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Home My WebLink AboutPermit D01-238 - METRO - SOUTH BASE COMPONENT SUPPLY VAULTSSOUTH BASE COMPONENT SUPPLY VAULTS 12100 EAST MARGINAL WY S 1 City of 'i'ukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 ' DEVELOPMENT PERMIT z • �w QQ J U UO tn ID I' w O . = C�: I-w. F. ' Z O ILI La gy w W' DESCRIPTION OF WORK: !Et O CONSTRUCT CONCRETE VAULTS IN BUS MAINTENANCE BAYS TO HOUSE HYDRAULIC LIFTS AND RELATED MECHANICAL . w N , EQUIPMENT O Parcel No.: 7340600421 Address: 12100 EAST MARGINAL WY S TUKW Suite No: Tenant: Name: SOUTH BASE COMPONENT SUPPLY VAULTS Address: 12100 EAST MARGINAL WAY SOUTH, TUKWILA, WA Owner: Name: METRO ACCOUNTS PAYABLE Address: SO.BASE 5432- 50706D50304, 821 2ND AVE Contact Person: Name: GERRIE JACKSON Address: 201 S JACKSON ST, SEATTLE WA Contractor: Name: MCCLURE & SONS INC. Address: 16300 MILL CREEK BLVD G4, MILL CREEK, WA Contractor License No: MCCLUSI101 MJ Public Works Activities: doc: Devperm 001 -238 Permit Number: D01 -238 Issue Date: 01/24/2002 Permit Expires On: 07/23/2002 Phone: Phone: 206 684 -1334 Phone: 425 - 745 -0124 Expiration Date: 07/06/2002 Value of Construction: $159,974.00 Fees Collected: $2,198.59 Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: Occupancy per UBC: 0025 Curb Cut/Access /Sidewalk/CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N Water Meter: Channelization / Striping: ** Continued Next Page Printed: 01 -24 -2002 z Permit Center Authorized Signature: Signature: Print Name: doc: Devperm City of ri ukwila D01-238 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431-3670 kblAtrX Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construe n or the performance of work. I am authorized to sign and obtain this development permit. a " :410 ex-- Date: i 1 6P-Ais \ hit eitEro This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 01-24-2002 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 7340600421 Permit Number: D01 -238 Address: 12100 EAST MARGINAL WY S TUKW Status: ISSUED Suite No: Applied Date: 08/02/2001 Tenant: SOUTH BASE COMPONENT SUPPLY VAULTS Issue Date: 01/24/2002 1: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2: Subgrade preparation including drainage, excavation, compaction, and fill requirement shall conform strictly with recommendations given in the soils report. 3: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 4: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any con- struction. These documents are to be maintained and avail- able until final inspection approval is granted. I hereby certify that I have read these conditions and will comply with them as outlined. 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 work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions 6 /Rx /E- tea D01 -238 Date: Y Printed: 01 -24 -2002 .. r „srdx: ;.jai?'s:fi :M' i:.pit'!u�w'iadiT.n".la.S 'i :�i4:illv,: sfF: u: i' iC: 4aur lSki'G;f; ' ii: 40 :.?..i:+110E. 11.'e1W ' • P •. Project Name/Tenant: South Base Component Supply Vaults Value of Construction: $159,974.00 Tax Parcel Number: 734060 - 0421 Site Address (include suite number) City State /Zip: 12100 East Mar•inal Wa S. Tukwila, Wa. Property Owner: King County Metro Phone: (206) 684 - 1334 Street Address: City State /Zip: 201 South Jackson Street, Seattle, WA 98104 Fax it: (206) 684 - 1900 Contractor: to be bid Phone: Street Address: City State /Zip: Fax #: Architect: Phone: Street Address: City State /Zip: Fax #: Engineer: Phone: Street Address: City State /Zip: Fax it: Contact Person: • Gerrie Jackson M/S KSC - TR - 0431 Phone: (206) 684 - 1334 Street Address: City State/Zip: 9 8i 0 4 201 South Jackson Street, Seattle, A F t O 6) 684 Description of work to be done (please be specific): Construct concrete vaults in bus maintenance bays to house hydraulic lifts and related mechanical equipment Existing use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office • ❑ School /College /University ® Other Bus Maintenance Facility Proposed use: ❑ Retail ❑ Restaurant ❑ Multi - family ❑ Warehouse ❑ Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ® Other Same Building Square Feet: existing No. of Stories: Area of construction (sq ft): _9_6_6 Will there be a change of use? ❑ yes no if yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes 0 no Existing fire protection features: ❑ sprinklers ❑ automatic fire alarm ❑ none ❑ other (specify) Will there be storage of flammable/combustible hazardous material in the building? ❑ yes ❑ no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Commercial / Multi - Family Tenant Improvement / Alteration Permit Appljcation CITY OF T UKWI LA Permit Center 6300 Southcenter f3lvu., Suite 100 Tukwila, WA 98188 (206) 431-3670 Project rrnber: Permit Number b 7-2 8 Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST FOR PUBLIC WORKS SITE /CIVIL PLAN REVIEW OF THE FOLLOWING: (Additional reviews may be determined by the Public Works Department) ❑ Channelization /Striping ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage ❑ Street Use ❑ Water Meter /Exempt #: ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous ❑ Curb cut/Access /Sidewalk Size(s): 0 Fill cubic yds. Size(s): Size(s): Size(s): Est. quantity: ❑ Flood Control Zone ❑ Hauling cubic yds. Sewer Main Extension Water Main Extension 0. Deduct ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only gal Schedule: Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the.time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. Date application accepted: iof , ) Date application expires: Application taken by: (initials) PLEASE SIGN BACK OF APPLICATION FORM 11 /30/00 clpennit.doc BUILDING OWN R R AUTHORIZED AGENT: ' Signature: � ��."-- Date: P.4—/.9_ O-0 / Print name: Ge ackson Phc(rr�O6) 684 -1334 / Fax it 06) 684 -1900 Address 201 S Jackson St M/S KSC —TR -0431 City /State /Zip Seattle, Wa 98104 APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING: 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 N/A SUBMITTED Complete Legal Description Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ❑ ❑ ❑ 11/30/00 crpennil doc a ❑ Site Plan (including existing fire Hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing/grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change of use only) 11. Location and gross floor area of existing structure with dimensions and setback 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H -9). Floor plan: show location of'tenant space with proposed use of each room labeled Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of any hazardous materials; dimensions of proposed tenant space. Vicinity Map showing location of site Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of rack. Structural calculations are required for rack storage eight feet and over. Indicate proposed construction of tenant space or addition and walls being demolished Construction details Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of water supply to sprinkler vault with documentation from contractor stating supply line will meet or exceed sprinkler system design criteria as identified by the Fire Department. Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. SEPA Checklist - if intensification of use (check with Planning Department for thresholds). Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. ❑ ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of Public Health is located at 999 Third Avenue, Suite 700, 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}' THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. • ,. :oo-�ira::d,.i,;. a�:s...•:::t:.....y . +etei� � . . Tx. 'N`:,`.azOt.42∎01.. to krh'.Ai�i). u+ni5 � &cwt Parcel No.: Address: Suite No: Applicant: U U O` N W " WO Payment Amount: 1,334.25 2 �. Payment Date: 01/24/2002 09:04 AM N Balance: $0.00 = 0 H Wm ~; p TRANSACTION LIST: = 0 := Type Method Description W W V s Check 3985 1,334.25 ►!- ~ ` ; Z, 0 Z Receipt No.: R020000092 Initials: KAS User ID: 1684 Payee: KING COUNTY ACCOUNT ITEM LIST: doc: Receipt Payment City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7340600421 12100 EAST MARGINAL WY S TUKW SOUTH BASE COMPONENT SUPPLY VAULTS Current Pmts Amount RECEIPT Description Account Code BUILDING - NONRES 000/322.100 STATE BUILDING SURCHARGE 000/386.904 el)) Permit Number: Status: Applied Date: Issue Date: 1,329.75 4.50 Total: 1,334.25 D01 -238 APPROVED 08/02/2001 2939 01/24 971 TOTAL 1334.25 Printed: 01 -24 -2002 .....�: n.... i:+�'.e.17_G... «..uz:l.. ��'.:+........ 9:,.: id,! Ft,' rMl�u ,tGtF... ?�C:ierx...:r'�S�.i e�itici.rvi,Ncr,tr.. {A.. r..r 1. �,v��r 3.•. �..E �1..4i.sn`r:.' +11Y:.T:'J'.i: r: t!�..o:k z . .ii. ;:i.' .i, - ..4; , :..k. ......................................................................................................................... . ,. . OF '!---.:, .:...: .....,..• --:...• '..,....•::,..,..,..., ...• .::: - •,,-. : . i . ... • :;:. :: -: - - . - •- ' •..s..ii44:4i:.1.-,.,..“*Iir.:.(7;r;,,..*•:.'4,*AA4c4,:ii!.k-1,44-.ic-k:)%L*.******itkltItir,t 4c A ***44r,sc A *-A . - -• 614SKII. ii.... R 0.110':01.-1Alitatint'i: - - - .: $64 .34 08/02/01 16 :11. O,.:0i,l'•1; :.MO.tY.i... o,•. i;-i on .• - M E T R O - . - . ' . • : ' . ' I n i.t r. - 6 KS • :'-'-':::,' D01-7218-" ...i-'..'pe'.:, DE V E.1111 : 'DE VEl. 0 P MEN1 . P E R M I T T, i).:Ei..r6,e1:' No :ti::: 34 0 6' 42 i. . ,.• . .- - ,•• : : • :. 2 1, op. ! E .: m A 03 1 N q L ' WY .• S : - - .•-• - • • . ' '' ' ,••• . • . . . . • • - ,--- - :H.: • ', -• , -,' - • ' - , Total rees.:- '..•H •••• . 2,-1 xtadi)et .'..- ‘:,'813/4:,14'. ..TOtal ALL • 1 '' ' -...;.. 864 ... . ,.„. ...... „, :•.... .„. , „ , ' . . - . ;-:::,-,, : ' . . : : • = : ; • " • . , . . . . . . . . '... : . . . . . : • . ! • - . . . . . . : • . , . . . . . . - • , . . .., - . (3 Etl'ariceir,'• "..-• ' , • .:1. 1 334.. 2 5. ;ti' 4r *4 * 4 **;k4**-* 4t -, Aqt A- .A * * A **:k **.ic**.ic 'A * le.14.4,-A, * ./1•4 A: ....: .',- -'-'0P -401.ii•;:, Cade 00 ,'" ••:-. -..,' • .--. . -'-' DO cr i pt.i on ' ... • „ • - • - • ....-•>.,.„... . •• ... .!. •-- ,-; ,, • • • • 00,911. :'',:.•-- ...- : - C.1:1EC li :•- • 8 1..; 4,. 34 !op' vti Frf...tiisft ....• -••••• ,Prof ct: 7otflh 84 6e, ( Su k Typ Inspectip n: » ii i+ eL l Address: l/00 F /141 r /ni/ iti Da ed: Date cal (J/ 4 / D Special instructions: Date w ted. CQ ZCG�! Cm Reques`e>� K Pone• INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ERMIT NO. (206)431 -3670 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: r n..ctill c . (y W\ 14A, c CAM (Q 1% C / Q .eryvy 47.00 REINSPECTION at 6300 Southcenter Blvd., eipt No: Date: REQUIRED. Prior to i spection, fee must be paid ite 100. CaII to schedule reinspection. Date: '`h'ax$�sr. . c �, ? ?'�= 3r•�tbi>i sari ei.it�3 J t4� ea.'i�'a`vv 44.4 xrti.4v`wb4:x ".tai w'i r.br ,.i2r. aa �. m • 0 0. 0• .unw W =• , w �Q w Z I- o Z H' W uj zzi Ww 1-U O w Z 0 z ti/e(41 �1 l / /14 e1�F Typ Inspection: t .t G�.�' �" CM yLCA -el Address: ..at-4-pp 1 q \/ot, !24C'O AS Nu. ccxj, .V. Date c Ile � : • l id , a • Special instructions: � 1 (/t: 4 r r ` q/63° .�n Date wante�:lm` "7l `S�1 " P .m. Requester P roc. l g(o3 '' , 37:1 . INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #1.00, Tukwila, WA 98188 PERMIT N at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (206)431. -3670 Approved per applicable codes. ; ■ Corrections required prior to approval. COMMENTS: 4Iq vy 1 for \ )9Al L i 0. 2 A LV i-� � n Vr�7 t� 0-1A COV\CPry 5 v\O Inspector: '�c fi Date: 1 30_ 62 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid Receipt No: Date: ir:'i {ttt sii:,ti Ri��!i .' SwL� h ' r y( '.y;ikh�YA' i(: z?..ea6NU. l. e�v$' '+",.t4:41 .n'A#' -qi. . "; }:a {i 4„ xrfiSiK�.ka'a'4i�s�n�v', Xf! ii?. asn; i' vG; ur, luik,} .;t6w4:`Cfr+l�;.x ?t %i. Z Q • , = E... W ft J U U U w =, J H fA u wO 2 u- Q U U a . Z 1. ZO 111 tu, U 'O N E- . = W: � LL 1- tll U CO . H H Z .4::t41 - a , V-- /1 D ( akifirwerif e of Inspeckion: i iyci o es t s: , Ea ,57 143 Dattlalle,ik_ instructions: pov, c e (.0 : 3 6-01 VY a 7(0'1 on c--)1-1-€ Date wanted: a:t)t Special Reqpecter: i , ,..in C IC_ INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 pproved per applicable codes. El Corrections required prior to approval. COMMENTS: 3i 4.14/01, se A flit) ‘d, Alo I pect r: /144A- Receipt No: Datt.., 3 -6 2_ .00 REINSPECTION E REQUIRED. pjror to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Calito schedule reinspection. Date: h:4 4":6.0.i 0 4 Ad t et,t4 r.tkt hieS.Vi■ ::61 kii.a4i4eal`aries i.tittrit■. a. erOje t C ,4.4...\ e vIeR p 0 .)0 L/4;j1.4te/DJriolz Ty Re of Inspection: Address: %i tx) E. 4 , a - r - f. ate called: 4 l / C. Special instructions: V - tra- Z 01/44 -- f 1914A e iD '3 O Date wanted: (4 p.m. Requester: L,_4 .--fr.- phme: 6 "7-0c9 S 9Ce sgstf „ • . INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 ' • •--'• : PERMIT NO. (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: 1-4.R.14 SPPOPAC " 7 Ei 47.00 REINSPECTION EE REQUIRED. Prio to inspection, fee must be paid at 6300 Southcenter Blvd., uite 100. Call t schedule reinspection. Reiipt No: Date: 4. iniA Date: r • ••••• • ••••• Protect: , 0 0'444 4 .-- 1.4 // Type ? ... • C-cite-ee .. ,, . 'Address: .. 2,4,,,„4,2.3' 2a e 4 Date Date called: -y-z/-42 Date wanted: Special instructions: .$97 • p.m. Requestgf: ■.:4 Phone: C ) 7 ;.. ; INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431-3670 Approved per applicable codes. E Corrections required prior to approval. COMMENTS: $ REINSPECTION EQUIRE f . Prior o inspection, fee must be paid at 6300 Southcenter Blvd. I uite 100. Call to schedule reinspection. Receipt No: Date: i:■•• , •,i1C ,11.'46,5:4:4'..,«44'40,4;;;0; Alif c 7::; .., 1 ! t/UC ✓' jjr tt 'j ' C/i: /' Typep In {" 1 L / ` ,02.1 a i�V Y �d�� '.. , - / Date called: 3 2% 07 . Special instructions: q .60 V—NA/ UY Date wanted: 4 - �� a.m. P.m. k Requester: u... C eL Phone: —� 3 96 -9 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, TukwilaWA 98188 Approved per applicable codes. n Corrections required prior to approval. COMMENTS: r l ki rL- l,J' I pe to Date• / i 0 L 47.00 REINSPECTION /at 6300 Southcenter BIv INSPECTION RECORD Retain a copy with permit t inspection, fee must be pa EE REQUIRED. Prior paid Suite 1'OO., Call . to schedule reinspection. Receipt No: Date: PERMIT NO. (206)431 -3670 a :lr: auF�,v'o i'✓. {$::ak « l; d }i:'i +'v,a .; i.. k .. K {rims k "1i? astir ' dd . y .Hb41: 3tXb'��'{� .6 a U O 0: W 2 W 0 �. • .; u- <. CO 0 z W. H 1-0; W ~ uf D p O - 'CI I— W 1-- • U w Z rz- 0 E" rode /' T e of Inspe on :... �-�U C Address: t/ct,kq 12400 .0 d1 .q • WI, S, called:. 