6' g -Ff" ..— i { 1 rwr A (re--v o Lees.- 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 fax 61.., .n1 r,.,.,...,'4 Dien C ctlUo An caellilo WA 98104 • (206) 838.3270 • (206) 467.7788 fax .''CBALKER PPTNAM COLLINS 8,7, SCOTT CONSULTINu EN\__ A 0 MEMO 0 MEETING MINUTES 0 DATE: t 0 CALCULATION 0 TELEPHONE RECORD SHEET OF NAME: PROJECT: JOB No.: ORIGINATING OFFICE: 0 TACOMA 0 SEATTLE . i I ! ! t t ■ i • • . , ---) " —r- I Csi.e'...,___B...,: !.....4..._.: ' 1 . , • ; I • ' . • i . . . • . , ' • • , , ... • • . . MP- ^ 5 . AE? cl 'PER ' PILE : .. 04 , 767vr'.. c ' • ; • 11.33 15.S = Z7 p-r "T. (a1 FT') !_ 4.4. 1 4//b"0 cot., 9" SL-1 5 ° 4 E 15 . regirrErelz 77* /6) 76 ),/ O l e- . • Ss" 34 7e * = /36, 7.3 i< ■•"' tii)5M::;94/ .. ,, ; ... .. ...•_. _ ._. 1 73! . . , . . .. .. b . m fi / ' 'iv el- 7 ' - . .. - A. . - ...?(3...... _i__ ..i . ..030 k----- °Sib, 2 * .,--. in , .. .. . . ._ _ .. 1 . 1 • • , I , 1 , i ; , • , . ‘. • • • 1 ...._ .. __.., i ; ! i . 1. I , . I ii i i I 1 I I 1 I ! • — 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383-1557 lax • . . ■ ; 1 f i . i . • : . • • • • C E 1 EXPIRES: It 2 f L ALKFJR ?IMAM COLLINS 8.7 .,SCOTT C O N S U L T I N Cam... S T R U C T U R A L E N Q' N E E R S ❑ MEMO ❑ MEETING MINUTES ❑ DATS; 7(Z z/ ❑ CALCULATION ❑ TELEPHONE RECORD SHEET _L_ OF NAME: ,1, fP PROJECT: a —UN (W i3 - " t/ IGtN t u4 JOB No.. 97 30 - ORIGINATING OFFICE: Er TACOMA ❑ SEATTLE . 1 .. 1.___i____1_ I ,_ _i_ ___; 1 1 . 1 _I i ___1_...1__ i___I____I_R4rr itiZEi_ i -; ! ! 1, � � t i t � �_ � I � i i __ : 1 i t , 1 MkX t pt ,(Go,+� to (J- ,M ONG ,$ ,e U wM.c - 1 ; ; { i l t n r x o C- S1 ; ` r 1 i i i"- De '! 3o(zo += IZOt t_i 7.s p! ,-'i s p a - 4 Z i 070 e4. _ -r_ i {_ i 1 ` i i i � 1 23p {i t 23 (..‘ S% z Sc.? 0 5 t. -rErury fcrt -c • V�;; =:ono ���r� 4 i T 1 7.,2!...._ _..'__ ► 1 3 } 11i i TitziIi4 i 1 Li ---- a _._.___. - -- -_—= 1;9-'3-- `"' pt txr- - -- 2 0 __ r c - 2 - i ;0 i 22, • �.� _ � o -- - -- V- -- -- -- 4 . — - -1.- -- ------ — - -----'---- ---- -- '.- I Op el eel T r _ _i____1_ r ____ __I— i 950 Pacific Ave Suite 200 Tacoma WA 98402 • (206) 383 -2797 • (206) 383 1557 fax Court in the Square 401 Second Ave S Suite 560 Seattle WA 98104 • (206) 838.3270 (206) 467.7788 fax • CliALKER P TTNAM COLLINS ( SCOTT C O N S U L T I N S T R U C T U R A L EN‘ r ( N E E R S O MEMO 0 MEETING MINUTES 0 DATE: O CALCULATION ❑ TELEPHONE RECORD SHEET ?--- OF 3 NAME: PROJECT: JOB No.: ORIGINATING OFFICE: 0 TACOMA 0 SEATTLE li'ilLitilT:11!'! i 11 l 3 1 L i , , -„----. 1 - . , 1 ,____!___, _i___,,____H__:_.....1. EL I - • i ---�- z = ;' .1: tit C z-3 . - s : s > - :� 700 1 JJ ±i4 Poll t 1 j ... - i 1 .. :! i i �c -..:._ ..._._...__.. _ r __ . _ G.2 { n/_ - 7/72. so e 9 - :._.±k? f'i2o ^ ^ - .. Mc 1_z' !UT .t4 _ ..tn 0f:._'EQ.t_U(�t.►.q : .. -. ,?rciz.. ' -- �.Z�u� e� - = 3 z2's6 1 _...._...._. {� P� �' (�1 • _ _ X` ' ` • _... 70.9 1 6`[ -! .1.. 1 j i 1 - 1 a _ ' - J ! _ 3'2300 b �; Is I 17&50 j i j i to t,(,t� u ^• 1 16 I 1 1 72.3 62 �� 1 t } i 1 1 , 1 f i — r _ ., i L ..„_______ - 1, - 1 ___1 ____... 1, _______.. _ . _._____. - -- Ili '---. -- 2.8(1i t -7245 0 .19 ,N F._c_4,...t r 1 950 Pad is Ave Suite 200 Tacoma WA 98402 • (206) 383.2797 • (206) 383.1557 tax Court in the Square 401 Second Ave S Suite 560 Seattle WA 98104 • (206) 838.3270 • (206) 467 -7788 fax CHALKER P7 COLLINS 87 SCOTT CONSULTING TRUCTUR AL E . NEER S A A 0 MEMO 0 MEETING MINUTES a DATE; 7/ 1.- 2 /1 2 0 CALCULATION 0 TELEPHONE RECORD SHEET 3 OF 3 NAME: -1 1° PROJECT: JOB No.: ORIGINATING OFFICE: 0 TACOMA 0 SEATTLE [___ 1 1 I I 1 . _Li_ e 4).,e__. .1 . 1 I 1 1 L 1 1 , 1 t _ . 1' • ' 11 1 i • 1 II 1 1 i I I I I 1 .1 . i • , 1 • ; I -- '..-4—" •-', - _, j •• • r i.rr°1 *-- i • I , 1 ' ',. 1 , Li ,; i•• i, 1' • -I i i r 1 • 1 / r.! v :. 1. , i .1 ,. • . , i . ., — 71:: - • .1 --- ; /6 : i - 1' i • . - ■ _ j_ 1 ? ' L ...I.L.._j,....• 1 , I ' i i . 1 ; • i i t• • 1 '• • i I 1 ' ; . 17.. 1 ..7 • I. .1. .,,, i . i ! , .L - - 7 PZ.: 0 1 - VS Vb r ItLi i ArF p Fre 17 21 5 3 .e.x,i ! - ' - , • i ., -,7:1-7-:--7----4---- t -- - -- - • .1 ' f • : ; , i • . ; ; i 1 ; t 1 ! . .. , 1 • " T •• - • ' t i• , . : , - ; ii -: 1 op 47 1 • , . , •--.. . . : ' ' : .. , ''' ; 1'... 1: • 1 . • ' 1 , i L ei i 1 . t i 1 ' i ' . 1 ' i i ' • • . • : • • : 1 • , i ' t I 1 ' . i . ' I ' i. • i i ., - Prce:T4Tb . .. --7 r •i 1 i ,, . • ■ : , .! .. , , : .• . , , , , • • .•• : ! • fb_,...( ,..; 1 a (,,.., . i; ci, C = e 4 1 ( b. ro t: r ' • • - • , • . • , .. • . „ , 1 ' • t . 1 ■ ! i ; 1 • •; :• . i . ; . . • 1 •t t I • I • I • 1 ! • , t t 1 .1.. _.._ . ; 1 i It t 11 i . 1 1 ' : .....1 ..--; [ ..-.... - i • I : 1 1 , , 1 ....... j ..... ..—.. ........7. .17.-: ....... .......; ......... 1..........-...........-...... - 1 - ....,..-.... ...- 1--7 1 . ; .. I... - —1 I I ., _ L._ :_.........i....._ . , ..., T ____________., 1 ... 1 _ i 1 i_ I L L I: ____...... T — - I _ __ _____ -____ -- 950 Pact ic Ave Suite 200 Tacoma WA 98402 • (206) 383-2797 • (206) 383 1557 fax rrmit in the Satiate 401 Second Ave S Suite 560 Seattle WA 98104 • (206) 838.3270 (206) 467.7788 fax . .• _ Envelope Requirements (enter values es appricabie) • Fully hutedfcoolo 1 specs . AeliMilift insulation R-valuas Reefs Over Attic 30 . 0 Al Other Roofs . Opaque Webs --- 13.0 Beim Grade Wals floors Over Unconditioned Space . Siabion-Grade . 10.0 Radiant Floors — Maximum U Opaque Doors 0.600 Vertical Glazing 0.900 Overhead Glazing Maximum SHGC (or SC) VerticoW0verhasid Glazing .D 1.000 p ro j ect I n f o Project/41ms. Monroe lase° Moak Piatits try Mth-lakwila, Is, Caill 4/23/97 Glazing Area Calculation Nolo: Wow grade walls Mr to included in the Gros Eilinior Wilkes envoy are insulated to ll'a level required for °pique voles. For Buiking Depsnment Use D47-0 143 fric*. . APPrIclini Myna: lataliasaas Consulting snottoier. Applicant Address: 1112111 72a4 Mo. loath, Neat. IIM 00032 APPricwit Phone: (20) 25i CM Space Heat Type 0 Electric resistance @Mather (see mem for definitions) Glazing Area Calculation Nolo: Wow grade walls Mr to included in the Gros Eilinior Wilkes envoy are insulated to ll'a level required for °pique voles. Total Glazing Area Eiectronic version: these velum we automatically token from ENV-UA-1. (t° opening) Gross Exterior (Antical toverhd) divided by Wall Area times 100 equals % Glazing 288.0 ÷ 2652.0 X 100 = 10.9% concretema9onry Option el,„.. Check hent 11 using V* option and it waled mem al amulamaanta kr the Concnentienoner o .- Opaum Sae Clocon Flowtheal (am) N2f qualleceRant. Enter tequinomeree tar emit quellipine ono samembilf Wow. RECEIVED JUL 0 1 101 1.4,4( TO PAW" 'AUSEN WA APR-23-199? 04: 39PM FROM S/SPCE 1994 Washirion State Nonresidential En • Cods Com 1:4• Form Envelope Summary Climate Zone 1 ENV-SUM 104 Wastaapen lam [Compliance Option Serngreeted space' Roofs Over Serni-Heated Spaces' Crew Cede Cereehence Fenn [Project Description 1 E1 New Building 0 AbStion 0 Alteration CI Change of Use cip Proscriptive 0 Component Performance (See Decision Flowchart (over) for qualifications) 0 ENVSTD 0 Systems Anabsis Minimum lasulaUon R 'Refer to Section 1310 for qualifications and requirements Notes: 5 WI 02 Jam 11105 Opaque Concrete/Masonry Weil Requirements Insulation on interior - maximum U•factor la 0.19 Insulation on extern, or integral - maximum U-lachr is 0.25 If prayed gushes for Concrete/Masonry Option. Est wags 4th HC z 9.0 BtuiftaoF •eim (other wails must meet Opaque Wall requirements). Use descriptions end values from Table 20-5b In the Code. Walt Description (including insulation R-valtre & position) U•factor RECEIVED CITY OF TUKWILA APR 2 4 1997 PERMIT CENTER Concrete/Masonry Option* Wall Heat Capacity (HC) 'If the wee Assembly Description Assy.Tag HO" Area (5f) HC x Area capacdy (HC) of the total above . _ grade wall is a minimum of 9.0, the Concrete Masonry Option miry be used. "For framed wens, assume HC =1.0 unfree calculations are provided; for all ornor wank use • w M kaula ion I II.Q7 Opaque Wail R -1 deer p tads voila (a� R4 Below pude wells (o0tr) R-1 Node over alba R4 Maim Imck R-2 Moots ems a ondeo. R -1 3M•o lsn.Orad. R-1 Gam Rodent R - (PDX dos U. Gifting Cries% Meei Glazing Vitt. OH Ass % U U SHOO 0015% 0.10 1.46 1.00 1620% 0.75 1.40 1.00 2030% 010 1.30 0.16 1040% 050 1ss 0.46 APR -23 -1997 04 :40PM FROM ? - ^ S /SPCE tee Iffeat*ilemi Nenreoldenaa1 Ewer ' Flowchart w option 1994 WashirNton State Nonresidential En 1» epee Mwel�ec /Wee onset of fl. m*J.q r .b i..m,. ...1f1a .1.te.. f►. A..sO . Atoe etffg.11s a alaIibe Ogle= he*" tow O.1st AM ether sets an. moos kedle le es. set d fuel, eh, end 11 proem teas ..61, m. end Vier ..pl.R. kw in re as./tien to bo .b l.ebltn.e. lomental et O n Component P«t�n.nce or systems Matteis Requi TO EARipAUSEN WA Code Cornoli Form M.r rv. errsMaxv�+ w.. �4. Yn:. aw:. rx. M'. .Y.'+n'tlSUMSnvx.!Yn <nt a+�+m P.03 • Envelope Summary (back) Climate Zone 1 ENV -SUM •�.. INS Use this flowed to determine if project gumlike for e. optional Pm.cliptro Option. If not, either the Component Performance or Systeme An ly.is Options us ns roust be es. Marie IWOO from gime Mari inti . whirl e Mag la fs.i.en.s Mmmerss. d t +.• n .. tab.ra,ncwt bete e: 1.ab whet. *. t. le b okra n.blree teat mesa! y seed. 1.0 Wne of the pees wM ns wndI. Aters. Oeelger Wet t p ate tonna* elm neef.rl.e P 115 k1lmiN. *Wm* m* Ai ennien q.rnR NI klsulclbe Installed? Giulia Criteria Mal ern. 011 Arse % U u 00.10% 0.10 1.45 1.00 1015% 0.75 1.40 1.00 15-20% 0.65 1.30 0.90 20.25%0.001.300.65 id insulation knta..d? Glazing Cribric Mal? Van. 011 Area % u u 51134 00,20% 0,40 030 1,00 I1. ktsubeon Installed? Opaque Wags Rr1 Geioar1adere le (le) 9- esbw gm s wells (lie) R•1 Rodso.eraafos R MIotherfoots Roue oar uewaed. R Stsbe.on.gtede R-1 Radlanllbws R -1 Opel dolts U 0. Glazing Crisco@ Me? Glazing Vett. OH Area % U U S 00`20% 0.40 030 1.00 no Totals Area weighted HC: divide total of (HC x area) by Total Area Section 2009. APR -23 -1997 04 :40PM FROM ? - ^ S /SPCE tee Iffeat*ilemi Nenreoldenaa1 Ewer ' Flowchart w option 1994 WashirNton State Nonresidential En 1» epee Mwel�ec /Wee onset of fl. m*J.q r .b i..m,. ...1f1a .1.te.. f►. A..sO . Atoe etffg.11s a alaIibe Ogle= he*" tow O.1st AM ether sets an. moos kedle le es. set d fuel, eh, end 11 proem teas ..61, m. end Vier ..pl.R. kw in re as./tien to bo .b l.ebltn.e. lomental et O n Component P«t�n.nce or systems Matteis Requi TO EARipAUSEN WA Code Cornoli Form M.r rv. errsMaxv�+ w.. �4. Yn:. aw:. rx. M'. .Y.'+n'tlSUMSnvx.!Yn <nt a+�+m P.03 • Envelope Summary (back) Climate Zone 1 ENV -SUM •�.. INS Use this flowed to determine if project gumlike for e. optional Pm.cliptro Option. If not, either the Component Performance or Systeme An ly.is Options us ns roust be es. Marie IWOO from gime Mari inti . whirl e Mag la fs.i.en.s Mmmerss. d t +.• n .. tab.ra,ncwt bete e: 1.ab whet. *. t. le b okra n.blree teat mesa! y seed. 1.0 Wne of the pees wM ns wndI. Aters. Oeelger Wet t p ate tonna* elm neef.rl.e P 115 k1lmiN. *Wm* m* Ai ennien q.rnR NI klsulclbe Installed? Giulia Criteria Mal ern. 011 Arse % U u 00.10% 0.10 1.45 1.00 1015% 0.75 1.40 1.00 15-20% 0.65 1.30 0.90 20.25%0.001.300.65 id insulation knta..d? Glazing Cribric Mal? Van. 011 Area % u u 51134 00,20% 0,40 030 1,00 I1. ktsubeon Installed? Opaque Wags Rr1 Geioar1adere le (le) 9- esbw gm s wells (lie) R•1 Rodso.eraafos R MIotherfoots Roue oar uewaed. R Stsbe.on.gtede R-1 Radlanllbws R -1 Opel dolts U 0. Glazing Crisco@ Me? Glazing Vett. OH Area % U U S 00`20% 0.40 030 1.00 no Totals Area weighted HC: divide total of (HC x area) by Total Area Section 2009. Building Permit Plans Checklist ENV -CHK law wanhYglr1 sus energy Cam Owretbncs forma 1 June, IOW Maas Address Cho zon 14600 cloak a.eltia Way ✓teach -'I s vss.a, ra► 4/23/97 The fOltreAng InfonnatIon Is necessary to check a bjNding permit application for compliance With the hiding envelope requirements In the Weallklpt ft State Nonresidential Energy Code. Apps bIlty (yes. r . n.a.) Code Section Component Information Required Location on Plane 8u6tgng Deportment Notes GENERAL REQUIREMENTS (Sections 1301.1314) 1301 .Scope Unconditioned spaces identified on plans I allowed Yee 1302 Space heat type: mien loiter. indicate on pions that electric mistime heel is not allowed A ■ c. a. 13102 Semi -sated emcee Senirfeeted spaces ;doweled *natant If allowed 1311 Insulation Yu 1311.1 keel. installation Indicate densities and dearer es AO( tree 13112 Roof /ceiling knurl. kdraaa Rnatioe on roof elections for sales and other rods; indicate don for attic inaAaCan; Indicate Wines a eM rents installed: ' Indicate face stapNry of faced bales � A 2 Yes 13113 Well Insulation hdicale It on well eractonC Indicate face visaing of fecal bats; Indicate above grade exterior insulation is protected; Indicate koorw -fie core insulation tor masonry seals as neeess; Indicate heel otpedly of masonry wile If masonry option Is used er if uredt taken in ENVSTD: AOS 11.11. 1311.4 ' Floor insulation belied' R"ralus on Soot section; Indicate substantial oora r with surface; Indicate supports net more then 24" o.c.; indioels Met Insulation doss net block sinker through foundation vents — , Yes 1 l 1311.6 Slab-on-grade floor • indicate R•velue on wall section or foimdaGon detail; kdiale slab insulation attends doss reflsaitf 24' from top; Indicate sho+earede.xteder insurlalkil is protected e. a. 1311.6 Radiant floor Indicate R•vahu on veil section a foundation dotal; indicate Nab insulation intends down seniority 36' from the top; Indicate above grade exteriorinsuation is protected; Indicate insulation also under entire slab where req'd. by Official !e+ 1312 Glazing and doors Prowkle calculation of glazing area (Including both vertical vertical and overhead) as percent of gross wall tree 111117 - m► ca. jw 1312.1 U- factors Indicate glazing and (provide �eeseightad eaalcule glazing necessary); Indicate if values ors NFRC ar default. i values em default Men specify frame type. glazing layera, gapnidth, byre coatings. rtes Iltfwgts Ao I el 13122 Sr1OC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing scheduki (provide area - weighted calculations as r ecosery) Ao l 1313 Moisture control Yee 1313.1 Vapor retarders Indroate vapor retarders on warm aide AO t o yes 13132 Rod /ceiling vap.ret. Indicate vapor retarder on roof section; Indicate sap. retard. with sealed seams for non -wood atruc. A O/ i0 yes 1313.3 Wall vapor retarder indicate vapor retarder on wall section AO, i a. a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section a. a. 1313.5 Crawl space sap. rut. Indicate son rail black polyethylene overlapped 1 Z" on groun 1 .--- 1314 Air lea 7es 1314.1 Bldg. erlval. sealing Indlcate sealing, caulkfrq. pocketing, and weatherstripping ( (2 /A(..4 >y 13142 GIazingldoor sealing Indicate v.eethersttipping (,!Ar) pa s 1314.3 Assemb. as ducts ' Indicate sealing, caulking and gasket ng _ 113-1. PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320 -23 or 133044) yes Envelope Sum. Fpm Completed and attached. Provide component performance ' orb:l eer if necessary Provide EN1V3Tp_ecreen 1 output if necessary APR -23 -1997 04: 40PM FROM S'SPCE TO EARL'' "'IJSEN tJR • 1994 Wash in .ten State Nonresidentiaal_EnetOV Code compel rotor it no is shown for any question, pnovira •xplanatlon: P.04 Project Info - Project Address Owns* Wile Sleek PostEie MT a.ath•sdr tsar Ilk Mb 4/23/97 Capacity Btu Total CFM • For 8tilding Dept. Use 1PW Location ae-i ApplOant Name: Sas ea..aleiae agiaaaea 59000 APPicard Address: 12215 12x1 lee. death, lrt, IR 5903! 10.15 Applac.nt Pharr Me 213 ma aaa Cooling Equipment Schedule Equip. 10 Brand Karns' ; : Model No.' Capacity Btu Total CFM OSA CFM — . or Econo9 SEER or EER 1PW Location ae-i VOW nascsos07. 59000 2000 450 10.15 N/A soot aaa inter o0s0sosse 97000 3000 600 8.9 rl'ER if /A eoorr 163 MU 130 JIBS ale Heating Equipment Schedule Equ�. 10 .- Brand Naar' ! . Model No.' Cpscit BtWh Total CFM r OSA dm or Econo? r - Input 6tuh Output Stub r Efficiency' ao-s sae: D030141137 79000 2000 725 100 1®B 79 Mint 210 arrt TOM Do0o11oF120 130000 3000 725 163 MU 130 JIBS ale 1595 wadutrrw► aft Nowt admit Emmy Cod. cameeeeeFemee 'Compliance Option APR - 23 - 1997 04:41PM FROM S TO EAR' "ALISEN WA 1994 W • n State Nonresidential E . . Code • .. Form P.05 Mechanical Summary MECH -SUM .M . 11p6 Project Description Briefly describe mdchwlical system type end features. ® Simple System O Co nptex Syebm O Syeterno Antysis (See Decision Flowchart (over) for guMifiat orm Uee separate MECH.SUM for simple i complex systems.) Equipment Schedules The following hrorrnabon is required to be inoorpotstea We, the mechenic.(equtpment schedules on the plane. For projects without plans, fill in the rewired intarmetion below. Fan F,gnipment Schedule to Brand Nam.' , Model No.' CFM SP' HP/BHP Flow Control' Location of Service 'lf available. 2 As tested according to Table 14-1, 14-2 or 14-3. 3 1f required. ' COP, HSPF, Combustion Effici.rcy, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS). System Description See Seddon 1421 for full description of Simple Syslem quereetions. If HeadrogrOoding or Cooing Only: ® ConMsr* vat? 0 Spit "rem? ®AiraoeNd4 C. Paced IVO IN <Sl qoo Stub or 1900 ehn9 wedeln 0 Economizer wede tf Hoeing Only: 0 e7°11 outside *7 • is000 cfm? MECH -SUM APR--23 -1997 04:41FM FROM S'SPCE 1994 Washi ton State Nonresidential E ► Coda Mechanical Summary (back) the this ltowot rt to *Woke If prdlect outMMs for Single S) sm Opean. K nit, either I. Complex System or Systems Mstysis Options muse be used. Decision flowchart 'Complex Systems TO nIJSEN WA Form. P.06 1 4 Use Complex Reference) System Sec. 1430 J Refer to MECH -COMP Mechanical Complex Systems for assistance M determining which Complex Systems requirements ere applicable to this project. Project Mdfess Meares 1411e0 Bleak Pacific RR I at11- ?+atvtia, fie► 4/23/97 11. fallowing information is necessary to check. mechanical pert** application for compliance rattle mechanical rsgtitrements In the Washington State Nonresidential Energy Code. ' ') [ Section 'Component 'Information Required � , I on Piens B` ding t,,,an* HVAC REQUIREMENTS (Sections 1401-1424) • 1411 Equipment perfomlaroe yeia 1411.4 Pkg. elsc. tl�.i oig, list float purtipe an scMdille 1ro1 yew 1411.1 Mlnlmi.tt efficiency Equipment schedule with type, rapacity, Mkiency >toi 1412 HVAC carArok yes 1412.1 Tennper.ture sates f ndicte locatiora an plena' _ aio2 Yu s 1412.2 Osadberd ooritrol Indicate 5 degree dsedbend mhknum NO2 1. a. 1412.3 Humidity control Indicate hurnidistat yes 1412.4 Automatic setback Indicate theme:se t wtm night setback and 7 cliff. day types 403 4.a. 1412.4.1 Dampers ' Indicate damper location arid automatic controls q. a. 1412.5 Hest pump control indicate thermostat 1103 maroprooesaor on schedule yea 1412.6 Combustion hag. Indaate modulating or staged control yes 1412.7 Balancing Indicate balancing features on plans 1102 yea 1422 Thermostat interlock Indicate then a:tat interlock on plans 1103 yea 1423 Eoonomaers Equiprmlent Bch edule 1413 Ak eooramlters 1413.1 Operatiart Indicate 101)% nepablity on schedule 1(01 yes 1413.2 Control Indicate confide able to evaluate outside air Nai yea 1413.3 Integrated operation Indicate capabilty for partial coding 1101 1414 Dating srl6anme yea 1414.1 Duct sealing Indicate sealing nece+maary Noi yea 1414.2 Cud Msutatfon I dicate R -vahre of insulation on dud �1 yea 1415.1 Piping Ineutation Indicate R +slue of Insulation o piping yes 1424 Separate sir aye. lutech. su Forth Indicate separate systems on plans Completed and attached, Equipment schedule with types, input/output, efficiency, elm, hp, econorru¢er w Ho' yes SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 - 1454] 1440 Service wale(' htg. yes 1441 Elec. water heater Indicate R -10 insulation under tank .a. 1442 Shut-off controls Indicate automatic shut-off 1450 Heated pools h . a. 1452 Pool water heaters Indicate not electric resistance ni• 1453 Pool heater controls Indicate switch and 65 degree control a, a. 1454 Pool coven; Indicate vapor retardant cover , a. 1454 Pools 910s degrees Indicate R -12 pool cover TO BRRPNAUSEN WR APR - 23 - 1997 04:42PM FROM T S'SPCE 1994 Washi on State Nonresidential ESL. •1 Coda Co , i `' o if "no" is circled for any question, provide explanation: P.07 Mechanical Permit Plans Checklist ION Washbowl l lama Emmy Cea. C1omairwa rwna ur MECH -CHK .lone.111a1 Weston - (Iloorboom no.) - - - Occupancy Description Allowed Watts per ft Area to le ' AMowed x Ares Watts Proposed Detail star. 1.50 • 2480.0 3720.0 1426.0 Wand Campy 1.50 2160.0 3240.0 310.0 {.1e. /$tocaq. •c•- 2'x recess 111ossaso.ot 1 62.0 " From Table 15.1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts 6960.0 rropo t ag,ntrng vv autage vintenor) ter not cxcew r vii msowea waus r°, inum lug, • Location (Aootitoom no.) Fbdure Description Number of FLaures Watts/ Adore Watts Proposed 001420/4e eau. •a•- 2'44• s.o... tx.arssoent 23 62.0 1426.0 sales/stesep. 'II' - 2'44' raga.. fluoresces! 5 62.0 310.0 {.1e. /$tocaq. •c•- 2'x recess 111ossaso.ot 1 62.0 62.0 offiea/ .at . •D• 1'44' sertaae elaarliac et 3 62.0 186.0 Sala. •0' -4' >rleor.aoent strip 1 66.0 66.0 salsa - 1• -4' fluorescent .trip 3 32.0 96.0 Salad •T- riuos..oant t#a.nitgnt 7 68.0 _ 476.0 Comber /Treas•r 'R• surface 2acandeaosnt 5 100.0 500.0 c "Rr- laces 2.2.D. 8 455.0 3640.0 croon 'R`- dews. N.S.D. (Ixenpt for aaaerlty and I.C.t's) 4 Total Proposed Watts may not exceed Total Allowed Watts for We 62 otal Proposed Watts 67 62.0 Location Description Allowed Watts per le or per If Area in ft (or If for perimeter) Molted Watts x ft (or x If) Covered Paridng M 0.2 W' Open Parting 0.2W/11 OutdowrAreas sit. (27000 of less building + canopy). 0.2W/ft' 22360.0 4472.0 Bldg. (by facade) 0.25 W/R Bldg. (by Perim) ,hisses and Canopy par /mg tar 7.5 WM 394.0 2955.0 Note: for building exterior, choose either the facade area or titre perimeter method, but not both) Total Allowed Watts 7427.0 APR - 23 - 1997 04:42PM FROM T. & S'SPCE 1994 Wash. ,n State Nonresidential E .► Coda Co tic" Form r LTG -SUM ,wa W ohirrdlen as,. Ni M..wd a,. Dam Cada C.rryane. forns Project Info Proles/Address i camee• 14020 DUN ae.sfie teeth - :stela. ti Ap . pll nt Name: . ,npno.s.e ceaseless' eesteeez. Applicant Address: seats 7221 ave. *oath, tisae, III NO32 Applicant Phone: (201) 201 4222 o at. 4/23/97 For Building Depaf9nent Use I Depti0h1 1® New swam ❑ Ada. ❑ Mershon Compliance Option Maximum Allowed Lighting Wattage (Interior _ O Pres c dptire • Lighting Power Mown= Q Systems Analysis (See Qualification Checklist orr). Indicate Prescriptive & LPA spaces del* on plans. Alteration Exceptions ( app b 0 No changes are bek>g made to the log +D 0 Less than 60% of the futures ere new, and Installed potting wattage is not being Increased Maximum Allowed Li Wattage (Exterior Proposed Lighting Wattage (Exterior) (May not exceed Total Mooed Watts for Exterior) TO EARGHAUSEN WA ,rs,., INS . 23 -1997: 04 43PM FROM J & S'SPCE 1964 Wsshl 4n Ipata Nonni Firtunt DMplpdon M'. TO SARG1-IAUSEN WA Eriarav N V . FiwM Ran •w.sr ..alt shw.eue «slit it I - «t[!t • t 11bui4 a ..t/lt alsMelsa Mott aw*L.s ..teat Oita . ;. •11r- m31. Pao tam •r as' st. strip ' 0 14• Bit .ttlp • •1•- 33' AvaMwt stttp • Q• -;a• Rw....st strip '�•� •• llm..M.i t .etfp ' s• Vavammeat Dwiy\t 'o•-n *. 11w.t :.1.0.- 41.nl. Total Proposed Watt may not exceed ToW Albwvd Wads for &donor 4 1. 215.0 190.0 125. 100.0 54.0 450.0 Total Proposed Wale Watts Proposed 215.0 1920.0 225.0 240.0 225.0 760.0 125.0 100.0 ..162:0 2250.0 5757.0 tj, 23 -199? 04:43PM FROM J &.S'SPCE • • • , �:: •. u�. TO BARtal-IAU lSEN WA ION Ogle a-, 0.1.11r_ Lighting Permit Plans Checklist LTG -CHK M "no" is circled for any question, provide explanation: Pallot Clievais iuee » e.a..e car smitagrokwila, a* 4/23/57 Ito Iliont a Mi/emellen Is raced cry b docks Wag berme sppte:d1dr to macrame veil the IOW* requfnenents In lie 1104Wastrkraem Usk Nanmaidentli Energy Code. I Cods treat...) Section F _ Component information It puked an Plans Building Deportment Notes LIGHTING CONTROLS (Section 1615 « 1513.1 foal ooneovsoow Schedule with tycc indicate koatlons 102 >w 15132 Arse control Maximum knit per switch 1O2 I ` 1513.3 Ouylftte zone central Schadute with type and features, indicate boations vs. vodka glazing I dude vertical gluing on plans X02 X. a. ~heed glazing . Indlest, aarheed plating on plans b a. 1513.4 Oisplaylatjb1apsciM Indicate separate oonmak 1513.5 Exterior shut-0If Schedule with type and features, ine leate location (a) timer albackup krdrois location • 105 >r•� ro) Phtriacet Indicate leaden *05 1513.6 Inter. auto shutdf Indicate loosion "a . 1513.6.1 (a) cecup. sensors Schedule with type and locations 102 a. a. 1513.62 (b) auto. switches Schedule with type and features (backup. override capability); indicate size of zone an plans ra Lighting Sum. Form Completed and attached. Scheduie run !Write types. amps, beleele, watts per fedurs 1o2 Eke motor efficien IMECH•MOT or Equipment Schedule with hp, rpm, efficiency ( ' 23 -199? 04:43PM FROM J &.S'SPCE • • • , �:: •. u�. TO BARtal-IAU lSEN WA ION Ogle a-, 0.1.11r_ Lighting Permit Plans Checklist LTG -CHK M "no" is circled for any question, provide explanation: p-o rk ' "( U Wl e. cot 1ST. loo\ Ft . t 'ASS AS 4 Z 1Wk- 3 %' ek Rory '45 /1 s cc: voit4 4994L,wtM LETTER OF TRANSMITTAL P Aotacui. pe,1 rtt, L C-V- 11i1■&N f%R.Naw►►H( off CN0. ENGINEERING. LAND PLANNING. SURVEYING. ENVIRONMENTAL SERVICES DATE: SENT VIA: OUR JOB NO: ».�:�:vz �'"� :.<,,•> . ; GIN . • � :....<.y.. •,.c.. :: r•`..,: ::•q „y,; k? fi�knaxv.Y ft-00K") /A?? e(� �v* r \ . 4u rvo, -T Pauta O•-TI . 2. Q tv., 177e. FoR..wAp -fin TD . IMst a- I T ° r?e- ►ts-kGvp-VVN -A1 ■14To - 1I) Ott, ENWr1t4h Ftarbovv 14 e‘. L.ET . r►t� l_ N k cw 1 A• h+ ille t- A L.. t t.t r.)6 0 . Signed: !- 2- Gr--1V FILE COPY tho Plan Ch :( c �. 3 and omissions c:::; C 3 not authorize the violation c i . - c_'.. code or °amm o& Receipt of cc,..,..c 17-0/47L3 16215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX AF.354 "02/05/98 16:14 FAX FAX No. REFERENCE e tt MESSAGE : - - • 1 CHALKER. PUTNAM COLLINS & SCOTT 0 S U L G T; U C.T U A_ N G 1 N ® TACOMA OFFICE 950 Pacific Avenue Suite 200 Tacoma WA 98402 (253) 383 -2797 (253)383.1557 fax TO 43AP- 614 -L.sf ► Co NSO 1 ,36 .t,)6e■• VILS ATTN r-T PS:M2.So E/(IAN ILA' *.} ;.4 • ' :ORIGINAL .WILL NOT BE SENT ❑ SEATTLE OFFICE Court in the Square 401 Second AV S Suite 560 Seattle WA 98104 (253) 838 -3270 (206)467 -7788 fax 444 BARG CONSULT ENG 10001/005 FAXMITTAL DATE : Z5IR8' FROM 34-tk 4PinntsciLo PROJECT No. No. OF PAGES INCLUDING THIS PAGE IF YOU DO NOT RECEIVE ALL THE PAGES IN THIS FAXMITTAL, OR IF YOU HAVE TROUBLE WITH THE TRANSMISSION, PLEASE CALL US. .02/05/98 16 :14 FAX CHALKER PUTN C O N S U L T I N G S T R U C T U R A L E N G I N E E R S .0 MEMO..,_,_. .Et MEETp1G MINUTES O CALCULATION 0 TELEPHONE RECORD PROJECT. Ctt v RV A9 --1 Lr U 14.A- ORIGINATING OFFICE: er4ACOMA i • COLLINS & SCOTT 111 tumor _ ( (2'Z )4.6 )c --nIA-MI_•-rC'. Z'T I : Mt 0 SEATTLE :......._.... Z(4 c . 130rtiM..FN- p tzr, '. . w(.1Cy� 16 • PA.IUF�I� P!'71�J`f$CC�SpsT - 1�a.. ! ! 1 ; • • O DATE: 7 .f 6 196 SHEET OF NAME: - P JOB No.- 9?3O _ ( • ( • .. ! _ , (. .. _ 1 1 i 1 i 1 { I j . . ( 1 I . i . - 'I 1 , t i 1.. z x.b.. t ,.._..__.� ........ . I . ... I..,...__ ... ....... ... -I -- -, • E)P1IRE q : f , t1 g . ( s °. , Q4 i i . . . ' ; 4 i i i , -+-► -► BANG CONSULT ENG 10 002/005 . • InrtnrrwIrrticsrl 100.0 . OFn Onr•1 /L. eoo Cn11e onn 4Y...n..... urn 00 Ann . rna•• wow nnnn .nCe% owe wnnn .. _.H.- •n.••• J ,,, 02/05/98 16:15 6.0 144 5HT'G . edo6 " O.G. 2x10 — 2x10 16" 0.0.-- 6d 0 6" O.G. 1 "= 1' =0" Section (2) 2x4 (6)144 M uJ 8d ® 6" O.G. I6d ® 6" O.G. (0)64 DarAl tJ r ✓fit -0 .. • ►�-�r (2) 2x6' ti 2x6 0 24" O.G. •2x6 IN/ (2) I6d 0 EACH TRUSS 2x BLOCKING x4 o PANEL EDGES (2) 2x6 PLATES • LAP 6'-O" • NAIL W/ 16d is S" O:6: 2x6 o 24" O.G. .ALIGN STUDS k'V TRUSSES • 444 BARG CONSULT ENG Z003/OO5 f EXPIRES: /Ai* H. ,.,y}yfM..x.fw+.n'wk.MrYwr••,,, 4 7. ... 8d 0 6" O.G. 2x10 -- • 2x10 .16" Q.G. • Section 4 " , O 4 2x6 0O2/O6/98 EnSES rEs • 6do 6" 16" O. SHT 2x10 2x10 • 2x10 • Section 0 • • • 10 • • • , • • • • . • • , • 25 17r 2x6 BLICs& strikse it N . 1 • eyd 06' O.C. • • -"1 -16d co 6" az. • • 2x6 /1/(2) EACH.STUD 2x6 BLK'S 2x6 t3LIOS o 24" 0.C.. • • • • TRUS 2x10 2x10 16" oe' 2x10 • NO SCALE,' „. 02/05/98 ,2.B • 17 FAX -►-+-► BARG NSU COLT ENG • u m uu uaa► n v X L at VVS.lJ1�D1 V�/� C O N S U L T I N G S T R U C T U R A L E N G I N E E R S • O MEMO 0 MEETING MINUTES ❑ CALCULATION ❑ TELEPHONE RECORD PROJECT: C v►'0 N — Tvww ORIGINATING OFFICE: CY' TACOMA • • ! � i i . _. ;.. • i I ., SIMPSo&) ¶S.9 14:1 • • .• ❑ SEATTLE • 1 • ❑ DATE: SHEET OF NAME: JOB No.: 97 got • i .. ... :..... ..... , I........... ............. .............. ... ... . • • • pot,,k Tt T? S ^ . I. .L,,.,.., , tZ rGN 51 o%1S :`t a Gel tt ni f ; FRA M i f.)6. 1 _ ... QXPJ13t S . t . _'... . • .,. ..... _...........••..__. • • I¢JUU5 /UU5 z /S19B JJ P _........t ...............! • • Incorporated 1969 • 950 Pacific Ave Suite 200 Tacoma WA 98402 • (253) 383-2797 • (253) 838.3270 Seattle • (253) 383.1557 fax • Street. Frontal Improvement Proportional Fair Share Agreement to Include Utility Undergrounding Within the Public Right -of- -Way for the Length of the Frontage The proposed development at: (address) 1420 P C i FI C. H WY t� (parcel no.) i�00 - 0910 TMC 11.64.020 requires the construction of curb, gutter, sidewalk frontal improvements for new or remodeling construction when the floor area is increased by 20%; alterations, repairs, remodeling exceed 25% of the previous building value; 25,000 square feet is added or the building value is increased by $250,000. This development meets or exceeds at least one of the conditions stated in TMC 11.64.020. The proposed development property is obligated to participate in funding future frontal improvements and utility undergrounding within the public right -of -way for the length of the frontage, and the owner waives the right to protest L.I.A. or U.L.I.D. formation. The owner will pay a proportionate fair share based on unit construction costs for the frontal improvements and utility undergrounding within the public right -of -way for the length of the frontage if the City proceeds with construction. This agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors, and runs with the land. This agreement shall be recorded by the City Clerk with the King County Auditor as required by RCW Chapter 35.91, and the cost of said recording will be paid by the City. So that,the owner can remove encumbrances from the property caused by this requirement, the Owner can pay the City the Owner's pro -rata share for projected costs. These costs will be made available to the Owner upon written request to the Public Works Director. Owner: Street Address Owner (signature) Owner (print name) / 32/4 S t / B 1.eL Sr City Tukwila: ublic Works Director STATE OF WASHINGTON Date (0.0 ?AS Phone AV TON .0r+ 9cO98g City/State/Zip Code - i COUNTY OF l t/1.. On this day personal y appe d before me I i ci /1 K. < 1'l 0 PY C1 , to me known to be the individual(s) described in and who executed the within and foregoing instrument, and acknowledged that he /she /they signed the same as his/her /their free and voluntary act and deed, for the uses and purposes therein mentioned. .Given under my hand and official seal this ;-rat day of a -e (r/f vca r , 1916 DATE: d ZS 17 PROJECT ADDRESS: Bldg. ”..!M7KRL'dAUM4■$:: CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PROJECT NAME: / N kw k Cif e_ SHEET NUMBERS) (1-7, (i - 7 REVISION SUMMARY: la C ✓ i 5� �( ►� E' -���'� r4 utz d - d SUBMITTED TO: K--e L c - ► Planning REVISION SUBMITTAL PLAN CHECK/PERMIT NUMBER: P1 2_ i ) CONTACT PERSON: �� C� r L PHONE: 2,S") -(0 2.`Z. `7 RECEIVED . CITY Or TUKWILA "Cloud" or highlight all areas'of revisions and date revisions. S E f P , 2 3 5997 PERMIITT CENTER CITY USE ONLY Fire Sr2 /V'cl Public Works 3/19/96 September 25, 1997 Ms. Lori Hoover Barghausen Engineers 18215 - 72 Avenue South Kent, Washington 98032 Dear Ms. Hoover: ..rw.uu wnLLS+ arSV, si6A4C. 7. �Tb! �LiLf1141II9711E9 !VlYY1�'rl5pt�Il9.`t"1. r�RS.��.E`b'�x'�.h�i' 2t4t. 'Y:4e.Ri City of Tukwila Department of Community Development Steve Lancaster, Director SUBJECT: CORRECTION LETTER #2 Development Permit Application Number D97 -0143 Chevron Gas Station - Convenience Store 14620 Pacific Hy S i ' •'5 i :v' 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 review comments from the Building Division. At this time the Public Works Department, Planning 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, Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0143 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 4 • TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE: September 9, 1997 PROJECT NAME: CHEVRON GAS STATION-CONVENIENCE STORE PLAN CHECK NO.: D97-0143 Plan Reviewer: Contact.Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments: '. • -,••••• • " „ 1. "Keystone" retaining wall systems comply with the 1994 Uniform Building Code subject to the conditions of ICBO Evaluation Service, Inc. Report ER-4599. The use of this system was therefore previously approved. • • •.H The proposed substitution of rockery material for the required retaining wall along the • North and East property lines is not approved. • , • ' JJS //rrr City of Tukwila Department of Public Works NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: pti PUBLIC WORKS ENGINEERING DATE: SEPTEMBER 19, 1997 SUBJECT: CHEVERON GAS STATION - CONVENIENCE STORE Address: 14620 Pacific HWY S Project No. P96 -0102 Permit No.: D97 -0143 Contact Person: Lori Hoover Phone: (206) 251 -6222 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON SEPTEMBER , 1997: Access $25.00 Land Altering , G O Landscape Irrigation $25.00 Storm Drainage $25.00 Sanitary Side Sewer (grease interceptor only) $20.00 Total Fees: "' ` Two copies of the confirmed Utility Permit Application and plans are attached for inclusion in the permit file. Applicant shall apply for a separate hauling permit. The following items shall be included with your hauling permit application; Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as insured, a $2,000 bond and 5 copies of haul route map for hauling activities. C.F.: PW Utilities Inspector (with a copy of application) Development File (with a copy of application) OdYtuZ Deb. John W. Rants, Mayor Ross A. Earnst, P. E., Director PERMIT FEE 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 431-3665 • • a 1. "Keystone" retaining wall systems comply with the 1994 Uniform Building Code subject to the conditions of ICBO Evaluation Service, Inc. Report ER-4599. The use of this system was, therefore, previously approved. The proposed substitution of rockery material for the required retaining wall along the North and East property lines is not approved. I. TUKWILA BUILDING DIVISION PLAN REVIEW COMMENTS DATE September 9, 1997 PROJECT NAME: CHEVRON GAS STATION-CONVENIENCE STORE PLAN CHECK NO D97-0143 Plan Reviewer Contact Bob Benedicto at (206) 431-3670, if you have any questions regarding the following comments: • Bldg. V>,S!:hrtd i CITY OF TUKWILA Department of Community Development Building Division - Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 REVISION SUBMITTAL DATE: / PLAN CHECK/PERMIT NUM R: UN D L 1 3 # b Oli-i3 )---- PROJECT NAME: ChweAcvi af,) S PROJECT ADDRESS: I LI (02o k'cTi Pi c_ q1A) SnLyrc-1 CONTACT PERSON: L(DA -\ PHONE: Q.75\ - L9 aaD, Planning Fire REVISION SUMMARY: SQ- - A 1e.-) Q} PLac GL.)00(s c ryvt n ry_s Jo, 402-c) 8)-:7-)7q, SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. RECEIVED CITY OF TUKWILA SUBMITTED TO /e/ SEP 0 1997 .i' PERMIT CENTER CITY USE ONLY Public Works 3/19/96 � 04AV , kG ENGAN d Ms. Joanna Spencer City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Dear Ms. Spencer: Submittal Items CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES September 4, 1997 RE: Correction Letter No. 1 - Chevron Gas Station /Convenience Store - 14620 Pacific Highway South Development Permit Application No. D97- 0143 /Our Job No. 5781 In response to your plan review comments, dated August 7, 1997, attached to a letter to Ms. Lori Hoover of our office from Ms. Kelcie Peterson of your office, dated August 12, 1997, we hereby submit four complete sets of revised plans and the following items with this response letter to your plan review comments. • Two Storm Drainage Reports (revised) • Letter from The Transpo Group • Copy of signed easement for storm drainage facilities from Quality Rentals • Approval letter from Water District 125 • Approval letter from Val -Vue Sewer District • Calculations and details of rockery design (reinforced) prepared by Terra Associates RECEIVED CITY OF TUKWILA SEP 0 PERMIT CENTER Responses Sheet A00: All of the comments have been revised to reflect what you have requested for this sheet. Sheet Cl: We have revised all comments to reflect what you have shown on this sheet. Sheet C2: We have shown on the plan where Item 8 is called out on the site development schedule. Sheet C3: Refer to Sheet C2 for the relocation call out notes regarding the power poles. Sheet C4: The Pizza Hut property illegally drains surface water runoff onto our site by the addition of 2 -4 -inch weep holes through existing curb and gutter as a means of allowing overflow to bypass their storm drainage system and prevent further flooding on their property. The 4 -inch weep holes have silted up and runoff was prevented from exiting their property through the existing extruded curb. However, if runoff does exit the Pizza Hut property bqa.o3 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX Ms. Joanna Spencer City of Tukwila Public Works Department C -2- Sheet C5: We concur with all of the plan review comments concerning Sheet C5. Sheet C9: We have revised standard Detail No. 15 per the attached markup. CIT YOF E TUKW L SP 0 4 1997 September 4; S99 ENT ER and flow onto the Chevron site, it will be picked up in the on -site conveyance system and routed through detention, or it will be collected in the curtain drain along the south and east property lines, ultimately draining to the drainage system in South 146th Street, preventing further flooding of the downstream properties immediately adjacent to the site including the motel and apartment building complexes. Concerning the downstream properties that are experiencing flooding, we have addressed how our site shall not contribute to their problems because of the measures we are taking to prevent runoff from our site from entering their property. These issues are addressed in the storm drainage report. As per your request, we have now provided detention of storm drainage water for our site, and have also provided a detail for the control structure of the detention system. Sheet C6: We have shown a storm drainage system for the rockery retaining wall which replaces the previous keystone retaining wall design. Sheet C8: We concur with all the comments concerning Sheet C8. Sheet C10: We have revised Detail A per the attached markup. Also, please see the attached letters from Val -Vue Sewer District and Water District No. 125 regarding their approval of the water system design for the waterline extension for this project. Via a telephone conversation with your office, it was understood that if we have those letters you will not require us to relocate that waterline to the east side of the power poles between the property line and the power poles, which is an impossibility anyway because the existing waterline exists in that area and must be kept in service until the new waterline is installed. We believe that you will find the location that we have shown for the waterline is ultimately the only location possible in Pacific Highway South and trust that you will concur with our design. Sheet L2: The details on Sheet L2 are general planning details and the bubbles have been removed deliberately. Also, a current landscape plan is attached which we believe will answer the second review comment question regarding Sheet L2. Sheet Y01: A grease interceptor is now called out under the three- compartment sink on this plan and is cross referenced on the civil site plan by note. General Review Comments 1. We have indicated on the plans total quantities and cubic yards for earthwork, asphalt, and concrete in order that you may determine the need for a hauling permit. ••,'• .„.. • ' Ms. Joanna Spencer City of Tukwila Public Works Department of the property. ",;• t -3- 2. We have revised all sheet numbering systems to consist of ten sheets. • September 4, 1997 3. We have added an additional detail on Sheet C6 which shows a cross section of the north side 4. We have provided a curtain draM system starting approximately 10 feet east of Cross Section 13/C6 and have designed it to convey out to the system in South 146th Street. 5. Please see the attached storm drainage easement from the owner of the property to the north (Quality Rentals) allowing storm drainage to flow through the east side of their property. 6. Please see the attached letter from The Transpo Group which indicates that they did use 1998 as the horizon year for their study instead of the year 2010. However, as indicated in the letter, this horizon year of 1998 was approved by the City and meets all generally accepted requirements for traffic studies in this situation. Please see the attached letter. We hope that you are now able to review and approve the plans. Should you have any questions, please do not hesitate to call. Sincerely, erome Design er JPJ/es 5781C.037 enc: As Noted cc: Mr. Andy Lakha, Lakha Investment Co., L.L.C. Ms. Lori K. Hoover, Barghausen Consulting Engineers, Inc. Mr. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Jacobs, P.E. RECEIVED CITY OF TUKWILA SEP 0 4 199 PERMIT CENTER Transporfailnn and Traffic Engineering PLANNING • OFSIGN TO: Lori Hoover Barghausen MEMORANDUM FROM: Tasha Leshefk TRANSPO SUBJECT: TUKWILA CHEVRON TIA COMMENTS cc: Joanna Spencer, City of Tukwila ThP TPANSPfi firnnn Inr DATE: August 19, 1997 TG: 96706.00 51-81 The Transpo Group In response to comments made by Joanna Spencer with the City of Tukwila, regarding the Tukwila Chevron Traff c Impact Analysis. I have summarized our traffic analysis approach and methodology. The traffic analysis was completed in December, 1996, at which time Ron Cameron was working for the City of Tukwila and was the primary contact for this project. The scope of work was determined through numerous email and phone exchanges with Ron Cameron, Based on our discussions with Ron. we understood the traffic impact analysis to evaluate existing and future conditions, with and without the proposed project. At the time of scoping, Ron indicated that a horizon year for project buildout was satisfactory. No mention of a horizon year of 2010 was made at that time. Thus,'our approach evaluated the net impacts of the proposed project for 1998. the year of expected project completion and occupancy. We feel that our approach is consistent with standard Traffic Impact Analysis Guidelines. In addition, we were given an example TIA performed by Gibson Traffic Consultants for a pipeline project in the site vicinity that also evaluated the year of their proposed project buildout for the future condition. Based on discussions with Ron Cameron. our experience with the City of Tukwila, and example TIA's supplied by the City, we consequently used the year of buildout as our horizon year for analysis. I trust that this background explains our approach, and clarifies any misconceptions regarding the Tukwila Chevron traffic analysis scope. Please feel free to contact me if you need any additional information. or if 1 can answer any further questions. RECEIVED CITY OF TUKWILA SEP 0 it 1997 PERMIT CENTER - 0143 111:4 $ 7.101 Crroot G•;•o 7f11 QP11(17.17 - r . ∎ rh17.1RPP 'OS MAL1PP' � . After recording return to: Jay S. Grubb. P.E, . Vice President Barghausen Consulting Engineers. Inc. 18215 72nd Avenue South Kent. WA 98032 See Attached Exhibit "B" DRAINAGE EASEMENT For a valuable consideration, receipt of which is hereby acknowledged, the GRANTOR(s), — the owner(s) in fee of that certain parcel of land, legally described as follows: hereby grant and convey a non - exclusive easement (attached and incorporated as Exhibit "A ") to Lakha Investment Co., L.L.C., (GRANTEE) for the purpose of conveying, storing, managing and facilitating storm and surface water per an engineering plan approved by the City of Tukwila for the project known as: Tukwila Chevron and Convenience Store at 14620 Pacific Highway South, Tukwila. Washington , together with the right for the City of Tukwila to reasonably ingress and egress to said drainage easement for the purpose of operating, maintaining, repairing, and improving the drainage facilities contained herein. 5781.015 [JPJ /jss] CITY OF $EP 0 4 1997 PERMIT CENTER The GRANTOR(s) of said parcel, is (are) required to obtain prior written approval from the City of Tukwila prior to filling, piping, cutting, removing vegetation, or substantially modifying or altering the intended use of the drainage facility contained within the easement above described (except for seasonal, routine landscape maintenance). This easement is intended to facilitate reasonable access to the drainage facilities. It is binding upon the GRANTOR(s), its heirs, successors and assigns. STATE OF WASHINGTON ) COUNTY OF KING s s. the .State of NOTARY PUBLIC in and fo Washington, residing at My Commission Expires: GRANTOR GRANTOR On this date personally appeared before me: u>/1gk , to me known to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this al day of , 199q7 ‘kEXPOi.... i y. o- t -. • i .:c ? • � 5781.015 [JPJ /jss] RECEIVED CITY OF TUKWIIA SEP 0 II 1997 PERMIT CENTER EXHIBIT "X! DRAINAGE EASEMENT . • The West 10.00 feet of the East 98 feet of the North 100 feet of Lot 11, Block 7, Adam's Home Tracts, according to the plat thereof, recorded iri 11 of plats, page(s) 31, in 'King • . County, Washington. 5781.015 [JPJ/jss] RECEIVED CITY OF TUKWILA SEP 0 4 1997 PERMIT CENTER • , C.V • . August 27, 1997 Jacobs, P.E. Barghusen Engineers, Jake a E Inc. 18215 72nd Av Kent, WA 98 0 Dear Jake: RE: Waterline Extension for the Proposed Chevron Food Mart Located at 14620 Pacific Highway South, Tukwila, Washington Your Job No. 5781 The waterline as shown on the utility plan is acceptable with Val Vue Sewer District's standards. • Sincerely, VAL VUE SEWER DISTRICT " SF/kh Steve Fletcher Inspector P.O. BOX 69550 SEATTLE, WA 98168 14816 MILITARY ROAD SOUTH MICHAEL. J. WEST JOE T. COLELLO DAVID L. RUITER FRANCIS L. SHEEN COMMISSIONERS T J. MATELICH GENERAL MANAGER DANA R. DICK ASSISTANT MANAGER 206/242-3236 FAX 206/242-1527 RECEIVED CITY OF TUKWILA SEP 0 4 1997 PERMIT CENTER ':ri'n`Slk,tYfil ag6. 15? 3i.4:•i�rTro+ur•uawxrxwe..•i acwn4.�vnxk:� +:iCtTid1ti53sk' 7I2 - 1997 1 : a8PM Mr. Jake Jacobs, P.E. Barghausen Consulting Engineers, Inc. 18215- 72nd Avenue South Kent, WA 98032 r RUM N iHALLEUUN ASSOC. 206 827 5E43 Penhallegon Associates Consulting Engineers, Inc. Engineering • Planning • Surveying • Consulting September 2, 1997 Subject: Chevron Food Mart Water Extension King County Water District No. 125 Dear Mr. Jacobs: Water District 125 has been requested to provide this letter in regards to the proposed location of the new 10" water main to be constructed for the Chevron Food Mart project at the 14600 Block of Pacific Highway South. The District has no objections to the water line being constructed as shown on Sheet C10 of 10 of the plans prepared by Barghausen Consulting Engineers, Inc. However, if the water main is to be placed in the location shown, there are issues that must be considered and satisfactorily addressed. They are as follows: 1. The water main is shown to be constructed 4 feet away from and parallel to a sanitary sewer main. Therefore, the construction must be in compliance with DOE criteria regarding types of materials and vertical and horizontal separation for construction of parallel sewer and water facilities. 2. The City of Tukwila is planning roadway improvements to Pacific Highway South.in the vicinity of the new development. The water line design must be coordinated with the City's design of the Pacific Highway South project to insure that future grading or other street improvements will not adversely impact the water line in terms of operation, pipe cover, separation from other utilities, etc. Any final location for the water line must be reviewed and approved by the City of Tukwila. We hope this letter satisfies your needs. If you have any questions, please feel free to call me. cc: Russ Austin, WD 125 Sincerely, PENHALLEGON ASSOCIATES CONSULTING ENGINEERS, INC. Dave Hutley, P.E. Associate 750 Sixth Street South, Kirkland, Washington 98033 Phone.. (4251R27•2014 • PPY• (4751 R77_.11411 P. 2 RECEIVED CITY OF TUKWILA SEP 0 1997 PERMIT CENTER AgANIiald tM' BtitgororiuM wtira a xo an N tuswe6vatXtxSISMii ugiti ri �°i tIM37 AUG -18 -97 1S :20 FROM:TERRA ASSOCIATES IDI2068214 71 DESIGN MEMORANDUM TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences To: Jake Jacobs Barghausen From: Ted Schepper, PE Subject: Reinforced Fill/Rockery Wall Fax Number: (425) 251 -8782 Date: 8-18-97 Project Number: 3617 Project Name: Chevron Food Mart Tukwilla, WA Jake: Attached is the recommended design section for a reinforced fill/rockery section. As we understand this design will be used instead of a reinforced earth fill/keystone block wall section along the north and east side of the site. The building will be supported on pile foundations and therefore would impose no surcharge loading on the wall. Traffic surcharge was modeled as a uniform pressure of 240 psf. Design calculations are included. Should you have any questions please call. cc: Ted Schepper, PE 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone No. (206) 821 -7777 CL ri '1 Xif.'7Y - +tt9s'k$4;U:fY:n.$'i PACE 1/3 RECEIVED CITY OF TUKWILA SEP 0 4 1997 Fax: 821J+AIT CENTER I PROJECT T kc. w ,. < 1 a. 6, re w A 4 4 , , , ? . . B 7 _.( LOCATION rrV \G. 4 011 GC.. u..}-Pt-- CHECKED SHEET I it DATER / y• - g 7 CLIENT L6NL L11. � .v14. 1 2525 Willows Rd., Ste. 101 • Kirkland, WA 98034 • (206) 821 -7777 4 37 "7 JOB NO. ' n1;:*'F any AUG-18-97 15:20 FROM:TERRA ASSOCIATES c. t o <-1C. ' o4, I C l3o3: ( (o /Z ÷ S . . r /j2 q7 /3: y . S. 24707 ( a) �/2.g7 CZ). 0 2.: . G tc N.0 . .