2 t v, Special instructions: `J p , f .s - pocAA.e Date wanted: "'''.*3 CD VT? Requester �... INSPECTION O. 4 CITY OF TUKWILA BUILDING DIVISION"` 6300 Southcenter Blvd, #100, Tukwila, WA 98188 R Approved per applicable codes. INSPECTION RECORD Retain a copy with permit Corrections required prior to approval:'. COMMENTS: �.a,r...�,...�.�1,,�� •fir "mac � f�.`'� � ., °'� +°�,, :: s, 4 e A b I P Ct P :00 REINSPECTIO FEE REQUIR[D. Prior to inspection, fee must be paid 6300 Southcenter Blvs., Suite 100. Call to schedule reinspection. Receipt No: Date: Date: . - .+.'".`.�f.. .., t Y �:.'. 'ikei. .. a; .l.:.. r'...�.. �r'Y.i'•AMM � .V', ":r..�:��!'i!�!4a�.'�:'St;f i�H�.gr "Y_r.` ..:7..../';�: e+w°ot�tii.: titauL4..2?Ci4e' +•Y 'igv`ts�r'.itutift. iit"z `.',�n" {:T��"�{:e �i'2�..'4' � � r: r ��. �; . 4„ •i � Pro ect, ;ors � `:' ill b"� �6�C�Ja7� � �� Type of Inspection: ifeee--;70619/ Nom// tei Address::'; ; / /02%d d .�Ca r Date called: . "3''�.� � Special instructions. Date wanted: ,?--...1 dz '' a.m. p.m. Reques Approved per applicable codes. INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING; DIVISION 6300 Southcenter Blvd ; #100, Tukwila, WA 98188 PERMIT'NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: Insp ector: Date: $47.00 REIr SPECTION FEE iQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., ite 100. CaII to schedule reinspection. Receipt No: Date: '1 , tY �,lq . .3.. > t6f' if a i3u '2'{ `.;4. s'AusP1.11. 't J ` a F r - (.4m oileni 11.0 Typg of InspectiRn: ca — Address: . ' Da called: f Special instructions: q ekter: psi Date wante . i2. Requ ,. r• , j a k Jc.frick m0 Phone: .. ,., ( (t) • .• • INSPECTION NO . . CITY OF TUKWILA BUILDING DIVISION ...6300 Southcenter. Blvd, #100, Tukwila, WA 98188 COMMENTS: Insp INSPECTION RECORD Retain a copy with permit (206)431-3670 Approved per applicable codes. I I Corrections required prior to approval. Qi1A iVL ) pc _ A44 (x_x) $47.00 REINSPECTIO FEE REQUIRED. Pfor to inspection, fee must be paid at 6300 Southcenter Blv ., Suite 100. Call to schedule reinspection. Receipt No: Date: ; • I r t,•• • , , ;,1414;.. N‘ r`:•:-; i• • yltrth 1,k. • . te-.7• - • ject: I . &iA t/ ' f 4 , , T : e of Inspe tion: . ! . _ ..X.../ . POP MALL* A •dress: J ou P" �� wys Date called: � od c l S instructions: Date wanted: a.m. a 2 52 Requester: jJ , c J - .4l30v1 O 1" e- phone:. t2O) 3q4° M59 . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila,'WA 98188 Approved per applicable codes. [rCorrections required prior to approval. COMMENTS: Inspec sa Receipt No: \ `1 j 'In t‘ t t ((f\( 11k1S (� Q -t t' ece) SNQ {b ✓1 v\l • I{AM.SL. .00 REINSPECTION 6300 Southcenter Blvd., INSPECTION RECORD Retain a copy with permit - 40 )' ? y • k . ? c •F 7 q s �tkl il•� ",,,;�'� : •' zip i .� ,..`rj. n .�..7.�.1 •� .... -w� F 4F •. x..57 � f 1S \�Fi..a ±�_ Date: (206)431 -3670 Date:. c4.. - 2— 7 ? -- REQUIRED. P or to inspection, fee must be paid bite 100. Call schedule reinspection. Lti'Jl''.1YT4 .i;s�LC� .;;;V Ynat:. fit sr0.Nlaiw't:'. W t ¢¢ r 2 D : J U: 0 i CO C w= J I- ,. O w .2 u . = w z f... 1- 0 m U � O N. W -; u. O z. U = I— Z Prepared for: FSi Consulting Engineers 605 First Avenue, Suite 400 Seattle, WA 98104 -2224 Prepared by: SYMONDS CONSULTING ENGINEERS, INC. 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 Structural Calculations for King County Transit Hydraulic Lift Replacement —South Base / Tukwila, WA that the �,. Check �Sitci(� i or stand €ha P� RECEIVED CITY OF TUKWILA AUG 0 2 2001 PERMIT CENTER Job #99042.05 Girma Haile -Leul, P.E., S.E. June 14, 2001 poi -238 i'k t v7 i3!:; Jrn sS' i459ti , F:' ° a':aSS +,:'t4•'so`i:' SYMONDS CONSULTING (:Iwnt CcPe■Vacati CNC. INCCR EAsT • 1/77 • Ac--riva Fee ssu2e, p-P- F' 1601 Second Ave. • Suite 1000 • Seattle, Wr01-1541 P: 206/441-1855 • F: 206/448-7167 C L S)T H`?1,2.)4L4 L..1 C., IJfTs 10 psi 4 )e7 - 6. cc, u r( 11, C. E-Te UNDOR. GROUND t;',M0 U/r1R12. 52,c3ticek) E.s, eNl A 2.TA Pr2 •S-.5- tP2 0.41) -"TEM E cp 2-7 .ePY C.. e.-/\/ -G=2..S•S j bAV).5 E;#-s 2s • A /‘-.67C, V)99 Tc>1)0 Y C5 • ZS "C Y c/101', ^ )2. • 7c2 e. 05 7c. 1E e-V 1 //J ' 2) 4 X svvble. Ze.,;10y-c_c_8 4 o .r.c))4. s)e.e.) b,0 i1 SYMOND., C O N S U L T I N G Pngrct )4 CT _ Si ems! J T — W9 ,ZAM I., G L)FT lob No Pa,,; 2 aim )rs y � -r G—P? - Rue 5 2)1 Si Pt C CAN D 2.01J6`I 1"TS ch. t:;d Rat. •`Q Q k_ oNczL P) ?S !D E N G I N E E R S P Mitnme n ;- = M r, tom '1 1v V�4�L s ),r P.] c — Yl7 .F 1601 Second Avc. • Suite 1000 • Seattle, WA 98101 -1541 1': 206/441 -1855 • F: 206/448 -7167 !a.- 76 p$ L..Ev K. yv,..L.L • 7.57 1 l D Cvb\ rc Prr e LS !s = b2.. X75 r $?. a p„ . =-765 frs 1.� 4 4 _ - ,cps 3c> .‘ 9- T A C1 5) 15 9 9,4 1a - 1 ? s ., N 1300 —}- r7C , ° I = 6 5Z5 U ' s Z 20, � SYMONDZ2 C O N S U L T I N G Pngttt Client W0)1 E N G I N E E R S l< ?,117;4 = 1 ^1 i e T T A s T NY.t»2 A vf u c. L 1 FTS 1111, so p.,,,. 3 Subject Gn del 1 .0tar - t_ =2 GS�v r» p )7. Ch1�1:�,1 Roc e ; ?-9-„ cji 1- 7c2rio (J 1601 Second Ave, • Suite 1000 Seattle, WA 48101 -1541 P: 206/4.1 -1855 F: 206/448 -7167 M u. = '2°16 is �� c rr I rl WO, tr 6 )2 c - t - z -o,5 � ;') '7 �li j et. 1 D ,. t4- o r ZO r #� O )z 11 t ? , A �.. °► - e' Cogse vat i^" Q Lm� �'J. • Lo °• d W vt-= 13 fc2a -, 4; ) G f c fly G44 Utnr s22),9) O „p o 0 clue.- 4, i:2• S ,1 mit 27 ce 4),az• , ) t�f �} Z 5e C s :; = o:( Z ”' dk• Vefr, x1). ,- c� . (A. )9 )7 }0 -zr -z. o.,� 1 1 • 3 1 0 2 K " 124 k ))*45 _ Z 3 c = 3 5 _ 1 _d •3S'' � s •4.3s x - 1 '5 SYMON D., CONSULTING PhIfetI Choir ENGINEER • 1601 Second Ave. • Suite 1000 Seattle, WA v8101-1541 P: 206/441-1855 • F: 206/448-7167 lob No Pak. Ott_ — 57 - z) jv 1 Date e 0S . tyro, \ 1 =-1,24 4T)f)V 9,7 0 2 Vv. Lv G Vc. s 0 yf'S Of 6 7 1 f30 k`Ri'l -52 a.; -1-oebr \/Q 11 1 \— , ,, 4 "fr 9 @ e --- - — i 4'5 0 ) Z SYMON D., CONSULTING PhIfetI Choir ENGINEER • 1601 Second Ave. • Suite 1000 Seattle, WA v8101-1541 P: 206/441-1855 • F: 206/448-7167 lob No Pak. Ott_ — 57 - z) jv 1 Date e 0S . tyro, \ 1 =-1,24 4T)f)V 9,7 0 2 Vv. Lv G Vc. s 0 yf'S Of 6 7 1 f30 k`Ri'l -52 a.; -1-oebr \/Q 11 SYMON D.; C O N S U L T I N G Protect Client Subject C N G I N C E R S 1601 Second Ave.. Suite 1000. Seattle, WA )8101.1541 • P: 206 /441 -1855 • F: 206/448 -7167 )c- I 7-Ts _ r4i g e S ; )r c N T { G.-- ) Nie 5 2 0NT: 2� , Q-� rzov r/ CDTIG • P1 rs checked t),u,• \AA-1- ..) G �l se. Z- _- 4 T .2 T Fe 2; SSt-� 12, xed - Q.g4417»1 '10' 0 ►' 70 �, ►—��s x� � (7 14 s � s 7 - d. -15 S JAc2i�a = P o/ 7 2S Anv, e vio as s)c r polre.4 o � 4 siz es ■ x e " S ' P o ir' ) - s o ` - } 37e b a r n a n d s .4e 5 01 ) 'd ON. i 01 if) i.e. 1'1 1 . pr)- 0` 4 4- e � t m 9 - - ro use C �)ser\101 1 X` . e Una �rn� pros. s,1r� L = ICPo7 +1Z W = l '7 z a,'., .,,.� .. �y} �' ur.". w�?: i, t�:, t :.a..ti , o s e. s °lso 0,1 " b (o , g iV a(-K s4-'1% z5a z F S � 0)v 0 t.AL_ u� (go y \" "a l•„ Ii a N 7(F ce'at-ve • - 24,4P 1z dam• a = a(4Z1).5z0. ky s'r (44S /IC) Z.' Z 'o•o= g rc)ed,5 —z, r' 9 .''0 rt i (5 ‘10\i o% 4°' -.4.9 �4 -z 84 4 _ '",'v °150.0 .Z o,`r) L9IL•Ht+ /90Z :d • cc.81 :d - 0 cf7 c s WE ,?.14( o 01 (i 1 >,Ili VII ) 31 ' 7. e gtyeoz e --- z — : - .1 - 47,7 -- 7 - ,; --- ins '1 1 l`.L Y!`.J _ iD1 7tWZld- — L (slI -►L 1- V fl ?l,U 8 11 3 3 N I O N 3 O N I L l n s N O) 11 `'A\ . . 1 1 11 P 3 S • 0001 »!n5 a.'V PLIO ZS 1091 n G J 0 /V S J SYMOND CONSULTING E N G I N E E R S r111µa G' ) . 1`/ . ) r �� •/L l G 4,1 .3tl v11 r 'age 7 town, ,�.. -- , rat �, �� 1' N T `� �, l Checked na t _ '''' 1 alp re M - . — cti-}- s;1 1 M$ 0.o5 2�1r7� x ) — graa ; %)-7;• 1601 Second Ave. • Suite 1000 • Seattle, Wr; 98101.15+I I': 206/44 1 -1 855 • F: 206/448 -7167 )NO 1 )Al• (C,Dr) - z - ?• ot-t) . Q n e- a ;)-e- cal y 5 ' Leo Ad-o_to . ••■ SYMON CONSULTING c-T- 2..)F13 .\*„ nate Chou 4 c—,ov 'uov.oz,6,6zs2 ld PY7 s • Sub1tr .)s 7\1 At\ sA-Adia. )7. ENGINEERS he.‘ 1601 Second Ave. • Suite 1000 • Seattle, WA 98101-1541 P: 206/441-1855 • F: 206/448-7(67 P14 .66Te I • r2"/' ' t 9 y - the iliiinvrn ‘, cl4 --- r.... ...',..;--;,. 0 - 0 ."‘ LoA c c Cfr9,c Wc... 4 f co ,4 et. L o d e 1-4 !#7>e 2)`- 75 t 14. - r L _ 75 7 i - - _ ::. q 2 _e• ff % 7 -' .- ot. 91 1142. ( )1 g. 0 Plifr,c)7;mo ..-.“),- -' ,7? .514fry ., ;•• 2 L O I) = z4' 6, (s d A = ( 7 1/ + t " ) 4 " 24' -- 4704 , r 4o00 le 470.1 > r- - 7; g , F.0 s Leal. .4 11- • .. • SY M O N CONSuLTINO T VP,2,24 -- 4.17];' Ch•u /t c_ ri (iv G.:7;P Atc. • ENGINEERS DJ di 7 frf 7 P 11, 74' 1601 Second Ave. • Sune 1000 • Seattle, Wt, • 101-1541 P: 206/441-1855 • F: 206/448-7167 /7 7 Z=7 M tk = )e. I vt,Itio / / • > a ° 4 ,0,3n z4." ca. **C g = 4 A P a. = 6OPP •zt 2 4 '-`• — 2— 0* Omio AIME. =_- a5) 4.-/e; /2 • 5 t, • 62 9 II 5 .z.,2)0) .4; z 1 4,3.4 w z Pl 0 t o3.' 7 1 SYMON C O N O U L T I N G tiltil11•[r G or r . C N O I N C C R O Prnir/1 TT ^ ! ' .(b 52 A.-4 �� `i LX ?rs �ul� i \41 11,\r Jo Client � L l � , �t Gc, L /C! B (s L, pall. 7)71$ oho., 4",• Dszc, r . UPL / T 1601 Second Ave, • Suite 1000 • Seattle, 1 18101 -1541 P: 206/441 -1855 • F: 206/448-7167 W! -1'E- Z .mss 91.4 G UnJ //, 7 ' / - 7• p >c 8. 3 Dee in = X8 Z f = b 9 tz•�} 44),v, = Aitz4z t�s h1 a �� j 0 ) (. 7 x I I , p7 x 2 'O = /63 Ul "o ;�S' o.g3 x 9 //4- ?-?.O; Z= 25 4)7 )e) z ' 1, 47 �� .. S p G�� /,°✓J .46 111 a/ 0 3 -4" MOISTURE PROOFING, SEE NOTE ON DWG S01 (TYP) 6" PVC -- WATER STOP 5105 1 10" DETAIL ( TYP. 5107 3 -6 3/4" JACK BASE, SEE DETAIL 5107 6" PVC WATERSTOP SCALE: 1 1/2" -1' -0" 3/4 CHAMFER AT EXPOSED SURFACE WALL CONSTRUCTION JOINT DETAIL 14 -0" C JACK 14012" 21 -1441 0 2 1/2" SCALE 3/4 " -1' -0" 2- /606 -0" SLOPING GROUT SURFACE --i "H" PLATFORM PIT SECTION 6' -3 1/4" t o 3 -6 3/4" 1/2" 2' -0" RUNG. SEE DETAIL 5107 � /5012° 2 -6 hrr 0506"MB /506" c. / 4 CONT. 2" SAND OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED BACKFILL 0 0 15012" .11 nem 10" DETAIL DETAIL c l SIM. W 2' -0" I E 11=I I EI I EI I I I E11 EI I EI I 11 EWE! EII 1 -11 I =I I E11 1 1 6" a • I- 6" SEALANT • SCALE: 1 1 /2 " -1' -0' File: mm Drawing# J C)> U O :CO W; W CO WOs. u-Q Z I Z ALI W: to ;= U' t. w Z: O ; SYMONDR Protect K r L Client rr�� Subject r `,n / r, `l LJ#t 114 :50 I .. '9 41 ..Sc-'c O Pa 1-.15 -moo • lr? F C r r- L 1601 Second Ave. • Suite 1000 • Seattle, NM: -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. 9 /ITS 0 n Page ' o f By Date _ Checked /.' Date rea`.4 t VrS ( StA'potzT t oLNTS CIW 5 j 13 9 J .5 k e :`r7f::�':�Y:t'1:YY�i•. ^.'�ZLkt 3a: � ?7 SYMOND. Project 'k r ; F i s Cheat Subject T � ( �� l„/,,, us 0 (o.rs r A te _ - ..._i., s .. 4 = y •. Q w f. r t. •■ f 1 u Cs c. 2 7c) hl /6 ,14 ' as 7 : /O, 375 -2 .4 16 (o. ad 01060es l) (a.) = 'Oeo ps; �8 A, 4 760 1 J = 7G , a . ,g'ec. c k 1 aa . � I 1601 Second Ave. • Suite 1000 • Seattle, WA ,u101 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. c y 0 to r o S Page 8y /OS Date Checked Date 4 = O. IT i t " 4, ►.. y (z. s'eJ +_►. <« �`) = BQ. Q. . G. 3S ( O - 7o J (v ) (300 ,,') / — n. 9 ( , 8 ") = 3 3 7 a 6 0 tti 3.2 Oa") . l.7(16.1. 3lJ. . < 96P►.w = 337.3 j t ,,, 1 0 4 1 . 2. of /'as -ol Uda /sro. o. 1 • • • • Chem CONSULTING pri Ke • 06 • " !•:.••ri •• • ... • SYMONEXT) ENGINEERS fI Sublet( 1)r; 171.:.:1. C.) , 1. • / • L,. -C ' A, . •• • , .• : • • . -' p 0 , 2/. e C. ".; 6 (0.i 1601 Second Ave. • Suite 1000 • Seattle, W12 206/44 1-1855 • F: 206/448-7167 /01, No c .. ) 5 - Po 2 3 r • ALS Checked / / .._ , • /I • 7. 1'', 7 5 " / ‚7 .'. - , thli• /— f •••,/ Dote 1.. • • • • • - SYMOND: CONSULTING Protect (lent Stibjett ENGINEERS C T L)Frs ,P&7' 4 141 -17 1411 DJ 0A so9 ? - a-AA Tt Ivg$ s • I • ? 1.449 •A •75 2 • Z 1 0 • t27." P z' .. frly 1601 Second Ave. • Suite 1000 • Seattle, 1 l01-154I P: 206/441-1855 • 1: 206/448-7167 Job No. Page .5= bri2- co B coil- - Checked o% 1 , k 3. • . 6;90d-e F1 r , 9 2 X4.--1 - 4.0e ,07 e 4i G Date Date 1) jag 7 RAG / ' z dr,P P-fs • Pl.. 2.2f- • 3-)1;, c2 7-3 1 of r . = SYMOND� C O N S U L T I N G E N G I N E E R S Pr / / C T- T ,' ) I * 4Yi7,24 4/ L),t7 Client �`�.Z lldGi GPM /Y Tj Subject T EE L - y� f � .7 Checked wg-<6 7 -A5 - p o• WO t z 1601 Second Ave. • Suite 1000 • Seattle, Wh101 -1541 P: 206/441-1855 • F: 206/448 -7167 Job No. Page Vow L)nre F )1•>7 T -� = 0'9 bd2 a.9 35 0.1 . 2� l(v l=s� a•14 — 24 20 • �- -gy 11 _ � ''49S 5 -g r 2.24 2 2� .p g � � — ` g . x sg SYMOND: C O N S U L T I N G Client Subsea C N G I N C E R S 1601 Second Ave. • Suite 1000 • Seattle, Wr. • 3101 -1541 P: 206/441 -1855 • F: 206/448 -7167 job No [1v Date Clerked Date Page 3 o - �'.��• eAe4 A 1) 1'1 2 7 2 . tI SYMOND: Project Client Subject P K as f 1 P i.. + co r N., GUIDE WEDGE 14105 2 PLACES 1601 Second Ave. • Suite 1000 . Seattle, WA .4101 -1541 P: 206/441 -1855 • F: 206/448 -7167 20.0 REF FLOOR TO TOP OF I MOUNTING PLATE OL. Co..,c,4+.c._. .. . l 5 F . . //. "(3 .. 3 s , a ply . I -Do . {'ocof . I 5:4- .4<, a' -y'� s .. 5" 7 ! =� = 8.6.13 75' " I 8oaopAA f * L/ / S E G�/.. 3 et 3, se F p 1 .I. .I. ITS' Lllrac Pore g'e .*tt`011 . S 20� .=_ wog .1 - 3�>T 2• <2..r,�s'J ,_ q4.//,3 1 a =ti" 2_____ T j i.,„ :� . v000 • (.1.13-7) ; `1.33 I b . ! .. 2-. . . i . . . . t Job No. J 9 o c, 05— By ,q TS Checked SEMI - PERMINANT CONCRETE BLOCK 60 REF M105 7.25 REF FL [TO TOP OF I M105 PAD [ - Page a .C.1 of Date _ Date :i +iv` "z p v:s"ri:tsHw;�'rr'? �"iSi i:Y.: 'ts+bhx.w�rwr.zw.ws >�t,. airil...1,^hNki'ti:z ?; , {•�. cL 2 _, U., 0O t .NO W= . J F-; N LL W 0 2 lL Q N a . • W Z H Of Z U 0 = V , • O V tA z, 0 � ' C O N S U L T I N G Description P -1 Precast Dish SYMONDS Rev: 510303 User. KW43E01393. Ver 5.1.3. 