©Cte. 0�1 t ,ia G y PvijooT CO 14V. 2 :. SO. (4) r:Is5 2. 7 � GS?,Z 3? /vs`o 3. '7`{ `1 7140 /bs 3,43 1bo!'.C. 3,38 /DS 2. 2.2 .' :.. TERRA ASSOCIATE Geotechnical Consulta ID :2068214334 So /3 0 / 3c � + �v i< trot a •./ 5/0 3 y3 PAGE 2/3 • PERMIT : CITY F KWILA iSEP .o : 1997 ;�!vSt vii! �Si��i�6�` i�r! Fw. r�y^ rrn�.:: r.•..... 4. µ- ar_ wr: �>: r, fti' Frawrwrtt�rr.•. 1. T:t.. c.. , .r?:tiC�VT0.,.{wn::,Uit:;�N�ei'.` t,.Ei: t �£".... v::. s , AUG -18 -97 15.21 FROM:TERRA ASSOCIATES N J ■ 18 in, min Firm undisturbed soil to be verified by Soil Engineer Slope 2:1(H:V) MAX. Compacted Structural Fill Swale for surface drainage control 6 i 1 Keyway Rockery Height 4' 6' 8' TERRA • .•: ASSOCIATE ot Co Keyway should be sloped down towards the face being protected 12 in. No. of Grid Layers 2 3 4 ID:2068214334 Mirafi 5T Geogrid or equivalent .'reinforcement approved by ^Geotechnical Engineer. : :: .:::: see reinforcing schedule below) 3 in. min gravel bedding 4 in. minimum diameter drain pipe surrounded by clean washed pea — gravel or gravel GEOGRID REINFORCING SCHEDULE Grid Length (L) 4' 5' 6.5' PAGE 3/3 RECEIVED CITY OF TUKWILA SEP 0 ' 1997 NOT TO SCALE REINFORCED FILL /ROCKERY CROSS— SECTION TUKWILA CHEVRON FOOD MART TUKWILA, WASHINGTON PERMIT CENTER Proj. No. 3617 I Dote AUG. 1997 I Figure 1 •., , ,... •- , , . ‘ . ',-. •, ,." , , • ' ' ,. , . , '• . . , ,': : NOrih 400 feet of Lot 10, except portion thereof conveyed to State,of, Washington for State ... , • Road NO : 1 by deed. ' —.-'-' • .— '' ' - ' , . - ' , ALSO North 100 feet of Lot 11; -,-..'-:::.,::,;,, -.. '''', -, '.`.,..'-±"., '..:,' .'" %:'...''. : •- EXCEPT. East 88 feet THEREOF; • . : ,.. ,: -. ;.,- 1, ,.„ . :,:: , •:.:'-; . :.: , -;.....,;-A11in Block 7, Adam's Home Tracts,,according to plats thereof, recorded in Volume 11 of Plats, , ; ..,!,: ,.. , ,•:: page 31, Records of said King. County, Washington. . ., EXHIBIT "B" LEGAL DESCRIPTION • • . • •,. • , • .." • ..• 5781.015 [JPJ/jss] RECEIVED CITY OF TUKWILA SEP 0 4 1997 PERMIT CENTER August 12, 1997 . er.,;.41..+ar y..c, o wore gele i+s+rm .tv-momna a7- 11,01 notir mosinf is is vOrAttilWA City of Tukwila Department of Community Development Steve Lancaster, Director Ms. Lori Hoover Barghausen Consulting Engineers, Inc. 18215 - 72nd Avenue South Kent, Washington 98032 Dear. Ms. Hoover: SUBJECT: CORRECTION LETTER #1 Development Permit Application Number D97 -0143 Chevron Gas Station - Convenience Store 14620 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 review comments from the Public Works Department. At this time the Building Division, Planning 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. Since el , Kelcie J. Peterson Permit Coordinator Enclosures File: D97 -0143 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 3 DATE: ;..,t,. on. wnww! mum+ Kr!.+ ttk a- .;N4.W.t h'rNaSm7VI.^ }=.7.1'4 August 7, 1997 SWO WAI4SSC i INtzeil City of Tukwila Department of Public Works 2C.W It urst+xi"24S:Jkt PUBLIC WORKS DEPARTMENT COMMENTS PROJECT NAME: Chevron Gas Station - Convenience Store PLAN CHECK NO.:D97 -0143 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. John W. Rants, Mayor Ross A. Earnst, P. E., Director Sheet A00 - Sheets C8, C9, and C10 refer to City of Puyallup in the index. Please revise these notes for City of Tukwila - Revise street callouts on the vicinity map to read "South lxxth Street" for the streets. - Add a north arrow for the vicinity map. Sheet C1 of 9 - On storm drainage general note #4, revise the phone number to read: "(206) 433 - 0179." - Site notes number 6 and number 7 shall be revised to read "City of Tukwila" instead of "County." - Soils report note number 1 shall include the title and date of the report. It shall also include the name and phone number of the geotechnical consultant. Sheet C2 of 9 - Where is item 8 called out on the site development schedule on plan? Sheet C3 of 9 - Existing street lights within proposed access driveways shall be relocated. Please revise the callouts on the plan. Sheet C4 of 9 - Show how storm drainage from the Pizza Hut will be channeled and picked up. In February of 1997, Public Works made a site visit and observed that the drainage course from the Pizza Hut was blocked. - Downstream properties to the south and east (the motel and apartment buildings) lack adequate drainage facilities. Each of these sites have flooded in the past. Quality Rentals (north of the property) experiences flooding in the basement and garage. Several private residences on South 146th Street also experience drainage problems. These facts shall be addressed in the storm drainage report. 1 6300 Southcenter Boulevard, Suite 11100 • Tukwila, Washington 98188 • Phone: (206) 433 • Fax (206) 431-3665 1Yi' i iJ: .si°S`; ;!:ttFa�,tx.�svo. .w+ +nrxn�,v,w.xi a•...�e, rtw t,AVA. °,m3T dvS'selttl lir- !.W.A4RIIVA1:,2.Y:iA4.L' :7',c'?CA�IS - Gilliam Creek, which is receiving drainage basin, has beei;,atermined by the Public Works Director to be a critical drainage area. As a result, detention of storm drainage water is required per King County Surface Water Design Manual. - Provide detail for catch basin #1. Sheet C6 of 9 - Show storm drainage system for the keystone wall. Sheet C5 of 9 - Cone filter shall be required at the temporary outlet control structure. - Clarify how the 1:1 cut slope for the underground storage tank excavation will be obtained if plan shows cutting into the existing slope. Are the rock check drains encroaching into the silt fence or does the symbol represent straw bales? Sheet C8 of 10 - Delete "City of Sea Tac" From notes 5, 9,17,18, and 24. - Delete "All hydrants in City of Sea Tac to be IOWA" from note number 8. - Substitute "City of Sea -Tac" with "City of Tukwila" in notes 28 and 29. - Revise Standard Detail number 3 per attached mark -up. Sheet C9 of 10 - Standard Detail number 15 shall be revised per attached mark -up. J:P '..Mecca yeokAii;i !kri`aY 4 S£�71?Sk Sheet C10 of 10 - Revise Detail "A" per attached mark -up. - Revise location of the proposed water main. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. This distance shall be measured from edge to edge. Applicant may apply for a deviation to the Public Works standard. See attached Public Works Standards W 3.34. - The proposed new water main shall be placed east of the existing sanitary sewer. Sheet L2 - Number the detail on sheet L2 and cross - reference these details on sheet L1. - What does the symbol between the two call -outs in the middle of the east property line represent? Sheet Y01 - A grease interceptor (Thermaco or bio- enzyme grease unit) is required under the three compartment sink. This unit shall be included in the equipment schedule and covered by a note on the civil site plan. As stated on the requirements for a Land Altering Permit, an estimate of the quantities of cut and fill associated with this project shall be indicated on the plan. This quantity shall include estimates of all materials being hauled to and from the site. Total quantity (in cubic yards) will determine the need for a hauling permit. 2 Cr ,The nurribering system or#C...e cwil plans shall be revised. She , L1 thru C7 call for a set consisting of 9 sheets. However, sheets C8 and C9 call for a set consisting of 10 sheets. Show an additional cross-section for the north side of the property. This cross section shall show the Quality Rental property, the new retaining wall (including storm drainage within the retaining wall), and the proposed convenience store. Provide a continuous storm drainage system starting approximately ten feet (10') east of cross-section 13/C6. This system shall be designed to pick up all remaining site drainage, rockery drainage, and shall also connect to the keystone wall drainage system. Provide a storm drainage easement from the owner of the property to the north (Quality Rentals). 4-10g120t) VEA'R (OH IC 1-1 pj R.RECT) ¶ji re rivni-tesi5 ppren bec 19q(:, PREPfl"Eb ... rmi\Jty0 U p 5r1ItL r fWi TO IMil 4 e&F- aol A 5 i-i9R1'201 YE: Pk f2GPOR.T Yei;t /990 i+ .„ . 3 PtOI OAR /f Pt 01 SCA,. C rat SAW OC4CN PQ , 1∎95 \9Sf0: AO \•It :uI DsMCI APPilOrt 3 // \ \ \\ •V∎\ \\\ .\ !/ii // V. we =111 I CLA SS "8" ASPHALT i.x'xe is Tb 6' MIN. SAW CUT & SEAL EDGES W/ TWO COATS OF TAR W COMPACTED CRUSHED ROCK 95% COMPACTION TRENCH WALL 9rArr ,u .s A47zssMtvAaw tO7 rxifsA !Awli orKtwA a Aouveiso. NOTE: ANY DISTURBED ASPHALT EDGES WILL REQUIRE 1.5' MIN. WIDTH PATCH AND A 6' BASE OF 4b" COMPACTED CRUSHED ROCK. 1.5' 1.5' NOTE: PATCHING IN THE CITY OF TUKWILA TO BE 1.5 TIMES THICKNESS OF EXISTING PAVEMENT UP TO A MAXIMUM '6Z, DEPTH ASPHALT PATCH AND WATER TRENCH DETAIL • OAR APPIIQ.tO SAW CUT & SEAT EDGES W/ TWO COATS OF TAR PIT RUN GRAVEL PLACED IN 1' UFTS AND COMPACTED TO 95% DENSITY WHERE REQ'D AND /OR AS DIRECTED BY THE ENGINEER OR THE CITY OF TUKWILA /SEATAC /KING COUNTY 12« 5kt )` C ? °( 10 STD. DETAIL No. 15 King County Water DistriC No. 125 Red for up to 500 gpm Rustoleum #1210, Farwest #X -6270, or equivalent Rustoleum #559, Farwest #261, or equivalent Rustoleum #935, Farwest #255, or equivalent Orange for 500 to 1,000 gpm Green for more than 1,000 gpm Sections: 14.24.010 14.24.020 14.24.030 14.14.040 14.24.050 14.24.060 Chapter 14.24 FIRE HYDRANTS Applicability of provisions. Type. Installation. Coverage. Accessibility. Exceptions 14.24.010 Applicability of provisions. All fire hydrants installed within the corporate limits of the City of Tukwila shall meet or exceed the specifications and standards set out in this chapter. (Ord. 1692 (part), 1994) 14.24.020 Type. Hydrants shall conform to American Water Works Association Specifications C 502 -54; shall be compres- sion type and shall have a two -piece breaking flange with breaking thimble at the ground line or stem; shall have a self - oiling dry bonnet with factory-filled reser - voir holding approximately 8 ounces of oil. Oil reser- voir shall have not less than two "0" ring seals. Oil reservoir shall be so designed as to give a complete lubrication of stems each time the hydrant is operated.. The upper stem shall have a brass sleeve. , (1) Hydrants shall be equipped with : two 2- 1 /2" N.S.T. hose ports and one 5" Stortz pumper dis- charge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (2) Hydrants shall have a 6" M.J. bottom con- nection and a 5-1/4" main valve opening, and shall have 18" above -grade level to the center of the pumper discharge port. (3) Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X -3472 Case Yellow. The bonnets and ports of City hydrants shall be painted: (4) Private hydrants shall be all yellow. (5) Any exception to stated paint standards must be authorized by the Director of Public Works. (6) Hydrants are to be compression -type, equal to Mueller #A -423 or Mueller #A -419. (Ord. 1692 §1, 1994) Printed May 8, 1997 TITL 5- 14 — WATER AND SEWERS 14.24.030 Installation. (a) Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete, or con- crete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant, and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 to 3 -1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. (b) All hydrants shall be installed with an auxiliary gate valve between the hydrant main valve and the water main. The gate valve shall be UL approved and have a 2" square operating nut. The valve shall be installed at the hydrant - lateral tee. If the hydrant is greater than 10 feet from the main, an additional valve may be required, but not closer than 3 feet from the hydrant. The protector cover for the valve shall be left in plain view, flush with grade after landscaping or paving. (c) Hydrants, auxiliary gate valves, and supply lines shall be installed to meet sound engineering standards per NFPA #24, paragraphs 4202, 4301, 4302, 4303, 4304, and 4305. (Ord. 1692 §2, 1994) 14.24.040 Coverage. (a) Except as otherwise provided herein for single - family short plat and individual single - family homes, all commercial, single- family subdivision and multi- family development, including approved conditional uses, shall have hydrants spaced so that a hydrant is no more than 150 feet by line of vehicular travel from a building and that no point around the perimeter of any building is more than 300 feet from a hydrant. Hydrants on water mains within the City shall be spaced no more than 300 feet apart. (b) For short plat development (four single - family homes or less) and individual single- family homes that do not otherwise meet the 150 -foot requirement of this section, hydrants shall be placed so that a hydrant is no more than 250 feet by line of vehicular travel to the nearest point of the building, provided that: (1) The property owner shall sign an agree- ment, on a form prepared by the Director of Public Works, which form shall include an agreement not to protest the formation of any LID or ULID, to participate in future water system improvements to correct defi- ciencies that have been identified in the applicable water comprehensive plan and /or an engineering analysis of the development. Examples of deficiencies include, but are not limited to, failure to meet Tukwila pipe size standards, minimum flow rate (gpm) and residual pressure (psi) from DOH, fire code or insurance underwriters (whichever is more stringent), Page 1 4-1 9 'ROVIDE THRUST BLOCK Min. 3' & Max. 50` MECHANICAL JOINT CONC. BLOCKING DIM. 1'X1'X3" NDISTURBED ;OIL NOTES: Paahallejaa IsaoclaLes Consulting F.ngtnoarn, Inc. 5" STORTZ• FIRE HYDRANT TO BE P 111 D4 IVO COATS O ' RVSTOLEUM" 6159 YELLOW MOSS. HYDRANTS ARE TO EQUAL MJl11LR M- +sri OR MUELLER /A- 419. /2 YD. PEA GRAVEL OR WASHED ROCK ( 3/8" TO 3") \ RN.. vetCT .�- HeyyC�cYfJ•fy,�J',RLi.4K4 s`,.L'w�! �. HYDRANTS SHALL CONFORM TO A.KW & SPECIFICATIONS C 50 SHALL BE COMPRESSION TYPE AND SHAH HAVE A TVA P[CE BREAKING FLANGE MATH BREAKING THIMBLE AT THE GROUND UNE OR STEM; SHALL HAVE A SELF -QIUNC DRY BONNET MATH FACTORY Fll.LED RESERVOIR HOLDING APPROXIMATELY B OUNCES OF OIL O RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION Olr STEPS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. SIDEWALK PER TUK'MLA/ ackTNC, .KING- GOUt+T - STANOARDS 6' DIA. DUCTILE IRON PIPE 1 `.^. tl •!w!wf: If /1.ih1'v�'M < , • l:.''�r'PF9;';YXi.C*.,,a' • �• ! �Y: +'+'atiKp'M•S':'�C }�,T�1VF_tt .'i^4a.N'hwt�..,�y.� CURB k GUTTER FINISHED PAVEMENT. SEE VALVE BOX DETAIL. 2 -3/4' ASPHALT COATED STEEL SHACKLE RODS. FIRE HYDRANT ASSEMBLY DETAIL O AR APPu FLANGE JOINT 6' RFSIUENT WEDGE GATE VALVE CAST IRON TEE (CEMENT UNED) - MJXAOXFL A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 1/2' N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT, AND SHALL HAVE A I 1/4" PENTAGON OPEN -LIFT OPERATING NUT. HYDRANTS SHALL HAVE A 6" M.J. BOTTOM CONNECTION AND 5 1/4" MAIN VALVE OPENING, AND SHALL HAVE 18' ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. SEE BLOCKING DETAIL UNDISTURBED SOIL B. WHERE NO CURB & GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER UNE) CLOSE TO PROPERTY UNE. C. HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 14.24 AND CITY ORDINANCE OR CITY OF SEATAC REQUIREMENTS. • 4W NST CITIES OF SEATAC AND TUKWILA 41/4' SST KING COUN STD. DETAIL No. 3 King County Water District No. 125 h . iL =14. - V tnI,-- • _ CM {P'E= 313:36 • RIBA = _31"`.22 10" CONC •J • = 309.42 10" CONC = 311.62 8" CONC 111 = 312.12 0HO)d 10" D.I. • • U---- I ="j"-- . ___ - f� r ) E_ CB -- r RiU = 317.87 12" CONC S = • 314.97 18" CONC E = 314.40 / EX. 10' G.V. 5'± DETAIL 1 A" NOT TO SCALE CO z 0 \z . REMOVE 10'x6" REDUCER & 6" GATE VALVE AND CONNECT TO EXISTING 10" TEE W/1 -10" 45' BEND,(FLxMJ). 1NST _ 6 B� ' D FLANG 0 REMOVE - VALVE BOXES 6' C.I. (TO BE ABANDONED) INSTALL: 1— 10" 45' BEND (MJxMJ) CONC. BLOCKING • / yylo Pi-01042-9. _ a Gl0 0 to • 1T 1 II ` II 1 II \ EX CB —E RIM - = 320.41 I I 12" CONC S. = 318.11 II 12 ". CONC N 318.11 8" CONC W. = 318.56 W.3.34 SEPARATION AND CROSSINGS Shall be equipped with domestic water, power (110 Volt, single phase), duplex waterproof outlet, lights, heater, dehumidifier and sump pump with a check valve. 4. Shall have offset hatches for access to vault with } permanent full length ladder. W.3.33.4 CHECK VALVES. Check valves shall be for 150 psi working pressure, unless otherwise specified. Check valves shall be equal to Clayton 81 B. W.3.33.5 AIR RELEASE VALVES. Air release valves shall be designed, constructed, and installed per City Standard Plans. Air release valves shall be located at all high points along the main. W.3.33.6 BLOW -OFF VALVES. Blow -off valves shall be built per the City's Standard Plans. A standard two inch (2 ") blow -off assembly shall be located at the dead end of all water mains for flushing purposes. If flows and pressure are deemed sufficient, a fire hydrant may be required in lieu of the blow -off assembly. Chambers, pits or manholes containing valves, blow -offs, meters, or other such appurtenances to a distribution system, shall not be connected directly to any storm drain or sanitary sewer, nor shall blow -offs or air relief valves be connected directly to any sewer. Such chamber or pits shall be drained to the surface of the ground where they are not subject to flooding by surface water, or to absorption pits underground. Water and sewer main separation. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. The distance shall be measured edge to edge. DOE requirements shall also be met. In cases where it is not practical to maintain a ten foot separation, the City Engineer may allow deviation on a case -by -case basis. Such deviation may allow installation of the water main closer to a sewer, provided that the water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least eighteen inches (18 ") above the top of the sewer. W -8 Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (18 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18') of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossings. A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: A. The pipe shall be of special construction having flexible watertight joints. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding; and the valve closest to the source shall be in a manhole. C. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fisheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to construction. W.3.35 Taps. Tapping tees for "size -on- size" shall be of the full encirclement "mechanical joint" style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping sleeves for other than "size -on- size" shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a fusion bonded epoxy coating to AWWA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification 18 -8 Type 304. JCM brand or other approved equal. W -9 9i°MuS .t. DATE: nt C City of Tukwila Department of Public Works PUBLIC WORKS DEPARTMENT COMMENTS August 7, 1997 Sheet C2 of 9 - Where is item 8 called out on the site development schedule on plan? PROJECT NAME: Chevron Gas Station - Convenience Store PLAN CHECK NO.:D97 -0143 PLAN REVIEWER: Contact Joanna Spencer at (206) 433 -0179, if you have any questions regarding the following comments. Sheet A00 - Sheets C8, C9, and C10 refer to City of Puyallup in the index. Please revise these notes for City of Tukwila - Revise street callouts on the vicinity map to read "South lxxth Street" for the streets. - Add a north arrow for the vicinity map. Sheet C1 of 9 - On storm drainage general note #4, revise the phone number to read: "(206) 433 - 0179." - Site notes number 6 and number 7 shall be revised to read "City of Tukwila" instead of "County." - Soils report note number 1 shall include the title and date of the report. It shall also include the name and phone number of the geotechnical consultant. Sheet C3 of 9 - Existing street lights within proposed access driveways shall be relocated. Please revise the callouts on the plan. Sheet C4 of 9 - Show how storm drainage from the Pizza Hut will be channeled and picked up. In February of 1997, Public Works made a site visit and observed that the drainage course from the Pizza Hut was blocked. - Downstream properties to the south and east (the motel and apartment buildings) lack adequate drainage facilities. Each of these sites have flooded in the past. Quality Rentals (north of the property) experiences flooding in the basement and garage. Several private residences on South 146th Street also experience drainage problems. These facts shall be addressed in the storm drainage report. John W Rants, Mayor Ross A. Earnst, P. E., Director 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431 -3665 Sheet C6 of 9 - Show storm drainage system for the keystone wall. - Gilliam Creek, which is C.. receiving drainage basin, has beer etermined by the Public Works Director to be a critical drainage area. As a result, detention of storm drainage water is required per King County Surface Water Design Manual. Provide detail for catch basin #1. Sheet C5 of 9 - Cone filter shall be required at the temporary outlet control structure. - Clarify how the 1:1 cut slope for the underground storage tank excavation will be obtained if plan shows cutting into the existing slope. Are the rock check drains encroaching into the silt fence or does the symbol represent straw bales? Sheet C8 of 10 - Delete "City of Sea Tac" From notes 5, 9,17,18, and 24. - Delete "All hydrants in City of Sea Tac to be IOWA" from note number 8. - Substitute "City of Sea -Tac" with "City of Tukwila" in notes 28 and 29. - Revise Standard Detail number 3 per attached mark -up. Sheet C9 of 10 - Standard Detail number 15 shall be revised per attached mark -up. MR.. Y <\t...myytt•r �dbf lw w Sheet C10 of 10 - Revise Detail "A" per attached mark -up. - Revise location of the proposed water main. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. This distance shall be measured from edge to edge. Applicant may apply for a deviation to the Public Works standard. See attached Public Works Standards W 3.34. - The proposed new water main shall be placed east of the existing sanitary sewer. Sheet L2 - Number the detail on sheet L2 and cross - reference these details on sheet L1. - What does the symbol between the two call -outs in the middle of the east property line represent? Sheet YO1 - A grease interceptor (Thermaco or bio- enzyme grease unit) is required under the three compartment sink. This unit shall be included in the equipment schedule and covered by a note on the civil site plan. As stated on the requirements for a Land Altering Permit, an estimate of the quantities of cut and fill associated with this project shall be indicated on the plan. This quantity shall include estimates of all materials being hauled to and from the site. Total quantity (in cubic yards) will determine the need for a hauling permit. 2 The numbering system oncie civil plans shall be revised. Sheet(t1 thru C7 call for a set consisting of 9 sheets. However,, sheets C8 and C9 call for a set consisting of 10 . 'sheets. Show an additional cross-section for the north side of the property. This cross section shall show the Quality Rental property, the new retaining wall (including storm drainage within the retaining wall), and the proposed convenience store. Provide a continuous storm drainage system starting approximately ten feet (10') east of cross-section 13/C6. This system shall be designed to pick up all remaining site drainage, rockery drainage, and shall also connect to the keystone wall drainage system. Provide a storm drainage easement from the owner of the property to the north. (Quality Rentals). TOFFIC 1M Ptlei. (rtAL Si 8Aref) bacEfibeg. 19q6 PeePIKE - ft{ 'II-1G TM PO &LA, 51-1I'i1-L E )L To UJCLL aoio YE-Pg (IRGIookr ,125g5 YeAg /996 45 1cf.12ot) 11 iv co R-gE.C. 3 • 0 • SAW CUT & SEAL EDGES WI TWO COATS OF TAR W COMPACTED CRUSHED ROCK 95% COMPACTION TRENCH WALL NOTE: PATCHING IN THE CITY OF TUKWILA TO BE 1.5 TIMES THICKNESS OF EXISTING PAVEMENT UP TO A MAXIMUM '6 DEPTH a ( 11. to.tut • \95st AD c :1) 1.• la« PLO1 Ol• 2/12/16 PtOT SCALE ASPHALT PATCH AND WATER TRENCH DETAIL CHECKED DaH/RPS NOTE: ANY DISTURBED ASPHALT EDGES WILL REQUIRE 1.5' MIN. WIDTH PATCH AND • A 6" BASE OF Vs COMPACTED CRUSHED ROCK. 1.5' 1.5' ASPHALT 105. .)C e is+, 70 AN. INVILV&IM\ h 11* • ;—•-• • • . • . • • • • . • diFHP111: Anil= = =41 'IL 6" MIN. PIT RUN GRAVEL PLACED IN 1' UFTS AND COMPACTED TO 95% DENSITY WHERE REQ'D AND/OR AS DIRECTED BY THE ENGINEER OR THE CITY OF TUKWILA/SEATAC/KING COUNTY CASTAIC (An. wvwowo 51-ti C-9 0( 10 STD. DETAIL No. 16 King County Water Distric No. 125 SAW CUT & SEA! EDGES W/ TWO COATS OF TAR Red for up to 500 gpm Rustoleum #1210, Farwest #X -6270, or equivalent Orange for 500 to 1,000 gpm Rustoleum #559, Farwest #261, or equivalent Green for more than 1,000 gpm Rustoleum #935, Farwest #255, or equivalent j Sections: 14.24.010 14.24.020 14.24.030 14.14.040 14.24.050 14.24.060 Chapter 14.24 FIRE HYDRANTS Applicability of provisions. Type. Installation. Coverage. Accessibility. Exceptions 14.24.010 Applicability of provisions. All fire hydrants installed within the corporate limits of the City of Tukwila shall meet or exceed the specifications and standards set out in this chapter. (Ord. 1692 (part), 1994) 14.24.020 Type. Hydrants shall conform to American Water Works Association Specifications C 502 -54; shall be compres- sion type and shall have a two -piece breaking flange with breaking thimble at the ground line or stem; shall have a self - oiling dry bonnet with factory -filled reser- voir holding approximately 8 ounces of oil. Oil reser- voir shall have not less than two "0" ring seals. Oil reservoir shall be so designed as to give a complete lubrication of stems each time the hydrant is operated. The upper stem shall have a brass sleeve. , (1) Hydrants shall be equipped with two 2- 1 /2" N.S.T. hose ports and one 5" Stortz pumper dis- charge port, and shall have a 1 -1/4" Pentagon open -lift operating nut. (2) Hydrants shall have a 6" M.J. bottom con- nection and a 5 -1/4" main valve opening, and shall have 18" above -grade level to the center of the pumper discharge port. (3) Hydrant color is to be "Rustoleum" #659 Yellow Gloss or Farwest #X -3472 Case Yellow. The bonnets and ports of City hydrants shall be painted: (4) Private hydrants shall be all yellow. (5) Any exception to stated paint standards must be authorized by the Director of Public Works. (6) Hydrants are to be compression -type, equal to Mueller #A -423 or Mueller #A -419. (Ord. 1692 §1, 1994) Printed May 8, 1997 TITLrs '4 — WATER AND SEWERS 14.24.030 Installation. (a) Hydrants shall not be closer than 4 feet to any fixed object (e.g., fences, parking, building, etc.), with the exception of hydrant guard posts. Guard posts shall be installed around hydrants not protected by curbs, so as to help prevent motor vehicles from contacting the hydrant. The guard posts shall be either steel pipe (minimum 4" diameter) filled with concrete, or con- crete (minimum 8" diameter). Posts shall be 3 feet from the center of the hydrant, and shall not be in direct line with any discharge ports. Posts shall be 6 feet long; 3 to 3-1/2 feet shall be buried. Painted finish shall be the same color as for the applicable hydrants. (b) All hydrants shall be installed with an auxiliary gate valve between the hydrant main valve and the water main. The gate valve shall be UL approved and have a 2" square operating nut. The valve shall be installed at the hydrant- lateral tee. If the hydrant is greater than 10 feet from the main, an additional valve may be required, but not closer than 3 feet from the hydrant. The protector cover for the valve shall be left in plain view, flush with grade after landscaping or paving. . (c) Hydrants, auxiliary gate valves, and supply lines shall be installed to meet sound engineering standards per NFPA #24, paragraphs 4202, 4301, 4302, 4303, 4304, and 4305. (Ord. 1692 §2, 1994) 14.24.040 Coverage. (a) Except as otherwise provided herein for single - family short plat and individual single - family homes, all commercial, single - family subdivision and multi- family development, including approved conditional uses, shall have hydrants spaced so that a hydrant is no more than 150 feet by line of vehicular travel from a building and that no point around the perimeter of any building is more than 300 feet from a hydrant. Hydrants on water mains within the City shall be spaced no more than 300 feet apart. (b) For short plat development (four single-family homes or less) and individual single- family homes that do not otherwise meet the 150 -foot requirement of this section, hydrants shall be placed so that a hydrant is no more than 250 feet by line of vehicular travel to the nearest point of the building, provided that: (1) The property owner shall sign an agree- ment, on a form prepared by the Director of Public Works, which form shall include an agreement not to protest the formation of any LID or ULID, to participate in future water system improvements to correct defi- ciencies that have been identified in the applicable water comprehensive plan and /or an engineering analysis of the development. Examples of deficiencies include, but are not limited to, failure to meet Tukwila pipe size standards, minimum flow rate (gpm) and residual pressure (psi) from DOH, fire code or insurance underwriters (whichever is more stringent), Page 14 -19 NOTES: PROVIDE THRUST BLOCK ©VI 1 CONC. BLOCKING DIIA. 1'X1'X3' . 41' NST CK TIES OF SEATAC AND TUKWILA 4.3/4' SST KING COUNTY Penhallcgon Ls=oc/a Consulting Engtnoor*, Inc. 5` STORTZ fKQI OA h 11 ARE HYDRANT TO BE PAINTED WTH TWO COATS or • RUSTODUH' 9659 YELLOW OLOSS. HYDRANTS ARE TO EQUAL WEILER A_a+WA• OR MUELLER /A -410. 94 HYDRANTS SHALL CONFORM TO A.W.W.A. SPECIn1CATKOIHS C 502 — 4. SHAD. SE COMPRESSION TYPE ANO SHALL HAVE A TWO PIECE ORE AXINC FLANGE MATH BREAKING THIMBLE AT THE OROUNO L/E OR STEM: SHALL HAVE A SELF -01UNC DRY SONNET KITH FACTORY FILLED RESERVOIR HOUNNG APPROXIMATELY e OUNCES OF OIL OIL RESEIRWIR WALL BE SO DESIGNED AS TO GIVE A COMPLETE U18RICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. DIE UPPER STELA SHALL HAVE A BRASS SLEEVE. SIDEWALK PER TUKNjLA/StrAA'!tr,' .GiNG -GOUN - STANDARDS Min. 3' & Max. 50' MECHANICAL JOINT 1/2 YD. PEA GRAVEL OR '2 WASHED ROCK ( 3/8" TO 3") ASPHALT COATED STEEL SHACKLE ROOS. NOISTURBED 6' DIA. DUCTILE SOIL IRON PIPE FIRE HYDRANT ASSEMBLY DETAIL OH 4IM 01:51C+4 Pa n.t ac0 W44/ROS CURB k GUTTER asn+4c uweort OATL APWtgtt'0 FLANGE JOINT FINISHED PAVEMENT. SEE VALVE BOX OE TAKL 6 RESIUENT WEDGE GATE VALVE CAST IRON TEE (CEMENT LINED) - MJ XMJXFl_ A. HYDRANTS SHALL BE EQUIPPED WITH TWO 2 t /2' N.S.T. HOSE PORTS AND 'ONE 5' STORTZ PUMPER DISCHARGE PORT, AND SHALL HAVE A 1 1/4' PENTAGON OPEN -UFT OPERATING NUT. HYDRANTS SHALL HAVE A 6' M.J. BOTTOM CONNECTION AND 5 1/4' MAIN VALVE OPENING, ANO SHALL HAVE 18' ABOVE GRADE LEVEL TO THE CENTER OF TIE PUMPER DISCHARGE PORT. SEE BLOCKING r DETAIL UNDISTURBED SOIL B. YMERE NO CURB & GUTTER IS INSTAU.ED, FIRE HYDRANT SHALL BE LOCATED (IN RELATION TO STREET CENTER UNE) CLOSE TO PROPERTY UNE. C• HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF TUKWILA MUNICIPAL CODE 4.24 AND CITY ORDINANCE OR CITY OF SEATAC REQUIREMENTS. STD. DETAIL No. 3 King County Wa ter District No. 125 O '5 CMP E=.5I • V.'''. F*4 1 :• • • • • , 1 • •• • • • . _ ,43.ke „ RIM = 31 .22 10" CONC '('1 309.42 10" CONC = 311.62 8" CONC = 312.12 •••• . •*; 10" D.I. . EX CB—P RIM = 317.87 12" CONC S = 314.97 18" CONC E = 314.40 / • / EX. 10" G.V. 5'± REMOVE 10' x6 REDUCER & 6" GATE VALVE AND CONNECT TO EXISTING 10" TEE W/1-10' 45' BEND, (Fbc MJ). DETAIL 1 A 1 NOT TO SCALE • • . • • • • • ; • ' •4 V-.7 . '" :* % • - ---- - -- . -- ----. ....... ...• ........ FLANG INST 0 REMOVE VALVE BOXES 6' C.I. (TO BE ABANDONED) , .• • - • . 7. • • •-•.-* * •• , -:-;. ..... . ... ........ .... INSTALL: 1— 10" 45 BEND (MJxMJ). CONC. BLOCKING _ — .1g .-.,- - i ... -,...; -.. --..-: • • !;:;1 .::*7'.. ‘,-: sFr......:...• ,--. .:.r --. . 1. -_-.......:-...'............,'::: ...-"..7"): 4 .. z 14 1 - .:7::'..: 4 - - -..". : ,:.:`.;."---.1 . .....: 2 7. : .: 77 : - ' 7 -',..... 4 : . ::_::.7.7'..... - . 7 -; 1 77::::•;.-.., .:....;_.:.:,...--.. -. -. ‘.7, •,..-.. s - ,, i ....,.._ :,..:::. '.- • '•... -. ;-- .. r.:-.., • .••...::., . - ••. •. • . . . ,. . . -'-:•-•' -. . . . . . . . . . '...•:-:- '. - L - 1 .;: :1 .7.--: :: :... , :: :. ... : :: : : : : . . r i f- " • -; • :2 - ...:;-:::::. • '''. : 1.11": ::: : : • =1: 5 : -.. .:-......:...:..: ..•..!. i f . .. : ' . . - - 7 , -- - :::. , :7 ---';::':::::..' ..::':.:':: . :. - ' 7' ••• . • •,:.:::.- • , . k .r. .-_„ . . , .. ..",".:; . ' • .. "::,:'-::::::_:•_::;.;--...:, :.- • . II \ .. II • II Ex CB— I - RIM . = 320.41 12" CONC S. = 318.11 I I. 12". CONC N = 318.11 . 3" CONC - W = 318.56 . . • tAR,L1 yvioJe- p • -••••••••■•••,.....••••■•••■••-••••••••••,•••••••••-•••••••••••-, W.3.34 SEPARATION AND CROSSINGS 3. Shall be equipped with domestic water, power (110 Volt, single phase), duplex waterproof outlet, lights, heater, dehumidifier and sump pump with a check valve. 4. Shall have offset hatches for access to vault with permanent full length ladder. W.3.33.4 CHECK VALVES. Check valves shall be for 150 psi working pressure, unless otherwise specified. Check valves shall be equal to Clayton 81 B. W.3.33.5 AIR RELEASE VALVES. Air release valves shall be designed, constructed, and installed per City Standard Plans. Air release valves shall be located at all high points along the main. W.3.33.6 BLOW -OFF VALVES. Blow -off valves shall be built per the City's Standard Plans. A standard two inch (2 ") blow -off assembly shall be located at the dead end of all water mains for flushing purposes. If flows and pressure are deemed sufficient, a fire hydrant may be required in lieu of the blow -off assembly. Chambers, pits or manholes containing valves, blow -offs, meters, or other such appurtenances to a distribution system, shall not be connected directly to any storm drain or sanitary sewer, nor shall blow -offs or air relief valves be connected directly to any sewer. Such chamber or pits shall be drained to the surface of the ground where they are not subject to flooding by surface water, or to absorption pits underground. Water and sewer main separation. Water mains shall be laid at least ten feet (10') horizontally from any existing or proposed sewer. The distance shall be measured edge to edge. DOE requirements shall also be met. In cases where it is not practical to maintain a ten foot separation, the City Engineer may allow deviation on a case -by -case basis. Such deviation may allow installation of the water main closer to a sewer, provided that the water main is laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least eighteen inches (18 ") above the top of the sewer. W -8 Water mains crossing sewer shall be laid to provide a minimum vertical distance of eighteen inches (18 ") between the outside of the water main and the outside of the sewer. The water main shall be located above the sewer. At crossings, one full length eighteen feet (18') of water pipe shall be located so both joints will be as far from the sewer as possible. Special structural support for the water and sewer pipe may be required. Surface water crossings. A minimum cover of four feet (4') shall be provided over the pipe. When crossing water courses which are greater than fifteen feet (15') in width, the following shall be provided: A. The pipe shall be of special construction having flexible watertight joints. B. Valves shall be provided at both ends of water crossing so that the section can be isolated for testing or repair; the valves shall be easily accessible, and not subject to flooding; and the valve closest to the source shall be in a manhole. C. Permanent taps shall be made on each side of the valve within the manhole to allow insertion of a small meter for testing to determine leakage and for sampling purposes. State Department of Fisheries approval is required for any stream crossing. The Developer shall apply for and receive approval prior to construction. W.3.35 Taps. Tapping tees for "size -on- size" shall be of the full encirclement "mechanical joint" style, and shall be made of either cast or ductile iron. Mueller or other approved equal. Tapping sleeves for other than "size -on- size" shall be "mechanical joint" or "epoxy coated fabricated steel ". Fabricated steel sleeves shall be constructed of ASTM 285 grade C or ASTM A.36 steel, with a fusion bonded epoxy coating to AWWA C213 -79. Painted coatings are not acceptable. Sleeves shall have a machined groove for maintaining gasket position. All sleeve hardware shall be stainless steel, specification 18 -8 Type 304. JCM brand or other approved equal. W -9 tc.t.... tii.fiel 0 R T OSSA'I' I I A S S O C I A T E S CONSUI ;rING ENGINEERS July 30, 1997 Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL SERVICES . CORPORATION 2030 FIRST AVENUE SUITE 203 SEATTLE, WASHINGTON 99121 RECEIVED CITY OF TUKWILA JUL 30 PERMIT CENTER TELEPIIONE:.120(1)25(1-1003 FAX: (2011) 250.0107. • DTJ - 01(45 Regarding: 97 -T -13 (Chevron Convenience Store) RFA #97102 -13 Dear Mr. Griffin: We have reviewed information for the proposed project with the structural provisions of the 1994 Edition of the Uniform Building Code as adopted and amended by the City of Tukwila. The applicant has successfully responded to our comments. Enclosed are the drawings, structural calculations, and geotechnical reports for your use. We have forwarded a copy of this letter to Barghausen Consulting Engineers for your convenience. If you have any questions or need additional clarification, please call me directly at (425) 255 -3099. Sincerely, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Crystal Kolke Senior Plan Reviewer Enclosures a;1RFA\97t139.doc /reer-te- cc: Ms. Lori Hoover Barghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 R 0 B FOSSATTI A S S O C I A T E S CONSULTING ENGINEERS July 21, 1997 E R T Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 A PROFESSIONAL SERVICES CORPORATION Regarding: 97 -T -13 (Chevron Convenience Store) Dear Mr. Griffin: 2030 FIRST r AVENUE SUITE 203 SEATrIE.11i\SHINGTON 98121 D - o l u3 ...JUL221997 TELEPHONE: (200) 256 -1803 FAX: (206) 256.0197 1. The final geotechnical report, as referenced in the Structural Notes - Sheet SO1, must be submitted for our review. Refer to the requirements in UBC Sections 1804.2 and 1807.1. 2. Calculations should be submitted for the design of piles. The Engineer of Record shall consider the applicability of the special detailing requirements per UBC Section 1809.5. Transverse reinforcement shall meet the requirements of UBC Section 1809.5.2.2. RFA #97102 -13 We have reviewed information for the proposed project 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: 3. An Rw = 8 was used in the design of the structure. The Structural Notes should be revised to reflect the actual design criteria. 4. The Engineer of Record should explain how the (2)2x6 framing members at the entry hip roof structure are supported at the peak, as designed in the calculations. The architectural details show a center support in Detail 10 /A02. Connection/support details should be clarified on Section 10/S06. 5. Information should be provided on the drawings to clarify the loading condition at the entry hip roof on the premanufactured trusses. The truss manufacturer should be given the loading condition at the support of the roof hip for the design of the special trusses since it does not appear the typical 2x6 bottom chord will be sufficient for the applied loads. 6. Though chord forces are minor at the east and west walls, a continuous member should be provided to resolve chord forces. Section 3/S06 should address the splice of the continuous 2x6 ledger if this member is intended to be used as a chord. Ms. Lori Hoover Barghausen Consulting Engineers 18215 72nd Avenue S Kent, WA 98032 ROBERT FOSSATTI ASSOCIATES, INC., P. S. Section 8/S06 should be revised to clarify the load path for lateral forces from the roof sheathing to the shear wall below. The nailing at the 2x4 bottom plate (shown as blocking, not a continuous member), located above the truss bottom chord, should be called out on the section. he above listed review comments should be responded to in itemized letter form. We, therefore, recommend that the permit applicant have the Structural Engineer of Record, Chalker Putnam Collins & Scott, Inc., respond and resubmit two copies of revised drawings and one copy of supplemental structural calculations directly to our office, as required. We have forwarded a copy of this letter to Barghausen Consulting Engineers for your convenience. If you have any questions or require any additional clarification, please call me directly at (425) 255 -3099. wwaau. YYMRI��HWVM ..vw+.w..L.•e.+aw.wriWUY rt11 June 11, 1997 Jim Cockerill Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 Subject: Tukwila Chevron BRI #97079 Dear Mr. Cockerill: Very Truly Yours, • ames E. Persing Vice President Engineering 19818 74th Avenue NE Arlington, WA 98223 INC ' . .(360) 435 -2927 1- 800 -829 -8211 We have reviewed the comments contained in the letter from Crystal Kolke, Robert Fossatti and Associates, dated June 4, 1997, for the above referenced project and are responding accordingly. The items are numbered the same as. the corresponding numbers in the letter. 1: Snow Drift: The calculations indicate that snow drift has been considered and the calculations are signed and sealed. An additional letter. seems redundant. The plan reviewer may want to use this letter as,their 'response record. It should also be noted that sheet 1 of the calculations has also been signed and sealed. 2. Deck Section: The plan reviewer should note that the deck properties shown on sheet 5 of the calculations are for a 16 inch wide panel as previously indicated on sheet 5. Note 8 on sheet CS1, as previously noted, indicates deck properties are based on a per foot basis, which obviously will be different. 3. Concrete slab: Please note that the footings have been revised to use augercast piles. I trust that these responses satisfactorily address the comments contained in the letter. If you have any questions regarding this, please do not hesitate to call. FAX (360) 435 -3617 City of Tukwila Fire Department Fire Department Review Control #D97 -0143 (CH52) July 2, 1997 Re: Chevron - 14620 Pacific Highway South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (NFPA 10, 3 -1.1) Extinguishers shall be 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. A fire extingiusher with a minimum rating of 2A, 20B:C shall be provided and so located that it is not more than 75' from any pump, dispenser or fill -pipe opening. (UFC 5202.9) '3. 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) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 4. When two or more exits from a story are required, exit John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 w......, ....« »...« ..................�.. _. .......n...a.w....«r.mrn+�eva.i mmavu.nexsuv, Page number 2 c City of Tukwila Fire Department CEO signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminated, or self - luminous shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 1212.6) 5. Fire hydrants are required as detailed in City Ordinance #1692. 6. Upgrade the water main on Pacific Highway per Water District #125 standards to achieve adequate fire flow. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 901.3) Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 7. A fire alarm system is required for this project. The fire alarm system shall meet the requirements of N.F.P.A. 72 and City Ordinance #1742. Local U.L. central station supervision is required. (City Ordinance #1742) 8. All electrical work and equipment shall conform John W. Rants, Mayor Thomas P. Keefe, Fire Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$4404 • Fax (206) 575.4439 • Page number 3 .�w•u<os r:..K awrnnw.xt:cx a t City of Tukwila Fire Department Thomas P. Keefe, Fire Chief strictly to the standards of The National Electrical Code. (NFPA 70) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) 9. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 10. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) 11. "NO SMOKING" areas shall be designated in warehouses, stores, industrial plants, institutions, schools, places of assembly or where combustible materials are stored or handled, when conditions are such as to make smoking a hazard. Please post the following area(s) with no smoking signs with lettering, size, and location to be clearly visible from adjacent areas. (UFC 1109.4.1) 12. Install a sign, visible from the fuel dispenser(s) indicating the location of the pump emergency electrical shut -off switch. (UFC.5201.5.3) 13. A permit is required for the use, storage, handling or sale of flammable or combustible liquids. (UFC 105.8 - F.3, article 79) 14. A tank installation permit will be needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. rWKUCnn•N:M +. +++...,,. w. ...+.«..w.wA+r,- e�aramvrm•.:: ^ John W. Rants, Mayor Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 John W Rants, Mayor Thomas P Keefe, The Chief Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 5754439 City of Tukwila Department of Community Development • John W. Rants, Mayor Steve Lancaster, Director Crystal Kolke • Robert Fossatti Associates • Consulting Engineers 2212 Camas Circle S.E. Renton, WA 98055 Regarding: 97-T-13: Chevron - Convenience Store (D97-0143) Dear Crystal Kolke: Please do structural review per U.B.C., 1994 Edition. Sincerely, Shellie L. Bates Permit Technician • •.•,. : • • ' • •.• 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431•3665 _ •.'i:i : : . a � t U: , . ° Y f!.^ iSi�Y+ f4 ft :"SL7h:t:tel�TE \7.k)KYf ^x!.� CITY OF 7C(WILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 RECEIVED CITY OF TUKWILA JUN 2 If 1997 PERMIT CENTER REVISION SUBMITTAL CONTACT PERSON: LOP "I)OVelz- DATE: G120(01. PLAN CHECK/PERMIT NUMBER: O q i" 01 ` 3 PROJECT NAME: hV (O() C S J + O� - Convenfence 5 e PROJECT ADDRESS: 1 `1 PaCl S PHONE: 2 .°41 751- -!oZ2Z C 1%4 co a fter. i I,.l., REVISION SUMMARY: S'Tk=Vc -Irv1 AAL-- or- AWwu(a5 AND GALGULA'CWW►vS Nave & O\ t2VIc0E17 IN. Ict oR-t NGE m-E GED 'Maw tcA- I. .pt T 13"1 7 A Pe C,lkIES., 114G. DA Tee 51 9 ?. T►tG PokCA4 Coop At-ND . t--AN D try ( V kVI 61` :'vi sao. SHEET NUMBER(S) 50 I , 502- $O S O 1-, SOS A..-4- Salo C (= oVNmhZiDN 1 "Cloud" or highlight all areas of revisions and date revisions. Nor C5 GorwrL - t1 sE Paz-e IEtokg sV 17rTO /\s RO SUBMITTED TO: 1e(-CAE ' FETEI2 f COO Pl (L 4VA olTe. 3/19/96 LETTER OF TRANSMITTAL TO: Kelcie J. Peterson DATE: June 20, 1997 City of Tukwila Department of Community Development SENT VIA: HAND DELIVERY Building Division - Permit Center 6300 Southcenter Boulevard OUR JOB NO: 5781 Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RE: Chevron - Convenience Store (Application No. D97- 01453) and Canopy (Application No. D97 -0144) 14600 Pacific Highway South, Tukwila, Washington 1 1 1 l 1 5 each 6/20/97 6/13/97 6/11/97 6/11/97 Cover Letter Revision Submittal Form for Canopy Canopy Structural Caculations by Bestworth- Rommel, Inc. Letter from Besworth - Rommel, Inc., addressing Plan Review Comments by Item Number. Revision Submittal Form for Convenience Store. Convenience Store Structural Calculations by Chalker Putnam Collins & Scott, Inc. Complete Structural Drawing Sets The enclosed items are being submitted as required. They indicate that the foundation designs of the convenience store and canopy conforms with the geotechnical report for this project. Please call me if you have any questions or need further clarification. Thank you. • cc: Randy Welch, Emerald City Construction Signed: J1/1/1A C-gyi' ,t/ ' Jay Grubb, Barghausen Consulting Engineers, Inc. Jim Cockerill Dan Goalwin, Barghausen Consulting Engineers, Inc. Project Architect Lori Hoover, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT, WA 88032 (425) 251 -6222 (425) 251 -8782 FAX RECEIVED CITY OP TUKWILA JUN 2 41997 PERMIT CENTER 578IT.018 IJC /jssl f I RE: June 20, 1997 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Dear Kelcie: Kelcie J. Peterson, Permit Coordinator City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Chevron Convenience Store 14600 Pacific Highway South, Tukwila, Washington Convenience Store Permit/Plan Check No. D97 -0143 Canopy Permit/Plan Check No. D97 -0144 Our Job No. 5781 Sincerely, JC /kn [5781C.027] enc: As Noted cc: Randy Welch, Emerald City Construction Lori K. Hoover, Barghausen Consulting Engineers, Inc. Jay S. Grubb, Barghausen Consulting Engineers, Inc. Daniel B. Goalwin, Barghausen Consulting Engineers, Inc. RECEIVED CITY OF TUKWILA JUN . 2 4 1997 PERMIT CENTER Enclosed are drawings that have been revised to incorporate the geotechnical requirements for the foundations of the convenience store building and the canopy for the island pumps. The structural engineer for the building is Chalker Putnam Collins & Scott, Inc., and their structural calculations are included. The solution used to meet the requirements of the geotechnical report is auger cast piles with grade beams and a thickened slab. This is also true for the canopy; however, the canopy's structural design is by Bestworth Rommel Inc., and copies of their calculations are included as well. Only one other change of note is shown on these drawings. Architectural drawing AO -1 shows the relocation of the rear door, main switchboard, and the exterior landing. The concrete slab for the landing area is also supported on a grade beam and auger pile footing system. Other drawings in the set have been revised accordingly. This completes the resubmittal package for revised structural foundations. Please contact me at this office should you have any questions or need further clarification. Jim Cockerill, A.I.A. Project Architect 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 261 -6222 (425) 251 -8782 FAX June 6, 1997 Ms. Lori Hoover Barghausen Consulting Engineers 18215 72nd Avenue South Kent, Washington 98032 Dear Ms. Hoover: eM. nunr„ nwrem+ e.. esa. wn, w.N�xrx•+K'.l�tv�4s+rw.x'+6'�M» 1e City of Tukwila rem tiO.Miwx.PIVA∎ Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number D97 -0143 NOTICE OF INCOMPLETE APPLICATION Chevron Gas Station - Convenience Store 14600 Pacific Hy S John W. Rants, Mayor This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 24, 1997 was re- reviewed at the June 3, 1997 plan review meeting and was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Building Division must be met. Building Division: Contact Bob Benedicto, Sr. Plans Examiner, at 431 -3670 if you have any questions regarding the following comments. 1. The soils investigation indicates that auger cast pilings should be used instead of spread footings - the construction drawings do not show piling. New foundations plans, details and structural calculations are required. The City requires that five (5) 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. Revisions must be made in person and will not be accepted through the mail or by a messenger service. eum+msuvrtmwnw ti.4srWYfsPegtt.,smh» 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 Sincerely, Kelcie J. Peterson Permit Coordinator Enclosure File: D97-0143 If you have any questions please contact me at the City (206) 431-3672. • .• � �1%tY'���. �7". Hi� :�tV.:;tiv�eix�4 »»,:..,......... DATE: 5/28/97 PROJECT NAME: Chevron Gas Station - Convenience Store PROJECT ADDRESS: 14600 Pacific Highway South slope stability analysis. SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: Kelcie J. Peterson LA eweiae uin ■ ¢ trnv nnawem.rox� CITY OF TUKWILA Department of Community Development Building Division- Permit Center 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 PLAN CHECK/PERMIT NUMBER: D97 - 0143 CONTACT PERSON: Lori. K. Hoover PHONE: (425) 251 -6222 REVISION SUBMITTAL REVISION SUMMARY: The enclosed Geo technical report submittal is in response to your letter of April 29, 1997 in which you 'requested 4 copies of the Geotech with ' s RECEIVED CITY f]F TUKWILA VU NIIII;a 97 Pe IT N ed CITY USE ONLY marrwWr -! reta.•m!KtF1 3/19/96 : ti i +rtiY.'+!r .r,,.y»If ti ;.'iP ";yeA �_f:: ;R4•t: +. TO: Kelcie J. Peterson City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Tukwila Chevron Food Mart CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES LETTER OF TRANSMITTAL DATE: May 28, 1997 SENT VIA: Courier OUR JOB NO: 5781 4 1 Geotechnical Report Revision Sheet In order to complete our previous reports requested in your letter dated April 29, 1997. Please proceed with your commercial building permit and site development review as soon as it is conveniently possible for you. cc: Jay S. Grubb, Barghausen Consulting Engineers, Inc. Signed: Bruce K. Creager, Barghausen Consulting Engineers, Inc. Lori K. Hoover Project Planner 18215 72ND AVENUE SOUTH KENT, WA 98032 (206) 251 -6222 (206) 251-8782 FAX RECEIVED CITY OF TUKWILA MAY 2 9 1997 PERMIT CENTER 5781t.011 } April 29, 1997 Ms. Lori Hoover Barghausen Consulting Engineers 18215 72nd Avenue South Kent, WA 98032 Dear Ms. Hoover: I+ TYFd Y¢L'kSQ1G1ii•VArNit: pit, is City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director SUBJECT: Development Permit Application Number D97 -0143 NOTICE OF INCOMPLETE APPLICATION Chevron Gas Station - Convenience Store 14600 Pacific Hy S This letter is to inform you that your permit application received at the City of Tukwila Permit Center on April 24, 1997, was reviewed at the April 29, 1997 plan review meeting. Your application was determined to be incomplete. Before your permit application can begin the plan review process the following requirements from the Planning Division must be met. Planning Division: Contact Alexa Berlow, Associate Planner, at 431 -3670 if you have any questions regarding the following comments. The following documents are required before the Planning Division can approve your application for permit: 1. A complete Geotech with slope stability analysis. 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. Revisions must be - made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 f you have any questions please contact me at the City 206) 431-3672: MderelY, Sys •�, ./ ''/V ENG1N f Kelcie Peterson City of Tukwila Planning Department 6200 Southcenter Boulevard Tukwila, WA 98188 Dear Kelcie: April 24, 1997 RE: Commercial Building Permit Application for a Food Mart and Canopy Chevron Food Mart, 14600 Pacific Highway South, Tukwila, Washington Parcel Nos. 004000- 0901 -02 and 004000- 0910 -01 Northwest Section 22, Township 23 North, Range 4 East Case No. L96 -0063: Chevron /Pre - Application No. P96- 0102/E96 -0032 Our Job No. 5781 On behalf of Chevron /Lakha Investment Co., L.L.C., I am pleased to submit for a New Commercial Building Permit review for the above - referenced site. At this time, the applicant requests that the City of Tukwila review and approve plans for the construction of a 2,200- square foot Chevron gas station and food mart, and one 38- by 52 -foot gasoline pump canopy island. The site will be paved and landscaped with lot lights and signage incorporated into the plan. In addition, the project will include installation of two new 8,000- gallon and one 16,000- gallon fiberglass underground storage tanks and product piping. This site has already received a DNS for a SEPA review, which was part of the required design review process. The DNS was issued on February 12, 1997. The design review hearing was held on February 27, 1997. A Notice of Decision was issued on February 28, 1997, with three specific conditions of approval. All three conditions of approval have been incorporated into the Civil Site Plan. Pursuant to the City of Tukwila New Commercial Building Permit submittal requirements, the following items are enclosed: 1. A Completed Building Permit Application Form for the Food Mart Structure. 2. A Completed Building Permit Application Form for the Canopy Structure. 3. A Completed Mechanical Permit Application Form. 4. Four Copies of the Geotechnical Assessment Letter. 5. Agent Authorization. 6. SEPA Checklist. 7. Design Review Decision. 18215 72ND AVENUE SOUTH KENT, WA 98032 (206) 251 -6222 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RECEIVED CITY OF TUKWILA APR 2 41997 PERMIT CENTER Q9 - 3 p%.016 (206) 251 -8782 FAX Kelcie Peterson City of Tukwila Planning Department 8. Five Copies of the Storm Calculations. -2- April 24, 1997 9. Two Sets of Plumbing Plans Stamped and Approved by the King County Health Department. 10. Food Mart Working Drawings: a. Five Sets of Civil Drawings with Landscaping and Site Plan. b. Five Sets of Architectural, Structural, and Mechanical Drawings. c. Five Copies of the Structural Calculations. d. Five Copies of the Mechanical Energy Calculation. e. Five Copies of Structural Calculations for Rooftop Mechanical Equipment. 11. Canopy Working Drawings: . Five Sets of Civil Drawings including Landscaping and Site Plan. b. Structural Canopy Drawings. c. Five Copies of the Structural Calculations. d. Electrical Drawings for the Canopy. e. Architectural Canopy Drawings. 12. All Specification Details Located on Drawings. 13. Two copies of the Topographic Survey. 14. Two copies of the Legal Description. 15. Plan Review Fee of $1,740.71 (Food Mart Valuation $90,569.60; Canopy Valuation $42,424.72). Thank you for your time and consideration in reviewing the enclosed submittal documents for a new Commercial Building Permit for the Chevron Food Mart. Please proceed to process your review of completeness at your earliest convenience. If any additional information is anticipated in order for this application to be deemed complete, please contact me at this office. Your assistance is appreciated. Respectfully, Lori K. Hoover Project Planner LKH /sm /es [5781C.014] enc: As Noted cc: Andy Lakha, Lakha Investment Co., L.L.C. (w /enc) Jay S. Grubb, Barghausen Consulting Engineers, Inc. Bruce K. Creager, Barghausen Consulting Engineers, Inc. LETTER OF TRANSMITTAL TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences TO: Mr. Dave Larson We are sending you: Attached:4 Under separate cover via: the following: Copies 1 Date 4/14/98 Description Final Report Remarks: cc: City of Tukwila 6300 Southcenter Boulevard, Suite 100 PROJECT. Tukwila Chevron Tukwila, Washington 98188 DATE: April 14, 1998 JOB NO.: T- 3617 -1 12525 Willows Road, Suite 101, Kirkland, Washington 98034 Phone (425) 821 -7777 • Fax (425) 821 -4334 Signed: itie'i a tJ17 -0143 Ni KEYSTONE WALL CONSTRUCTION .ra.+urelaaxsw�arw'raaiv a.'.4y31.Vt ri�gl�*+Yn°fTM"_n.er nMw, MVrmw+. rxwnrarc+ +.wnuwNa..+Wrwrr�w.r.w.bti...r.. C: tVloI'43 TERRA ASSOCIATES, Inc. Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences Mr. Andy Lakha Lakha Investment Company 19119 North Creek Parkway, Suite 101 Bothell, Washington 98011 Subject: Final Report Earthwork Testing and Augercast Pile Installation Tukwila Chevron Tukwila, Washington ['t '2o CG-e_( h e-7 References: 1. Daily Field Memos, dated November 18 through November 25, 1997, by Terra Associates, Inc. 2. Geotechnical Report, Tukwila Chevron Food Mart, dated May 23, 1997, by Terra Associates, Inc. Dear Mr. Lakha: As requested, we provided intermittent earthwork observation and testing services at the subject site between November 18 and November 25, 1997. Our services included observing the backfill compaction behind the Keystone wall on the site. We were also on -site to observe the installation of augercast piles for the building foundations. We previously provided design criteria for the building foundations in the referenced geotechnical report. The results of our field density tests and site observations were summarized daily and reported in the referenced field memos to the contractor and the owner. A small Keystone wall was constructed around the north and east sides of the proposed building. Native soil was exposed at the bearing elevation for the wall blocks and was found to be firm and nonyielding. A layer of crushed rock was then placed to form a base on which to place Keystone blocks. Due to the wet conditions of the existing soils, imported fill was placed and compacted in lifts behind the wall. A layer of drain rock was placed directly behind the blocks and extended down to a drainpipe at the base of the wall to collect water. The geogrid reinforcement for the block wall was placed at the recommended design locations to the specified lengths behind the wall. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (425) 821 - 7777 April 14, 1998 Project No. T- 3617 -1 ' tnk!�,•, 7 yVb', zrrnn., �....... ......,..- ..a.................. ......»�., «..,.w n+..v.« ... savue.... �. �n... e.. a., f,: ws.. acss. �: nrra,« rnr <N.wr+.;LmMSNKVWr,V.a�n"{H.tinS Mr. Andy Lakha April 14, 1998 We performed five field density tests in the wall backfill at the approximate locations noted on Table A, Field Density Test Data. We conducted our density tests in general accordance with ASTM Test Designation D -2922 (Nuclear Gauge Method). The results of our field density tests are listed on Table A. Representative soil samples were taken to our laboratory for laboratory maximum dry density tests. These tests were conducted in general accordance with ASTM Test Designation D -698 (Standard Proctor). The laboratory test data is listed on Table B. AUGERCAST PILE INSTALLATION A total of 22 piles were drilled on November 25, 1997, by McDowell NW of Kent, Washington. The 20 -inch diameter piles were extended down through miscellaneous old fills into competent bearing soils. During the drilling, we assessed that the piles extended at least ten feet into the native silts and sandy silts. Piles extended to this depth can develop an axial capacity of 80 kips. Due to subsurface obstructions, it was necessary to relocate two of the piles. The approximate augercast pile depths are summarized on the attached Table C, Augercast Pile Summary. The corresponding pile locations and numbers are shown on the attached Figure 1, Pile Location Plan. SUMMARY Based on our site observations and testing, it is our opinion that satisfactory foundation support is available for the new building. The installed piles will provide the design capacity for the new structure. The fill and geogrid reinforcement placed behind the Keystone wall was adequately placed and compacted in accordance with our recommendations. We trust the information presented is sufficient for your current needs, If you have any questions or require additional information, Sincerely yours, TERRA ASSOC Anil Butail, P.E. President AB:ts y/ q EXPIRES 1219/ C1 Encl: Table A = FitttrDe Table B — Laboratory Maximum Dry Density Test Data Table C — Augercast Pile Summary Figure 1— Pile Location Plan cc: Mr. Randy Welch, Emerald City Construction Mr. Dave Larson, City of Tukwila Project No. T- 3617 -1 Page No. 2 Test No. Depth (ft.) Soil Type Moisture Content (%) Dry Density (pcf) Relative Compaction (%) Notes +1.3' Bottom Wall B 6.1 127.8 96 10'N 3'W, S corner Keystone wall 2 +1.3' Bottom Wall B 7.5 130.4 98 45'N 4'W, S corner Keystone wall 3 +1.3' Bottom Wall A 6.2 124.5 96 75'N 2'W, S corner Keystone' wall ' 4 +2' Bottom Wall B 6.3 128.5 97 10'W 3'S, NE corner Keystone wall 5 +2.67' Bottom, Wall A 7.4 125.4 96 40'W 3'S, NE corner Keystone wall • '.• • „ . " • . TABLE A Field Density Test Data Tukwila Chevron Tukwila, Washington Project No, T-3617-1 „ • Note : Maximum Dry Density Tests were conducted in general accordance with ASTM Tes Designation,D-698'(Standard Proctor) " • Laboratory Maximum Dry Density Test Data Tukwila Chevron Tukwila, Washington Sod Type Description Gray SAND with gravel. Gray SAND with gravel. • Optimum Moisture Content (percent) 6 • Maximum Dry Density (pcf) 130 • 133 Project No, T-3617-1 Pile No. Approximate Depth of Existing Fills (ft.) Total Pile Depth (ft.) Available Axial Capacity (kips) 1 10 22 80 2 10 22 .80 3 10 22 80 4 10 22 80 5 10 22 80 6 10 22 80 7 10 22 80 8 10 22 80 9 10 22 80 10 . 8 22 80 11 8 18 80 12 8 22 80 13 10 22 80 14 10 22 80 15 10 22 80 16 10 22 80 17 10 22 80 18 10 22 80 19 10 22 80 20 10 20 80 21 10 22 80 22 10 21 80 TABLE C Auzercast Pile Summary Tukwila Chevron Tukwila, Washington Project No. T- 3617 -1 4: TERRA • •• „_____... ASSOCIATES Geotechnical Consultants APPROXIMATE SC, 0 8 LEGEND: 12 Q PILE LOCATION AND SEQUENCE NUMBER REFERENCE: , • FLOOR PLAN PREPARED E S02,. DATED 7/97. Proj. No. LEGEND: 12 . Q PILE LOCATION AND INSTALLATION SEQUENCE NUMBER REFERENCE: FLOOR PLAN PREPARED BY CHEVRON, SHEET S02, DATED 7/97. ��� TERRA , .. . .. ASSOCIATES 'otechnical Consultants PILE LOCATION PLAN TUKWILA CHEVRON TUKWILA, WASHINGTON Proj. No.3617 -1 I Date APR. 1998 I Figure 1 City of Tukwila Department of _Community Development Steve Lancaster, Director - NOTICE OF DECISION February 28, 1997 Barghausen Engineers, Inc./ Chevron L.L.C. (Applicant/Owner) - State Department of Ecology, SEPA Division King County Assessors, Accounting Division (HB2567 Section 1) RECEIVED CITY OF TUKWILA • APR 2 4 1997 PERM CENTER -- This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on_the* following project and-permit approvals. At the hearing held February 27, 1997, the Board of Architectural review approved the applicant's request to build a Chevron gas station and food mart, with the following conditions: (1)for added security, move dumpsite back to the east, parking stalls forward to the west, and adjust landscaping to acCommodate aformeptioned changes; (2) move telephone booth from the north to the south side of the property for clearer visibility from the street as well as from the convenience store cashier station; and (3) submit lighting standard design specifications. Conditions to the approved project are marked on the attached site plan. PROJECT BACKGROUND a. Project file number: L96 . b. The name of the applicant who is also the current property owner: Barghausen Engineers, Inc. on behalf of Chevron Landka. L.L.C. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 John W. Rants, Mayor 411.0.100•••••■•■• Project location: Notice of Decision L96 -0063 ;Chevron Gas Station and Food Mart February 28, 1997 Page 3 Project Description: Design review approval to build a Chevron gas station and food mart, and two (2) new underground storage tanks. Pacific Highway South, 100 feet south of S. 146th Street Tukwila, Washington The permits submitted concurrently with this application: Building Permit Sign Permit Mechanical Permit Right -of -Way Permit . Environmental threshold determination: A Determination of Non- Significance was issued .on February 12, 1997. Property owners affected by this decision may.request a change in valuation for property tax purposes, notwithstanding program of revaluation. h. Appeals to the Board of Architectural Review's decision for this permit type is discussed below. -- APPEALS 1. The name of the appealing party, The period of appeal for this decision is 21 days, starting from the issuance of this Notice of Decision. All appeal materials shall be submitted to the Department of Community Development for closed record appeal to City Council. Appeal materials shall contain the following: 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association, or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf, and, 44 " : Project materials including the application, staff report, and plans related to the permit are . . available for inspection•at the Tukwila Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, Washington. Monday through Friday between 8 :30 AM to The project planner is Alexa Berlow who may be ;- contacted at 431 -3670 for further information. 3 A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of facts or errors in application of the law in the decision being appealed, the harm suffered or anticipated to the appellant, and the relief sought. The scope of this appeal shall be limited to matters or issues raised in the Notice of Appeal. ` Notice of Decision L96- 0063- Chevron Gas Station and. Food Mart February 28, 1997 Page 3 rt • .. 4764... r.Mr 66,4.1.60 uW W. ..M I.-- •••• K( I•• fl'6 7f'7M. PRELIMINARY LANDSCAPE PLAN C ok- ( a e,6 NCUTY MAP • Z7 RB..•A. {K•o \lorea • -I( t ....d erre t• &piov.r's/ n•arotn 7 ntnis i ,d�r• i %� < ', (p . ;I �• • Al( pr. 1 C4. rov o'sd b,n' /.. <•1• 0 tai r n • pd ••/• (•r•r .4• D isv � iri.( irr .r ` • l Kl�. n I-•y.•aR f7. /••••14 .i �NU.�/P .+L rh 7 �• 3 if §cg. g5 • • D.ECO.IPTiON•.OF PROPOSAL: CONSTRUCTION OF A FOUR BAY GAS STATION' WITH A CONVENIENCE STORE.NEAR•THE• INTERECT1ON OF S. 146TH AND PACIFIC HWY, S. CARGHAUSEN ENGINEERS, INC •.'. COCITION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY: .ADDRESS: PARCEL NO: 004000-09.01 SEC/TWN/RNG: '.LEAD AGENCY: CITY..OF TUINILA FILE NO: The City has determined that the proposal does not have a probable' - ziljnificant adverse impact on the environment. An environmental ,statelient (EIS) is not required under RN43.21c.030(2)(C). This decisionoyas:Made after review of a completed environmental • checklist and other information on file with the lead agency. This. information is available to the public on request. „. • .. .. . • , . • * O r * * * A l * * * * * * * * * * * * * * * * * k * * •k * * .4 * * * w * 0* k * I * A A k k4 * * * * * A * * W a: * Ar k * A * * k k A * * * * 4 A * .4 k ... . . . . . „ . . .. . . .... . . -.... • • '1 --• • This determination is final and sinned this 1C. day i.lf 4 '..:. j 99 /. '•:, . . _ _ CITY OF TUK DETERMINATION OF NONSIGNIFICANCE tONS) •'Stev Lancaster, Responsible Official ' of Tukwila, (206) 431.-3670 6300 Scuthcenter Boulevard Tukvflla, WA 96788 the pc eth'e. i. appE-al's 1:16! ..:::11 of 76P-/ r At A aa>itar. .1.w nw sS7 ? City of Tukwila John W. Rants, Mayor Department of Community Development _Steve Lancaster, Director MEMORANDUM TO: Project File e96 -0032, Chevron Convenience FROM: Michael Jenkins, Assistant Planner ; - RE: SEPA review - staff evaluation of Environmental Ccklist received September 24, 1996 DATE: February 12, 1997 .. Project Description: Site is located at the Intersection of S. 146th and Pacific Hwy. S. Project involves the development of a 2,200 sq. foot convenience store, a pump area covered by a 38' x 52' canopy and the installation of 2 - 8,000 gallon and 1 - 16,000 gallon fiberglass underground gasoline storage tanks with leak detection devices. The project will also include numerous site improvements, the installation of curb, gutter and sidewalks, impervious surfaces for parking and traffic circulation. _ Agencies with jurisdiction: None Comments to SEPA checklist: Pg. 5, section 1: Any development in steep slope area will have to comply with city's Sensitive Areas Ordinance, TMC 18.45, including the development and submission of a Geotechnical report with supporting slope stability information. Pg. 7 -8, section 3: A drainage review and plan is required, designed to King County Surface Water Management and City of Tukwila requirements, identified existing conditions of site relative to surrounding properties and uses and all receiving basins. Pg. 10: Landscaping along Pacific Hwy must comply with city standards. Pg. 19, section 14: Applicant has submitted a Traffic Impact Analysis, per City Requirements. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431.3670 • Fax (206) 431.3665 SEPA review - E96 -0032 Chevron Convenience Station - 146th and Pacific Hwy S. February 12, 1997 Summary of Primary Impacts: Earth Air • Water • Plants • Animals 2 30 to 40 percent slopes of eastern property edge, With grading and filling throughout entire parcel to ease slope. Rockery walls will be constructed along Northeast perimeter of site to support new development and must be in compliance.with city standards. Approximately 1,200 cubic yards of grading and filling anticipated, including minor fill placement at pads and excavation for underground storage tanks.' Fill will be granular material meeting Class B requirements. Applicant will submit temporary erosion control plan, per City of Tukwila standards. Approximately 80% of site will be impervious. All erosion control measures to be conducted according to City of Tukwila standards and Department of Ecology Puget Sound manual. A geotechnical analysis, with accompanying slope stability review, for all structures and parking lot is required, in support of the city's Sensitive Area's Ordinance (TMC 18.45), prior to the issuance of any engineering, building or land use permits. During construction, vehicle emissions and airborne dust will result from earthwork. Following construction, pollutants will result from auto emissions and well as possible emissions from fueling area. Dust control measures will be implemented during construction as well as installing Stage 1 and 2 vapor recovery systems to capture product fumes emitted during fueling and delivery of fuel. • No discharge to surface waters is expected. No ground water will be withdrawn or discharged. Facility will be connected to sanitary sewer. Stormwater runoff will be collected into catchbasins and conveyance systems, designed according to King County Stormwater Design•Manual. Stormwater will be conveyed to existing storm drainage system in Pacific Hwy. Treatment will be provided prior to discharge. A stormwater control plan will be prepared in accordance with Tukwila requirements. A filtering system, including oil /water separator or other approved method, will be.incorporated. A drainage review that complies with the city's Surface Water Management ordinance, identifying existing conditions in site relative to surrounding properties and receiving basins, is required. Grass and blackberries are currently on -site. All vegetation will be removed to accommodate development. Commercial landscaping in support of city requirements will be included on site. No known wildlife other than birds and rodents. No known candidate or endangered species found on site. SEPA review - E96 -0032 Chevron Convenience Station - 146th and Pacific Hwy S. February 12, 1997 Energy /Natural- Resources Natural gas and /or electricity as the main energy source for heating and lighting. The proposed facility will also be built in accordance with the Washington State Energy Code. Environmental Health ... Emergency shut -off switches will be located both inside and external to the building. Underground storage and product piping are double - containment type construction of - fiberglass materials with rupture protection. Underground tanks include monitoring of inner walls of tanks and piping for leaks. Overfill protection, gravity return of undispensed product, breakaway valves and stage 2 vapor recovery systems are also included in storage tanks and /or delivery systems. Short term noise will occur during construction of facility due to equipment operation. Long -term noise will occur from internal combustion engines on autos over a 24 hour period, due to nature of use. Some noise buffering of autos will occur due to placement of service islands adjacent to existing street. Land /Shoreline Use No structures are. currently located on site. Site is zoned Neighborhood Commercial Center (NCC). Surrounding properties are primarily zoned NCC, with the exception of apartment and multi - family uses to the east of the property. Project includes a 2,200 sq: ft'store and 1,900 sq. ft. canopied gas pump area. No structures will be demolished or substantially altered as a result of this project. The site will be staffed by approximately 3 employees. Housing • Recreation No housing demolition or housing is proposed for site. • Light and Glare No known impacts. 3 e • Aesthetics The tallest structures on site will be freestanding signage and canopy, both measuring approximately 18 feet. Exterior materials are stucco. Facility will be architecturally . designed and must comply with city's Design Review guidelines. - External illumination will. include canopy /fueling area and perimeter lot lighting. Store will be internally lit. Glare from external lighting will be mitigated by use of shields on all on -site lights to prevent slipover. Landscape planting on site may also prevent slipover light affect. ei /. • Public Services • Utilities Recommendations: DNS c:\msoffice...\SEPA1e96-0032 SEPA review - E96 -0032 Chevron Convenience Station - 146th and Pacific Hwy S. February 1Z, 1997 • Historic/Cultural Preservation - No known places, landmarks or objects; • Transportation Project is located near intersection of S. 146 and Pacific Hwy S. Access to site will be served by Pacific Hwy. Applicant has proposed two - 35 foot full turning driveways, separated by approximately 100 feet. Public transit serves Pacific Hwy, with a transit stop approximately 200 feet away. Applicant proposes to include 10 parking spots. Curb, gutter and sidewalks are also included along Pacific Hwy. The ITE Handbook estimates that 845 trips per day will be generated by use, with 75 percent of trips being "pass by" diverted from Pacific Hwy. and 25% from other roadways or end trips. Estimated peak hours trips are 81 in a.m. and 107 in p.m. Site must comply with city regulations concerning vehicular and pedestrian access to and from Pacific Hwy S. The proposed gas station and convenience store will attract a high number of pass - through vehicular trips. Pacific Hwy in Tukwila has a high level of demand on police services associated with the proposed use and other similar uses tailored to non - residents. R.C.W. 43.21 C and Tukwila Municipal Code (TMC) 2.04.270 authorizes the SEPA official to impose conditions to mitigate adverse impacts,- providefthe conditions are based on a plan or regulation identified in TMC 21.04.270. In this case,.Tukwila Comprehensive Plan, Goal 1.7 and TMC 18.060.050 apply. The mitigation required includes - ♦ A lighting plan approved prior to the issuance of a building permit In addition, the following are recommended - steps to mitigate potential public safety impacts that may arise from the proposed use: ♦ Installation of a quality surveillance video camera as part of the building permit application process, oriented to film details at gasoline pump and operational both day and night, ♦ Phone booths that allow for � calls only ♦ Attractive 6 foot fencing along the North, East and South des-o the parcel to eliminate ingress or egress from property except along Pacific Hwy. Electricity, telephone, water, natural gas, refuse and sanitary services will be used through existing service provided to site. 4 i. :s,lnt n na e,Annte ,,nn.,...... CERTIFICATE OF WATER AVAILABILITY PART A: (TO BE COMPLETED BYAPPLICANT) Andy Lakha / Lakha Investments Co. L.L.C. 1.. Owner Name /Address /Phone: c/o Barghausen Consulting Engineers, Inc. Agent or Contact Person /Name /Phone: Kent Anderson, AICP Site Address (Attach map and Iegal description shpping hydrant Iocation & size of main): See Attached roe. fri\ 5 4 5 / 2. This certificate is submitted as part of an application for: ❑ Residential Building Permit ' ❑ Preliminary Plat ❑ ShortSubdivision ❑ Commercial /Industrial Building Permit ❑ Rezone ®; Q - D•esiRn Review 3. Estimated number of service connections and meter size(s): 1 Connection / 1i"' Meter 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: • . 250' 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. Source of minimum flow requirement: 7 0 Fire Marshal ❑ Developer's Engineer ❑ City ❑ Insurance Underwriter ❑ Utility 6. Area is served by: Water District #125 Owner /Agent's Signature: C :,..ontig...'0.11tiVart"g1 At 18215 72nd Avenue South Kgnt, WA 98032 (206)251 -6222 (Utility) PROTECT # Date: g/ /s hy (Reverse side to be completed by water utility and governing jurisdiction) .•.vexc�narz. 'aruxv�!nx�+v,�xx:a•Arrorwrx �r.-+r� +;� xwommr ? tmeta ±++•! �t•sr :,�n;rue 097 o1Y3 • O oz ❑ Other 05/06/94 Agency /Phone Ywalwa +tbsw7."t�✓'Wl'i^ I hereby certify that the above informs Hon is tr Agera;y /Phone PART B: (TO BE COMPLETED R ) WATER UTILITY) I - 1. The proposed project i, located within i Cat L � i I t (City/County) Improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan ut to meet the minimum flow recitnrements of the project before connection: a f � t__ts�' . (�ocA ro p F� 5(z r:., 'C . UU4.C.eim Ord (e'-' IW' S-f iEf 1 d — f4•9 /0 - f f i ' �r G L e-ti 0 c_44-fc..L o`t 'A c- 4-4- i-) (-( A H.S. - / is . 5 9c( '.ei o you.v- pr ,la c 4rL2 op-. Move.. ,: 14 4 Va.? el -c a As. 11 ( .c r - I'} D.E.CPet.ve.' $ k te41Scon) t�K.eciGT 'C v' .. /A.eGr•S' 'Gr 4L1%5 evo .. 3. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of / •i 9Z- gpm at 20 psi residual for a duration of Z hours at a velocity of S fps ;s documented by the attached calculations. Date By Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one • Cl Acceptable service can be provided to this project. l Acceptable service cannot be provided to this project unless the improvements listed in item #C2. are met. . ❑ System isi't'capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) 05/06194 Post•Ir brand fax transmittal memo 76n 1" or Mil ► O2 From 1'1 n 4.1 �✓ t �C e. in ! co. c Dept. Phone N Fax ' Faxa SEP 19 '96 05 :49 VRL VUE SEWER DISTRICT I,11 .CERTIFICATE OF SEWER AVAILABILITY El CERTIFICATE OF SEWER NON- AVAILABILITY Building Permit ❑ Preliminary Plat or PUD ❑ Short Subdivision ❑ Rezone or Other Proposed Use: ❑ Residential S.F. [❑ MulitFamily ® Commercial ❑ Other APPLICANTS NAME 301:5l-7cr vJc►.+ PROPERTY ADDRESS OR APPROXIMATE LOCATION / d- I 4C LEGAL . DESCRIPTION o Zie. (Attach map & legal description if necessary) +++ ++++++++++++++++++++++++++++++++ + + + + + + + + + ++ + + + + + + ++•+ + + + + + + + +++ SEWER AGENCY INFORMATION 1. a.� Sewer service will be provided by side sewer connection only to an existing P " size sewer t) feet from the site and the sewer system has the capacity to serve the proposed use. OR 1 -1 b.1_ Sewer service will require an improvement to the sewer system of: 0 (1) feet of sewer trunk or lateral to reach the site; and /or 0 (2) the construction of a collection system on the site; and• /or 1,1.1 (3) other (describe) .1 D97•o /6 P • •o oz. 2. (Must be completed if 1.b above is checked) a.l The sewer system improvement is in conformance with a • ,..., approved sewer comprehensive plan. OR b. LJ The sewer system improvement will require a sewer comprehensive plan amendment. 3. a 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 b.L or city. OR 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 `I So — LFC: UNIT TOTAL •i 5 00 (Subject to change on January 1st) METRO Capacity Charge $7S0 billed by METRO after connection to sewer system. b. .Easement(s): _ Required _ Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VA Manager, E SEWER et . Matelich or ST ICT Date SEP 19 96 08:49 VAL VUE SEWER DISTRICT 09/19/98 08:24 FAX 2082518782 BARGNAUSEN ENG CY CHICAGO TITLE INSURANCE COMPANY AL.TA.COMMITMENT SCHEDULE A (Continued) P.2 ®002 LEGAL DESCRIPTION EX.FTBTT (Paragraph 4 of Schedule A cnntinuatian) Order Nu.:. 4S3ti12 Your No.: LAXHA INvESTMENT LOT 10, BLOCK 7, ADAMS MOMS TRACTS, ACCORDING TO THE PLAT THEP.EOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF DEEDED TO THE STATE OF WASHINGTON FOR STATE ROAD NO. 1. BE DEED RECORDED UNDER RECORDING NUMBER 2014227, RECORDS OF SAID COUNTY; ALSO THAT PORTION OF LOT 9, BLOCK 7, ADAMS HOME TRACTS, LYING EAST OF STATE ROAD ill; EXCEPT THE SOUTH 30 FEET THEREOF. ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, IN KING COUNTY, WASHINGTON; AND LOT 11, BLOCK 7, ADAM'S ROME TRACTS,.AC ORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS-, PAGES) 31, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET THEREOF; EXCEPT THE EAST 88 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF. 10 -16 -1997 1:31PM STATE OF WASHINGTON FROM EMERALD CITY CONST. 12064870161 1. DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A MASTER LICENSE SERVICE REGISTRATIONS AND LICENSES ORGANIZATION TYPE DOMESTIC PROFIT CORPORATION EMERALD CITY CONSTRUCTION CO. 19119 NORTH CREEK PKWY STE 101 BOTHELL WA 98011 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE REGISTERED TRADE NAMES; EMERALD CITY CONSTRUCTION CO. The above entity ha been Issued the business mn or limns listed '.. AAA OF Uc NSING. SUSINGSi i PROPE35IONS D WISIO14 PD. 110X SOU OLYMPIA, WA Witi740111 (CIO) 75 4101 • r UNIFIED BUSINESS ID #: 601 670 254 BUSINESS ID #: 001 LOCATION: 0001 • P. 2 SCOPE OF WORK SUMMARY FOR ALL CONTRACTORS NOTE: ALL OTHER EQUIPMENT AND MATERIALS SHOWN ON THE DRAWINGS BUT NOT DESIGNATED IN THIS SUMMARY SHALL BE FURNISHED AND INSTAI I Fn BY THE CONTRACTOR. LEGEND: 0 - OWNER GC - GENERAL CONTRACTOR SN - SIGN CONTRACTOR OT - OTHERS FOODMART WiTH RETAIL GAS SALES BLDG PERMIT MISG . FEES OC GC UTUTY SERVICES TO BLDG. GC GC FOUNDATION PAD PREPARATION SANITARY SEWER WASTE UNES, VENTS, CLEANWTS & CONNECTIONS 0011 ANCHOR BOLTS BASEPLAIES AND OR HOLD DOWNS VAPOR BAR IN RIER BELOW SLASUTADON AT COOLER CONCRETE SLABS AND REINFORCEMENT FLOOR DRAINS FLOOR SINKS GREASE TRAP PERIMETER SEALANT BLDG. PERIMETER APRON STEEL FRAMING, COLUMNS - DEUVER, UNLOAD AND ERECT EXTERIOR WOOD WALLS & FASCIAS WALL INSULATION SHEET METAL FLASHING EXTERIOR DOORS STORE FRONT GLASS, DOORS, FRAMES, MUWONS AND SEALANT LOCKSET AND HARDWARE CONCRETE MASONRY UNIT CARWASH ROOF DECK SLAB ROOF INSULATION MEMBRANE ROOFING GUTTERS, ROOF DRAINS & DOWNSPOUTS ROOF VENTS JACKS At FLASHING ROOF FLOOD TEST MECH. CURBS/FLASHING INTERIOR STUD WALLS INTERIOR DOORS, WINDOWS, FRAMES, HARDWARE DROPPED SOFFITS SUSPENDED ACOUSTIC CEIUNG GYPBOARD CEILING EXTERIOR PAINING EXTERIOR GRAPHICS, SIGNS & DECALS DIRECTIONAL N INSTRUCTIONAL SIGNS STEEL GRAPHICS PANEL OVER STOREFRONT CEMENT PLASTER (STUCCO) WALL FINISH THIN SET ALE FLOORING & COVING GYPBOARD (INTERIOR) INTERIOR PAINTING INTERIOR GRAPHICS & SIGNS INTERIOR GRAPHICS FASCIA CONCRETE FLOOR SEALER LL PANELS DECALS (INTERIOR) AIR PIPING GAS PIPING PLUMBING PIPING PLUMBING SUPPLY ONE, HOT & COLD PIPING, GATE VALVES & CONNECTIONS BACKFLOW PREVENTOR & OTHER VALVES CONDENSATE DRAINS PRESSURE REUEF DRAINS BAG -N -BOX PVC CONDUIT TOILETS LAVATORIES MOP SINK 3 COMPARTMENT STAINLESS STEEL SINK WATER HEATERS) HOSE BIBBS WATER ALTRAION SYSTEM BUILDING HVAC SYSTEM - COMPLETE EXHAUST FAN(S) - COMPLETE DIFFUSERS BALANCE REPORTS RADIANT HEATER AIR BALANCING ENERGY CALCULATIONS REMOTE CONDENSER(S) ELECTRIC PANELS, CIRCUIT BREAKERS, EQUIPMENT DISCONNECT AND 9GNA BUILDING ELECTRICAL - RECEPTACLES, CONNECTOR CONDUIT, JUNCAON BORES SEALOFFS, ETC. - COMPLETE EXTERIOR UGHNNG FIXTURES ELECTRIC DOE.LOCKS SYSTEMS.- COMPLETE LOOP DETECTOR (WHERE APPUCABLE) INTERIOR UGHTNG FIXTURES UGHTED SOFFIT LENSES ' TELEPHONE TELEPHONE BACKBOARD TELEPHONE WIRING & JACKS EMERGENCY FUEL PUMP SHUT OFF - ESD -STA2 WALK -IN COOLER WALLS & DOORS WALK -IN COOLER COMPRESSOR & COILS, COMPLETE WALK -IN COOLER SHELVING BEVERAGE & FOOD SERVICE EQUIPMENT TIME DELAY SAFE DISPLAY COURIERS, SHELVING, GONDOLAS METAL WIRE STORAGE SHELVING WOOD CABINETS & COUNTERS ARE EXTINGUISHER(S) OFFICE FURNITURE BUILDING D.S. TO STORM DRAINAGE SYSTEM BLDG. 55 TO SEWER SYSTEM GUARD POSTS JA" & 6 ° ) 0 0 GC Gc 0 O SN O SN GC GC Gc GC GC GC L OT GG cc GC GC GC GC GC GC GC GC O GC GC GC cc COORDINATION OP THE POWER SUPPLY TELEPHONE CONNECTIONS THE GENERA CONTRACTOR SHALL NOTIFY THE APPROPRIATE POWER COMPANY AND TELEPHONE COMPANY REPRESENTATIVE WDHIN FIVE (5) OATS OF THE START OF CONSTRUCTION. THE CONTRACTOR SHALL REQUEST ALL AVAILABLE CONNECP.ON INFORMATION AND SHALL PROVIDE THE ANTICIPATED CONSTRUCTION SCHMULE AND THE DATE TPAT SERVICE WILL BE NEEDED 'O THE POWER COMPANY AND TELEPHONE COMPANY. RESPECTIVELY. THE CONTRACTOR SHALL MEET WITH THEE REPRESE`TTATA. OF THE POWER COMPANY AND TELEPHONE COMPANY AS NEEDED TO COORDINATE THE CONSTRUCTION SCHEDULE AND TO ENSURE THAT NO DELAYS WILL OCCUR PI THE INSTALLATION PROCESS. THE GENERA` CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS TO PROVIDE FOR THE CONNECTION OF THE FOODMART FACILITY TO THE AVARABLE TELEPHONE COMPANY AND POWER COMPANY PRIMARY FACILITIES FROM THE POINT OF SERVICE IDENRFIED BY THE R.PECTNE POWER AND TELEPHONE COMPANIES THE GENERAL CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR COMPLETE COORDINATION OF THE INSTALLATION PROCESS AND SHALT PROVIDE THE PROPER NOTIFICATION TO THE POWER COMPANY AND TELEPHONE COMPANY REPRESENTATVES AS REQUIRED BY THESE AGENCIES TO SCHEDULE THE INSTALLATION OF SERVICE AND THE ACTIVATION OF THE FAMINES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING FROM THE RESPECTIVE POWER COMPANY AND TELEPHONE COMPANY REPRESENTATIVES. ANY SERVICE AGREEMENTS, EASEMENTS OR FEES THAT MAY BE REWIRED TO COMPLETE THE EXTENSION OF SUCH FACILITIES. THE CONTRACTOR SHALL NOTIFY CHEVRON'S ASSIGNED FIELD ENGINEER WHENEVER SUCH DOCUMENTS ARE REOLPRED AND SHALL FOLLOW -UP ON THE COM.PLEDON OF SUCH DOCUMENTS BY CHEVRON AND 1nE PAYMENT OF SUCH FEES BY CHEVRON IN ORDER TO COORDINATE THE INSTALLATION IN A TIMELY MANNER CONSISTENT WITH THE CONSTRUCTION SCHEDULE ESTABLISHED IN THE CONTRACT. THE ACTUAL PAYMENT OF FEES TO THE POWER COMPANY WILL BE THE RESPONSIBILITY OF CHEVRON. THE GENERAL CH CONTRACTOR SHALL PROVIDE EVRON WITH SUFFICIENT NOIFIC AION TO GIVE CHEVRON F ES AND TTO COMPLETE AN YRREQUTAE D E RVICE TENT A PAR EAE ENTSSIN D FEES ANY REQUIRED SERVICE A CIN THE CONS OR CONSTRUCTION SCHEDULE NFS IN TO AVOID UNNECESSARY .;FLAYS IN TE TR SCOPE OF WORK: OWNER: BUILDING INFORMATION: ZONING INFORMATION* PROJECT VALUATION* BUILDING USES 1o1LF'?, Erect CHEVRON Foodmart facility (2,480 square feet Convenience Store) Erect 1,976 square foot. free- standing pump isle. canopy (with 4 multi- product dispensers) Imto1 gallon, (1) 16,000 gallon (split) umerground gasoline s.oge Miscellaneous site improvements such as paving. lot fights, landscaping, fencing, refuse enclosure, public phones, signage, etc Of/ -site i mprovement s, drivewa curbs, g otten, sidewalk, and mactlarleous right of wa improve EMERALD co Y CONSTRUCTION 19119 North Creek Parkway, Suite 101 Bothell, Washington 98011 c/o Barghausen Consulting Engineers. Inc. 18215 - 72nd Avenue South Kent. WA 98032 Owner's Contact: Mr. Jay S. Grubb, P.E. (206) 251 -6222 CB, Commercial Business $250,000.00 composed of: • Convenience store: for retail sales of grocery and sundry items • Pump island canopy: retail soles of gasoline. PROPOSED BUILDING SOUARE FOOTAGE • Convenience Store: 2,480 square feet • Pump island canopy: 1,976 square feet $50,000 - underground storage tanks $150,000 - convenience stare $50,000 - pump island canopy OCCUPANCY MaINTYPE OF CONSTRUCTION: • Convenience store: M occupancy Type Y -N • Pump island canopy: S3 occupancy Type Y - -N BUILDING CODES USED IN PREPARATION OF PLANS Uniform Building Code 1994 Edition Uniform Fire Coda 1994 Edition Uniform Plumbing Code 1991 Edition Uniform Mechanical Codes 1994 Edition National Electric Code 1990 Edition Washington Stale Amendments to the building Codes RCW 70.92 and 19.27 1994 Edition. SPRINKLEREDD No WIND DESIGN : Exposure 'C' Wind Speed: 80 M.P.H. SOL BEARING CAPACITY: 1500 PSF Ass,ned t UWf CORN D E 6 SPECERD AS GREATER THAN 2,500 PS.I.. THIS I9 A P.5.1 WMgfiN2Y IIPGPAOE i0R D XMR. fY. STRUCTURE ONLY WS i0 BE 2.500 . PER S1WICRJRAL AEOUIREI@ri. U.B.C. 17013 (1) IX.2 lEa>AIIG 1rll. BE PEPfORFED NI AN MPROJEp FABRIG70R6 SHOP OR. WHERE FIID WEtDWC S S�Cff ®. R SFWL � $MOLE PASS FILLET WELDS SRIESSEO TO 50R OF I110x+,BtE SIFESSES. REID WfiDING WILL REOUIgE PERIODIC INSPECRON BY PN BOLTED: MERE .1 8E NO HIGH STRENGTH BOLTING ON THIS PROJECT. U.B.C. 1701.5 (6) PROJECT CONSULTANTS AHc*JTECT /GVL BKNNEER/LANDSCAPE ARCHITECT AND SURVEYORS RoNbousen Consulting Dgkwen Inc. 18315 - 72nd Avenue South Kent WA 98073 Pmje (206) 251 -6222 cl 71 6 Mr. Jay S. Grubb. P.E. STRUCTURAL ENGNEER MECHANICAL HANICAL AND ELECTRICAL B 4 (R3 (N) A.C.M. AD. ADJ. A.F.F. AGGR. AL APPROX. ARCH. ASB. ASPH. BD. BITUM. BLDG. BLKG. BM. BOT. CAB. CEM. CER. C. I. CLG. CLKG. CLO. CLR. C.O. COL CONC. CONN. CONSTR. CONT. CTSK. CNTR. CTR. DBL. DEPT. DET. DIA. DIM. DISP. DN. D.O. DR. D WR. D.S. DWG. E. EA. E. J. EL. ELEC. E.P. EQ. EQPT. EXST. EXP. EXT. SPECIAL INSPECTIONS UBC 1701 SPECIAL N9PECTAON NOT REOUOB7 PER WIC. 1701 o °1 % , Puba 950 PobOC. SuiN Tacoma, WatIgg Project 63 -27 9. Ron See (306) 763 -2)9] Project Contact: Igor Shnaider (818) 841 -0303 And Angle At Centerline Diameter of Round Pound or Number Existing Relocated New Cabinet Cement Ceramic Cost Iron Ceiling Caulking Closet Clear Cased Opening Column Concrete Connection Construction Continuous Countersunk Counter Center Double Department Detail Diameter Dimension Dispenser Down Door Opening Door Drawer Downspout Drawing East Each Expansion Joint Elevation Electrical Electrical Panelboard Equal Equipment Existing Expansion Exterior and Scott ler 785 ColuultMy Engineen Inc. 175 Eml Ofre Avenue, Suite 202 Budwnk G 91502 ABBREVIATIONS Alum. Composite Material Area Drain Adjustable Above Finish Floor Aggregate Aluminum Approximate Architectural Asbestos Asphalt Board Bituminous Building Blocking Beam Bottom FDN. FIN. FL. FL ASH 'G FLUOR. F.O.C. F.O.F. F.O.S. FPRF. F.S. FT. FTG. FURR. FU T. G.A. GALV. GL. GR. GSM GYP. GYP. BD. H.B. H.C. H D WD. HD WE. H.M. HORIZ. HR. HT. I.D. INSUL. INT. JT. KIT. LAM. LA V. LT. MAX. M.C. MECH. MEMB. MET. MFR. MIN. MIR. MISC. M.O. M.P.D. MTD. MUL. N. N.I.C. NO. OR # NOM. N.T.S. O.A. OBS. O.C. 0.D. OFF. OPNG. OPP. Foundation Finish Floor Flashing Fluorescent Face of Concrete Face of Finish Face of Studs Fireproof Floor Sink Foot or Feet Footing Furring Future Hose Bibb Hollow Core Hardwood Hardware Hollow Metal Horizontal Hour Height Inside Diameter Insulation Interior Join t Kitchen Laminate Lavatory Light Maximum Medicine Cabinet Mechanical Membrane Metal Manufacturer Minimum Mirror MISC. Masonry Opening Multi — Product Dispenser Mounted Mullion North Not in Contract Number Nominal Not to Scale Overall Obscure On Center Outside Diameter Office Opening Opposite Chevron Gauge Galvanized Glass Grade Galvanized Sheet Metal Gypsum Gypsum Board PL. P.LAM. PLAS. PLYWD. P.O.S. PR. PT. ITN. O.S.R. Q.T. R or RAD. Radius R.D. Roof Drain REF. REFR. RGTR. REINF. REVD RESIL. RM. R.O. RWD. R.W.L. S.0 SCHED. S.D. SECT. SH. SHR. SHT. SIM. SPEC. SQ. S.ST. STD. STL. STOR. STRL. SYM. T.B.S. TRD. T.B. T. C. TEL. TER. T.& G. THK. T.P. T.P.D. T.V. T. W. TYP. Plate Plastic Laminate Plaster • Plywood Point of sale Pair Point Partition Quick Service Quarry Tile Reference Refrigerator Register Reinforced Required Resilient Room Rough Opening Redwood Rain Water Leader Soiid Core Schedule Soap Dispenser Section Shelf Shower Sheet Similar Specification Square Stainless Steel Standard Steel Storage Structural Symmetrical To Be Specified Tread Towel Bar Top of Curb Telephone Terrazzo Tongue & Groove Thick Top of Pavement Toilet Paper Dispens Television Top of Wall Typical UNF. Unfinished U.O.N. Unless Otherwise No VERT Vertical W. 5/ W.C. WD. W/O WP. WSCT. WT. West With Water Closet Wood Without Waterproof Wainscot Weight Res taurarti the A / v INDEX A00 COVER SHEET /SCOPE OF WORK C1 CIVIL COVER SHEET C2 SITE PLAN C3 UTILTY PLAN C4 GRADING & STORM DRAINAGE PLAN C5 TEMPORARY EROSION CONTROL C6 CIVIL SECTIONS & DETAILS C7 CIVIL SECTIONS & DETAILS C8 CITY OF TUKWILA STANDARD DETAILS C9 CITY OF TUKWILA NOTES & DETAILS C10 CITY OF TUKWILA OFFSITE WATERLINE EXTENSION L1 LANDSCAPE PLANTING PLAN L2 LANDSCAPE PLANTING NOTES AND DETAILS L3 LANDSCAPE IRRIGATION PLAN L4 LANDSCAPE IRRIGATION NOTES AND DETAILS AS1 SITE DETAILS AS2 TRASH / RECYCLE ENCLOSURE SS1 LOT LIGHT DETAILS A01 FLOOR PLAN /FINISH SCHEDULE A02 ROOF PLAN /DETAILS A03 EXTERIOR ELEVATIONS A04 REFLECTED CEILING PLAN /DETAILS A05 BUILDING SECTIONS/ INTERIOR ELEVATION A06 DETAILS A07 RESTROOM ENLARGED PLAN /ELEVATIONS /DETAILS A08 TILE LAYOUT PLAN A09 SALES COUNTER PLANS A10 CABINET WALL & TOP PLANS Al CABINET SECTIONS & ELEVATIONS YO1 EQUIPMENT PLAN SO1 GENERAL NOTES SO2 FOUNDATION PLAN & DETAILS S03 ROOF FRAMING PLAN & DETAILS MO1 HVAC LEGEND AND SCHEDULES MO2 HVAC PLANS M03 HVAC DETAILS AND WIRING DIAGRAM P01 PLUMBING LEGEND, SCHEDULES AND DETAILS P02 PLUMBING FLOOR PLAN P03 PLUMBING RISER DIAGRAMS ES1 ELECTRICAL SITE PLAN ED1 SYMBOL LIST, SINGLE LINE DIAGRAM E02 LIGHTING PLAN AND FIXTURE LIST E03 POWER PLANS E04 PANEL SCHEDULES E05 ELECTRICAL ELEVATIONS AND DETAILS E06 FUEL ISLAND AND TANKS ELECTRICAL DETAILS E07 ELECTRICAL SPECIFICATIONS CA) CANOPY REFLECTED CEILING /ELEVATIONS CS1 CANOPY FRAMING PLAN / SECTIONS CS2 CANOPY FOUNDATION PLAN / DETAILS TK1 -1 UNDERGROUND TANK & PIPING SITE PLAN TK2 -1 DOUBLE —WALL FIBERGLASS— COATED STEEL TANK INSTALLATION DETAILS TK2 -1B 8,000/8,000 GALLON SPLIT DOUBLE —WALL FIBER— GLASS — COATED STEEL TANK INSTALLATION DETAILS TK3 -1 SUMP & VENT PIPING INSTALLATION DETAILS TK3 -2 SIPHON PIPING INSTALLATION DETAILS TK3 -3 PIPING INSTALLATION DETAILS O MULTI — PRODUCT DISPENSERS TK3 -4 TYPICAL MULTI — PRODUCT DISPENSER INSTALLATION AND ISLAND PRODUCT CONFIGURATION TK3 -5 TANK SLAB, ANCHORING & IDENTIFICATION MARKING DETAILS TK4 -1 VEEDER ROOT LEAK DETECTION & DISPENSER WIRING DIAGRAM TK4 -2 TANK ELECTRICAL SCHEMATIC DIAGRAMS TK4 -3 MATERIALS LIST, ABBREVIATIONS, TANK ORIENTATIONS GENERAL NOTES FILE COPY l e irlan c ern,Aiora , of P!= - C_v, not wharize the violation of z - ;y a'' -p:: =J coda or ordM(anpL eq contract.'. copy of approved B ;r Date Permit No. ro n Mao Lut f)r1 S VICINITY MAP (N.T.s.) N S 144th STREET S 146th STREET S 147th STREET S 150th STREET S 152nd STREET S 154th STREET tro Chevron Marketing Revisions Miscellaneous Clarifications 6/18/97 i 2 Vi ;VIA NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING DIVISION. NOTE REVISIONS WILL REDITIE A NFW Of AN ono . AMU MAY INCLUDE ADDITIONAL PLAN REVIEW FEES. 48th STREET WOOD FRAME Tukwila, Washington SCALE: NONE DR. RES COVER SHEET SITE In SEPARATE PERMIT REQUIRED FOR: 1 IECHANiCAL t.7 EJ.ECTRICAL L I'P'�dMBING C ✓GAS PIPING CITY OF T UTZWILA BUiLDING DIVISION Ali! OF TUKWILA ,LCF00'ED OCT ) 5iu Y FOR: EMERALD CITY CONSTRUCTION 7 4- P � '` TyNG EN \NF'F. vivo 1 5 72 PuOem ND ANO AV o acry E sPEGNLISrs' RECEIVED 182 SOUTH C ITY CF TUKWIL KENT, WASHINGT NU 98032 (206) 251 -8222 S P 4 iy4 BCE% 5781 PERMIT CENTER SITE —BUILT MARKETER BUILDING Pacific Hwy. S. near 146th St. CH. REK pr[I._®I V LA DATE: 1 /1 /97 APP. DBG SHEET: A00 5781 A00 1I1e_ r.ld Cln OF TUKWILA STORM DRAINAGE GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION; WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SNE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWLLA ENGINEERING DEPARTMENT (206) 433 -0179 MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILISES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS ANL SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UDUTY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER URUTIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800- 424 -5555) PRIOR TO CONSTRUCTOR. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. CATCH BASIN - TYPE I - PER WSDOT /APWA STANDARD PLAN B -1 OR ASSOCIATED SAND AND GRAVEL CB -15, OR EQUAL. 7. CATCH BASIN - TYPE II - PER WSDOT /APWA STANDARD PLAN D -1E (48 -INCH i.D. OR 54 -INCH I.D. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB -19, OR EQUAL 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PLAN B -12). 9. ALL TYPE II CATCH BASINS SHALL HAVE LADDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD PLAN B -12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER WSDOT /APWA STANDARD PLAN B -2A. 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL 12. ALL OIL/WATER SEPARATOR CB GRATES SHALL BE OF THE ROUND SOUD LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: A. HELICAL CORRUGATED ALUMINUM (OR ASPHALT- TREATED STEEL), MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH X 1/2 -INCH CORRUGATION, WITH WATERTIGHT CONNECTING BANDS. B. CETE, PER A.S.T.M. , ASS II NONEINFO BELL AND SPIGOT (WITH BELL ONCR FLUSH WITH C.B. WAL -14 OF CL USED , R ), WITH RUBBER RCED GASKETS. C. P.V.C. CONFORMING TO A.S.T.M. D -3034 - SDR 35. D. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND 2) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN, THAT MATERIAL MUST BE USED. E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT - TREATED STEEL) PIPE, 16 GAUGE, W/3/4 -INCH X 3/4 -INCH RIBS AT 7 1/2 INCHES O.C. G. ADS TYPE N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF WAS.H.T.O. M -294. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTOR 9- 30.7(1)B FOR ALUMINUM AND P.V.C. PIPE, AND SECTION 9- 30.7(1)A FOR CONCRETE PIPE. ALL TRENCH BACKFlLL SHALL BE COMPACTED TO 92 PERCENT MINIMUM DRY DENSITY PER AS.T.M. D- 1557 -70. 15. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR "GRAVEL BACKFlLL FOR PIPE BEDDING," THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS LOOSENED, REGRADED. AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 16. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6 -INCH (OR 8 -INCH DIAMETER WHERE SHOWN) P.V.C. (RIGID, NONPERFORATED FOR ROOF DRAINS, PERFORATED FOR FOOTING DRAINS.) SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CRY, ENGINEER, AND OWNER UPON COMPLETION OF THE WORK. 17. ALL ROOF AND FOOTING DRAINS SHALL BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PLAN TO BE SAVED. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIP UNE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAIN PIPE. 20. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE A.P.W.A. STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 21. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) 22. RIP RAP ROCK FOR EROSION PROTECTION SHALL BE SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: 1/2 INCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT 23. TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKWILA. 24. WHEN PLAIN ALUMINUM PIPE OR PIPE ARCH IS USED WHERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE, ALL ALUMINUM SURFACES IN CONTACT WITH THE CONCRETE OR CONCRETE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO BE PAINTED SHALL BE CLEANED WITH SOLVENT TO REMOVE CONTAMINANTS. AFTER CLEANING, THE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -645 (PRIMER, PAINT, ZINC CHROMATE, ALKYD VEHICLE.) ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CITY OF TUKWILA STANDARDS AND SPECIFICATIONS, CHAPTER 70 OF THE UNIFORM BUILDING CODE (LATEST EDITION, AND ALL OTHER GOVERNING AGENCY'S STANDARDS. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON A THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES S S HOWN ON THESE PLANS ARE BASED UPON THE BEST RECORDS AVAILABLE AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. DO/02/19,17 CIVIL - COVER SHEET CHEVRON FOOD MART PACIFIC HIGHWAY SOUTH AND SOUTH 146TH STREET TUKWILA, WASHINGTON LOCATED IN A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SECTION 22, TWP., 23N., RGE 4E., W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS; ONE (1) SET SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS., INC., WITH RECORDS OF AS -BUILT INFORMATION AT COMPLETION OF PROJECT. 6. INSPECTION WILL BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF TUKWILA. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 48 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION /DEVELOPMENT ACTIVITY, THE CRY OF TUKWILA INSPECTION SECTION MUST BE CONTACTED FOR ANY REQUIRED PRE- CONSTRUCTION MEETING(S). 8. THE CONTRACTOR SHALL REFER TO GUIDELINES AND RECOMMENDATIONS SET FORTH IN GEOTECHNICAL STUDY FOR ALTERNATE PAVEMENT SECTIONS, SUBGRADE PREPARATION AND OTHER APPUCABLE SITE PREPARATION DESIGNS. (SEE SOILS REPORT NOTES, THIS SHEET.) 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTOR OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 10. ALL NEW ON -SITE ASPHALT PAVEMENT SHALL CONSIST OF: - 3" (MINIMUM) COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE, OVER - 4" (MINIMUM) CRUSHED ROCK BASE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D -1557, OVER - 24" STRUCTURAL FILL (OR RECOMPACTED SUBGRADE) COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY PER ASTIR D -1557 11. ALL NEW ON -SITE CONCRETE PAVEMENT SHALL CONSIST OF: 6" (MINIMUM) PORTLAND CEMENT CONCRETE (4,000 PSI) WITH 6" X 6" - #10/ #10 WELDED WIRE MESH, OVER 6" (MINIMUM) CRUSHED ROCK BASE COURSE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D -1557, OVER - 24" (MINIMUM) STRUCTURAL FILL (OR COMPACTED SUBGRADE) COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY PER ASTM D -1557, OVER - STRUCTURAL FILL COMPACTED TO 90 PERCENT OF MAXIMUM DENSITY PER ASTM D -1557 12. A TACK COAT SHALL BE APPLIED TO ALL CONCRETE EDGES TO WHICH ASPHALT IS TO BE PLACED. 13. SOIL STERIUZATION (WEED KILLER) SHE` L BE APPLIED IN AREAS TO - DC PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 14. PONDING OR "BIRDBATHS" ON PAVEMENT EXCEEDING ONE - QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR, 15. PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON THESE PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR ENGINEER'S NAME AND TELEPHONE NUMBER ARE JAY GRUBB, P.E., AT BARGHAUSEN CONSULTING ENGINEERS, (206) 251 -6222. 16. THE DEVELOPER AND PROJECT ENGINEER ARE RESPONSIBLE FOR WATER QUALITY. A MONITORING PROGRAM SHALL BE ESTABLISHED BY THE PROJECT ENGINEER. THE PROJECT ENGINEER'S NAME AND PHONE NUMBER ARE JAY GRUBB, P.E., AT BARGHAUSEN CONSULTING ENGINEERS, (206) 251 -6222. 17. ENGINEERED AS- BUILTS SHALL BE REQUIRED PRIOR TO FINAL APPROVAL 18. EARTHWORK QUANTITIES SHOWN ON THESE PLANS ARE ESTIMATED FOR PERMITTING PUPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING. 19. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES (DNR) FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAL 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. 23. 24. 25. 26. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. FILING THE APPROPRIATE FORMS WITH DNR FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 20. ALL DIMENSIONS SHOWN ON THESE PLANS AND THE EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO BID AND CONSTRUCTION. ANY DISCREPANCY SHALL WARRANT IMMEDIATE ATTENTION OF THE ENGINEER TO RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 21. ALL WORK AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS AS INDICATED ON THESE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. 22. THE ENGINEER CAN NOT GUARANTEE THAT THESE PLANS ARE CONSISTENT WITH PLANS, SPECS, SHOP DRAWINGS, ETC., THAT ARE PREPARED BY OTHERS. IT SHALL BE THE OWNER'S RESPONSIBILITY TO MAKE AVAILABLE ALL INFORMATION TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. ANY DISCREPANCIES FOUND ON THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. EARTHWORK QUANTITIES SHOWN ON THESE PLANS (IF ANY) ARE ESTIMATED FOR PERMITTING PURPOSES ONLY, AND SHALL NOT BE USED FOR BIDDING. BARGHAUSEN CONSULTING ENGINEERS, INC. CANNOT, AND DOES NOT, WARRANT A BALANCED SITE. THE GENERAL CONTRACTOR SHALL REFER TO GUIDEUNES AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL STUDY PREPARED FOR THIS PROJECT. ANY DISCREPANCY BETWEEN THESE PLANS AND THE SOILS REPORT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. IF ANY UNKNOWN SUBSURFACE STRUCTURES ARE ENCOUNTERED DURING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO CONTINUANCE OF CONSTRUCTION TO OBTAIN DIRECTION. 27. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTIES, PUBLIC AND PRIVATE, AT ALL TIMES DURING CONSTRUCTION. IT IS THE REPSONSIBILITY OF THE CONTRACTOR TO CONFIRM ALL APPUCABLE PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 28. FOR ANY WORK ON ADJACENT PRIVATE PROPERTIES REQUIRES THAT THE CONTRACTOR OBTAIN THE APPROPRIATE TEMPORARY CONSTRUCTION EASEMENTS. 29. FOR ANY WORK ON ADJACENT PROPERTY THE CONTRACTOR SHALL CONFIRM THAT RIGHT OF ENTRY HAS BEEN OBTAINED AND CONSTRUCTION EASEMENTS HAVE BEEN ESTABUSHED. 30. TESC MEASURES SHALL BE INSTALLED PRIOR TO ANY SITE WORK (SEE TESC PLAN C5). CITY OF TUKWLA GENERAL GRADING NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDIDON. TOGETHER WITH THE LATEST EDITION OF THE CRY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CRY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACT/TTY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST BE CONTACTED FOR A PRECONSTR'JCTION MEETING. 5. ALL LOCATIONS OF °LISTING LTDURES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER - DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY 171E IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1- 800 -424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILTY CONFLICT EXISTS. 6. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION /SEDIMENTATION CONTROL PLANS. THESE FACIUHES MUST 3E SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 7. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95 PERCENT DRY OPTMUI DENSITY PER AS.T.M. D- 1557 -70 (MODIFIED PROCTOR). 8. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 9. IMMEDIATELY FOLLOWING FINISH GRADING, ANY DISTURBED AREAS NOT SPECIFIED FOR PERMANENT LANDSCAPING SHALL BE SEEDED AND STABILIZED WITH PERMANENT VEGETATION, CONSISTING OF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM 80# PER ACRE). THIS IS TO INCLUDE - 20 PERCENT ANNUAL, PERENNIAL, OR HYBRID RYE GRASS - 40 PERCENT CREEPING RED FESCUE - 40 PERCENT WHITE CLOVER 10. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 11. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TINES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. 12. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSITIVE DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT MINIMUM SLOPE; PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. 13. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLEO IN ACCORDANCE WITH CITY OF TUKWILA, WSDOT /APWA STANDARD PLAN 8 -11, AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT -LINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFlLL AND COMPACTOR. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE THE THICKNESS OF THE ORIGINAL ASPHALT OR THREE (3) INCHES, WHICHEVER IS GREATER. 14. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL SOILS REPORT NOTES 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOIL INVESTIGATION T -3617 DATED MAY 23,1997 AS PERFORMED BY: TERRA ASSOCIATES, INC 12525 WILLOWS ROAD, SUITE 101 KIRKLAND, WASHINGTON 98034 PHONE: (425) 821 -7777 GEOTECHNICAL REPORT TUKWILA CHEVRON FOOD MART SOUTH 146th STREET AND PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF BARGHAUSEN ENGINEERS. 4. A REPRESENTATIVE FOR THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATION OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL MAKE ALL PROVISIONS FOR SOILS INSPECTIONS AS RECOMMENDED WITHIN SOILS REPORT. AS A MINIMUM, THIS INCLUDES THE OBSERVATION OF THE FOLLOWING BY A SOILS ENGINEER: A. EXCAVATION FOR THE UNDERGROUND GASOLINE STORAGE TANKS FOR DEWATERING AND /OR OVEREXCAVATION RECOMMENDATIONS B. PLACEMENT OF STRUCTURAL FILL MATERIAL BENEATH BUILDINGS AND PAVEMENT C. SUBGRADE PREPARATION OF BUILDING AND CANOPY FOOTING S 5. THE CONTRACTOR SHALL QUALIFY ANY LIMITATIONS TO SOILS INSPECTIONS WITHIN RID PROPOSAL VICINITY MAP PROJECT INFORMATION SITE ADDRESS 14600 BLOCK OF PACIFIC HIGHWAY SOUTH TUKWILA, WA 98168 ASSESSORS TAX LOT NOW 004000 - 0901 -02 001uu6 - ual9' -uI CU FEET OWNER WON W. CHOI AND MI SOON CHOI DEED REFERENCE: REC. No. 9211102235 AREA 27,548 A SQUARE FEET 0.632 A ACRES LEGAL DESCRIPTION: LOT 10, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY WASHINGTON; EXCEPT THE NORTH 100 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF; ALSO EXCEPT THAT PORTION THEREOF DEEDED TO THE STATE OF WASHINGTON FOR STATE ROAD NO. 1, BY DEED RECORDED UNDER RECORDING NUMBER 2014227, RECORDS OF SAID COUNTY; ALSO THAT PORTION OF LOT 9, BLOCK 7, ADAMS HOME TRACTS, LYING EAST OF SAID STATE ROAD NO. 1; EXCEPT THE SOUTH 30 FEET THEREOF, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON; AND LOT 11, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS AT PAGE 31, IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 100 FEET THEREOF; EXCEPT THE EAST 88 FEET THEREOF; AND EXCEPT THE SOUTH 30 FEET THEREOF. BASIS OF HORIZONTAL POSITION CITY OF TUKWILA PK -BRAND MASONRY NAIL NO. 204, FOUND AT THE SE QUADRANT OF THE INTERSECTION OF S. 148th STREET AND PACIFIC HIGHWAY SOUTH SASE OF BEARINGS NAD 83/91, AS PUBLISHED BY THE CITY OF TUKWILA, BETWEEN THEIR POINT NO. 204 (MENTIONED ABOVE) AND THE MONUMENT IN CASE AT THE INTERSECTION OF S. 148th STREET AND 42nd AVENUE S., BEING S 88'50'24" E. VERTICAL DATUM COY OF TUKWILA PK NAIL NO. 272 NAVD 88, AS PUBLISHED BY THE CITY OF TUKWILA ELEV. - 322.37 T..ET UTILITY CONTACT LIST STORM CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -0179 CONTACT: JOANNA SPENCER GAS PUGET SOUND ENERGY 3130 S. 38TH ST. TACOMA, WA 98411 CONTACT: SUE CAGAMPANG (800) 476 -6409 SEWER VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATAC,WA 98168 (206) 242 -3236 CONTACT: STEVE FLETCHER CIVIL SHEET INDEX C1 -9 CIVIL -COVER SHEET C2 - CIVIL - SITE PLAN C3 -9 CIVIL - UTILITY PLAN C4 -9 CIVIL - GRADING AND STORM DRAINAGE PLAN C5 -9 CIVIL - TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C6 -9 CIVIL - DETAILS AND SECTIONS \r C7 -9 CIVIL - DETAILS AND SECTIONS C8 -9 CIVIL -NOTES AND DETAILS C9 -9 CIVIL -NOTES AND DETAILS L1 -4 LANDSCAPE- PLANTING PLAN L2 -4 LANDSCAPE- IRRIGATION PLAN L3 -4 LANDSCAPE- PLANTING NOTES AND DETAILS L4 -4 LANDSCAPE- IRRIGATION NOTES AND DETAILS Dq WATER WATER DISTRICT #125 2849 S. 150TH STREET SEATTLE, WA 98168 (206) 242 -9547 CONTACT: RUSS AUSTIN POWER SEATTLE CITY LIGHT 3613 FOURTH AVE. S. RM. 101A SEATTLE, WA 98134 CONTACT: RODELL RICHARDSON (206) 386 -1671 PHONE US WEST COMMUNICATIONS 7235 S. 228TH ST. KENT, WA 98032 CONTACT: JIM WARNER (206) 345 -3399 STREET CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -0179 CONTACT: JOANNA SPENCER GIVE OF T ITSI APPROVED OCT 1519 RECEIVED CITY OF TUKWILA � !ZP 4 199 PERMIT CENTER EXPIRES 01 -07 -99 a) U- U J ^ J 0 0 z 111 1 - 2 0 I cc a_ L1.1 LU cc 0 0 z 0"I 1- 0 0 0 z 0 >± 2 0 o) LL <C U _ I J S2 O F- 0 0 z Y z TO: Bob Benedicto Permit Center 6200 Southcenter Boulevard Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENFALSERVICES LETTER OF TRANSMITTAL DATE: January 21. 1998 City of Tukwila SENT VIA: COURIER DELIVERY OUR JOB NO: 5781 RE: Chevron Located at 14600 Block, Pacific Highway South, Tukwila, Washington Permit No. D97 -0143 As you requested, enclosed are the two copies of the Civil Site Plan with the handicap parking stall relocated. cc: Jay S. Grubb, Barghausen Consulting Engineers, Inc. Signed: Bruce K. Creager, Barghausen Consulting Engineers, Inc. Alexia Inigues Assistant Planner 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX 5781T.04 1 1/21/98 Drawing C2 of 10 with Revised ADA Parking TO: Bob Benedicto Permit Center 6200 Southcenter Boulevard Tukwila, WA 98188 CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENFALSERVICES LETTER OF TRANSMITTAL DATE: January 21. 1998 City of Tukwila SENT VIA: COURIER DELIVERY OUR JOB NO: 5781 RE: Chevron Located at 14600 Block, Pacific Highway South, Tukwila, Washington Permit No. D97 -0143 As you requested, enclosed are the two copies of the Civil Site Plan with the handicap parking stall relocated. cc: Jay S. Grubb, Barghausen Consulting Engineers, Inc. Signed: Bruce K. Creager, Barghausen Consulting Engineers, Inc. Alexia Inigues Assistant Planner 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251 -6222 (425) 251 -8782 FAX 5781T.04 SCALE: 1=20' 10 20 40 TANKS _ `- >l ®� : >_ .L0 UC Ex C ONCE KEYSTONE RETAINING WALL WITH FENCING 'KEYSTONE RETAINING YrAi1 'P1�OTEC1IVE FENCING LAI iCAPE 33 LF CONCRETE ExSTiHG I RETAINING WALL B'U'LC!NC ' PER ER RETAIL 3/C7. NOTE: PROVIDE 10' CLEAR 1 PATH FOR TRUCKS TO NEGOTIATE AROUND 811105f0 bq1 -DI�13 Fie: P: \sdskproj\ 5781 \engineering`,5781 a12.6, Date /Time: 01/21/1998 1041 Scale: 1 =20 DAVE Xrefs: 75781T,Z5781S,Z5781B, IINGSTREEV UGFIT TO BE'i RELOCATED OUTSIDE OF DRIVEWAY BY POWER CO. C6NITRACTOL2_T9 COORDINATE SDW E WFRH SEATTLE CITY LIGHT. UBLE YELLOW ErRi0E SAWCUT 1' INSIDE EXISTING EDGE OF PAVEMENT, MEET AND MATCH ONE E .,. .., , iMON *r MO LANDSCAPE 20' SLOPE EASEMENT PER REC TIDING N0. 2591474 II \ I I \ I I 1I 11 aViL - SITE PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON T. 2V V7 VV E = WITH SEATTLE CITY PACIFIC HIGHWAY SOUTH 8. 18.11 8.56 EXISTING STREET LIGHT TO BE RELOCATED OUTSIDE OF DRIVEWAY BY POWER CO. EX FOG LINE X SLGN , ;;,...,.._e YELLOW STRIPE ELL. STRIPE SNG:L J.1 +I1L G1 k'FL CONTACT UTILITY LOCATE 48 HOURS BEFORE YOU DIG AT 1-800-424-5555 LANDSCAPE FREESTANDING IDENTIFICATION SIGN = 31E13 EX SINGLE: ','WHITE STRIPE SAWCUT 1' INSIDE EXISTING EDGE OF PAVEMENT, MEET AND MATCH EX :•YDRAt'_! EX ST LIGHT SITE DEVELOPMENT SCHEDULE O NEW CHEVRON CONVENIENCE MARKET 2,400 S.F. UBC TYPE VN SEE ARCH. PLANS. O NEW CONCRETE RAMP W /1:15 SLOPE PER DETAIL O HANDICAP PARKING SIGN AND PAVEMENT SYMBOL PER DETAILS 1 /AS —I AND 3 /AS -1. O LOT 00 WAT LIGHT T PER AL HALI DETAIL DE SHEET SS -1, FOOTING TO BE SET 2' CLEAR OF CURB. K 3 (4 LAMP) f o o = OS 13' -4 "x15' -6' TRASH ENCLOSURE PER DETAILS, SHEET AS -2. 6 NEW CONCRETE SIDEWALK (WIDTH AS SPECIFIED SITE PLAN). SEE CONCRETE ' w w 6 SPECIFICATIONS ON SHEET CI. d °- " h o o \ \\ N N N 7 NEW 35' X 58' ISLAND CANOPY WITH 4 MPD'S PER SHEET G4 -1, CS -1 & CS -2. CONSTRU REINFORCED CONCRETE SLAB CENTERED BENEATH CANOPY ALL PER DETAILS ON CANOPY PLANS. ---. O NOT USED 2 9 TWO UNDERGROUND GASOLINE STORAGE TANKS WITH REINFORCED CONCRETE SLAB OVER TANKS. INSTALL PER "WET HOLE" INSTALLATION SPECIFICATIONS. SEE DETAILS, SHEETS U AN TKI -1 THRU TK4 -3 (1) 15,000 GALLON AND (1) 10,000 GALLON. � \rnrn m 10 VENT RISERS FOR UNDERGROUND GASOLINE STORAGE TANKS. SEE SHEET F -1. \ N O 11 NEW PAY TELEPHONE. VVV �1 W z 12 NEW CONCRETE CURB AND GUTTER (ON —SITE) PER DETAIL 1/C6. 0 NEW ASPHALT PAVEMENT PER DETAIL 2 /C6 AND SPECIFICATIONS ON SHEET C1. ,4 AIR /WATER DISPENSER WITH TWO GUARD POSTS PER ARCHITECTURAL PLANS. SEE DETAIL 5 /AS -1. 15 2441;11 RETAINING WALL PER DETAIL 1/C7. 16 PARKING ALL MARKING SHALL BE 4" WIDE WHITE STRIPES TO DIMENSIONS SHOWN. 0 NEW LANDSCAPE PLANTER AREA. SEE SHEET L1. 18 NEW FREESTANDING IDENTIFICATION SIGN. SEE PLANS BY OTHERS. 19 2' TALL ROCKERY, 27' LONG, SEE GRADING PLAN SHEET C4 AND DETAI GENERAL NOTES 1. ALL DIMENSIONS SHOWN ON THESE PLANS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL WARRANT IMMEDIATE ATTENDON OF BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. REFER TO SHEET C1 FOR CONSTRUCTION NOTES AND DETAILS AND OTHER APPLICABLE SITE DEVELOPMENT INFORMATION. 3. CONTRACTOR SHALL RECORD ALL AS —BUILT INFORMATION NOTING ALL VARIATIONS FROM THE PLANS AND SUBMIT COPIES TO ENGINEER. 4. ALL WORK AND MATERIALS AS INDICATED ON THIS PLAN SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL SIGNS SHALL BE FURNISHED, INSTALLED AND PERMITTED BY CHEVRON /OWNER. =AND CONCIDE CASE 5:'S A THERMACO W-250—IS GREASE INTERCEPTOR SHALL BE INSTALLED UNDERNEATH TI1 E 3 COMPARTMENT SINK. (SEE PLUMBING PLANS). KILLING Po., -c JAN i RECEIVED CITY OF TUKWILA JAN 2 1 1998 PERMIT CENTER JAN ' 9`93 EXPIRES 01 -07 -99 r O F Q - Z w O 0 co U J 0 J U J O O 0 0 CD N y . LI 0 W _ U I J d) O • 0) • 0 W • €L = n co W W z U ▪ N < 2 W NZ Q Z m J 0 0 10 20 EX Ck FENCE LOT OG 6 WALK STALL W g STRIPE ,ASP LOT ASPH. CURB /GUTTED; LOT LIGHT°` AIR /WATER 0 40 KEYSTON RETAINING WALL ' WtTH TECTNE FENCING EXISTING BUILDING 1 KEYSTON fi RETAINING WALL WO1- EPTbTECTNE FENCING CAPE Q � -vL �EOT�UGH 33 LF CONCRETE RETAINING WALL PER DETAIL 3/G7. NOTE: PROVIDE 10' CLEAR PATH FOR TROCKS_TO NEGOTIATE AROUND BUIQS(NG -- M I- 0 I a? SAWCUT 1' INSIDE EXISTING EDGE OF PAVEMENT, MEET AND MATCH SAN N � CONTRACTOR ...TO COORDINATE____,_ -_._ LE WITH SEATTLE CITY LIGHT. LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON LANDSCAPE 20' SLOPE EASEMENT PER RECORDING NO. 2591474 NG STREET DGHTTO -- _.___-_ -- .. RI ......._....._..... BE RELOCATED OUTSIDE OF DRIVEWAY BY POWER CO. N 20'07 27 E 192.46 a 92.5W PACIFIC HIGHWAY SOUTH - -- _- _ _ _ -_ ___ ____ CIVIL - SITE PLAN EXISTING STREET LIGHT TO BE RELOCATED OUTSIDE OF DRIVEWAY BY POWER CO. CONTRACTOR - TO -- COORDINATE WITH SEATTLE CITY LIGHT. LANDSCAPE CONTACT UTILITY' LOCATE 48 HOURS BEFORE YOU DIG AT 1-800-424-5555 FREESTANDING IDENTIFICATION SIGN SAWCUT 1' INSIDE EXISTING EDGE OF PAVEMENT, MEET AND MATCH SITE DEVELOPMENT SCHEDULE I 1 I NEW CHEVRON CONVENIENCE MARKET 2,480 S.F. UBE TYPE VN SEE ARCH. PLANS. O NEW CONCRETE RAMP W /1:15 SLOPE PER DETAIL. r ; ' HANDICAP PARKING SIGN AND PAVEMENT SYMBOL PER DETAILS 1 /AS -1 AND 3 /AS -1. T (40 LOT 0 W LIGHT ATT PE MET R AL DETHAAIL LIDE SHEET SS -1, LAM P) FOOTING TO BE SET 2' CLEAR OF CURB. O S 13' -4 "x15' -6' TRASH ENCLOSURE PER DETAILS, SHFT. AS -2. O NEW CONCRETE SIDEWALK (WIDTH AS SPECIFIED ON SITE PLAN). SEE CONCRETE SPECIFICATIOVS ON SHEET CI. O NEW 35' X 58' ISLAND CANOPY WITH 4 MPD'S PER SHEET CA -1, CS -1 A CS -2. CONSTRUCT REINFORCED CONCRETE SLAB CENTERED BENEATH CANOPY ALL PER DETAILS ON CANOPY PLANS. O NOi T GSED 9 -� 10 11 NEW PAY TELEPHONE. 12 NEVI CONCRETE CURB AND GUTTER (ON -SITE) PER DETAIL 1/C6. 13 NEW ASPHALT PAVEMENT PER DETAIL 2/06 AND SPECIFICATIONS ON SHEET C1. 14 AIR /WATER DISPENSER WITH TWO GUARD POSTS PER ARCHITECTURAL PLANS. SEE DETAIL 5 /AS -1. 15 KEYSION RETAINING WALL PER DETAIL 1/C7. 16 PARKING STALL MARKING SHALL BE 4" WIDE WHITE STRIPES TO DIMENSIONS SHOWN. 17 NEW LANDSCAPE PLANTER AREA. SEE SHEET L1. 18 NEW FREESTANDING IDENTIFICATION SIGN. SEE PLANS BY OTHERS. 19 2' TAU. ROCKERY, 27' LONG, SEE GRADING PLAN SHEET C4 AND DETAIL 1/07. GENERAL NOTES 1. ALL DIMENSIONS SHOWN ON THESE PLANS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCY SHALL WARRANT IMMEDWTE ATTENTION OF BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. REFER TO SHEET C1 FOR CONSTRUCTOR NOTES AND DETAILS AND OTHER APPUCABLE SITE DEVELOPMENT INFORMATION. 3. CONTRACTOR SHALL RECORD ALL AS -BUILT INFORMATION NOTING ALL VARIATIONS FROM THE PLANS AND SUBMIT COPIES TO ENGINEER. TWO UNDERGROUND GASOLINE STORAGE TANKS WITH REINFORCED CONCRETE SLAB OVER TANKS. INSTALL PER "WET HOLE" INSTALLATION SPECIFICATIONS. SEE DETAILS, SHEETS TK1 -1 THRU TK4 -3 (1) 15,000 GALLON AND (1) 10,000 GALLON. VENT RISERS FOR UNDERGROUND GASOLINE STORAGE TANKS. SEE SHEET F -1. ALL WORK AND MATERIALS AS INDICATED ON THIS PLAN SHAD- BE THE RESPONSIBILITY Oi- THE GENERAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL SIGNS SHALL BE FURNISHED, INSTALLED AND PERMITTED BY CHEVRON /OWNER. A THERMACO W- 250 -IS GREASE INTERCEPTOR SHALL BE INSTALLED UNDERNEATH TH'A CITY OF TIi IRA APPROVED 3 COMPARTMENT SINK. (SEE PLUMBING PLANS). These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is s hasl to errors and oml - ens which do nct authsrli, of RECEIVED adopteCj T.cindards or ordinances. ,i;ity of TuRw0 for the adequacy of the design TO v.10 SEP designer. Additions, deletions EP 2 5 1997 these drawings after this dae \rill : cld (his P CENTER acceptance and will require a resubmiiicI of revised drawings for subsequent approval. Final TE YPIYnce is subject to field inspection by the F_,;IC Works utilities inspector, Date: t ,v/ oco ` By: jf FYT�FSS U LA s urn. Co rn / -z/ -yg _ - SD S5 (GR,_a - se INTV GEPTD2 -) OCT t .'27 EXPIRES 01 -07 -99 2 5 - I- D O CO �M y- O 0- 0 W O 0 WI Q CO Z < - - cr O L V ® �- 0 0 O W U • J o Z e W (& W LU W 2 U Q DC ♦ / • 5 ® P z 0) UI U < v I • N N r- c, co Y . - 0 Co 0 N 6'N -3, CIVIL - UTILITY PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E, W.M. CONTRACTOR TO TAP MAIN & INSTALL 1 -1/2" COPPEEEEgg�22E2ii r SERVICE & 1 WATER M FOR DO t R - bOMESDC WATER PAR. W:D. #125 DET 2/ 105 LF 3 4" COPPER TYPEK WATER SERVICE TO AIR, WATER UNIT r INSTALL` OIL /WATE6, SEPARI(TOR MODEL 577 SA BY UTILITY VAULT I OR EQUAL PEP 'DETAIL I RIM 319.25 3` I .1E .-.-I 6 IN) 1E =`3- 16.50 (6" OUT) Kai). v Ka0. ES SSMH -B RIM = 316.22 10" CONC N = 309.42 10" CONC S = 311.62 8" CONC W = 312.12 PROPOSED 10 DRAINAGE EASEMENT II US WEST TO BRING SERVICE TO SITE CONTRACTOR TO INSTALL CONDUIT " W / ECONDARY POWER TO BUILDING FROM TRANSFORMER. SEE ELECTRICAL.. PLANS. 48 rah PVCDR 35 (FIELD VERIFY g9 IF 6 PVC - 3PE) DR -35 01 6.79%, PROPOSED C.O.T.G TRANSFORMER ■ = RIM.-a11RO10 ,t LOCATION IE =315.78 l - - -- SITE CONNECTION 20' SLOPE EASEMENT _ POINT FOR I PER - RECORDING 40. - -- - - 1 - PRONE- -W ERVICE - 12591474 INSTALL BACKFLOW PREVENTION DEVICE. SEE IRRIGATION PLANS. rAl i In CONTRACTOR TO TAP MAIN & INSTALL 1 SERVICE & 1" METER FOR IRRIGATION PER W.D. #125 DETAIL 1/C8. CAUTION: UTILITY CROSSINGS IN THIS AREA. CONTRACTOR SHALL`T:POTHOLE FOR NEW PACIFIC HIGHWAY SOUTH SEWER LINE AND WATER ONES PRIOR SEE PLAN SHEET irN COQ TU CQN UCTtD,N CONTINUATION OF WATERLINE IMPROVEMENTS'2 CONTRACTOR TO INSTALL (1) -2" SCH. 40 PVC CONDUIT WITH PULL WIRE. PROVIDE 4'x8'x3/4" PLYWOOD BACKBOARD IN BUILDING 0 C.O.T.G. RIM= 320.40 IE= 317.0 AT CONTRACTOR TO CUT EXISTING 6 MAIN AND INSTALL NEW 6" WYE. COORDINATE W /SEW DISTRICT. HELD VERIFY SIZE,': 4 TYPE, DEPTH AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF CONFLICTS IMMEDIATELY. Dc/11 N P11'11722' 19E,4.E W Exc.-to SHALL 8£_ RIEMA5lirrr — 0 . _. PW FOR. APPR.VVAI, of wane. 140 IN sivrEs900 AIR/WATER UNIT PER DETAIL 10/C7. IX LOT UGHT IX SIGN - Kan SCALE. I-20' 10 20 40 IX STREET\ ucHr ES SSMH -A RIM = 324.12 10 CONC N = 317.81 10" CONC S = 317.91 8" CONE W = 319.02 NOTE THERE IS HIGH PRESSURE GAS AND FIBER OPTIC TELEPHONE CABLE IN SOUTH 146TH STREET. CONTACT LOCATING, INC. 48 HOURS PRIOR TO CONSTRUCTION AT (206) 762 -7591. NOTE ALL SANITARY SEWER CLEANOUTS SHALL LOCKING TYPE AS MFR. BY OLYMPIC FDY MODEL M- 1007DT OR EQUAL. BE LITY CONTACT LIST WATER WATER DISTRICT #125 2849 S. 150TH STREET SEATTLE WA 98168 (206) 242 -9547 CONTACT: RUSS AUSTIN Ji APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC WORKS APPROVAL EXPIRES: CITY OF TU'�OIIL nT aY�, _ii L: I 1 5 1.9 POWER SEATTLE CRY LIGHT 3613 FOURTH AVE. S. RM. 101A SEATTLE, WA 98134 CONTACT: RODELL RICHARD50N (206) 386 -1671 PHONE US WEST COMMUNICATICNS 7235 S. 228TH ST. KENT, WA 98032 CONTACT: KEN STONER (206) 345 -3399 STREET CRY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 433 -0179 CONTACT: JOANNA SPENCER RECEIV CITY OF TL SEF „�1 PERMIT CE I EXPIRES 01 -07 -99 - I O w CD 03 J 0) ° • 0 03 0 NZ I co • 0 w °_ co W W c J Z ci) i:. 0 O CO U UTI CALL BEFORE YOU DIG. -1 -800- 424 -5555 CITY OF TUKWILA PUBLIC WORKS DEPARTMENT 6200 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (20 6) 433 -0179 CONTACT: JOANNA SPENCER GAS PUGET SOUND ENERGY 3130 S. 38TH ST. TACOMA, WA 98411 CONTACT: SUE CAGAMPANG (800) 476 -6409 SEWER VAL VUE SEWER DISTRICT 14816 MILITARY ROAD SOUTH SEATAC WA 98168 (206).242 -3236 CONTACT: STEVE FLETCHER H 0 F , ' O U W SCALE: 111 =20' F A 6° PVC ROOF.\ -s Bj9 • I. DRAIN 0 1% A /Sb 6, TYPE II -48 u U RIM =319.6 1E= 313.57 i•1 311.0 BW 20:40 te 319.0 au ss 40 LF TRENCH DRAIN 0 0.67 PER DETAIL 9/C7 319.50'' 0=319.0 SOUD 3.8 ) 0 �. 1 . L 3 F 8 S6 1 6 P VC .I 1'7 'J ROOF DRAIN , dd /I 0 1% tPi ® 15 8 "S01/ 102 LFI 1.75% I of R 11 9' �I 320,50 SEPARATE COLLECTION 319.70' BENEATH CANOPY TIGHTUNED TO! SAN, SWR.:SEE SHEET C3 .� 320.0 319.50 aI. IE= 318.76 320.30 CB /5, TYPE I RI = 319.00 1E= 317.00 i 7 319. 50 t 10= 318.40 - _TRENCH 'pry }e ms X3.50 7 5 ,0. i 321.50 18=311.0 \ BW =309.0 \ 27 LF 2' TALL" ROCKERY 138=-312.0 CB #10 TYPI L RIM 319.54 m 1E= 316 :89 322.0 SSMH = R105,511.35 IE 8" CNC W= 304.07 IE 8" CNC E- 304.03 0 6" CNC SW- 304.20 • "A SSMH RIM= 315.45 IE =6" CNC 5- 309.95 0 =8" CNC E= 308.75 AI ' M 15 8" CNC W= 304.07 10 8" CNC E= 304.03 15 6" CNC SW= 304.20 4" PERFORATED FOOTING DRAIN 0 0.5% PROPOSED 10' DRAINAGE EASEMENT L "s EW CB /1, TYPE I - RIM = 311.50 IE =309.00 1 C R,131,1=315.20 IE =18" CMP 5= 312.95 IE CMP E- 313.30 (2'X1.2') mss' 92 LF KEYk0N RETAINING WALL PER DETAIL ON SHEET C7. _EX CR -0 RIM 31698 12" CMP 5 314.68 18' CMP N = 313.78 1 CMP W = 313.53 EX_ SSIXT1 -f3 RIM - 316.22 10" CONC '8 = 309.42 10" COLIC $ = 311.62 8" COLIC W 312.12 6' PVC ROOF DRAIN 0 1% MIN. PROVIDE 2:1 MAX. FILL SLOPE CB , 2 TYPE I R1M =315.0 IE =310.0 (12 "_N)- 1E =310.4 _(F• S) 315.0 - RN X08 - 315.0 TW 311.0 BW 320.4 TW 319.0 BW rs, ws °.315.0 TW BW 20 LF RETAINING WALU * W /,. HANDRAIL PER DETAIE 57C7\;„ s 320.0 318.0 B 317.0 RN SW a' 31-3.:0 -BW- CB /8, TYPE )I w /sOUD uD 42 #M= 319.25 IE= 315.26 - . 0 17 LF 8" SD 0 2% :8110001 L$ VAU)AODEL '' 012 EQUAL COALESCING P.1ATE"' OIL/WA�1T5�02 SEPARATO , PER- -0€TAIEI8 /C7. RIM= 319.01, I0= 31495 (r IN) -_ - Ex. 6" C4 X.. 31470 11 318.50 X B -F RIM = 317.87 12" CONC 5 = 314.97 18" CONC E = 314.40 C8 /3, TYPE I RIM =316.0 IE =311.0 k 94 LF 12' SD 0 0.64% 94 LF KEYSTONE RETAINING WALL PER DETAIL ON SHT. C7. . 3i5,0'TW -- "311.0 BW 315.0 TW CIVIL - GRADING AND E i ORM DRAINAGE PLAN CB ; 9 TYPE 11 -48" RIM = 318.25 IE= 315.60 (8 0) IE= 315.10 (8° SE & S) LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. CITY OF TUKWILA, STATE OF WASHINGTON i 5 LF 6" SOLID WALL PVC 0 1.8.X -10 LF 8" SD 0 10.09.,... N 20'07 27 E .192.46 SAWCUT, MEET AND.MATCH ONE FOOT INSIDE EXISTING EDGE 0 PAVEMENT. EXISTING 20' -SLOPE EASEMENT PER RECORDING N0. 2591474 11 PACIFIC HIGHWAY SOUTH EX CB -E RIM = 320.41 12" CONC 5 = 318.11 12" COLIC N = 318.11 8" CONC W = 318.56 CR #4, TYPE 11 -54 CONTROL STRUCTURE W /SOLID LOCKING UD`PER DETAIL 5/07 R1M= 321.00 IE= 312.00 (36 S),,,. 0.F.= 316.50 IE= 312.0_.(8 E)." 10 =312.53 . (8 "' W) T 41sp5 CB #5, TYPE II -43' W /SOLID LOCKING U0 RIM= 320.00 IE= 312.26 (36" N) 48 LF, 6 FT. DIAM. CMP DETENTION PIPE 0 0.5% (SEE DETAIL 4/07) 155 LF CURTAIN DRAIN W /6" PERT. HOPP TIGHTUNE PER DETAIL 2/C7 \E' \9 p0 EX CB -8 RIM = 322.32 POSSIBLE DRY WELL SIGN END. 0 321.50 CALL BEFORE YOU DIG: 1- 800 -424 -5555 EX CB -A RIM = 322.01 12" CMP N = 318.73 EX CB -D EX CB -C RIM = 321.79 RIM = 323.14 I, 12" CONC N = 319.69 12" COLIC N = 320.74 12" CONC 5 = 319.74 12" CONC 5 = 320.79 6" CONC W = 321.84 SE, 09 LEGEND; PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SLOPE ARROW DOWNSPOUT CLEANOUT (COUNN STD.) PAVEMENT SWALE PROPOSED STORM DRAIN EXIST. STORM DRAINAGE TOP OF WALK SURFACE FLOW DIRECTION PROPOSED GRADE CONTOURS EXISTING GROUND CONTOURS EXISTING SPOT ELEVATION PROPOSED PAVEMENT GRADE SPOT ELEVATION PROPOSED LOT LIGHT EXISTING BUILDING EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT EXISTING EASEMENT EXISTING OVERHEAD POWER PROPOSED SEWER LINE EXISTING SEWER LINE PROPOSED ROCKERY NOTE: SD GENERAL NOTES: 1. REFER TO CIVIL - SRE PLAN (SHEET C1) FOR ALL HORIZONTAL CONTROL AND OTHER SITE DEVELOPMENT INFORMATION. 2. SEE GRADING AND DRAINAGE SPECIFICATIONS ON SHEET C1. 3. REFER TO GAS TANK DETAILS SHEET FOR DETAILS ON ELEVATING CONCRETE SLAB AT MANHOLE OPENINGS. 4. SEE SHEET C5 FOR DEMOLITION AND EROSION CONTROL EARTHWORK QUANTITIES CUT-1935, FILL-1775 C.Y. A81 =101 G.Y. CONCRb it-138 C.Y. TO PREPARE THE SITE FOR CONSTRUCTION, VEGETATION AND OTHER DELETERIOUS SURFACE MATERIALS SHALL BE STRIPPED AND REMOVED FROM THE SITE. FOLLOWING STRIPPING, TO PREPARE THE ASPHALT PAVEMENT SUBGRADE AND CONCRETE SLAB SUBGRADES, IF NOT PILE - SUPPORTED, OVEREXCAVATE THREE FEET OF THE EXISTING FILL AND REPLACE TT W1TH STRUCTURAL FILL ONCE EXCAVATED, PRIOR TO RESTORING GRADE, THE EXPOSED SUBGRADE SHALL BE THOROUGHLY COMPACTED TO CONSOLIDATE THE REMAINING FILL DEPTH AS MUCH AS POSSIBLE. A REPRESENTATIVE OF TERRA ASSOCIATES, INC. SHOULD OBSERVE THE OVEREXCAVATION AND COMPACTION OPERATIONS. APPROVED FOR CONSTRUCTION BY: DATE: DIRECTOR OF PUBLIC WORKS 0 1.0% 0 CO TIN APPROVAL EXPIRES: DS Nino 01 ' 01 0013/1 /I.A. OCT APNOVED RECEIVED CITY OF,TUKWILA SEP 2 5 1997 PERMIT CENTER 1 EXPIRES 01 -07 -90 1 LL J Q z w 1 O w 1- 0) CC 0_ 0 w w z 0) 5 1 0 0 Z 1- 0 0 co Q Q a< I J 0 H CD 0 0 Q 0 N 0 'DN7 Q y .4 01 \' S yr COORDINATE W /PROPERTY OWNER TO REMOVE EXISTIN CARS. ri o wcar rr �x` 1 �\ Imo, o r ., , I 1 EXISTING BUILDING PROPOSED CHEVRON FOOD \ MART BUILDING. \ PROPOSED U/G TANK LOCATION \ ER SHEET C2. 20' SLOPE EASEMENT PER RECORDING NO. 2591474 COORDINATE W ON MAXIMUM F 21 , EX SIGN SCALE: 1 ° =20' EX FND CONCRETE MONUMENT IN CASE PER ROS ,g � ' Ili k .----- es® TEMPORARY V -DITCH W /ROCK CHECK DAMS /� - Ex CHAIN LINT , PER PER DETAILS 6 /C6 & 8/C6 (TYP.) M / I I FEN r' - � TEMP OUTLET COB � % STRUCTURE PER AIL 10/C6"� �. . ' � . % '. ENSURE PER GRADING PLA INSTALL PERMANENT STORM PIPE N. ALL EASEMENTS HAVE BEEN _ Viiiii ACQUIRED, 9 VA INSTALL MIRAFI 140N OR EQUAL GRATE OVER FABRIC TO PROTECT EXISTING STREAM CATCFI - BASIN CONVEYANCE SYSTEM. s s s 126.08' FX SSMHiB- RIM - 31-6i.22 10" CONC I = 309.42 10" CONC = 311.62 8' CONCW - 312.12 FIX 63B1 e'F -3 Ha$a /TURAA: 0891811809 1930 Aaxle: 1 =49 LNUTAf:1 W0L A5 {A ALA,: 3Fi :2iN CIVIL - TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN LIMITS OF CLEARING (TYP.) EX FOG LINE = rd, EX SINGLE WHITE STRIPE \,n `N EX .........E YELLOW STRIP Z \ dye EX DOUBLE YELLOW STRIPE E,( SINGLE 94114 STRIPE FOG LINE /EX CB -F RIM = 317.87 12" CONE S = 314.97 18" CONC E = 314.40 7 (MON TO MON)(R95L 17ct - LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. an' OF TUKWILA, STATE OF WASHINGTON 1T y o INSTALL SILT FENCEE,ALONG SITE PERIMETER PER DETAIL 5/C6. " "" EX�SIREET LIGHT / , PACIFIC HIGHWAY SOUTH N 20'07'27" E 8490.65'.' EX CB -E RIM = 320.41 12" CONE S = 318.11 12" CONC N = 318.11 8" CONE W = 318.56 -- EX CHAIN LINK FENCE OILS ENGINEER OWABLE SLOPE. SSCO T L OT LIGH EX CB -B / RIM = 322.32 POSSIBLE DRY WELL - LIMITS OF CLEARING (T(P.) INSTALL: 50 25' TEMPORARY ROCK CONSTRUCTION ENTRANCE PER DETAIL 7/C6. 41 EX CB -A RIM = 322.01 12" CMP IJ = 318.73 EX FOG LINE P®U .LINTRACTO R SHALL - COORDINATE- V1 /RUGE T /SOUND ENERGY ON RELOCATION OR EREfSFGEMENTE STRIPE OF EXISTING STREET LIGHTS AND UNDERGROUNDING OF OVERHEAD POWER LINES ALONG FRONTAGE W /PROPERTY_' EX DOUBLE YELLOW STRIPE" EX DOUBLE YELLOW STRIPE EX SINGLE WHITE STRIPE EX FOG LINE EX CB -D EX CB -C II RIM = 321.79 RIM = 323.14 II 12" CONC N = 319.69 12" CONC N = 320.74 12" CONE S = 319.74 12" CONE S = 320.79 6" CONC W = 321.84 EX HYDRANT EX WATER \ EX SSMH - VALVES RIM = 324.12 10" CONE N = 317.81 10" CONC S = 317.91 8" CONE W = 319.02 END CONCRETE MONUMENT IN CASE PER ROS LEGEND: CALL BEFORE YOU DIG: 1 800 - 424 -5555 PROPOSED STORM DRAIN EXISTING STORM DRAIN SURFACE FLOW DIRECTION PROPOSED GRADE CONTOURS EXISTING GROUND CONTOURS EXISTING SPOT ELEVATION PROPOSED PAVEMENT GRADE SPOT ELEVATION EXISTING BUILDING EXISTING EDGE OF PAVEMENT EXISTING EASEMENT TEMPORARY CONSTRUCTION ENTRANCE MIRAFI FILTER FENCE TEMPORARY V DITCH CLEARING OMITS FLOW DIRECTION DIRECTOR OF PUBLIC WORKS SD }322 322.5 I EXISTING OVERHEAD POWER vmA ND* PROPOSED SEWER LINE EXISTING SEWER ONE APPROVED FOR COMMOTION BY: DATE: VP 44 • s APPROVAL EXPIRES: CONSTRUCTION SEQUENCE 1. CONFIRM ALL APPLICABLE PERMITS HAVE BEEN ISSUED. (CONSULT ENGINEER AND OWNER) 2. ATTEND /SCHEDULE REQUIRED PRECONSTRUCTION MEETINGS WITH CITY OF TUKWILA. 3. INSTALL CONSTRUCTION ENTRANCE ON PACIFIC HIGHWAY SOUTH AND CROSS CULVERT. 4. BEGIN SITE CLEARING AND INSTALL INTERCEPTOR DITCHES AND SILT CONTROL FENCES. 5. BEGIN ROUGH GRADING AND IMPLEMENT ADDIRONAL TESC MEASURES, AS SHOWN ON THIS PLAN. ADJUST TESC MEASURES AS NECESSARY AS CONSTRUCTION PROGESSES. 6. INSTALL UGST'S (STORAGE TANKS) PER SHEET C1 -2 7. PLACE AND COMPACT FILL MATERIAL PER SOILS REPORT. 8. BEGIN SITE STRUCTURES AND INSTALL UTILDIES, INCLUDING PERMANENT STORM SYSTEM. 9. PROVIDE TEMP. SILT TRAPS AT CATCH BASINS. 10. ANAL GRADE, COMPLETE SITE WORK, AND PAVE SITE. 11. LANDSCAPE AND PROVIDE EROSION PROTECTION ON ALL DISTRUBED AREAS. 12. OBTAIN FINAL INSPECTIONS AND SITE APPROVAL FROM CBY OF TUKWILA. RECEIVED CITY OF TUKWILA SEP a 1997 PERMIT CENTER Yrs 0 � . V Q CITY Dr TL ^t'P(A z z OCT 1 C 1,...,7 I EXPIRES 01 - 07 - 99 • Q THICKEN ASPHALT AND APPLY TACK COAT BETWEEN ASPHALT AND CONCRETE. STRUCTURAL PAVEMENT SECTION SEE DETAIL, THIS SHEET NOTE: 1. SLOPE GUTTER TO MATH SLOPE OF ADJACENT PAVEMENT. 2. PROVIDE EXPANSION JOINTS 0 20' -0" O.C. MAX. 3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 psi 0 28 DAYS PER ARCO SPEC. 3010(3). ON -SITE CURB AND GUTTER NOT TO SCALE NOTE: REFER TO SOILS ENGINEER'S RECOMMENDA- TIONS FOR SITE PREPA- RATION & ALTERNATE 12" MIN. (95% COMP.) PAVEMENT SECTIONS COMPACTED SUBGRADE AND /OR STRUCTURAL FILL MATERIAL TYPICAL PAVING SECTION NOT TO SCALE OIL RETAINER BAFFLE -, B GRIT /SLUDGE RETAINER WEIR FLOW DIFFUSER BAFFLE RASE PI AN OIL/WATER SEPARATOR CHAMBER OIL RETAINER BAFFLE PLATE ACCESS DOOR INSPECTION TEE 6" OUTLET TO SEWER NOT TO SCALE NOT TO SCALE OIL /WATER SEPARATOR SECTION A -A SFTTION R 2 1/2" 10" SL = SEE NOTE APPLY SEALER COAT AS SPECIFIED IN SUPPLEMENTAL CONDITIONS 3" ( MIN. ) COMPACTED DEPTH TYPE "B ASPHALTIC CONCRETE 4" ( MIN. ) COMPACTED DEPTH CRUSHED ROCK BASE 10' LANDSCAPE AREA SEE LANDSCAPE RAI• 1' 2 1/2" CONCRETE CURB & GUTTER (CONSTRUCT PEk DETAIL O APPROVED EQU AL) COMPACTED SUBGRADE AND OR OR STUCTURAL FILL MATERIAL COMPACTED & PLACED IN ACCORDANCE W/ SOILS ENGINEER'S RECOMMENDATIO IS(SEE SOILS REPORT) EXTRUDED CONCRETE CURB DETAIL OND PLATE COVER (2) PLATE INSPECTION COVERS COVER PI AN c.i "• no /11e/I0O7 in - aa S■ 757P.1{1 DIAMOND PLATER INSPECTION COVERS FLOW DIFFUSER GRIT /SLUDGE RETAINER WEIR 6 INLET 3 6" GALV STEEL PLATE BAFFLES AND WIER UTILITY VAULT MODEL 577 SA OR EQUAL STAPLES OR WIPE RC,GS (TYP) FILTER FABRIC MATERIAL MIRAFI 100 X OR EQUAL 2 "x4" DOUG. FIR AT 4' O.C. 2 "x4" DOUG. FIR OR EQUAL FILTER FABRIC MATERIAL 2 "x2 "x14 GA. W.W.F. 1 " -1 1/2" WASHED ROCK OR PEA GRAVEL. 6 "x6" TRENCH 6 NOTES: 1. CONTRACTORS RESPONSIBLE FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY, ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. 1.0' MIN. — FLOW V V 2" EXCESS OVERLAP --I SILT FENCE DETAIL NOT TO SCALE TEMPORARY "V" DITCH NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE SWALE FLOWLINE SWALE 0- SECTION AT ROCK CHECK DAM _ KEY ROCK INTO SWALF MIN. 0.25' 3' MIN. TYPICAL CROSS SECTION ELEVATION 5' 3 ROCK CHECK DAM ROCK DAM X- SECTION LU ROCK CHECK DAM DETAILS C6 NOT TO SCALE " m V 6 "x6" TRENCH 0.5' MIN. KEY ROCK INTO SWALF 0.25' ( MIN . ) 2 "x2 "x14 GA. WELDED WIRE FABRIC OR EQUAL NOTES: 1. PLACE 1' OF 3/4 " -1 1/2" WASHED ROCK OR PEA GRAVEL ON BOTH SIDES OF FENCE TO CREATE A BEVEL SHAPE. 2. FABRIC SHALL COVER BOTTOM OF 6 "x6" TRENCH AND EXTEND BEYOND THE LIMITS OF THE GRAVEL IN ORDER TO MAINTAIN AN EXCESS OVERLAP OF 2" MINIMUM AS SHOWN IN TYPICAL CROSS- SECTION. SWALF SI OPF 0% - 5% CHECK DAM( SPACING 150 100' 5% - 10% > 10% 50' SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK. FILTER FABRIC FENCE INSTALLATION NOTES. CITY OF KENT 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 5 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL HE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, OE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FILTER FABRIC 3/4" OR LESS WASHED ROCK FILTER OVER FILTER FABRIC SEDIMENT SUMP BURIED FILTER FABRIC NOT TO SCALE WELD ALL AROUND IE =310.0 NOT TO SCALE CATCH BASIN — WITH GRATE NOTE: 1) DO NOT PLACE FABIRC UNDER GRATE 2) APPLIES W/ SUBGRADE WORK. ONCE CRUSHED ROCK PLACEMENT PROCEDES FOR FINAL PAVING WRAP GRATE W/ FABRIC & REMOVE ABOVE COMPLETING CB ADJUSTMENT & MAKING WATER TIGHT. OVERFLOW ELEV. = 312.0 PLAN SECTION A -A C.B. SILT FENCE DETAIL 3' APART (MAX.) OUTLET CATCH BASI W/ GRATE TYPICAL (4 SIDES) 4'04' CONC. PAD 0 " - 10 ", 31' -50' (TYP) 36" 0 CMP PERF. STANDPIPE 36" 0 CMP PERFORATED STANDPIPE 4' - 0" X 4' -0" CONC. PAD ELEVATION 1" 4, TYP. AT 10" 0 -C 10 PER ROW TOTAL 40 PERF. LOWEST ROW ELEV =16.30 2 " -4" WASHED ROCK GRAVEL CONE ISOMETRIC PLAN MEW 2 "x2 "x4 "(MIN.) WOODEN STAKES, DRIVEN INTO GPOUND 18" (MIN.) IN DEPTH. SLOPE= 2:1 6 D EEP x 1 2" WIDE MIN. 6" DEAD STORAGE FOR SEDIMENTATION TRAP rPERIMETER SEDIMENT SUMP. 6" MIN. V ZZ BOTTOM =309.0 7-61145 TEMPORARY SEDIMENT POND m OUTLET CONTROL STRUCTURE PACIFIC. HIGHWAY SOUTH 12" BERM HT. SECTION SCALE: 1" = 5' SITE NEW ASPHALT PER • DETAIL 2 /C6 mm .. .. APPROXIMATE EXISTING GROUND QUALITY RENTAL : PROPERTY SECTION A -A SCALE: 1" = 5' NEW CL GUTTER . . ': PROPDSED' 4'.'TALL' ROOKERY RETAINING .. WALL: PER: DETAIL :1/C7 PROPOSED CHEVRON.__.. BLDG.''• B -B RR & PER DETAIL F.E.- _ 320.5 1 /C6 SECTION C -C SCALE: 1" = 5' SECTION. D -D .. SCALE: 1" = 5' APPROXIMATE EXISTITLG GROUND .............. ..... 12' NEW d" CHAR' LINK FENCE SVO QE 4 14,. RAIN PIPE 18' LANDSCAPE: AREA • ........- .- /••- -SEE•LANDSCAPE •DRAWING APPROXIMATE EXISTING :GRPVND LANDSCAPE AREA tr STORM DRAIN ::) :............PERF_. DRAIN PIPE RDPOSED FINISHCRAD LANDSCAPE AREA PROPOSED CHEVRON BUILDING FF =320.5 • SITE E APPROXIMATE EXISTING GROUND NEW CURB :& NEW ASPHALT . ..PER 2 GUTTER • PER • DETAIL 325 1/C 3115 320 .... .0 .CHAIN LINK •FENCE 315 PROPOSED. 4 ' ROCKERY RE-- :TAINING: WALL PER -DETAIL 1/C7 310 325 320 315 CI 'E C Ti ?fill}. 320 LANDSCAPE 315 AREA 310: m ...... VED CRY OF TIA(wn, 1997 PERMIT CENTER >- Z Q W O Z O z a 11- U a cn (2 a U J 0 UQ I� 0 O J ®) a Q Z O Qz W Q W W z U - W I I J a O z m 0) 5 E z 0 0 x 2 ' N ° ' °k, 00 00 O N I (0 N A 1 \ ° o � Ii i „ II • - I V . . KEYSTONE WALL NOTES 1 1ATE1IAL5 FILL SOILS ALL CONTMAI.NG BRUSH, SOD, PEAT, ROOTS OR OTHER ORGANIC, PERISHABLE OR DELETERIOUS WEER, INCLUDING, BUT NOT UNITED TO SNOW, ICE OR FROZEN SOILS, SHALL BE CONSIDERED UNSUITABLE MATERIAL AND SHALL BE REPLACED. 1.1.2 SOIL FILL MATERIAL SHALT_ BE IMPORTED SOILS ROTH PARAMETERS DETERMINED BY SOILS AND STRUCTURAL ENGINEERS DESIGN. 1.1.3 MATERIAL PASSING THE NOT 200 SIEVE SHAD. NOT HAVE A UQUID UNIT GREATER THAN 30 NOR A PLASTICITY INDEX GREATER THAN 20 UNLESS WRITTEN CONSENT IS OBTAINED FROM THE ENGINEER OF RECORDS PRIOR TO PLACEMENT. 1.1.4 FILL FOR UNITS SHALL BE FREE DRAINING GRAVEL OR CRUSHED ROCK. 12 GEOGRID REINFORCING SHALL. BE TENSAR UNINOAL GEOGRID UX 1500 MANUFACTURED BY THE TENSAR CORPORATION MORROW, GEORGIA 1.3 FACING OWED SHALL BE KEYSTONE STANDARD BLOCK UNITS. 1.3.1 INSTALLATION OF KEYSTONE FACING UNITS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS, KEYSTONE RETAINING WALL SYSTEMS, INC. MINNEAPOLIS, MINN. 1.4 ALL KEYSTONE GRAM, WALLS OVER 4' IN HEIGHT REQUIRE DESIGN BY GEOTECHNICAL AND /OR STRUCTURAL ENGINEER. 2.0 CONSTRUCTION METHODS 21 ALL CONSTRUCTON SHALL CONFORM WITH THE UNIFORM BUILDING CODE AND APPLICABLE JURISDICTIONAL STANDARDS. 2.2 PRIOR TO CONSTRUCTION OF A KEYSTONE/TENSAR REINFORCED SOIL RETAINING WALL, THE CONTRACTOR SHALL CLEAR AND GRUB THE ALL ZONE AREA, REMOVING TOP SOILS, BRUSH, SOD OR OTHER ORGANIC OR DELETERIOUS MATERIALS. ANY SOFT AREA SHALL BE OVER - EXCAVATED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL_ SOILS. 2.3 FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT BEEEDING 10 INCHES IN UNCOMPACTED THICKNESS FOR HEAVY COMPACTION EQUIPMENT. FOR ZONES WHERE COMPACTION IS ACCOMPLISHED WITH HAND OPERATED EQUIPMENT, FILL SHALL BE PLACED IN HORIZONTAL LIFTS NOT EXCEEDING 6 INCHES IN UNCOMPACTED THICKNESS (SEE NOTE 2.8). 24 ELL SHAM BE COMPACTED AS SPECIFIED BY PROJECT SPECIFICATIONS OR TO A MINIMUM 95 PERCENT OF THE MAXIMUM DENSITY DETERMINED IN ACCORDANCE WTN ASTM D -69B (STANDARD PROCTOR DENSITY), WHICHEVER IS GREATER. 2.5 TESTING METHODS AND FREQUENCY, AND VERIFICATION OF MATERIAL SPECIFICATIONS AND COMPACTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2.6 WHERE LARGE ROCK. STONE OR OTHER ACCEPTABLE MATERIALS ARE USED IN WE REINFORCED BACKFlLL ZONE, THEY SHALL NOT BE ALIBWED TO NEST, BUT SHALL BE DISTRIBUTED OVER THE AREA TO AVOID POCKETS. VOIDE SHALL BE FILLED YOH SMALL STONES OR OTHER ACCEPTABLE MATERIALS. 2.7 CONSTRUCTION SHALL BE PERIODICALLY SUPERVISED BY THE SOILS ENGINEER. 2.8 ONLY HAND OPERATED COMPACTION EQUIPMENT SIWl BE USED WITHIN 3 FEET OF THE WALL FACING UNITS. 2.9 BACKFlLL SHALL BE GRADED AWAY FROM THE WALL FACE AND ROLLED AT THE END OF EACH WORK DAY TO PREVENT PONDING OF WATER ON SURFACE OF THE REINFORCED SOIL MASS. 3.0 ILNSAR GEOGRID PLACEMENT 3.1 TENSAR GEOGRID SHALL BE PLACED AT THE LOCATION AND ELEVATIONS SHOWN ON THE P.S. 3.2 TENSAR Gl - OCRID LENGTH SMALL BE AS LISTED FOR EACH RESPECTIVE WALL SECTION. REINFORCED FILL ZONE LENGTH IS AS MEASURED FROM THE FRONT FACE OF THE KEYSTONE UNIT FACE 3.3 TENSAR GEOGRIDS SHALL. BE ATTACHED FIRMLY BETWEEN THE KEYSTONE BLOCK SECTIONS OVER THE TWO FIBERGLASS CONNECTING PINS. 3.4 PRIOR TO PLACING FILL, THE GEOGRID MATERMLS SHALL BE PRE TENSIONED TO 90 PERCENT OF TENSILE CAPACITY PER TENSAR CORPORATIONS, MORROW, GEORGIA, PROCEDURES (SEE NOTE 3.7). 3.5 FBI MATERWS SHALL BE PLACED FROM THE BACK FACE OF THE BLOCK BACK TOWARDS THE FlLL TO ENSURE FURTHER TENSIONING OF THE GEOGRID MATERIALS. 3.6 INSTALLATION OF TENSAR GEOGRID SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS, TENSAR CORPORATION, MORROW, GEORGIA 3.7 GEOGRID SHALL BE PRE - TENSIONED TO 90 PERCENT OF THE DESIGN LOAD FOR THAT GEOGRA. THE PRE - TENSIONED LOAD SHALL BE MANTNNED ON THE GEOGRID UNTIL COMPACTION OF ENTIRE OVERLYING FILL LIFT IS COMPLETED. 4.0 CHANGES TO GEOGRID LAYOUT OR PLACEMENT 4.1 NO CHANGES TO THE TENSER GEOGRID LAYOUT, INCLUDING, BUT NOT UNITED TO, LENGTH. GEOGRID TYPE, OR ELEVATIONS, SHALL BE MADE WITHOUT THE EXPLICIT WRITTEN CONSENT OF THE STRUCTURAL ENGINEER. THE CONTRACTOR MAY USE LONGER GEOGRID LENGTHS THAN THE DESIGN SECTIONS REQUIRE FOR EASE OF CONSTRUCTION. ASPHALT 8" IN A AL V ...............:..... ...: . ...... CURB . ./ SIDEWALK RIM 318.2 OPEN GRATE SECTION CB #9, TYPE 11-48" SCALE: N.T.S. NOT TO SCALE GEOTEXTILE WRAP CRUSHED STONE FILTER ZONE 1/2" MINUS W/ LESS THAN 5% PASSING THE U.S. STDS. STANDARD KEYSTONE UNIT 8" MIN 8 TO •O /W SEPARATOR SUBDRAIN DETAIL NOT TO SCALE COMPACTED WELL -DRAIN NG GRANULAR FILL BASE OVER GEOTEXTILE FABRIC ORIFICE TENSAR DC1200 DRAINAGE COMPOSITE 4" SLOTTED PVC DRAIN PIPE, PIPE TO DISCHARGE INTO STORM SYSTEM W /4" ADS R 2% MIN. 12" MIN. FREE DRAINING GRANULAR FINISH GRADE 8" CAP UNIT EX. GROUND 1' -0" SOIL RETAINED" BACKFILL NOTE: ALL KEYSTONE GRAVITY WALLS OVER 4' IN HEIGHT REQUIRE DESIGN BY A GEOTECHNICAL AND /OR STRUCTURAL ENGINEER. KEYSTONE GRAVITY RETAINING WALL (H =4' MAX) COVER NO. 64- 2 -342P 1200 LBS. OUTLET WIER OIL RETAINING BAFFLE BASE ASSEMBLY NO. 660 -CPS 6300 LBS. COALESING MEDIA GEOTEXTILE WRAP \ > TENSAR DC1200 DRAINAGE COMPOSITE 4" PERFORATED SUBDRAIN (SEE DETAIL) OUTLET PIPE WITH SAMPLING TEE #4 EN 12" S.C. (4 ) /4 CHANFER= - FINIS GRADE STRUCTURAL NOTES: ROUGHENED CONST. JOINT N.T.S. INLET WIER -/ - \i 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH 1'c =4500 PSI 2. REBAR: ASTM A -615 GRADE 60 3. MESH: ASTM A -185 GRADE 65 4. DESIGN: ACI 318 - 83 BUILDING CODE ASTM C -857 ° MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES" 5. LOADS: H -20 TRUCK WHEELS w/ 30% IMPACT PER AASHTO 2:1 SLOFE, MAX. CURTAIN DRAIN DETAIL NOT TO SCALE 2" CLR 6" NOT TO SCALE FREE DRAINING WASHED ROCK - SLEEVE FOR • FENCE POST WRAF! FILTER FABRIC LINER 140 N OR EQUAL 6" PERT. HDPP 1= 1�I�L= 111 =1I1 =1/1 4 -T /2" CLR ( # #4 EN 12" O.C. #4 ® 12" O.C. 3" DIA. WEEP HOLE EN 12 -0" D.C. MAX. =111 =1 TS LAi TT O T " CLR . 3 FINISH GRADE INLET PIPE WITH BEND ROUND SOLID COVER MARKER "DRAIN" W/ LOCKING BOLTS. UNLESS OTHERWISED APPROVED BY ENGINEER FRAME AND LADDER OR STEPS OFFSET. SEE PLAN SHEET. FRAME & GRATE ELEVATION PER PLANS RIM =321.0 CHAIN -200# CAPACITY SLACK WHEN GATE IS DOWN. FASTEN CHAIN TO FRAME OVERFLOW ELEVATION TO PROVIDE DETENTION AND OIL SEPARATION EL= 316.50 PIPE SUPPORT STD GALV. STEEL OR ALUMINUM LADDER /STEPS CLEANOUT GATE A) SHEAR GATE, IRON BODY BRONZE MTD. OLYMPIC FDY. STD. OR B) LEFT GATE, #C /C /I -LG, CASCADE CULVERT INC. OR C) OTHER DEVICE APPROVED BY ENGINEER INVERT EL =312.0 8" DIAM. RISER RESTRICTOR PLATE W/ DRILLED ORIFICE 1 5/16 DIAM. OPENING FIBERGLASS HOLD-DOWN CHANNE • INLET IE INLET PIPE WITH BEND INLET WIER GENERAL NOTES: 1. ALL BAFFLE/WEIR PLATES TO BE MILD STEEL, GALVANIZED 2. WATER DEPTH = 4' -0" 3. CONTRACTOR TO: GROUT IN ALL PIPES SUPPLY & INSTALL INLET & DUVET PIPES QNCWDING PIPE ELBOW & SAMPUNG TUBE) FILL W/ CLEAN WATER PRIOR TO "START UP OF SYSTEM VERIFY ALL BLOCKOUT SIZES AND LOCATIONS 4. REFERENCE U.V. Co. CATALOG MODEL 660 -LA COALESCING PLATE OIL /WATER SEPARATOR UTILITY VAULT 660 -CPS (OR EQUIVALENT) LADDER & OPENING 0 NLET PIPE 5 CB #4, TYPE II -54" FLOW CONTROL MANHOLE NOT TO SCALE 6' 0" - VAULT PLAN VIEW CB #4 SCALE: 1 " -2' NOTCH WEIR EL= 314.64 L =0.165 FT. 3 _I OIL RETAINING BAFFLE OUTLET WIER COALESING MEDIA BASIC DESIGN INFORMATION: INFLUENT CHARACTERISTICS - OIL SPECIFIC GRAVITY =.83 OPERATING TEMPERATURE -45' INFLUENT OIL CONCENTRATION =100 ppm MEAN OIL DROPLET SIZE (MICRONS) =130 EFFLUENT QUAUTY 125 gpm EFFLUENT DUALITY 10 ppm 36" • INVER EL -31 2.O OUTLET PIPE UTLET IE NOTES: 1) ' PIPE SIZES & SLOPES, SEE PLANS. 2) OUTLET CAPACITY NOT LESS THAN COMBINED INLETS 3) METAL PARTS: A) CORROSION RESISTANT OR GAL- VANIZED OR ALUMINIZED TYPE II, B) IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT I. 4) FRAME & LADDER OR STEPS OFFSET SO: A) CLEANOUT GATE IS VISIBLE FROM TOP. B) CLIMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE. C) FRAME IS CLEAR OF CURB. 5) STRUCTURE SHALL BE A TYPE II CATCH BASIN MINIMUM. WITH SAMPLING TEE Plan o in Elevation RIM =321.0 W,! RIM = 320.00 W/ LOCKING 0D STEPS IE= 312.25 SEE STORM PLAN LOCKING UD 36 CMP ASPHALT STEPS COATED (TREATMENT #1 (TYPICAL) - RESTRICTOR LOW CONTROL J I d E 5 2. •� Mnx. IE =312.0 CONTROL MR NEW CB #4 ' PER DETAIL 5/C7 NEW Cr' 48 LF 72" DIA. DETENTION PIPE CLOSED DETENTION SYSTEM NOT TO SCALE AND /OR UTILITY PLAN I__- FOR CHANNEL INVERTS /SLOPE(S). PLAN CB #9 TYPE II -48' SCALE: 1" = 2' ACO SLOTTED STEEL GRATE (PART. NO. 425) W /QUICKLOCK ASS'Y. A.C. PAVEMENT WHERE APPLICABLE. SEE SITE PLANS. MIN. FORMED -IN -PLACE TRENCH DRAIN NOT TO SCALE 4 -0" AIR /WATER DISPENSER NOT TO SCALE 1' -74" W 8 " IN PIPE TO BE 16 GA. ALUMINIZED STEEL W /3 "x 1" CORRUGATIONS TO OIL/WATER SEPARATOR - I I I NOTES 1. BASE SHALL BE POURED AGAINST COMPETENT NATIVE MATERIAL OR STRUCTURAL FILL 2. ALTERNATE TRENCH DRAIN SPECIFICATION MAY BE SUBMITTED FOR REVIEW AND APPROVAL 6" CONC. PAD 3/4" WATER SERVICE FROM BUILDING. BACKFLOW PREVENTION DEVICE IN BUILDING. (SEE PLUMBING PLANS) 6" X RDS 42" HIGH (ABOVE GRADE) BOLLA K 6" CONC. CURB AIR /WATER DISPENSER 6" CONIC. CURB LADDER & OPENING O• 8" OUT TO CB #8 NOTE: SEE DETAIL 7/C7 FOR A PROFILE OF CB #9 ACO FRAME PART N0. XHD 475 CONC. SLAB WHERE APPLICABLE. SEE SITE PLANS 7 ACO TRENCH DRAIN PART N0. K 10US 5 1/2 SACK. MIX G1 SEP 2 5 1997 PERMIT CENTER CRY OF TUK ° n LA 0 N W N CC 0 6 0, ^I 0 CML - DETAILS AND SECTIONS CHEVRON P. SI:e A (1t; BC (N " (ft D (N E (It YS oboe. olleg VNNR L ^vmo ^wv��na din io - NYmm�m ^ ^ NHhmmOnmmYm ^�•�• NN ^^ N MP, 419 NY WATER DISTRICT NO. 125 STANDARD NOTES: .. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION CENTER (I- 800 -424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A UTILITY CONFLICT EXISTS. 2. CONTRACTOR SHALT. NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEERS DESIGN.�� CONTRACTOR SHALL INSTALL - EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, WD 4125 SPECIFICATIONS, AND (CITY OF TUKWILA /WEPTI. KING COUNTY) STANDARDS. CONTRACTOR SHALL FURNISH ALL MATERIALS. ALL WATERMAIN PIPE SHALL BE DUCTILE IRON CLASS 52, PUSH -ON JOINT OR MECHANICAL JOINT, CEMENT LINED (ANSI .1.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL BE CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD .1.10, .1.11, 816.2, B16.4 AND A21.53, WITH A MINIMUM PRESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8.) ALL GATE VALVES TO BE MUELLER_ ALL HYDRANTS TO BE MUELLER VW,. 9. r CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR WD 4125 SUPERINTENDENT, ENGINEER AND (CITY OF TUKWI.AAETTT HEISET TAB1 KING COUNTY) INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10. CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. I TAPPING SLEEVES SHALL BE MUELLER CAST MMON,JCM EPDXY COATED STEEL, OR ROMAC SST -WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 1/2 FOOT MINIMUM COVER OVER ALL WATERMAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTION FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT NO. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAWS TO BE OPERATIONAL PRIOR TO COMMENCEMENT OF CONSTRUCTION. 17.) NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WD 4125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKWILA /.. / KING COUNTY PUBLIC WORKS ENGINEER 8.) REFER TO WD 4125 CONDITIONS AND STANDARDS, AND TO THE (CRY OF TUKWILA / -TI ICATAE / KING COUNTY) STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. I9. PROVEDE 3/4' SERVICE LINE AND TAP CONNECTIONS FOR EACH METER 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80'. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TESTREQUItED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER ALL COMPACTION LAND. PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90%.. MAXRDIM DENSITY MODIFIED PROCTOR 23.(ALL VALVES, FIRE HYDRANTS AND SERVICES TO TEE METER' STOP TO BE INCLUDED AS PART OF ALL PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24( TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH (CITY OF TUKWILA/43[FA+QW IRA #h6/ KING COUNTY) REQUItEME NTS. 25 ALL PIPE AND APPURTENANCES TO BE TESTED TO WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE; WITH WATER DISTRICT NO.. 125 STANDARDS. 27. THETESTWG AND DISINFECTION OF THE WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT NO 125. ADD THE FOLLOWING NOTES WHEN WORKING IN ME CITY OF SEATAC: 4' -0 MIN. RADIUS OF LEVEL GROUND AROUND FIRE HYDRANT CONTRACTOR TO OBTAIN CITY OF TUKILA. CONSTRUCTION PERMIT PRIOR TO STARTING ANY WORK WITHIN VIE RIGHT -OF -WAY AND SHALL BE RESPONSIBLE FOR COMPLIANCE OF ALL TERMS AND CONDITIONS OF RIGHT .OF -WAY PERMIT. CONTRACTOR TO NOTIFY TU(11L...i PUBLIC WORKS INSPECTOR A MINIMUM 48- HOURS PRIOR TO CONSTRUCTION STARTUP AND TO SCHEDULE ALL INSPECTION. INSPECTOR SHALL BE PRESENT DURING BACKFBL AND COMPACTION OPERATIONS. 30. ALL FIRE HYDRANTS AND/OR GUARD POSTS TO BE PLACED SO AS TO PROVIDEA MINIMUM OF IC/ CLEARANCE TO FUTURE ROADWAY LIMITS. 31. NEW WATERLINE CONSTRUCTION TO MAINTAIN 4' M NIMUM SEPARATION FROM PROPOSED STORM DRAIN LOCATION; OR CONSTRUCTION SHALL BE SCHEDULED TO FO • W STORM DI., I . Y s . I. al I \ 9/►o r / VALVE DIII \\\ MARKER POST wQg 1�V� .; -,„ `. ; . Pemba/leg= Annotates Coma:WHog &ewers. Lao. 'Henning 9.,rw21�a PLOT 041E ROIL 2 TCA1LL FILL HYDRANT IN CUT /FILL AREA VALVE MARKER / GUARD POSTS Pa FIRE HYDR CITY STAN OARO PER u FI FVAi1ON PLAN NOTES: GUARD POST SHALL BE CONCRETE (MIN. r qA). POSTS SHAH LE 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BEN DIRECT UNE WM ANY DISCHARGE PORTS. POSTS SHALL BE 6 FEET LONG: 3-3 1 FEET SHALL BE BURIED. PANTED FINISH SHALL BE THE SAME AS FOR HYDRANTS. VALVE MARKER POST rwlNl: OR APPROVED EQUAL PAINT AS SPECIFIED FOR HYDRANT GUARD POST. PANT DISTANCE FROM THE VALVE MARKER TO 111E VALVE ON THE POST WITH BUCK ENAMEL PANT, USING 2' MCI NUMERALS. CHECKED DM/ADD 015 I STD. DETAIL No. 4 0ATE Awmo.Eo KD King County Water District No. 125 DUCTILE IRON WATERMAIN CLASS 52 ONLY IF EXISTING MAIN IS D.I. OTHERWISE USE SADDLE ANGLE METER STOP COPPER FLARE NUT x METER SWIVEL NUT MUELLER H -14255 CONCRETE METER BOX W/ HINGED TRAFFIC UD B -914 FOGT1TE OR EQUAL CORP. STOP - • MUELLER "CC' H -15000 DIRECT TAP TO NEW • OR EXISTING MAIN ° 3/4' & 1' DOMESTIC SERVICE DETAIL PmhalosDn Associates CBRSIMtta( EHgHaaR. Lea Plawsbow worresAng CwsWN.no NOSES: CAPPED CROSS INeR Pam6see(Dn Asaodates RESB BB( D+dnea s Ina mot EEnAtn 1aa X 2/12/. melanins 9v1vJlna Rai . HE. I rL I I . _�' n ,� PLAT DA pU wLx 90' BEND THRUST BLACK - TABLE Min. Bearing Areo Against Undisturbed Soil TYPE 'K" COPPER TUBING I. BEARING AREA OF CONCRETE THRUST -BLOC( BASED ON 200 PSI PRESSURE AND SAFE ROIL BEARING LOAD O. 2,000 POUNDS PER SQUARE FOOT. 2. AREA MUST BE ADJUSTED FOR OTHER PIPE SEES, PRESSURES AND SOIL CONDIRONS 3. CONCRETE IMOM OF SHALL BE CAST IN PLACE AND NAVE'A MB6WM O 1/4 SQUARE FOOT BEARING AGAINST SHE FITTING. 4. ,BLOCK SHAM BEAR mom FITRNGS ONLY AND .ALL BE CLEAR OF MINIS TO PERMIT TAIONG UP CR DISMANTLING OF JOINT. VASNOS162VCAD V 1D20T, 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY 1WTIHSTANO OPERATION PRESSURE MOM AU. CONDITIONS OF SERVICE 6. THRUST BLOCK IS CONSIDERED TO ACT AS A SPREAD FOOTING: THEREFORE HOGHT OF BLOCK MUST BE EQUAL TO OR LESS THAN 1/2 THE DEPTH FROM THE GROUND SURFACE TO THE OLOCMS BASE 7. THE QUANi1IY OF CONCRETE DEPENDS UPON THE DISTANCE BETWEEN THE PIPE AND TINE UNDISTURBED SOIL DBR I IDCa®1 �a oa w a t NAi \PRDV 51I2,CADSD1.D15 owwoos SEE W/ PLUG CKED 45 - .BEND 11 1/4' BEND OBNAgS SENSUS SEALED REGISTER METER (CUBIC FEET) TO BE SUPPUED BY DEVELOPER RAND I t DATE APPROVED HORIZONTAL THRUST BLOCKING DETAIL & TABLE DATE APPROVED R/W APPROVED DISTRICT APNIOSED ANGLE CHECK VALVE METER SWIVEL NUT x IW/ MUELLER 15428 MALE ADAPTER FINISH GRADE PRIVATE SERVICE PIPE STD. DETAIL No. 1 King County Water District No. 125 TEE W/O PLUG 22 1/2 BEND _ STD. DETAIL No. 6 King County Water District No. 125 90' ELBOW F.I.P. x DOUBLE STRAP SADDLE. SMITH BLAIR OR ROMAC DUCTILE IRON WATERMAIN • CLASS 52 IMP Pmhella(a= Associates CBBmRNB( OB(Ines2'A Ino. Ror wTE Plasustrot NOTE: CONCRETE BLOCKING BASED ON 200 PSI PRESSURE AND 2500 PSI CONCRETE. AND 2000 PSF MIN. SOIL BEARING CAPACITY. P nhe.gm Aaxfates SaglaeBIL JDa PleasstnQ Cow. Mg ANGLE METER STOP F.I.P. x METER FLANGE MUELLER H -14286 CONCRETE METER BOX W/ TRAFFIC UD NO. 2 FOGTITE OR - EQUAL COMPRESSION CONNECTION, MUELLER :C ����..1 -I� 110 z M.I.P. H -15428 CORP. STOP TAPER BY M.I.P. MUELLER H -9969 PLOT NTS PLOT DATE END PLAT SCALE u TaE COPPER TUBING VIII 1 BLOCKING fOR 71 V.' - 22N' - JO' (TENDS PPE SUE 10-12 16 16-20 24 4 _ 12 16 20 V. B. (degrees) ,114 1114 11 Vs 22N 30 1114 30 1114 22FY 30 1114 22P2 30 30 45 CU. Fr. 17 11 25 41 16 47 70 88 132 70 275 225 330 128 s2o 480 30 - 68 123 232 476 560 820 (teat) 2.0 2.2 26 22 3.5 29 25 3.6 4.1 3.2 4.5 5.7 s.1 57 6.5 4.5 B.7 6.9 5.0 6.8 7.9 3.1 4.1 5.0 6.1 7.8 8.2 9.4 (inchn) Y• 44 T4 114 iYs 114 IRAs 141 (f.4,) S.5 20 20 20 2.5 20 3.0 3.0 4.0 3.0 4.0 4.5 VERTICAL BLOOM° FOR 45 BENDS Ys 20 25 4.0 4.5 RAMA 1 115CT um PEA RLE NAME COMPRESSION CONNECTION, MUELLER 110 x M.I.P. H -15428 90' ELBOW F.I.P. z F,I.P. CLOSE NIPPLE, BRASS 1 - 1/2• & -2' DOMESTIC SERVICE DETAIL .a \PDS\amD2\CADWamT2 VAS,DI1•T,A0,1870 t ocaKm AWS • 90' V£R71CAL BENDS NOT ALLOWED ON PIPE LARGER THAN 8 NOTES DIA. VERTICAL THRUST BLOCKING DETAIL & TABLE ram DesA Ds R/W SENSUS SEALED REGISTER METER (CUBIC FEET), TO BE SUPPUED BY DEVELOPER ANGLE CHECK VALVE METER FLANGE x F.I.P. [MUELLER H -14244 IW/ MUELLER 15428 MALE ADAPTER SAND [ t DATE APPROVED GALVANI2ED(Ot ASPHALT COATED STEEL). THREADED RODS AND PIPE CAMPS VERTICAL BLOCKING FOR 1114; 22SY 30; 45, AND 90 BENDS • I STD. DETAIL =DUCT OPROVED ATE APPROMD FINISH GRADE PRIVATE SERVICE PIPE STD, DETAIL No. 2 King County Water District No. 125 No. King County Water District No. 125 PROVIDE THRUST BLOC( CONC. BLOCKING DIN. 10C110 UNDISTURBED • SOL NOTES FIRE HYDRANT BONNET AND PORTS COLOR CODE : -- STORK Red for up to 500 gpm Or - for 500 to 1,000 gpm zeR for more than 1,000 gpm Rustoleum #1210, Farwest #5 - 6270, or equivalent Rustoleum 4559, .Farwest 5261, or equivalent Rustoleum 0935, Farwest 4255, or equivalent FIRE HYDRANT TO BE PAINTED WITH TYN COA, OF ' RUSTOIEUM` /859 YELOW GLOSS HYDRANTS D TO EQUAL MUEIIFR -4 OR MUELLER dA -419 BONNET AND PORTS PANTED PER #A CO LOR CODE. HYDRANTS SHALL CONFORM TO AW.W.A. SPECIFICATIONS C 502 -54: SHALL BE COMPRESSION TYPE AND SHALL HAVE A TAI) PIECE BREAKING RANGE,. BREAKING THIMBLE -AT THE GROUND UNE OR STEM: SHALL HAVE A SELF -OK1NG DRY BONNET WITH FACTORY RUED RESERVOIR HOLDING APPROXIMATELY 8 CUN.C:S OF OIL OR. RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE NIDRANT. IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. SIDEWALK PER ST UKVAU / 41M16- BBtlffFY AND TRH Pemba... Associates QamBIUSB UNgBB a w, IDs Planning y` " >s NOTES: C.JV a 1 ••>fl+m FIRE HYDRANT ASSEMBLY DETAIL ROT DAVE PLOT SCALE 1. ASSEMBLY TO BE PRE - RESTED BEFORE DRIWNG. 2, 3' x 3' x ASPHALT PAD REQUIRED IF VALVE BOX IS SET IN UNPAVED SURFACE Pa9LaBeBm Assodetax Otlag Seem. kw. war DATE sap..... OAO/PD Plessedas 1 .0 00 7 as PLOT suM CODA... NTS 9RAw ▪ I Pa MEOWS I 0,005 wE NINE V00.142VCADS0162DTS TAPPING TEE AND VALVE DETAIL rocs � I°E soA Pa. Ow/sos VDSVS182VCAO\SWOP) I STD. DETAIL No. 3 DamCT APPSD.ED DATE APRawm King County Water District No. 125 I STD. DETAE. No. 9 061SCI APPOITTD Aar County wTE ow1ODID Water District No- 125 /2 YD. PEA GRABS WARNED ROOK (3/8 OR TO ) SEE VALVE BOX 6' DM_ DUCTILE IRON PIPE 7-013 CURB k GUTTER FINISHED PAVEMENT. L 2 -3/4 ASPHALT COATED RODS SHACKLE FLANGE JOINT RESUENT VERGE GATE VALVE SEE BLOCKING DETAIL CAST IRON TEE (CEMEN UM - AW % T M %Fl_ UNDISTURBED SOIL A HYDRANTS SHALL BE EQUIPPED NM TWO 2 1/2 N.S.T. HOSE PORTS ANDTINE 5'- S IwCIL PUMPER DISCHARGE PORT. AND - SHALL HAVE A 1 1/4 PENTAGON OPEN -UFT OPERATING NUT. HYDRANTS SHALL HAVE A 6 M.J. BOTTOM CONNECTION AND 5 1/4' MAIN VALW OPENING, AND SHALL HAVE..IB ABOVE GRADE LEVEL. TO THE CENTER OF THE PUMPER DISCHARGE PORT. B. WHERE NO CURB Nk OTTER 5 BNSTMIID. FIRE HYDRANT SHALL BE LOCATED ON RELATION TO SIVO;t' CENTER LINE) CLOSE TO PROPERTY UNE G HYDRANT INSTALLATIONS TO BE PER THIS STANDARD PLAN AND REQUIREMENTS OF T/MNRA MUNICIPAL COOS 14.24 AND Orr ORDNANCE • 41L NST dTFS OF SFATAC AND 70WLA 444 SST KING COUNTY ro RECEIVED CITY OF TUKWI ILL 4 2 0 u. 4 0 cc LU I 0 O L CO ft Q 0 w w It I i'- 0 0) co Z 0 Z CO 3 w I O In i- '' C) • i _V I,L C LU NC 2 0 CO 0 0 cc 8 CO 0 N `o r 2 BRONZE BEEHIVE STRAINER. 2 RETURN :END 2' GALV PIPE, FIELD LOCATE.' 2' 1 - 2" 90 BEND GAm g 4 1/2 FT. 1 1/T" WASHED ROCIC SVMP TAP I/4" DRAIN HOLE (-UNION NIPPLE FOCTITE NO. 2 W/2 DO METER BOX w/2 B secnoNs 2' GATE VALVE, CAST RCN BODY, SCREWED, NON - RISING STEM, 2" :AUARE OPERATING NUT. 2 PIPE (SEE NOTE) LENGTH AS REQUIRED opate3 2" I.P. x 2' C.C. CORPORATION STOP 2 - 2 BRASS STREET ELBOWS 2" I.P. TAP SERVICE SADDLE, PIPE DIAL x DOUBLE STRAP ON WATERMAM VARIABLE AIR AND VACUUM VALVE, APCO MODEL 1430 -1'. APCO MODEL 1450 -2'. Pen_allegon Associates ConeulUng Engineer, lea. sesaseerics Ptemalt. a en • wing AIR AND VACUUM VALVE ASSEMBLY PLOT DAD: 2/,2/96 R.Ot SORE IDESIG Pa I OREM WOOS DEED,5162 smDn2 STD. atD DATE APPROVED DETAIL No. 12 King County Water District No. 125 CAST IRON PIECE C VALVE BO 2 X. OLYMPI FOUNDRY OR EQUAL NOTE ALL PIPE AND FITTINGS FROM THE MAIN TO THE AN & VACUUM VALVE SHALL BE BRASS WITH I.P. THREADS OR REDO COPPER WI COMPRESSION FITTINGS. • PAINT RISER NTH SAFETY BLUE ENAMEL g257 AS MANUFACTURED BY FARWEST PAINT MFG. CO. OR TAHOE BLUE MARATHON }1065 BY PARKER PANT CO.. AR AND VACUUM VALVE ASSEMBLY MUST BE INSTALLED AT HIGHEST POINT IN UNE." IF HIGH POINT FALLS IN LOCATION WHERE ASSEMBLY CONNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH Of UNE TO CREATE HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. STENCI VA LOCATION AND DISTANCE NEATLY ONTO RISER W 2 NUMERALS USING WHITE ENAMEL PLANT. 3' X3'X2• AC PAVING FOC'I)E 8 -:0 TRAFFIC METER BOX B 1 =I 2 12' NIPPLE 45' BEND 2 90 ELBOW W/ W BEEP HOLE 4 CU. FT. - 1 1/2" WASHED ROCK 1=111-1 I I —111 =1II 30" MIN. COVER 2" I.P. TAP SERVICE SADDLE. PIPE DIA x DOUBLE STRAP ON WATERMAIN. PROVIDE NOTES: - - THRUST BLOC( AT UNE TERMINATION. ALL PIPE AND FITTINGS FROM THE MAIN TO THE GATE VALVE SHALL BE BRA. YATH I.P. THREADS. INSTALL VALVE MARKER PER DISTRICT STANDARD DETAD. 2 1/2 NST HOSE NOZZLE !NTH CAP AND CHAIN (GRID. l/4• DIA HOLE IN CAP) BACKFILL, SEE SPEIFICATONS CAST IRON 2 PIECE VALVE BOX. OLYMPIC FOUNDRY OR EQUAL 2 NIPPLE (LENGTH AS REQUIRED) 2' CTS O.D. (LENGTH AS REQUIRED) A' X AC PAVING 2• MUELLER ER GATE VALVE. CA. RISING S SQ - OPERATING NUT. VARIABLE • PAINT RISER WITH SAFETY BLUE ENAMEL 1 257 AS MANUFACTURED BY FARWEST PANT MFG CO. OR TAHOE BLUE MARATHON (IONS BY. PARKER PAINT CO. HEP PennaBogoa Associates Consulting Engineers, len sesteas Planning wurveying odes STENCIL VALVE LOCATION AND DISTANCE NEATLY ONTO METER BOX LW W/ 2" NUMERALS USING WHILE ENAMEL PAINT. %Ai0TE 2/n/96 PLAT DORE NTS 2" BLOW -OFF ASSEMBLY DOC \PDS\BRED\C D\5L62nT,5 anORD MUELLER 2 I.P. r COMPRESSION CONNECTION CORPORATION STOP. MIRK, AwROrn DATE <PERO.u. STD. DETAIL No. 13 King Count Water District No. 125 1�11C CLASS 'B" ASPHALT 1.5 x EXISTING TO 12' 6' MIN. 1 Associates Consulting EDglneaa, Ina Ptor 5As 2n2/:s PLOfSCML weghwerlog Ptanaing ConnallioR ASPHALT PATCH AND WATER TRENCH DETAIL DRAM AA .I esDR Vv5A9516 DeR RDS DETAIL No. 16 King County Water District No. 125 STD. PREFECT APPRO. DAD: APPROVED - DETAIL 11 - VAL VUE SEWER.CIISTRICT 8"--OR B" C LEANOUT N.T.S. SAW CUT & SEAL EDO W/ TWO COATS OF TAR SAW CUT le SEAL \ EDGES W/ TWO ( COATS OF TAR - 45" COMPACTED CRUSHED ROCK 95% COMPACTION TRENCH WALL NOTE: ANY DISTURBED ASPHALT EDGES WILL REQUIRE 1.5' MIN. WIDTH PATCH AND A C BASE OF 41F COMPACTED CRUSHED ROCK. NOTE: PATCHING IN THE OTY - OF KW[LA TO BE 1.5 TIMES THICKNESS OF EXISTING PAVEMENT UP TO A MAXIMUM 12. DEPTH PIT RUN GRAVEL PLACED IN 1' LIFTS AND COMPACTED TO - 955 DENSITY WHERE REO'D AND /OR AS DIRECTED BY THE ENGINEER OR THE MY OF TUKWILA /SEATAC/ONG COUNTY LAMPHOLE COVER & FRAME TO DE PROVIDED FOR CLEANOUTS IN RIGHT -OF -WAY AND DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY TO BE 6" BELOW SURFACE W /5/ FERROUS SCRAP ATTACHED. WYE FINISH GRADE MELD' SEE PLAN 12: PIPE SECTION LIMIT OF PAY ITEM FOR PIPE SEWER MAIN PER PLAN LIMIT OF PAY ITEM FOR CLEANOIIT 2' - 6" LAMPHOLE COVER & FRAME O.F. CO. SERIES IV, NO.N - 1025 'WITH 2 BRONZE BOLTS FIBER JOINT PACKING 2 - 6" SQUARE CONC. PAD 45 BEND -SIZE PER PLAN BEDDING MATERIAL INSTALL WATERTIGHT PLUG 15 ". 15" LAMP BOLE COVER FRAME 0 S 0 to SA 1 4 J J O 0 z w CO z O N W qp N LO CO J UJ O � o 0 co U1 v U1 LI. O Z O 1 ce J I U 41 4 U i CONTRACTOR TO TAP MAIN AND INSTALL 1 -1/2" COPPER WATER SERVICE AND 1 -1/2" METER FOR DOMESTIC WATER SERVICE PER DETAIL 2/C8. _ CONTRACTOR TO TAP MAIN AND -- "° T IR - GA ON PER DE; 4 A CTC / FOR RRIGATION PIL 1/09 ALSO, INSTALL BACKFLOW PREVENT- ION DEVICE. SEE IRRIGATION PLANS.. MAINTAIN EXISTING 6 CAST IRON WATERLINE IN SERVICE DURING CONSTRUCTION; ABANDON UPON COMPLETION. - MAINTAIN 4 CLEAR FROM EXISTING SAN SEWER CONNECT 22 LF ' DJ. � CB -A = 322.01 2 CMP N = 318.73 N O , U.R SEE DETAIL "A" BELOW 19 LF 10" 0.1 SSMH / (.0 R1FT=31 .35 IT 8" CNC W..304.07 IE 8" CNC E= 304.03 IE 6" CNC SW= 304.20 :( 0A\ \ SSMH 0117=31 5 45 IF 6" CNC S= 309.95 IE 8' CNC E= 300.75 ,I= 311.35 it 0" CNC W= 304.07 IE 8" CNC E= 304.03 IE 6" CNC SW =30420 SCALE: 1 " =20' DeirkoiLb 10 20 40 7 \ 4 '7 SSS1\ B- RIO = 31 2 2 II 10" CONC = 309 .42 8" CC�:C VJ = 312_ 2 RIM = 316.98 12" COP S 3 10 COP N = 313.70 \ 18 CMP N - 313.53 315.20 IE =18" SNIPS 312.95 IE CAP E 313.30 (2'41.2') 10" D.I. ix Q_r JM C =317.87 12" CONC 5 = 314,97 18" CONC E = 314.40 5'± 49 REMOVE 10 "x6" REDUCER, 6" GATE VALVE AND TEE AND CONNECT TO EXISTING 10 GATE VALVE W/1 -10" 45' BEND,(FLxMJ). PROVIDE CONC. BLOCKING DETAIL "A" NOT TO SCALE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 CAUTION: UTILITY CROSSINGS RECONNECT EXISTING SERVICE TO NEW 10" D.I. (SAME SIZE) N 6p5Ir I� Iw ROAD RESTORATION PER STD, DETAIL 15 /C9 REMOVE VALVE BOXES 6" C.I. (TO BE ABANDONED) INSTALL: 1- 10" 45' BEND (MJxMJ) CONC. BLOCKING OFFSITE WATERLINE EXTENSION ow I n i I 140 IF 10 ,M I, EX FOG UNE LOCATED IN A POR11ON OF SEC. 22, TWP. 23N., AGE. 4E, W.M. INSTALL: i -10 "x10 "x6" °-TEE (M1- x - MJ - x - FL) - 1 -6" GATE VALVE (FL x MJ) 14 LF 6" D.I. EXTENSION 1 -5 1/4" MVO HYD. ASSY. PER STD. DETAIL 3/C8 11 11 \ EX CB -E RIM = 320.41 II 12' CONC S = 318.11 12" CONC N =' 318.11 8" CONC ',4 = 318.56 CONC. BLOCKING_ l T .-_- _.. "... ._ ._. ... -. " GUARD POSTS PER STD. DETAIL 4/C8 PACIFIC HIGHWAY SOUTH EX CB -D RIM = 321.79 12" CONC N = 319.69 12" CONC S = 319.74 5 H G 10 :SHALL 5e R,esk 4M, I TT eD Tt PUBLIC (A) o s Fo?- APPRDvAL of - THE W14-rhe. RAIN E NS NEW 10" D.I. DETAIL "B" NOT TO SCALE EX CO-B RIM _ 322.32 zee I POSSIBLE DRY WEL3 / II J / II EX CB -C RIM = 323.14 12" CONC N = 320.74 12" CONC S = 320.79 6" CONC W = 321.84 NOTE: HIGH PRESSURE GAS AND FIBER OPTIC TELEPHONE CABLE EXIST IN SOUTH 146TH ST.. CONTACT LOCATING. INC. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, (206) 762 -7591. TO 4 EXISTING 6" C.I. EX. 6" C.I. CONNECT TO EXISTING 6 C.I. WITH: 1- 10" GATE VALVE (MJxMJ) 1- 10 "x6" REDUCER (P.E.xFL) 1- 6 45' BEND FLxMJ) 1- 6" 45' BEND (MJxMJ) 1- 6" SPOOL P(01� SEE DETAIL "B" BELOW LEGEND: EXISTING EASEMENT EXISTING OVERHEAD POWER PROPOSED SEWER LINE EXISTING SEWER LINE EXISTING BUILDINC PROPOSED WATER LINE EXISTING STORM DRAIN EXISTING WATER MAIN EXISTING GAS MAIN EXISTING SPOT ELEVATION ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH CUT W /PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT EXISTING RIGID BASE 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY. EXISTING OIL MAT 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY. VICINITY MAP ASPHALT CONCRETE OR BITUMINOUS PLANT MIX REPLACEMENT PATCH 150% OF EXISTING DEPTH SD W G SAWCUT EXISTING CONCRETE PAVEMENT CONCRETE 150% OF EXISTING DEPTH TYPICAL PATCH FOR RIGID PAVEMENT EXISTING ASPHALT PAVEMENT SAWCUT 5/8 MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE,CS'iY ILA TYPICAL PATCH FOR FLEXIBLE PAVEMEW Ei 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. I EXPIRES 01 -07 -99 5/8" MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY. 3. CONTROLLED DENSITY FILL IN PLACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED B6F T U I � E ENGINEER. PAVEMENT PATCHING 5 97 PERMIT CENTER NOT TO SCALE z 0 z w w cc w w I- co U.. O > 6 O w _9 co on J 0) Q Q z 0 O co I" z < z I co w C Q z U N J CC F_ J z 0) O S. TREES: QUERCUS RUBRA / RED OAK . SHRUBS: ABELIA x 'EDWARD GOUCHER' / PINK ABELIA JUNIPERUS CHIN. 'PFITZERANA AUREk / GOLDEN PFITZER JUNIPER THUJA OCCIDENTAUS 'EMERALD GREEN' / ARBORVITAE PRUNUS LAUROCEPASUS 'OTTO LUYKEN' / OTTO LUYKEN LAUREL GROUND COVER: HEDERA HELIX 'BALTICA' / BALTIC IVY ERICA x DARLEYENSIS 'FURZEr / HEATH 2" CAL 18" - 24'' 15" - 18" 3' 18" -24" B & B CONTAINER CONTAINER B & B B & B ,. POT 1G 4.” AS SHOWN 4' -5' 4' -5' 30" S.C. 3' 12 4 %." . 8 3 4 56 10 COVER 16 COVER STAKE ABS GUY ONE GROWING SEASON, MAX.; NURSERY GROWN FOR STREET TREE USE, 6-FOOT STAN( HOLD 3 FROM BORDERS HOLD 4' FROM BORDERS HOLD 3' FROM BORDERS 1;1(a cr f FROM BORDERS AND n SPECIES HOLD 2' FROM BORDERS AND OTHER SPECIES SAME \\ ,, \ , , ttc% i; \ RS , 1 I . • •,. w 'I, - - -- w -- - - -... .'",. - \ . - \ 316 i \ I I I I I 1 I I I LANDSCAPE PLANTING PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., ROE. 4E., W.M. CONC. CURB AT PROPERTY UNE X PACIFIC HIGHWAY SOUTH H .MRU� MMEMORY CERTIFICATE NO. 504 (VALID ONLY WITH SICNAThRE) - = — — - - - = = = = = = = = = SCALE. 1=20' MXIIMM‘,„ DLAR PLANT LIST 10 20 40 (ON) SIZE CONDITION SPACING QUANTITY REMARKS AND / STATEOFV - WASH NGTON REGISTERED CAPE ARCHITECT 4 B) LANDSCAPE PLANTING PLAN CHEVRON - TUKWILA Planting Notes and Materials REVISED 4,/97 SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN -UP, DEBRIS REMOVAL, AND 9U -DAY MAINTENANCE. QUALIFICATIONS LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM IS TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE- ESTABLISHING FINISHED GRADE AND RE- MULCHING TO SPECIFIED DEPTH. GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS PLANT MATERIALS PLANT MATERIALS SHALL BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1- 1986). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONY." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CA" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SEE OR CALIPER IS THE MWPAUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET "IZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CALIFORNIA /OREGON BORDER). C) SUBSTITUTION NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOL PREPARATION MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. A) TOPSOIL AS A MINIMUM SUPPLY TOPSOIL CONSISTING OF LOAM SOIL WITH 5 TO 10 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS IN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF -SITE SOURCES. B) NATIVE SURFACE SOIL MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND ROTOTILL AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENT I ORGANIC COMPOST PROVIDE THREE - INCHES (TWO- INCHES COMPACTED DEPTH) OF COMPOST PER 6 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE /COMPOST BLEND, AND /OR AGED FIR BARK MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL BE FROM NON -FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD /CEDAR PRODUCTS. 2 FERTILIZER COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER SHALL BE "AGRO- DELUXE NURSERY" 10 -15 -20 AT 50 POUNDS PER 1,000 SQUARE FEET OR 10 YARDS OF ORGANIC COMPOST; OR "LILLY- MILLER -PRO ORNAMENTAL" 14 -18 -12 AT 50 POUNDS PER 1,500 SQUARE FEET OR 15 YARDS OF ORGANIC COMPOST; OR, "GRACE SIERRA HIGH N" 24 -4 -6 AT 50 POUNDS PER 2,000 SQUARE FEET OR 15 YARDS OF ORGANIC COMPOST. D) PLANTING BACKFILL ON -SITE TOPSOIL (EXCAVATED PIT SPOILS) AS FIELD PREPARED FOR PLANTING /TURF. E) TOPSOL PREPARATION AS A MINIMUM, ALL LANDSCAPE AREAS SHALL HAVE 12 INCHES OF TOPSOIL PER A) AND /OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED AND SHOWN ON THE PLANS. SOIL AND AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6- INCHES. TOPSOIL SHALL BE WORKED INTO SUB- BASE /SUBSOIL AS DETAILED. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE TO A MINIMUM OF 18 INCHES BELOW TOP OF SUBGRADE TO REDUCE STRUCTURAL COMPACTION. BARK MULCH ONE - HALF -INCH (1/2 ") SIZE, TO ONE -INCH (1 "), I.E., "MEDIUM," HEMLOCK FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3 ") TO FOUR INCHES (4" DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES 1 -i /2 -INCH DIAMETER, NET, BY 8 -FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. AE BBWCIQE HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. A.-DESICCANT "WILT - PROOF," 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION FINISHED GRADES FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2 ") DIAMETER FROM TOP THREE INCHES (3 ") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON TFIE PLAN AND DETAILED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS, TREES ARRANGE TREES ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL. TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT LIST. BACKFiLL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS INSTALL SHRUBS AS SPECIFIED FOR TREES. CCEIOUNDCOVHS EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3 ") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. UTILITY CLEARANCES FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES /SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING AND NN ATTON MAINTENANCE CONTRACTOR SHALL MAINTAIN PLANTINGS AND IRRIGATION THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE- ESTABLISHING SETTLED. GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE iS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SNOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PRO. LR GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANT, /GUARANTEES. �G� 013 HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT BED LINE EDGE CURB /WALK FINISHED GRADE AT 4:1 SLOPE MAX); 2% SLOPE (TY MIN.) CURB PER CIVIL DRAWINGS (WALK SIMILAR) Spacing Detail SCALE: NONE 1" MAX. SCALE: NONE LIST \Q TURF CONDITION Planter Section SIDEWALK MULCH CONDITION (CURB SIMILAR) SPACING AS CALLED OUT ON PLAN /PLANT LIST HOLD. PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 2" COMPACTED DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. WITH COMPACT D MULCH) 3 " -4" I NOTE: SEE PLANT LIST FOR PLANT SPACING PREP.ARED� PLANTING BED REMOVE CONTAINER & SCORE ROOTBALL, SPREAD OUT CIRCLING ROOTS BACKFILL TO BE SETTLED USING WATER ONLY LESS THAN 1 GAL ( PLANTED AFTER ER MULCH ) Groundcover Planting Detail SCALE: NONE II _. BARK MULCH LI I i I 2" MINIMUM COMPACTED DEPTH Mulch at Curb SCALE: NONE COARSE TRANSITION FROM TOPSOIL TO AMENDED SUBBASE REMOVE EXCESS GRAVEL AND PAVING BERM HEIGHT VARIES AS NOTED ON PLAN SOIL LINE: 3" IN-- MULCH, FLUSH IN TURF PAVING SECTION PE CIVIL DRAWINGS Grading in Parking Lot Planters (Topsoil Prep.) SUBGRADE SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH ) 1" MAX. TOP OF CURB TO TOP OF MULCH CURB PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: o STAKING ON "AS NEEDED BASIS" PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION (2) PIPE AT STREETS) WITH ELASTIC C 2 A I D CHAIN-LOCK TYP E SC H 40 GALV. E E OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING; PROVIDE 3'0 "NO GRASS" TREE RING & 3" DEEP MULCH IN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8' TO 10" FINISHED GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18' OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA. PEEL BACK BURLAP; REMOVE TIES, CONTAINERS & WIRE BASKETS; SCORE ROOTBALL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE ( +) 12" Deciduous Tree Detail (B and 13, Less Than 3" Dia.) SCALE: NONE .PREPARED PLANTING BED TOPSOIL SETTLED (COMPACTED CONDITION) AMENDED SUBSOIL, COARSE (SCARIFIED) TRANSITION TO SUBSOIL FROM TOPSOIL 1 1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING CONCRETE CURB; TYPE PER CIVIL DRAWINGS DR OF 11") ;1 11: t. =D ( 15 12 $1 0 \11 STATE OF U WASH NGTON REGISTERED ARCHITECT =AVM McCRORY CERTILICATE NO. 504 (VALID ONLY WITH SIGNATU RECEIVED CITY OF TUKVVIL.q SEP ) 4 1997 PERMIT CENTER 00 Q F- LU CD di 0 0) 0) LLl J :2: z I- z 0 S a L EX END CONCRETE MONUMENT IN CASE PER F:OS 1 1 ':26.09' RIM = 316.22 10' CONIC N = 309.42 10 CONC S = 311.62 CONE W = 312.12 EXISTING BUILDING eCAN FENCE / s EX %B -1 RIM - 316.98 12" COP S = 314.68 \ 18" CMP N= 313.78 5 10' CMP W = 313.53 4 7 EX FOG LINE EX SINGLE WHITE STRIPE EX DOUBLE YELLOW STRIPE 1 (MON TO MON)(ROS) EX DOUBLE YELLOW STRIPE 0051001_17, 5111190 FOG ONE ER E F A = 317.87 12 CONE S = 314.97 18" C01.1r c = 31440 Dor 0 1 -1 yY � NON LANDSCAPE IRRIGATION PLAN LOCATED IN A PORTION OF SEC. 22, TWP. 23N., RGE. 4E., W.M. 17. KEN) (R Igpc, PACIFIC HIGHWAY SOUTH II \ I I M = 320 41 12 CONE S = 318.11 12" CONC Id = 313.11 8" CONC W= 318.56 N 20'07'27' E 8490.65' A O . EX -D RIM = 321.79 12 CONC N = 319.69 12" CONC 5 = 319.74 y =X CHAIN LINK FENCE CB - 8 R = 022.32 POSSIBLE DR. WELL EX SINGLE WHITE STRIPE EX DOUBLE YELLOW STRIPE EX DOUBLE YELLOW STRIPE EX SINGLE WHITE STRIPE EX FOG UNE �l 9 I 323.14 I! N = 320.74 CONE 0 = 320.79 6" CONC 0 = 321.84 EX S. EX FOG UNE P MINI RAINBIRD UK 1 III RAAIIN ELECTRBY ONIC GLEN EHILTONCPRODUCTS VALVE (IN MIN. 10" DIA. GRADE LEVEL BOX) RAINBIRD ESP -'} ' CONTROLLER (HARDWIRE CONNECTION); PROVIDE GROUND AND BATTERIES PER MFR. SPECS. WILKINS 850 - r BALL VALVE 70,6 CARSON INDUSTRIES #1730 (TWO AT P.O.C.) GRADE LEVEL VAULT WITH BOLT LOCK LID QW O RAINBIRD 3/4" QUICK COUPLING VALVE AND 33K KEYS (QCV); COMBINE WITH OTHER VALVES IN SQ. BOX OR 10" DIA. BOX WILKINS 550 B - 1" DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY LICENSED BACKFLOW TESTER. aau aau MP) EX CB -A RIM = 322.01 12' CMP N = 318.73 EX HYDRANT] SCALE: 1=20' 1 20 40 0 IRRIGATION LEGEND /SCHEDULE SYMBOL DESCRIPTION " PLASTIC BALL VALVE (MATCH UNE SIZE) IN G' CAPPED SLEEVE -• - -- MAINLINE - CLASS 200 PVC (18" COVER); SIZE PER PLAN LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN - SLEEVE - CLASS 160 (SDR -26) PVC; 24" MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN VALVE STATION NUMBER VALVE GPM VALVE SIZE SPRINKLER HEADS: RAINBIRD 1804/1806 POP -UP FOR SPRAY HEADS; ONLY 1804 IN TURF; RISER (R) AS NOTED ON PLAN; PLASTIC NOZZLES TYPICAL. PROVIDE PCS (PRES. COMPENSATING SCREENS) FOR SPRAY PATTERN ADJUSTMENT ONLY. NOZZLE PSI GPM PRECIP. RADIUS o RAINBIRD 12 F, TO, TT, H, T, Q SERIES 30 2.6, 1.95, 1.74, 1.3, 0.9, 0.7 1.74 12' o RAINBIRD 10 F, H, T, 0, -LA SERIES 30 1.6, O.8, 0.5, 0.4 1.5 10' 5. RAINBIRD 15 F, TQ, TT, H, T, Q SERIES 30 3.7, 2.8, 2.5, 1.8, 1.2, 0.9 1.8 15' o _ RAINBIRD 15 SST, CST, EST 30 1.2, 1.2, 0.6 1.9 SCALED EX STREET -\ LIGHT "-EA WATER \ 00 SSMH -A VALVES RIM = 024.12 10" CONE II = 317.81 10" CONC S = 317.91 8" CONC W = 319.02 -F. CONCRETE MONUMENT IN CASE PER R0S I1' .. (i 1 79 a t z H. BRUCE McCRORY CERTIFICATE NO. 504 (VAUD ONLY WT-I SIGNATU. ) ECEIVE CITY R OF TUX SciP i 1 PERMIT CENT STATE OF WASH NGTON REGISTERED PE ARCHITECT Irrigation Notes REVISED 4/97 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK -UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION /SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PRO✓IDE STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUB -OJT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF- CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER /LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR XX GPM AT XX PSI. STATIC PRESSURE BY WATER DEPARTMENT TEST /CALCULATION XX PSI. 3. ALL WORK PER LOCAL CODE. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK LIDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TC BE BACKFILLED OVER PIPE. 6. HEAD AND LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSITIONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS- BUILT' DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 8. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND /OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP -UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND /OR ALTERNATE NOZZLES. IN- NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBLISHED DATA. 11. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576 -78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINLINE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 14. PROVIDE MANUAL SHUT -OFF VALVE TO LINES ENTERING RIGHT -OF -WAY WHEN ZONED IN COMMON WITH PRIVATE LINES. MINIMUM OF 24 INCHES INSIDE PROPERTY LINE IN 6 -INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE TESTING SHALL BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, ALT OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION /SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE /PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDULING: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED TO BE MADE VIA BUDGET ADJUSTMENT. RE- ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30 %. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL -ETo ("FIELD RECHARGE ") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER SCHEDULING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERIAL /EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS TESTED THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. Pcri4A43 SCH 80 — PVC UNION DOUBLE CHECK -� VALVE PER DETAIL SCH 80 PVC UNION NOT TO SCALE DOUBLE CARSON 7 GRADE LEVEL VALVE BOXES ® THE BACKFLOW DEVICE SHALL HAVE 6 " MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL TRENCH NOT TO SCALE FINISH GRADE QUICK COUPLING VALVE (BLOWOUT) METER PER — CITY STANDARDS METER STOP NOT TO SCALE PVC Tn 0_ SCH 80 P.V.C. NIPPLE Iiiiiihis QUICK COUPLING VALVE TOPSOIL (FINISH GRADE) PAVING SECTION PER CIVIL PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) PVC LATERAL SLEEVE(S) ALT. WIRE SLEEVE PVC MAINLINE VALVE WIRING PIPE BED MATERIAL TO BE CLEAN Sc FREE OF ROCK LARGER THAN 1/2" SLEEVE /TRENCHING DETAIL WILKINS 600 PRES. REDUCING VALVE AS NECESSARY T X S COUPLING: >- CONTR. TO PROVIDE THREADED FTC. AND CAP ON DISCHARGE SIDE OF METER. PER CITY STDS> PLASTIC VALVE BOX (10' DIA.) QUICK COUPLING VALVE BUMP SCH 80 PVC ELL SCH 80 PVC ELL SCH 40 PVC SXSXT TEE SLEEVE * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR -26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B' OR BETTER (MAX. OF 10% PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D- 1557 -70 (MODIFIED PROCTOR) CHECK VALVE ASSEMBLY NOT TO SCALE FINISH GRADE `'CA 80 NIPPLE SCH 80 SXT 90' ELBOW SCH 80 NIPPLE 0 p 4" POP AT TURF SPRINKLER FLUSH AT LAWN Sc FLUSH WITH MULCH LINE SPRINKLER SCH 80 PVC NIPPLE LATERAL NOTES: NOT TO SCALE 6/12" POP AT SHRUBS o O�o�O O O 0 0 0O0 0 00 o0 00C PVC MAINLINE MAIN LINE FITTING SCH 40 SLIP TEE REMOTE CONTROL VALVE NOT TO SCALE — III -III I -III L DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK LID. PVC MAINLINE PER PLAN SCH 80 NIPPLE &. FEMALE ADAPTER SCH 80 NIPPLE (TYP.) BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT GRAVEL SUMP -7/8" WASHED GRAVEL NOTE: INSPECTION OF COMPLETED ASSEMBLY BY CERTIFIED TESTER REQUIRED. 0 MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. POP -UP RISER ASSEMBLY DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESIL'ANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. UNION AT EACH SIDE OF VALVE SCH 80 PVC WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE 0 BOX WITH COVER (10' DIA.x12" MIN.) REMOTE CONTROL VALVE; BODY CLEAR OF SUMP PVC LATERAL 0 TO SPRINKLERS 1— z w PVC SCH 80 NIPPLE I" AND FEMALE ADAPTOR 1 C.F. 7/8" GRAVEL SUMP z J - PROVIDE EXTRA COILS (18 ") OF EACH WIRE IN VALVE BOX - TAPE WIRE TOGETHER EVERY 20 FT. -MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE - COMPACT SOIL AROUND VALVE BOX - USE TEFLON OR PLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. _III_ FINISH GRADE 6" CLR. OF OBSTRUCTION ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (TYP) MULCH CONDITION SCH 80 90' ELBOW SCH 40 PVC TEE SxSxT IA SCH 80 C C T 15 2:.7 90' ELBOW ECEIVED CITY R CF TUKWILA SET I, 4 1997 PERMR CENTER STATE OF WASH NGTON REGISTERED LANDSCAPE ARCHITECT H. BRUCE TRORY CERTI NT NO. NAT (VALID ONLY PATH SIGNATU E) CO J i u EL Q O • w CO H O 0 z z z cc E z C z P L ❑7 ELECTRICAL EQUIPMENT SEE ELECTRICAL DRAWINGS WALK-IN COOLER 60 HIGH 20 L.F. SHELVII G SALES AREA CO2 ANKS W/ CHAIN T RESTRAIN ' 15 FLOOR SINK TIP ) OVERHEAD CIGARETTE MECHANDISER WATT& HEATER OVER MOP INK CASHIER EMPLOYEE RESTROOM 0" HIGH 24 L.F. SHELVING WALK -IN FREEZER 9 SODA SNAPPLE ] SHELVES ] :liE!.VES 10 JUICE k W HELV ] SHELVES pciioI MERCHANDISING / EQUIPMENT PLAN 1/4" = 1' -0" L P P LINE OF ACM FASCIA ABOVE A GREASE 'TERCEPTOR SEE PLUMBNING DWGS EXPIRES 01 -07 -99 0 CITY CF TU"/IL1 AP ?RO!;1 =D KENT. WASHINGTON 98032 (zss zs1 -szzz BCE* 5781 PUNNING MD DeDUV srD:wnis 18215 72ND AVENUE SOUni 11 12 3 14 15 1s 17 18 19 21 26 27 29 31 36 37 39 41 ITEM N0. El B❑ EQUIPMENT SCHEDULE (FURNISHED BY OWNER) COFFEE BREWER LIGHTED PASTRY DISPLAY MICROWAVE OVEN COFFEE GRINDER CUPS, LIDS & ACCESSORIES UNIT WATER FILTER SYSTEM SEE 4/P01 ICE MAKER -800 LB. W /REMOTE CONDENSER PAPER TOWEL DISPENSER BABY CHANGING TABLES DIAPER DECK BASKET MERCHANDISERS OVERHEAD CIGARETTE MERCHANDISER TIME DELAY SAFE SLATWALL MERCHANDISER EPOS BAG —IN —BOX RACK W/ SEISMIC BRACING TO ALLOW FOR CO2 TANK REPLACEMENT 12 —HEAD POST —MIX W /ICE DISPENSER YOGURT MACHINE YOGURT TOPPINGS CONTAINER UNIT FREE — STANDING GONDOLA — 36" FREE — STANDING GONDOLA — 4W' GONDOLA END UNITS /VENDOR DISPLAY 36" OIL MERCHANDISER RACK COOLER /FREEZER MERCHANDISER DOORS 30" X 72 ", W/ LOCKS RESTROOM DIAPER WASTE CONTAINER DIAPER DUMPER SUB PREP TABLE BURRITO PREP TABLE PROOFER /BAKER TRANSFER CART TORTILLA STEAMER MICROWAVE OVEN 2" MEAT SLICER COOK N HOLD STEAMER TABLE WORK TABLE CONVECTION OVEN THERMO SEALER DESCRIPTION SUB SHOP MENUBOARD BREAKFAST MENUBOARD BURRITO BURRITO MENUBOARD CONDIMENT TRAYS SNEEZE GUARD SNEEZE GUARD WALL HUNG SHELF HAND WASH SINK VEGGIE SINK DESCRIPTION 3 — COMPARTMENT SINK Qt�1i la Chevron RECEIVED CITY OF TUKWLLA Marketing SFt V , ,997 Revisions MISCELLANEOUS CLARIFICATIONS City Requirements SUGGESTED MANUFACTURER GEMINI FEDERAL AMANA CURTIS AMERIFURE MANITOWOC SCOTT P.APEF AMERICAN] INFANT CARE CORP. PHILLIP— MORRIS TIDEL DRESSER —WAYNE MODEL # 312 LCT -2 RFS -8B DHG MEN & WOMEN RESTROOMS HODGES 8 FOOT TACC Ila PLUS 3 BIB 4C rCnMlr CENTEn 1 6/1 1 8/20/97 WOOD FRAME QTY 3 SINK SCHEDULE (FURNISHED & INSTALLED BY GENERAL CONTRACTOR) QTY 4 SITE —BUILT MARKE IL for: Emerald City Construction Pacific Hwy. S. near S. 146th St Tukwila, Washington SCALE: 1/4 " =1' -0" DR. RES CH. REK APP. DBG EQUIPMENT PLAN SERVEND MD -302 TAYLOR 162 TOPPO 704CN 14 ARDCO ENERTECH AMERICAN INFANT MEN & WOMEN CARE CORP. RESTROOMS TRUE #TSSU- 48 -18M TRUE /{TSSU- 27 -12M NU VUE XOP -3/9 NU WOE 55 -2 FRESH— O —MATIC LITTON SNAK -700 GLOBE #3500 WELLS SMPT DUKE E2 —DLSS DUKE E400A -723D LINCOLN IMPINGER PACKRITE P -12 W/H —CRIM MAINSTREET 24 -96 -152 MAINSTREET 24 -96 -156 MAINSTREET 24 -96 -156 RUBBERMAID #3534 USTOM SUB SHOP USTOM BURRITO METRO ERECTA SUGGESTED MODEL MANUFACTURER # S.S. DROP IN 7517 SINGLE DR #155 -4 U IVERSAL OR MS- 3N1014 -2D18 APPROVED OR APPROVED DATE: 1/1/97 SHEET Y ©1 '.. r: L�.;_...�,;(; _. --- .__.__ _ ./.z.,: 3 -E NOTE _ Ramp Nr:es (SEE SITE PLAN FOR LOCATION & CONFIGURATION) 1. SLOPE • O RAMP- 1:12 M=.XIMUM b)FLARED SIDE- 1:10 MAXIMUM (ONLY WHEN SHOWN ON STE PLAN) 2. WIDTH • SEE ACRH. FLOOR PLAN (4' MINIMUM CLEAR) 3. UPPER LANDING MINIMUM : 4' DEEP x FULL WIDTH OF RAMP. 4. LOWER END OF RAMP : 1/2" LIP- BEVELED AT 45 ALONG EDGE 5. SURFACE TEXTURE - arRAMP- BROOM FINISH PERPENDICULAR TO DIRECTION OF SLOPE. b) GROOVED AREA : SURFACE SHALL CONSIST OF RAISED TRUNCATED DOMES WITH FOLLOWING - DIAMETER : 0.9" NOMINAL - HEIGHT • 0.2" NOMINAL - CENTER CENTER 2.35 NOMINAL THE SURFACE SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES THE MATERIAL TO PROVIDING SPACING CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE. -. + Store Entrance ntra 1. DOOR ' ENTRANCE DOOR WITH MINIMUM 10" HIGH BOTTOM RAIL OR 10" HIGH KICK PLATE ATTACHED TO STANDARD NARROW BOTTOM RAIL_- -. 2. ADJACENT WALK • I 4 ' i \\ i - j I i (7 „� , w o z N w w "Y' 1' -4' 6 16 6" CONC. PAD Plan , f ' 1/2" BACKFLOW PREVENTER W _ DEVICE AND SHUT -OFF VALVE WTH BLOW -OFF IN IRRIGATION BOX 6" X 42" HIGH (ABOVE GRADE) BOLLARDS _. - .7-1 W - � 6" CONC. CURB - 6O'x50" MINIM LEVREA OS E XTEN DI 24" MINIMUM BEYOND UM DI_ STRIKE EDGE UTIDE (SEE DOOR SIT PLA FOR EXACT CONFIGURATION).. Parking Notes (SEE SITE PLAN FOR EXACT LOCATION & CONFIGURATION) 1. SIZE : SEE SITE PLAN. 2. LOCATION.: SEE NOTE 4 Elevation A) O i J I AIR /WATER DISPENSER Ill , K 6" CONC. CURB - - LOCATE PARKING SO THAT PHYSICALLY IMPAIRED PERSON IS NOT REQUIRED TO WALK OR WHEEL BEHIND OTHER. PARKED CARS TO GET TO STORE ENTRANCE. 3. SIGNAGE : A. PHYSICALLY IMPAIRED PARKING SPACE SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PARCELAIN ON STEEL, BEADED TEXT, OR EQUAL, DISPLAYING THE INT'L SYMBOL OF ACCESSIBILITY. SEE DET. 'A'. SYMBOL OF ACCESSIBILITY. SEE DETAIL 'A'. WHEN SITE PLAN CALLS FOR VAN SPACE, INCLUDE THE 60 SQ. INCH "VAN ACCE„SSBLE". SIGN BELOW THE PARKING SIGN. `"' B. 36"x36" BLUE STENCIL ON PARKING SURFACE SEE DETAIL 'B', 'C', AND SITE PLAN. RAMP PLAN 5 I AIR/ WATER DISPENSER 1 SCALE: 3/4- - - 0' 1/4 ° =1' -0 . _ LL SCALE: .... WHiE SYMBOL & OUTLINE CITY OF TUIVILA APPI OVEO - -. OCT 15 1997 s cR, . Q .GH'4 (/�� ,,- 4+ y /y � L.7 W . „ 4A14„..> c � ` j , A L TE NVS Z0G ''�„ P � tbt r,N Q EN0 -- PARKING SIGN (DETAIL 'A') _.. _. BLUE BACKGROUND \ \ rJ 11 WHITE SYMBOL & OUTLINE 10' -6 MIN. 20' -0' MAX. SEE SITE PLAN EQUAL EQUAL BLUCGOUND !i 1Ei - --- I` PARKING AREA 12 x .3 c,GN a .', ( L_ A'HEN SPECIFIED E ° n °o A CCESS AREA 36"x3H" BLUE STENCILED SIGN ,- ,. EXPIRES 01-07 -99 I m v We PIMPING AND ow SPEaumr 18215 72ND AVENUE SCUM - KENT, WASHINGTON 98032 MO 251 BCE# 5781 36"x36" BLUE STENCILED SIGN (DETAIL 'B') - ) 4" WIDE PAINTED STRIPES (TYP.) EQUAL EQUAL i ALIGN 8'-4' (VAN) 5' -0 (CAR) l Chevron S -BUILT MARKETER BUILDING / - I. 8'-O (VAN) 9'-0° (CPR) �` ��p ■ I '! �1 � I -' JJ ®® ■ WOOD FRAME •t" SEE Sf!E PLAN SEE SITE PLAN. ., For Emerald City Construction RECEIVED crrvoFTUKwILn JUN 2 4 1997 Pacific Hwy. S. near S. 146th St. Tukwila Washington Revisions SCALE: AS SHOWN DATE: 1/1/97 DR. RES CH. REK APP. DBG PERMIT CE DETAIL 2 DETAIL 3 DETAI SCALE: 1/4 °= 1•_0. ,. I SITE DETAI S A�S1 SCALE. NONE —. _._.. _.... SCALE: NONE _ v \ REINFORCED— CONCRETE APRON SEE SITE PLAN SEE FOUNDATION DETAIL (AS2- (TYP.) / J / SCALE: 1/2" = 1' 0' SCALE: 1/2" = 1' -0" E_ 3'-O" x ' 1/ x 1 1 /2" x 3/ 16" STEEL T_'PE FRAME (FULLY WELDED) W/ GREY ,NYL CLAD 'CHAINLINK AND GREY VINYL SLATS 1 1/2" GALV. PIPE EACH SIDE Of GATE. PROVIDE (3) PINE-_ CLAMPS W/ 2_ ERR. ANCHORS OR STRAP TIES INTO MASONRY TYP. 3 / SIDE - PROVODE HEAVY DUTY BOLT /LATCH AT Si R'KE SIDE < / i / / r / // / / //! l L� 7 / 4/// I I � 1 1 /2" x 1 1 /2" x 3/16" STEEL TUBE FRAME (FULLY WELDED AS2- Front Elevation s 4 " x4' - x 4E" REDWOOD WHEEL - STOPS BOLTED TO CONCRETE SLAB (IYP.) NATO 8 CU. YD. DUMPSTER IS 6' -9" WIDE x 5' -9" DEEP TRASH ENG_OSURE 6" THICK CONCRETE SLAB W/ 6 "x6" 10/1D EWWM GREY SIT -ITL CLAD CHAIN LINK. FENCE A GTE 'N/ \ GREY VINYL SLATS AND 3 HINGES PER LEAF BOLT LATCH \ (HEAVY DUTY) - CANE BOLT HEAVY DUTY 6' -0" HIGH CO STEEL POST — SEE EMBEDMENT DETAIL SEE POST DETAIL (TYP.) < SLOPE 1% GROUTED SOLID (TYP.) SEE POST DETAIL (TYP.) 171 - 1oi 43 Section 1- Typical SCALE: 1" = 1' -0" Side Elevation SCALE: 1/2" 1' -0" #4 ®24" ON CL OF GROUTED CELL #4 0 24" DOWELS NOTE: HOLLOW CONCRETE MASONRY: PM = 1,350 psi UNITS SHALL BE LAID UP IN BED 'TYPE S MORTAR (PC = 1,800 psi ) AS FORMULATED IN U.B.C. REINFORCE WALLS AS SHOWN. FILL ALL CELLS CONTAINING REINFORCING WITH COARSE GROUT (PC = 2,000 psi ) AS FORMULATED IN U.B.C. SECTION 2403 (5). ENE IA �II� 11111111110H1111111111111: tl 11- 11 =1L. Lf ll - - - i HOOP TIE li SLOPE 1% ! 5" STAB W/ 6x5 10/10 - WWM v , /6% -.l W111111111111iII111111 «.- �� Iil «n In 1=11 u on=4 1. 1 INBOBS. COMPACT SUBGRADE TO 90% a 4 CONT. # 0 Embedment Detail SCALE: 1/2 = 1' -0" io SEE FOUNDATION DETAIL (TYP.) REINF. CONC.— APRON - SEE SITE PLAN 1' -6" SEE FOUNDATION DETAIL (TYP.) /� 6" 0 STEEL PIPE I / FILL WITH CONCRETE 6A ?/4 I EXPIRES 01 - 07 - 99 I io SEE FOUNDATION DETAIL (TYP.) Q \N" . LANO PLAH1&Yl AND DESKN SP <ul5rr 16215 72ND AVENUE SOUIFI "N1, WASHINGTON 9 8032 (206 2 -622 BCE% 5781 15' -4" Rear Elevation SCALE: 1/2". = 1' -0" Revlslons PERMIT CENTER SCALES AS SHOWN -1 MISCELLANEOUS CLARIFICATIONS 6/12/97 #4 ® 24" ON GROUTED CELL WOOD FRAME TRASH /RECYCLE ENCLOSU (2) #4 IN GONE' BEAM (TYP.) YARD FINISH G SEE SITE PLAN SITE -BUILT MARKETER BUILDING CITY CIF T)IITWILA APPROVED OCT 1'5 1997 8 Chevron RFOEIVED CITY OF TUKWI Marketing Pacific Hwy. S. near 146th St. JUN 2 4 19fr7 Tukwila, Washington. FOR: EMERALD CITY CONSTRUCTION DATES 111/97 DR. RES CH. REK APP. DBG SHEET ALk 2'_3" / ♦, FOR BOLT SIZES, NUMBER & PROPER MOUNTING, SEE MANUFACTURERS SPECIFICATIONS a \ 4 4 " - General Notes 1. THE OWNER SHALL FURNISH POLE, BASE PLATE, ANCHOR BOLTS, BOLT COVER, MOUNTING ARM AND LIGHT FIXTURE ASSEMBLIES COMPLETE WITH MOUNTING & LEVELING BOLTS, WASHERS & NUTS CONTRACTOR SHALL INSTALL CONCRETE FOOTING, ELECTRICAL SERVICE, POLE, LEVEL MOUNTING ARM ALIGN IN DIRECTION fS SHOWN ON SITE PLAN OR AS DIRECTED BY ARCO'S FIELD ENGINEER, AND ATTACH LIGHT FIXTURE AS PER MANUFACTURER'S SPECIFICATIONS. 2. ALL ASSEMBLIES SHALL BE PRE- FINISHED BLACK 3. POLE SHAFT IS ELECTROWELDED ASTM -A500, GRADE. B STEEL TUBING WITH MINIMUM YIELD STRENGTH OF 46,000 P.S.I. 4. BASE PLATE IS ASTM -A36 HOT - ROLLED STEEL PLATE WITH MINIMUM YIELD STRENGTH OF 36,000 P.S.I. 5. ANCHOR BOLTS CONFORM WITH ASTM -A36 WITH A MINIMUM YIELD STRENGTH OF 36,000 P.S.I.. LAMP ASSEMBLY 400 WATT METAL HALIDE (TYPICAL) , SEE ELECTRICAL DRAWINGS FOR LIGHT SPECIFICATION MOUNTING ARM . LI BOLT -ON SINGLE BRACKET 1 1/2". =1 - -0 20.25 1.173" MAN .173" 1" 1" SLOTS FOR "m '+l 3/4" ANCHOR BOLTS I 1 4 3 WIRING HOLE N � 5" SQUARE POLE x 11 GA. STEEL " C,� ... -., •l y � 1" THK. PLATE WITH 4 - 3/4 "0 x 30 ANCHOR BOLTS 00°. .- - 1 SEAL OFF',FIUING (WHEN REQUIRED) „ • HANDHOLE WITH REINFORCED COVER BOLT COVER THK DRYPACK BASE'. PLATE F' a� BOLT PROJECTION GRADE '- N —I I 1 1/2" =1' -0" - ., _ ". LAMP ASSEMBLY LAIR UT Myra. APPTUED C 1 1 1537 — .. y s . D Grk, � P GHgU o � �o'i �ASy✓y [.�1Y�/ -' �/� .., �/ /t7EAE �Q<``"�' 1'7 O S� G /./ ' " 1 - NA E <T✓ '.OE400 � I TIES % 3// 4 I AT 24" O.C. r ;L_1! 4- 3/4" x 30' _.=_ ANCHOR BOLTS 1/4 TIES AT 12" O.C. (TYP) o �y - CONCRETE } FOOTING -.. 1 '. THK BASE PLATE- - -- CONCRETE FOOTING - \ T \ o o L, ;, 3" CLR. 2, -6., SQUARE 46 VERTICAL BARS - - 3" CLR. `l 5" So POLE x 11 GA. STEEL o o EXPIRES 01-07- - - uo name No amp. mount 18215 7216 AVENUE SOUTH U�os2 �( BCE. 5781 MOUNTING ARM .. - 7-3" -- 1''0 / t)Ciirs OR 2' -6" DIA 011 Li 3 - _ Iwo Chevron ECEIVED O R1KN7 SITE BUILT MARKETER BUILDING 4NDOD FRAME FOR: EIERALO CITY CONSTRUCTION Marketing JUN 2 A 193, PERMIT CENT° Pacific Hwy. S ear S 4 6th fit, Tukwila, Washington Revisions SCALE, 'AS SHOWN DATE: 7/1 DR. RES CH. REK APP. DBG ELEVATION 2 PLAN _. LOT _ _ .. SHEET: I E: 3/4 ., 1 U" SCALE: 3/4 " =7' -D" I 9'-7" 42 -9 1/2" `, 9 -7 1/2" `j a ROOF LADDER 15 -0" SEEf4 CONCRET A06 RAIN WAIT'" LEADER/ OVERFLOW _ - LANDING -SEE I CIVIL DWG.S RAIN WATER LEADE •/ OVERFLOW I d MAIN SE. SWITCHB SEE ELEC I CT I: �.: i: ;. '11111 I: ' .I I II II ® ., I. ��e�d I ., I ii I ( �_� I re �� :_— ® i 2v TELEPHONE ELECTRICAL EQUIPMENT LE : a OFFICE EMPLOYEE RESTROOM II Q' STORAGE BAK 8' — ,' ,,... — — — 0\ VEGGIE ' -- \� 45`,..t. .__ SINK_ � g os O I WALK COOLER . in B F.S. SIM.� 1{J / Q.S.R. COUNTERS \\ SEE SHEET All I i e -6' PVC " SLEEVE THE WALL \� Q.SR. t, 45" HAND SINK \ \�3- X COMPARTMENT DINK �L, I` F.S. - "' • - 1E11II N! 'NW . � x0 9 ' - 0" -1 " 21' -4" D; w HEATER I IOM i IOM . j 45• OVER F MOP INK Nil ISLE NDA�SEE - \ "• i . 11 ® -e« ® ' " SHE A10 GRAPHICS - -� `a J SAL A FASCIA '' -0 C IS ABOVE � 3 , , LOOR SINK r" 5.-O" WALK -IN FREEZER - 2• -6" 12-8 1/2" .S. CO S STRUCT. CASHIER LUMN DWG. 'S i .. ...ate? PP -- r - _ PUB I � , SALES COUNTER I ® - SEE SHEET A09 RESTROOM T.S. N SEE STRUCT. COLUM - DWG.'S I TYP® � ilk TYP. THRESHOLD® MI 5. A06 TYP. 1 \ N .H L 9' -9 1/2" — — — -- 8' - 4 1/ 1 — — — - — 1 I. ... — — - • — -- - z — l I 0 ABOVE 1 0 A B 0 V al E I mil ,-,4, -- A05 CONC. — — — — 6 -6 _DOORS_ -- — 6 -6 •� K SIDEWALK S (SEE CIVIL DWG.'S) 16 - F, "" 4' -0" �2 8' -0 ". - R.O. 62, -0„ _ FLOOR PLAN NOTES L CABINETS SHALL BE PROVIDED 'N/ REMOVABLE ACCESS TO FLOOR SINKS, WHERE THEY OCUR. 2 ACOUSTIC BATT REQUIRED IN 4. 1. RESTROOM MALLS AND CEILING. 3 DIMENSIONS SHOWN ARE TO FACE OF SThD UNLESS NOTED OTHERWISE. ACCESSIBILITY DESIGN STANDARD. A.D.P. TIELE III PUBIC LAW 101-336, 1/26/02. 5 FOR EQUIPMENT SCHEDULE SEE SHEET Y01. 6 ALL CAULKING TO BE PRINTABLE. c11-- INTER K FINISHES FLOOR BASE WM_LS CEILING 10•-6 HEIGHT SALES /CASHIER DAL TILE 'VITRESTNE' GLAZED VITREOUS PAVERS 15X ABRASVE, 8" X B X 5/18' SEE SHEET A08 F. SPEGIFlCAPDNS AI -84D E RIP V 66 .006001E TILE, A-- --E {V -849 - PASTEL CRAY 12' %12'X 1/8' 4• BURXE RUBBER COVE BASE S 6'12P 'GREY SLUE' PAINTED SMOOTH FINI. 5 /11" GYP BOARD CEILING 666 NG ARMSTRONG DD " D N/ "C A551C', PLASTIC FACED, X765 P 996160 24' % q8' X 5/8'. SUSFF?IS 6 6 • :.RMStRONG "PRELWE', 15 AL US G YPAIM DX 15/18" PUBLIC RESTROOM DAL 115E ' 9 5TONE' . 5" 6 9 5/9 PAVIItS. 1316 ABRASIVE B' % B' X 5 /18" SEE SHEEY AOB FOR SPEGFlCATIONS (NO ALTERNATE AT 655656OM) DAL -TILE 4 COVE SEE SHEET A08 FOR SPECIFICATIONS •MAROTE' FRP PANELS, FROEA TOP OF BASE T BASE TO +4'- 0" COLOR. 6 151 LIGH GRAY, OVER 5 B MOI R START GYP. 00., W ATCHtN P.VC MOULDIHCS ENAMEL PAINTED 5/5" SMOOTH FINISH GYPBOARD, SCREWED 62' -0" ROOM KNISH SCHEDULE EMPLOYEE RESTROOM EXCELON VINYL TILE IMPERIAL 51899 COOL MITE AI TFRNATF AZROCK 'PREMIERE' j1%9 'PASTEL GRAY 11,12,1/5' 4" 25 RUBBER LOVE BASE [8726 'GREY BLUE' O.S.R. FOOD PREP /STORAGE CONCRETE W/ "CARBgJNE' F -2 COATING SYSTEM, (890 CRAY OFFICE E." ° 1MM iiLE IMPQ6AL 51899 COOL NHIIE N TfRNA1F AL10Q('PREMIERE' RV848 'PASTEL. CRAY 12 CONCRETE W 'CARBOU COMING NE" F 2 /LNG SYSTEM, X800 CRAY BY COOLER MFR BY GOOIER MFR WALK- IS)900LER GUARD ak — SEE CE RD - DWG.'S 10" RAIL m OFFSET F.O.S. 1/2" FROM EDGE OF SLAB TYPICAL PERIMETER STUD WALLS H 1 PAIR SYMBOL GROUP SYMBOL EXTERIOR STUD WALLS" ' ENOT ',NO MANNIO AHD WWI SPEQVLSIS • 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) :261 -8222 BCE# 5781 QUANTITY Q 1 PAIR ALUMINUM STOREFRONT ENTRY O 1 STEEL EXTERIOR OO STEEL INTERIOR • 2 STEEL INTERIOR EQUIPMENT LOCKSET: HINGES: CLOSER: THRESHOLD: OTHER: LOCKSET: HINGES: CLOSER: THRESHOLD: LOCKSET: HINGES: CLOSER: THRESHOLD: OTHER: LOCKSET: HINGES: CLOSER: OTHER: SIZE W X H 4' -0" X 8' -0" 4'-- 0" X 4' -0 X 8' - 0" 3' - 6 X 2' - 0" TYPE INSULATED COOLER ACCESS CAFE DOOR 3• -0" X 3 -0" — INSULATION SCHEDULE/NREC INFO SPECIFICATION R-19 KRAFT FACE BATTS. FACE STAPLE TOI INTERIOR STUD. FACE AS. VAPOR BARRIER. Chevron Revisions Misc. Cloriflcotions SIZE 3' -0 x 7' -0" WITH TRANSOM 3/4 x 3' -0" x 7' -0" 3/4" x 3' -0" x 5' -8" 1 3/4" x 3' -0 "x S -0" x 6' -8" S -0" X 4 -0" DOOR HARDWARE SDC 1512 ELECTROMAGNETIC LOCK WITH (1512 x L3 x 0528) SURE EXIT BAR (500V x US28) &' SECURITY KEY SWITCH (801 - 05320) W/ FALCON INTERCHANGEABLE CORE CYLINDER, ADAMS RITE MS1851S DEADLOCK, 4015 THRESHOLD BOLT. 4085 HEADER BOLT, 154043 CYLINDER GUARD. 4089 EXIT INDICATOR, 4000 STRIKE, FALCON INTERCHANGEABLE CORE MURDER (2) ROTOR 780 -224 HD ELECTRIFIED PIANO HINGES (2) DORMA TS83 -1 (ACCESSIBLE) W/ 8380 BACK PLATE. FINISH: 052.60 PEMCO 2005AV -72" THRESHOLD W/ OUTSIDE DOOR WEATHER STRIPPING. - (2) QUALITY 500V PUSH BARS QUALITY 1337A DOOR SILENCERS 1" H SIGNAGE "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." (CHEVRON DCL 222) DCI TOUCHBAR RIM EXIT ALARM #1210A, BATTERY - POWERED, FINISH 628 ALUMINUM ROTOR 760 -224 HD CONTINUOUS HINGE NORTON. #'8381 (ACCESSIBLE) PEMKO 2005AV -36" W/ OUTSIDE WEATHER STRIP 1 SET PUSH & PULL PLATE (630 FINISH) WITH FALCON D841K -IC SINGLE- CYLINDER DEADBOLT (ACCESSIBLE) W/ INTERCHANGEABLE CORE • (3) MCKINNEY TAl2714. US32D FINISH DORMA 7601 FULL COVER CLOSERS (ACCESSIBLE) PEMCO f173A 36 TRIMCO 975 -630 160' - PEEPHOLE VIEWER 1 PAIR QUALITY STAINLESS STEEL KICKPLATE, 10 "X34" (630 FINISH) QUALITY 1137A DOOR SILENCERS - - 1 SET QUALITY PUSH & PULL PLATE, 4" X 16',(630 FINISH) WITH FALCON 0871K INDICATOR DEADLOCK (ACCESSIBLE) W/ EMERGENCY KEY - - (3) MCKINNEY TAl2714 US32D FINISH DORMA 7601 - - 1 PAIR QUALITY STAINLESS STEEL KICKPLATES. 10" X 34" (630 FINISH) QUAUTY 1337A DOOR SILENCERS WALL BUMPER, US26D FINISH WINDOW SCHEDULE MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM CEILING /ROOF: - R -30 FOIL FACED BATTS -WITH "T-FOIL" SUSPENSION SYSTEM TO MAINTAIN UNIFORM DENSITY AND PRESCRIBED R- VAULES. TAPE FOIL SEAMS AS VAPOR RETARDER. NOTE: UPGRADE FROM R -22 TO R -30 AS TRADE -OFF IN LIEU OF SLAB • PREIMETER INSULATION. FINISH CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED CLEAR ANODIZED V v AREA SQUARE FOOTAGE: WAI I LEGEND SALES & CASHIER = 1431 COOLER = 366 FREEZER = 57 OFFICE = 86 STORAGE = 68. FUTURE QSR = 403 RESTROOM = 69 IQTAL = 2480 SO. FL II IIIiiIIll ilii� Marketing CITY OF TUKWILA JUN 241997 PERMIT CENTER 6 -12 -97 SLAB PERIMETER: HER HDW GROUP VISTAWALL 1 375 MED. STILE REPUBLIC -OECD REPUBL /C --;EGO REPUBLIC -OECD HUSSMANN GLAZING FINISH CLEAR CLEAR CLEAR CLEAR ONE -WAY 2X4 WOOD STUD WALLS PREFABRICATED INSULATED COOLER WALLS WOOD FRAME Tukwila, Washington FLOOR PLAN -61 10" BOTTOM RAIL, #PH -12 PULLS W/ 0528 POSH US -28 FINISH, THROUGH-BOLTED. 