22•Jun• 1999, WIn32 (c)1983.99 ENERCALC General Information Span Depth Width Beam Weight Added Internally Reinforcing #2 5 Uniform Loads 4 Dead Load #1 Summary E N G I N E E R S 2.33 ft 11.000 in 33.000 in Rebar @ Center of Beam... Count Size 'd' from Top #1 5 4 8.50 in 2.50 in Live Load 8.000 k Span = 2.33ft, Width= 33.00in Depth = 11.00in Maximum Moment : Mu Allowable Moment : Mn'phi Maximum Shear : Vu Allowable Shear : Vn'phi Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu Bending... @ Center @ Left End ® Right End Shear... • Left End ® Right End Deflections... DL + [Bm Wt] DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] Reactions... DL + [Bm WtJJ DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt) Concrete Rectangular & Tee Beam Delia 0.440 in2 0.000 0.389 Not Req'd Not Req'd 6.593 6.593 Mn *Phi 44.58 k -ft 0.00 k -ft 0.00 k -ft Vn *Phi 30.18 k 30.18 k Scope : Calculations are designed to ACI 318-95 and 1997 UBC Requirements f'c Fy Concrete Wt. Seismic Zone End Fixity Pinned - Pinned Live Load not acting with Short Term Rebar Left End of Beam... Count Size 'd' from Top #1 in in #2 9.61 k -tt 44.58 k -ft 6.59 k 30.18 k Upward 0.0000 in at 0.0000 in at 0.0000 in at Left 0.441 k 9.773 k 0.441 k Short Term k 0.778 Not Req'd 6.593 Mu, Eq. 9 -1 9.61 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -1 6.59 k 6.46 k 2.3330 ft 2.3330 ft 2.3330 ft Title : KCT Hydrailifts Job # 99042. Dsgnr: GHL Date: 1: 24 JAN 01 Description : Maximum Deflection Max Reaction © Left Max Reaction ® Right 1.166 Not Req'd 6.461 Right 0.441 k 9.773 k 0.441 k 1.555 Not Req'd 6.461 Mu, Eq. 9 -2 0.36 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -2 0.25 k 0.24 k 4,000 psi 60,000 psi 150.0 pcf 3 Page 1 042 •• 5 structural h .Iatform.ecw:H Rebar @ Right End of Beam... Count Size 'd' from Top #1 in 112 in Start 0.000 It 1.944 Not Req'd 6.461 0.0000 in at - 0.0004 in at 0.0000 in at - 0.0004 in 9.77 k 9.77 k . Downward . 1.1665ft 1.1665ft 1.1665ft End 2.333 ft Beam Design OK 2.333 ft Not Req'd in 6.461 k Mu, Eq. 9 -3 0.23 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -3 0.16 k 0.16 k Bending & Shear Force Summary Deflection e•.w.i C4: 4L71 i'.? N ,; L: ta;! i=» j,+ au;: a: a1Y' v!. V. nii�` n;„:,[!`i;'`.'S:��at ":. +.i•.�:, C O N S U L T I N G SYME5N DS Rev: 510303 User: KW0601393. Ver 5.1.3.22•Jun•1009. W1n32 (C) 1983.90 ENERCALC Description P -1 Precast Dish Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta • Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal • 0.75 a -max = beta • Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Gatos Neutral Axis (gross !cracked Elastic Modulus Fr = 7.5 " f'c ^.5 Z:Cracking Eff. Flange Width E N G I N E E R S 1.880 in 3,660.25 in4 428.72 in4 3,605.0 ksi 474.342 psi 44.981 ksi 33.00 in ACI Factors (per ACI, applied internally to entered loads) ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9-2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST " : 1.400 1.700 1.700 1.100 Title : KCT Hydra lifts Dsgnr: GHL Description : Job # 99042.05 Date: 1:17PM, 24 JAN 01 Scope: Concrete Rectangular & Tee Beam Della Center 1.255 in 1.067 in 119.689 k 0.000 k - 120.000 k 5.031 in 3.773 in 4.276 in 359.827 k 25.953 k 385.780 k 6.430 in2 2.000 OK Left End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Page 2 042 ..5 structural h•.Iatform.ecw:H Right End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) 26.31 k -ft 5.70 k -ft 4.615 0.26 k -ft 102.255 3,660.250 in4 3,660.250 in4 ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor 0.750 UBC 1921.2.7 "1.4" Factor 1.400 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 0' 4;1` 44_ s: iiiii ' v.: � i;'!5�1L'Sa::}' , ."t, , ; , � , u.�: r'.r ...,.4r 2.33 It Mu:Max = 9.61 k -It Dmax = 0.0004 in • • • • • • • • • "ia 8.00 k/It 1 1 1 .' 1 1 / . Y V 1 V 1 V V 1 1 1 / 1 1 1 / / / 1 1 V 1 / 1 1 V / 1/ V 1 z' 1/1/1/1 /111 8.00k/It Rmax = 9.773 k Vu Max = 6.460 k 9.613 8.651 . 7.690; 6.729 5.767 4.806; '1845; 2.883 1.922 0.961 00 Bending Moment (k•H) 16.481 13.185 9.889 6.592 3.296 0.0 '` •3.270' •6.540 •9 810 •13080 0.00 Shear Load (k) 1. 1 Location Along Member (It) 023 046 069 093 1,16 139 Location Along Member (II) 163 186 2 09 33 2 33 0.0 - 1.910: •3.820 - 5.730: •7.640 •9.550 •1.14& 1.337 •1.528 •1.719 0.00 0 23 Local y Deflection (in) 0.205 0.154 0.128 0.102 0.077 0.051 0.025 0.441 0.352 0.264 0.176 0.088 0.0. 0 46 0 69 -0.087 -0.175 -0.262' -0.350 0.00 023 046 069 093 Shear Load (k) 1.39 Location Along Member (II) 0.0.' . 0.23 046 0 69 0.93 1.16 1.39 Bending Moment (k•h) Location Along Member (It) toik) 1 63 1 86 Z. 9 2.09 1.16 1 39 163 1 86 2.09 2.33 Location Along Member (It) 2.33 SYMONDS Project Client Subject I <Cr 1-1_ rlw'f f' •■ :. ., f f, u l • i2 " j5'' - o. " 1601 Second Ave. . Suite 1000 • Seattle, WA 5„01 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. R04a. OS- Page 2 of By Ars Date / —a y - OI Checked Date (( ) _13.o.. 1i . : G. .a 1/2' 0.6Dc" f, _ 10. -6x75" -2/ i / i, a b •�� 1 13,4 i / b / JAY C-„ / { ru:;r; r ..' �d:.:e».JA.e11:';:v.`.'> °vi „i i +iA SYMONDS C O N S U L T I N G Rev. 51030) User. NW0601303. Vor 5.1.3. 22•Jun -1009. V/0n32 (c) 198349ENERCALC Description Span Depth Width Beam Weight Not Added Reinforcing Rebar @ Center of Beam... Count #1 2 #2 2 # 1 #1 #2 #3 Beam B -2 Size 6 6 Dead Load 0.098 k Summary Dead Load k 0.682 k 0.682 k Span = 5.33ft, Width= 8.50in Depth = 13.00in Maximum Moment : Mu Allowable Moment : Mn'phi Maximum Shear : Vu Allowable Shear : Vn'phi Shear Stirrups... Stirrup Area @ Section Region Max. Spacing Max Vu Bending... CO Center @ Left End @ Right End Shear... @ Left End @ Right End Deflections... DL + [Bm WtJ DL +LL + (Bm WtJ DL + LL + ST + (Bm Wt] Reactions... DL + (Bm Wt)J DL + LL + [Bm WtJ DL + LL + ST + [Bm Wt] 5.33 ft 13.000 in 8.500 in 'd' from Top 10.69 in 2.50 in Live Load k #1 #2 -34.76 k -ft 38.06 k -ft 31.78 k 48.84 k 0.400 in2 0.000 0.889 2.672 2.672 31.768 31.768 Mn'Phi 38.93 k -ft 38.06 k -ft 38.06 k -ft Vn'Phi 48.84 k 48.84 k Count 2 2 . Upward 0.0000 in at 0.0000 in at 0.0000 in at @ Left 0.839 k 18.835 k 0.839 k Short Term k Live Load 16.000 k 10.000 k 10.000 k 1.778 5.344 13.716 6 Mu, Eq. 9 -1 22.86 k -ft -34.75 k -ft -34.76 k -ft Vu, Eq. 9 -1 31.77 k 31.78 k 0.0000 ft 0.0000 ft 0.0000 ft Title : KCT Hydrau ;fts Dsgnr: GHL Description : Scope: 1=1 Concrete Rectangular & Tee Beam Delta Rebar @ Left End of Beam... L Genea1 Information Calculations are designed to ACI 318 -95 and 1997 UBC Requirements f'c 4,000 psi Fy 60,000 psi Concrete Wt. 150.0 pcf Seismic Zone 3 End Fixity Fixed -Fixed Live Load not acting with Short Term Size 'd' from Top 6 2.50 in 10.69 in Short Term k k k Maximum Deflection Max Reaction @ Left Max Reaction @ Right 2.666 5.344 13.716 @ Right 0.839 k 18.844 k 0.839 k Rebar @ Right End of Beam... 3.555 5.344 13.727 Mu, Eq. 9 -2 0.40 k -ft -1.13 k -ft -1.13 k -ft Vu, Eq. 9 -2 1.17 k 1.18 k Page 1 042 b.5 structural h- .Iatform.ecw:H Count Size #1 2 6 #2 2 6 Uniform Loads Job # 990 Date: 11:31AM, 26 JAN 01 Start 1.063 ft 4.444 2.672 31.782 Location 2.667 ft 1.167 ft 4.167 ft Beam Design OK - 0.0158 in 18.83 k 18.84 k 'd' from Top 2.50 in 10.69 in End 4.271 ft 5.333 ft 2.672 in 31.782 k Bending & Shear Force Summary Mu, Eq. 9 -3 0.25 k -ft -0.73 k -ft -0.73 k -ft Vu, Eq. 9 -3 0.76 k 0.76 k Deflection 1 Downward - 0.0002 in at 2.6665ft - 0.0158 in at 2.6665ft - 0.0002 in at 2.6665ft 2 •!b h C O N S U L T I N G SYMONDS Rev: 510303 User: KW-0501393. Ver 5.1.3. 22•Jun• 1999. Win32 (e) 1953.99 ENERCALC Description Beam B -2 Section Analysis Evaluate Moment Capacity... X : Neutral Axis a = beta • Xneutral Compression in Concrete Sum [Steel comp. forces] Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal * 0.75 a -max = beta • Xbal Compression in Concrete Sum [Steel Comp Forces] Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Calcs Neutral Axis !gross !cracked Elastic Modulus Fr = 7.5 ' f'c ^.5 Z:Cracking Eff. Flange Width ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST' : E N G I N E E R S Concrete Rectangular & Tee Beam Deli 1.400 1.700 1.700 1.100 3.310 in 1,556.21 in4 492.69 in4 3,605.0 ksi 474.342 psi 135.806 ksi 8.50 in Center 2.350 in 1.998 in 57.728 k 0.000 k - 57.687 k 6.325 in 4.744 in 5.376 in 116.535 k 33.222 k 149.757 k 2.496 in2 1.760 OK ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : KCT Hydralifts Dsgnr: GHL Description : Scope: Left End 2.245 in 1.908 in 55.148 k 0.000 k - 55.085 k 6.214 in 4.661 in 5.282 in 114.490 k 35.590 k 150.080 k 2.501 in2 1.760 0K Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) O./7 Page 2 042 ..5 structural h•.Iatform.ecw:H Job # 99042.0 Date: 11 :31 AM, 26 JAN 01 Right End 2.245 in 1.908 in 55.148 k 0.000 k - 55.085 k 6.2143 in 4.661 in 5.282 in 114.490 k 35.590 k 150.080 k 2.501 in2 1.760 OK 9.46 k -ft 20.59 k -ft 0.460 0.81 k -ft 11.744 595.997 in4 1,556.208 in4 L AC( Factors (per ACI, applied internally to entered loads) 0.750 0.900 UBC 1921.2.7 "0.9" Factor 0.900 1.300 UBC 1921.2.7 "1.4" Factor 1.400 Mu:Max @ left = 34.74 k -ft Rmax = 18.834 k Vu -Max = 31.767 k 10 .1rk 161rk 5.33 ft Mu:Max = 22.85 k -ft • • Omax = 0.0158 in 10 Yk 0.09 wlt ► 1 , , 1 / ► 1 • • / ► 1 1 1 ► ► / / / ► • 1 ► / 1 ► o.os w f t • • Mu:Max @ right = 34.75 k -ft Rmax = 18.843 k Vu Max = 31.782 k 22.858 . 17.144 11.429 5.714 0.0 .. .5.791 • 11.583 • 17.374 .23.166 •28.958 0.00 053 Bending Moment (k•ft) 31.767 25.414 19. 12.707 6.353 0.0 -6.356 •12.712 •19.069 - 25.425 000 Shear Load (k) 053 1.06 1.59 2.13 266 319 Location Along Member (II) z 19 1.59 2.13 2 66 3.19 3.73 4.26 4.79 5.33 Location Along Member (II) 3.73 4 26 4,79 5 33 SYMOND? Project 14 CT L i '� 1-s Client Subject D 0 1 ( . - pe Prt 3Et.00 LL. ,'. a -1 f: f: C h , SNPPOtii- P - Rs L - - - HS - -�6- .11, cD„ { -Dis 1 f4r..., PiIG.v 1601 Second Ave. • Suite 1000 • Seattle, WA >d101 -1541 P: 206/441 -1855 • F: 206/448 -7167 J•w Curl ........( .2) ;..T a /0" • L-L- T 3`►34P( in- k 4,.....4,._...1,_......1, ....4...A. . 4,- -. _._ 3'•/3. Sp I C 1 - .6aS''_ at.6r75" Job No. r /'40 ( 1 OS By /-STS Checked i~ Page Date Date d,(1 of / — :y — SYMONDS C O N S U L T I N G E N G I N E E R S Rev: 510303 User: MN-0601393•Ver5.13,22•1un.1997•Winn Concrete Rectangular & Tee Beam Delg (c) 198199 ENERCALC •; Description Beam B -1 General Information Span Depth Width Deflection Beam Weight Added Internally Reinforcing Rebar @ Center of Beam... Count Size i11 2 5 2 5 k2 H1 Summary Bending... @ Center Left End CP Right End Shear.. ® Left End CO Right End 1 5.33 ft 24.000 in 13.750 in 'd' from Top 21.50 in 2.50 in Dead Load k H Span = 5.33ft, Width= 13.75in Depth = 24.00in Maximum Moment : Mu 37.97 k -ft Allowable Moment : Mn'phi 61.93 k -ft Maximum Shear : Vu 14.03 k Allowable Shear : Vn'phi 31.81 k Shear Stirrups... Stirrup Area ® Section 0.400 in2 Region 0.000 0.889 Max. Spacing Not Req'd Not Req'd Max Vu 14.029 14.029 Bending & Shear Force Summary Mn•Phi 61.93 k -ft 0.00 k -ft 0.00 k -ft Vn'Phi 31.81 k 31.81 k Deflections... . Upward DL + [Bm Wt] 0.0000 in at DL + LL + IBm Wt) 0.0000 in at DL + LL + ST + [Bm Wt] 0.0000 in at Reactions... ® Left DL + [Bm Wt]] 0.917 k DL + LL + [Bm Wt] 8.915 k DL + LL + ST + [Bm Wt] 0.917 k Live Load 16.000 k 1.778 Not Req'd 14.029 Title : KCT Hydrat ifts Job # 990 Dsgnr: GHL Description : Scope : Date: 10:46AM, 26 JAN 01 0-2D Page 1 042 ••5 structural h •Iotform.ecw:D Calculations are designed to ACI 318 -95 and 1997 UBC Requiren Rebar ® Left End of Beam... Count Size 'd' from Top fi1 in in Mu, Eq. 9 -1 37.97 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -1 14.03 k 14.02 k t c 4,000 psi Fy 60,000 psi Concrete Wt. 150.0 pcf Seismic Zone 3 End Fixity Pinned - Pinned Live Load not acting with Short Term 5.3330 ft 5.3330 ft 5.3330 ft 2.666 Not Req'd 14.023 Short Term k Maximum Deflection - 0.0016 in Max Reaction @ Left Max Reaction ® Right 3.555 Not Req'd 14.023 Mu, Eq. 9 -2 1.71 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -2 0.43 k 0.42 k ® Right 0.917 k 8.918 k 0.917 k Rebar CO Right End of Beam... Count Size 'd' from Top 111 in #2 in 4.444 Not Req'd 14.023 . Downward . - 0.0001 in at - 0.0016 in at - 0.0001 in at Location 2.667 ft Beam Design OK 8.92 k 8.92 k 5.333 ft Not Req'd in 14.023 k Mu, Eq. 9 -3 1.10 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -3 0.28 k 0.27 k 2.6665 ft 2.6665 ft 2.6665 ft Y.i.rilY «'�f GittiE::}' �,.; Y,; :+^`✓.ia',i`.S�!'..F ?:Rza�.�dt, SYMO N DS C O N S U L T I N G Re 510303 Us er :Kw-0aoI393.ver5.13.22.JunI99Q,w 2 Concrete Rectangular & Tee Beam Degt(yn Page 2 (e) 1953.99ENERCAIC p: \1959 9 \bo5 \structural \h- platform.ecw:D Description Beam B -1 !Section Analysis r Evaluate Moment Capacity... X : Neutral Axis a = beta ' Xneutral Compression in Concrete Sum (Steel comp. forces) Tension in Reinforcing Find Max As for Ductile Failure... X- Balanced Xmax = Xbal • 0.75 a -max = beta • Xbal Compression in Concrete Sum (Steel Comp Forces) Total Compressive Force AS Max = Tot Force / Fy Actual Tension As Additional Deflection Calcs Neutral Axis (gross !cracked Elastic Modulus Fr = 7.5 * f'c^.5 Z:Cracking Eff. Flange Width ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9-1 & 9 -2 ST ....seismic = ST • : E N G I N E E R S 1.400 1.700 1.700 1.100 3.510 in 15,840.00 in4 1,817.45 in4 3,605.0 ksi 474.342 psi 107.062 ksi 13.75 in Center 1.645 in 1.398 in 65.368 k 0.000 k - 65.236 k 12.724 in 9.543 in 10.816 in 379.230 k 35.092 k 414.322 k 6.905 in2 1.240 OK ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : KCT Hydra ifts Dsgnr: GHL Description : Scope : Left End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) 0.750 0.900 1.300 Job # 990 Date: 10:46AM, 26 JAN 01 Right End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK 52.18 k -ft 22.55 k -ft 2.314 1.22 k -ft 42.696 15,840.000 in4 15,840.000 in4 UBC 1921.2.7 "1.4" Factor Z •2) L AC! Factors (per ACI, applied internally to entered loads) 1.400 UBC 1921.2.7 "0.9" Factor 0.900 Mu:Max = 37.96 k -It Dmax = 0.0016 in Vu Max = 14.023 k 37.968 l• '• • • i . .30.374 26.577 e 22.761 — 18.984: 15.187; 11.390 7.593 3.796; 053 Bending Moment (101) 14.880 11.904 8.928 5.952 2.976 .2.975 -5.950 •8.925 .11.900 0 00 Shear Load (k) 1.59 2.13 2.66 3.19 Location Along Member (II) 0 53 1.06 1 59 2,13 2.66 319 Location Along Member (Ill r 373 426 OP 2 .3 479 5 33 • • , • , .4 ••. • • k"f —J C.Y • 0 wit T6 4 ■C CO) a W . • Z I- 0: Z . LU W . . a i0 i0 :ILI • j Z. (Di z : SYMON D:: Project 14 07 L Client LootGQ deices •, f. 1 N Subject P . Fot.&v,r9 -va 1 : D , *s 13,s oh Toyo - DI- m..., // 0,' s l, A 8 µs r0 p Ir(Ys RCS -a2 IOJ �a 1601 Second Ave. • Suite 1000 • Seattle, WA .: ,1 1 01 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. g / , 7 0 y2. 0 Pa g e ,? / o f By Date / f/ ,0/ Checked Date Idol /- mL . a F ci e t° I, -e 1 p 7 -No $1. ., �o S (w 6 , DL, rs �p w/ Bus - D L 4. 6 (04c1 o " /oo r s (, L, DL. .... og Pi* b •!O ei ( 4 r t( - 4 ` p, -(. J7,---e ti 1 w u1E, Te"$ t y F/,,4.c c 1 . 