6' -0" x 1' -0 CLR. TRANSOM GL. CLR. ANODIZED FINISH, TYP. REAR EXIT SEE SHEET A06 DETAIL 4 REMARKS DOUBLE GLAZING, TEMPERED SITE -BUILT MARKETER BUILDING or: Emerald City Construction REMARKS DOUBLE GLAZING .- #GA -4250 SILL COVER, TO FIT SILL DEPTH DOUBLE GLAZING; TEMPERED DOUBLE GLAZING, TEMPERED. 6' -8" HEADER HEIGHT NOTES. STOREFRONT GLAZING AS MANUFACTURED BY VISTAWALL, SERIES Ft -451, 2" X 4 3/4 ", OUTSIDE GLAZING, CLEAR ANODIZED ALUMINUM' FINISH, TYPICAL.) ALTERNATE STOREFRONT GLAZING AS MANUFACTURED BY U.S. ALUMINUM, SERIES 05- 451 -5, 2" X 4 1/2 ", OUTSIDE GLAZING, CLEAR ANODIZED ALUMINUM FINISH, TYPICAL VERIFY ALL WINDOW SIZES IN FIELD PRIOR TO FABRICATION NONE. TRADE -OFF. SEE ENERGY - CALCULATIONS: NOTE: ELECTRIC RESISTANCE HEATING SHALL NOT BE USED IN THIS BUILDING.. 2X6 WOOD STUD WALLS (R -19 BATT INSULATION TYPICAL AT ALL . EXTERIOR WALLS) CITY OF TSI(SILA AT PST/1'_U OCT 15 1957 -. ..ail.. Pacific Hwy. S. near S. 146th S SCALE: 1/4 " =1' -0" DATE: 1/1/97 DR. RES CH. REK APP. DBG SHEET: A01 COPING CAP L50 GA. W'/ SLOPE 1/2" PARAPET- / _ /� _� - � ' TO 10, \ INTERIOR (BACK SIDE) 1 / 9 \ OLIO . / \ � PARAPET WALL CONCEALED JT ::O'lER. FINISH 70 MATCH MTL. ROOF COLOR 2 2x6 TOP PLATE HICKMAN" TYPE R.O.D. ROOF &. OVERFLOW DRAIN TYPE ABS PLASTIC (TYP.) CLAMPING RING & SEALANT PER ROOFING MFR. �� BRAI ROOFING OVER ROOF / / 1/2" PLYWOOD SHEATHING , CONT. CLEAT ! 1 / ;/ BRA! 6 PER FOOT SEE NOTES PER �_ +74' -8'. / '-. N 1 / / (\ _ - ( I . -8 F ' , I - - FLASHING 0 / /� - - -- PARAPET F RAMING- / , / sEE sTR.. AL owG'S _/ j ' I '£'�- ='7 // 7----- -- 3" CANT r % _ _ BRAI FLASHING F / S - ` - " SHEATHIN1. FLASH PENETRATIONS WITH FLASHING _PER ROOFING MFR. SPECIFICATIONS TOP OF PARAPET ��. 4' CON C L EAT CLIPS AS REVD PLYWOOD SHEAT HING 30# BUILDING PAPER �' y . . I / f / / ��; / / / �, j� / /. / /'• / / �// �' / / / /, �. ' // / � / -! r0 1FE11 ON 1. "''- CLIPS AS - -- -- I RFO C i ROUTER CUT AS SHOWN / 1/ ^� 10" 50 HOLE FLEXIBLE BELLOWS ■ ►�i iii A t= mm - ;Y ��. - .._ - _ / �/^ J �1 j! i\ I } , ,, ■ / \ 1 32 J - \ / 'A__ �/� EXTERIOR (FACE SIDE) ) / \ / ' BOTTOM PLYWOOD SHEATHING 3 3UI. INS P AP R - LAP •U E3 Ok' , LAS.'iC G SE44'- MF AL PO FIN P S C U -� NEOPRENE CLOSURE \I CGN . DRIP / 6 4 w ' l _. - �� J / / � , ; x= �/ i� BRAI ROOF MEMBRANE INTERPLY MEMBRANE I - BASE SHEET \ \ C PLYWOOD ROOF SHEATHING \ 3f e ` Q \ �\ CLAMP TOP & BOTTOM (TYP.) / " '�a `� ^ TAU WALL 0 CARWASH. METAL ROOFING CLIPS AS REO'D N I LJ � '... -' / % /` L / / ,- -. T k1 I/ ,} _ � '� ' CLOSURE ` \\ SLOPE 1/4" \ PER FOOT CONT. GRIP , �I i 8 - 6" ` t r 1 - I R - IN TYP. 441 R 19 INULATI TYP. \ / PANEL OR PAN �A ALUMINUM COMPOSITE MATERIAL DIMENSION - II 4.� 3 "0 P.V.C., GALV. OR C.I. - ROOF DRAIN AS MINIMUM BY LOCAL CODE. MINIMUM HORI7_. SLOPE i /4 " /Fi. SUPPORT ENDS & 32' O.C. MIN. TRUSSES - 2X OUTRIGGER FLASHING .TUG ..PE IFS\ T [': FOOT \ FLASHING - --. a CONT. 'Z' -- FLASHING A.C.M. SEE NOTE S2ASCIA, • i I i i �. // , . / ' -- II M L - ,A SEE NOT, 2 ___ 1 ... • . £ ;>.. ANCHOR TO WALL MINIMUM 3 PLACES "0 i _ a -) NOTE: F Y / - - R 3 , ! / _ SUSPENDED C W` TRJ`SES '� 4 OVERFLOW DRAIN BEYOND • WOOD STUD WALL • CMU WALL (. -. 1 C. -_ -- FLASHING He ET - -__- -A _ II . - � - _ AP ON, P. - - ACOUST. CEILING - • A07 FLASHING SHEET -- I, LIGHT FIXTURES SEE ELEC. DWGS -� m G,i STEEL BEAM, SEE SUSPENDED TRIAL CUTS SHOULD N MADE PRIOR TO. PRODUCTION TO I PANEL OR PAN DETERMINE ANY NECESSARY , STRUCTURAL CWGS. ACOUST. CEILING .. ADJUSTMENTS DIMENSION +i /i6 DIMENSIONS. IN LAYOUT ,� 20 GA. GSM FLASHING PAINT CHEVRON WHITE ACM CORNERS 1 OOF O DRAIN ROOF OVERFLOW IN I ; �;!, iL - 2 0 Ga•GSM { y - - --- - - FLASHIN. G STRIP � GHT FIx1URES _ i" ' -1 -O , ����� ., vim. Elli , a 2X FRAMING -SEE £ STRUCTURAL DWGS. di :,. 2; '16 SA CLOSURE N NUt _ f L; ii-. I + -- - -- �'T` _, X I ' - • TOP PLATE, ABOVE \ FOR A.C.M. PANEL ATTACHMENT SEE NOTES W DETAIL 7 CORNER, .TYP. M2INS IDE VENT PIPE _ 'r ' II -- ! \) L- -: - --� ,I SEE ELEC DM,. - - - -- CLOSURE I6 G + 8 , 6 :� r of '' " ' BO170 a PARAPET FRAMING SEE STRUCTURAL DWGS " 1/8" 0 WEEP HOLE ® RIFTS 24" O.C.. POP RI 1 2 3" / -' �8` AV B LUE A.C.M. � � I II SHIM SEALANT & - BACKER ROD- O 2' T+ 1 C EMENT VER =�, 7 / 8 LASTER METAL LATH, BUPILDING POAPER : -` �ON PL YW'OGD GYP BD. CORNER BEAD, TYP. 1 AS REO'D I SEALANT \ STOREFRONT GLAZING FASCIA 1/2 f 9 1; 2 1 0 vlF�;P HOE ® 1 � ( 2 '4. C.C. POP . NETS / €C 1 C.C. , 5 /e" GYP BD. �� SRI ti - -- -- .L, SEE STRUCTURAL DWGS. - 76(0&" CEn!E P �.EtA� LATH - T ` LEAD SLEEVE SEALANT EXTEND FLASHING STRIP MINIMUM OF 12" FROM PIPE •• - I-� _ - _ - _�� • 72" O.C. - > / I l I - - { , , II { ' - "- I { ' \ I { I. i - - J � 1 L� \ NOTE . 1. PLACE ASPHALTIC FELT BETWEEN DISSIMILAR METALS TO PREVENT •GALVANIC CORROSION. 2. ALUM NU'M COMPO9TE MATERIAL (A.C.M.) SHALL BE MANJFACIURED BY ALUCOBCND OR MITSUBISHI KASE! . A.C.M ATTACHMENT SHALL BE 91 HIGH STPENG H FOAM TAT_ W,/ SILICONE ADHESIVE BONDING ANC /03 CO'JNIERSUNK MACHINE SCREWS OR BOLTS. FOLLOW MIR'S - NSTPUCRONS. 3 PROVIDE THERM EX,'ANS1TN OF A.0 11. 0 ATTACHMENT POINTS. SCREWS OR r01 HOLES SK IL:. '. BE SLOTTED TO ALLOW FOR E Rt1r MOVEMENT OF ACA. NEE. 4. SUH,+ r SHOP DRAWNSS OF A/.11 LA'001 AND ATTACHMENT CONDITIONS. ' 5 I A R ���` 6" ROOFING PLYWOOD ROOF DECK /, _ -� I ( I_____ 626 YIFEiJ5}iS>S'i»�Sfiy;` VENT PIPE - \ - A.C.M. PANEL 1 /4" / DO NOT CAULK 1/4" JOINT PARAPET/ACM FASCIA /LIGHT SOFFIT • SIDES (REAR SIMILAR) 6 PARAPET /FASCIA /LIGHT SOFFIT • FRONTS NOT USED 4 VERTICAL FASCIA JOINTS 3 ROOF VENT NUN. L 12 +1y 6" 8.5 /N '\ - - - P ARIR' ET & ROOF OVERFLOW DRAIN DRAIN LEADER LEADER LINE OF ACM FASCIA BELOW 0+14 IN WALL BELOW, TYP. OVERFLOW ROOF LA , DER &'ROOF DRDRAAIN SEF. DTI 4 /A06 IN - v N. o, ®� OVERFLOW DRAIN SLOPE MIN. . � L D ROOF SHEATHING O S ES BLDG. JOINT AND FINISH SMOOTH ANE 1/4° PER FT. SLOPE MIN. P ARMER " ' 0 +14 •. CiTY Cf TUS1lIll OCT 5 ;Oil r ^_. 1 ✓ Q MECH. EQUIPMENT 'UST: 6 ❑ iY 8_O" l� TO /- 1' 0P ,F PARAPE� � \ - -- - - � -_ - D j 1 4 PER FT. SLOPE MIN. o P ARAPE T I O +14' -8' N A / ®� PARAPET 0 +14' -6° FILL BRAI ROOFING y� SPEG B W/ 8 SP- 7000 -N AI GBSP -4 MEM R BRA1 SP -4 INTERPL S BRAI ULTRAB AS BASE, COLOR WFiITE: 3992 OVER 1 /2 ° PLYWOOD DECK APPROVED BY ROOFIN MFR. - �. AG -SEAM METAL RO t OF -�� -- y -- LINE OF PARAPET Y i' __ -. BEYOND _ - - -- - - I£ 2 A SO FELT ` �, F R r11N ,a E! BE SEE i "' 10 . 9 z S A' R• O u - . - _ ... 2 r ` 1n �A _ S h.NG e IA ! l e LAT T� ( $ E _L c WY:. CUTTER SLOPE 6 R F r MIN. CAP F T .,.H nN D) . i 1 . - - _ - , , I �� ' �/ / E 5 —H � ii / ! I j / \ L i .-1 — - .®� - I - �- I I 1 II ! 11 �1 ° ___-' - __ _ - �� . ® EXHAUST FAN E HVgC UNIT © ICE MAKER CONDENSER E PENETRATION FOR A I 1 \� `( AT� F/ 'HIGH PANT Or GSM i / ' GLITTER BEYOND — _ _ _ _ J R -30 INSULATON, TYP. CANT. ST RIP TYP , ( ) _ „ , S _ - ROOF D DRAIN WA BELOW :i- : — TRUSSES A C.M. MING, SEE S UC ORAL t \ �- -- --- -- - - -- \�17 S J / / / / / \/ - - -- � FUTURE USE SEE � r ' SLOPE GUTTER A ` ' 1 `� ' U OUS = 5/8" GYP. BO. +10' -10° LINE OF ACM 6 e 1/8" PER FT. SIMILAR FASCIA BELOW MIN. BAGS. ` LENT N 7 vENT SCREE 8 ROOF PLAN - to PLAN I �/ 1 ■ F STEEL BEAM, SEE STP.UC TURAL DWGS. BOTTV DF TRUSS F1C o" .� B - T)M OF ... _ � _ M 1/8 "-1• -0 -FF T / / / / CORNER - , SHIM AS REO'D H A S. G R �P / � � ' � ; ti C o - g.:</;',./' _ , /�� '/�\�� -ym / 9 � , 28 527 0 �� G `�zNgE°Qe e, 70 C IIA SITE -BUILT MARKETER BUILDING Q' / . S',L'c`RCNT .� HTS ,, _/ r I -- �4, g - In i ry I emu. / , , I. r' L_ P AL � ^a I. it �I ` _CORNER BEAD TYP 1 , . -._- SEALANT WOOD FRAME ity Constructon am C Marketing J UN 2 4 t99� .EHMR CENTER t Pacific Hwy. S. near S. 1 +6th St. Tukwila, Washington EQ. _ o ` _ Revisions SCALE: AS SHOWN DATE; 1/1 DR. RES CH. REK APP. DBG A . Mfst. Clarifications 1 EXPIRES 01 -07 -99 I wm n 7 2ND MO xva O SOUTH 18213 72ND AVENUE 900TH KENT, WASHINGTON 98032 1206) 251 -6222 SCE# 578f I 97 8 /12 / f L141 PLAN SHEET'; I A02� - -F �/ HIP ROOF CAP /SOFFIT Q r_NTR 1 NOT USED USED _,/ D I NONE Revisions / \ Misc. Clarifications PFRMrf f:FNTr 5 -21 -97 SITE -BUILT MARKETER BUILDING WOOD FRAME for Emerald City Construction Pacific H ukweia, Washington S. near S. 146th St CONTROL JOINT TYP. eF,..._21. ua ;'r ti sa ax.rFUE?icn ` ... I 24hrs CONTROL JOINT NP. DCL -251 SIM DCL -461 2 L [5 3r FRONT (WEST) ELEVATION GUARD RAIL SEE ELECT. SWITCH BD. 4 L`J REAR (EAST) EL 17 SEE CHEVRON C -25 INTERNALLY ILLUMINATED SIGN OUTLINE OF HVAC UNiT EQ. ROOF ACCESS LADDER. —PAINT UPPER & LOWER PORTIONS OF DOORS & FRAMES TO MATCH ADJACENT WALLS, TYP. 5 LJ "FoodMart" INTERNALLY ILLUMINATED LETTERING 19" HIGH (-3 & B & OWE RETURNS (BL -3700) ) CHEVRON C - 25 CENTER SIGN VERTICALLY IN BLUE PANEL INTERNALLY PROVIDE NO VERTICAL JOINTS ON FASCIA ILLUMINATED SIGN PANELS AT LETTERING AREA. 0 OUTLINE OF MJAC UNIT ROVIDE METAL SECURITY DOOR WITH HASP & LOCK TO PREVENT UNAUTHORIZED ACCESS. SEE DETAIL 14/A06 LEFT (NORTH) ELEVATION RIGHT (SOUTH) ELEVATION DCL-25 DCL -279 AS NEEDED DCL -209 uNE OF HVAC - -� -- - - - -5 UNITS BEYOND SIM. AS NEEDED DCL -201 DCL -202 DCL -203 DCL -205 DCL -207 DCL -208 DCL -209 DCL -210 DCL -469 LINE OF ROOF BEYOND r - - - - - 3'X3' P.O.S. POSTER FRAME BY OTHERS LINE OF HVAC UNITS BEYOND METAL FASCIA (8L -370) CHEVRON C -25 INTERNALLY ILLUMINATED SIGN NOTES : SALES FIN. FLOOR COLOR LEGEND MARK DESCRIPTION 0 DECAL LEGEND DECAL # DESCRIPTION Red RE -360 (DCL -452, —461) UC59614 Blue BL -370 97 -850 Dark Gray GY -210 UC59668 Light Gray GY -450 UC59667 Off White WH -740 UC59666 DCL -201 OPERATOR NAME /ADDRESS /HOURS DCL -202 IN CASE OF EMERGENCY CALL.:. DCL -203 SPILL NOTIFICATION DCL -205 MICROWAVE IN USE DCL -207 NO BILLS OVER $20 DCL -208 SORRY NO CHECKS DCL -209 CUSTOMERS W1TH DISABILITIES DCL -210 NO DRINKING ON PREMISES DCL -223 EMERGENCY EXIT ONLY DCL -228 NO SMOKING DCL -251 STREET ADDRESS NUMBERS DCL -256 PUSH /PULL PAY SMALL BILLS DCL -279 ELECTRONIC SURVEILLANCE DCL -306 CAR WASH INSTRUCTIONS DCL -307 TOUCH -FREE CAR WASH INSTRUCTIONS DCL -308 ENTRANCE DCL -310 EXIT ONLY —DO NOT ENTER DCL -312 DO NOT ENTER SYIMBOL DCL -411 EYEBROW DCL -452 24 HRS. DCL -461 RED STRIPE DCL -469 RESTROOMS INSIDE PPG PAINT # 1. PPG PAINT TO BE VOC— COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES. 2. ALUMINUM STOREFRONT SHALL BE BY VISTAWALL ARCHITECTURAL PRODUCTS, FL -451 SERIES. PROVIDE SHOP DRAWINGS OF STOREFRONT PRIOR TO FABRICATION, DETAILING MATERIALS, FINISHES, SIZES, PROFILES. CONNECTIONS, ETC. 3. MECHANICAL ROOF MOUNTED EQUIPMENT: PRREE (ACID ETCH) AND PAINT LIGHT GRAY TO MATCH CHEVRON 4. DO NOT PAINT CLEAR ANODIZED ALUMINUM FRAMES. 5. CAULKING : WHEN CAULKING IS REQUIRED ADJACENT TO LIGHT OR DARK GRAY AREAS, USE CLEAR CAULKING. FOR OFF —WHITE, WHITE, OR BLUE AREAS USE BLUE CAULKING. ALL CAULKING SHALL BE PNNTABLE 6. CEMENT PLASTER TO RECENE MEDIUM —DASH FINISH, TYPICAL 7. STANDING -SEAM METAL ROOFING SHALL BE BY BHP STEEL BUILDING PRODUCTS, 'SELECT g S 9 E 6 A r �M g '� SYSTEM, NARROW BATTEN, 16 1/4" COVERAGE PVF (KYNARS � FINISH TO MATCH PPG 0155966$. DARK GRAY. PROVIDE SHOP DRAWINGS OF ROOFING PRIOR f0 FABRICATION, SHOWING UKRA INGf iilA MATERIALS, FINISHES. SIZES. PROFILES. CONNECTIONS, ETC. 0P ' VE) EXPIRES 01 -07 -99 • PLONK NO nc 18282 15 72ND AVENUE UE SOUTh SOU(H KENT, WASHINGTON 98032 (208) 251 -6222 BCE* 5781 SCALE: 1/4 " =1' -0" DR. RES CH. REK OCT 151337 DATE: 1/1/97 APP. DBG SHEET; Acs - ►•i ► -. ►�,, -,�, v ►- Ill ►, �-- +8 k A , A.F.F., ► fir ►mot ►_rt • ■ ►� - ,--E- GYP. BD. HDR AT +6' -8" A.F.F I +8' SUSPENDED GRAPHICS FASCIA 1 ►rtI I II • ► ■∎■ Mi nh t+10' -0"J 0' -G"1 m TYPE "II" EXHAUST HOOD SEE MECH. DRAWINGS 4 0 • 5/8" GYP . 1/2" PLYWO ON +8' -0" O I I1 /x A.F.F '�7A.F.F NO SCALE MIN. GYP. BD. SOFFIT • FOOD COUNTER NO SCALE R evisions CENTER MISCELLANEOUS CLARIFICATIONS 6/12/97 BC. CEILING a a GYP. BD. CEI'_ING - - - - - F4- 1 00,2,04S FLUORESCENT S tRIP L:GTT.1I5 -- SEE ELEC TR:CAL DRAWINGS 0 SEISMIC BRACING, YP. ELECTRICAL / I-IVAC SYMBOLS OPEN TO ROOF FRAMING Cl ABOVE COOLER 7 REFLECTED CEILING PLAN 2' x 4' RECESSED FLUOR. LIGHT FIXTURE W/ PRISMATIC LENS 1' x 4' SURFACE - MOUNTED .,� FLUOR. LIGHT FiXT JRE LAY -IN FLUORESCENT LIGHT FIXTURE (TYR) I 4' OR 6' GYP. BD. FIT O +8' -6" SOF A.F.F. FLUORESCENT STRIP LIGHT FIXTURE W/ SHATTER PROOF LENS 4 -0" 0 FLUORESCENT RCESSSED 'DOWN LIGHT W/ WATER RESISTANT LENS ENTRY 000 S & CANOPY ALIGN CEILING GRID ® ILLUMINATED EXIT SIGN (DIRECPON OF SIGN FACE) ( SURFACE - MOUNTED COOLER LIGHT NO SCALE ACOUST LAY -IN C GYP. BD. SOFFIT O +8' -6" A.F.F. SUSPENDED CIGARETTE MERCHANDISER NOTE: SEE ELECTRICAL AND MECHANICAL DRAWINGS FOR FIXTURE SPECIFICATIONS AIR SUPPLY GRILL AIR RETURN GRILL EXHAUST FAN COOLER ABOVE WALL ifirk ACOUSTIC CEILING DBL. 2x NAILER 2x4 DIAGONAL BRACES O 32" O.C. NAILER, DRILLED AND SCREWED 5/ #8 x 2 1/2" SELF TAPPING SCREWS O 16" 0.C. (TYP.) 5/8" GYPBOARD TO CONTINUE FLUSH OVER WALL FRAMING & COOLER WALL NOTE SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHT NO SCALE x ' FLUORESCENT UGHT FIXTURE & LENS WHERE OCCURS CHAIN HANG AS REO'D. cxrl-c11 2X4 CEILING FRAMING O 16" O.C. FLUORESCENT LIGHT FIXTURE W/ COVER WHERE OCCURS 5/8" GYPBOARD WRAP ON 2X4 STUDS 0 16" O.C. UGHTED MENU BOARD (SEE EQUIPMENT PLAN) SUSPENDED CEILING SUPPORT ROOF STRUCTURE 2X4 DIAGONAL BRACING TO ROOF STRUCTURE O 32" O:C. + A.F.F. 6' -8" 1 EMT COMPRESSION STRUT NOT TO EXCEED 1:6 OUT OF PLUMB: SEE SCHEDULE CROSS RUNNER MAIN RUNNER wt. Chevron RCCI•W[{) Marketing �`� 1 P�'K"" ? 241997 TYPICAL WALL AT CEILING 12 GA. VERTICAL HANGER 0 4' -0' O.C.. ATTACHED TO TRAPEZE 0 OBSTRUCTORS. (USE BACK TO BACK 1 1/4' COLD ROLLED CHANNELS FOR SPANS GREATER THAN (-0 ".) 12 GA. HORIZONTAL SEISMIC RESTRAINTS SPLAYED 90' FROM EACH OTHER 12' -0" C.C. BOTH WAYS TO WITHIN 6' -0" OF WALLS 12 GA. SPLAYED WIRE BRACING PERPEN- CICULAR TO EACH RUNNER 8' MAX FROM EACH END OR BREAK TO PREVENT SPREADING NO c' 1. ALL HANGERS & SUPPORTS TO BE ATTACHED WITH 4 TURNS IN 1/2" (TYP.) 2. SUPPORT EACH UGHT FIXTURE INDEPENDENTLY OF CEILING GRID WITH 1 -#12 WIRE AT TWO CORNERS DIAGONALLY ACROSS FROM ONE ANOTHER. 3. ALL MAIN AND CROSS TEES, THEIR SPLICES AND INTERSECTING CONNECTIONS SHALL BE ADEQUATE TO RESIST 72 lbs. IN TENSION. SITE -BUILT UARKETERAUILDING WOOD FRAME OHAU C p XHO E l LAD GtMEnS A1A OE4o1 smaAl151T 18215 72.N0 AVENUE SOUTH KENT, GTON 980.52 (206) 8) 255 251 -8222 BCEI 5781 fur: Erriers/A City Construction Pacific Hwy_ S. near S. 146th St. Tukwila, Washington SCALE: 1/4" DR. RES CH. REK 2X TOP PLATES 2X4 DIAGONAL BRACE, ALT. TO ROOF STRUCTURE O 32 O.C. CEILING (PER PLAN) 5/8" GYPBOARD WHERE OCCURS 5/8' CYPBOARD ON WOOD 5150 WALL COMPRESSION STRUT SCHEDULE LENGTH UP TO 4' -0" DIAMETER 3/4'0 CITY OF Tliinr9GA APNCVEii OCT 1 5 I:27 1 "0 1 -1/2'0 DATE: 1/1/97 APP. DEG REf EC ED c SHEET: PLAN A04 a o 6 �-7 _t - 49-.4 8A- INSULATION- ``, \— ROOF STRUCTURE 1 1 DOUBLE TRUSSES i t - -HVAC UNITS - i i � DOUBLE TRUSSES -T -- + 1 p [ !' r' • 1 d r J T f � - � X ).�� 1; .., _ 1 ''i- p I � ' i;. " j ,� ? kt i ) _ C J t T ''' (7 _YY_ �[= i 0 L _ _'f ;(Y. WA i , I J —,� 1 Al I I IIII I I i i i I ,. I 1 11 III II I I ' I AQU C I � � I ' o-, 1 � I11 1 I I I I.i I I III III I 1 ry II I I li ,I I III I I 1' I I I IIII 1 1 . 111 I I I I I II 11 I I )II O FF I I 1 I I I MENU BOARDS-- y SLATWALL . P R 19 GATT INSULATION g TYP. 0 EXTERIOR WALLS PAINTING LEGEND — WALK -IN COOLER \ n \ \ '1 DROP S,QFFlT G 8 0 -1 DROP S,,OFFIT BEYOND ® 6 -8. OPEN —/ O A9PRK 001 OR PPG NO _ % f P Oi OFF - WHITE, WH -740 -5 0059606 O AGATE GRAY, PMS 423C 3752 El r SALE= umisomt SLAB ABOVE & I - SEE DRAWINGS R -19 61010 INSULATION CONC. W/ VAPOR BARRIER • BELOW INSULATION SIDE ON BOTTOM STRUCTURAL BUILDING SECTION PREFABRICATED TRUSS r1 6 / SEE TRUSS DIAGRAM a I 1 O" (DETAIL 2 THIS SHEET) & 1 STRUCTURAL DRAWINGS TEINSUATON, 7YP. 7 p �SI M. f - - TYP. •� HVAC UNITS 1 1 1 I R. -30 1 ® ROOF BA STRUCTU L RE I __\ • Iw ' �o as.>ts�•�•r -I _ _ - _! _ _1 1/4'/FT, MIN. I ' d01 F" R -79 � .� \ALVAlikik-- id TOP OF TRUSS 10-'10" _Jz I L � i = ,\ t - GRAR9105 FNOCiA 1IIi ' I II 111 ? i l_ ACOU C .. S TIC t0 F 1 NSUL N, !I ACOUSTIC CL C BOTTOM "■1 401-0" r SEE S0 ., -. ONAL INFORMATION FOR .ADD \ SALES AL RESTROOM SALES AREA WALK -IN COOLER STORAGE BUILDING SECTION 2 TRUSS DIAGRAM /4. -1, 0' 1 N.T.S. nN ° . CIG,4R E / � CIA 1,4EP.CHN"OISER GRAPHICS / ALIGN _ 2 O UI 1'A UI' ! (21tLR PPiY IIS �D OCT 1 5 1697 m � j P � 5 - G � U , �F WAS � ° < � NO 1N� fl ENQ P ow 1BO n .ENUE S rs ' ON A L KE WASHINGTON 98032 (206) 251 -6222 0 I v l u II �I � j J I 111111,„11,; 11 I 1 ,, 1,,,,11011111 V II I ,I,I1h I 11 1111 I II;11111,1 1 I 1 I II 11 I I l,1 1 111i11 11 I 1 11) 1 1, 1 11,1 1 i I' 1 1 1111I� I;III IIII 111111 II, I II I I 11 F )111 VUI F I, 111, I i� 1: IIGIII 1 1 1 1 i i h I III ll I I1 11 1 1 I�1 1 C 1 I II I h � I i (1 1111 1 l ° 1 ? I 1 11111, I III Ir 1 (i 111 [11,11 - � ` O -.a �; / % / ,, / %; - _4 EXPIRES 01 -07 -•• BCE# 5781 a L T Ch Chevron RECEIVED SITE BUILT MARKETER BUILDING WOOD FRAME CASHIER ENTRANCE ., SALES - N or Emerald City Construction CITY OF TUKWIIA Marketing JUN Z 1 Q�. Pacific Hwy S. near S. 146th St. Tukwila, Washington Revisions renlwll c;tnitn SCALE: 1/4 " =1' -0" DATE: 12 -12 -96 DR. RES CH. REK APP. DBG INTERIOR � E SHEET: t INTERIOR ELEVATION o SALES AREA 1 /4.._1._0 .. 1_.__ I 1 - _ _.___--- .-__ -. 'ic • L _ __�- -�_ -.. __ -__� E r '' t - 5 �] E 4Clt, I, .. C ',D .'S. nr. l D B R : ! . „ �, `�:. cc, 83 F 33 - EQUAL _ �.,, - lk I ' 1 3 COAT CEMENT PLASTER 7/8" TYP. SHEAR PLYWOOD �/— CONTINUOUS 17 GA WOVEN ✓�/ FABRIC LATH ATTACHED W/ FASTENERS PER UBC /--- TABLE 47-C OVER 2 AYERS 15 # GRADE b' BLDG PAPER - • - ' +6' - 8" A.F.F. - IC FRAME: SEE DOOR SCHEDULE - ' Ill II! �, .t W- ' I I LAP PAPER OVER 'WEEP SCREED � STUD WALL W/ 5/8" GYP. 7 / BD & R19 INSULATION i (TYP ) DOORS: /" HLYWOOD WITH WHITE PLASTIC LAMINATE ALL FACES AND EDGES HINGES: DOUBLE ACING, SPRING GATE PIVOT HINGES MOTISES IN DOORS BOMMER '7000" SERIES OR EQUAL 11 1L R 19 1,1SULAl10N , L' } 11 II 1 -. i p 5 /8' GYP. BD. OVER P.R. MATERIAL WHERE APPROVED BY ` CHEVRON ENGINEER C C ONTROL .JOINT — A /8" CEMENT PLASTER DYER WOVEN WIRE LATH ON 2 LAYERS 15 LB. GRADE D PAYER. 5/ BD. OVER 2X6 STUDS ® 16" O.C. TYP. CONTROL JOINT, USG _I I II #75 = PAINT TO MATCH PLASTER I I FIXE -. �� I __ rn E `k I — \\ 'F —1, 'F f k CONCRETE CONCRETE SLAB, SEE STRUCT. \ - . M1 , OE - `,� ` - - -.•o '\ \ ,,OT S -STL 1 /8" PERFT q \ (OP) r - HOLD PLYWOOD OFF CONCRETE 1/4" MAX., FILL WITH SEALANT 1 3' -0" CLEAR , FINISH FLOOR 22 GA MIN GSM WEEP SCREED XXXX EXPANSION JOINT � i THRESHOLD 10 STUCCO WEEP SCREED 7 CEMENT PLASTER CONTROL JOINT 4, CAFE DOORS 1 NOT USED N0 S/'TLE .: 1 1/2' -1' -0" 3 " =1' -0" 1/2 " =1' - 0" - 1. cc N w I I _ s _._.. _..___._ -..... - - -� / � m -1/4' CA. STEEL PIPE 2 WIDE (CLEAR) @ TOP DF C_EAR) AND 1 WIDE @ RUNGS. S E r EVATIONS _ -- 3/4'' EXPANDED METAL / /� LANDING WELDED 1O PIPES 3/4 DIA STEEL RUNGS, TYP. j,. @ 72 O.C. WELDED -0 VERTICAL PIPS REF. CET .. O BELC .. - • PI 11/.. 0 14 PREFABRICATED L - M!N. AIR SPACE - GUARD DECAL. i g �,6 i, ' °'� —' ®16" O.C.. I , SHEAR PLYWOOD DS f/ POST WA (DCL #236) OR PLASTIC COVER W/ DECAL BY CHEVRON TS 4" 3/ WELDED 114 O 7/8" CEMENT PAPER OVER METAL PANEL J TRIM 5 NEE x F P. W/ O CRT STEEL TOP. FILL W/ CONCRETE & PAINT WHITE (WH - 835) ' �iU �I PR LAL .PANEL SHOD .DES CONT OVER I ALL P I N HOLE AT HOLES. , RETURN& WE i AREA TO RECEI'FE DECAL HEADER PER : 5 /e" GYP. RD tO PO : k / NOTE: USE 6' ONLY AT FUELING POSITIONS, 4 " - POSTS AT ALL OTHER LOCATIONS H � t - ' 1 YARD SURFACE. , \ 2x STUD WALL - EDGE CORNER SEALANT 5,/8" GYP. BD. COOLER WALL PANELS - �T 24 _ _ 2_ /2" x 3/8" BRACKETS (3 PR. MIN.) V4/ 3" BENT IN 'vARD @ WALL @ 4'-0" O.C., AN PIPE \ WALL D TO ANCHOR TO WALL W/ 5 // 8 "m .41vCP LAG BOLTS INTO 4 0 6 BACKER POSTS -- 2 - 1/2" x 3/8" BRACE /141 i '' • L► SEALANT •/ // ` • 1/8' FOAM WRAP .. 18'0 CONCRETE FOOTING ' : ` 2x4 \ SPACER - \ \ _ \ \ I \ / /; % / / / T � — \� J 6 32 OC. AT 11 NOT USED 8 COOLER WALL • STUD WALL - PLAN SECTION 5 STOREFRONT HEAD (JAMB SIM., CONTINUE STUCCO TO "J" SCREED 0 FRAME) 2 GUARD POST =1 3 " • - 0" 1 1/2° = 1 -0° 3/4 " =1' -0" 3/4 " =1' -0" 126 2 "x2 "x3/16 SQ. PLATE W/ 9/16" DIA. HOLE FOR BOLT NOTE: ATTACH CEILING MOUNT PREFABRICATED — 3 -1/2" DIA. M.B. EXTENDERS UPRIGHT EXTENDERS ,_TRUSSES 2x6 LEDGER (8' LONG) IN STRICT ACCORDANCE W/ MFR.'S W/ 3 -16d TO EA. CHORD RECOMMENDATIONS -- - - _.. ._. q35 - - "' SEALANT I !' I ALUMINUM - -. - - CITY OF TUI IiLik hr r " t1 J`U J `i ai N TU ,. .. �. CDR. '! PTDF CONT. BEARING BLOCK ATTACH TO VERTS. 'WALL �' M , _ I �_ �I'I SILL COVER - A34 CLIP 2 -1/2" END ` { i ® f1 f f _ � 1 "J" SCREED ! 5/8" GYP. BD. TE PROVIDE SHIMS ON T 0" ®PTOF. CO'• 4 TRUSS (BEM M'0e +:E FLAT' E •) ' N I � ! ; _ :M:::. LONG BRACKET 2 -1/2" x X 3/16" SEISMIC BRACE © EA. �' I, ■��1�.'!' f 'II ! '' _ IBM r ILLL,,, 0 STOREFRONT SILL I I III ' f'tPt h ' I A35 a 1 J FACE OF Si . DG. b - 8 1/2" WIDE x 7._2.. EXPANDED METAL DOOR - SEALANT • 1 1 2x4 W/ 2 +� 16d REQ'D / / I ----- _---- - _ IN -- --- - ,__- -- - _ _ - 11 - ": PROVIDE WASHERS ®GOWN. AS TO ' , _ CERAMIC TILE — . o ] CLEAR 4x4 2 -1/2" X 2- 1/2 "X 3/16" ANGLE BRACES. ATTACH - EXTENDERS W/ 1/2" DIA. M.B. CEILING LINE L WELDED TO VERT. PIPE FRAME. TACK WELD HINGES ` . CONCRETE SLAB O STOREFRONT AT SLAB - - TO LADDER &DOOR HASP ASP & LOCK. PRIME &PAINT ALL MIL. P: MATCH CEILING SUS.'2ACK ALL AROUND EXTENDERS ( ) TYP. 3° _- • / TO PLASTER/FASCIA — I x i MATCH ADJACENT GEM. • WALL. 1- 114" DIA. PIPE CIIT 15/16" DIA. 4- CEIL'G MOUNT EXTENDERS &UPRIGHT EXTENDERS BY PHILLIP MORRIS ( #26284 6 STOREFRONT SILL CONDITIONS 3 NOT USED MERCHANDISER WEIGHT W/ PRODUCT = 420 LBS. f — CEILING MOUNTED MERCHANDISER MORRIS ( #73104) STOREFRONT 8 FOOT BY PHILLIP GLAZING 1 1/2 " -1 -0" �( S } � �+ t•Y �P F WAS 0 9 ° - T R: P o ,. 4 F 1 [ .. S 4 ". y % � cJ \� m o • s /ONA ENS' - � /g' m [ n, yr EI SITE BUILT MARKETER BUILDING _ - \)I ::::ct;c / 9 JUN Z 4 IQs? . near S. 146th St. @ 12 O.C. + 2" ' 70'" (- ) FROM BOTTOM FRONT VIEW OF MERCHANDISER TO FIN. FLR. SIDE VIEW Tukwila, Washington V 1 / 4 ' ;M ) RUNG TO PIPE DST. Revisions ',Km !L..ItH SCALE: AS SHOWN - " "DATE: 1/1/97 DR. TS CH. REK APP. DBG 1 H I- I EXPIRES 01 -07 s9 ) I •. SCALE: 3 " = =7 0" 'LWD RAW. MD C.01 SPECIALISTS 18215 7 2ND AVENUE SOUT KENT W S 51 -62 98032 czDeS 25, -6z22 BCE# 5781 - DETAILS SHEET A06 ROOF LADDER 12 ��a CIGARS I I E MERCHANDISER p I 3 -..0 IC V; CG`SSAPY SOW 2O_OR___NOTES- • - GRAB BARS: H.C. ACCESSIBILITY NOTES 1. 'WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HA'.E A CONTFNUOUS COMM. SURFACE, NOT INTERRUPTED BY STEPS CR BY ABRUPT CHANGES IN LEVEL EY.EDENG 1/2 INCH, AND SHALL BE A MNWUM OF 48 INCHES IN NDTH. 2 SURFA.S PATH A SLOPE OF LESS 1HAN 6 PERCENT GRADIENT SHALL. BE AT LEAST AS SUP- RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. 3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREA.,R SHALL ' BE SUP- RESISTANT. .' 4. SURFACE CROSS SLOPES SNAIL NOT EXCEED 1/4 INCH PER FOOT. 5. WALKS, SIDEWALKS AND PEDESTRIAN WAYS STALL BE FREE OF GRATINGS • MiENEWR POSSIBLE. FOR GRATINGS LOCATED IN THE SUFIFAE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE .LOADED TO 1/2 NCH - N THE V ECTOR OF TRAFFIC FLOW. . 6. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NW IXC€ED 1/2 INCH. WHEN CHANGES N LEND_ DO OCCUR, THEY SHALL BE EXCEPT THAT °L CHANGES BEVEED WTTH A SLOPE NO GREATER THAN 1:2 AT LEY NOT IXCEEO: �;, :/4 INCH MAT E VERTICAL 7. FLOOR ON LANDING SHALL NOT BE MORE THAN 1/2' LOWER THAN THE THRESHOLD OF THE DOOR WAY. WHEN CHANGES IN (EVES GREV THAN 1/2 INCH ARE NECESSARY THEY SHALL COMPLY WITH THE RE LA ENENTS FOR CURB RAMPS. SECTION .7 me. 8. ALL ACCESS. ENTRANCES SHALL BE IDENTIFIED LOUTH AT LEAS' ONE VISIBLE FROM APPR OACMNG PFDESTRIANWAYS THAN TTANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS PEATRED, 9. EMERY REWI T E HE INSTAL TI PASSAGE DOORWAY 91ALL AN 5 F CF A T AS TO PERMIT IN R, 8 I SS AN EET IN N OT LES S T IHAN 6 6 F EE A DOOR NOT LE BE CAPABLE AND NS NG A FT, D HEIGHT. ODORS SHALL RE S P E 50 H BE ME C LEA E ROTH O E 1 LEAST DOORWAY IS N OT LESS SHALL SS THA N 32 INCHES. ALAI TOR S xARE G IXITWARO IN E 11E DOORY I N LEHA � ALL DOORS SHALL SWIG THE PATH OF TAA4EL TO SGT. . 10. LATCHING AND LOCKNG DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAWL SHALL BE OPERABLE MTH A SINGLE EFFORT BY LEVER TYPE RETORPRE, ANIC ARS, PUSH -PULL A CTIVATING BARS, OR OTHER HARDWARE DESIGN TD B PRONE PASSAGE igull REWIRING THE ABILITY TO GRASP THE OPENING HARDWARE ;11; HAND ACTIVATED DOOR OPENING HARDWARE SOUL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FLOOR. 12 DOOR HARDWARE SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWAE . OR EFFORT. 13. BATHROOM ACCESSORIES, SUCH AS GRAB BARS TOWEL BARS, SOAP DISHES, ETC., ON OR WHIN WALLS SHALL BE SEALED. AGAINST MOISNt1E. UBC 510(B). 4. ABOVE FLOOR. FLUSH VALVES SHALL BE MOUNTED ON THE 1M DE SI TOILET AREA AND WITHIN 40 OF THE FLOOR. THE FOR. REWIRED TO .ACTIVATE THE CONTROLS SNAIL NOT EXCEED 5 POUNDS. CPC 1502 15. HOT WATER AND DRAIN PIPES UNDER ACCE59BLE LAVATORIES SHALL E. ALL BE NO SHARP OR ABRASIVE SURFACES UNDER L ATORIES CPC 1500(8) TIGH3 16. FAUCET CONTROLS SHALL BE OPERABLE WITH 011E HAND AND SHALL NOT Y - cam! I I REWIRE" CLEAR • SPACE _ 12' _ ° '� ' hA N _ '1,,- - % I. �\ I ,r 'd M M1 t L ICP 1 ,5' . N+ EP,CR • FJ !2CD :LCAI: FACE � ` - ��- - - -� -- - -- � -� - - - a Pa FUR A ?0 Q: HE - S DOOR I_ - I+ L 1 ,CDR WIDTH SHALL BE 3-0" NOMINAL OPENING. 2 UNINTERRUPTED SPACE AT BOTTOM OF DOOR SHALL BE 10 3. h C REVO:V NG DOOR ALLOWED FOR ACCESSIBLE DOORS. - THRESHOLD MAXIMUM HEIGHT SHALL BE 1/2" WITH MAXIMUM VERTICAL C GE Of • /4" X;i DOORS SHALL B OPENABLE FROM INSIDE WITHOUT USE OF KEY crEC OR ANY SPECIAL KNOW -�DGE OR EFFORT. D_Qafi HA RDWAP = NOTES, 1 DOOR HARDWARE SHALL BE OPENABLE FROM SINGLE EFFORT, NO GRASPING CR WRIS MOV`MENT (LEVERS, PUSH -PULLS OR PAN. D'E:�CES ARE ACCEPTABLE). - 2. DOOR HARDWARE SHALL BF. MOUNTED AT 30 " -44" HIGH. = LL �t'�VAgJ � CI OSIIRE PRfSSI;RF; • - 1r 2 . 1 G °R 2 - - 6' L +1iti --- "� :r 3' -0" MIN. 1 1/4° TO 1 1/2" 1 1/2 M.. 1. LOCATE GRAB BARS ON EACH SIDE OR ONE SIDE AND BACK OF. TOILET, TOILET ABOVE AND PARALLEL- LA TO THE FLOOR EXCEPT WITH A TANK-TYPE TOILET WH:CH OBSTRUCTS PLACEMENT, THE GRAB BAR M:Y "E AS . Q AT SIDE TO 42" WITH FRONT ND 5 :ACK N � I b <- � L _- Z.,' f -- - \ \ f - - � BAPS BE LONG '• - A BARS IN BACK TO BE 36 LONG. DIAMETER OR , ' IN G' ' • •o CE IS REWIRED TO G_ 1 1/4" TO 1 1/2 OR SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING SURFACE. 2. IF GRAB BARS ARE MOUNTED ADJACENT TO WAIL THE SPACE BETWEEN WALL AND BAR 15 TO BE 1 1/2" 3. GRAB BARS SHALL NOT ROTATE. 4. GRAB BARS AND ANY SURFACE ADJACENT TO 1HEM CANNO? HAVE ANY SHAF.P - m N �� \ \\\ INTERIOR DOOR = 5 POUNDS EXTERIOR DOORS = 8 POUNDS ONLY >} Ai'L. Aj._Q '.Ti E 1�00� (CALIFORNIA ( ) OR ABRASIVE El EMENTS. EDGES ARE TO HAVE A MINIMUM RADIUS OF 1/8". / 5. GRAB BARS AND MOUNTINGS SHALL WITHSTAND 250 LBS. - - -ti4`�S (WHERE OCCURS) FIRE DOORS = 15 POUNDS 2 DOORS 1 TOILET ACCESSORIES • i. tiC 4i.[ i NO SCALE - " - - - - (---'--- / 1 12" 3 6 \ L 1 CBS - - - -� \` -I -' % w - } � 0 2' C' O - 1-1 L. A - 1 �� B 1A ^ ° 1=1 c - Z ® W ® r� 1-. O 6 Q 4 ? z � L i Z t- , S - 6, `g � ® ? - - orA1 RESTROOM EQUIPMENT O RECESSED BOBRICK 8 -353 SAN. NAPKIN DISPOSAL 1 SURFACE MOUNTED - BOBRICK B- 2802X2 SAN. NAPKIN - DISPENSER O PAPER TOWEL DISPENSER BY SCOTT PAPER O SOAP DISPENSER BY SCOTT PAPER O NOT USED O COAT HOOK BOORICK B -2116; MOUNT 0 +48" A.F.F. O TOILET TISSUE SCOTT 9685 OR EQUAL DISPENSER SEAT COVER SCOTT 9516 OR EQUAL V ' - �� DISPENSER: BOBRICK SERIES B -6206, O$ GRAB BARS: 1 1/2 BRADLEY ,SERES 3 42" 8 -12, i 7/2.," DIAM., 36" .dc 42" -' O MIRROR 2' -0'X 3' -0"X 1/4 ": PLATE GLASS, CUP MOUNTED, FRAMELESS. W/ "J" MOLD ®BOTTOM 1 O DIAPER DISPOSAL AMERICAN INFANT -CARE PRODUCTS 11 NOT USED .. 12 WATER CLOSER SEE SHEET P -1 13 SEMI- RECESSED V /ASTE ROBRICK B -3644 •- TTH O RECEPTACLE (W 4" SKIRT) 14 LAV- SINK SEE SHEET P -1 1 cJ INFANT CHANGING TABLE' AMERICAN INFANT CARE PRODUCTS CORPORATION "DIAPER DECK", SUPPLIED BY CHEVRON 1 - .. 0 TTPICAL RESTROOM ELEVATIONS / MOUNTING HEIGHTS • - -, 1 L i I-ADA ROCW SIGN 9 .TIRE:: U Ttll ° ' L 90 E CONTRAST BE CENTERED FROM ON SHALL UPPERCASE CHAMPS MEll }- 1/4' !/ • I , 170661... WITH ON THE DOOR LATCH SIDE BE RAISED No. 0600710. TOTE sRE THEIR BACKGROUND. DOOR 60" ABOVE FLOOR -AND. IN COLOR AND CONTRAST. - OF DOOR. 1/32" MIN., SHALL BE AMIN. OF .CHARACTERS ACCOMPANIED BY NOTES 1: CHARACTERS AND SYMBOLS SHALL 2. .IDENTIFICATION SYMBOLS ARE To ARE TO - BE DISTINCTLY DIFFERDIT 3. PROVIDE ROOM IDENTIFICATION SIGN 4. LETTERS h NUMBERS ON SIGNS 5/B" HIGH & SHALL BE SA.NS -SERIF GRADE 2 BRAILLE 5. ADA SIGNAGE PROVIDED BY CUSA, L� RESTROOM SIGNS . ' - NO SCALE a � tx1-7000 I - ..- s' -o" I CITY OF TL7par)t0. Hq s. c ,,,,oh �l s( Ry `' l �� O F WASy c B _ O P 4 ;97 ED � .∎ '� 9 1 28527 p k , y ' STEW', p �G ' L E..*'' 6 / /V? ® a 15 ® .., ` AIL TYPICAL GRAB BAR N ® � �8 .415. Ad \I f -�, i j f , 3 - - �I �. X �" ' ® cLEA.R SPACE I EXPIRES 01 -07 -99 I 16215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 (206) 251 -6222 BCE.* 5781 Chen n RE6E41/ED - - SITE -BUILT MARKETER BUILDING I 4 a � � / �I ws- e, ` WOOD FRAME for: Emerald City Construction o 0 Marketing ::: PacSCA 146th Tukil' Was - ' - LE: xP S SHOWN DATE: 1 /1 /97 DR. RES ' CH. REK APP. DBG 1Q A isc. Clarifications s -21 -97 RESTROOM LA - ENLARGED FLOOR PLAN ENLARGED RESJRM PLAN ELEVATIONS / DETAILS SHEET: A07 ; r /8 ,_ 1 ,_ 0 , r *AM ■■ ■■:■ l■■:■■■ �■■ ■ o ■■o ■■ . ■ ■■■Iu ■ ■■/� ■\u.. •■■■■Su ■■■■ Il i■. . ``��i! ■ •H C : C ■■ ..0 . �■�G . ■ ■ ■■■n■ :�. ■ ■■u.e i ii■.. U U■■■ ■�•. u ■u . _ n '■u ■ I ... ■■ u. iii Elv ` ■■y�.w ■■ ■. ■ ■■■ ■■2211.■®■■■ ■■•■■u■■■■i ■■■•■■■uu• ■ ■� iil u ■�i■■�■■■�■.■�■ ilua■■ee ■.■ ■■■�■■■■■ � .. ■■ .■emu:: ■ �i.�.■ ■ \ ■■ ..oi ® ■ u ,� .■� ■ ■• ■.o■ ■■� ■f■■■■■.. ■>• un u n■■u.u■11;11 ■■ ■ 111112.■■_ 22122■■■.■ �■eua22 � ■■■ .■■ ■..•i.. ■ ■�� L I":i■.1` ■ . ■■\■ ■.�`e ■1. ■ \ ■. _ ■■.u■■u ■ ■i■ i■e■■■. ■■■ ■.I ■■■■■�■u . ■ ■ ■n.■ ..... ..■CIS . ■_■■ ■ ■� ■.■�.■■ ■ ■�22�■■ ■.0 U h� ■:...e: ■.��� 7■\ ■O.■ :..feel: ■■����.■ ■■ ■� ■... ! ■ IU■■I�■..UUIU■■.■I■..�� .■.. ■- 1 1...11 ■ ■ ■e ■ ■ ■.u�� I. ■■..■■ ■■■■■ ■ U■ ..■U■■■ ■■■■e■Uee ■�■ ■ F.. ° ■■��■. .� .. ■: ■..: emu, a■9■■: u ■ �� o IUii. ..■E"000U.. iia■ :C= :::� UUUU �e■u I ■u ■ ■�\u u 0..::e■ \■ °�'■. U..■\ O..O�``'■! u\■■ m ■�\■■ .. \`'■ ■ ■u■ ANILLL iuiu)tniii .i m 1411 Immo ��� ����� ��uu��� i� .�....... � . ■....,; ew. =e.:: _:.■ ■e ■. ■.: A ■k■a : ■■1 ■.::.■ ■. ■ ■L1U. ■. � — ICI -I 1 �7�I1 -o1�3 START PATTERN WITH FULL TILE AT WALL SCALE: 1/4" = 1' -0" TILE LAYOUT PLAN / -ALE TO CABINET KICK BASES BEVERAGE ISLAND TO BE PLACED OVER TILE START TILE PATTERN ® CENTER OF DOOR Li. _3 INTERIO1' RINI''SH SPECIFICATIONS FLOOR TILE FURNISH fn.'x5 '16" GLAZED, VITREOUS PAVERS AHD COVE BASE, AS MANUFACTURED BY DAL -TILE CORPORATION. CHEVRON OLSCOUNT APPLIES: 1900 VITRESTONE SERIES, FIELD COLOR #1918 ° BLUESTONE' W/ 15% ABRASIVE, ACCENT COLOR #1917 " GREYSTONE" 'W/ 15% ABRASIVE, $1.95 /S.F. .ACCENT COLOR #1921 "GREY GRANITE' W/ 15% ABRASST, $1.95/S.F. .(NOTE: ACCENT TILE IN SALES AREJ N Y SEE ACT ALTERNATE FOR SALES AREA ON SHEET A01 BASE: BURKE RUBBER COVE BASE, 4 ° H, COLOR #672P 'GREY 3LUE' TYPICAL. THROUGHOUT EXCEPT AT RESTROOM DAL -TILE #P -5481 SQUARE -TOP BASE, 4 "H X e" L, COLOR #1918 ° BLUESTONE', AT RESTROOMS ONLY NOTE: TILE AVAILABLE FROM DAL -TILE WAREHOUSE AT CHEVRON NATIONAL ACCOUNT PRICE. PAVERS TO BE SET ON DIMENSIONALLY STABLE CONCRETE SUB - FLOOR TO CONFORM TO ANSI A108.5 W. ACRYLIC MODIFIED DRY SET MORTAR. ALL DRY SET MORTAR IS TO 6E MIXED W. "ACRYLIC ADMIX IN LIEU OF WATER. FLOOR TILE GROUTING IS TO CONFORM WITH ANSI A108.10 FOR GROUTING OF FLOOR TILE WITH ACRYUC MODIFIED PORTLAND CEMENT GROUT. ALL GROUT IS TO BE MIXED WITH LIQUID WHICH CONSISTS OF ONE PART CLEAN WATER AND ONE PART ACRYLIC MOR- TAR ADMIX AS RECOMMENDED BY MANUFACTURER. GROUT DAL -TILE #47 'CHARCOAL' WITH DQ -1008 LATEX ADDITIVE CLEANING CLEAN TILE SURFACES AS THOROUGHLY AS POSSIBLE ON COMPLETION OF GROUTING AND REMOVE ALL GROUT HAZE. ACID BASED CLEANERS SPECIFICALLY PROHIBITED. RINSE TILEWORK THOROUGHLY WITH CLEAN WATER BEFORE AND AFTER USING CHEM. CLEANERS. POLISH W/ SOFT CLOTH. DO NOT USE LIQUID SEALERS ON CERAMIC FLOOR TILE, T LE- ND DAL -TILE GREYSTONE (1917) n BLUESTONE (1918) GREY GRANITE (1921) 7, SEE TILE SPECIFICATIONS THIS SHEET SEE VCT ALTERNATE ON SHEET A01 Chevron Marke RECEIVED 9 CITY OF TUKWILA JUN2U1997 Revisions Miscellaneous Clarifications 6/18/97 SITE -BUILT MARKETER BUILDING WOOD FRAME CIT0 pF t ^f ,. C,CT 15 15`. �,HA� �� OENG „, •w® wnmc 2222 omcx sinAS6 18215 72ND AVENUE SOUTH KEN`, WASHINGTON 99032 ; zee) 251 -8222. BCE* 5781 or: Emerald City Construction Pacific Hwy. S. near S. 146th St. Tukwila, Washington SCALE: 1 /4 " =1' -0” DR. RED CH. REK TILE LAYOUT PLAN $1.95/S.F. 4Y DATE: 1 /1 /97 APP. DBG SHEET: A08 15 C •I 2' -u` CLEAR 2 " -6" 2 -. 2' -0" ,IL 71' I I ��, eIIIr P J.F. 1 i I I T I � _ --- __ - --- _- IJ I Ir 1 1 ' II I I II ILI IJ I I I 1 f J I < j 36" HIG. _ __I ,' \\ \ ` / rti .. 'Gi,!SHER ELECTRONIC � - IRS) SAFE - - -- I �I 34" HIGH \ o rn 13 ELECTRONIC SAFE • L H 4 EDGE OF COUNTER TOP y I 1 - 3/P. ELECTRONIC POINT OF SALE (E.P.O.S.) TSP L(WAYNE /DRESSER #WAYNE PLUS /2) TYP, OF 2 1 i SLAT WALL AT CABINET FACE (BELOW COUNTER) I I I r-1 - 4 P — 1 F I E.P.O.S. ( 8 I E.P.O.S. I �{ I L _ _I L I I OD r — tiTr / I l / SL.A "1ti: 13 TCH I j TER CORNERS / — Q•_6 =• 5 -0 " 2' -0" O J . no3 I SLAT WALL AT ❑j I CABINET FRONT I Q1 m (BELOW COUNTER) , L _I L r . S-5" CLEAR - / 11'-6" i SALES CABINET - WALL PLAN , 1 SALES CABINET - TOP PLAN 3 _1. _0„ . � �. I J I — , . _ ,.....4 3 c C OIO 0L \ , i 1Ij i IIIIIj11 0 - SLATWALL ^ II 1j1111 •- SLAT WALL TO MATCH uJ �'- FINISH ALL EXPOSED EDGES 2" TY "P. El n 11 I 0 II - I - /( 2,r TYP. b j ELEVATION ELEVATION 2 ELEVATION - 3/4 " =1' -O" 3/4"=1.--0" ©1 NOTES - CITY O I',��ILA � El WALL GONDOLA: 12 D X 48" L ANGLED WIRE BASKETS ON L) SLAT WALL, 3 SHELVES HIGH. OCT ;�1 t 5 E27 L� 1 CABINET DOORS AAE FLUSH MOUNTED W/ HIDDEN, SELF - CLOSING HINGES. PROVIDE DOOR BUMPERS ON BOTTOM SHELF RAIL 3❑ SALES COUNTER TOP AND BACKSPLASH SHALL : ,;. ,... BE FINISHED W/ NLVAMAR ARP SURFACE "STORM GRAY MATRIX TEXTURED p q SALES CABINET VERTICAL SURFACES: NEVAMAR "LAMATES'• H n *WRITHE SLAT WALL TO ..T .H'' -' Z; -_ -_- - -- _ © _- - ry J ' . 5— - - -- h --- — -- - - " -- " -' - -- "- - - - - -- - -" cc I \ • - ` J = c J r, � I - 1 I 1 =J D MA GRAY" P , 5 G%i. A`"' ` Q CABINET SHALL BE INSTALLED DIRECTLY OVER CONCRETE j ` FLOOR. - ~ � � `,/ � ( '� ? E r © 4" VINYL RUBBER BAS A .e O • 2 7❑ ADJUSTABLE SHELVING &STANDARDS. - ?63 , AFC 8 I O 4�. IC E PROVIDE 1 1/2 DIA HOLE W/ PLASTIC GROMMET ON COUNTER TOP, �' /p I � c,`' K0, , . '� SHELVES, AND BASES. VERIFY EXACT LOCATIONS W/ OWNER'S REPRESENTATIVE. NA EN AWQENQ\ Chevron RFCFIVF,, SITE — -BUILT LDiNG B UILT MARKETER BUILDING WOOD FRAME $ m FOR: EMERALD CITY CONSTRUCTION CITY O F TUKWILA Marketing ,U 4 - - Pacific Hwy S. near S. 146th St. I Tukwila, Washington F.L +E CXPNGJISHCV L - DUPLEX CUTLET J J (HY OTHERS) r / ELECTRONIC-- �I 7 SAFE 11 © 7 \ g EXPIRES :t - 07 - 99 IMERCOM M AIN STATION W TERMINAL BOX BELOW COUNTER TOP. ❑ / Revisions ttH MITCENTER SCALE, AS SHOWN DATE 12/12/96 DR BGW CH. REK APP. DBG 'RENT, 72ND HINSOON 98032 ❑ HARDWARE EINSITALI SESONEMNSTRUCTIONSL REFER TO SONOCO ROLLMATf.' (206)251-5222 11 RECESSED METAL DOOR PULLS. BRUSHED CHROME FINISH BCE% 5781 BC E% J/ 67 /� 6 I ELEVATION I ,C' '}'� PLANS S T,'� SMILES COUN 1 ER f SHEET: /� A09 3/ 1 ,. 1 . 0,. PROVIDE 6" m— FVC SLEEVE • 42" A.F.F. PREFAB. COOLER N;AL L NOTE: DO NOT ATTACH MILLWORK TO iPREFAO. COOLER WALLS 3 /4' =1 SPLASH TYP, 3 WALLS CABINET - TOP PLAN PA ETA6 COOLER ALL 5050 DO NOT ATTACH SSLL'NORK TO PREFAB. COOLER AALLS 4 CABINET - WALL PLAN Lyl PROVIDE PVC SLEEVE @ 42" A.F.F. \N.. • N ■ ■ ... - C'L. EAR , US C'r. I TREPTABLE '4ERIP ?' S'ZE SNEEZE GUARD (SEE EQUIP. / SCHEDULE) / r "COOK -N -- ;TOLD" BURRITO PREP DROP -IN, VERIFY TABLE - VERIFY CUT-OUT SIZE SIZE 4' -1" CLEAR Ti / HAND SINK -- O 2'- 4" CLEAR STEAM TABLE CONTROLS -- BLDG. WALL FACE OF CABINET- EDGE OF COUNTER TOP SNEEZE GUARD (SEE EQUIP. SCHEDULE) DROP -IN STEAM TABLE - VERIFY CUT -OUT SIZE BLDG. WALL 3/4 " =1' -0" 3/4 " =1' -0" 1 ISLAND CABINET - WALL PLAN ISLAND CABINET TOP PLAN NOTES • BUILT -IN CUP DISPENSER, STANDARD SIZE ROYSTON #CJ -170 2❑ BUILT -IN CUP DISPENSER, JUMBO SIZE, ROYSTON #CD -172 3Q SAES COUNTER TOP AND BACKSPLASH SHALL BE FlNISHED W/ NEVAr ARP SURFACE "STORM GRAY MATRIX TEXRJRE. "M4R • SALES mME GRA CPBINET Y. ERDCAL V SURFACES: 3/4 THICK NEVMAR- "LAMATES • A NLESS CAOTkIEBINETS SRWHALL NOTED. BE INSTALLED OVER CONCRON FLOOR, ISE © 4" VINYL RUBBER BASE,BURKE /872P "GREY - BLUE". 70 ADJUSTABLE SHELVES AND STANDARDS. 8❑ WASTE CONTAINER 9❑ PRONDE 1 1/Y EDIA HOLE W/ PLASRC GROMMETS (WHITE) ON CABINET TOP, SHELF PND845E BELOW TOP, AS REVD FOR.. ELECTRICAL CORD. 1A "WASTE' DECAL ON CABINET DOOR FEAPS, BY OTHERS �]1 RECESSED METAL DOOR. PULES, BRUSHED CHROME FINISH. Q2 CABINET DOORS ARE FLUSH P ERS OH A HIDDEN; SET CLO SING HINGES. Pft0�1D DOOR BUMP ON 8 1'i0M SHELF RAIL Q PLASTIC TRASH GUARD. ATTACH TO CABINET DOOR. ® PROVIDE CUT -OUTS AS REVD FOR ELECTRICAL CONDUNS AND PLUMBING TUBING. 10' -3" Chevron ECEIVED CIT rOF Mau Marketing JUN 2 4 1997 °CflMr7 uENTE . Revisions WOOD FRAME Tukwila, Washington SCALE: AS SHOWN DR. BGW CH. REK CABINET WALL PLAN CABINET TOP PLAN CITY CF TUKWILA 0" T 1 5 1:T37 BCE% 5781 SITE -BUILT MARKETER BUILDING FOR: EMERALD CITY CONSTRUCTION Pacific Hwy S. near S. 146th St. UFO RANNMD AND D®QI SoMf IS7S' :8215 72ND AVENUE SOUTH KENT; WASHINGTON 98032 (2118) 257 -8222 DATE: 1/1/97 APP. DBG SHEET: ADO •, l li li 1 , _ ..„, .,, -- H -----j L.. .4 i i L II nal 5 BEVERAGE ISLAND CABINET — SECTION (3) SPRING HINGES FLAPPER "WASTE" DECAL— --\•-,-,,-_--,_:-- r / ii BY OTHERS * / ---- —, „. ----4,--4 PLASTIC LAMINATE-- ,e , --,------__ coNT. 2" ALUM, ELAp STOP. EDGES, TYP, Ir- ., PLASTIC IRASI GUARD ',RASH CONTAINER-- ------- I 11 I ' Ak- r. ,,,,,,,_:, RC . , HREAAD, C S.ITEIH 6" PVC SLEEVE 8, / 8 _ / 3.. :/./ B. ..., 0 8 :4-2 A__ E 1 TO B , .. = ' 2 1 O.S.R. CABINET — ELEVATION PROVIDE REMOVB2E ACCESS TO FLOOR SiNK NOT: INSTALL BEVERAGE BAND CABINET OVER BASHED FLOOR NOTE: INSTALL BEVERAGE ISLAND CABINET OVER FINISHED FLOOR 8 BEVERAGE ISLAND CABINET — SEC I j 41 Ei --HAND SINK 21--n 4-3 1,3 O.SR CABINET — SECTION BEVERAGE ISLAND CABINET — ELEVATION O.S.R. CABINET — SECTION NOTE: INSTALL BEVERAGE ISLAND CABINET OVER FINISHED FLOOR BEVERAGE ISLAND CABINET — ELEVATION STEAM TABLE CONTROLS WASTE 3 I SNEEZE GUARD DROP IN STEAM TABLE I I i NOTE: INSTALL BEVERAGE SCANS CABINET OVER FINISHED FLOOR Lft SHOWN @ ANGLE Q.S.R. CABINET — ELEVATION E SHOWN E. ,BURRITO PREP TABLE SNEEZE GUARD SEE EQUIP. SCHEDULE STEAM TABLE [—SNEEZE GUARD I CONTROL SEE EQUIP. SCHEDULE O . LANO SUNNI. AND DESIGN SPECIAUS15 la 73H VGEZT Zog ( 206) 251-6222 BCE*. 5781 "COOK-N-HOLD" SHOWN ANGLE 4 NOTES E BUILT-IN CUP DISPENSER, STANDARD WE, ROYSTON #CD-170 E BUILT-IN CUP DISPENSER, JUMBO SIZE, ROYSTON iCD-172 • SALES COUNTER TOP AND BACKSPLASH SHALL PITORrGIRYTVIAANZIUE. ARP SURFACE rI E SALES CABINET GRAY. Nome. SURFACES: 3/U THICK NEVIAAR • LAMATES T "MARITIME E aCA OVER CONCRETE FLOOR, E 4 VINYL RUBBER BASE. BURKE #672P ,REY-BLUE E ADJUSTABLE SHELVES AND STANDARDS. • wAs-rE CONTAINER E PROVIDE 1 1 /2 DIA. HOLE W/ PLASTIC coommus ( wHrrE ) ON C TOP AND BASE BELOW TOP, AS REQ D FOR E - WASTE . DECAL ON CABINET DOOR FLAPS, BY OTHERS. El RECESSED METAL DOOR PULLS. BRUSHED CHROME RNISH. • rAGET RFUDEISOVEVA grkTDWELLEL''" E PLASTIC TRASH GUARD. ATTACH TO CABINET DOOR. E rt,I3VA AS REOID FOR ELECTRICAL CONDUITS AND Marketing JUN 2 N 1937 Revision s PERMIT CENTEF Tukwila, Washington SNLE: AS SHOWN 13R. BOW CH. REK SITE-BUILT MARKETER BUILDING Chevrop RECEIVED OOD FRAME OF TUKVVILA FOR. EMERALD CITY CONSTRUCTION CITY OF TUKWIU APF-ROVIED OCT 1 5 1.'-37 .. As • Pacific Hwy S. near S. 146th St. DATE: 1 /1 /97 APP. DBG CABINET SHEET: SECTIONS / ELEVATIONS All 35 30 ABOVE O.SR ii OVERHEAD CIGARETTE MECHANDISER 0I73F 110113 WATER HEATER OVER MOP SINK RESTROOM L a 1 i � �� I . II!L_ T I 1 - S 00 - ELECTRICAL EQUIPMENT SEE ELECTRICAL DRAWINGS STORAGE I/4" - Pqioi LI3 I 50� HIGH II 1 � 20 L... SHEL`A!4G CO2 TANK W/ CHAIN RESTRS AINT r j 1 L FLOOR �P SINK ) T J II JJIQ t I ISOTONICS SODA HSOOA. T WA k'.EA WAIETt ] SHELYT ] SHEL r5 IJ SHELVES I i SHELVES J 3r�LVFS J SW1�£5 MERCHANDISING / EQUIPMENT PLAN 7 L_ J _J UNE OF ACM FASCIA ABOVE T 28527 F C /S TE"� S ' N/ L R. I EXPIRES 01 -07 -99 I GH ,ND MANNING Alin OF9Ri WE1,µ151S, 18215 72ND AvEN0E SOUTH KENT, WASKINGTON 98032 (206) 251-6222 BCE* 5781 ITEM NO. 1❑ ITEM NO. EOU /P.LENT SCHEDULE (FURNISHED BY OWNER) COFFEE BREWER LIGHTED PASTRY DISPLAY MICROWAVE O CN COFFEE GRINDER CUPS, LIDS & ACCES300ES UNIT WATER FILTER SYSTEM SEE 4/P01 ICE - MAKER -800 LB. REMOTE CONDENSER PAPER TOWEL DISPENSER BABY CHANGING TABLES DIAPER DECK 10 BASKET MERCHANDISERS it OVERHEAD CIGARETTE MERCHANDISER TIME DELAY SAFE SLATWALL MERCHANDISER EPOS -RAG -IN -BOX RACK W/ SEISMIC BRACING TO.ALLOW FOR CO2 TANK REPLACEMENT 12 -HEAD POST -MIX W /ICE DISPENSER YOGURT MACHINE YOGURT TOPPINGS CONTAINER UNIT FREE - STANDING GONDOLA - 36 FREE- STANDING GONDOLA - 48" GONDOLA END UNITS /VENDOR DISPLAY 36" OIL MERCHANDISER RACK COOLER /FREEZER MERCHANDISER DOORS 30" X 72 ", W/ LOCKS RESTROOM DIAPER WASTE CONTAINER DIAPER DUMPER '2F SUB PREP TABLE 26; BURRITO PREP TABLE PROOFER /BAKER TRANSFER CART TORTILLA STEAMER CROWAVE OVEN 12" MEAT SLICER COOK N HOLD STEAMER TABLE WORK TABLE CONVECTION OVEN THERMO SEALER SUB. SHOP MENUBOARD BREAKFAST MENUBOARD BURRITO BURRITO MENUBOARD CONDIMENT TRAYS SNEEZE GUARD SNEEZE GUARD WALL HUNG SHELF HAND WASH SINK • VEGGIE SINK DESCRIPTION DESCRIPTION 3 .COMPARTMENT SINK OIm1F7C 0f TLA Marketing JUN 2 1 1997 Revisions Q MISCELLANEOUS CLARIFICATIONS 1 6/19/97 WOOD FRAME QTY COST 2 SINK SCHEDULE (FURNISHED Sc INSTALLED BY GENERAL CONTRACTOR) QTY GEMINI FEDERAL AMANA COATIS AMERIPURE MANITOWOC SCOTT PAPER AMERICAN INFANT CARE CORP. PHILLIP- MORRIS TIDEL DRESSER -WAYNE HODGES SERVEND TAYLOR TOPPO SUGGESTED MANUFACTURER S.S. DROP. IN 17X17 SINGLE DRAINBOARD S.S.P. SITE - BUILT MARKETER BUILDING for: Emerald City Construction Pacific Hwy. S. near S. 146th St. Tukwila, Washington E011IPMENT PLAN SUGGESTED ANUFACTURER MODEL # 312 LCT -2 RFS -BB Di G MEN & WOMEN RESTROOMS 8 FOOT TACO 110 PLUS 3 BIB 4C MD -302 162 704CN 14 ARDCO ENERTECH AMERICAN INFANT MEN & WOMEN CARE CORP. RESTROOMS TRUE . #TSSU-- 48 -18M 1 TRUE #TSSU- 27 -i2M. 1 NU WE XOP -3/9 1 NU VUE SB -2 1 FRESH- O -MATIC 1 LITTON SNAK -700 1 GLOBE #3500: 1 WELLS SMPT 1 DUKE E2 -DLSS 1 DUKE E400A -7230 1 LINCOLN IMPINGER i PACKRITE - P -12 W/H -GRIM 1 MAINSTREET 24 -96 -152 1 MAINSTREET 24 -96 -156 1 MAINSTREET 24-96-156 1 RUBBERMAID #3534 1 CUSTOM SUB SHOP 1 CUSTOM. BURRITO 3 METRO ERECTA MODEL 155 -4 3C17023 -2 -18 SCALE: 1/4 " =1' -D" DATE: 171/97, DR. RES CH. REK APP. DBG SHEET: Y01 Item Minimum f'c 28 Days Max w/c ratio (non -air entrained) Max w/c ratio (air entrained) Max. Slump (Inches) Min. Cement (sacks /yard) w /out MBA with MBA w /out MBA with MBA Footings 3000 0.58 0.46 5 8 5 1/2 5 Stem Walls 4000 5.44 0.35 4 8 6 5 1/2 Slab & Walls 4000 0.44 0.35 4 8 6 5 1/2 All Other Concrete 4000 0.44 0.35 4 8 6 5 1/2 Condition of placement and curing WAS & Slabs Footings Min. temp. fresh concrete Above 30' F. 60 55 as mixed for weather 0 to 30' F. 65 60 indicated, degrees F. Below 0' F. 70 65 MA. tem- fresh concrete as placed, F. 55 50 Max. allowable gradual drop in temp. throughout first 24 hours after end of protection, degees F. 50 40 AREA DEAD LOAD LIVE LOAD ** PARTITION LOAD CONCENTRATED LOADS ROOF ACTUAL 25 PSF *(SNOW) - -- - -- GENERAL NOTES These General Notes are to be used as a supplement to the Specifications. Any discrepancies found among the Drawings, the Specifications, these General Notes and the site conditions shall be reported to the Architect. who shall correct such discrepancy in writing. Any work done by the General Contractor after discovery of such discrepancy shall be done at the General Contractor's risk. The General Contractor shall verify and coordinate dimensions among all drawings prior to proceeding with any work or fabrication. The structure has been designed to resist code required vertical and lateral forces after the construction of all structural elements has been completed. Stability of the structure prior to completion is the sole responsibility of the General Contractor. This responsibility includes but is not limited to jobsite safety, erection means, methods, and sequences; temporary shoring, formwork, and bracing; use of equipment and construction procedures. Construction observation by the Structural Engineer is for conformance with design aspects only and is not intended in any way to review the contractor's construction procedures. Standards All methods, materials and workmanship shall conform to the 1994 Uniform Building Code (UBC) as amended and adopted by the focal Building Official or applicable jurisdiction CONTRACT DRAWINGS / DIMENSIONS Architectural Drawings are the prime Contract Drawings. Consultant Drawings by other disciplines are supplementary to Architectural Drawings. Report dimensional omissions or discrepancies between Architectural Drawings and Structural, Mechanical, Electrical or Civil Drawings to Architect prior to proceeding with work. Structural Drawings shall be used in conjunction with Architectural Drawings. Primary Structural elements are dimensioned on Structural Plans and Details and overall layout of Structural portion of work. Some secondary elements are not dimensioned such as, wail configurations, including exact door and window locations, alcoves, slab slopes and depressions, curbs, etc. Vertical dimensional control is defined by Architectural wall sections and building sections. Structural Details show dimensional relationships to control dimensions defined by Architectural Drawings. Detailing and Shop Drawing production for Structural elements will require dimensional information be contained in both Architectural and Structural Drawings. DESIGN CRITERIA Vertical Loads: * Drift Load per Structural Engineers Association of Washington Snow Load Manual. Lateral Forces Lateral forces are transmitted by diaphragm action of roof and floors to shear walls. Loads are then transferred to foundation by shear wall action where ultimate displacement is resisted by passive pressure of earth and /or sliding friction. Overturning is resisted by dead load of the structure. WW d: P =Ce Cq qs I, Basic Wind Speed = 80 MPH, I = 1.0, Exposure B, Ce per Table 16 -G, Cq per Table 16 -H, qs per Table 16 -F. Net pressure = P -2/3 (Design Dead Load). This project is going to be constructed in a residential /commercial neighborhood in Federal Way. This location is surrounded by houses and trees that are in excess of 20 feet in height and cover more than 20% of the area for more than one mile. This is the criteria listed in Section 1614 of the UBC used to determine if the Exposure B classification can be used for a site. Thus, since the proposed site for this project has met these criteria, we believe that Exposure B is the correct classification for this site. Seismic: Zone 3 per 1994 UBC. V= Rw W V = Base Shear, Z = 0.3, I = 1.0, C = 2.75, Rw = 8, W = Dead Load of portion of building. Pipes, Ducts and Mechanical Equipment Supported or Braced from Structure: Conform to Sheet Metal Industry Fund & Plumbing and Piping Industry Council Inc. publication "Guidelines for Seismic Restraints of Mechanical Systems and Plumbing Piping Systems ". Sprinkler line attachments shall conform to NFPA Pamphlet 13. FOUNDATION DESIGN CRITERIA: Geotechnical Report No. T -3617, by Terra Associates, Inc., dated May 23, 1997 Pile Capacity. 40 Tons Lateral Capacity. 1.0 Tons Auger -Cast Piles: Minimum depth shall be 20 feet below existing grade. Auger -Cast piles shall be installed by drilling to the required depth with a continuous flight, hollow -stem auger. Sand cement concrete grout shall be pumped under pressure through the hollow auger as the auger is withdrawn, resulting in a cast -in -place pile. The Contractor shall provide o pressure gauge in the grout line between the pump cad the auger and a means of measuring the quantity of grout used in each pile. Immediately following withdrawal of the auger, reinforcing steel shall be placed. The design penetration depths, pile grouting and pile reinforcing shall be verified in the field by a qualified inspector who will evaluate the Contractor's operation and collect, interpret and record the installation data. CONCRETE Concrete: Shall be made with Portland Cement ASTM C -150 Type II or Type I, coarse and fine aggregate ASTM C -33, water clean and potable, and shall be ready -mixed per ASTM C -94 unless otherwise approved. Add to all concrete exposed to weather an air entraining agent to attain 5% + 1 -1/2% entrained air, by volume, conforming to ASTM C -260. No aluminum (conduit, miscellaneous items, etc.) shall be embedded in any concrete. At Contractor's option, Contractor may use Master Builders Admixture (MBA) systems or preapproved equal using Polyheed Water Reducing Agent at 8 oz. per 100 pounds of cement. Manufacturer's concrete technician shall assist in determining proportions for admixture systems concrete and shall obtain approval of Architect prior to employing this procedure. Place concrete: Per ACI 304 and conform to ACI 605 (305) for Hot Weather Concreting. See Section below for Cold Weather placement requirements. Use interior mechanical vibrators with 7000 RPM minimum frequency. Do not over - vibrate. Concrete shall he poured monolithically between construction or expansion joints. Protect all freshly placed concrete from premature drying, excessive hot or cold temperature for seven days after pouring. Cold weather placement: 1. No concrete shall be placed on frozen or partially frozen ground. Thawing the ground with heaters is permissible. 