000 7 e o o ( 3 ) NO . Fs SYMONY, I • Protect R T . L Client f: (I (, '■ F. r. .; Subject H P e tvts, \r r I /7 7 / / / 1601 Second Ave. • Suite 1000 • Seattle, WA .../101-1541 P: 206/441-1855 • F: 206/448-7167 LL . I r go, 5J •- • - . -,--,- • • I , 1 -141,1 31-5 16,0.5 - ,;(e - v ,_ 5 ,,,,i ,, / ...„, 7 / ii ,, 7 '- / & " L-L : R c...:,.. P-I ,q 33 1- , 3 3c3. Selc 1'2 45 • • • , r ) 174 citose trey a. a t.tot 4*.d*..c-11-piis • - • " ' -.. = 10, 000 Job No. 6 7T OCO , 0 5 ■ 13 y ft Cheched Date 1 L 1 /60 1, I, J. Page a , t o of Date 37q-r• 5,0/ C ,re • FswerA /c. ertn4 SYMONDS C O N S U L T I N G Rev 510303 User IKW-0601393. Ver 5.1 3. 22•Jun• 1999, W■32 (c) 1083.99 ENERCALC Description General Information Span Depth Width Beam Weight Added Internally Reinforcing Rebar 43 Center of Beam... Count Size 'd' from Top Uniform Loads Dead Load #1 0.144 k Concentrated Loads #1 Bending... ® Center ® Left End ® Right End Shear... ® Left End ® Right End Beam B -1 E N G I N E E R S Dead Load k 5.33 ft 13.000 in 12.500 in Mn•Phi 54.01 k -ft 0.00 k -ft 0.00 k -ft Vn'Phi 58.99 k 58.99 k Maximum Moment : Mu Allowable Moment : Mn'phi Maximum Shear : Vu Allowable Shear : Vn'phi Shear Stirrups... Stirrup Area © Section Region Max. Spacing Max Vu k Span = 5.33ft, Width= 12.50in Depth = 13.00in 46.77 k -ft 54.01 k -ft 17.75 k 58.99 k 0.440 in2 0.000 0.889 5.250 5.250 17.745 17.745 Deflections... Upward DL + [Bm Wt] 0.0000 in at DL + LL + [Bm Wtj 0.0000 in at DL + LL + ST + [Bm Wtj 0.0000 in at Reactions... @ Left DL + [Bm Wt]] 0.682 k DL + LL + [Bm Wt) 10.680 k DL + LL + ST + [Bm Wt) 0.682 k Live Load 20.000 k 1.778 5.250 17.390 Mu, Eq. 9 -1 46.77 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -1 17.74 k 17.75 k 5.3330 ft 5.3330 ft 5.3330 ft Title : KCT Hydra / 1 ifts Dsgnr: GHL Description : Scope: Live Load not acting with Short Term Rebar re? Left End of Beam... Count Size 'd' from Top #1 4 5 10.50 in #1 in #2 2 5 2.50 in #2 in k Max Reaction ® Left Max Reaction ® Right 2.666 5.250 17.387 Right 0.682 k 10.684 k 0.682 k 4,000 psi 60,000 psi 150.0 pcf 3 Pinned- Pinned Short Term k 3.555 5.250 17.387 Mu, Eq. 9 -2 1.45 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -2 0.75 k 0.74 k Job # 990 Date: 11:03AM, 24 JAN 01 Concrete Rectangular & Tee Beam DewS'�(� Page 1 'T9�9 042 5 structural h- Iatform.ecw:H Calculations are designed to ACI 318 -95 and 1997 UBC Requirements f'c Fy Concrete Wt. Seismic Zone End Fixity Rebar 5 Right End of Beam... Count Size 'd' from Top #1 in #2 in Live Load Short Term Start End 1.063 ft Location 2.667 ft Maximum Deflection - 0.0363 in 4.444 5.250 17.746 Downward . - 0.0006 in at 2.6665 ft - 0.0363 in at 2.6665 ft - 0.0006 in at 2.6665 ft Beam Design OK 10.68 k 10.68 k 4.271 ft 5.333 ft 5.250 in 17.746 k z '/1 Bending & Shear Force Summary Mu, Eq. 9 -3 0.93 k -ft 0.00 k -ft 0.00 k -ft Vu, Eq. 9 -3 0.48 k 0.48 k ., .. .. t, �. :-i',.�,i, e ...i :, ..f. :;,L . n n V_'t1..:14,*.r' re +...1.m+K: 4i•t'V i ES /�� ^"r.fSJ f:.:. x..�ait :�f �7+t.A',iaa�R�?J.AWli'; ��: '::.rz 4s {L,'a �, h1.1. SiTst, a.�igi � 5c� ^4 v'AhY SYMONDS C O N S U L T I N G Rev* 510303 Usor: ICW0601303. Vet 5 1 3. 22•Jun•I000, WIn32 (C) 1093.00 ENERCALC Description Section Analysis Neutral Axis (gross (cracked Elastic Modulus Fr= 7.5"f'c ^.5 Z:Cracking Eff. Flange Width ACI 9 -1 & 9 -2 DL ACI 9 -1 & 9 -2 LL ACI 9 -1 & 9 -2 ST ....seismic = ST • : Beam B -1 Evaluate Moment Capacity... Center X : Neutral Axis 2.235 in a = beta • Xneutral 1.900 in Compression in Concrete 80.739 k Sum (Steel comp. forces) 0.000 k Tension in Reinforcing - 80.796 k Find Max As for Ductile Failure... X- Balanced 6.214 in Xmax = Xbal • 0.75 4.661 in a -max = beta • Xbal 5.282 in Compression in Concrete 168.368 k Sum (Steel Comp Forces) 22.899 k Total Compressive Force 191.267 k AS Max = Tot Force / Fy 3.188 in2 Actual Tension As 1.860 OK Additional Deflection Calcs E N G I N E E R S Concrete Rectangular & Tee Beam Del ACI Factors (per ACI, applied internally to entered loads) 1.400 1.700 1.700 1.100 3.300 in 2,288.54 in4 670.04 in4 3,605.0 ksi 474.342 psi 126.292 ksi 12.50 in ACI 9 -2 Group Factor ACI 9 -3 Dead Load Factor ACI 9 -3 Short Term Factor Title : KCT Hydrailifts Dsgnr: GHL Description : Scope: Job II 99042. Date: 11:03AM, 24 JAN 01 ' >z Left End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK Mcr Ms:Max DL + LL R1 = (Ms:DL +LL) /Mcr Ms:Max DL +LL +ST R2 = (Ms:DL +LL +ST) /Mcr I:eff... Ms(DL +LL) I:eff... Ms(DL +LL +ST) 0.750 0.900 1.300 Right End 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.0000 in 0.000 in 0.000 in 0.000 k 0.000 k 0.000 k 0.000 in2 0.000 OK 13.92 k -ft 27.69 k -ft 0.503 1.03 k -ft 13.481 875.482 in4 2,288.542 in4 UBC 1921.2.7 "1.4" Factor 1.400 UBC 1921.2.7 "0.9" Factor 0.900 ' vi�.i.'F3:. V*2 = XI nA )1 489'01 = muu zc't = xelArnvg • • • • • • u! MUM = xewa 10191'9V = xeornini 11 CC'S 14144441444141444144114444144 miioz L./ xelA - , : " .". • )1 089'0 = xemd • 46.767 : 42.090 37.413 32.737 28.060: 23.383 .... 18.706 14.030 9.353 4.676 00. Bending Moment (k. t) 17.952 14.361 10.771 7.180 3.590 0.0 .7.181 . 10.772 . 14.362 0.00 0.53 106 1.59 Shear Load (k) 2.13 2.66 3.19 3.73 4.26 4.79 Location Along Member (It) 2.13 2.66 3.19 3.73 Location Along Member (It) 4 26 4.79 5.33 .. ..uw„ ; :+t tl k• e v:.a,,:.�a�, >, SYMO N D' ProJect V C • r L; cfs Client Subject P, .1- Foy.„ &. 1' To-pi .• _ //.33 33 ' • /9' 2 = 3 (7.33 p3 W.i5f : is pee ' 31 7.33 F1 = 'i7 Lop /b Wn(( v.(u.{ _ ' 2 t ! 0, 13 f 6 . / 7 7,p3' • ?�.Ic1S�f /SO�eF a2 ► %t = 33 /9j iS Float vo lu - ... 2 ' . / / 4 z ' . • _ 16 3 ..7 .0 1 3 Wet! F = /5V . /63, 3 r. y too ' Tat - a.I 1 /7 - 000 t l ' 4 - 33 /NS 4 a43 = /03 ... Oet• dc....-„,// et (/o..v ' .: TO T4[.. Ivo ci 14 _. / 1601 Second Ave. • Suite 1000 • Seattle, WA . A01 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. G cj c o S Page 1asrs By 4 .7 - S Checked Date Date O. &-3 = `29 / 't 3 3 . of 1 -30 - 0/ SYMONDE •I t. •I f: f. Project K ('il' L c v-s Client Subject , S Le,. Fr ; G�+ Os VA A141 1601 Second Ave. • Suite 1000 . Seattle, WA '. .b1 -1541 P: 206/441 -1855 • F: 206/448 -7167 tle:(tAfl! / .. 5i4 d p+ 60, 00d f i • D 85 (0,-1) (6 '. o0(5) (/_ o (/.o)) k1 Cap r Of 61to- Gric. J� Job No. c!f!OUJ o sy ArS Checked -11 v 6 Page Date Date y, of / /9 / /, y • 1 et 2 6 O 0 ' CO LL w 0 co -J Z �; I o ▪ W W ; 2 V Z • SYMOND, .. � i � N � 1. i rr r, F: •r i, i r F. F: H �, Project Client ll E LDC o A/l cr, MA4TCH _SEE IGCH._ Fort Sr 2 E I SPAaNG K L fs Subject S ; ernr f Pa t-c►^ 17 t� L 8 oLT �I E LM FoQ Sr2 E F4 SPAcriu6 1601 Second Ave. • Suite 1000 • Seattle, WA ,4101 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. J r 1 o 4 • v s Page of By f� TS Date /— Sr —O O BOLT [s) % 1/0 x Y /I E4vED S71n pS Checked Date STUD %a� r _.51 ( Subject W e c e AA e WELDED. NUT, M41TC l•I 801 : - -sEE MEG?I. 'P- 4cE; _._: Ou f ...L.EWCTEL 0f. AN6L E. .. . v.//7// SYMON D:' Project kcr l Client n 1601 Second Ave. • Suite 1000 • Seattle, WA ..101 -1541 P: 206/441 -1855 • F: 206/448 -7167 Jab No. 6s. By ALrs Checked G 7,9A Y� CcVr, NorCOA/r @ sx.m. SEE M EGFI Fog WEg6E.'PL4TE FIIMS . $OLr II0�r IIOLEs s EE /4GCH Fo,Q srt G. SP .4c>: YEC•4Ecl -i f DIM OvE R LFN6rH iOF ANGLE Page Date Date C� eoLT 1 of SYMON D` Project Client Subject f •� •� f. C N 1601 Second Ave. • Suite 1000 • Seattle, WA :101 -1541 P: 206/441 -1855 • F: 206/448 -7167 Job No. By Date Checked Date Page of • SYMO CONGULTING 9. eNoiNeeRe 1601 Second Ave. • Suite 1000 Seattle, \\ 101-1541 I': 206/441-1855 F: 206/448-71(7 _^. ^ • - -~ alt SYMON E H O I N C E R S 6 C O N G U L T I N O • J r ch.• „t $ubltLt ^r, D 1601 Second Ave. • Suite 1000 • Seattle, V 8101 -1541 I': 206/441-1855 F: 206/448 -7167 -rr if (1 heti Rue SYMOIND') COH6U ENOINECT119 15 - - r p ,e,444 awn, 7-5.2 c_,)4 Silb11 '?D /z..eyW c F? Veld )--3 Cht., keit 1601 Second Ave. • Suite 1000 • Seattle, 101-1541 1': 206/441-1855 • F: 206/448-7167 1 - se3A4F DeTA ( pa 3 pale Date 4 --- 44 7-1 ACTIVITY NUMBER: D01 -238 DATE: 8 -02 -01 PROJECT NAME: SOUTH BASE COMPONENT SUPPLY VAULTS SITE. ADDRESS: 12100 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPA Built 4900 -7-oI Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete TUES /THURS ROU NG: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions \PRROUTE.DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP IA Fire Prevention itiAL S 0 ( Structural Incomplete n Pla in: Division N l( if Permit Coordinator DUE DATE: 8-07-01 No further Review Required DUE DATE 09 -04 -01 Not Applicable n Comments: n DATE: Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: DUE DATE Approved n Approved with Conditions n Not Approved (attach comments) n REVIEWER'S INITIALS: DATE: fir M1' 4 r.44a u$urfYJ' •". b. 40,t214 ` lr. r 4 7tD. dd n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -238 DATE: 8 -02 -01 PROJECT NAME: SOUTH BASE COMPONENT SUPPLY VAULTS SITE ADDRESS: 12100 EAST MARGINAL WY S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter. # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete Comments: TUES /THURS ROUTING: Please Route n Structural Re R quired REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) \PRROUTE.DOC 5/99 Approved REVIEWER'S INITIALS: Approved w •, CORRECTION DETERMINATION: Approved Approved with Conditions REVIEWER'S INITIALS: n Planning Division DATE: Permit Coordinator DUE DATE: 8-07-01 n Not Applicable ri No further Review Required DUE DATE 09 -04 -01 ons U Not Approved (attach o ents) DATE: S DUE DATE Not Approved (attach comments) DATE: is �{i � � lr'a • aS'; • ::J'Iti7 >•. �:�"�'J.�'tP� .. "i�iy,•L PERMIT NO.: l C. "-' 2Sa TENANT NAME: BUTLDlNG'LERMITS INSPECTIONS ❑ 00001 Progress Inspection Status ❑ 00002 Pre - construction ❑ 00003 Investigation ❑ 00004 OK to Occupy ❑ 00005 Remove Stop Work Order ❑ 00006 Follow -up ❑ 00007 Pre -Move Inspection ❑ 00050 WSEC Residential ❑ 00060 WA Ventilation/Indoor AQC ❑ 00070 NLEA lnspection/Mpdular Struct ❑ 00071 Mobile Home Tie Down Insp ❑ 00072 Marriage Lines ❑ 00090 Rested ❑ 0095 Footing Drains 0100 Foundation Footings 00200 Foundation Walls ❑ 00250 Foundation Insulation ❑ 00300 Concrete Slab /Slab Insulation ❑ 00350 Crawl Space ❑ 00400 , Shear Wall Nailing ❑ 00450 Plywood Wall Sheathing ❑ 00500 Roof Sheathing Nailing ❑ 00525 Plywood Deck Nailing ❑ 00550 Exterior Wall Sheathing ❑ 00600 Masonry Chimney ❑ 00610 Chimney Installation /All Types ❑ 00700 Framing ❑ 00750 Roof /Ceiling Insulation ❑ 00800 Floor Insulation ❑ 00801 Wall Insulation ❑ 00802 Exterior Roof Insulation ❑ 00803 Glazing Inspection ❑ 00815 Lighting and Controls ❑ 00900 Suspended Ceiling ❑ 01000 Interior Wallboard Fastening ❑ 01001 Exterior Wallboard Fastening ❑ 01 1 10 Pre -Move Inspection ❑ 01115 Motor Inspection ❑ 01120 Pre -Demo ❑ 01140 Pre - reroof ❑ 1400 Final -Fire (01700 Final- Building ❑ 01900 Final- Reroof • ❑ y03100 Site Visit 04000 Special- Concrete ❑ 04001 Special -Bolts in Concrete ❑ 04001 Special- Mom/Resist Conc Frame ❑ 04003 Special -Reinf Steel Prestress • 04004 Special - Welding ❑ 04005 Special- High- Strength Bolting ❑ 04006 Special - Structural Masonry ❑ 04007 Special -Reinf Gypsum Concrete ❑ 04008 Special - Insulating Conc Fill ❑ 04009 Special -Spray Fireproofing ❑ 04010 Special- Piling, Piers, Caissons ❑ 04011 Special- Shotcrete ❑ 04012 Special- Grading, Excav/Fill ❑ 04013 Special- Retaining Wall ❑ 04014 Special- Panels ❑ 04015 Special -Smoke Control System CONDITIONS [70001 No changes to plans unless approved by Bldg Div ❑ 0010 Special inspection required, notify Bldg Div ❑ 0011 Special inspector shall submit final signed report ❑ 0012 New ceiling grid & light fixture shall meet lateral bracing ❑ 0013 Partition walls attached to ceiling grid ❑ 0014 Readily accessible access to roof mounted equipment ❑ 0015 Engineered truss drawings & calcs shall be on site 0 01 Exposed insulation backing material 0017 Subgrade preparation including drainage, excavation ❑ 0018 Statement from roofing contractor verifying fire retardant class of roof /0019 All construction to be done in conformance w /approved plans ❑ "No work shall be done in addition to those modifications..." ❑ 0002 Plumbing permits shall be obtained through King Co ❑ 0020 Structural observation shall be provided for this project ❑ 0021 All food preparation establishments must have King Co 0 / 9022 Fire retardant treated wood shall have flame spread of 0023 Notify Building Division prior to placing any concrete 0 0024 All spray applied fireproofing shall be special inspected ❑ 0025 All wood to remain in placed concrete shall be treated ❑ 0026 All structural masonry shall be special inspected [70027 Validity of Permit ❑ 0028 Rack storage requires separate permit ❑ 0003 Electrical permits obtained through L & I ❑ 0030 No occupancy of building until final insp by Bldg Div ❑ 0032 Remove all weeds, concrete, stone foundations flat 0 0 0 0 0 0 0 concrete 0036 Manufacturers installation instructions required on site "BTU maximum allowed per 1997 WA State Energy Code" 0035 Contact PW Div to obtain insp for water /sewer connect A C of 0 will be required for this permit Final approval for all T1 w /in the limits of the SC Mall All mechanical work shall be under separate permit All construction noise to be in compliance with 8.2 TMC Ventilation is required for all new rooms & spaces All permits, insp records & approved plans available ❑ All structural concrete shall be special inspected ❑ "Applicant shall obtain a separate plumbing permit from King Co" ❑ "Anchoring — All new construct and substantial improvement shall be 0038 0039 0004 40 041 0005 0006 anchored to prevent flotation" ❑ 0007 All structural welding shall be done by WABO certified inspector ❑ 0008 All high- strength bolting shall be special inspected ❑ 0009 Bolts installed in concrete shall be special inspected ❑ 0031 Comply with requirements of TMC 16.04 ❑ 0034 Removal of septic tanks require approval and compliance with King Co Health Dept. ❑ "Obtain required inspections from ap water & sewer districts" ❑ "Fuel burning appliances ❑ "Appliances, which generate...." ❑ "Water heater shall be anchored...." ❑ "Reroot" Plan Revie% Permit Tech: Date: Date: ( -c,' i1... ^f:4Mi1F 4. ACTIVITY NUMBER: D01 - 238 DATE: 8 - - PROJECT NAME: SOUTH BASE COMPONENT SUPPLY VAULTS SITE ADDRESS: 12100 EAST MARGINAL. WY S X X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-07-01 Complete ri Incomplete n Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Fl Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved n REVIEWER'S INITIALS: \PRROUTE.DOC 5/99 n PLAN REVIEW /ROUTING SLIP n n Fire Prevention Structural Structural Review Required to Planning Division Permit Coordinator Not Applicable n n No further Review Required DATE: (� 1(5 DUE DATE 09 -04 -01 n n Approved with Conditions Not Approved (attach comments) DUE DATE DATE: +A(ARi' .JS�a'' .'