2. Concrete mix temperatures shall be as shown below. Heating of water and /or aggregates may be required to attain these temperatures. 3. The concrete may require protection for 2 -3 days otter pouring. If temperatures remain below freezing, insulating blanket coverage is required. If temperatures are below freezing at night and above freezing during the day, kraft paper with complete coverage shall be used. 4. No additives containing chlorides shall be used. Use "Pozzutec 20" by Master Builders or prior approved equal. API CONTROL- AND CONSTRUCTION JOINTS: Submit plans and /or elevations showing control & construction joint locations to Architect prior to forming. 1. Slab -on- grade: Provide control joints at 20' o.c. maximum for unexposed slabs, 16' c.c. maximum for exposed slabs. Non - Shrink Grout Master Builders "Masterflow 928" or approved equal. Grout shall conform to CRD -C621 and ASTM C1107 Grade B when tested at a fluid consistency per CRD- C611 -85 for 30 minutes. Grout may be placed from o 25 second flow to a stiff packing consistency. Fill or pack entire space under plates or shapes. No grouting shall be done below 40 F. Concrete Cover: Provide Concrete Cover over reinforcement as follows: Concrete poured directly on earth Concrete poured against forms and exposed to weather or earth Surface not exposed directly to weather or earth Walls Columns #6 & Larger Bars #5 & Smaller Bars STRUCTURAL STEEL et ilia Fahricotion and Erection: Conform to the AISC "Manual of Steel Construction ", 9th Edition. Steel Shapes and Plates: ASTM A -36 (fy ='36 ksi). Structural Steel Pipes: ASTM A -53 (fy=35 ksi). Steel Structural Tubing: ASTM A -500, Grade B, (fy=46 ksi). Expansion Anchors: "KwikBolt" by HILT!, Inc., or approved equal. Embed bolt into concrete or masonry 7 diameters minimum, except as shown. Steel Deck: Steel deck shall be 3" Hi -Rib panel decking formed from steel sheets conforming to ASTM A446. Deck shall have the following minimum properties: 3" Deck Thickness = 20 GA Section Modulus = 0.346 IN' Moment of Inertia = 0.806 Na I • Yield Stress, Fy = 40 KSI Attachment of steel deck shall be as required by manufacturer's recommendation to support design dead load and live load or as a minimum with deck clips with 1/4" diameter Machine Bolts at each rib at supports. Light -Gouge Metal Framing: Framing members shall be of the type, size and gauge as shown on the Plans and shall be manufactured by the Angeles Metal Systems, or approved equal. All 16 gauge and heavier galvanized structural members shall be formed from steel that meets the requirements of ASTM A -446, Grade D, minimum 50 ksi yield. All 18 gauge and lighter galvanized structural members shall be formed from steel that meets the requirements of ASTM A -446, Grade A, minimum 33 ksi yield. Bridging per manufacturers requirements shall be in place prior to placing of any construction loads. All runs shall be rigidly anchored to end walls. Structural Steel: Weld in accordance with "Structural Welding Code" AWS D -1.1. Reinforcing Steel: Weld in accordance with "Reinforcing Steel Welding Code" AWS D -1.4. Weld only with specific approval of the Structural Engineer. In no case will a weld be made within 6 bar diameters of a "cold bend ". Certification: All welding shall be by WABO certified welders. Electrodes: Use E60 or E70 electrodes. CARPENTRY Wood Sheathing (SfreectertelL Shall be plywood or Oriented Strand Board. Plywood shall be Group 1 or Group 2 species, C -D grade Exposure 1 conforming to PS 1 -83. Each piece shall bear the grade trademark of the American Plywood Association. Oriented Strand Board (OSB) shall be "Sturdi -Wood" by Pelican Spruce Mills, Ltd. Each panel shall be classified as Exposure 1 and shall bear the grade trademark of the American Plywood Association (^PA). Roof sheathing shall hove e span rating of 48/24. Well sheathing shall have e span rating of 32/16. Nailing shall be with 'galvanized box" or "common" size. All shear walls shall be blocked et all panel edges unless otherwise noted. Glue- Laminated Members: Conform to ANSI /AITC A190.1. Members shall be combination 24F -V4 Douglas Fir for simple spans (24F -V8 Douglas Fir for cantilevered spans) with exterior glue. Architectural Appearance Grade where exposed to view; Industrial Appearance where not exposed to view. All members to have AITC or APA -EWS stamp. Camber as shown on Structural Drawings. Framing Lumber Standards: Conform to West Coast Lumber Inspection Bureau ( WCLIB), or Western Wood Products Associotion (WWPA). Each piece shall bear the WCLIB or WWPA grade trademark. Species and Grade (Bose Design Value) 1. Beams and Headers: "Doug Fir - Larch" No. 1 (fb =1350 PSI, fv =85 PSI) 2. Joists and Purlins: "Doug Fir - Larch' No. 2 (fb =875, fv =95 PSI) 3. Posts and Columns: "Doug Fir - Larch" No. 1 (fc =1000 PSI) 4. Exterior Stud and Interior Bearing Walls: "Doug Fir - Larch" No. 2 (fb= 875 PSI, fc =1300 PSI) 5. Interior Non - Bearing Stud Walls: "Doug Fir - Larch" No. 2 (fb =875 PSI, fc =1300 PSI) or "Hem -Fir" No. 2 (fb= 850 PSI, fc= 1250 PSI) 6. The Minimum Grade of All Other Structural Framing: "Doug Fir - Larch" No. 2 (fb= 875 PSI, fc =1300 PSI), or "Hem -Fir" No. 2 (fb= 850 PSI, fc =1250 PSI). 7. Utility & Standard Grades Not Permitted General Requirements: Provide minimum nailing per 1994 UBC Table 23 -I -Q or more, as otherwise shown. Pressure treat all wood in contact with concrete or masonry. Holes and cuts in 3x or 4x plates should be treated with Cuprinol #10. Provide cut washers wtjere bolt heads, nuts and lag screw heads beer on wood. Do not notch or drill structural members, except as allowed by UBC Sections 2326.11.9 and 2326.11.10 or as approved prior to installation. Framing Connectors: Shall have ICBO approval and be manufactured by Simpson Company, San Leandro, CA., or approved equal. Provide maximum size and quantity of nails or bolts per manufacturer, except cs noted otherwise. Pre - Manufactured Wood Trusses: Shall be manufactured by on approved truss manufacturer in accordance with approved shop drawings. Trusses shall be designed per UBC Section 2343 to carry 2" the loads listed in the design criterion and any additional loads indicated on the framing plan. Provide 1 1/2" shop and installation drawings produced under the supervision of and bearing the stamp of a Structural Engineer registered in the State of Washington. Detail drawings to indicate types, size, 3/4" spacing, bridging, connections, anchoring, bearing plate and other pertinent details. Provide 1 1/2" Certificate of Conformance from an independent testing laboratory or a licensed Professional Engineer certifying that they have inspected the finished trusses and that all trusses are constructed in conformance, with the truss design drawings. Sprinkler line etteehments shall conform to NFPA Pamphlet 13 and Trus -Joist publication "Guidelines for Sprinkler System Installation with Trus- Joist ". Loads hung from Trus -Joist shall not exceed 30 pounds at any one point, nor shall total loads in pounds on any one joist exceed 6 times the span in feet, unless detailed otherwise on the drawings. Attachment of loads exceeding 100 pounds shall be approved prior to installation. Do not notch or drill thru truss members. SUBSTITUTIONS Substitutions may be allowed only if they meet the requirements of these General Notes and the Specifications, and if complete written engineering data for each condition required for this project le provided to the Structural Engineer seven days prior to bid date and approved in written addenda by the Architect. Data is to indicate code basis by year, authority for stresses and stress increases, if any, and amount of expected deflection for flexural members under (1) total load and (2) live load only. All increased costs in mechanical, sprinkler, electrical or general installation and any architectural or structural redesign resulting from substitution shall be borne by the General Contractor. SHOP DRAWING& The following Shop Drawings /Submittals shall be provided for review and approval by the Structural Engineer prior to fabrication or delivery. 1. Concrete Mix Designs 2. Reinforcing Steel Shop Drawings 3. Structural Steel 4. Miscellaneous Steel 5. Glu- Laminated Members 6. Pre - Manufactured Wood Trusses STRUCTURAL ENGR. BLDG. DEPT. S X Special Inspection: Special Inspection shall be provided by an independent testing laboratory per the requirements of UBC Chapter 17 and the local Building Official or applicable jurisdiction and the Specifications. The Special Inspector shall submit inspection reports and a final signed report to the Building Official for the following items: 1. Concrete Reinforcement Placement 2. Concrete Construction * 3. Bolts installed in concrete (expansion bolts - Hilti "Kwik Bolts ") (periodic visual inspection) 4. Structural Masonry (periodic visual inspection) ** 5. Plywood Shear Well Nailing (periodic visual inspection) 6. Plywood Diaphragm Nailing (periodic visual inspection) *Special inspection shall be provided during the taking of concrete test specimens and during the placement of reinforced concrete. * *Special inspection shall be provided during preparation of masonry wall prisms, placement of reinforcement, inspection of grout space, immediately prior to closing of cleanouts and during all grouting operations. Special inspection shall be performed on a periodic basis for placement of units (fm<1500 PSI) and cleanout shall be provided at bottom course of each grout pour at each vertical bar. rig Chevron Marketing Revisions THESE DOCUMENTS REVIEWED FOR CONFORMANCE WITH THE FOLLOWING ORDINANCES STRUCTURAL PER UNIFORM BUILDING CODE ❑ NONSTRUCTURAL PER UNIFORM BUILDING CODE O WACSr- 2rBARRIER•FREE REGULATIONS THE APPLICANT IS RESPONSIBLE FOR CONFORMANCE WITH ALL APPLICABLE ORDINANCES SUBJECT TO REOUIREMENTS AND INTERPRETATIONS OF THE GOVERNING AUTHORITY. Date In f , - 7 By CITY GE TL' ;;LA COI 15 SITE -BUILT MARKETER BUILDING WOOD ER for Emerald C;ty Construction S. near S. 146th St. Tukwila, Washington SCALE: 1/4"- DATE: DR. DM CH. APP. GENERAL NOTES Deuoa - 7 • ha 9? 2 6 i(9 SHEET: SO1 — STEP FOOTING SEE E1 4" CONS. SLAB TYP. W/ *4 AT 12" O.G. EACH WAY TOP BOTTOM SEE A 3' -0" £k SIM. P/A 1 RETAINING WALL SEE CIVIL - ---- -- - -_l 2. 4. 5. 504 Foundation Plan 1 / 4 ._ 1 . -O .. FOUNDATION NOTES 1. Coordinate all dimensions with Architectural drawings. EQ. Indicates 2x6 wood stud wall. Wood studs should align with truss layout and be spaced at 24" o.c. unless noted otherwise. Provide 1/2" wood sheathing at all exterior walls nailed with 8d at 6" o.c. at all panel edges (provide 2x blocking at unsupported panel edges) and 8d at 12" o.c. at intermediate framing, typical unless noted otherwise. 3. I - -- Indicates 24 "x28" concrete grade beam with (4) continuous #7 bars at top and bottom. For typical detail see 6/504. Indicates tube steel columns originating at foundation. Indicates special built -up wood stud column requirements under header. For typical framing requirements at opening in structural walls see 1/501 for typical detail. 6. i / /J /,1 Indicates depressed or sloped slabs. For slope and exact i location see Architect. 7. For typical concrete slab -on -grade details see 504. 8. Non - structural stud walls are not shown. For location see Architect. For bracing at tops of walls see SO5. 9. ` Indicates 20" concrete piles unless noted otherwise. See 9/SO4. EQ. 50' -IOS 16' -6" 62' -0" EQ. Tr 13' -6" 14' -I" Pq - O Lj43 .IY o O I P, Chevron Marketing Revisions 1;105 OF l!'" "P.1, OCT 15 `( FLOOR PLAN EXPIRES: 4/21/98 SITE -BUILT MARKETER BUILDING WOOD FRAME t or: Emerald City Construction Pacific Hwy. S. near S. 146th St. Tukwila, Washington SCALE: 1 /4 "= :' - -C" DATE: OR Ch. APP. 7 /zqf 7 SHEET: S02 Pql-u 1-0 2. 10-10" A.F.F. VARIES SEE PLAN PROVE SIMPSON 5T6224 BTK1N 4x6 NAILER I (2) 2x6 TOP PLATES Roof Framing Plan 1/4=1-0 ROOF FRAMING NOTES: 1. 4. Indicates structural wall extending to roof structures. Indicates penetration in roof structure. 3. "(0..-_)" Indicates camber for glulam beams. C = 0" unless noted otherwise. 4. For support of miscellaneous mechanical equipment and pipes from roof structure see 7/S03. 5. I .r - , Truss Elevation NO SCALE Indicates Mechanical it with maximum weight. Refer to Mechanical plans for exact unit locations. Provide 4x blocking in truss spaces below mechanical curbs. - 2xe/ MIN. TOP C.HORD- 4a-0" TRUSS "T-I" 12 1/4 .."7" 2x6 BOTTOM GHORD 10-10" A.F.F. p Chevron Ito Marketing Revisions P SI TE - BUILT MARKETER BUILDING A000 TRAME Dry Emerald City Construction Tukwila, Washington I EXPIRES, 4/2I/98 Pacific Hwy. S. near S. 146th St. SCALE: I /4"=.1 DATE: DR. DM CO. APP. ROOF FRAMING PLAN SHEET: S03 6x10 '-e," )i-4' i i ,..-- (2) 2 C, El, UNIDE• UNIT 5IM U2.-2 EA. E 1.7-1Y KIN& ) YUP 1^112 19 LL I I250N '..i 0d \- /AIM 2- " T-p 2'-0 — I >\ 1250# — - U/4 TN& . i - 5U OR 1 0 lo IN RMED O.G. .. (2) 2 i.1/ EAT IN& L PA L ElDi.E5 O.G. F' ATE F.AMIN. PREMAOUFA GTUREp 2xe. 0 24" C.G. TRU55 . - 5IM N U2 EA. E D 12x 9 i i ,,, . 41 • . 1 •FY 1 (--- h16 25 eh 6 Izy Mx WAN& MNINI=M=1 I 1_ _ 1 1 . IZY Pql-u 1-0 2. 10-10" A.F.F. VARIES SEE PLAN PROVE SIMPSON 5T6224 BTK1N 4x6 NAILER I (2) 2x6 TOP PLATES Roof Framing Plan 1/4=1-0 ROOF FRAMING NOTES: 1. 4. Indicates structural wall extending to roof structures. Indicates penetration in roof structure. 3. "(0..-_)" Indicates camber for glulam beams. C = 0" unless noted otherwise. 4. For support of miscellaneous mechanical equipment and pipes from roof structure see 7/S03. 5. I .r - , Truss Elevation NO SCALE Indicates Mechanical it with maximum weight. Refer to Mechanical plans for exact unit locations. Provide 4x blocking in truss spaces below mechanical curbs. - 2xe/ MIN. TOP C.HORD- 4a-0" TRUSS "T-I" 12 1/4 .."7" 2x6 BOTTOM GHORD 10-10" A.F.F. p Chevron Ito Marketing Revisions P SI TE - BUILT MARKETER BUILDING A000 TRAME Dry Emerald City Construction Tukwila, Washington I EXPIRES, 4/2I/98 Pacific Hwy. S. near S. 146th St. SCALE: I /4"=.1 DATE: DR. DM CO. APP. ROOF FRAMING PLAN SHEET: S03 Z1 o , 2" GLR BOT REINF.-- BOT REINF. NOTES: TOP REINF. _- TOP REINF. GLR - I. FOR CONSTRUCTION JOINTS S EE 2. FOR OPENINGS IN SLAB SEE 3. FOR ADDITIONAL REINF. AT EDGE OF SLAB SEE 6'� 504 Section o NO SCALE Sect ® ion 1 , =1 ._ 0 . NO SCALE TYP. G.I.P. 51_^.15 51_^.15 I/4" —1 /2" OVERSIZED HOLE W/ WASHER COL. 3/I6 TYP. BRG PLATE STEEL COL. TYP. 5/4" NON - SHRINK GROUT Section Aft TYP STEEL COLUMN BASE AT GRADE BEAM TOP OF SLAB TOP OF GRADE " - SEE TOOLED JOINT R =1 /8" - 3/4" BRG 5 W/ (2) 5/8 "m A.B.'s EMBED G" MIN. NZIV Imo" GLR 2" GLR S ection 0 1 .. = 1 ._ 0 .. TYP. • TRU TI•N lo NT FOR ON GRADE —� _. NORMAL SLAB REINF. ACROSS JOINT FINISHED Q S ection 1 " =1_0" • 18" TYP. a STEP OR DEPRESSION IN SLAB Section 0 1 .. _1'_0" D 6 11-0 1 Is #4 o 12" O.G TOP H BOT. - v i #4 a 12" C.G. W/ CORNER BARS #4 a 12" O.G. W/ 90° HOOK a TOP • /� - - - -- WALL BEYOND O - SEE INz" GLR T, 2" GLR- Plan Details O NO SCALE - -- -STUD VNALL 0 SIM. - SEE FOR APPLICABLE A DETAILS • • FOR DETAILS 4 GALLOUTS IN COMMON SEE / 6 Soo Section O NO SCALE `.F WALL AT ENDS OF WALL OPENING -- �'��a- 11O " TYP. NOTES: I) AROUND OPENINGS 6 "4S OR LESS NO AWL REINF. REO'D 2) REINF. SHOWN IS #4 ® SLAB MID -DEPTH AT BLOGKOUTS\ HOOK BARS THAT LESS THAN f 2' -O" m \ CANNOT BE EXTENDED TYP. SLAB ON GRADE DISCONTINUITY REINFORCEMENT BALL, SLAB 4 GRADE BEAM REINF. NOT SHOWN FOR CLARITY - SEE O Q 540 O I AUGERGAST PILE SEE 7 - -(2) #4 Section GYP. PILE AT THICKENED SLAB 4 ,, (2) #4 DOWEL TO MATCH WALL REINF. - LAP 30 BAR DIA. TOP OF SLAB -- #4 0 12" 0.C. N/ NO° HOOK a TOP -- #4 a 12" O.G. W/ CORNER BARS -- FINISHED GRADE GRADE BEAM BEYOND -2" GLR L Detail V Chevron Marketing Revisions HOOK P BOTTOM OF GRADE BEAM OR THICKENED SLAB NOTES: I. ALL PILES ARE 20" DIAMETER UNLESS NOTED OTHERWISE ON PLANS. 2. FOR DETAIL OF PILE AT THICKENED SLAB SEE 3. FOR DETAIL OF PILE AT GRADE BEAM SEE OCT IT S"r- B11'ET MARKETER BUILDING S COT ,-AME (4) 11 8 VERT. or, Emeroia City Construction (4) #4 TIES ® 5" O.G. TOP 4 BOT. #4 TIES o 8" D.G. ELSEWHERE -k 20 "m PILE \`- 3° GLR TYP. Pacific_ Hwy. S. near S. 146th St. Washington SCALE AS NOTED DATE DR. CM EH. APP. FOUNDATION SHEET: DETAILS SO4 I r ( 4 LAP SPLICE 4' -O" O.G. W 0 4" O.G. T 1 YP. '1 J . f I (4) 16d - (6) Ibd TYP. --- - - -DBL TOP R GONT. OVER HEADER - 6x10 ® 2x6 WALLS, 4x10 ® 2x4 .- WALLS UNLESS OTHERWISE NOTED � I II II /2 J INDICATES u OF FULL HT STUDS ADJACENT TO END OF BEAM. PROVIDE (I) MIN. Section NO SCALE AEI P12 T.S. GOL. � -�n Section NO SCALE TYP. STUD WALL CONSTRUCTION AT HEADER INDICATES # OF CRIPPLES REQ'D UNDER END OF HDR -SEE FDN PLANS PROVIDE (I) CRIPPLE STUD MIN. — SIMPSON A35 ATTACH TO STEEL COL. W/ POWDER DR'VEN FASTENERS SIMPSON A35 NOR TO BE TIGHT TO TOP FL' UNLESS OTHERWISE SHOWN DROPPED F12M'G AS REQ'D FOR HEAD ELEVATION PROVIDE DBL. SILL i HEAD R ® EXT. WALL OPN'GS GREATER THAN 1'- O "- UNLESS OTHERWISE NOTED BY ARCH. - -- 2x6 STUD TO STEEL GOL. NV HILTI X -DINT 42 P8 a 6" O.G. FRAMING AT CORNER WITH STEEL COLUMN O Detail Z NO SCALE Pcti-014 2x6 3' -O" MIN. TO QUALIFY AS LATERAL SUPPORT PLAN / - 6x10 HEADER (6) Ibd -- 2x STUD WALL TO TOP FL Ibd AT 32" O.G. STAGGERED d (2) 16d AT END OF WALL — GEILING� , 2 x COST MEMBER < S NONE REQ'D 2 x 6 10' -I3' 2 x 8 13' -I6' 2 x 10 16' -20' 2 x 12 2x CONT. FULL LENGTH OF WALL FOR SIZE SEE SGHED NOTES: I) THIS PLAN IS AN EXAMPLE ONLY IT DOES NOT REPRESENT A SPECIFIC WALL 2) i" INDICATES UNBRAGED LEO iTH OF WALLS. 3) AT CONTRACTORS OPTION IN LIEU OF EXTRA TOP OF WALL BRACE TOP E: OI INDICATES HORIZ BRACE EXTENDING TO ADJACENT CORNER SEE 3/501 0 INDICATES BRACE UP TO ROOF STRUCTURE SEE 4/501 AND 5/501. TYP. LATERAL SUPPORT FOR INTERIOR WALLS NOT EXTENDING TO STRUCTURE CEILING - NOTES: (2)2x4 FOR BRACE LENGTH UP TO 14' - (2)2x6 FOR BRACE LENGTH 14' TO 20' - - - - -- Section NO SCALE I) - MAX. SPACING OF BRACES = 10' -0" 2) BRACES NOT REQ'D WITHIN 8' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS 8 INTERSECTIONS TYP. TOP OF WALL BRACE (HORIZONTAL) (2)2x4 FOR BRACE ----- LENGTH UP TO 14' - -- (2)2,6 FOR BRACE LENGTH !4' TO 20' SIMPSON --- -- A35 CEILING — \\ _ NOTES: I) MAX. SPACING OF BRACES = 10' -0" 2) BRACES NOT REQ'D WITHIN 5' -0" OF OTHER LATERAL WALL SUPPORT, CORNERS 4 INTERSECTIONS TYP. TOP OF WALL BRACE UP TO STRUCTURE Section O NO SCALE 16d AT I6" O.G. 2 MIN - - SIMPSON H3 12" MAX. PREMANUFACTURED TRUSS -- - (2)2x4 I I TYP ' 2 �Ii (4)16d SIMPSON A35 ' BRACE PARALLEL TO JOIST BRACE PERPENDICULAR TO JOIST 8d ® 4" O.G. INTO BLK'G NO SCALE SECTION NO SCALE (3)Ibd NAILS �. - -- 841_ 4 "-OC BLKG (3) Ibd EA. SIDE Aft TY.P BRACE CONNECTION TO STRUCTURE Section Revs ons JOIST HGR k Chevron Marketing -FILL GAP W/ ROCK WOOL / INSULATION UNLESS NOTED , OTHERWISE BY ARCH. 2x4 FLA AT 8' -0 " OC TYP CONNECTION AT TOP OF NON - BEARING WALL EXTENDING TO ROOF STRUCTURE. PARALLEL TO JOIST Section O NO SCALE OCT 15 1.0 SITE -BUILT MARKETER BUILDING - WOOD FRAME I'%2" CLR. `or: Emerald City Construction FUTILE Hwy. S. near S. 146th St. TukWFa, Washington SCALE- A5 NOTED DR. DM CH. WALL DETAILS DATE: APP. SHEET 505 BOTTOM CHORD EXTENSION 2x838' -0" ROOF CORNER - - --� 234 ® / r 24" 0.G. 2x4 TYP. - 010 ��Secteon (2) 5/8 "9 M.B AT BEAM GAGE Ibd ® 6" 0.G. - - - 3/4" SHT'S - - -� 1/2" - T.S. COL-- O Section NO SCALE I ► 2x6 „-- SIMPSON A35 ® 24" 0.G. H \,,,, ., ih, ,_ -. . 1 : 8d ® 6" O.G -- I/2" 5HT'6 -- - -- 4 , 3/4"a M 8d h "OC- - STEEL SEAM 3/16 -� - -- (2) 236 TYP. STEEL BEAM ONE SIDE TO COLUMN CONNECTION - -8d ®6" 0.G. 016d a 6" 0.G. -2)46 ® 24" 0.G. - - . - -. 512x19 �- 2x4 ® 24" 0.G. \-__- 2x4 BRACE ® 48" 0.G. 1W (2) Ibd EACH END 2x10 /5"4 THREADED STUD ® 48" 0.G. - SIMPSON H2.5 ® EACH TRUSS BOTTOM CHORD EXTENSION - - - -- - 5/8" BRG FE - 1 /2" MIN. 23833' -0" WIDER THAN COLUMN ROOF OR EM- WHICHEVER IS CORNER - -- GREATER W/ SHORT SLOTTED HOLES _. 234 24" 0.G. 234 TYP. - Section - - SIMPSON A34 - - -TRUSS W/ 236 -- 436 NAILER BOT. CHORD L3x3x3/16 BRACE EXTEND HOT. CHORD ® JOIST CLOSEST TO ENDS OF BEAM 8d 0 6" 0.G. 1/2" SHT'S 3/4" SET'S -- Ad 6" 0.G. - --- 7 8d I 6" O.G.- SIMPSON Bd ® �� SHT'G 2310 A35 - - -- 2x10 16" O.G: 2x10 -- Section ad ® 6" 0.G.� — (2) 2x4 - - 8d 6" 0.G. r-Ibd ® 6" 0.G. -�_ 2x4 0 24" 0.G. 16d ®6" 0.G 2x ELK'S -- 51MPSON A35 ® 24" 0.G. (2) USE -�- USE 0 24" 0.G. - - -- USE W/ (2) Ibd ® EACH TRUSS -2x BLOCKING - -- -2x6 ELK'S .� ___-234 a PANEL EDGES 3/ -- -- (2) 2x6 PLATES LAP 5' -0" d NAIL W/ Ibd ® 8" O.G. �-- 233 0 24" O.G. ALIEN 511)05 W/ TRUSSES -(2) 2x6 PLATES -- - TRUSS 5/ 236 OFFSET JOINTS BOT. CHORD 6' -0" MA. S NAIL EXTEND BOT. W/ 16D 0 8" O.G. CHORD SIMPSON H25 a EACH TRUSS —'- - 236 a 24" 0.G. ALIGN STUDS W/ TRUSSES Bd 0 6" O.G. -- 2x10 2310 I6" 0.0.- 2310 - -_! SHT'G Section Section O t 1 / 2 " = -0 " —(2) 236 - -- -236 ELK'S -- 8d a 6" O.G. - Th- Ibd ® 6" 0.G. 236 5/ (2) 16d 0 EACH STUD -- 2x6 ELK'S - -- SIMPSON ASS -- 236 ELK'S 2x6 a 24" 0.C.. -TRUSS 2310 2x10 — _ -- 2x4 2x4 0 24" O.G. --3 100 10 Section (2) 2x6 236 ELK'S - 0 6" O.G. �16d ®6" O.G. Ed a 6" O.G. - - � 2x10® -! lb" O.C: 2310 Section O NO SCALE SIMPSON TS9 0 HIPS - - -___ 2x4 Bd06 " O.G. .- NOTE: DESIGN TRUSS FOR ADD'L 20 PLF ® CANTILEVER SIMPSON U26 �-- 2x6 W/ (2) 16d ® EACH STUD -� 2x6 ELK'S SIMPSON A35 - 236 ELK'S -- SIMPSON A35 0 24" 0.G. 3x6 NAILER 5/8 "4 THREADED STUD C 43" O.G. 56325 PREMANUFAGTURED TRUSS - SIMPSON U44 - - - -- Detail 150. MAX. (20 0. TOTAL/TRUSS) —1/2 "3 MIN. SUPPORT ROD FOR HANGING LOADS (BY MEGH) TYPICAL DETAIL FOR HANGING LOADS 234 0 24" 0.G. Ed ® 6" O.G. -- -- 3/4" SHT'G _ -. 3/4" 5HT'6 P Chevron Marketing Re3 on 3/16 7 Section O NO SCALE -- ad 0 6" 0.G. P NOTE: DETAIL SIM WHERE STL BM CANTILEVERS OVER COLUMN / -1/2" STL BEAM (4) 5/3"3 M.B. AT BEAM GAGE = TYP. STEEL BEAM BOTH 51DES TO COLUMN CONNECTION 1 /2" SHOE T.S. COL. - - SITE -BUILT MARKETER BUILDING WOOD TRAME 3/16 - -STEEL BEAM CITY CF T1i/'7LA or: Emerold City Construction Pac`c Hwy. S. near S. 146th St. T;1kEIIG. Washington 5/8" BRG R - 1/2" MIN. WIDER THAN COLUMN OR EM- WHICHEVER 15 GREATER W/ SHORT SLOTTED HOLES EXPIRES: 4/21/98 St :ALE AS NO'ED DATE. DR. DM APP. CH SHEET: SO6 ROOF FRAMING DETAILS HVAC LEGEND SYMBOL DESCRIPTION' I 7 2/6 DUCTWORK -1 st DIMENSION fS SIDE SHOWN, 2nd DIMENSION SIDE NOT SHOWN LOCATION ROOF FLEXIBLE INSULATED DUCTWORK MAKE DUCT SIZE. TRANSITION 0 t: ROUND DUCT VERTICAL RISE /DROP E--1 EL I RECTANGULAR DUCT VERTICAL RISE /DROP REMARKS GRADUAL RISE /DROP IN DUCTS MEM INDOOR FAN b 04 ® VERTICAL TAKE -OFF UP MB VERTICAL TAKE -OFF DOWN 450 MIN RECTANGULAR DUCT:. 90 DEGREE MITERED ELBOW WITH TURNING VANES EXTERNAL S.P. - IN.W.G. J RECTANGULAR DUCT ANGLE TAKE =OFF FAN RPM FD SD I FIRE DAMPER /SMOKE DAMPER, COMBI SWOON SMOKE & FIRE DAMPER- PROVIDE ACCESS DOOR & CEILING ACCESS .. .. 1 -1/2 2 MANUAL VOLUME DAMPER BELT BELT (>/I DUCT UNDER POSITIVE PRESSURE - SUPPLY AIR OR FAN DISCHARGE 59 87 DUCT UNDER NEGATIVE PRESSURE - RETURN OR OUTSIDE AIR / 1 71 SEER /EER - EXHAUST DUCTWORK ®.12X12 CD 300 CEILING DIFFUSER /REGISTER 12"X12" NECK, 300 CFM AIR FLOW OMS THERMOSTAT (MONITOR, SLAVE) - DUCT SMOKE DETECTOR 163/130 EQUIPMENT IDENTIFICATION 0 )- -S LOW VOLTAGE WIRING IN MECHANICAL WORK 2000 CFM LINE VOLTAGE WIRING IN ELECTRICAL WORK S S O FURNISHED AND INSTALLED IN ELECTRICAL WORK O FURNISHED AND INSTALLED IN MECHANICAL WORK 16.7 FURNISHED IN MECHANICAL WORK AND INSTALLED IN ELECTRICAL WORK TS TEMPERATURE SENSOR A/C UNIT SCHEDULE UNIT DESIGNATION AC An Mr MATERIAL LOCATION ROOF ROOF MAKE YORK. YORK. MODEL DCGO6ON079 D4CG09ON130. REMARKS -- - INDOOR FAN TOTAL AIR,CFM 2000 3000 OUTSIDE AIR,CFM 450 MIN 600 MIN EXTERNAL S.P. - IN.W.G. .60 .86 FAN RPM 1009 1130 FAN MOTOR HP (NON - OVERLOADING) 1 -1/2 2 DRIVE BELT BELT PERFORMANCE GROSS COOLING CAPACITY, MBH 59 87 SENSIBLE COOLING CAPACITY 0 67'F WB EAT, MBH 46 71 SEER /EER - 10.15/9.4 -/8.9 SOUND. RATING, BELS (ARI 270) 8.6 9.0 HEATING INPUT /OUTPUT, MBH 080.5% AFUE 100.0/79.0 163/130 ECONOMIZER TYPE INTEGRATED ENTHALPY INTEGRATED ENTHALPY ECONOMIZER CAPACITY 2000 CFM 3000 CFM ELECTRICAL VOLTS /PHASE 208 -230/3 208 -230/3 COMPRESSOR RLA 16.7 28.2 OUTDOOR FAN FLA 2.3 4.6 INDOOR FAN FLA 6.0 7.5 MINIMUM CIRCUIT AMPACITY 29.2 47.3 MAXIMUM OVERCURRENT PROTECTION, AMP 45 70 OPERATING WEIGHT, LBS 900 1500 FILTER SIZE- INCHES (2)- 14x20x1 - (2) 16x24x2 AN SCHEDULE UNIT DESIGNATION� AM Mr FACE TYPE MATERIAL LOCATION I I ROOF - - ROOF SERVED TOILET HOT FOOD ALUMINUM LOREN COOK LOREN COOK I MANUFACTURER MODEL NO. II _ ACE- D /70C15DM VCR- 120V2B NV.d FAN TYPE I I' OO ( OO AIR VOLUME (CFM)I I . 110 1 600 TOTAL STATIC PRES URE ( IN.W.G.) 3/8" - 1/2" WHEEL TYPE BACKWARD INCLINED BACKWARD INCLINED MAXIMUM RPM II - 1670 1110 MOTOR MAXIMUM .BHP (4061-OVERLOADING) - 0.09 WATTS Ij - 92 - HP II 1/20 1/6 VOLTS /PHASE 120/1 120/1 DRIVE - - DIRECT .BELT. _ 53 BACKDRAFT DAM' R YES NO MOUNTING ROOF ROOF IAOSS30 OPERATING WEIGH (LBS.) 50 75 OPERATION CONT OL 0 1 0V ACCESSORIES ROOF CURB ROOF CURB REMARKS j C\ ® J NOTES: © RUN CONTINUOUSLY ® SWITH WITH PILOT. LIGHT POWER ROOF. V NTILATOR UPBLAST POWER ROOF VENTILATOR AIR DISTRIBUTION SCHEDULE SYMBOL SERVICE FACE TYPE MATERIAL MANUFACTURER REMARKS O,- SUPPLY PERFORATED-2 DEEP AI RFLOW W LOUVERS LOU ALUMINUM ANEMOSTAT PR SERI S © RETURN CURVED LOUVERS, /4' O.C., HINGED ALUMINUM ANEMOSTAT 3P+ © SUPPLY SQUARE STEPPED CONE ALUMINUM ANEMOSTAT XDF X3H4 I O RETURN 3/4' LOUVERS, 3/4 "O.C. ALUMINUM ANEMOSTAT P(1 - w I'�3 HVAC SPECIFICATIONS A. PROVIDE ALL HEATING, VENTILATING AND AIR CONDITIONING ITEMS INDICATED ON THE DRAWINGS, DESCRIBED IN THIS SPECIF1CA1101 OR REQUIRED FOR A COMPLETE AND PROPER INSTALLATION. HVAC WORK INCLUDES THE FOLLOWING: 1. HVAC UNITS AND EQUIPMENT; 2- EXHAUST FANS; 3. DUCTS, FILTERS. DAMPERS, GRILLES, REGISTERS, DIFFUSERS; 4. CONTROLS, INCLUDING 24 VOLT CONTROL WIRING AND 120/24 VOLT TRANSFORMERS; 5. CONDUIT FOR LOW VOLTAGE WIRING; 6. INSULATION FOR DUCTS AND PIPING AS REQUIRED IN THIS SECTION; 7. CONDENSATE PIPING. B. RELATED WORK DESCRIBED ELSEWHERE: 1. LINE VOLTAGE WIRING, CONDUIT AND DISCONNECT SWITCHES. 2. COMPLY WITH ALL PERTINENT CODES, ORDINANCES AND REGULATIONS, AND ALL PERTINENT RECOMMENDATIONS CONTAINED IN 'HVAC DUCT CONSTRUCTION STANDARDS' AS PUBLISHED BY SMACNA, THE UNIFORM MECHANICAL CODE (UMC), LATEST EDITION. 3. FURNISH, WITHOUT EXTRA CHARGE, ANY ADDITIONAL MATERIAL AND LABOR REQUIRED TO COMPLY WITH THE ABOVE CODES AND STANDARDS, EVEN THOUGH THE WORK MAY NOT BE DESCRIBED IN THE CONTRACT DOCUMENTS. WHERE THE REQUIREMENTS OF THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE ABOVE CODES AND STANDARDS, THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 4. AFTER AWARD OF CONTRACT AND BEFORE COMMENCING WORK, SUBMIT SIX COPIES OF THE FOLLOWING TO THE ARCHITECT FOR APPROVAL. SUBMITTALS SHALL BE IN BROCHURE FORM WITH INDEX AND SELECTED ITEMS CLEARLY DESIGNATED AND REFERENCED TO THE APPROPRIATE EQUIPMENT TAG NUMBER: A. COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION; B. CATALOG CUTS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE CONTRACT DOCUMENTS. 5. COOPERATE WITH OTHER TRADES IN ORDER THAT ALL SYSTEMS IN THE WORK MAYBE INSTALLED IN THE BEST ARRANGEMENT. 6. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE INSTALLED. CORRECT CONDITIONS DETRIMENTAL TO THE PROPER AND SMELT COMPLETION OF THE WORK. NOTIFY ARCHITECT OF ANY DISCREPANCIES. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 7. AVOID INTERFERENCE WITH STRUCTURE, AND WITH WORK OF OTHER TRADES. INSTALL ALL EQUIPMENT PER MANUFACTURERS INSTRUCTIONS. INSTALL ACCESSIBLE PARTS, INCLUDING EQUIPMENT, COILS, VALVES, DAMPERS, CONTROLS, AND FILTERS WITH ADEQUATE CLEARANCE FOR INSPECTION, ADJUSTMENTS, REPAIR, AND REPLACEMENT. 8. ALL OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, SHALL BE AS SELECTED BY THE CONTRACTOR SUBJECT TO ACCEPTANCE BY THE ENGINEER. 9. GALVANIZED SHEET METAL DUCT: PER SMACNA "HVAC DUCT CONSTRUCTION STANDARDS' AND 1994 UMC CHAPTER 6. 10. SOFT FLEXIBLE DUCT: CODY -WEST TYPE NIL. 7' -0' MAXIMUM LENGTH UNLESS NOTED OTHERWISE. 11. INSULATION: FOIL -FACED FIBERGLASS, OWENS - CORNING TYPE 75 OR EQUAL, 1- 1/2" THICK. FLAME SPREAD RATING OF NOT MORE THAN 25 AND A SMOKE - DEVELOPED RATING OF NOT MORE THAN 50. 12. DUCT LINER: FOR EXTERIOR DUCTS: FIBERGLASS 1 -1/2" THICK WITH FIRE RATED BLACK COATING. 1 -1/2 LB. PER FT3 MINIMUM DENSITY, OWENS CORNING AEROFLEX TYPE 150. FOR OTHER LOCATIONS SHOWN ON DRAWINGS: AEROFl_EX TYPE 150, AS ABOVE, EXCEPT 1" THICK. FLAME SPREAD RATING OF NOT ME .LE THAN 25 AND SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 13. CONDENSATE PIPING: TYPE 'L' COPPER, SWEAT FITTINGS. 14. PROVIDE APPROVED FIRE AND SMOKE RATED FLEXIBLE CONNECTIONS BETWEEN FANS AND DUCTS. 15. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. 16. PAINT ALL DIFFUSER, GRILLE AND REGISTER BACK PANS FLAT BLACK. 17. MAKE ALL DUCT ELBOWS RIGHT ANGLE TYPE WITH DOUBLE- THICKNESS TURNING VANES WITH A CENTERLINE RADIUS 1 -1/2 TIMES THE DUCT WIDTH. 18. DO NOT CUT INTO OR REDUCE THE SIZE OF ANY STRUCTURAL MEMBER WITHOUT THE PERMISSION OF THE ARCHITECT. 19. PROVIDE WEATHER -PROOF FLASHINGS AT ALL DUCT AND PIPE PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. AS A MINIMUM, FLASHINGS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS. FLASHINGS SHALL BE GUARANTEED WEATHERPROOF FOR THE DURATION OF THE ROOFING GUARANTEE. 20. THOROUGHLY CLEAN ALL COMPONENTS AND REMOVE ALL DIRT, SCALE, OIL, AND OTHER FOREIGN SUBSTANCES. PROVIDE CLEAN AIR FILTERS FOR ALL EQUIP- MENT. 21. NOTFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO COVERING OR ENCLOSING WORK. DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN OBSERVED AND ACCEPTED BY THE ENGINEER AND BY ALL OTHER AUTHORITIES HAVING JURISDICTION. 22. PERFORM ALL TESTS NECESSARY TO DEMONSTRATE THE INTEGRITY OF THE COMPLETED INSTALLATION TO THE APPROVAL OF THE ENGINEER AND ALL OTHER AUTHORITIES HAVING JURISDICTION. MAKE ALL ADJUSTMENTS NECESSARY AND BALANCE THE COMPLETED SYSTEM IN ACCORDANCE WITH THE DATA SHOWN. BALANCE THE SYSTEMS IN ACCORDANCE WITH NEBB OR AABC STANDARDS. MAKE THE FOLLOWING TESTS AND SUBMIT REPORTS TO THE ARCHITECT: A. AIR VOLUME AT EACH SUPPLY, RETURN AND EXHAUST OUTLET OR INLET. B. VARIABLE VJLUME VALVE MAXIMUM AND MINIMUM FLOW RATES. C. TOTAL CFM AND TOTAL STATIC PRESSURE OF EACH SUPPLY AND EXHAUST FAN. TEST EXHAUST FANS WITH ROOM DOORS CLOSED. D. MOTOR SPEED, FOR MULTIPLE SPEED FANS (E.G. HIGH, MEDIUM, LOW). E. OUTSIDE AIR TO EACH HVAC UNIT AND SUPPLY FAN. 23. THE ENTIRE SYSTEM SHALL BE WARRANTED FOR A PERIOD OF ONE (1) YEAR BEGINNING WITH OWNER'S ACCEPTANCE OF THE WORK. ALL LABOR AND MATERIALS NECESSARY TO REPAIR OR REPLACE THE SYSTEM, OR PORTION'S THEREOF, DURING THAT TIME SHALL BE WARRANTED FOR A PERIOD OF ONE (1) YEAR FROM THE REPAIR OR REPLACEMENT. 24. INSTRUCT OWNER'S REPRESENTATIVE IN THE OPERATION OF THE SYSTEMS. 25. PROVIDE ONE REPRODUCIBLE (SEPIA) AS -BUILT DRAWING AND AN OPERATION AND MAINTENANCE MANUAL. AS A MINIMUM, THE MANUAL SHALL CONTAIN: A. B. C. D. E. A COMPLETE LIST OF ALL EQUIPMENT AND APPURTENANCES WITH EQUIPMENT DESIGNATIONS (PER DRAWINGS), MANUFACTURERS, AND CATALOG NUMBERS. COPIES OF MANUFACTURER'S BROCHURES AND INSTRUCTIONS FOR OPERATION AND MAINTENANCE OF ALL MECHANICAL EQUIPMENT, INCLUDING REPLACEMENT PARTS LISTS. TYPED SYSTEM OPERATION AND MAINTENANCE INSTRUCTIONS, INCLUDING INSPECTION, LUBRICATION, AND SERVICE INSTRUCTIONS AND SCHEDULES. LIST OF NAMES, ADDRESSES AND PHONE NUMBERS OF DISTRIBUTORS OF ALL EQUIPMENT AND APPURTENANCES. MANUFACTURER'S WARRANTIES. - LAPS PLASMIC APO DESIGN SPECIALISTS 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032' (206).251 -8222 BCE* 5781 M logo too Chevron ' "k- M CITY OF TUKWILA JUN 2L 1997 Revisions PFRMIT[:FNTFR MISC. CLARIFICATIONS 06 -19 -97 SITE -BUILT MARKETER BUILDING for. Emerald City Construction Pacific Hwy. S near S. 146th St. Tukwila, Washington SCALE: NONE DR. JUL CH. EV HVAC LEGEND, NOTES AND SCHEDULES DATE: 04 -22 -97 APP. F.T. SHEET: mai EXPIRES 01 -28 -99 8x8 DUCT UP THRU ROOF TO EcAr. FACE 8x8 EAR. 110 CFM w/12x12 FACE 8x8 DUCT UP THRU ROOF TO E/1PLOYIEE FEEIBOOM 6.6 75 CFM (12x12 FACE) - _ AEL MEV Kp_i 16e 14*0 Mi= 14° ■■■1 I I \°1.1.1 1144 " giltilD El 'EMMA, 0 co • V I 0 0.81:f 3/4 TEMP. I • •ciF1,2 ' - I T60 SENSOR Funt. I ill152111111110 14" 1 N oto 0 N70 I NM& O lrg .4ZZ ‘11 Fral :17N11=111, 1 0. 2; OUTLINE OF (18x18 FACE) ON ROOF 02; x 1 5 00 C 41 0.61 . 1°11 1 0 0 6x18 WALK-14 COOLER X1)33; rrieli 1 , 0 g 1 FM Err° 3/4"o3NDENSATE DRAM DOWN TO FLOOR SINK WITH T AIR GAP leo 14"e 8-0 ACM 18,124 S/A & /411 22x24 R/A DUCT UP THRU ROOF TO 11111 '°' CFM g 4 1111 1E: 11115211•1 111111111010, 11111 ®6210 (18,118 FACE) 00, 14 12'0 loxio 3?5 %RA 1 325 CFM x- le3 8"0 1711 O loxto AM \ i O ONV5c ';'; 013%1 0 cFm 8° I I f a Alk ,„,■ EM1 \ / OUTLINE OF ON ROOF _ - co vER RESITIOOM roZA 12; °O. 4 , , #10 1.--miraw_winesm■ .V.K4 i Fs' 14"0 12,118 R/A & 12 x 18 0/A DUCT UP THRU ROOF TO WM.K-14 FiEEZER C 75 CFM (12x12 FACE) 8ALESAFEA 3 1 11111 (D 50 ... 80 ..■411114111 IIIMEE■1 0 Pc110 145 - 7 O HVAC FLOOR PLAN SCALE 114 00 0- 6 L- ' I I EXPIRES 01 (WIn CFM W/12x12 FACE V 7ACE 10x10 355 CFM 24X24 FACE (TYPICAL) it • 4515 FM MIN. OUTSIDE AIR INT,I,E WITH ECONOMIZER AND COMPLETE CONTROL KIT I 1x8 RETURN DUCT DOWN AND OFFSET Tol LEAR STRUCTURAL TRLISS BELOW ROOF II I J & S ConSulting Engineers 175 E. VE A,E, SUITE 304 BURBANK. C FORNIA 91502-1232 TELEPH (818) 841-0303 J & S PROJ. NO. 17521 1 ' 6 vo smo\" 0 Mr 'WO PUMP.° AND cesoN sPELNAusTY 18215 7.0 AVENUE SOU. KENT. WASHINGTON 98032 (208) 251-5222 BCE* 5781 Revisions MISC. CLARIFICATIONS 3/4" CONDENSATE PIPE THROUGH ROOF WITH 4 P TRAP. PROVIDE ROOF JACK WITH MASTIC WEATHER PROOFING. SEE DETAIL HVAC ROOF PLAN SCALE: 1/8'-1-0' ROOF LADDER ACCESS 12o18 SUPP. BETWEEN 600 CF IN. OUTSIDE AIR INTAKE WITH ECONOMIZER AND COMPLETE CONTROL KIT 22)(24 RETURN DUCT DOWN AND OFFSET TO MISS STRUCTURAL TRUSS BELOW ROOF 18x24 SUPPLY DUCT DOWN BETWEEN THE STRUCTURAL TRUSS 3/4"GAS LINE WITH SHUT-OFF VALVE AND DRIP LEG DOWN. SEE PLBG. DWGS. FOR CONTINUATION SITE-BUILT MARKETER BUILDING Tukwila, Washington rtnrarroetirrEri SCALE: AS NOTED DR. RAE CH. EV. " -is- " I-1VAC FLAWS um. AEI 1 W SI IAL 111, Chevron R ECEIVED JUN 2 II f or Emerald City Construction CM1 TUKWILA lAirketiv 19.,97 POCif c Hwy. S near S. 146th St. SHEET: MO2 DATE: 04-22-97 APP. F.T. REMOTE ALARM INDICATOR (SEE NOTE 2) NOTES: ©120V, 10 �SD It'll fff SEE NOTE 1 � ' C=-- -J -1 o UNIT'S CONTROL (- LOW VOLTAGE TRANSFORMER 3 TERMINAL STRIP DUCT SMOKE DETECTOR IN S.A. DUCT (SEE PLANS FOR LOCATION) 1 -DUCT SMOKE DETECTOR SHALL BE AS MANUFACTURED BY FIRE CONTROL INSTRUMENTS (FCI) OR APPROVED EQUAL, AND SHALL CONSIST OF THE FOLLOWING COMPONENTS: a -DUCT DETECTOR HOUSING, MODEL No DH -22. MOUNT ON DUCT; b- SAMPLING TUBE, 24 ", MODEL No. FST -24. MOUNT INSIDE DUCT; c -SMOKE DETECTOR HEAD, MODEL No. PSD -'121. MOUNT IN DUCT DETECTOR HOUSING; d -120V AC WIRING KIT, MODEL No. ACA -2D1. MOUNT IN DUCT DETECTOR HOUSING; 2- REMOTE ALARM INDICATOR SHALL CONSIST OF "POWER" AND "ALARM" INDICATING LIGHTS, AND "TEST' KEYSWITCH. FC1 MODEL No. RCM -601 OR APPROVED EQUAL. MOUNT IN A 1 -GANG OUTLET BOX AT SALES COUNTER. 3- PROVIDE A PROGRAMMABLE AUTOMATIC CHANGE OVER THERMOSTAT W /NIGHT SETBACK. INSTALL ROBERTSHAW 190 SERIES ROOM THERMOSTAT METAL GUARD, COMPLETE WITH MOUNTING BASE AND KEYS. FIELD INSTALL JUMPER TO FAN SWITCH TERMINALS TO DISABLE THE "FAN AUTO" FUNCTION (FAN WILL RUN CONTINUOUSLY WHENEVER THE SYSTEM SWITCH IS IN THE "ON" POSITION). A/C UNIT NEOPRENE GASKET AC UNITS FIELD WIRING DIAGRAM Q NOT TO SCALE 2" x2 "x3/16" G.I. ANGLE TO MATCH UNIT'S SIDE LENGTH, SECURE TO UNIT AND RAIL BASE W /#i0 S.M.S.,6"O.C. (TYP. WEATHER SEAL (SUPPLIED W /ISOLATION ASSY.) ISOLATION BASE WITH SEISMICALLY- RESTRAINED SPRINGS CALDYN TYPE 'YW' WITH 1" DEFLECTION %" LAG SCREWS. 12" 0.C. 26GA. GALV. STEEL COUNTER FLASHING ROOFING UP TO TOP OF CURB RIGID INSULATION CANT STRIP SHAPED 4xLEVELING PLATFORM -LEVEL TOP FRAMING ALL AROUND CURB UNIT'S CONTROL COMPARTMENT R . ROOM FRAMING MEMBER SEE STRUCTURAL DRAWINGS NOT TO SCALE THERMOSTAT (SEE NOTE 3) 120V;10 NOT TO SCALE tp SELF - ADHESIVE GASKETING (TIP.) DUCTWORK 208V,3M UNIT'S TERMINAL STRIP o- `- SHEET. METAL SCREWS, 6" 0.C. (TYP.) FLEXIBLE DUCT CONNECTIONS TYPICAL A/C UNIT ROOF INSTALLATION DETAIL ) DISCONNECT SWITCH FIELD - INSTALLED 7 MOTOR -RATED CONTROL RELAY IN UNIT'S CONTROL COMPARTMENT MOTOR -RATED SWITCH IN UNIT'S CONTROL COMPARTMENT DISCONNECT SWITCH AC UNIT & EXHAUST FAN INTERLOCK WIRING DIAGRAM PREFABRICATED ROOF CURB ROOF DECK �. EXPIRES 01 -28 -99 TEE WITH 12H'MOVABLE CAP (TYP. 1 1 4E 3) o TYPICAL CONDENSATE TRAP DETAIL NOT TO SALE J & S Consulting POWER ROOF VENTILATOR SECURE EXH. DUCT TO CURB CAP WITH CLINCH -LOCK CONNECTION AND SHEET METAL SCREWS, o' O.C. 175 E. OLIVE AVE, SUITE 304 BURBANK, CALIFORNIA 91502-1232 TELEPHONE (818) 841 -0303 I ( J •& S PRO, NO. 17521) I 20 GA. GALV. STEEL CURB CAP NOT TO SCALE TYPICAL POWER ROOF VENTILATOR INS ALLATION DETAIL / LONG OPEN VENT I ir'1 =1. 'M II�I PI NEOPRENE WITH SS. C BING MPS 441 <27451 E..0,09 P 1/NO FLAMM /NO DESmf SPECIALISM 15 18215 72N0 AVENUE SOUTH KENT, WASHING6O2 98032 (Nos) 25,6222 BCE* 5781 REMOVABLE CAP HEIGHT EQUAL TO FAN'S STATIC PRESSURE + 1" A� Revisions MISC. CLARIFICATIONS FAN BASE _ TURD CAP SCREWS LIW `COUNTERFLASE7NG WOOD NAILER ROOF CURB SECURE TO NAILE: W /#8 SCREWS, 4" O.C. COUNTERFLASHING FLASHING ROOFING ROOF STRUCTURE EXHAUST DUCT (SEE PLANS) SLOPE 1/8" PER FT. DOWN Chevron marketing RECEIVED Y CITYOPTUKWILA JUN 241997 I'tHMI C CENTER 06 -19 -97 SITE -BUILT MARKETER BUILDING or: Emerald City Construction Pacific Hwy. S near S. 146th St. Tukwila, Washington SCALE: AS NOTED DATE: 04 -22 -97 DR. AdL CH. EV. APP. F.T. HVAC DETAILS AND WIRING DIAGRAM SHEET: M03 RXTURE CONNECTION TABLE (PIPE SIZE IN INCHES( SYMBOL DESCRIPTION CW HW FD -1 FLOOR DRAIN - - 2 1 =1/2 FS -1 FLOOR SINK - - 7 HB -1 L-1 HOSE BIBB LAVATORY 1/2 1/2 - 1/2 - 1 -1/2 1 S -1 MOP SINK 1/2 1/2 3 ZT S -2 SINK 1/2 1/2 2 2t 5 -3 SINK 1/2 1/2 (INDIRECT WASTE) WC -1 WATER CLOSET 1 -1/2 - 4 2 • WASTE SIZE AS NOTED ON PLAN PLUMBING &�'i®(AE. ET -1 FD -1 DIAPHRAGM EXPANSION TANKS; NSF - APPROVED. AMTROL THERM -X -TROL ST -12 1- 1 WATER FILTRATION SYSTEM: AMERIPURE /FA -2VP TRIPLE -CS SUPPLIED BY CHEVRON, INSTALLED BY CONTRACTOR CHAMPS #0012060 SEE 4/P01 FLOOR DRAIN: CAST IRON BODY WITH TYPE "B" FLASHING CO ADJUSTABLE HEAD AND G DIAMETER NICKEL BRONZE TOP. ZURN #ZN; 415 (ALTERNATE: JAY R. SMITH, FP&M, JOSA:M). FS -1 FLOOR SINK: 17 X 12' X 8 -1/2 ENAMELED CAST IRON BODY, ALUM UM DOME STRAINER AND HALF GRATE, ZURN #2- 1901 -2 (ALTE ATE JAY R. SMITH, COMMERCIAL). HOSE BIBB: WOODFORD NO. 17, 1 WITH NON - REMOVABLE tttt VACUUM BREAKER; L00.,E TEE HANDLE, FREEZE-PROOF CONSTRUCTION. L -1 LAVATORY: 20' -X 1T OVAL, VITREOUS CHINA. SELF RIMMING, 4 CENTERS, AMERICAN STANDARD "AQUALYW NO. 0476.028 (ALTERIYITE KOHLER, ELDER, KILGORE) WITH 7723.018 OFFSET DRAIN, SINGLE MIXING FAUCET NO. 2385.263 FLAT STRAINER (ALTERNATE: DELTA, MO HB -1 S - MOP SINK: MOLDED MOP RECEPTOR WITH STAINLESS STEEL CAPS, 24" X 24" X 10', 3' DRAIN, FLORESTONE NO. MSS -2424 WITH M ING FAUCET, BUCKET HOOK, VACUUM BREAKER AND STOPS, AMERICAN ST DARD 8341.075 WITH RIM GUARD. STAINLESS STEEL SIDE AND BACK ALL PANELS (ALTERNATE KOHLER). S -2 HAND SINK, STAINLESS STEEL, 18 GA., 17 X 12' X 7 -1/7, ELKAY LR LR -1517, WITH RELIANT FAUCET /2385.263 WITH 372 WRIST HAND 5 -3 THREE COMPARTMENT SINK, STAINLESS STE& ADVANCE #94- 3- 54 -18RL WITH ELKAY LK -67 -C FAUCET (ALTERNATE WEST STAR SINKS, EAGLE S -4 NSF - APPROVED, STAINLESS STEEL VEGETABLE SINK WITH SINGLE DRAT BOARD AND ONE COMPARTMENT 1TWx17"LX12"DEEP, ELKAY LK -67 -C FAUC N TEMPERING VALVE: KOHLER K -13601 THERMOSTATIC MIXING VALVE TP -1 TRAP. PRIMER: SLOAN F- 72 -A7; TO BE INSTALLED ON DISCHARGE CONNECTION OF FLUSH VALVE TP -2 WA WC -1 TRAP PRIMER, PRESSURE ACTUATED: PPP MODEL PR -500; INSTALL AN WATER LINE WHERE SHOWN ON PLANS WATER HAMMER ARRESTOR: ZURN "SHOKrROL' PDI SIZE DESIGNATION AS NOTED. WATER CLOSET: FLOOR MOUNTED CHINA, SIPHON JET WITH 18" HEIGHT ELONGATED BOWL, 1 -1/7 TOP SPUD. AMERICAN STANDARD #9468. 18 WITH SLOAN "ROYAL" 115 -3 FLUSH VALVE; WHERE 1.5 GPF IS R QUIRED, AMERICAN STANDARD 3043.102 WITH SLOAN ROYAL" #111-1. FLUSH VALVE (ALTERNATE KOHLER); SEAT: OLSONITE. NO COVER AND OPEN FRONT. WH -1 HOT WATER HEATER: 40 GALLON. GAS STORAGE 28MBH INPUT, 26113 GPH 090' TEMPERATURE RISE RHEEM MODEL 21V4OS -2N. i EXPIRES D1 -28 -99 11iJit�lCa 3PECIRCATION3 PROVIDE ALL PLUMBING ITEMS INDICATED ON THE DRAWINGS, DESCRIBED HEREIN OR OTHERWISE REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, INCLUDING: A. PLUMBING FIXTURES, FITTINGS AND EQUIPMENT. B. HOT AND COLD WATER SYSTEMS. C. DRAIN WASTE AND VENT PIPING SYSTEMS. D. INDIRECT WASTE PIPING, INCLUDING ALL VALVES. TRAPS, PIPING AND ACCESSORIES FOR ALL KITCHEN EQUIPMENT. SIZE PER EQUIPMENT REQUIREMENTS. - (ROOF DRAINAGE IS SHOWN ON ARCHITECTURAL DRAWINGS.) 2. COMPLY WITH ALL APPLICABLE CODES. STANDARDS. AND ORDINANCES, INCLUDING REQUIREMENTS OF THE UNIFORM. PLUMBING CODE (UPC). CURRENT EDITION. 3. THESE DRAWINGS AND SPECIFICATIONS REFLECT A STANDARD DESIGN WHICH MUST BE. VERIFIED OR MODIFIED. FOR EACH APPUCATION. AS A MINIMUM, VERIFY ALL EQUIPMENT LOADS AND REQUIREMENTS, PIPE AND SERVICE SIZES, SITE CONDnONS, LOCAL ORDINANCES AND CODES .ETC. 4. THE SUBMISSION OF A BID OR PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMIUARIZED HIMSELF WITH. THE PLANS. AND BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS AND /OR LABOR DUE TO DIFFICULTIES ENCOUNTERED. WILL . NOT. SE RECOGNIZED. UNLESS THESE DIFFICULTIES COULD NOT HAVE BEEN FORESEEN, EVEN THOUGH PROPER - EXAMINATION HAD BEEN MADE. 5. COORDINATE WITH ALL TRADES AND VERIFY ALL EQUIPMENT ROUGH -IN ITEMS AND LOCATIONS WITH THE EQUIPMENT SUPPLIER OR CONTRACTOR. ALL RE -WORK AND CORRECTIONS REQUIRED DUE TO. LACK OF COORDINATION SHALL BE THE CONTRACTOR'S RESPONSIBILITY, AND DONE AT NO COST TO THE OWNER. 6. SUBMIT SIX. COPIES OF SHOP DRAWINGS AND MATERIAL DATA SUBMITTALS TO THE ENGINEER FOR APPROVAL BEFORE INSTALLATION. NO SUBSTITUTIONS SHALL BE ALLOWED WITH PRIOR APPROVAL BY THE ENGINEER. SANITARY AND STORM DRAIN, WASTE AND VENTS SHALL BE STANDARD WEIGHT CAST IRON. NO -HUB PER CISPI STANDARDS .301 AND 310, WITH. STAINLESS. STEEL ONE -PIECE NEOPRENE GASKETS. UNDER SLAB PIPING SHALL . BE CAST IRON BELL AND SPIGOT - PIPING WITH NEOPRENE GASKETS, OR A.B.I. "BEST'.. COUPLING: WHERE PERMITTED BY LOCAL AUTHORITY ; - APPROVED PVC OR ABS PLASTIC PIPE AND FITTINGS, PER ASTM D2661 -89 OR- D2665 -89, MAY BE USED. 8, HOT AND COLD WATER AND INDIRECT WASTE PIPING: HARD -DRAWN COPPER TUBE, TYPE "L, PER ASTM B88- 88A,.MADE UP WITH WROUGHT OR FORGED COPPER SWEAT FITTINGS: UNDER SLABS: TYPE "E SOFT TEMPER COPPER TUBE WITHOUT. JOINTS. SOLDER: LEAD -FREE, CANFIELD " 100 %. WATERSAFE". 9. ' VALVES; USE PIPE SIZE VALVES, AS SHOWN BELOW: A. GATE: MILWAUKEE 148 OR 149 B. CHECK: MILWAUKEE 509T OR 1509T C. PRESSURE AND TEMPERATURE RELIEF VALVES: WATTS TYPE 100XL 10. FIXTURE TAILPIECES AND TRAPS FOR LAVATORIES AND SINKS SHALL BE BRASS TUBING, SEMI -CAST, OR CAST - IRON; ALL BRASS TUBING SHALL BE 17 GAGE CHROME PLATED. 11. ALL PIPE HANGERS, CLAMPS ' AND CHANNELS SHALL BE ADEQUATELY SIZED TO CARRY PIPE LOADS AND PREVENT SAGGING: _. 12. INSULATE ALL HOT WATER PIPING WITH OWENS CORNING TYPE ASJ /SSL- II..HERS DENSITY FIBER GLASS WITH ALL SERVICE .JACKET; - 1/7 FOR RUNOUTS UP TO 12'; 1" FOR OTHER PIPING 2" OR LESS IN DIAMETER. INSULATION SHALL HAVE A FLAME SPREAD. RATING. NOT TO EXCEED. 25 AND. A SMOKE DENSITY NOT TO EXCEED 50 WHEN. TESTED IN ACCORDANCE WITH U.B.C. . STANDARD 42 -1. 13. ALL OTHER MATERIALS, NOT 'SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF. THE WORK OF THIS SECTION, SHALL BE NEW, FIRST QUALITY OF THEIR RESPECTIVE KINDS, AND AS SELECTED BY THE CONTRACTOR SUBJECT TO ACCEPTANCE BY THE. ENGINEER. 14. LAY OUT THE PLUMBING SYSTEM IN CAREFUL COORDINATION WITH THE DRAWINGS, DETERMINING PROPER ELEVATIONS FOR ALL COMPONENTS OF THE SYSTEM AND USING ONLY THE MINIMUM NUMBER OF BENDS TO PRODUCE. A SATISFACTORILY FUNCTIONING SYSTEM. FOLLOW THE GENERAL LAYOUT SHOWN ON THE DRAWINGS IN ALL CASES EXCEPT WHERE OTHER WORK MAY INTERFERE. UNLESS SHOWN OTHERWISE, LAY OUT ALL PIPES TO FALL WITHIN PARTITTON, WALL, .. FLOOR, OR ROOF CAVITIES, AND TO NOT REQUIRE FURRING OTHER THAN AS SHOWN ON THE DRAWINGS. 15. DO NOT CUT. INTO OR REDUCE THE .SIZE OF ANY LOAD- CARRYING MEMBER WITHOUT THE .PRIOR APPROVAL OF THE ARCHITECT. INSTALL ALL TO CLEAR ALL BEAMS AND OBSTRUCTIONS 16. UNLESS SHOWN OTHERWISE, PROVIDE UNIFORM PITCH OF AT LEAST 1/4 INCH PER FOOT FOR ALL HORIZONTAL DRAINAGE _ PIPING WITHIN THE BUILDING. 17. EXTEND ALL PLUMBING VENTS ABOVE ROOF TO PARAPET HEIGHT. SEE ARCHITECTURAL DRAWINGS FOR DETAIL 18. PROVIDE PRESSURE REDUCING VALVE IF WATER SERVICE PRESSURE EXCEEDS 80 PSI. PROVIDE PRESSURE BOOSTING SYSTEM IF PRESSURE IS BELOW 35 PSI. 19. PROVIDE SHUT -OFF GATE VALVES AND UNIONS AT ALL WATER CONNECTIONS TO EQUIPMENT AND APPLIANCES. PROVIDE STOPS AND CHROME PLATED BRASS SUPPUES AT ALL FIXTURES, 20. ISOLATE ALL DISSIMILAR. METALS WITH "EPCO' DIELECTRIC UNIONS, EXCEPT FOR BRASS OR BRONZE VALVES WITH STEEL PIPE. 21. PROTECT THE POTABLE WATER SUPPLY AGAINST BACKFLOW AND SIPHONAGE FROM EQUIPMENT, FIXTURES; ETC., USING APPROVED BACKFLOW AND ANTI- SIPHON DEVICES. I1 22. THOROUGHLY CLEAN ALL PIPING AND EQUIPMENT, REMOVING ALL DIRT, RUST, OIL AND PLASTER. 23. TEST SANITARY, PROCESS, AND STORM. DRAINAGE PIPIN BY PLUGGING ALL OPENINGS AND FIWNG WITH WATER TO A HEIGHT EQUAL TO A 10 FOOT HEAD. ALLOW TO STAND ONE HOUR OR LONGER. AS REQUIRED.' REPAIR LEAKING JOINTS AND THEN RE -TEST. 24. NO WORK SHALL BE COVERED UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE LOCAL AUTHORITY AND THE ENGINEER. 25. TEST WATER LINES AT 100 PSIG. RETAIN FOR 24 HOURS; REPAIR ALL LEAKS AND RETEST. 26. THE ENTIRE SYSTEM SHALL BE WARRANTED FOR A PERIOD OF ONE (9) YEAR BEGINNING WITH OWNER'S ACCEPTANCE OF THE WORK. ALL LABOR AND MATERIALS NECESSARY TO REPAIR OR REPLACE THE SYSTEM, OR PORTIONS THEREOF, DURING THAT TIME SHALL BE WARRANTED FOR A PERIOD OF ONE (1) YEAR FROM THE REPAIR OR REPLACEMENT. 27. PROVIDE ONE REPRODUCIBLE (SEPIA) AS -BUILT DRAWING. J & S Consulting Engineers 175E OLIVE AVE, SUITE 304 BURBANK, CALFOR 3 TE3FPNORE (BI8)84 -0303 02 -1232 J B S PROM: N0. 17521 A MiSC. CLARIFICATIONS SYMBOL PLWEING LEGEND ABBREV. DESCRIPTION - SD - OD HWR TP CD l�- 1 � V A 7ANUPIMNNA OESON 9EQNISTY 18215 72N0 A UE SOUTH KENT, WASHIN TON 98032 (208).251 6222 BCEI 5781 Cheirrilill- .Kw.. hAil JUN 24(997 PERMITCENTER Revisions D6 - 19 -97 S/W S/W SD OD TP CD FW RD OD COTG FCC. CO WCO GV CKV BV GC PRV A DS HB VTR POC FDC CONN. FLR. EXIST. MID. U/G FR. BEL SITE -BUILT MARKETER BUILDING Tukwila, Washington d SCITJJVLW AND DETALS SOIL/WASTE SOIL/WASTE BELOW FLOOR /GRADE VENT STORM DRAINAGE OVER FLOW STORM DRAINAGE COLD WATER HOT WATER (140' F MAX.) HOT WATER RETURN NATURAL GAS (7' WC) TRAP PRIMING PIPING INDUSTRIAL WATER CONDENSATE DRAIN FILTERED WATER PIPING FLOOR DRAIN FLOOR SINK, HALF OR FULL GRATE V AS SHOWN ONDWGS. ROOF DRAIN ROOF OVERFLOW DRAIN CLFANOITT TO GRADE FLOOR CLEANOUT CLEANOUT WALL CLEANOUT UNION GATE VALVE CHECK VALVE BALANCING VALVE GAS COCK PRESSURE REDUCING VALVE COMPRESSED AIR PIPING ACCESS PANEL DOWNSPOUT DROP RISER EXISTING UTILITY (W, V, G, SS) HOSE BIBB INVERT ELEVATION VENT THRU ROOF POINT Of CONNECTION FIRE DEPARTMENT CONNECTION CONNECTION OR CONNECT FINISH FLOOR FLOOR EXISTING MOUNTED UNDERGROUND FROM BELOW ABOVE FINISHED FLOOR DETAIL. NO./ SHEET N0. for: Emerald City Construction Pacific Hwy. S near S. 146th St. SCALE: AS NOTED DATE: 04 -22 -97 DR. JML CH. F.T. APP. F.T. SHEET: P01 HOT WA7ER SUPPLY OUTLET, SEE PLANS COLD WATER SUPPLY INLET, SEE PLANS UNION OR APPROVED FLEX CONNECTOR, TYPICAL HOSE BIB DRAIN VALVE BEYOND" GALV. S.M. PAN SHELF - REFER TO ARCH DRAWINGS HW HW CW EXPANSION TANK ET -i 1 /2" UNISTROT P -i GOOD CHANNEL. BOLT TO WALL STRUCTURE WI (2) 3/8' BOLT$, MIN. TEMPERED WATER VALVE MUST BE INSTALLED "TRAPPED" AS SHOWN. (BELOW CW, HW at TEMPERED WATER LINES) TEMPERING VALVE DETAIL NOT TO SCALE ASME PRESSURE A TEMP- ERATURE RELIEF VALVE FULL SIZE PAT RELIEF UNE- SPILL TO MOP SINK P1458 BRACKET, (3) 1 /2" BOLTS AHD NUTS, TYPICAL OF 2 PLACES 16GA. GALV. S.M. STRAP SUPERSTRUTA SHELF BRACKET, BOLT TO WALL O ELECTRIC WATER HEATER DETAIL NOT TO SCALE DqOI �3 CW UP PRESSURE GAUGES 3/8" INLET CHECK VALVE 1/2" COLD WATER SUPPLY SHUT -OFF VALE (TYP.) MOUNTING BRACKET FILTER CARTRIDGE (OP. 3) Fw rw 1/7 WATTS 009 QT SS REDUCED PRESSURE BACKFLOW PREVENTER TO CARBONATORS "AMERIPURE #FA- 2VP- TRIPLE -CS WATER FILTRATION SYSTEM CHEVRON CHAMPS #0012060 WATER FILTRATION SYSTEM NOT TO SCALE TO NON - CARBONATED BEVERAGE DISPENSERS, COFFEE MAKERS A ICE MAKER RN. FLR. RUN REUEF LINE �/--„,,----.., TO 6" A.F.G. 2 WCO A TP- 1 - -- — — — — — - -- — — -- 2-"VTR ICE MA INE 0 •O .11111 W 1 { �`� 1.:J- I j± • 1 r ., .� I Ell LOYEE iP100AA I L- '4" iI - - 4" FLUE UP I THROUGH ROOF u 1 » - 4 ,. lr \ ;\ \\ A , � `` TV_1 ° WH -1 ON P TFORM r . I BELOW LA�. � 1- t / - 1 RP BFP O18"A.F.F. 2"fi�i ON v ROOF 1 wax �c =' COOLER L _ i� \\ WATER �� _ • - - - - -1 2 VTR • ' FILTE ►� 1 111101611, Ell I 01 r 1I 1 4 .q n 3 „F S _ 1 SODA FOUNTAIN I li_l II V �� L :1__ L _ 2" FCO 7 i Ask, 1 I ON ROOF.. I / % "FW U/G © r FS j 2" VTR --1 '. r I! 1 I w/�LKAN — ?,ALES AREA ` ! COFFEE BREWER O �, i� I I 9,04 COUNTER FOR I COFFEE BREW -1 1 1 CASHIER El El 1 C ± G 1 i . v r I l ® /T 1 / ' � LLt. BUILDING SOV ®CEILING WITH ACCESS PANEL I _ O--t V LlI it I. FI- - - oft fL D 0 d 2 "VTR 1 "G. UP IN WALL GAS METER 319 CFH � TP-1 1 WATER SERVICE J — '- VTR —VT - 1 BELOW LAV. 4" BLDG. SEWER PLUMBING FLOOR PLAN SCALE 1/4 - P -�• S4 1 ,1- l 3"WCO 2"VTR -I- 4" FLUE UP THROUGH ROOF 'LAND PLANN10 AND 011501 axauars' 18215 72ND AVENUE 5001H KENT. WASHINGTON 98032 (206) 251-6222 BCE* 5781 +-WH -1 ON PLATFORM ABOVE MOP SINK- PIPE RELIEF LINE TO SPILL ONTO SERVICE SINK Chevron n OFT U K marketing CITY OF TUKWILA 'UN 2 4 1997 MISC. CLARIFICATIONS Revisions ■MITPFNTFR 06 -19 -97 for: Emerald City Construction Tukwila, Washington SCALE: l/4 " =1' -0" DR. SL CH. F.T. P UIuBNG FLOOR PLAN SITE -BUILT MARKETER BUILDING Pacific Hwy. S near S. 146th St. DATE: 04 -22 -97 APP. F.T: SHEET: P02 1'6" WATER SERVICE 2' VTR) 1- 4" BLDG. SEWER FD -1 L -1 4!" P / � FULL SIZE \ BLDG. '\ ® CEILING WATER LINES RISER DIAGRAM NOT TO SCALE NOT TO SCALE TV -1.J 2 "ViR� K I I, r; 4 " WOO I i 2" WV pgioi 3 TP- 1 SEWER LINES RISER DIAGRAM RUN TAP RELIEF LINE TO 6" A.F.G. WH -1 ON PLATFORM ` ' I' v 15° MBH. 163 MBH COFFEE BREWER , I SOV BELOW COUNTER FOR COFFEE BREWER WATTS 909 QT SS "SOV P'+� RED. PRE. 618"A.F. F, \ SODA b FOUNTAIN I !J COFFEE BREWER 2" Fs-, SODA FOUNTAIN % cW 1.1 /G -1 WH -1 ON PLATFORM / ABOVE MOP SINK 2" VT P) 1" AIR GAP r3" WCO 1" AIR GAP PIPE RELIEF LINE TO SPILL ONTO SERVICE SINK ICE MACHINE WATER FILTER SYSTEM -SEE DET. 3 " FS- 1 3" WCO 2" AIR GAP Aft 0 2" AIR GAP 3" WCO EXPIRES 01 -28 -99 6" DRIP LEG (TYP).) GAS COCK (TYP.p I I G 1 !2 " -28 C (I II 11 V" -100 CFH .GAS METER / BY GAS CO.-319 CFH 90' TDL NOT TO SCALE YAID MAIM. N10 OE9G!1 SPEOAVSR' 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 251 -6222 BCE* 5781 114" -291 CFH 114" -319 CFH 1" -191 CFH GAS RISER DIAGRAM chevron Chevron RLE,ciVED M k i CITYOFTUKWILA ���� Jim 2 4 1997 Revisions PERMITCFNTF, MISC. CLARIFICATIONS 06 -19 -97 G 1i " -28 CFH 1" -163 CFH SITE -BUILT MARKETER BUILDING for: Emerald City Construction Pacific Hwy. S near S. 146th St. Tukwila, Washington SCALE: NONE DR. S.L. CH. F.T. PLUMBING RISER DIAGRAMS DATE: 04 -22 -97 APP. FT. SHEET: P03 GENERAL NOTES: 1. THIS CANOPY IS CONSTRUCTED OF LIGHT -GAUGE PRE - FINISHED STEEL PANELS AND PRIMED STRUCTURAL STEEL SECTIONS. 2. CANOPY FIXTURE LOCATIONS MA' BE ADJUSTED WITHIN SPECIFIED TOLERANCES ( +/ -3 ") TO CENTER THE CUT -OUTS IN THE DECK PANEL 4 BOXED OUT LEADER, ROOF 4 PLACES) 11 I I i SCOPE OF WORK PRE FINISHED BLUE (8L -370) BOTTOM OF TRIM PANEL OFF -WHITE (WH -740) 20 GAUGE, EMBOSSED DECK PANELS WHITE (04-835) 9' -0' 16' -D" SEE GENER,A� NOTES q2 (TYPICAL) 33' -4" 52' -0 STEEL CANOPY Self Li 'FABRICATOR SHALL PUNCH DECK PANELS (9 3/4" X 19 3,i8 ")TO RECEIVE RECESSED UGHTS; W/ PRISMATIC DROP LENS LSI #TIC -S- 400- SMH- EL- MT -WHT REFLECTED CEILING PLAN SCALE:IX -1' -0' FABRICATION AND ERECTION OF CANOPY BY STEEL FABRICATOR INCLUDES: - PRIMED COLUMNS & STRUCTURAL STEEL - PREFINISHED STEEL PANELS EXCEPT COLUMN CLADDING - ?REFINISHED STANDING SEAM ROOF PANELS - CUT -OUTS FOR CANOPY LIGHTS - CANOPY UGHT, CANOPY SIGN, & SPANNER CONDUITS 'NODE COLUMNS AS SHOWN ON DRAWING 3524 -A13 - FOOTING DESIGN W /ANCHOR BOLT TEMPLATES. OTHER TRADES /SUPPUERS AS DEFINED ELSEWHERE WALL PROVIDE THE FOLLOWING - "EYEBROW" TAPE FILM OVERLAY, DECALS, FINISH PANT ON COLUMNS - SPANNER LIGHTS, CHEVRON LOGOS, CHEVRON WORDMARKS, P.O.S. SIGNS - CANOPY LIGHTS, INTERCOM SYSTEM - COLUMN CLADDING, ISLAND VALET, DISPENSERS - FOOTINGS, ANCHOR BOLTS; GROUTING - WIRING FOR SPANNERS & INTERCOM IN VISTA DISPENSER. 17:n_o( 43 2 12 SQ. IN. MINIMUM OVERFLOW SCUPPERS ® C.L. OF DRIVEWAY 12' SQUARE STEEL COLUMNS DARK GRAY (00 -210) _J NOTE #3 52' -0 THE REFERENCE LINE FOR HALLMARK -21 FACILITIES WILL BE THE BASE OF THE MPD DISPENSER FRAME. AN ADJUSTABLE BASE TRIM PANEL WILL ACCOMODATE FINISH GRADE VARIATIONS OF 41-3 1/2 ". IT IS CRITICAL TO THE IMAGE THAT A ROW OF DISPENSERS BE KEPT AT THE SAME ELEVATION. IF GRADES WILL PERMIT, IT IS DESIREABLE FOR ALL DISPENSERS UNDER THE CANOPY TO BE AT THE SAME ELEVATION. IF THIS IS NOT POSSIBLE, THEN THE FIELD MUST SPECIFY THE ELEVATION OF EACH ROW OF DISPENSERS PRIOR TO ORDERING THE CANOPY SO THE CANOPY COLUMNS CAN BE PROPERLY FABRICATED. NOTE: DO NOT LOCATE ANY FASCIA JOINTS WITHIN 8" OF THE CHEVRON WORDMARK. (TYPICAL) HALLMARK 21 CANOPY— 52' ELEVATION 10 ISLAND VALET WITH FRONT WINDSHIELD SERVICE (BY OTHERS) l EQ. EQ. GUARD POSTS, WH -835 REFLECTIVE RAG. STRIPES DCL -236 n A"o. NOTE #4 VSAT ANTENNA IS ON ROOF OF REMOTE MARKETER PLACARD MOUNTED INTERNALLY ILLUMINATED HALLMARK (BY OTHERS) LOGO LINES UP WITH BOTTOM OF WORDMARK 1/1 3' -11" 38' -0" UPPER PORTION OF COLUMN DARK GRAY (GY -210) INTERNALLY ILLUMINATED SPANNER WHITE (WH -835) (BY OTHERS) COLUMN WRAP (BY OTHERS) WHITE (WH-835) POS SIGN (NON ILLUMINATED) (BY OTHERS) 38' -0" ELEVATION SCALE: 1/4" = 1' -0" 8" LIGHT GRAY (GY -450) 7 1/2" WHITE (11H -835) 9 1 WADE TAPE FlUA OVERLAY BY GRA" PHICS INSTALLER (DCL 411) DIMENSIONAL ILLUMINATED LETTERS: WHITE ACRYLIC FACE WITH B_UE METAL RETURNS (BY OTHERS) INTERNALLY ILLUMINATED MODE OF SERVICE SIGN: WHITE BACKGROUND WITH OPAQUE DARK GRAY 6" LETTERING (BY OTHERS) 5' -7 1/2" BY OTHERS PREFINISHED OFF —WHITE (WH -740) INFORMATION PANEL: BLUE (BL -370) POS SIGN FRAME: DARK GRAY (GY -210) DARK GRAY (GY -210) INCLUDES: ISLAND VALET AND DISPENSER WHITE (WH -835) — BASE: DARK GRAY (GY -210) REFERENCE LIRE (SEE NOTE #3) 1 EXPIRES 01 -07 -99 I Chevron V ED Marketing JUN 2 4 199 Revisions YEHMII ED SCALE: 1 /4 " =1' -0" 'U{A ADAK AND OMR. SPED STS 18215 72ND AVENUE SOUTH. KENT. WASHINGTON 98032 (206) 251 -6222 BCE# 5781 38' X 52' HALLMARK 21 CANOPY (4 COLUMN CANOPY ELEVATIONS /REFLECTED CEILING PLAN for: Emerald City Construction Pacific _Hwy S. near S. `'146th St. Tukwila, Washington CANOPY REFLECTED CLG ELEVATION DATE: 1/1/97 DR. RES CH. REK APP. DBG SHEET: J 1II D, ' IT �I II I W' 14,22 - TI II I a H h 1 I I 1 I I DEW TO DECK DRAGE I, (TYPICAL_ G PLA6E5) x 3 iC' c ) — I i S W 14x22" I --- I __I, -4 !Cc:,_ '�. T5 IO.IOxi /4 COLUMN (TYPICAL 4 PLACE,) W I4x22 v v w G 4 ^, • x? ." .> R- - i ` ' 6/G ) —I LL I DEAM TO (TYPICAL 1 7J 14x22 BEAM DRAGE 4 PLACES) r1 II D` I I L_1 —_ -_ IJ- , 1 II p � � -IJ I a 1 J 2' DIA OVERFLOW DRAIN' 2" ABOVE THE ROOF DECK ANL 2 FT FROM EACH CORNER q 4' 2/Cc,)I SEE 51TE PLAN FOR DRAIN TERMNATION 4i I [NA x 24' . _ -_ -- HEADED ANCHOR BOLTS (OR STAKED NUTS) WITH I6' IAN EMBEDMENT DOWI/NPOUT O ( I FR OOF FIRAIM'fING PLAN II 2' AN AUGERCAST PLE 5LE FOUNDATION PLAIN F /cc_I - SECTION 52" 0' 33 4' 0' TS COLUMN PER PLAN 3 OVERFLOW DRAIN N GUTTER AND 2' ABOVE THE GUTTER 60TTOM, 26 0' FROM RAN - I CORNER 45 SHOWN 6EAM SEE PLAIN 0 (MIN) GROUT BELOW DA", PLATE 7 /GS -1 Scale 1/4' = 1' - \ /\ `GRADE BEAM \PLE GAP (SEE DETAIL) 3/G52 FOR RENNFORCNNG II' 2' Scale 1/4" = 1' -0' DOWNSPOUT ELL WITH 0 MN THIGKNE55 CONCRETE AROUND COLUMN AND ANCHOR 6OLT5 OR PROTECT ALL STEEL AND ANCHOR 60LT5 0TH ASPHALTIC EM31 -510N COATING (TYP) X111 111l II I 9' 4' D�i1 -oil x 2' ELATE RING/ (4) 3/4' DIA DOLTS 3' DECKING BEAM PER PLAN NQ ® T5 COLUMN TO 'ROOF BEAM Scale 3/4' = 1' -0' BEAM TO BEAM CONNECTION 3) 3/8 \ 20 ga. STEEL. GUTTER SECTION AT FASCIA Scale 3/4' = 1' -0' I/2' DIA BOLT \DECK CLIP, ALTERNATE 510E5. ONE (2) CLIPS PER PANEL AT EACH END PANEL. 18' I 2' TYP L 2' x 2' x 18 ga o 48' oc 5E41 TO BEAM 5fRACE Scale 3/4" = 1' -0' W BEAM PER ELAN 3/4' DIA BOLTS (TYP 4 PLACES) W BEAM PER ELAN EL 3/4'xI2'xl' -4' V8 V 2' -6' T5 COLUMN PER ELAN W 6EAM PER ELAN 0 5/16 V < Scale 3/4' = I' -0' Z 2' x I' x 18 ga x 40' c. 48' o.c. #14 TEK SCREW I2' OG. (21 SCREWS EA. END L2 "x2'x1 /8 CONTINUOUS OVER 6EAM. GUT AND BEND AN REOD I/2' DIA BOLT TYP EACH END W 6EAM PER ELAN 0 DIA OFENING FOR ELECTRICAL CONDUIT E — r THICK ELATE COLUMN TO EASE PLATE Scale 1- 1/2' =1' -0' EAVES SEPT. 6. I9971 GENEIAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, 1994 EDITION. 2. DESIGN LOADS ROOF LIVE 20 PSF SNOW 25 PSF WIND 50 MPH, EXPOSURE B SEISMIC ZONE 3 3. FOUNDATION SOIL REPORT TERRA ASSOC., INC., DATED MAY 23, 1991, T -3611 FOUNDATION AUGERCAST PILES INSTALLED TO A MINIMUM DEPTH OF 30 MIN BELOW EXISTING GRADE. ALL REQUIREMENTS OF THE SOIL REPORT SHALL BE COMPLIED WITH, PILES SHALL BE INSTALLED BY DRILLING TO THE REQUIRED DEPTH I.UTH A CONTINUOUS FLIGI.4T, HOLLOW STEM AUGER. SAND CEMENT CONCRETE GROUT SHALL BE PUMBED UNDER PRESSURE THROUGH THE HOLLOW AUGER AS THE AUGER IS WITHDRAWN, RESULTING IN A CAST -IN -PLACE PILE. THE CONTRACTOR SHALL PROVIDE A PRESSURE GAUGE IN THE GROUT LINE BETWEEN' THE PUMP AND THE AUGER AND A MEANS OF MEASURING THE QUANTITY OF GROUT USED IN EACH PILE. IMMEDIATELY FOLLOWING WITHDRAWAL OF THE AUGER, REINFOR- CING STEEL SHALL BE PLACED. ALL PILES SHALL BE 16 INCH DIAMETER, 20 TON CAP. 4. THE INTENT OF THE DRIVE SLAB CONSTRUCTION IS MINIMIZE DIFFERENTIAL SET- TLEMENT, NOT TO PREVENT IT. THE OWNER SHOULD BE AWARE THAT SETTLEMENT OF ONE TO TWO INCHES MAY OCCUR AND COULD DAMAGE THE DRIVE SLAB. 5. CONCRETE SHALL HAVE A MINIMUM STRENGTH AT 26 DAYS OF 3000 PSI BUT SHALL HAVE NO LESS THAT SIX (6) SACKS OF TYPE N CEMENT PER YARD. SLUMP TO BE 4' PLUS OR MINUS r. MAXIMUM AGGREGATGE SIZE SHALL BE I -1/2'. ALL REINFORC- ING BARS, ANCHOR BOLTS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED. S. ALL REINFORCING STEEL w5 AND LARGER SHALL CONFORM TO ASTM A615 GRADE 50 ( "4 AND SMALLER MAYBE GRADE 40) AND SHALL BE PLACED IN CONFORMANCE WITH AC 3W - AND THE 'MANUAL OF STANDARD PRACTICE' BY CRSI. PROVIDE 3' MIN CONCRETE COVER AT SIDES AND BOTTOM OF FOOTING (2" AT TOP). 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A -36. SQUARE STEEL TUBES SHALL CONFORM TO ASTM A500, GRADE B. ALL BOLTS SHALL CONFORM TO ASTM 4301 UNLESS NOTED OTHERWISE. A325N BOLTS, WHEN NOTED, SHALL BE FULLY TENSIONED AND INSTALLED PER CHAPTER 22, DIVISION Iv, SECTION 2221.4, UN- LESS NOTED OTHERWISE). ALL WELDING TO BE PERFORMED BY WABO CERTIFIED WELDERS PER UBC CHAPTER 22, SECTION 2250 USING E10XX ELECTRODES. 8. THE ROOF DECK SHALL CONFORM TO ASTM A445 GRADE D, G60, PAINTED, 20 GAGE WITH THE FOLLOWING PROPERTIES +S /ft = .2520, -SIR = .202, +I /ft = .5541 AND -I /ft = .3113. SEAM TO SEAM DECK ATTACHMENTS SHALL BE WITH °I0 TEK SCREWS AT 4'-0' ON CENTER. 9. SPECIAL INSPECTION IS REQUIRED AS FOLLOWS PER SECTION 1101.5 CONCRETE Cc = 3000 psl AUGERCAST PILES REINFORCING AND DEPTH SHALL BE VERIFIED BY A QUALIFIED INSPECTOR WHO WILL EVALUATE THE CONTRACTORS OPERATION AND COL- LECT, INTERPRET AND RECORD THE INSTALLATION DATA, ANCHOR BOLTS IN CONCRETE A325N BOLTS - NOT USED FOR THIS PROJECT. (2) #14 TEK SCREWS BEAM PER ELAN ' MO I, (21 #14 TEK SCREWS RECEIVED CITY OF TUKWILA JUN 2 r, 1997 PERMIT CENTER 2'92'xIA CONTINUOUS OVER 6EAM. GUT AND BEND AN REO'D c) SEAM TO DECK BRACE Scale 3/4' = P -0' 2. If this one ie not to scale then K drawing reduced Go not scale °4M £L BEST - ervc.- M ARLINGTON. WA 13601 435 -2927 TUKWILA GHEVI?OI\1 38 " -0' X 52 -0' CANOPY PACIFIC HWY S. NEAR S 146th ST TUKWILA, WASHINGTON DATE 3/11/97 REVI510NN k.9 61/97 PROJECT No g7O71 SHEET) G51 of 3° GL_ :9 SECTION AT PILE 04P 0L #4012'OC j EA WAY AT CENTER 3 C.L T _ " ,OL UNAV BEYOND GRADE BEAM TO i OPPOSITE COLU.RC GRAD BEAM RFINFORPNG /I I! - -r= - -- I ! —1— =- -r - -- -1— rd UGERGAST PILE E DETAIL LCT'.'E SLAB SEE SOIL_ REPORT FOR SUBGEADE 'REPARATION r—(4) #6 BA RS 0 TOP WITH CC HOOK AT ENDS #3TIEN0T cc (4) #6 BAR; 0 BOTTOM WITH 12' HOOK AT ENDS GF 4 ,E ECE.%. 1 4ND D !'✓E SL 4E Scale I" =I' -O" r- BOTTOM OF PILE GAP 16" DIA (4) #7 VERTICAL x 20" / W /1O DEGREE HOOK AT TOP #3 TIES 7° 00 3 GI- TYPICAL AUGE CAeT FILE Dcli-Ot45 r N 9' -4 I /GS2I 3/052 r \ / L GRADE BEAM I I /052 OPP HAND GRADE BEAM 3/052 GRADE SEAM PILE GAP TYPICAL (4) EL-ACES OUTLINE OF CANOPY ROOF FRAMNG ABOVE 52' -0' 8' THGK CONCRETE DRIVE ` WITH #4 0 IT O AT MD -DEPTH OF ',LAD O FOUNDATION FLAN V DIA. ALGERCAST \ PL-E TYP 8 PLACES ■ I \ I I N I 1/652 OPP I _ \ / HAND I \ `" 1/652 J -I '\ OUTLINE OF DRIVE SLAB Scale I /8' = 3/052 I GRADE SEAM—) J —� — I 3/G52 TS IOxIOxI /4 COLUMN TYPICAL (4) PLAGES G ' - J RECEIVED CITY OF TUKWILA JUN 2 4 1997 N 1 PERMIT CENTER 0 -- If this line 15 not to scale, then drawing is reduced. Do not scale. Rr.G /e BEST -INC.- M I ARLINGTON. WA (360) 435 -2927 v PATE 3/II/G7 REVISIONS R EV 6/0/97 I �— TUKWILA. GHEVPON • PROJECT No. g 7O7q 38 " -0' X 52 " —O' CANOPY PACIFIC HWY S. NEAR S. I46th T. TUKWILA, WASHINGTON SHEET. G�2 o f 7 i 3° GL_ :9 SECTION AT PILE 04P 0L #4012'OC j EA WAY AT CENTER 3 C.L T _ " ,OL UNAV BEYOND GRADE BEAM TO i OPPOSITE COLU.RC GRAD BEAM RFINFORPNG /I I! - -r= - -- I ! —1— =- -r - -- -1— rd UGERGAST PILE E DETAIL LCT'.'E SLAB SEE SOIL_ REPORT FOR SUBGEADE 'REPARATION r—(4) #6 BA RS 0 TOP WITH CC HOOK AT ENDS #3TIEN0T cc (4) #6 BAR; 0 BOTTOM WITH 12' HOOK AT ENDS GF 4 ,E ECE.%. 1 4ND D !'✓E SL 4E Scale I" =I' -O" r- BOTTOM OF PILE GAP 16" DIA (4) #7 VERTICAL x 20" / W /1O DEGREE HOOK AT TOP #3 TIES 7° 00 3 GI- TYPICAL AUGE CAeT FILE Dcli-Ot45 r N 9' -4 I /GS2I 3/052 r \ / L GRADE BEAM I I /052 OPP HAND GRADE BEAM 3/052 GRADE SEAM PILE GAP TYPICAL (4) EL-ACES OUTLINE OF CANOPY ROOF FRAMNG ABOVE 52' -0' 8' THGK CONCRETE DRIVE ` WITH #4 0 IT O AT MD -DEPTH OF ',LAD O FOUNDATION FLAN V DIA. ALGERCAST \ PL-E TYP 8 PLACES ■ I \ I I N I 1/652 OPP I _ \ / HAND I \ `" 1/652 J -I '\ OUTLINE OF DRIVE SLAB Scale I /8' = 3/052 I GRADE SEAM—) J —� — I 3/G52 TS IOxIOxI /4 COLUMN TYPICAL (4) PLAGES G ' - J RECEIVED CITY OF TUKWILA JUN 2 4 1997 N 1 PERMIT CENTER 0 -- If this line 15 not to scale, then drawing is reduced. Do not scale. Rr.G /e IIIIIIIIIW I .r... - -- - - -- 2" BELL & FNPT ADAPTOR © O 0 BALL CHECK VALVE TANK LEVEL PROBE SUMP MONITOR 16 SEE NOTE R #7E) NOTE # -- - I - - A 45 1/4" STEEL PROTECTION PLATE -TYP. ALL OPENINGS ON STEEL TANK - ' L I ` Sheet Notes 1. - SUMP PIPING PENETRATIONS SHALL BE MADE USING BULK HEAD FITTINGS l '`TOTAL. CONTAiNMENT"). ELECTRICAL PENETRATIONS SHALL BE MADE WITH APPROPRIATE AIR TIGHT COMPRESSION FITTINGS WITH SEAL -OFFS. (I.E. TOTAL CONTAINMENT). 2- - NOT USED 3. - TANK(S) SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND SHALL BE STEEL DOUBLE WALL TANKS AS MANUFACTURED BY EITHER JOOR OR MODERN WELDING. INSTALLATION OF TANKS AND PIPING SHALL BE IN ACCORDANCE WITH SPECIFICATION 13800 LATEST EDITION AS PROVIDED BY ARCO PETROLEUM PRODUCTS COMPANY AND MANUFACTURERS INSTRUCTIONS. 1- 1/2'x3/4" GALV. REDUCING -- TEE W/ 1-1/2" GALV. PLUG CABLE GRIP C -H COB 293 (TYP) -1 2" GALV. RISER PRIMED AND WRAPPED TO GRADE SEE NOTE 3 TANK LEAK Z/ DETECTOR (LIQUID PROBE) SEE NOTE # SEAL OFF // 3/4" COND.J LOOP TO SUMP (SEE NOTE #13) j Z 0 N.T.S. EXCAVATION ONLY 4 "± Z N 4" FILL ADAPTOR & CAP IN SPILL CONTAINMENT FILL BOX 4 "X 3" VAPOR RECOVERY ADAPTOR & CAP IN SPILL CONTAINMENT FILL BOX. fi ILl 5 GALLON SPILL CONTAINER W/ INLINE DRAIN SEE NOTE #6 4 -1/2" TO 6' LL 8" REF Cdl • 4. - WHEN TESTING OF THE SECONDARY CONTAINMENT PIPING,THE SEALING BOOT IN THE SUMP IS TO BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER TEST THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY PIPING TO THE SUMP MONITOR. 5. - ALL. PENETRATIONS OF THE SUMP TO BE ON A LINE TOWARD THE CENTER OF THE SUMP TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND RESULTANT WATER TIGHTNESS. ALL PIPING, CONDUIT AND GROUNDS THAT PENETRATE THE SUMP- SIDE WALLS MUST BE SEALED IN SUMPS THAT MUST BE TESTED TO INSURE THAT SUMP IS WATER TIGHT. 6. - THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO. 7. - SEE DETAIL #1 ON SHEET TK4 -2 FOR LIQUID PROBE COUPLING DETAIL 21 2" F.G. VAPOR RECOVERY , 18" (TYP.) • -- "4 . 4" BLACKSTEEL RISER PRIMED AND WRAPPED TO GRADE - 6 11- 0 2" VENT & VAPOR 4 "± NOT TO SCALE Plan View • • --` TANK SHALL BE SET DEAD LEVEL OR SLOPED 1 MAXIMUM FROM LEVEL TOWARD ANNULAR SPACE MONITOR TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUBLE WALL STEEL TANKS. SEE SITE PIPING PLAN AND MATERIALS LIST FOR ACTUAL MANUFACTURER'S CHOSEN FOR THIS PROJECT Underground Tank Section NOT TO SCALE 1 -1/2" MIN. CROWN- (TYP. E NOTE OPENINGS) #12 SEE NOTE 3/4" CONDUIT (SEE NOTE #13) SEAL OFF 4" x 24" L BLACKSTEEL RISER W/ PIPE CAP 1/2" FEMALE EMT FITTING SEE NOTE #3 SEE NOTE #1 00 Ee J -BOX 32" I.D. (TYP) O 44 4 v 3 4" COND. TO TURBINN! - = (SEE NOTE #13) NEW 2" UNION SCR'D BLACKSTEEL 20 PRODUCT PIPING 2" BELL & FNPT ADAPTOR }- BACKFILL ! PEAGRAVEL/ CRUSHED ROCK AS PER TANK MANF. SPECS. (TYP.) 18" (TYP.) • ' O 9. - A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH PREFABRICATION ASSEMBLY CERTIFYING THAT THE ASSEMBLY. OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING THE REQUIREMENT OF THE CODE. - TANK STABILITY SHOULD BE CHECKED AGAINST FLOATATION. 10. - THIS PENETRATION SHALL BE AT A 45' DEGREE ANGLE. SHOWN HERE FOR CLARITY. 11. - FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS. ALL READILY ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE SHALL BE RETROFITTED TO THE FUELS INTO THE STORAGE SYSTEM. 12. - ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A'1 -1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. SEE SECTION A ON DWG. TK3 -6. 0 PRODUCT END OF TANK 2" PIPE PLUG IN 4 "X2" DOUBLE TAPPED BUSHING (TYPICAL W/ INACTIVE SIPHON) . 2' PIPE CAP - HAND TIGHT ONLY `'.. (TYPICAL W /INACTIVE SIPHON) SET AT 6" MIN. 12" MAX. A.C. PAVING 2' -0" N.T.S. EXCAVATION ONLY 4" PVC THREADED PIPE CAP 13. - ALL U.G. CONDUIT (INCLCUII G FITTINGS) TO TANKS SHALL BE RIGID GALVANIZED STEEL (RGS) WITH A BONDED .040" MIN. PVC JACKET. ALL RISERS SHALL BE GROUNDED AND BONDED PER DETAIL #4 ON DWG. TK4 -2:' 14. - TO CALCULATE TOP OF TANK ELEVATION. START WITH 18" MINIMUM DEPTH OF VAPOR RECOVERY LINE AT THE FARTHEST P.SPENSER AND SLOPE 1/4" PER FOOT MAXIMUM TO 1 /16" PER FOOT MINIMUM. ADD 12" AT THE TANK. ADD 13 (FOR 3" PIPE) OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90' OR 45. SET TANKS 6" DEEPER THAN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS THAN 4' -0" BELOW. FINISHED GRADE OR DEEPER THAN 7' -0" BELOW FINISHED GRADE. SEE MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM 1/4" PER FOOT SHALL BE REPORTED TO THE FIELD ENGINEER. b PEAGRAVEL /CRUSHED ROCK BED ISSUED FOR PLAN CHECK - e- ..eLAITCE+YT REXPIRES 01 -07 -99 ) TUKWILLA, WASHINGTON SCALE AS SHOWN 188. SHE CH. SW "wo 72 wo OM 501118 18215 5 72ND AVENUE SOUTH MG NASHINGTON 98032 §OB) 251 -8222 BCE/ 5781 DOUBLE WALL FIBERGLASS COATED STEEL TANK INSTALLATION DETAILS 14860 BLOCK - PACIF - IC HIGHWAY S DATE 11/21/96 APP. SHE r L D -' /• SEALING BAND C - LAMP - \� / WATE TIGHT COVER 26° I.D. ACCESS OPENING _._. TYP i 42" I.D. �' / , NOTE: 32" ID OPENING ARE PROVIDED FOR TH \� -� SPLIT 10,000/10,000 GALLON TANK. A 36 DIAMETER OPENING IS PROVIDED FOR TH E 20 000 GALLON TANK ONLY TO ACCOMMODATE THE DUAL FILL MANHOLE. X 4 - 32: OR 36' LC. - ACC ESS OPENLY \ BE HELD RESPONSI $TS r,:.._. FOR P' TION &PREPARATION PER / RS INSTRUCTIONS AND SHALL / ON •� SUMPS F HYDROSTATIC TESTING -�/ S LEAKING IN THIS AREA OF THE SUMP. 1 SEE NOTE ID y111�1 ! I III {V III HIINII►.tllll��nn����nn • IppNHIIIM��' a :ii - - `� 3 MIN. SAO 48 SUM, ❑ X ,(-� � '� " NEW 2" UNION ;-r� '' J -BOX r, 1 - O I i t, SCR'D BLACKSTEEL - • _ � (� 3/4" CONDUIT TO TURBINE RISER TOP F.R.P. RISER TOP _ _ -. 48' ID SEE TOP JOINT _, ,,, - �� I 0 ii i ® 0 : PING PRODUCT PI TEMP. ALIGNMENT SPACER ATTACHED IN FIELD TO MANHOLE SKIRT (TYP. 4 PLCS.) REMOVE AFTER INSTALLATION 1 ADHESIVE TEMP. ALIGNMENT SPACER ATTACHED IN HELD TO �},. MANHOLE SKIR (TYP. 4 PLCS.} REMO AFTER INSTALLATION � COLLAR RISER• , 1 I ' � �ABOVE 9. SLIP ON - „�, - I I I I 1 Zv (SUPPLIED W/ '//,:' 1 KIT) /' j / I 4 I y R SER I ! ! =i �� rn �� \ ADHESIVE (( S PPLIED RISER V/y KIT} / I , / ( ADHESIVE COLLAR �� ((SUPPLIED W/ TO TANK I � I KIT tt i %\ J I LAY-UP i JOINT DETAIL I I I 25 5/8'• 1. I"- ' � . O / -\ I��- •• ._._''H I�_{,x3 _ �' ' I k I :.. I i i d ACCESS OPENING I & fiVPT •- . i 17 I j AADAPTOR ! I 48" I.D. F.R.P. COLLAR RISER 48 I.D. F.R.P. COLLAR LAMINATED DIRECTLY ON TANK BY FACTORY `._ -� - - � �ABOVE OTE I ADHESIVE D I j I :;:: L A W W/ TO TANK EE } NOTE ABOVE 1 77, ; I ! — O NOTE: ONLY PRODUCT PIPING IS SHOWN IN TIIIS VIEW FOR CLARITY' 0 Sump Section MELN TANK J� I - , '� �r d' � -- ___,/ I TO P � J LAY . `JOINT DETAILS SHOWN Fill Side I I FOR FIBERGLASS STEEL SIMILAR Sump Riser - Standard Turbine Side Sump Riser Standard NOT TO SCALE: _ NOT TO TO SCALE NOT TO SCALE NOTE: THE LOCATION OF THE VENT D■SCHARGE SHALL BE 30" MIN(ITNQWEFOROFFIF�t ESREQUIREMENTS. _ ADJACENT STRUCTURE W •HIN 10' \ VENTS SriA! -L BE INSTALLED .'J ACCORDANCE FASTEN - - - -- O VENT CAP NOTE: THE LOCATION OF THE VENT DISCHARGE SHALL BE 30" ABOVE ROOF AND SHALL NOT BE WITHIN 5 FEET OF ANY - BUILDING OPENING (I.E. DOOR, WINDOW ETC.). VENTS SHALL BE INSTALLED IN ACCORDANCE WITH UNIFORM FIRE CODE REQUIREMENTS. _ O ANT CAP (2) 2" VENT LINES TO RISERS 3 .24,,, 1%' F 111 .FAO .5�R� A0 V5 V}^• UNLEADED 87 15,000 - .. \ , - - il OCTANE GALLON UNLEADED 10,000 T GALLON Vent - ^ SUPR and Schematic \ \\ Vapor �q �•p•� latic 110 II Recovery /� - COMMON EXTRACTOR/0 FLOAT VENT VALVE ASSEMBLY FOR STAGE II VAPOR RECOVERY AND VENT PIPING LOCATED IN SUMP (TYP.) - - ��J�•7 � �l� V' •''E \ \ Z _ - __ . . To -5 UN �. �9 — TILE RO - - ' - •UT BOLT VENT RISERS SECURELY TO FRAME WITH PRE-FORMED CLAMPS 1/4" BEVEL BUTT WELD 511000K �■ \ \ A Y UNISTRUT CLAMP - - - - . l . !� , I �_ - WALL 4 " SQUARE TUBE FRAME, z'I W N / ,�` ✓ 1' -0" MIN M X Vent 3 !V i �� lJ �� Risers �� ,,.�: I ri , , ew l�' ; � !� " . `�i� K�� 62; OF A 2 E 8" at Planter / � - i MITER MP.) 2" GALV. RISER PP AND W PPED - TC GRADE (TYP 7 GALV. SWING JOINT 2" F.G. BELL X MALE ADAPTER 2" F.G. VENT LINE FROM M TANK ' "F ° ,,,, ' TYPICAL �, I ^ SECTION - I l,. I � _i (3) 7' GE RISERS AINT T ALV VO MATCH NT BU!LCING COLOR _ �' GALV. RISER R SE PRIMED AND WRAPPED D TO GRADE (TYPE} FINIS GRADE I V�' 7 8" STUCCO / r)ii .. I 4 I l._i FINISHED FLOOR j, .. (b NOT TO SCALE: /� 0 u . ', % W Z / 2 A.54. v p`, iy d+ 0 ° T7A'Q ENO' E D CITY OFTUKWILA 0F 2&527 • wro Rxamw. ocYtw �rnue» JUN 2 II (997 f) Qi STER4� \1 4 `� .'. 1KE�,1T• WASHINGTON 9N S A L Ea (208) 2511 222 SLOPE 1/4" PER FOOT `� � '�`'�`•. FOOTING T T ANKSS �____ -• ����� S � J � W - `JO \`4 4 EARTH FRO.e TAVNKT LINE '� �/� ✓"• .. - N .' r V 2" GALV. SWIN OINT � - 2' F.G. BELL X MALE DAPTER (THIS IS THE PREFERRED VENT LOCATION OPTION) Vent Risers at Building PERMIT CENTER I EXPIRES 01- 07 -99 I BCE* 5781 5781 .. '. SUMP AND VENT PIPING ` .' `. INSTALLATION DETAILS ROI NOT TO SCALE: ® 4 I NOT TO SCALE: �� '°° 1 °�m 14800 BLOCK - PACIFIC HIGHWAY SOUTH TUKWILLA, WASHINGTON Revisions SCALE AS SHOWN ISSU F K ED OR PLAN CHEC DATE 4/18/97 DR. SHK CH. SHK APP. SHK . TK3 -1 J4 -\ UNDER DISPENSER — __� CON AINMENT SUMP STABILIZER / 4 \� ASSEMLY BAR (OR UNDER DISPEN CONTAINMENT' ° r- \ "B" SIDE OF DISPENSER EDGE OF TRENCH - - -� � VAPOR RECOVERY INE PR SINE ODUCT PRODUCT LINE i I 2" FIBERGLASS PRIMARY PIPE (GYP.) \I 3" FIBERGLASS SECONDARY PIPE (TYP.) - Y 3" FIBERGLASS TEE AND 3" FIBERGLASS 45' ELL. (TYP.) (SECONDARY) Plan View Detail (Blending) op Three Product MPD Piping NOT TO SCALE: 21 2" RIMARY CONT PIPE 2C 3" SECONDARY — CONTAINMENT PIPE 1-1 SHEAR VALVE UNION TOP SECTION MUST BE LUSH (SHEAR SECTION W/ TOP OF PUMP ISLAND) GASOUNE RESISTANT SEALANT AROUND BASE OF DISPENSER TOP OF CONCRETE DRIVE SLAB COMPRE SIO CLAMP (PEP BULKHEAD FITTING NOTE: UNDER DISPENSER CONTAINMENT SHALL BE EQUIPPED WITH A POSITIVE SHUTDOWN ELECTRONIC SENSOR THAT WILL INTERRUPT POWER TO THE DISPENSER. NOTE: ANY STEEL PIPE & FITTINGS TO HAVE MIN. 20 1.11L WRAP W//' 1005 OVERLAP ON DO FICERGLASS PIPE FITTINGS 1 -1/2" FLEX CONNECTOR (TIP. 4 PLCS.) 2" SLEEVE COUPLING WITH 2"x 1 -1/2" REDUCER BUSHING EDGE OF TRENCH 3" FIBERGLASS TEE (TYP.) W/ 2" REDUCING BUSHING "B" SIDE OF DISPENSER 2" SLEEVE COUPLING WITH z 1 -1 REDUCER BUSHING PRIMARY PIPING) 0 3" TEST REDUCER 17 NOT TO SCALE: 2" FIBERGLASS 45 ELL. (TYP.) NOTE: SEE T3 MATERI - AL LIST FOR VAPOR RECOVERY NOT SHOWN THIS VIEW Typical Under Dispenser Containment Sump -- DISPENSER AUXIUARY. JUNCTION BOX (INTERCOM) "A SIDE OF DISPENSER 34 STABILIZER BAR ASSEMBLY FOR UNDER DISPENSER CONTAINMENT UNL PREM 92 OCTANE yy� em II ib 1 -1/2" EMERGENCY SHEAR IMPACT VALVE DOUBLE POPPETED (TYP. 3 PECS.) VAPOR UNLEADED RECOVERY 87 OCTANE NOTES: 1. VAPOR LINES TO SLOPE FROM DISPENSERS. TO TANKS 1/8' PER FOOT MIN. 2. THE VAPOR RECOVERY SHEAR VALVE SHALL BE A TOP ENTRY VALVE. SEE SECTION B ON THIS SHEET 3. ALL SHEAR VALVES SHALL BE SECURELY MOUNTED TO THE STABIUZER BAR ASSEMBLY TO ASSURE VALVES WILL TRIP AND OR SHEAR UPON AN IMPACT OF DESIGN CONDITIONS. 4. ALL UNDER DISPENSER CONTAINMENT SUMPS ARE PREPLUMBED WITH THE ECEPTION OF THE VAPOR RECOVERY ENTRY AND ELECTRICAL CONDUIT ENTRIES. � '/w ^�` J \J Section Shear Valve Section �� NOT TO SCALE: DISPENSER JUNCTION BOX MULTI- PRODUCT O DISPENSER 26 SPLASH GUARD 6" RAISED FULL RADIUS DISPENSER ISLAND 39 SEE DETAIL #15 ON TK3 -4 1- 1/2"x3" NIPPLE 1 -1/2" COUPLING 1- 1/2"x24" FLEX CONN. �3/4 "C, DISPEE AND COMMUNICANSTION R TO POWER BLDG. UNDER DISPENSER CONTAINMENT SUMP. SIZE TO MATCH DISPENSER FOOTPRINT. NOTE: ALL FITTINGS IN UNDER DISPENSER. CONTAINMENT SUMP ARE PRE - INSTALLED EXCEPT FOR VAPOR & ELECTRICAL PENETRATIONS. ELECTRICAL PENETRATIONS ENTER FROM THE "A" SIDE OF THE DISPENSER. PRODUCT AND VAPOR RECOVERY PENETRATIONS ARE LOCATED ON THE " SIDE OF THE DISPENSER. 1 1/2" x 1" REDUCER BUSHING 1 -1// FLEX CORN. 2" (TYP. 4 PLCS.) FUTURE W /PULL ROPE ONLY 3/4"C, - INTERCOM oiLF 1 -1/2" STAGE II VAPOR RECOVERY EMERGENCY SHEAR IMPACT VALVE SAND OR.PEAGRAVEL BACKFILL TOP OF CONCRETE DRIVE SLAB BULKHEAD FITTING C OMPR E S C LAMP PEP . NATIVE SOIL— NOTE: ANY STEEL PIPE & FITTINGS TO HAVE MIN. 20 MIL WRAP W/ 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS T - 1 IMPACT VALVE W/ UNION TOP (S /..4R SECTION MUST BE FLUSH W TOP OF PUMP ISLAND ) TOP OF CONCRETE DRIVE-BLAB 6": BASE OR SURFACE MATERIAL WHERE REDID BY OWNERS ENGINEER NOT TO SCALE:. "B" SIDE OF DISPENSER "B", SIDE OF DISPENSER r' PEP 2" FIBERGLASS 45 ELBOW 3 FIBERGLASS TEE W/ 2" REDUCING BUSHING NOTE: SEE 74 -3 FOR MATERIAL LIST O Vapor Recovery Piping at Dispenser NOT TO SCALE: 2" SLEEVE COUPUNG WITH 2" x 1 -1/2" REDUCER BUSHING (PRIMARY PIPING NATIVE SOIL NOTE: ANY STEEL PIPE & FITTINGS NOTE: SEE TK4 -3 FOR. TO HAVE MIN. 20 MIL WRAP MATERIAL LIST W 100% OVERLAP ON TO FIBERGLASS PIPE FITTINGS Product Piping at Dispenser NOT TO SCALE: COMPACTED SAND OR. PEAGRAVEL BACKFILL ISSUED FOR PLAN CHECK grriv 1- 1 /2"x3" NIPPLE 1 -1/2" COUPLING TOP OF FINISHED SURFACE NOTE: CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT HOLE AND TRENCHES FROM SURFACE WATER RUNOFF UNTIL PAVING - ISREP IVED CITY OF tUKWILA Typical Piping in Trench JUN 2 1997 PERMIT CENTER Revisions 1 -1 2" VAPOR RECOVERY IMPACT VALVE (SHEAR SECTION MUST BE FLUSH W/ TOP OF PUMP ISLAND) ate -- DISPENSER ISLAND VAPOR RECOVERY LINE 2 PRODUCT PIPING LINES 1 -1 /2"x24" FLEX CONN. 2" SLEEVE COUPLING WITH 1 -1/2" REDUCING BUSHING UNDER DISPENSER CONTAINMENT SUMP DISPENSER ISLAND 1- 1/2"x3" NIPPLE 1 -1/2" COUPLING 1 -1 /2"x24" FLEX CONN. 3 "x2".TEST REDUCER UNDER DISPENSER CONTAINMENT SUMP EXPIRES 01 -07 -99 PIPING INSTALLATION DETAILS TUKWILLA, WASHINGTON SCALD NONE • vxo PUPPING MD DOM sp[wuss "NA 18275 7 2N D A4 ENUE 8 0 2 W - 51- 98032 vb) - Z51 -8222 BCE# 5781 DATD 4/18/97 DR. SHK CH. SHK APP. ECC TK3 -3 45 I 19 -1/2" 19 -1/2" , i1� — - • -- - - -- 6" RAISED CONCRETE ISLAND CONCRETE -- DRIVE SLAB CANOPY OPTION -- 28 COAXIAL FUEL HOSE - (OPPOSITE SITE IYP.) COAXIAL NOZZLE- - `/ (OPPOSITE SIDE TYP.) 53 3/4' PRODUCT CONFIGURATION NOTE: FOR A SINGLE HOSE PER SIDE MULTI- PRODUCT DISPENSER AS SHOWN THE UNLEADED 87 OCTANE GRADE SELECTION BUTTON SHALL ALWAYS BE LOCATED ON T)iE LEFT SIDE OF THE DISPENSER FOR BOTH SIDES THE B" SIDE OF THE DISPENSER SHALL BE ALIGNED WITH THE UNDER DISPENSER CONTAINMENT SUMP. PRODUCT AND VAPOR PIPING ENTERS ON THE "B" SIDE OF THE DISPENSER. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR PROPER ORIENTATION AND INSTALLATION. 48" TRAFFIC BOLLARD 6" DIAMETER 36" HIGH CONCRETE FILLED (TYP. 4 PLCS.) 3" SINGLE WALL FIBERGLASS VAPOR RECOVERY HEADER (TYP.) 2" DOUBLE WALLED FIBERGLASS PRODUCT PIPING HEADERS (TYP.) NOTE NEW WAYNE MULTI - PRODUCT DISPENSER SINGLE HOSE EACH SIDE BREAKAWAY VALVE COAXIAL FUEL HOSE (FRONT SIDE TYP.) �7 COAXIAL NOZZLE - (FRONT SIDE TIP.) 6" RAISED CONCRETE ISLAND UNDERGROUND PIPING NOT SHOWN ON THIS DRAWING. SEE DWG. TK3 -3 Wanye V390 B85 Series Blending MPD Electronic Dispenser NOT TO SCALE: CONCRETE DRIVE SLAB EXTENT (TYP.) B SIDE NOT TO SCALE: 22' 87 - 87 OCTANE II9 - 89 OCTANE 92 - 92 OCTANE B" SIDE 6" HIGH 7' -0" LONG DISPENSER ISLAND (TYP. 4 PLCS.) SEE DETAIL #15 ON SHEET TK3 -4 Revisions ISSUED FOR PLAN CHECK TYPICAL MULTI - PRODUCT DISPENSER INSTALLATION DETAILS AND ISLAND PRODUCT CONFIGURATION 14600 BLOCK - PACIFIC HIGHWAY SOUTH... TUKWILLA, WASHINGTON, SCALE NONE DR. SHK CH. SHK DATE 4/18/97 APP. ECC TK3 -''F "6" SIDE 8 Hose Product Layout For MPD's Product Legend 31 5/16" .1, 16" 22" 32 3_/_8"_ COAXIAL FUEL HOSE (OPPOSITE SIDE TYP.) COAXIAL NOZZLE (OPPOSITE SIDE TYP.) CONCRETE DRIVE SLAB 17q11--- 013 NOTE: ISLAND LAYOUT TO BE VERIFIED BY OWNER'S ENGINEER. DISPENSER PRODUCT CONFIGURATION SHALL BE SUCH THAT THE 87 OCTANE FUEL SELECTION BUTTON SHALL ALWAYS BE LOCATED ON THE LEFT SIDE OF THE DISPENSER FOR BOTH SIDES AS SHOWN. Typical Dispenser Product NOTE: THIS DETAIL IS SHOWN FOR PRODUCT CONFIGURATION ONLY. SEE DRAWINGS CA1 -1 FOR DIMENSIONS Configurations at Fueling Island VAPOR RECOVERY SHEAR VALVE LOCATION WHEN MOUNTED ON COMMON (LONG) SUPPORT BAR (PRIMARY OPTION) OPENING FOR 1" VAPOR RECOVERY PIPE ADAPTER HOLE LOCATION (ALTERNATE) I / o SPEAKER REAR "B" SIDE OF DISPENSER 48" "A" SIDE OF NOTE: DIMENSIONS SHOWN IN THIS VIEW DISPENSER. ARE TO BE USED FOR SIZING UNDER DISPENSER CONTAINMENT, CONCRETE CUTOUT CLEARANCES AND DISPENSER MOUNTING CROWN. WAYNE PLAN VIEW MOD # V390 Wayne V390 Series 0 MPD Dispenser Base Dimensions A NOT TO. SCALE, DISPENSER LOCATION ROLLED SIDE EDGE Steel Island Forms (4) 3/4" x 1 - 1/2" SLOTS FOR ANCHOR BOLTS (3) 1 1/2" SUPPLY UNIONS (2 UP FROM BASE) . — (4) 3/4" x 1-1/2" SLOTS FOR o I ANCHOR BOLTS v__ 1" CONDUIT OPENING RECEIVED CITY OF TUKWILA JUN 2 4 19)7 PERMIT CENTER I EXPIRES 01- 07 -99. 0HQ T /W0 ENGC 18215 72ND AVENUE SOUTH KENT Y/A4F11"7 - 7 2 98032 (Z08} 251 -8222 -- BCE# 5781 REQUIRED DEADMAN DIMENSIONS TANK DEADMAN DEADMAN DEADMAN TANK SITE LENGTH I LENGTH HEIGHT WIDTH B• 'C' ' D' 10 FT. DIA. PER MANE. 'A' +1' -O" 24" 18" NOT TO SCALE: L: TTP'CAL For, 10' DIAMETER i.,LKS 4 Typical Tank Slab Reinforcing NO TO SCALE: FILTER FABRIC SEE :NOTE NO. :5 UNSTABLE SOIL THE DIMENSION � MUST BE 4 FT. FROM BOTH ODES AND ANDS ('WITH FIBERGLASS TANKS) `\ NOT TO GOAL E: 'A k 36" 18' BETWEEN FILLS Typical Anchoring for (2 ) 1U-0" Diameter Tanks EW JNDE:RGROUND TANK CONCRETE "DEADMAN". WHEN MORE THAN ONE TANK IS INSTALLED LHE DEADI BETWEEN TANKS SHALL BE DOUBLE IN W +TSB TO ACCOMMODATE BOTH TANKS. (HE TANKS MUST BE 3' -0" APART (SEE CHAR') HOLD-DOWN STRAPS FURNISHED BY TANK MFR. & PLACED AT DESIGNATED LOCATIONS. (NUMBER AS REQUIRED) ( �— 1' -0" CHAMFER (TYP.) 6" x 6' -4/4 WWM TOP & BOTTOM y (OR #4 @ 16" O.0 TOP & BOTTOM EACH WAY ) 3/4" WIRE ROPE W/ TRIPLE V CLAMP COVER ENTIRELY 8/ LIBERAL COAT OF ASPHALT CEMENT #4 POD "HAIRPIN" ONE FOR EA. STRAP 2 yyL REBAR FUL' LENGTH Typical Tank Anchoring © and Connections 13 #3 REBAR CAGE TOP & OCTTOM 2" COYER TYP. ALL AROUND PENETRATIONS VENT /VAPOR RECOVERY (PHASE II) TANK LEVEL GAUGE (TYP.) 19 1 VENT /VAPOR RECOVERY (PHASE I) (TYP.) CONTROL EXPANSION JOINTS TO BE "TOOLED" WITH 3/8" RADIUS ACTUAL DIMENSIONS ARE PER MANUFACTURER'S CUT SHEETS AND VARY ACCORDING TO MANUFACTURER CHOSEN FOR THIS PR ^SECT. NOTES: (1) FILTER FABRIC (DUPONT TYPAR OR MIRAEI 5UX IS REQUIRED. FABRIC MUST EXTEND 1' ABOVE MAXIMUM HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, ETC., SEAMS MUST BE LAPPED 1' MINIMUM. (2) TANK MUST BE BALLASTED BY FILLING WITH LIQUID UNTIL BACKFILL IS COMPLETE. CAUTION DO NOT FILL FIBERGLASS TANK WITH LIQUID UNTIL BACKFILL IS EVEN WITH TOP. SEE SPECIFICATIONS_ (3) DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED BY OWNERS ENGINEER OR AUTHORITY HAVING JURISDICTION. WHEN REQUIRED, THE. ANCHORING SYSTEM SHALL BE IN COMPLIANCE WITH AUTHORITY HAVING JURISDICTION. (4) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE • WITHIN 5 FEET OF GRADE CONTRACTOR SHALL NOTIFY ENGINEER FOR DIRECTION ON ANCHORING METHOD TO BE USED. (DEADMAN OR ANCHORING SLAB) (5) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE INTERLOCKING ENGINEERED SHORING PLAN PROVIDED AND SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY A STATE CERTIFIED ENGINEER. WHEN DEADMAN IS PRECAST OUT OF THE HOLE ADD ONE #3 REBAR IN EACH A I W/ 2 " SEE CHART FOR DEADMAN , DIMENSIONS ALL MANHOLE ACCESS COVERS (14, 15 16 TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE (TYP.) FILL PORT 1-014 API STANDARD COLORS UNLEADED PREMIUM 92 OCTANE UNLEADED 87 OCTANE - UNLEADED PLUS 89 OCTANE NOT TO SCALE: ,TYP•. AL Access Cover Identification Standard Two Point Fill 18" X 42" I.D. (TYP.) (TYP) �.- _ ; ; U► 1111111111111111111111111111111111111111110hD NOTE: ALL MANHOLES ON THE TANK. SLAB SHALL BE INSTALLED WITH A 1 -1/2" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO THE MANHOLE. Typical Slab at Tanks NOT TO SCALE: STANDARD DETAIL FOR 10" 12" OR 14" ACCESS COVERS. NO OTHER MARKINGS ARE PERMITTED. STAGE I VAPOR RECOVERY 4 "x4 HIGHWAY REFLECTOR MARKER FOR PRODUCT IDENTIFICATION. COLORED PER API STANDARDS. EPDXY MOUNTED.- - RED - WHITE - BLUE / 18" (TYP.) IN. AROUND ALL PENETRATIONS (TYP) c a Chevron Marketing Revisions ISSUED FOR PLAN CHECK RESUBMITTAL TO PLAN REVIEW 8" CONCRETE TANK SLAB W/ 6X6/#4/4 WWM TOP & BOTTOM OR #4 ® 12" 0.C. EACH WAY TOP & BOTTOM RECEIVED CITY OF TUKWILq JUN 2 1997 / PERMIT CENTER O/? I6 12 97 A.C. PAVIi:A EXPIRES 01 -07 -99 TANK SLAB, ANCHORING & IDENTIFICATION MARKING DETAILS TUKWILLA, WASHINGTON SCALE NONE DR. SHK 74 '0 ENG'Y 'LW E1.VOm1c uro oESxr1 SIT-MA 5 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (206) 6)2_ 251 -6222 BCE# 5781 4600 BLOCK - PACIFIC HIGHWAY SOUTH DATE 4/18/97 CH. SHK < APP. ECC TK3-5 71 1 1 r- 1 •.1,1 .T' ' ,, " " PROBE- r W 1 ° =ME I 1 # .... I DISPENSER ELECTRONIC C ,,K; cARL s;sr 1 c —yssr L 'it- i- , ,, , k, .-RELAY. w -,. .....m .1 ....... = - ,_ = i 1 i Whil ,111 SENSOR - - - --1-J-I-r+ r 1 " i. - - - - - o 0 0 ] 4.0' g E 1:1 71 1 1 r- 1 •.1,1 .T' ' ,, " " - - DISPENSER ELECTRONIC C ,,K; cARL s;sr 1 c —yssr L , J. fIT . 7 -1 4 AA FUTURE LEAVE SLACK F C . ONN F ETTAS I ` 1,) PAM ENS DISPENSER LIGHTS \ SWITCH DISPENSER "aelAREN WAYNE DISTRIBUTION BOX R1 2 R1 3 L1 L2 1L0X0 1X. eXo. Wel 1.0 [ XeINC010 rojb,Ko] DIMI:11111 EOM I' _J CONNECTOR BOX r--\ DISPENSER #1 CONTROL PDX/ER EMERGENCY STOP CONTROL POWER RITPL HI- PHASE ISOLATION RELAYS (4 PER DISPENSER) I , r] L FI F L TT 1 - DISPENSER TERMINAL STRIP (TYP. OF 8) 1.^.1 CONDUIT TO INTERCOM 3/4" 7 C 4-#16 (DATA) 1 #1 2 (GRD.) 3/ 4" C R2 I;E FOR D4S TYPES & COUNT) ADDITIONAL ' ,___ I 1 , ,-- SK I , I ! E ,.. _ } 1 - _ I I , Ilir II ! 1 I I I 1 iI III: r- r- i I : i I I I drifithilkibilifilitiritiNitillidlii C O] C •RolleXoNeij[e][eXoNel[(9101149(0)(0](01K9DIDNoNel[0](0 .) e] if EARTH GROUND CONDUIT 3 3 Typical Dispenser (MPD Three Product, Single Hose Each Side) [leaded Unleaded Pius and Unleaded Premium SEE WIRING NOTE #2 WIRING NOTES: 1. THE WIRING SDN IS FOR 0 VARIABLE SPEED TURBINE AND 2 CONVENTIONAL 1 1/2 HP TURBINES. WHEN ADDITIO VARIABLE FREQUENCY TURBINES ARE USED, A JUMPER MUST BE ADDED FROM TERMINAL LP TO 28, 3B, ETC. THE TERMINALS 2A, 3A, ETC. ARE THEN WIRED TO THE RESPECTIVE TERMINAL " C" ON THE TES-350 AND THE " N/cr TERMINAL WIRED TO THE HOOK INPUT ON THE 1ST-VFC CONTROLLER. 2. THE JUMPER BETWEEN EMI AND EM2 MUST BE REMOVED WHEN INSTAWNG REMOTE EM STOP SWITCHES. DO NOT REMOVE JUMPER BETWEEN EM3 AND EM4. WA. BROWN FACTORY WIRING (IF USED) FIELD WIRING EMERGENCY SHUT OFF SWITCH AT REMOTE LOCATION (INSTALLED ONLY IF REQUIRED BY UFC) EMERGENCY SHUT OFF SWITCH ON BLDG. WALL EMERGENCY SHUT OFF SWITCH AT SALES COUNTER 1/2"C EMERGENCY SHUT OFF SWITCHES rxrp-o(Lb Wiring Legend (BELOW TERMINAL STRIP) rr -13-1- 11 ---- 1 "3-7 7c F I FFFI L moui L mom; L t MOM J • PUMP SWITCH (rm.) PUMP RUN LIGHT (TYP.) VEEDER ROOT L PUMP #1 CONTROL POWER N IST-VFC g g Li 12 PUMP #2 CONTROL POWER 1 1 3/4" C,ti 302 -1-1#12 I GRD. (I 1 1 -- POWER AREA PUMP #3 CONTROL POWER UNLEADED OCTANE .. L E / I UNLEADED PLUS UNLEADED 8 89 OCTANE PREMIUM SUBMERSIBLE TURBINE #1 92 OCTANE PMA-VS" NOTE: ADDITIONAL TURBINE FOR GREATER THAN 12 FUELING POSITIONS WIRED SIMILAR. Sheet Notes GENERAL PUMP #4 EMERGENCY CONTROL STOP CONTROL POWER POWER SPARE 3/4c, 2#12 -Fe#12 GRD. 1. ALL WIRE TO BE COPPER WITH THHN/THWN INSULATION. 2. CAUTION: 120VAC WIRING MUST NOT BE CONNECTED TO LOW VOLTAGE CONNECTIONS. DAMAGE FROM MISWIRING IS NOT COVERED BY WARRANTY. DAMAGE DUE TO IMPROPER WIRING WILL BE BILLED BACK TO THE INSTALLING CONTRACTOR. 3. MAXIMUM 20 AMP 2-POLE, CIRCUIT BREAKER FOR 240 VAC, 1-1/2 HP MOTOR IN PANEL 4 WIRING TO BE INSTALLED BY CONTRACTOR IS SHOWN IN LEGEND. SOLID LINES INDICATE MANUFACTURER INSTALLED WIRING. ONLY CRITICAL EMERGENCY AND LEAK DETECTION PANEL WIRING SHOWN. 5, ALL U.G. CONDUIT SHALL BE RIGID GALVANIZED OR PVC SCHEDULE 40. ALL FITTINGS SHALL BE RIGID GALVANIZED. 6. BROWN BOX IS FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR 7. BROWN BOX IS U.L. LISTED. GILBARCO D -BOX AND F.E. PETRO 1ST-ARC CONTROLLER ARE PR EINSTALLED IN BROWN BOX. , VEEDER 155 -355 REMOTE MOUNTED AT TELEPHONE BACKBOARD. 8. WARNING - THIS IS INTRINSICALLY SAFE WIRING AND MUST BE SEPARATED FROM ALL OTHER WIRING AND INSTALL IN CONDUIT. MAXIMUM CABLE LENGTH BETWEEN MONITOR AND SENSORS IS 1,000 FEET. SPECIAL NOTE IT IS THE INTENT OF THIS DESIGN THAT ANY FAILURE . OF THE LEAK DETECTION SYSTEM, THAT ALL POWER TO THE PRODUCT PUMPS WILL BE INTERRUPTED. • 10. CERTIFIED INSTALLERS- ALL MANUFACTURERS TRAINING REQUIREMENTS SHALL BE MET BY CONTRACTOR INSTALLING PROBES AND WIRING TO MONITORING SYSTEM AS WELL AS DISPENSER WIRING. 11. IT IS THE RESPONSIBIUTY OF THE INSTALLING CONTRACTOR TO NOTIFY THE VEEDER ROOT DISTRIBUTOR FOR STARTUP. INTRINSICALLY SAFE AREA FROM CIRCUIT BREAKER PANEL L1 N L1 ISLAND CARD READER #1 WIREWAY SEE NOTE #8 IF SHIELDED CABLE USED BOND SHIELD AT THIS POINT. 1 PUMP CONTROL RELAYS DIe rol IDIOM 10X(9[(9 ColCo][01 CUM COM 01 ISLAND CARD READER #2 VEEDER ROOT TLS 350 LEAK /;: DETECTION MONITOR \I'Y AND TANK GAUGE (TO BE MOUNTED AT TELEPHONE BACKBOARD) NOTE: ENTRY INTO PANEL MUST BE THROUGH PERFORMED KNOCKOUTS 3M SPUCE KIT REQUIRED (TYP.) L 1 L - L._ L NOTE: IF PVC CONDUIT IS USED 2 CONDUCTOR SHIELDED CABLE MUST BE USED TO MAKE CONNECTIONS 1" C, 18 #18 THHN HAZARDOUS AREA WEATHERPROOF -BOX PROBE LOCATED (1 PER PROBE) IN FILL SUMP TANK D - - - UNLEADED _1 GAUGING (IF INSTALLED) WEATHERPROOF J -BOX SENSOR LOCATED (1 PER SENSOR) IN ANNULAR SPACE LEAK - -I UNLEADED I DETECTION I INTERSTITIAL WEATHERPROOF J -BOX SENSOR LOCATED (1 PER SENSOR) IN TURBINE SUMP - r i LEAK - UNLEADE D .J DETECTION SUMP RECEIVED CITY OF TUKWILA JUN 2 4 1997 PERMIT CENTER Revisions ISSUED FOR PLAN CHECK z TO OTHER SENSOR JUNCTION BOXES UNLEADED PLUS & UNLEADED PREMIUM TANKS <DO <De I EXPIRES 01-07-99 VEEDER ROOT LEAK DETECTION AND DISPENSER WIRING DIAGRAM TUKWILLA, WASHINGTON PLAIRMC MO DOM smcmusr, 18215 72ND AVENUE SOUTH KENT. WASHINGTON 98032 (208) 251-6222 BCE* 5781 4600 BLOCK - PACIFIC HIGHWAY SOUTH TK4-1 SCALE: NONE DATE. 4/18/97 DR. SHK CH. SHK APP. ECC NO NO 10 SCALE Liquid Sensor EQUIPMENT SCHEDULE ITEM DESCRIPTION 1 /2 X 8' LONG CONTINUOUS COPPER CLAD GRC)!ND ROD #- Si RAANDED AWG BARE COPPER GROUND WIRE. PROVIDE TERMINAL CONNECTORS AT IJ -BOLT CONNECTIONS CADWELD #4 CABLE TO i I GROUND ROD "T" CONNECTOR MOLD PART NO. OTC-151L, WELD METAL #90 BURNDT # YGHC2C2 COMPRESSION GROUND TAP LIQUID TIGHT CONNECTOR, T 5 \' T &8 CAT. NO. 2631 4" DIAMETER U - -130C1 WITH ANCHORING PLATE I AND DOUBLE HEX NUTS EACH SIDE FOR GROUND WIRE TERMINAL CONNECTIONS :UIL S:A.IIC ABLE UP SECURE TC GAL�:A.N. CID vI1 AU: , TOM OF S'URU OTh 5 2 TYP -) I lero .3 DED UNL ELIDE) REGULAR PREMIUM 57 OCT.UNCE 92 OCTANE r -- -1 2 - rYP.) S I I 141(TOR) I / d I I I 3 , , I �." I GROUND'. 1 3 NOT TO SCALE: Plan View NOT TO SCALE: - 5 (PEP) L - FARTH ^ Static Groundina Detail 1 4 �- CONCRETE SLAB FIBERGLASS TAN' TANK CONTAINMNT E BOX (TOP. (GROUND ROD iNSTA.LLED IN SOIL NOT PEAGRAVEL /CRUSHED ROCK BACKFILL) SPLICE 1 FT. FROM BOTTOM OF RISER PIPE 2 (TYP.) BOND GROUND WIRE TO ALL METALLIC RISERS AS REQUIRED (TYP.) I SEE BONDING DETAIL TURBINE SIDE SUMP (TOP.) \ \ y 6 J 1 J -- - - -- MANHOLE - C -H GRFX WITH COVER AND GASKET WEATHERPROOF JUNCTION BOX LEADER CABLE - -.- ,-- 2 CORD GRIP 'N SEALS SUPPLIED � ` 11TH SENSOR SEE INSET VIEW OF SENSOR SWITCH AT BOTTOM OF TANK -. Annular Sensor Installation 2 ; � � NOT TO SCALE: FINISH SURFACE 4" CAW. FILL PIPE (TYP.) CONTAINMENT SUMPS (TYP.) DOUBL WALL T ANKS 2 WIRE CABLE -- -4" DIA. RISER �- PEAGRAVEL /CRUSHED ROCK / -EPDXY SEAL PER NFPA SPEC TO LEAK DETECTION MONITOR SENSOR SWITCH MUST REACH BOTTOM OF TANK TERMINAL CONNECTION #4 STRANDED AWG ANCHORING PLATE WELDED TO RISER AFTER BOLTED CONNECTION IS MADE ANCHORING PLATE 4" DIA. U -BOLT (TYP.) EN I. RISER (TYP.) U -BOLT WELDED TO RISER AFTER CONNECTION IS MADE Bonding Detail NOT TO SCALE: TURBINE RELAYS SEE TK4 -1 FOR SPECIFIC WIRING VEEDER ROOT TLS -3S0 LEAK DETECTION MONITOR A— MONITOR IN ANNULAR SPACE B— MONITOR IN TURBINE SUMP C— LEVEL- GAUGE Tank and Monitoring Conduit Schematic CONCRETE SLAB FIBERGLASS TANK -� NOT TO SCALE: INSTALLED ONLY IF REQUIRED Tank Gauging Installation UNLEADED REGULAR TK4 -2 B'- A L J 3/4 "C, 12 #18 THWN MANHOLE - 2 CORD GRIP SEALS SUPPLIED WITH SENSOR C -H GRFX WITH COVER AND GASKET WEATHERPROOF JUNCTION BOX EPDXY SEAL PER NFPA SPEC TO LEAK DETECTION MONITOR 2 WIRE CABLE 4" API PIPE SCHEDULE 40 LEVEL PROBE UNLEADED PREMIUM r A C 3/4" C, 6 #18 THWN + CONDUIT FILLS SHOWN ASSUME TANK GAUGING INSTALLED. SEE MANUFACTURERS WIRING DIAGRAM FOR SPECIFIC WIRING AND FURTHER INFORMATION. WIRE THE EQUIPMENT AS REQUIRED BY. THE MANUFACTURERS WIRING DIAGRAMS. 3/4 "C, 2 #18 THWN 3/4"C, 4 #18 THWN CROUSE -HINDS GRFX 339 WITH GASKET AND BLANK COVER (TYP. 6 PLCS) TURBINE SUMP (TYP.) CROUSE -HINDS EYS3 (TYP_ 10 PLCS.) A & B MONITORING PROBES ARE WIRED AT PANEL FOR EACH TANK PER WIRING DIAGRAM. EACH TURBINE RELAY IS TO BE WIRED INTO THE MONITOR CONTROL SO THAT AN ACTIVATION OF TURBINE SIDE SUMP PROBE OR ANNULAR SPACE PROBE WILL SHUT DOWN. THE TURBINE(S) FOR THAT TANK. RECEIVED CITY OF TUKWILA JUN 2 4 1P.Q7 ALL U.G. CONDUIT CDIG NITGS SH. ZED (RSG) - WITH A BONDED .040 " MIN. PVFTIN C JACKET. ALL BE RIGID GALVANI PERMITTCENTCB * INTRINSICALLY SAFE WIRING. NO OTHER WIRING PERMITTED IN CONDUIT. Chevron Marketing Revisions ISSUED FOR PLAN CHECK SCALE: NONE 14600 BLOCK PACIFIC HIGHWAY SOUTH TUKWILA, WASHINGTON TANK ELECTRICAL SCHEMATIC DIAGRAMS DR. SHK CH. SHE APP, ECC TK4 -2 DATES 4/18/97 ITEM 13 14 15 76 19 20 21 22 23 24 25 NOT USED NOT USED MODERN WELDING h NOT USED VAPOR ADAPTOR & CAP ALUMINUM DROP TUBE DESCRIPTION 15,000 GAL. & 10,000 GAL. DOUBLE WALL FIBERGLASS COATED STEEL TANKS 42" TURBINE SIDE CONTAINMENT SUMPS COLLAR AT SUMP 36" DIA. MANHOLE VENT VALVE ASSEMBLY EXTRACTOR, FITTING 4 "X4 "02'X2" RAIN COLLAR CAP 3" BALL FLOAT VALVE TURBINE PUMP 1.5 H.P. STANDARD TURBINE CONTROL BOX 3 PHASE POWER LEAK (MECHANICAL) DETECTOR 2" x 24" L FLEX CONNECTOR W /SWIVEL END 3"X2" TEST REDUCER 18" DIA MANHOLE 12" STAGE I OVERFILL AND OVERSPILL MANHOLES FILL ADAPTER & CAP LIQUID LEAK SENSOR AT SUMP LIQUID LEAK SENSOR FOR TANK ANNULAR SPACE SECONDARY PRODUCT CONTAINMENT PIPING PRIMARY VENT AND VAPOR CONTAINMENT PIPING BULKHEAD FITTING 3/4" COMPRESSION FITTING, AIRTIGHT (AT SUMPS) CONTAINMENT COLLAR "MODERN WELDING" "UNIVERSAL" #68 -3610 UNIVERSAL #420 -3020 ".AMERICAN CONTAINMENT' "UNIVERSAL" #38- 301118 F.E. " PETRO" MODEL # STP -V -150 F.E. PETRO" MODEL #STP -2B FE PETRO" MODEL #STP -MLD " HOSEMASTER" FSMS, 2' x 24 CTC 3X3S "BAKER" #400 -18RL "UNIVERSAL #71C0 -1213 "UNIVERSAL" #724 -4040 W/ #733 -40 "UNIVERSAL" #723 -4012 "VEEDER ROOT VEEDER ROOT "AMERON" DUALOY 3000L "ENVIRON" 3" #FEB -6300 ENVIRON" #FEB -075 85 20" 2" 4" I i Material List at Tank "MODERN WELDING STEEL TANK W /FIBERGLASS WRAP "UNIVERSAL" #0611V -3040 WI #0612VC -30 "AMERON" DUALOY 3000L, "ENVIRON" GEOFLEX II 25' -8' c_ NOT TO SCALE "AMERICAN CONTAINMENT AC -42' 42" x 48" W /HIGH OPENING LID. SEE NOTE BELOW 15,000 Gallon Tank Fitting Orientation Details UNDER DISPENSER SPILL CONTAINMENT SUMP NOT USED VENT CAP DESCRIPTION "GOODYEAR" FLEXSTEEL VA "UNIVERSAL" 46CS -2080 t;x;1i L ( 3 "ENVIRON" MODEL #DDS -4715 W/ SBA-4715 STABILIZER BARS, OR EQUAL FLUSH PLATE PUSHBUTTON W/ K60 COVER, INDOOR NOTE: THIS MATERIALS EQUIPMENT SCHEDULE IS NOT COMPLETE UST OF MATERIALS. CONTRACTOR IS RESPONSIBLE FOR ALL MISCELLANEOUS EQUIPMENT, MATERIALS AND DEVICES TO PROVIDE A COMPLETE AND OPERABLE - SYSTEM. SEE NOTE BELOW SEE NOTE BELOW . 1. THE .UNDERGROUND TANK SHALL BE A UNDERWRITER LABORATORIES INCORPORATED TANK LISTED FOR THE UNDERGROUND STORAGE. OF ALL FLAMMABLE AND COMBUSTIBLE MOTOR FUELS. LISTING MUST INCLUDE THE ABILITY TO WITHSTAND A VACUUM TEST OF 13.8 INCHES OF HG. 2. UNDERGROUND TANK INSTALLATION AND TESTING SHALL BE PER U. L LISTED MANUFA CTURER'S INSTALLATION. INSTRUCTIONS". INSTALLATION SHALL CONFORM TO NFPA- 30 AND .ALL APPLICABLE LOCAL AND STATE REGULATIONS. 3. MONITOR SYSTEMS FOR THE - INTERSTICE" SHALL BE BY AN INCON UQUID SENSOR, AND IN ACCORDANCE WITH APPLICABLE LOCAL AND STATE REGULATIONS. 4. BEDDING AND BACKFILL. MAY BE SAND, PEA GRAVEL, ROUNDED AGGREGATE CRUSHED STONE Ott NATIVE SOIL IN ACCORDANCE WITH MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS. 5. THE DESIGN; ASSEMBLY, AND TESTING OF THE PIPING SYSTEM SHALL BE IN CONFORMANCE WITH THE .APPUCABLE SECTION ' ":OF ANSI -831, AMERICAN NATIONAL STANDARD CODE FOR PRESSURE PIPING, AND NFPA 30, FLAMMABLE AND - COMBUSTIBLE LIQUIDS CODE. 6. ALL ASSOCIATED PIPING SHALL BE PROTECTED FROM CORROSION. 7. jSEE DRAWINGS FOR NUMBER OF FITTINGS, :CONFIGURATION, ACCESSORIES AND SUMP RISER DETAILS. z ABBR. DESCRIPTION ABBR. DESCRIPTION ASPHALT CONCRETE '. MIN. API AMERICAN PETROLEUM INSTITUTE MNPT APPROX. APPROXIMATE N.C. AUX. AUXILIARY NIP BLU. BLUE NPT BLK. BLACK : - NO. C. s CONDUIT - N.O. COMB. COMBINATION N/A CONN. CONNECTOR /CONNECTION N.T.S. CORP. CORPORATION 0.0. • CENTER LINE DBL DOUBLE D DEEP DIM. DIMENSION D.C. DIRECT CURRENT DWG. DRAWING EMT ELECTRICAL METALLIC TUBING ELBOW ELL FT. FLEX, FLEXIBLE FOOT Abbreviations List SEC SECTION FRP FIBERGLASS REINFORCED PLASTIC TYP. TYPICAL FNPT FEMALE NATIONAL PIPE THREAD U.L. UNDERWRITERS F.G. - FIBERLASS U/G UNDERGROUND GALLO - - V .. VAPOR LINE GALV. GALVANIZED VAC VOLT AMP CURRENT HDi HEXAGON V.R. VAPOR RECOVERY. H.P. ' HORSEPOWER VIO. VIOLET I.D., ,,INSIDE DIAMETER RECEIVED WAT, WHITE CITY OF TUKWILA J -800 1 JUNCTION BOX W/ WITH L ..LONG JUN 2 II )997 MAX M;<+XIMUM P ERMIT CENTER MANE.. MANUFACTURER t MINIMUM . MALE NATIONAL PIPE THREADS NORMALLY CLOSED NIPPLE NATIONAL:. PIPE THREAD NUMBER NORMALLY OPEN NOT APPLICABLE NOT TO SCALE OUTSIDE DIAMETER PRODUCT UNE PVC POLYVINYL CHLORIDE QTY...: QUANTITY REF. REFERENCE REQ'D. REQUIRED RAG RIGID STEEL GALVANIZED SPECS. SPECIFICATIONS SCH. SCHEDULE SCR}O. SCREWED LABORATORY • MATERIALS UST, ABBREVIATIONS, TANK ORIENTATIONS CH. ITEM DESCRIPTION BLENDING MULTI - PRODUCT DISPENSERS 26 W/ BALANCE VAPOR RECOVERY 27 VAPOR ASSIST DISPENSER NOZZLE 'La 29 ITEM 3D 31 37 38 ITEM 43 44 9' -6" COAXIAL FUEL HOSE VAPOR ASSIST W/12 WHIP FUEL HOSE BREAKAWAY VALVE Material List at Dispenser Containment Basin DESCRIPTION PRODUCT IMPACT VALVE DOUBLE POPPET VAPOR RECOVERY 1..1/2" IMPACT VALVE 1 -1/2" FLEX CONNECTOR 18" UNDER DISPENSER SUMP PRODUCT PIPING PENETRATION FITTING FOR FLEX PIPE UNDER DISPENSER SUMP VAPOR PIPING PENETRATION 3" UNDER DISPENSER SUMP CONDUIT. PENETRATION FITTING 3/4" LEAK DETECTION MONITOR CONSOLE DISPENER INTERFACE BOX. EMERGENCY. CUT-OFF SWITCH (INDOOR) EMERGENCY CUT-OFF SWITCH (OUTDOOR) Material List at Dispenser `island "OPW' I1VAI "HUSKY #4034 "UNIVERSAL" #521 RFS -15 ` UNIVERSAL' #515-1015 FSMS (1 1/2" x 18") "ENVIRON" MODEL #FEB -5150 "ENVIRON MODEL #FEB -6300 "ENVIRON" MODEL #FEB -075 Material List at Building WAYNE (SEE DWG.- TK4 -1) SQUARE D CLASS 39001 K25 (SEE .DWG. TK44.1) aD CONTAINMENT COLLAR 10,000 Gallon Tank Fitting Orientation Details " WAYNE" V390 BLENDING (THREE PRODUCT MPD W/ SINGLE HOSE PER SIDE) VEEDER ROOT" MODEL TLS-350 CONSOLE 8/ PRINTER _(SEE DWG. .TK4 -1) SEE NOTE ,BELOW SQUARED CLASS 9001 KR3RH6 PUSHBUTTON N.C. WITH K60 COVER IN WEATHERPROOF ENCLOSURE (SEE DWG. TK4 -1) NOT TO SCALE - , - General Notes ReyI GENERAL NOTES CHEVRON . CONVENIENCE STORE 14600 BLOCK PACIFIC HIGHWAY SOUTH TUWAIILLA WASHINGTON SCALE NONE DATEI, ,47`18/97 SHK APP. ECC A 44th STREETS .. OD po 42n, AVENUE S R� 45th AVENUE S ;46th STREETS SITE i 51st AVENUE S 147th STREET S 150th STREET S 148th STREET 1 ----- 1 --- VICINITY MAP `PROPOSED BUILDING :. 25 PJL PROPOSED GRADE j EX. GRADE SECTION A -A 1' -10` HORZ 1' =10' VERT PROPOSED:GR.ADE 'h6,*-24 DRAINAGE FROM 'SLOPES AND. ROCKERY SHALL 'BE- CONVEYEQ TO NORTH IN AN EASEMENT` TO SOUTH 446TH STREET YN At't UNDERGROUND PIPE CONVEYANCE EPTUAL GRADING AND DRAINAGE AN CBS_ IX. STREET UG RIM - 3191 -: - - - — TO BE RELOCATED 1E= 315.R± •ROPOSED ARE HYDRANT T om // / PACIFIC / 3p; SECTION C -C 1 ° -10' HORZ 1' =10' : VERT FREESTANDING ID SIGN (18'. HEIGHT, 75 S0. FT. FACE) P/L SCALE: r-20' 10 • DC. GRADE\ �^ - otae GENERAL SITE DATA: 100 feet South of the SWC and South 146th Street EXISTING ZONING: Neighborhood Commercial Center SURROUNDING ZONING: North: NCC South: NCC East NCC West: NCC of Pacific Highway South City of Tukwila SURROUNDING USES: North: Equipment Rental Store South: Pizza Hut Southeast: Apartments East: Motet West Auto: Sales SITE DIMENSIONS: ARCO Site Length: 183 feet Width: Irregular Gross Total Area - 27,579 Square Feet Water S ource - Water. District No. 125 (206 - 242 -9547) Sewer Source - Vervue Sewer (206- 242 -3236) Power. Source - Puget. Sound Power & Light Company Phone' Source -U. S. West Communications B I.'IN S RP 5 H IG LIMITATIONS: Front - 12 feet Side Yard- 10 teet Side Yard - 10 feet Rear Yard - 10 feet. Canopy - 10 feet /35 feet Pump Island - 10 feet /35 feet Building Height Maximum - 35 feet 5IGNAGE: Total Area Allowed (All Signs) - N/A Pole Sign OK? - Yes Monument Sign OK? Yes No. Permitted - Max. Area on Free- standing Signs /Face - 150 square feet (75 square feet per face) Setback - 10 feet Max. Height - 18 feet (limited to height of tallest building) WAl Signs - Yes No. Permitted - 1 • Max. Area Permitted - 180 .square feet (20% of building face to which it is attached) PARKING REQUIREMENTS: ( 2 5 per 1,000 square feet. gross floor area) No. of Spaces Required - 6 No. of Spaces Provided - 6 Standard Stall Size -. 9 feet x 19 feet (including overhang) Aisle Width (Min) (2 -Way Traffic) - 24 feet LANDSCAPE REQUIREMENTS, Gross Z Required - 0 Gross 9 Provided - 24.5% Net Area Provided - 6,758 square feet Strip Buffer Along Street Required - 5 feet Rear Yard Required No Side Yard Required - No NOTF BOUNDARY INFORMATION FROM MARCH 1983 RECORD OF SURVEY BY GRAY AND LARSON. BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION AND RECOMMENDS AN ENGINEERING SURVEY TO VERIFY SITE DIMENSIONS AND AREA. LEGEND DOSTING GROUND SPOT ELEVATION EXISTING GROUND CONTOUR PROPOSED GRADE PROPOSED RETAINING WALL EXISTING SAN. SEWER EXISTING STORM DRAIN EXISTING WATER MAIN EXISTING GAS MAIN PROPOSED CATCH BASIN PROPOSED STORM PIPE PROPOSED TRENCH DRAIN PROPOSED SPOT ELEV. PROPOSED PAVEMENT APPROVED SUBJECT TO ORDINANCE APR 2 1 1997 T fT - � { jy � � nee SS -— /7// _ 98.9 RECEIVED CITY OF 'rum. APR 2 4 1997 PERMIT CENTER lir 0 � r E z 0 z tr W Q Z C - Z U U Q 0 O Z T . o W P CC co Ne Z 0) } W J 0 0 I v ®cr m cc W z W 5v