�ta` c "•i>+✓fA.}.�lVi'".11'"tt`Xt"wti "`s.3' i`dF3*.ik?.a'tiV..7.A4X i;`:1l iw;�}tiSit3ifiilai�N:i 6'3:`K''t1t:w:J� "ii:do'' z I Z w re 6 JU U O Nom. W I w O 2 g a y F- _ Z 0 w uj n o. o O I- w w U ; H : O : w Z " U �. Z DEPARTMENTS: Building Division Public Works Complete Comments: Approved \PRROUTE.DOC 5/99 Fl n PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D01 -238 DATE: 8 -02 -01 PROJECT NAME: SOUTH BASE COMPONENT SUPPLY VAULTS SITE ADDRESS: 12100 EAST MARGINAL WY S XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Is Issued Fire Prevention Structural DETERMINATION OF COMPLETENESS: (Tues., Thurs.) TUES /THURS ROUTING: Please Route ri Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved with Conditions n n incomplete n Not Applicable I 1 n REVIEWER'S INITIALS: Planning Division Permit Coordinator DUE DATE: 8-07-01 No further Review Required DATE: - _ b DUE DATE 09 -04 -01 Not Approved (attach comments) DATE: CORRECTION DETERMINATION: DUE DATE Approved rn Approved with Conditions r7 Not Approved (attach comments) U REVIEWER'S INITIALS: DATE: ACTIVITY NUMBER: D01 -238 DATE: 8 -02 -01 PROJECT NAME: SOUTH BASE COMPONENT SUPPLY VAULTS SITE ADDRESS: 12100 EAST MARGINAL WY S Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # . Revision # After Permit Is Issued DEPARTMENTS: Building Division Public Works DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 8-07-01 Complete I I Comments: TUES /THURS ROUTING: Please Route REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved \PRROUTE.DOC 5/99 PLAN REVIEW /ROUTING SLIP rx Structural Structyr Review Required Approved with Conditions REVIEWER'S INITIALS: CORRECTION DETERMINATION: Approved n Approved with Conditions REVIEWER'S INITIALS: Fire Prevention F Planning Division Incomplete 1 Not Applicable I I n Permit Coordinator No further Review Required DATE: !/ 0/ DUE DATE 09 -04 -01 Not Approved (attach comments) n II DATE: DUE DATE Not Approved (attach comments) DATE: ti K :k Jri "i King County FORM OF BID SIGNATURE SIGNED this 30 day of August 2001 Telephone: 425-745-0124 WA State State of Contractor's Incorporation: Washington License No: MCCLUSI101MJ Federal Tax ID WA Workers Number: • 411013 Comp Acct #: 543,613 -01 C13007C REV11 \1\9 Firm: Address: 16300 Mill Creek Blvd. , G4 City /Zip: Mill Creek, WA 98012 Fax No.: 425 - 745 -4255 B Title: McClure and Sons Inc. President Signature Print Name END OF SECTION 00300 -8 Les McClure CITyyOFE7UE .JA "!..4•F:;2002 PERMIT CENTER FORM OF BID D' J U: 00i N0 w w = JHi w 0. CO F w z � I- 0, Z o tO N w U — , p. Z :.. 't':i' , NOiU[II 2C) ACRES O( 'HE FOLLOWING OESCRI1 I) 'L' 1'ort.ions of the West it of Section 10, '1'ownsh 23 North, Range 4 1: ; t , W. M., described as follows: Lots 22, 23, 24 and that portion of Lot 25 of • Bennett's Intc'.J. ban Tracts unrecorded, lying North of a line 50 feet South of i1te North line of Government Lot 15 of said Section 10, and .Lots ). 7 , 18, 19, 20, 21, 22, and the. Riverside Stone Quarry of Riverside Interurban Tracts, as recorde in-Volume 10 of Plats on page 74, records of King County and River Street as vacated by Superior Court Cause No. 663488, all lying Southwesterly of Primary State Highway No. 1, Foster Interchange to South 118th Street, as established by Warranty Deed,. King County Auditor's File No. 5884778, and Superior Court Cause No. 646846 and Northeasterly of East Marginal Way South as ' established.'by Superior. Court Cause 646697, 646846 and 646939 and that portion deeded to King County by Quit Claim Deed as recorded and Auditor's File No. 1004994, and Warranty Deed No. 7412090465. More particularly described as follows Beginning at a point 50 feet distant ' Easterly, when measured at right* angles from the East Marginal Way Center Line Survey of Primary State Highway No. 1, Fcter Interchange to South 118th Street, at Highway Engin• eer's Station ED1W 13 +00; thence South 07 ° 30'05" East along the Easterly. inargin of East Marginal Way 135.36 .feet to a point on a line SO feet Sou of and parallel to the North line of Government Lot 15,'Section 10, Town .ship 23 North, Range 4 *East, W. M.; thence South 87°32'19" East parallel to said North line 37.31 feet to the' Westerly .line of Lot 19, Riverside Interurban Tracts; thence South 01°37'43" West along said West line 133. feet to the Northwest corner of Lot 1. Riverton; thence South 88°22'17" E along the North line of said Lot 1 a distance of. 1.90 feet to the Northe corner of said Lot 1; thence South 02 °24'24" East along the East line of ..said Lot 1 a distance of 123.54 feet to the Easterly •margin• of East Marg anal Way as established by Quit. Claim Deed found . in King. County records, recorded under Auditor's File No. 1004994; thence North 78°41'05" East ] feet to the Easterly margin of East Marginal Way as established by Warrz Deed- found in King County records, King County Recorder's Number 741209( thence South 11 East along said East margin 501.21 feet; thence South 10 East 107.94 feet; thence South 89°17'24" East parallel 1 the South line of Lbts : 31 and 32 Riverside Interurban Tracts a distance 774.30 feet to the Westerly margin of Primary State Highway No. 1, Post Interchange to South 118th Street; thence North' 04° 3 ' 59" West along sa: Westerly margin 165.03 feet to a point of curvature' to the left; thence along said curve whose radius is 1390 feet a distance of 1554.78 feet t the tiles t line of Lot 17, Riverside Interurban Tracts; thence South 01 West along the West line•of Lots 17 and 18 Riverside Inter- urban Tracts 64.8S feet to the Northeast corner of Lot 22, Bennett's Interurban_ Tracts (Unrecorded); thence South 78 °39'OO" West along the line of said Lot 22 a distance of 91.98 feet to the East margin of East Marginal Way; thence South 04 °57'54" East along said East margin 268.6; to the point of beginning. • ' All according to that certain survey recorded in King County Records Book 4 of 'Surveys, page 150 and containing 20 acres.. Subject to restriction contained •in •d'Led executed by the State of Wash- ington in favor of Squire In;lestment' Company, as follows: . The grantee, p.r sonal representative, successors in interest and assign's, as part of consideration hereof, does hereby covenant and agree, as.a ,covenant rune with the land, that in the event facilities are constructed, maintained; otherwise operated on they' said property described in this deed, for the acccmmoda tion of the traveling public or business users of any Federal -a hi.;;h. ay (such as eating, sleeping, rest, recreation, and vehicle Servi.ci. that it will not discriminate on the grounds of race, color or national origin against such traveling public or highway users in their access to use of the facilities and services so constructed, maintained. or otherwi c )'•.. :? tcr1, and that thr: grantee: shall IIla ntai.l' our ok�',:rc! I sL ch .0 acii i.t ::�.c and services in compliance with all other requirements imposed purse .fi Title 49, Code of Federal Regulations, Department of Transportation, Sui title a,' Office of the Secretary of Transportation, Part 21 (49 C.F.R. • 1 21) and as said Regulations may be amended. b.r ;,;�.. ix 5 ALSO ALSO • object to restrictio( contained in deed from State of Washington, recorded Jan. 23, 1975 under Recorder's No. 7301L30400 as follows: Grant( here:;;, its successors or assigns, shall have no right of ingress and egx to, from and between Primary State Highway No 1 "SR 99" and saic p em i nor shall the grantor, its successors or ossicr.:i, be entitled to comnens: ion for a"tiy foSS of l i �Eit. view and afr occasioned by the location, construction, maintenance or operation of said highway. Subject to: Relinquishment of right of access to State Hi.ghwa;; , and of light, view and air, under terms of deed to the State of Washington, recorded May 28, 1965, Auditor's \'o. 5884773, and as condemned under Superior Court Cause, No. 646846. A tract of land in the f+cutl t quarter of the northwest of Suction 10, Tc!•:n :•;h i.p 23 North, Range 4 East, j'i .I•t., in Ring County, 4ic sh :Lugton deoc ibed h • 1 a follows: From the Northwest corner of Section 10, Township 23 North, Range 4 Fast, W.M., in King County, Washington, running South along the West line of the TTorthroest quarter of Section 10 aforesaid, 1168.66 feet to a stone monument set at the i.nitia point of the land released by Ada H. Bennett to the. Duwamish Investment Co. .on August 7, 1913; hence Last at right angles along the South line of said xeleased lands 924.51 feet to a stone monument at the intersection of said South line of • the said released lands with the East marginal line of the Pacific Highway; • thence South 13 ° 05' East along said East marginal line of the Pacific Highway, 567.14 feet to the Point of Beginning of this tract; thence South 13 East alon€ the Last marginal, line of the Pacific Highway 545 feet; thence North 76 °55' East perpendicular to said highway 141.55 feet, more or less, to the East boundary of the Southwest quarter of the Northwest quarter of Section 10; thence North 0 °04' 10.7" West along said East boundary of the Southwest quarter of the Northwest quat; of Section 10, 559.36 feet, more or less, to a line which is 545 feet from aad • parallel to the South boundary line of this tract; thence South 76 °55' • West along said line 545 feet from and parallel to the said South line 267.51 feet; wore or less, to the Point of Beginning; , • EXCEPT that portion thereof lying Westerly and Northerly of the margins of Primary State }?ighway No. 1 as established by Judgment and Decree of Appropriation entered February 21, 1966 under King County Superior Court t;o. •646697, Item. No 2. • ''Being, known as a portion of Tracts 20 and 21; Bennett's Interurban Tracts,. accord to the unrecorded plat thereof.' That certain portion of Government Lot 15, Section 10, Township 23 North Reoge 4 East, W.`t., in.King County, Washington described as follows: Beginning at the Northwest corner of said Section and running thence South along the West line thereof 1168.66 feet to a stone monument; thence East: at right an21es 924.51 feet to a stone monument in the East line of East Marginal Way; thence South 13 ° 05'00" East along said East marginal t• 1112.14 feet to tho True Point of Beginning; thence continuing South 13 ° 05'00' East 612.46 feet to the East line of Government Lot 15; thence North 0 ° 4'10.7" West 628.61 feet; thence Sou.th 76 ° 55'00" West 141.55 feet to the True Point of Beginning; EXCEPT that portion of the above described property which lies North of the. South . line of the North 50 feet of said Government Lot 15; AND EXCEPT that portion thereof condeonec1 by the State of Washington for highway purposes under King County Superior Court No. 646935. ' ALSO That por't;i.on of Lot 1, Eiock l,' "}'iverton Tra'cts, according to the plat recorded in County, Vash1ngton, lying Easterly of thou • It a• repiat of part Volume 1.3 of Plats Easterly margin of of Riverton interurban page 36, in King Yom• : May. East 2•«, r�in� l ••• Fsz5-n52.(xm) (S/(Y7) DEPAR.TMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL EXP. DATE CC01• PMtCLUSII01M0"07/06/2002 EFFECTIVE DATE 07/11/1990 MCCLURE & SONS INC 16300 MILL CREEK BLVD G4 MILL CREEK WA 98012 I, • JAN-24-2002 THU 09:03 AM NCCIJJE & SONS INC ...,„ 000000 .•. • :op... . , : • • : : beach And Displuy Ceniticutc FAX NO, 425-745 4255 P. 02 RECEIVED • CITY OF TUKWILA Ali 2:, 2.002. PERMIT CENTER �1- & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 21, 2001 Mr. Jack Schultz KING COUNTY METRO 11911 East Marginal Way South, Building B Tukwila, WA 98168 RE: Final Letter Hydraulic Lift Replacement Unit Supply at 12100 East Marginal Way Tukwila, Washington Dear Mr. Schultz, In accordance with your request and authorization, we have performed periodic special testing and inspection services for the above referenced project. The special inspections for this project were: Soil Compaction Testing • Reinforcing Steel Verification • Cast -in -place Concrete Testing To the best of our knowledge, the above referenced items have been found to be in general accordance with the approved plans and specifications. If you have any questions or if we can be of further assistance, please do not hesitate to contact our office at (425) 485 -5519. Respectfully submitted, KRAZAN & ASSOCIATES, INC. Timothy G. Bec rle, P.E. Engineering Manager Pacific Northwest Division TGB/bk CC: CITY OF TUKWILA .. JUU QUAIMENIETNY KA No. 096 -02034 Permit No :e; :::1' -2338 With Eleven Offices Serving The Western United States 19501-144 Avenue' NE # F -300 • Woodinville, Washington 98072 • (425) 485 -5519 • Fax (425) 485 -6837 09602034 Final Report re III U O t _ 0 CO i :. J1-- w O g J u., = d ▪ _ z �. 1=- O z � Lir al 0 co a1-- w w ` V : U. _ 0 w z C O ~` Z . l war � NTON N SOUTH BASE & CSC LOCATION MAP o 1/2 HAMILTON ENGINEERING INC. 2108 S.W. 152nd Street SFATflE, WASHINGTON 98166 U.SA SOUTH BASE MAINTENANCE BLDG CONTRACTOR'S ENTRANCE FUEL & WASH BUILDING 5. 124th ST. CONTRACTOR'S S'AGING AREA 1 25'x30' CONTRACTOR'S TRAILER COACH PARKING PROPERTY LINE STAFF PARKING LEGEND AREA OF WORK 116th ST. D U W A M I S H R I V E R to S. 117th ST. SOUTH BASE & CSC SITE PLAN 0 200 400 600 FEET SCALE NOTED ONE INCH AT FULL SIZE T 1- IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: S. 119th ST. M ETRO'S TRAILER King County Department of 140' I I I I II X 11 II I I it II it l l II II I I I I I I I I I 5. 116th ST I I LIAr �e » pIp subject toe - - - 'T of plans does no adopted ca e ,- tractor's copy , .:ed By Date Permit No. METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 GENERAL SOUTH BASE & CSC 1,0 PAY IKCL'JOE SEPARATE PERMIT T I REQUIRED FOR: 1 ,1ECH6TI1CAL I LB0TRI r J A.L I I 'f PLU teGA ; Y PIPING CITY OF TU'SAIILA V`ON 8 � Win : ciTV ��.0 AUG 0 ?Doi DATE 6/1/01 1187B —G03 DRAWING NO: G03 SHEET NO: OF STRUCTURAL - GENERAL 1. SCOPE THE NOTES ANC DETAILS ON THIS SHEET ARE GENERAL AND APPLY TO THE ENTIRE PROJECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY. 2. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 EDITION OF THE UNIFORM BUILDING CODE, AS AMENDED BY THE CITIES OF TUKWILA, BELLEVUE OR SEATTLE AS APPROPRIATE. THE ABOVE SHALL GOVERN EXCEPT WHERE OTHER APPLICABLE CODES OF THE CONTRACT DOCUMENTS ARE MORE RESTRICTIVE. 3. ALTERNATIVE DESIGNS THE STRUCTURAL SYSTEMS AND DETAILS ON THESE DRAWINGS ARE THE PREFERRED DESIGN; HOWEVER, ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS WITH SUBSTANTIATING CALCULATIONS AND TEST DATA AND BEARING A WASHINGTON STATE LICENSED STRUCTURAL ENGINEERS SEAL AND SIGNATURES FOR PERMIT. 4. CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED STRUCTURES; DURING CONSTRUCTION, THE STRUCTURES SHALL BE PROTECTED BY BRACING AND SUPPORTING WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR. SEE INTERNAL STRUT NOTE K, THIS SHEET. 5. GEOTECHNICAL RECOMMENDATIONS A. REFER TO FOUNDATION EXPLORATION FINAL REPORTS, PREPARED BY CONVERSE DAVIS DIXON ASSOC., INC, FOR GENERAL SOILS RECOMMENDATIONS AND BORING LOGS. THERE IS A SEPARATE REPORT FOR EACH BASE, DATED AS FOLLOWS: (1) SOUTH BASE & COMPONENT SUPPLY CENTER: SEPTEMBER 17, 1976. 2 EAST BASE: OCTOBER 13, 1975. t,3 RYERSON BASE: NOVEMBER, 1984. 6. DRAINAGE SURFACES SLOPE DRAINAGE SURFACES UNIFORMLY TO DRAIN. SLOPE SHALL BE 1/4" PER FOOT EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. 7. FLOOR DRAINS SEE MECHANICAL DRAWINGS FOR LOCATION AND SIZES. STRUCTURAL DESIGN DESIGN CODE DESIGN IS IN ACCORDANCE WITH THE UNIFORM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES ARE MORE RESTRICTIVE. 2. DESIGN ALLOWABLE PRESSURE FOR FOUNDATIONS A. SOUTH BASE & COMPONENT SUPPLY CENTER: (1) FOOTINGS ON FIRM ROCK (2) FOOTINGS ON FRACTURED ROCK (3) FOOTINGS ON NATIVE MATERIAL ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY B. EAST BASE FOOTINGS: 8,000 PSF 3. DESIGN LIVE LOADS A. SLABS ON GRADE - H -20 OR 175 PSF 20,000 PSF 4,000 PSF 2,500 PSF B. GRATINGS - SAME AS ADJACENT FLOOR, UNLESS NOTED OTHERWISE (MINIMUM D. HYDRAULIC JACK - 1 RATED CAPACITY OF JACK: 25 KIPS (2) JACK CAPACITY W/ IMPACT: 42 KIPS (3) MAXIMUM TEST LOAD WITH IMPACT: 75 KIPS E. SEISMIC LOADING - ZONE 3, UNIFORM BUILDING CODE, 1997. CONCRETE 1. APPLICABLE CODE CONCRETE CONSTRUCTION SHALL CONFORM TO THE ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI -318). 2. REINFORCING STEEL DETAILS ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH DETAILS AND DETAILING OF CONCRETE REINFORCEMENT ACI 315. 150 PSF) SYMON DS 1601 Secoud Avenue, Suite 1000 Seattle, Washington 9810'-1541 3. DESIGN STRENGTH A. (1) CAST-IN--PLACE CONCRETE : f'c = 4,000 PSI 0 28 DAYS (2) CONTROL DENSITY FILL : f'c = 1,000 PSI ® 28 DAYS B. REINFORCING STEEL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 WITH SUPPLEMENT S1, GRADE 60. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A 185 SMOOTH WIRE : fy = 60 KSI MINIMUM. 4. CONCRETE COVER CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS: A. FOOTINGS AND FOUNDATION MATS CAST ON GROUND - 3" B. FORMED OR FINISHED SURFACES TO BE IN CONTACT WITH GROUND, WEATHER, OR WATER. (1) AT BARS GREATER THAN NO. 5 - 2" (2) AT BARS NO. 5 OR SMALLER - 1 1/2" C. FORMED OR FINISHED SURFACES NOT TO BE EXPOSED TO GROUND OR WEATHER. (1) BEAMS AND COLUMNS - 1 1/2" (2) SLABS AND WALLS - 1" 5. BAR SPLICES SPLICES OF REINFORCING STEEL BAR SHALL BE IN ACCORDANCE WITH ACI 318 AND SHALL BE CLASS B UNLESS OTHERWISE NOTED.THE LENGTH OF LAP SPLICE OF BARS OF DIFFERENT DIAMETER SHALL BE BASED ON THE LARGER DIAMETER. BAR SPLICES MAY ALSO BE MADE BY MECHANICAL COUPLING OR BY WELDING IN ACCORDANCE WITH THE DETAILS FOR REINFORCING STEEL SPLICE AND WITH AWS SPEC. D 12 1. 6. CHAMFERS EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. RE- ENTRANT CORNERS SHALL NOT HAVE FILLETS. 7. FINISHES EXCEPT AS NOTED, FINISH CONCRETE SURFACES TO MATCH THE ADJACENT EXISTING AREA. 8. HARDENER PROVIDE FLOOR HARDENER IN AREAS SHOWN ON THE DRAWINGS. 9. ANCHOR BOLTS USE OF ANCHOR BOLTS SHALL BE GOVERNED BY UBC -88 TABLE NO. 26 -F. ALL BOLTS SHALL BE STAINLESS STEEL UNLESS OTHERWISE NOTED. MODIFICATION OF EXISTING CONCRETE 1. GENERAL THE FOLLOWING NOTES ON MODIFICATION OF EXISTING CONCRETE ARE GENERAL AND APPLY TO THE ENTIRE PROJECT, UNLESS OTHERWISE SPECIFIED. 2. SURFACES A. EXISTING CONCRETE SURFACES TO BE JOINED WITH NEW CONCRETE SHALL BE THOROUGHLY CLEANED AND ROUGHENED BY SAND BLASTING OR BUSH HAMMERING. B. SURFACES EXPOSED TO VIEW SHALL BE NEATLY SAW CUT TO A DEPTH OF 2 INCHES PRIOR TO REMOVING THE EXISTING CONCRETE. HIDDEN SURFACES SHALL RECEIVE A TOOLED JOINT BETWEEN NEW AND EXISTING CONCRETE. 3. DOWELS DOWELS SHALL BE GROUTED BY FILLING THE DRILLED HOLES WITH EPDXY GROUT AND INSERTING THE DOWELS INTO THE HOLES. 4. OPENINGS A. WHERE "PLUG EXISTING OPENING" IS INDICATED, CONTRACTOR SHALL REMOVE ANY ATTACHED METALWORK, CONCRETE CURBS OR PROJECTIONS, ROUGHEN AND KEY EXISTING CONCRETE, COAT WITH EPDXY BONDING COMPOUND, AND POUR NEW CONCRETE FLUSH WITH ADJACENT SURFACES. RECOMMENDED: CONTR.uCT NO: STEEL B. NEW OPENING IN EXISTING CONCRETE SHALL BE CUT ONE INCH OVERSIZE, COATED WITH EPDXY BONDING COMPOUND, AND MORTAR FINISHED TO THE REQUIRED SIZE. C. NEW OPENINGS IN EXISTING CONCRETE THAT WILL BE EXPOSED TO VIEW SHALL BE CUT TO THE REQUIRED FINISH SIZE. EXPOSED REINFORCING BARS SHALL BE BURNT OR CUT BACK 1" AND SURFACE REPAIRED WITH MORTAR. 1. CODES AND SPECIFICATIONS STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS AS CONTAINED IN THE 9TH EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 2. MATERIAL ALL STRUCTURAL SHAPES, BARS, PLATES AND SHEETS INDICATED ON THE DRAWINGS SHALL BE STEEL MEETING ASTM A 36 SPECIFICATIONS. 3. WELDING MATERIAL AND PROCEDURES FOR WELDING SHALL CONFORM TO AWS D1.1 -90 FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. ELECTRODE SHALL BE E70XX LOW HYDROGEN GROUP. 4. HOT -DIP GALVANIZING UNLESS OTHERWISE NOTED, ALL STEEL FABRICATIONS SHALL BE HOT- DIPPED GALVANIZED AFTER FABRICATION. SHORING 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING DESIGN. THE DESIGN SHALL MEET ALL APPLICABLE CODES AND INCLUDE THE FOLLOWING PROVISIONS: A. TEMPORARY SHORING SHALL BE DESIGNED TO RESIST EARTH, WATER AND CONSTRUCTION LOADS. B. LOWERING THE GROUNDWATER LEVEL IN THE EXCAVATION SHALL BE ACCOMPUSHED FROM WITHIN THE EXCAVATION. C. STRUCTURAL SHORING AT EAST BASE 1. BELOW AND WITHIN 10' -0" OF THE EXISTING FOOTINGS SHALL BE DESIGNED DESIGNED TO RESIST AN ADDITIONAL LATERAL SURCHARGE LOAD RESULTING A FOUNDATION PRESSURE OF 5000 PSF. DEFLECTION SHALL BE LIMITED TO PROTECT THE EXISTING FACILITIES. 2. STRUCTURAL SHORING AT EAST BASE SHALL BE LEFT IN PLACE AND SHALL NOT INCLUDE TREATED OR UNTREATED WOOD. MOISTURE - PROOFING 1. APPLY MOISTURE - PROOFING COATING TO ALL CONCRETE WALLS BELOW GRADE. MOISTURE - PROOFING COATING SHALL BE AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. MANUFACTURER OF COATING MATERIAL SHALL CERTIFY SUITABILITY OF CONCRETE WALLS TO RECEIVE COATING NOT LESS THAN 72 HOURS PRIOR TO APPUCATION. COATING MATERIAL SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS IN HORIZ. & VERTICAL PASSES TO COVER AND AND SATURATE ALL CONCRETE WALL SURFACES EXPOSED TO SOIL. OTHER SURFACES ADJACENT TO CONCRETE SHALL BE PROTECTED TO COATING APPLICATION. 2. MOISTURE - PROOFING UNDERLAY SHALL BE PROVIDED AND INSTALLED UNDER CONCRETE SLAB IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. STRUCTURAL FILL 1. SOILS FOR STRUCTURAL FILL SHALL BE CLEAR, WELL GRADED GRANULAR SOILS. SITE MATERIALS MAY BE USED. FILL UNDER FOOTINGS AND SLAB ON GRADE SHALL BE COMPACTED TO A DENSITY EQUIVALENT TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DEFINED BY THE MODIFIED PROCTOR TEST ASTM D1557. FILL COMPACTION SHALL BE OBSERVED AND TESTED BY SOILS ENGINEER, PRIOR TO PLACEMENT OF FILLS, THE EXISTING GROUND SURFACE SHOULD BE STRIPPED OF ALL ORGANIC OR DELETERIOUS MATERIALS. THE EXPOSED SURFACE SHOULD BE PREROLLED WITH HEAVY COMPACTION EQUIPMENT TO LOCATE DRY SOFT OR WET AREAS WHICH SHOULD BE OVEREXCAVATED AND BACKFILLED WITH STRUCTURAL FILL. SOILS ENGINEER SHALL VERIFY SUBGRADE SUITABIUTY PRIOR TO PLACEMENT OF STRUCTURAL FILL. 7)o \-238 SITE LOCATION NO King County METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II STRUCTURAL NOTES RECEIVED Ciry OF NKI;'i� AUG i ° TT "7 RERAIR CENTER DATE 06/01/01 11878 - 0NO: SO 1 ABBREVIATIONS FRCS GA GALS =-CS CHVW - ABOVE AMERICAN ;='ON A N0 STEEL INSTITUTE ALUMINUM APPROXI ,ATE'_` - AMERICAN NANONAL STANDARDS INSTITUTE ASSEMBLY AMERICAN SOCIE ' FOR TESTING MATERIALS AVERAGE AMERICAN WELDING SOCIETY BOLT CIRCLE BUTTON HEAD, SCREW CONTROL AIR COLD DRAWN COMPLETE PENETRATION FAR SIDI FLAT BAR FLAT HEAD CAP SCREW GAUGE GALLONS GALLONS PER MINLTE HEX HEAD CAP SCREW HORSEPOWER HYDRAULIC POWER UNIT HYDRAULIC -URN Hs(FERALEi - SUPPLY 'RA L O , NCHES INSIDE DIAMETER MAX MUM MINIMUM MOTOR NTTONA_ E'_'JID POWER ASSOCIA0IUN NOT 'N CONTRACT NOMINAL ON CENTER SIDE DIAA4ERE = PROFESSIONAL ENGINEER TION TRAMMABLE LOCIC CONTROLLER PTOLNDS PER SQUARE INCH RrN REVOLCTI PER MINUTE :ANDESS SOCIETY T = AUTOMOTIVE ENGINEERS SCHEDULE SOCKET -_AD CAP SCREW s?AGEs SQUARE I;, LIAR WEIGHT POYETH -N= _ _JARSE Lei MX LEGEND HAMILTON ENGINEERING INC. 2108 S.W. 152nd Strae■ SEATTLE, WASHINGTON 98166 U.S.A. 10 11 GENERAL NOTES: 1. PROJECT SPECIFICATIONS MUST ACCOMPANY THESE DRAWINGS AND SHALL BE ADHERED TO. 2. DIMENSIONS IN INCHES UNLESS OTHERWITF NOTED. 3. BREAK ALL SHARP EDGES. 4. ALL MACHINED SURFACES TO BE 12 ✓ UNLESS NOTED. 5. GEOMETRIC TOLERANCE SHOWN PER ANSI Y14.5 LATEST EDITION. 6. WELD INSPECTION PER SPECIFICATIONS. 7. ALL MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS. 8. THE CONTRACTOR SHALL NOTIFY THE PROJECT REPRESENTATIVE OF ANY DISCREPANCIES IN DIMENSION SHOWN ON THE PLANS PRIOR TO THE COMMENCEMENT OF WORK. 9. INSTALL ALL BOLTS WITH BOSTIK NEVER SEEZ COMPOUND (OR APPROVED EQUAL). WHEN TORQUING BOLTS INSTALLED WITH NEVER SEEZ USE A TORQUE WRENCH THAT HAS BEEN CALIBRATED ON A DEVICE THAT INDICATES ACTUAL BOLT TENSION. NEVER SEEZ HAS A LOW COEFFICIENT OF FRICTION & CAN LEAD TO OVER TIGHTENING OF BOLTS. FOR THREADED HOLES THE INDICATED DEPTH IS TO BE THE DEPTH OF FULL AND COMPLETE THREADS. THREADED HOLES THAT DO NOT HAVE A DEPTH INDICATED ARE ASSUMED TO BE THROUGH. BOLT LENGTHS SHALL BE SELECTED SUCH THAT ALL THE THREAD DEPTH OF THROUGH TAPPED HOLES IS UTILIZED. BOLT LENGTHS FOR NON- THROUGH TAPPED HOLES SHALL BE SUCH THAT FULL BOLT STRENGTH CAN BE UTILIZED. 12. THE DRAWINGS AND /OR DOCUMENTS ARE FOR REFERENCE ONLY AND DO NOT CONSTITUTE AN ACTUAL RELEASE OF INFORMATION FOR CONSTRUCTION. USERS SHALL VERIFY ALL DIMENSIONS OF PICTORIAL REPRESENTATIONS WHEN DRAWINGS ARE TO BE USED TO DEVELOP SHOP DRAWINGS. IDENTIFIES SECTION OR VIEW BY ALPHA CHARACTER OR DETAIL OR ITEM BY NUMERIC CHARACTER. MX IDENTIFIES SHEET NUMBER IN WHICH SECTION, VIEW, DETAIL, OR :TEM IS TAKEN FROM. A DASH ( -) INDICATES ITEM IS TAKEN FROM AND SHOWN ON THE SAME SHEET. A BLANK INDICATES ITEM IS THE ROOT VIEW. FLAGS (TRIANGLES) AROUND NOTE M IMBERS REFER TO FLAGS ON THE FACE OF THE DRAWING. IDENTIFIES A SECTION OR VIEW AND IN WHICH DIRECTION. BUBBLES AROUND NUMBERS REFER TO ITEM NUMBERS IN THE PROJECT SPECIFICATIONS. DESIGNED: ART DRAWN: IJ CHECKED: PROJECT MANAGER: APPROVED: IBIS N0: WORK ROW., - 3. 4. 5. 6. NOTES FOR STEEL STRUCTURES: 2. DESIGN SPECIFICATIONS FOR THE STRUCTURES HEREIN ARE IN ACCORDANCE WITH THE UNIFORM BUILDING CODE, LATEST EDITION. EARTHQUAKE FORCE EQUIVALENT STATIC FORCE IN ZONE III. 3. ALL EXPOSED ENDS OF STRUCTURAL TUBES SHALL HAVE 1/8" COVER PLATES WITH SEAL WELDS THAT SHALL RENDER THE TUBES AIR TIGHT. 4. SHOP SPLICES OF MAJOR STRUCTURAL MEMBERS TO BE COMPLETE PENETRATION WELDS. OTHER COMPLETE PENETRATION WELDS SHALL BE AS MARKED ON DRAWINGS. 5. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWS D -1.1 "STRUCTURAL WELDING CODE" LATEST EDITION. WELDING ELECTRODE IS SPECIFIED BY CODE NUMBER E -60XX. SEE SPECIFICATIONS FOR MORE INFORMATION. 6. SKIP WELDS ARE NOT TO BE USED. PROJECT DESIGN CRITERIA: 1. 25,000 LB PER JACK LIFTING CAPACITY. 2. LIFTED MOMENT LOAD CAPACITY 33,000 FT -LB (25,000 LB AT 16 INCHES) 7. HYDRAULIC CYLINDER DESIGN IN COMPLIANCE WITH ASME BOILER & PRESSURE VESSEL CODE, SECTION VIII, DIVISION 1. GENERAL TOLERANCES: 1. TOLERANCE LISTED APPLY TO ALL SHEETS UNLESS OTHERWISE NOTED. 101 -235 SCALE NONE STEEL PORTIONS OF THIS STRUCTURE SHALL BE BUILT IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS. NOMINAL LIFTED HEIGHT OF 60 INCHES ABOVE FINISHED FLOOR. LIFT OR LOWER CYCLE WITH'N APPROXIMATELY 100 SECONDS. COMPLIANCE WITH THE AUTOMOTIVE LIFTING INSTITUTE (ALI) STANDARD FOR AUTOMOTIVE LIFTS - SAFETY REQUIREMENTS FOR CONSTRUCTION, TESTING AND VALIDATION (ANSI /ALI A_CTV 1998). GENERAL STRENGTH (SAFETY) FACTOR OF AT LEAST 3.5 TIMES MATERIAL ULTIMATE STRENGTH AND AT LEAST 2.5 TIMES MATERIAL YIELD STRENGTH. O.X = ± 0.06 O.XX = ± 0.03 D.XXX = ± 0.010 ANGLES = ± 1.0' ONE INCH AT FULL SIZE F ' IF NOT ONE INCH, SCALE ACCORDINGLY TOLERANCES Kini County METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 MECHANICAL t'FNFRA! NC)TF! RECEIVED CITY OF TUKIVlt.1 AUG 02 X PERMIT CENTER DATE: 6/1/01 1187B -G05 DRAWING NO M ®1 No GENERAL CONSTRUCTION NOTE CALLOUT xx x NOTE: ELECTRICAL TO BE REMOVED CONDUIT TAG' SEE SCHEDULE P = POWER. C = CONTROL REVISION BY APP'S ABBREVIATIONS AFF A, AMP AUX AWG CB CDR C CKT DEMO DISC EQUIP (E) GRSS HPU K'V KVA KVAR KW MAN N.O. N.C. NTS PNL REF TYP V Vac or VAC .v W/O XFMR XP DATE ABOVE FINISHED FLOOR AMPERE AUXILIARY AMERICAN WIRE GAUGE CIRCUIT BREAKER CONDUCTOR CONDUIT CIRCUIT DEMOLITION DISCONNECT EQUIPMENT EXISTING BOLD INDICATES DEMO, NEW EQUIPMENT OR A CHANGE TO EQUIPMENT GROUND GALVANIZED RIGID STEEL HYDRAULIC POWER UNIT KILOVOLTS KILOVOLT AMPERES (APPARENT POWER) KILOVARS (REACTIVE POWER) KILOWATTS (REAL POWER) MANUAL NORMALLY OPEN NORMALLY CLOSED NOT TO SCALE PANEL REFERENCE TYPICAL VOLTS VOLTS ALTERNATING CURRENT WITH WITHOUT TRANSFORMER EXPLOSION PROOF 18311 Bothell -Everett Hwy. Butte it 260 Bothell, WA 98012 (425)402 -9029 F89: (425) 483 -9989 www.ea -enymeeaey.rore 200/3 q POWER MOTOR DISCONNECT SWITCH (NUMBER INDICATES HORSEPOWER OR AMPERE RATING) MAGNETIC MOTOR STARTER 480Y/277V PANELBOARD J -BOX LIMIT SWITCH, FLOAT SWITCH OR SOLENOID VALVE EMERGENCY POWER OFF (EPO) SWITCH PENDANT INDICTING LIGHT, LETTER INDICATES: R KED, G- GREEN, A- AMBER, W- WHITE, B -BLUE CARTRIDGE FUSE AND FUSEHOLDER CIRCUIT BREAKER: 200A CURRENT SENSOR OR TRIP SETTING, 3 POLE SHOWN TRANSFORMER GROUND CONNECTION CONDUCTORS NOT CONNECTED CONDUCTORS CONNECTED EXPOSED CONDUIT CONCEALED CONDUIT, FLOOR OR WALL CONCEALED CONDUIT, CEILING CONDUIT BENT UP OR TOWARD CONDUIT BENT DOWN OR AWAY I P100 f RECEWAY IDENTIFIER EXPLOSION PROOF COUPLING HOMERUN; INDICATING 3 #12AWG AND 1 012 AWG GROUND CONDUCTOR REF. CONDUIT SCHEDULE. FLEX CORD E %PIKES 2/10/03 DESIGNED: RF DRAWN: RSM CHECKED: RE RECOMMENDED: PROJECT MANAGER: SE APPROVED: SE IBIS NO RK REQUEST: CONTRACT N0: Ci3oo SCALE: NONE R1 1CR F 1CR 610 1-Z38 ONE INCH AT FULL SIZE H 1 " 4 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: CONTROLS FLOAT SWITCH, N.O. SHOWN. CONTACT CLOSES ON RISING LEVEL AT PRESET VALUE. RELAY AND DEVICE CONTACTS LETTERS & NUMBERS DESIGNATE DEVICE CONTROL DEVICE, LETTER INDICATES: CR- CONTROL RELAY, TR -TIME DELAY RELAY, CC- CLOSING COIL, TM- TIMER, TC -TRIP COIL. NUMBER IDENTIFIES RELAY NORMALLY OPEN WHICH CLOSES ON COIL ENERGIZATION NORMALLY CLOSED WHICH OPENS ON COIL ENERGIZATION SV- SOLENOID VALVE King County Department of METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 ELECTRICAL LEGEND REC'ch'ED urr o- nixwit, AUG 0 0 2001 'ERMIT CENTER DATE: 06/01/01 1187B -E01 DRAWING NO: EO1 SHEET NO: OF A AC ALM AM AMB AMP AUX AWG B BLK BLU BRKR BRN AMPERES) AMBER ALTERNATING CURRENT ALARM AMMETER AMBER AMPERES) AUXILIARY AMERICAN WIRE GAGE BLUE BLACK BLUE BREAKER BROWN ELECTRICAL ABBREVIATIONS C GB CC CET Cb GTE CP R- CR CS CTL CTLR CU CONTACTOR - CLEAR (COLOR) - CIRCUIT BREAKER - CONTROL CABiNL- - CIRCUIT - CENTERLINE CLEAR C'ENTROL PANEL - CONTROL POWER TRANSFORMER - CONTROL RELAY - CONTROL STATION - CONTROL - CONTRULLER - CO'PPE'R DISC - DISCONNECT' R.V TCH DN - D EMT - __L L RT _ METAL TEEN. EC _EC _ ELEV - ELE`.;AT'CN EUERG- EMERGENT - EXPLOS'.CE. EWE - NL' - RGU' MCv - HORSEPOWER Hz - HERTZ N NC NCHO NCTO NEUT NO NOHC NOTC NP NTS P PB PBS PH PL PNL PS PTT PWR OTY R RGS REV RNG SHLD S SSP SST =.P SV T TEMP TERM -P IR TS VAC VDC yid VVHT w KFMR - NEUTRAL CONDUCTOR - NORMALLY CLOSED - NORMALLY CLOSED HELD CPEN - NORMALLY CLOSED TIMED OPEN - NEUTRAL CONDUCTOR - NORMALLY OPEN - NORMALLY OPEN HELD CLOSED - NORMALLY OPEN TIMED CLOSED - NAMEPLATE - NOT TO SCALE - PANEL. PUSH BUTTON STATION - POLE (# OF CONTACTS) - PUSH BUTTON - PUSH BUTTON STATION - PHASE - PILOT LIGHT - PANEL - PRESSURE SWITCH - PUSH -TO -TEST (PILOT LIGHT) - POWER - QUANTITY - RED - REVERSE - RIGID GALVENIZED STEEL (CONDUIT) - REVERSE - RUNNING - SHIELDED WIRE - SELECTOR SWITCH - SURGE SUPPESSOR - STAINLESS STEEL - SPARE - SOLENOID VALVE - TRANSFORMER - TERMINAL BLOCK - TEMPERATURE - TERMINAL - TEST POINT - TIME DELAY RELAY - EL PERAT'UFE SWITCH - VOLT. VOLTAGE - VOLTAGE AL ERNATiN'O. CURF - VOLTAGE DIRECT CURRENT - WATT, WHITE - WHITE - WATERTIGHT - YELLOW T EL YELLOW - TRANSFORMER - EXPLOS,ON PROOF - EP ITEM C_,_F SUFFIR HAMILTON ENGINEERING INC. 2108 S.W. 152nd Street SEATTLE, WASHINGTON 98166 U.S.A. ELECTRICAL NOTES j 1 > COMPONENTS ATTACHED TO ENCLOSURE BACK PANELS SHALL BE SECURED WITH MACHINE SCREWS IN DRILLED AND TAPPED HOLES. SHEET METAL SCREWS ARE NOT ALLOWED. -> ALL MOTOR CONTROL WIRING BETWEEN INTERNALLY MOUNTED COMPONENTS SHALL BE COLOR CODED. POWER, CONTROL, AND INSTRUMENTATION CIRCUIT CONDUCTORS SHALL RE BUNDLED SEPARATELY FROM EACH OTHER. SEPARATE COLORS SHALL BE UTILIZED FOR EACH TYPE OF CIRCUIT. ALL WIRING SHALL BE NEATLY TIED IN POSITION WITH NYLON WIRES CABLE TIES OR CONTAINED IN A COVERED WIREWAY. HALL WIRING THAT CROSSES OVER HINGES SHALL BE INSTALLED IN A MANNER TO PREVENT CHAFING. BUNDLES OF SIMILAR CONDUCTORS SHALL BE SECURELY ATTACHED TO THE DOOR AND BACK PANEL, AND THE BUNDLES SHALL RUN PARALLEL TO THE HINGE FOR AT LEAST 12 INCHES. SPIRAL NYLON CABLE WRAP SHALL BE PROVIDED IN THE HINGE SECTION OF THE BUNDLE TO FULLY PROTECT THE CONDUCTORS FROM CHAFING. 1 EACH WIRE AT EACH TERMINATION SHALL BE IDENTIFIED BY THE "WIRE NUMBER" SHOWN ON THE SCHEMATIC AND MARKED ON A SLEEVE OR "FLOATER ". EACH SLEEVE OR "FLOATER" SHALL BE MACHINE TRINTED USING INDELIBLE MEANS. HAND LETTERING IS NOT ALLOWED. 5 > ENCLOSURES CONTAINING ELECTRICAL COMPONENTS OTHER THAN TERMINAL BLOCKS SHALL VACUUMED AND WIPED, NOT BLOWN, CLEAN. 6 > SEE THE COMPONENT TABULATION ON C102 AND C103 TO DETERMINE THE PLACEMENT OF THE OPERATOR CONTROL DEVICES AND VARISTORS. r SEE THE SPECIFICATIONS FOR ITEMS INDICATED BY A BUBBLED ITEM CODE. 8. ALL AREAS BELOW FLOOR LEVEL ARE CLASSIFIED AS A "CLASS 1, DIVISION 1, GROUP D" HAZARDOUS ATMOSPHERE COMPONENTS, FITTINGS, AND DEVICES INSTALLED IN THESE AREAS SHALL BE RATED FOR USE IN THIS ENVIRONMENT. 9. SEE C101, C102, AND C103 FOR USAGE. DRAWING LIST DWG TITLE CO1 C101 C102 C103 GENERAL NOTES CONTROLS SCHEMATIC CONTROL CABINET CONTROL STATIONS ELECTRICAL CONTROL SYMBOLS V �i✓J CONTROL POWER TRANSFORMER a -HI II-- —0 O- 01 FUSE CIRCUIT BREAKER COIL, RELAY OR CONTACTOR RELAY CONTACT, NORMALLY OPEN RELAY CONTACT, NORMALLY CLOSED -0 0— \f/ --0 O$ -3E-0 O-X- --0 1 —O O— �o— PSI MA L1I p COI -Z38 gTh DESIGNED: JGM DRAWN: JGM CHECKED: PROJECT MANAGER: APPROVED: IBIS NO: WORK REQUEST: - SCALE: NONE ONE INCH AT FULL SIZE 1 . IF NOT ONE INCH, SCALE ACCORDINGLY ELECTRICAL CONTROL SYMBOLS King County TIMED CONTACT, NORMALLY CLOSED, TIMED OPEN (ON DELAY) TIMED CONTACT, NORMALLY CLOSED, TIMED CLOSE (OFF DELAY) TIMED CONTACT, NORMALLY OPEN, TIMED CLOSE (ON DELAY) TIMED CONTACT, NORMALLY OPEN, TIMED OPEN (OFF DELAY) THERMAL OVERLOAD PILOT LIGHT, LENS COLOR SHOWN IN CENTER OF DEVICE PUSHBUTTON, NORMALLY CLOSED, MAINTAINED CONTACT, MUSHROOM HEAD OPERATOR SELECTOR SWITCH, 2 POSITION MAINTAINED NORMALLY CLOSED (ARROW DENOTES POSITION) SELECTOR SWITCH, 2 POSITION, MAINTAINED, NORMALLY OPEN (ARROW DENOTES POSITION) SELECTOR SWITCH, 3 POSITION, MAINTAINED, (LEFT (X) = CLOSED, CENTER = OPEN, RIGHT (0) = OPEN) SELECTOR SWITCH, 3 POSITION, SPRING RETURN TO LEFT POSITION PUSHBUTTON, NORMALLY CLOSED PUSHBUTTON, NORMALLY OPEN LEVEL SWITCH, NORMALLY CLOSED LEVEL SWITCH, NORMALLY OPEN TEMPERATURE SWITCH, NORMALLY CLOSED, OPENS ON RISING TEMPERATURE TEMPERATURE SWITCH, NORMALLY OPEN, CLOSES ON RISING TEMPERATURE PRESSURE SWITCH, VACUUM SWITCH, NORMALLY CLOSED, OPENS ON RISING PRESSURE OR ON RISING VACUUM PRESSURE SWITCH, VACUUM SWITCH, NORMALLY OPEN, CLOSES ON RISING PRESSURE OR ON RISING VACUUM SPECIAL DEVICE, WITH DEFINED INPUT /OUTPUT RANGE, (MAY BE ACCOMPANIED BY DESCRIPTION) GROUND, EARTH, FRAME, OR CHASSIS DEVICE CONNECTION POINT, USUALLY ACCOMPANIED B? A TERMINAL IDENTIFIER DEVICE CONNECTION POINT TERMINAL BLOCK CONNECTION POINT SHIELDED WIRE ( PAIR SHOWN) MAY BE GROUNDED OR FLOATING (SHOWN) LINE CONTINUES ELSEWHERE LINES (WIRES) CROSSING LINES (WIRES) CONNECTED 0 O CONDUIT (TURNING) UP CONDUIT (TURNING) DOWN SURGE SUPPRESSER METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 ELECTRICAL CONTROL CFNFRAI NOTES RECEIVED CIN OF TUKWI(.y RUG 0 2 2ooi DATE: 6/1/01 1187B -001 DRAWING NO: col �tnhtL..�.•'�S 10 -9 M e 75 ,64D e: .=:° coxra��''s� +y .cc.�: z ?C. �c cF r ✓� REVISION C =0 SEE NOTES 5 t 7,74- BY APP'D DATE -i- Gy; f \ I G.0 f 37= .- n X. c E6 - . 4 20 5E0722 t9, 5/4 27 7717. ,4UJ1.4.Gr-NZ' 2 r ., 4Fi0 $. 7✓a'76f , r. 7. 1 7 63 ` ,a7 Or . "2.7 .75.= . GAFF :2 RETRO au..u RENT SYMON DS 1601 Second Avenue. Suite 1000 Seattle. Washington 98101-1541 OIPIRFS 06/23/03 H 20 20 0" 7 (0 =0 ° 1 j 2014 !r' ON CTE RECOMMENDED: 164 7' MORK REQUEST: CONTRACT NO: r 13 007 f' X E - 4 a 205/44(2 ?/E ?tEY PLAA.' SHE LOCATION No: 1T3° Y5 Bi 3 a 7 FOUNDATION PLAN - PART 2 1.12295 is 1)0 1f-- 2. Ding County Department of NOTES: 1. SAW CUT CONCRETE SLAB AT THE LIMITS SHOWN AND REMOVE SLAB, LIFT EQUIPMENT AND PITS ENCLOSED BY THE HIGHLIGHTED PERIMETER. SOME ADDITIONAL CONCRETE REMOVAL OUTSIDE THE HIGHLIGHTED PERIMETER MAY BE REQUIRED TO ACCESS AND REMOVE ALL OF THE CABLES, CONDUITS OR OTHER ITEMS SHOWN ON THE MECHANICAL DRAWINGS FOR REMOVAL AND DEMOLITION. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE, VERIFY IN FIELD AND ESTABLISH THE REQUIRED EXTENT OF CONCRETE REMOVAL TO ACCESS AND REMOVE ALL OF THE ITEMS SHOWN ON THE MECHANICAL DRAWINGS. 2. CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID CUTTING GRADE BEAMS AND OR FOOTINGS. 3. ONLY A FEW SELECTED DRAWINGS FROM THE PLANS OF ORIGINAL CONSTRUCTION AND SUBSEQUENT MODIFICAITONS ARE INCLUDED HERE TO PROVIDE SOME INFORMATION ON EXISTING CONDITIONS. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR REFERRING TO THE FULL SET OF EXISTING DRAWINGS AND ALSO VERIFYING IN FIELD ACTUAL EXISTING CONDITIONS AT THE PROJECT SITE. ONE INCH AT FULL SIZE 1' I I IF NOT ONE INCH, SCALE ACCORDINGLY METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II COMPONENT SUPPLY CENTER DEMOLITION PLAN RECEIVED GIN 0� TUn"W1L4 AUG 0 '' 20n PERMIT CENTER DATE 6/1/01 DRAWING NO: SD31 SHEET NO: OF No. $/M HMO P o' 20 -0" /Z /P GONG. /8 . 9 . ALTERNATE POURS Q/ , ? E POUR Q M/.✓. , 24 s/RS. AFTER POUR I Q/ OR AO✓ACENT POUR. --/ r 1 Ft 6RADE BE4M I I • i },5 0'1 TvR I © �I � 6=/• fTrp) 20' - 0' 20 =0 /DLO• 4L4 12 ° CM / ORL£ WALLS 44 8, 24" — VERt y000IZ. Pf IDE OPENIN G$ .� FOR DUCTS. aDDR Rem,. SEE 050 2 -NT IN. 80NO 'r OEM AeOvE THE L6" REINA: 4. Trp f GRADE ZO -O" 20 =0 0' ICNU / `I n 0 r I \ GRADE BEAM /2'CM CONTROL JO,NT5 AT LETTERED 48/0 L /4/15 AND AS /NOK.'ATED AA/ACENT (5 =O1 To RWNC4T /1■V BEAMS TRICKENED SLAB (T✓P } ^�. e3'(re8)=--, $< f - 8 /0' (T) 57AGGE/! 88' /2'0 L� 2" 15 /41/248 E P..C. PANEL 7 REFERENCE AWINGS i.' 2' 7/4 DETAIL 5/1 S/O REVISION S 52.48 a' (5) C� -- ISION /Z'REINF. 524G MILL W/lN CONCRETE (CLASS A) AFTER DROP TABLE JACKS ARE INSTALLED (TYE AT 4 PLACES) WATCALL NEW CLWC. /N P /T5 A5 PER SPEC. 55CT107/ 07 /A?. BY APP'D DATE sCAL - .! 0 s FNR AS ��>• re NOTED S. P 9a2-77 E. P. . -n u,un E. L. T " T7 rg 1601 Second Avenue, Suite 1000 Seattle, Wash :ngton 98101 -1541 6PC PANEL \--PROV /DE 3 MAY.(UAR /E5) CONCRETE TOPPING AFTER JACK SUPPORT CNANNELS ARE /N PLACE. SLOPE TOPPING TO DRAIN(TTR A7 3 PLACES) iLl Nz o" I '"54/2'' (B) ®_ gir■■.1. T-- 1G� /2(T) 1. 8 "G /PSLAB lli e 41 1 ,18/2 SYMON DS DETAIL MJN:CIPAL/TT OF YETNGPOLRAN SEATTLE /2't• 48/2" CB) 5/2 LON ROOF FRAMING PLANS AT ELEVATION 24.83 LS dak IZZY )i 4 EXCEPT AS NOTED. FIN. 47 /4/ ELJ=V - 5/2 MUNICIPALITY OF METROPOLITAN SEATTLE FOP FOUNDATI0415 440 8775 5EE 8 CONTRACT, S.YT 52 5/170 5 9 DE LEUW, CATHER 8 COMPANY SIMILA DETA /L (E / =I=0' kSs/ 'HS CONSTRUCTED" DATE. HAY - 1980 METRO MAINTENANCE CENTER cx 85 185..45CE • GUIDE R455. ao °r te. a SL6 Fan/RE EXTENSION (TVA — ! KEY PLAN — GROUND FLOOR FRAMING PLAN 112175 DESIGNED: MS DRAWN: RSS CHECKED: GHL RECOMMENDED: PROJECT MANAGER APPROVED: IBIS NO: WORK REQUEST: CONTRACT NO: (' I 3 OT7 -7('. g \ -- 1 12'LMU 4 DOWN (TVA) NOTE, FOUNOAT /ON AND PIT OESIBN 0W39. 5 -2 THRU 5-9 ARE 41404055 PRON METRO_ 447 -6645. SCALE: TO SCALE ONE INCH AT FULL SIZE I 1• 1 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: 6 C_ PANEL /2'C' ho CONC_ iv NORTHWEST SEGMENT 477 =0 TO 25 5 /M /LAR SIMILAR 'FUTURE £07EAS44 'Oro /4 .NAY_ 25=D' 0 T 4f1 -15 SG■ Wang County Department of .NnT !iL a 137 NOTE: ONLY A FEW SELECTED DRAWINGS FROM THE PLANS OF ORIGINAL CONSTRUCTION AND SUBSEQUENT MODIFICATIONS ARE INCLUDED HERE TO PROVIDE SOME INFORMATION ON EXISTING CONDITIONS. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR REFERRING TO THE FULL SET OF EXISTING DRAWINGS AND ALSO VERIFYING IN FIELD ACTUAL EXISTING CONDITIONS AT THE PROJECT SITE. 3)o l RECEIVED CITY OF TLKN'IiA AUG rl 2 _.,n1 FOR INFORMATION ONLY /N/-7 METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II COMPONENT SUPPLY CENTER DEMOLITION REFERENCE nRA►A /IkI` 1 DATE: 6/1/01 DRAWING NO: SD32 SHEET NO: OF 111 i n 0 E1.1750 (7Y?? UNLESS NOTED HP/O S7 (TYR , I3'AT UNEZ SECT / ON SECT /ON (G ) SECT /ON \4_11,54-55 ,£EDT /ON SLS3.54 7' (/ : AT LINE 2 el I 1 ATLINE 4/44'P 1 I G DOWELS ,pL'O,C. (TYP.) I I 2' I 4'O' I I SEE DET. 7 TIb F S N.57 1 I I A ggq T SSS / ONEADDl7 /OVAL I I c "� -I— 6TC PANED - \ hi I SECTION QOAL 1 /YCNU FCRSECT- 7 (At,' ' I B'CMU FOR SECT 8 (Ni6) — I — i :. /DOWEL5.2L•OCFOPSECT I . SDOWELS62s'0C. FO#SKZ 8 zi- 1 / /Cr I SECT /ON 52, S3,54 �S5JS2,53. S4 �MIG R nALT OF EIETOOPOUTAN SEATTLE SECT /ON GRADE BEAN ` GRADE BEAM 52, S3.54 L55 /54.55 •55/2'O.C- MUNICIPALITY OF METROPOLITAN SEATTLE 0 6R /D (NPi 'E GRADE BEAM 4 6'1 7 AT L/NES /5, /8 f M E f j 6' S AT LINES 22,25,0 6' CPANEL �j I 1�1 OE LEUW, CATMER i CORWANY SECTION SEE PLAN FOR A.O. SECTION AS CONSTRUCTED° aan / 26 - 74 - METRO MAINTENANCE CENTER 8 UNIT REPAIR FACILITY SECTIONS BK BEYONp r � 1---1/4--, I � I � t FOR AVALSER OF PILES SEE SRT. 55,53(54 - 52,53,54, 65 SECTION •7 DOWELS 574 O.C. S2, 53.S4 FUTURE E.YTENS /ON, CNIP -OFF CONE E BUTT (WELD NEW BARS (N. s c) T 1 5 S 8 11 ,.., 6 I 12 I No. REVISION BY IAPP'DI DATE SYMON DS 1601 Second Avenue, Suite 1000 Seattle. Washington 98101-1541 DESIGNED: MS RSS CHECKED: GI PROJECT MANAGER: APPROVED: IBIS NO: WANK MEESE SCALE NOT TO SCALE ONE INCH AT FULL SIZE 1 1' 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II DATE: 6/1/01 COMPONENT SUPPLY CENTER DRAWING NO: DEMOLITION REFERENCE SD33 RECOMMENDED: CONTRACT NO: 12 nn - 7n SITE LOCATION NO: Department of .1)0 I r2 38 NOTE: ONLY A FEW SELECTED DRAWINGS FROM THE PLANS OF ORIGINAL CONSTRUCTION AND SUBSEQUENT MODIFICAITONS ARE INCLUDED HERE TO PROVIDE SOME INFORMATION ON EXISTING CONDITIONS. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR REFERRING TO THE FULL SET OF EXISTING DRAWINGS AND ALSO VERIFYING IN FIELD ACTUAL EXISTING CONDITIONS AT THE PROJECT SITE. FOR INFORMATION ONIPAm, AUG 000 01 II1DA\At1Alf PERMIT CENTER SHEET NO: OF tiAlmmumeamas E1.1750 (7Y?? UNLESS NOTED HP/O S7 (TYR , I3'AT UNEZ SECT / ON SECT /ON (G ) SECT /ON \4_11,54-55 ,£EDT /ON SLS3.54 7' (/ : AT LINE 2 el I 1 ATLINE 4/44'P 1 I G DOWELS ,pL'O,C. (TYP.) I I 2' I 4'O' I I SEE DET. 7 TIb F S N.57 1 I I A ggq T SSS / ONEADDl7 /OVAL I I c "� -I— 6TC PANED - \ hi I SECTION QOAL 1 /YCNU FCRSECT- 7 (At,' ' I B'CMU FOR SECT 8 (Ni6) — I — i :. /DOWEL5.2L•OCFOPSECT I . SDOWELS62s'0C. FO#SKZ 8 zi- 1 / /Cr I SECT /ON 52, S3,54 �S5JS2,53. S4 �MIG R nALT OF EIETOOPOUTAN SEATTLE SECT /ON GRADE BEAN ` GRADE BEAM 52, S3.54 L55 /54.55 •55/2'O.C- MUNICIPALITY OF METROPOLITAN SEATTLE 0 6R /D (NPi 'E GRADE BEAM 4 6'1 7 AT L/NES /5, /8 f M E f j 6' S AT LINES 22,25,0 6' CPANEL �j I 1�1 OE LEUW, CATMER i CORWANY SECTION SEE PLAN FOR A.O. SECTION AS CONSTRUCTED° aan / 26 - 74 - METRO MAINTENANCE CENTER 8 UNIT REPAIR FACILITY SECTIONS BK BEYONp r � 1---1/4--, I � I � t FOR AVALSER OF PILES SEE SRT. 55,53(54 - 52,53,54, 65 SECTION •7 DOWELS 574 O.C. S2, 53.S4 FUTURE E.YTENS /ON, CNIP -OFF CONE E BUTT (WELD NEW BARS (N. s c) T 1 5 S 8 11 ,.., 6 I 12 I No. REVISION BY IAPP'DI DATE SYMON DS 1601 Second Avenue, Suite 1000 Seattle. Washington 98101-1541 DESIGNED: MS RSS CHECKED: GI PROJECT MANAGER: APPROVED: IBIS NO: WANK MEESE SCALE NOT TO SCALE ONE INCH AT FULL SIZE 1 1' 1 IF NOT ONE INCH, SCALE ACCORDINGLY King County METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II DATE: 6/1/01 COMPONENT SUPPLY CENTER DRAWING NO: DEMOLITION REFERENCE SD33 RECOMMENDED: CONTRACT NO: 12 nn - 7n SITE LOCATION NO: Department of .1)0 I r2 38 NOTE: ONLY A FEW SELECTED DRAWINGS FROM THE PLANS OF ORIGINAL CONSTRUCTION AND SUBSEQUENT MODIFICAITONS ARE INCLUDED HERE TO PROVIDE SOME INFORMATION ON EXISTING CONDITIONS. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR REFERRING TO THE FULL SET OF EXISTING DRAWINGS AND ALSO VERIFYING IN FIELD ACTUAL EXISTING CONDITIONS AT THE PROJECT SITE. FOR INFORMATION ONIPAm, AUG 000 01 II1DA\At1Alf PERMIT CENTER SHEET NO: OF 1 8 , 1 1 4 ' ` CDHCRETE PAD (TYP) SEE SET B, TN /5 51/1 No. 3YTYR) L /¢x /axiSCOp/p )4� 7YP 6 "SLAB / RE /NF BARS r 4 5/2'D,c. REFER NC W ,NOTE' SLO - /1X11 UN0E5 555/151555 70 5L055 ORA/NS 22 - 6 " i! DETA IL SECT /ON Z TYP, 5/2 512 4-co HOT D/P SALV. ANCHOR 50L7 / =2' EONS / /NCL. 2'HK) Ov 4 044. BOLT SLOPE c/'ecce _ rt ccuvOU/T FO LINDA 7 /ON FOR PATHWAY L/61-173 DETA /L D /".., /LO' E/ plcWnNouS REVISION 4 - (0" ,P . r- 1154550 5090E PEW !MIS L'' -IO" • � ^THICKENED SLAB I TYPICAL AROUND STEEL GRAD/AC, / x4 BEAR625 BAYS E /a a. G yvw?H A c/o/f BARS @ 4'O. C. 54,40 ALL EDSES OIESCRJ /2'14941—, 1111110111M10 / l i 1 VSAS Eft' l FoRcoa5DAT /ON SEE $- CONTRACT SHEETS 52 THRo 59 (TYP) .44/2 £ 15 DETAIL SC BY APP DATE 4 -14 Ties 63' FOR /= 3"M /6NPADS. / - s4 T/E FoA 3"X16,; 5.405 L /6117 POLE FY7UNOAT /G.v - 40' POLE 2 AMD AS � O ,an MD7ED _ E - 9 - n � 6P 9 - 1577 DA f D... 9 nr 4 ew.1.1 9-/1.7/ ©E 55/V. ST0GL GRAT/A/OS, 4'5(.5" BCAR/NST EARS / NITN Ag fa CR055 BARS 54'O.L BAND ALL /06/5 - '1 G L „ /SCOPE TO DRA/N 5 ¢ 3 %3G 3 ' NELOEO FRAM COPING SEC r /ON 0 s9D re: '8Eib2 .17. 46` f 8 -1 8 " •51.°/2" J DETAIL 0 540 seers - SHIM AS AECFSSA?Y /^...5(TO7. 4 PER /5 awc.. PAD) EL. /850 05 /760 0 65/2' °816/2' SECrIO/V f\ Pe /10" Ci S4 1 1601 Second Avenue. Suite 1000 Seattle. Washington 98101-1541 L3 " X3"r'g" SYMO N DS L/6HT POLE FOUNOA71ON - 85' POLE 40 E ,407E A : CGALV- GHAT /5151: RV-WELD '�A-W -4 WITH / "x /S" BFG BAR5 OR EQUAL SECT /ON 0E7.4 / L.- 3 "= / /S- 0 /01551141/7 5.140/10 4 S5 /R4L 4 3/4"5//1/1 ¢ -2¢ ANCHOR 80175 3 LON5 (1,411. 6'NK) ON 24' O/A. BOLT G /ROLE SLOPE TO DRAIN ! 54SE 75 / "X243.4 "(3Y OTHERS) LEVEL[ /MG Nuns /16/5,4150 GRggE MUNICIPALITY OF METROPOLITAN SEATTLE FILLED WITH SAND AFTER PIPE WAS - W5TALLED # TEITED FOR DROP TABLE P /TS /- HS 7051655 EA- SIDE OF CYL. SE C T/ON /L8 'A4/N. FLOOR CHASE D /L /" - /LO` • 3/0.5114505 METRO 3 - o'5L +) 4-0 61n) ;AZT I L^_ SLAB 2155115. MAINTENANCE DESIGNED: ASS DRAWN: RSS CHECKED: GHL RECOMMENDED: Cs.fT -/N -PLACE Cove. C4MER N /2 /w//z i 5414 I_ SHTJ. AA...45 t' 54 6 PLAN - ,221va ON TYPE NO /5 7 TOP #BOZ, SEAS ,061MF , EA. SIDE 4Kt7L /NOER /1OTE5: 3 E /`0 FAY BASALT D/4. (9) 350'/55 5 /Lisieme 4 556957 13174 eLary MUNICIPALITY OF DE IEUM, GATHER & COMPANY -15 `!Y METROPOLITAN SEATTLE ��'��° �w� °° M ISCELLANEOUS SECTIONS & DETAILS QCF� — V 6 eF 137 CENTER APPROVED: IBIS NO: 5567 /ON / =0`514 (+_ 1 540 5/48 RENO. + SU E /2" 8 - s '8 EQUALLY 5RACE0 3 SAN. Fa.L 3 77,5(2/2 FRACTURED ROCK /A80vF 23017D4 Di Gr/ /HOER 616506),7YP Fa427/15 D Rac6 1 ( BELOW 80770.4.0, GYL /NDEQ 01545) NOTE: 715E STRLCTaPAG DETAILS FOR EQUIPMENT ARE Foe /WE SPECIFIED EQUIPMEN, THE COST 0045/ CNA76ES DUE 70 SUBST/TUT(OHS C M00 /A /5AT/0 0 'SR THE Co5✓EN/ENCE OF THE COHTRAC7OR OR THE SuPPL /ER 5174/5 BE AT 2 CO57600(0R5 ExPENSE. PROJECT MANAGER: WORK REQUEST. CONTRACT NO C130o "AS CONSTRUCTED" DATE I 244 SCALE: NOT TO SCALE ONE INCH AT FULL SIZE 1• IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO King County Department of Tra050250 NOTE: ONLY A FEW SELECTED DRAWINGS FROM THE PLANS OF ORIGINAL CONSTRUCTION AND SUBSEQUENT MODIFICAITONS ARE INCLUDED HERE TO PROVIDE SOME INFORMATION ON EXISTING CONDITIONS. CONTRACTOR SHALL STILL BE RESPONSIBLE FOR REFERRING TO THE FULL SET OF EXISTING DRAWINGS AND ALSO VERIFYING IN FIELD ACTUAL EXISTING CONDITIONS AT THE PROJECT SITE. FOR INFORMATION OVEALA AUG 0 2 2001 PERMIT CENTER METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II COMPONENT SUPPLY CENTER DEMOLITION REFERENCE nPMAnnlr_ -� DATE: 6/1/01 DRAWING NO: SD34 SHEET N0: OF IG I 1/4 "x1" FORMED JOINT FILL W/ SEALANT 2" +/- SAWCUT JOINT — (AS REQUIRED) �• EXISTING VAPOR BARRIER EXISTING /NEW SLAB JOINT DETAIL SCALE: 1 1/2"=1'-0" REVISION 4 FLOOR HARDENER, THICKEN TO 1" AT JOINT. #4 ©12" EW AT MID DEPTH OF SLAB #4x2'- 6 " ©18 ", DRILL & EPDXY GROUT INTO EXISTING CONC. 2" SAND OVER 6 MIL BLACK POLYETHYLENE SHEETING VAPOR BARRIER, TYP. BY APP ° D DATE CONCRETE PIT BELOW, TYP. SEE DETAIL 4 AND NOTE 1 TYP 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 1TRU TURRI 11 jl .I I ' _ - 7 1'4 I -_ I - - - --J -� I EXPIRES 06/23/03 SEE ETAIL 4 AND OTE 1 TYP MANN LE TYP - - L - - _ 1 I SEALANT BODY SHOF • 0 • NEW CON PLAN SCALE: 1/8"=1'-0" O d •e TRUCTION �— 6" PVC WATERSTOP SLAB CONSTRUCTION JOINT DETAIL SCALE: 1 1/2"=1'-0" SEE 4 -JACK PLATFORM SUPPORT PLAN S101 SEE DETAIL AND NOTE 1 TYP SYMONDS EXIS H ri TING - - STRIJC - TOE 11 I HPU BASE SEE DETAIL Z o, MS - Lw CD 0 Z D _ En X Et W F N z 0 O 0 Cr CT I U) z 0 0 � W I 1111 5107 I DESIGNED: PROJECT MANAGEfl; DRAWN: APPROVED: KMH CHECKED: IBIS N0: GHL eose RED ESC - RECOMMENDED: CONTRACT NO: /' 12nn7, Y v - - I I I I - - - -- �,I- -J � -- - I P - - - -- r - I I - NOTES 1. APPLY EPDXY BONDING COMPOUND TO EXISTING CONCRETE SURFACE PRIOR TO POURING NEW CONCRETE AGAINST IT. 2. NEW SLAB CONSTRUCTION & CONTROL JOINTS SHALL BE ALIGNED WITH EXISTING SLAB CONSTRUCTION /CONTROL JOINTS UNLESS NOTED OTHERWISE. 3. SEE MECHANICAL DRAWINGS FOR LOCATIONS OF CENTERLINES OF JACKS AND LOCATIONS OF HPU'S. . -z 38 SCALE: AS NOTED ONE INCH AT FULL SIZE I 1 " I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County Department of METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II COMPONENT SUPPLY PARTIAL FLOOR PLAN PERMIT CENTER DATE 06/01/01 1187B- DRAWING NO: S31 SHEET NG:, cn a TOP OF FRACTURED ROCK. ROCK TYPE AND ELEVATION VARIES EC L PLAN SCALE: 1/4"= 1 ' -O" TOP OF FOUNDATION SLAB SECTION SCALE: 1/2"=1'-0" K 4 532 { a I FOR SLOPING GROUT FINISHED SURFACE, SEE DWGS S103 & S104 PIT FOUNDATION TYPICAL PIT FOUNDATION SEE NOTE 2 FOR DEEP FOUNDATION SLAB - r -) SYMONDS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 "V CONCRETE PIT (TYP). NOTES: MOISTURE PROOFING SEE NOTE ON DWG S01, (TYP) COMPACTED BACKFILL SEE NOTE ON STRUCTURAL FILL ON DWG S01, (TYP) - WATERTIGHT SHORING - SEE GENERAL NOTES ON DWG. S01. BOTTOM OF FOUNDATION SLAB 1. BOTTOM OF FOUNDATION SLAB SHALL BE SET A MINIMUM OF 3 FT. BELOW TOP OF FRACTURED ROCK OF SILTSTONE AND SANDSTONE, AND A MINIMUM 1 FT. BELOW TOP OF FRACTURED ROCK OF BASALT. 2. FOUNDATION SLABS DEEPER THAN 2 FT. BECAUSE OF ROCK ELEVATIONS SHALL HAVE VERTICAL WALL REINFORCING EXTENDED TO BOTTOM OF SLAB. ALL OTHER REINFORCING STEEL SHALL BE AS SHOWN ON DWG S103. MS DRAWL KMH CHECKED: GHL RECOMMENDED: APPROVED: IBIS NO: MANAGER: REQUEST: — CONTRACT NO O Z N L1 L SCALE: AS NOTED ONE INCH AT FULL SIZE I 1 I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: TOP OF FOUNDATION SLAB 8 PIT FOUNDATION SECTION SCALE: 1/4"=1'-0" King County Department of J SEE NOTE 2 FOR DEEP FOUNDATION SLAB l -J La O Z W U1 4w O Z w �• UT METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II COMPONENT SUPPLY FOUNDATION PLAN FOR SLOPING GROUT FINISHED SURFACE, SEE DWGS S103 & S104 TOP OF FRACTURED ROCK. ROCK TYPE AND ELEVATION VARIES RECENED Cll'V OF TUKWILA AUG n ?nnt PERMIT CENTER DATE: 06/01/01 1187B- DRAWING NO: S32 SHEET NO:.. OF _ O BODY SHOP N HAMILTON ENGINEERING INC. O s.w. is2�a ert SEATTLE, WASHINGTGN 981 U.SA. \_REMOVE CONTROL STATION DEMOLITION PARTIAL PLAN 0 SCALE: 1/4''=1' —0" REMOVE JACK, 3 PLACES DESIGNED: ART DRAWN: DJs CHECKED: RECOMMENDED: PROJECT MANAGER: APPROVED: IBIS NO: CONTRACT NO: WPRK REMO, SCALE: 1 /4 " =1 — 0 " ONE INCH AT FULL SIZE f ' IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: King County r b NOTES: REMOVE ALL RIGID HYDRAULIC LIFT REMOVE OTHER PIPING AS NEEDED. 2. CONTRACTOR SHALL RECYCLE OR DISPOSE OF HYDRAULIC EQUIPMENT AND HYDRAULIC FLUID AS REQUIRED BY LOCAL CODES & ORDINANCES. 3. "H" PLATFORM SUPERSTRUCTURES TO BE RETAINED BY METRO FOR SPARES. KEY PLAN METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 COMPONENT SUPPLY EQUIPMENT RECEI I CITY OF TUKWII.q 052 0 ? ?00 FEwn CENTER DATE: 6/1/01 1187B —CS01 DRAWING NO: MD31 H:RM M101 onnclnnl 0 RV Aoo'n nATF M BODY SHOP 00 000 EXPLOSION PROOF !� CONTROL STAT•ON C103 HAMILTON ENGINEERING INC. uz s.w. 162x,6 st." SEATTLE, WASHINGTON 98166 ..SA ddd1 EQUIPMENT PARTIAL PLAN O SCALE: 1/4''=1'-0" EXISTING HVAC NOTES: DUCTS T COI -Z38 DESIGNED: ART DRAWN: DJS CHECKED: RECOMMENDED: 216 REF APPROVED: IBIS NO: WORK REQUEST: - CONTRACT NO: 120 REF PROJECT MANAGER: 6 SCALE: 1/4 " =1 - 0 " ONE INCH AT FULL SIZE 'a I IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: El C102 King County 1)pnnr rnaP M of U M119 CONTROL CABINET 0 VW D:=—WALL MOUNTED HYDRAULIC PLUMBING: USE TUBING WITH WELD FTTINGS. SEE SPECIFICATION FOR TUBING REQUIREMENTS. RETAIN WITH ELASTOMERIC 2 BOLT CLAMPS MOUNTED TO UNISTRUTS. RETAIN UNISTRUT WITH EXPANSION ANCHOR BOLTS .3/8 -16 UNC. ROUTE AT CONVENIENT ELEVATION, EXISTING ELEVATION IS OK. ROUTE HYDRAULIC PLUMBING OVERHEAD AT LEAST 11 FEET HIGH. {:::,-MATCH EXISTING LINE PAINTING ON FLOOR AND PLATFORMS. KEY PLAN METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 COMPONENT SUPPLY EQUIPMENT RECEIVED CITY OF TUKWI AEG 0" , PERMIT CENTER DATE: 6/1/01 1187B —CS02 DRAWING N0: 1,431 0 SUMP PUMP, SEE SUMP PUMP, SEE • FSi consulting engineers Seattle, Washingtcn Exceptional Services, Effective Rela'' ionships DRAINAGE PLAN SCALE: 1 /4" =1 ' -0" SUMP PUMP, SEE M 1211 EXISTING "fJ NOT USED. P CONSTRUCTION NOTES ROUTE NEW 1" PUMPED INDUSTRIAL WASTE (PIW) AS SHOWN. CONNECT TO EXISTING 'P INDUSTRIAL WASTE (IW) WITH WYE FITTING FROM ABOVE. ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY . �o 1238 KEY PLAN METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 COMPONENT SUPPLY DRAINAGE PLAN RECEIVED CIT'OF TUKWILA AUG 0 T 2001 °ERAfIT CE4TEF DATE 6/01/01 11878 —CS02 DRAWING NO: M32 H 1 � r r - L nd 0 REMOVE HPU PNL —PQ (LEFT) "4AI DRIVE ON HOIST" — #116 PNL —PD (LEFT) �.I f SCALE: 1/8 =1' -0 b T 01 L ST! PAGE OFFICE COMPONENT, SUPPLY ELECTRICAL DEMOLITION PLAN 1 18311 Bothell- Everett Hwy. Suite # 260 Bothell, WA 98012 (425)402-6029, Fu (425)0833989 www.ecs -engineering.com CHECKED: RF RECOMMENDED: IBIS NO. WORK RE.E. CONTRACT NO: SCALE y1/8"=1 ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SUE ' LOCA1ION NO: King County CONSTRUCTION NOTES: DEMO HYDRAULIC POWER UNIT (HPU); CONSISTING OF TWO (2) EACH OF THE FOLLOWING: 7 1 /2 HP MOTOR, CONTROLLER AND DISCONNECT. REMOVE ALL WIRING BACK TO SOURCE. REMOVE HOME RUN CONDUIT BACK TO 1ST J —BOX OR COUPLING BETWEEN DISCONNECT AND POWER SOURCE, SAVE REMAINING HOME RUN CONDUIT FOR NEW EQUIPMENT INSTALLATION: SCRAP ALL DEMOLFDONED ELECTRICAL EQUIPMENT. METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 COMPONENT SUPPLY ELECTRICAL DEMOLITION C103 El 03 ONTROL STATION NL —P01 (LEFT) 15HP, 480V, 30 KT #16 PNL —PD (LEFT) SCALE: 1/8 " =1' -0 KEY PLAN COMPONENT SUPPLY POWER PLAN OFFICE SCALE —1. —p» 'ONE INCH.. AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: Icing County Tharis rtmnnt of GENERAL NOTES: CONTRACTOR IS REQUIRED TO MAKE CONNECTION TO HPU CONTROLLER AS REQUIRED BY MANUFACTURER_ 2 ROUTE NEW CIRCUIT CONDUCTORS BETWEEN HPU CONTROLLER AND ORIGINAL SOURCE AS INDICATED ON DRAWING_ VISUALLY INSPECT CIRCUIT BREAKER (CB) FOR DAMAGE AND DISCOLORATION AT CONDUCTOR LUGS AND MOUNTING LUGS_ REPORT FINDINGS TO OWNER. EXERCISE CB SEVERAL TIMES BEFORE PUTTING BACK INTO SERVICE_ CONSTRUCTION NOTES: E REUSE EXISTING CIRCUIT BREAKER IN PANEL PD (LEFT) CONDUIT SEALS REQUIRED AT THIS LOCATION, FOR ALL RACEWAY PENETRATING WALLS. THIS ENTIRE ROOMS IS A CLASS I, DIVISION '1 AREA CONDUIT SEAL REQUIRED AT THIS LOCATION; COMPONENT SUPPLY POWER PLAN METRO TRANSIT DIVISION COACH, HYDRAULIC LIFT REPLACEMENT PHASE 2 DRAWING NO, E31 J j FOR 'CONTINUATION SEE SHT E31 3JB C7 06 ( MO 1 1 1 ' JACK #3 i I I 3LS 11 2LS 2LL niCa 2JB rilliamin 1 7 1 ) 4 2LLJB JACK, #1 COMPONENT SUPPLY ELECTRICAL PARTIAL PLAN, PARTIAL PLAN SCALE: 1/8"= ' 0 ,P B 1 2 PIT " #3 — ILL - - JACK 4LS PIT 1 LS 1 LL 18311 Bothell- Everett Hwy. Suite # 260 Bothell, WA 96012 (425)402-6029 Fit: (425)483-3989 www.ecs-e 9me nng.oim DESIGNED: RF DRAWN: RSM CHECKED: RF PROJECT MANAGER: SE APPROVED: SE IBIS NO WORK RERUESI': SCALE, NOTED ONE INCH AT FULL' SIZE IF NOT ONE INCH, SCALE ,ACCORDINGLY. GENERAL NOTES: 1. REFER TO DRAWING E103 FOR ALL ILL, 2LL AND 3LL SWITCHES IDENTIFIED ON THIS PARTIAL PLAN_ REFER TO DRAWINGS C101 AND C102, BY HAMILTON ENGINEERING FOR ALL 1 LS, 2LS AND 3LS SWITCHES. 3. COMPONENTS ATTACHED TO ENCLOSURE BACK PANEL SHALL BE SECURED WITH MACHINE SCREWS IN DRILLED AND TAPPED HOLES. SHEET METAL SCREWS ARE NOT ALLOWED. 4. ENCLOSURES CONTAINING ELECTRICAL COMPONENTS OTHER THAN TERMINAL BLOCKS SHALL BE VACUUMED AND WIPED (NOT BLOWN) CLEAN_. 5. WHERE CONDUIT PENETRATES THE FLOOR OR WALL OF A PIT, INSTALL A FEMALE CONDUIT COUPLING FLUSH WITH THE FINISHED SURFACE_ ROUTE CONDUITS TO PITS WITH HYDRAULIC HOSE CONDUIT WHERE PRACTICAL 7. ALL PITS ARE CLASS I, DIVISION 1 LOCATIONS_ INSTALL SEALING FITTINGS AS ',REQUIRED INS NEC ARTICLE 501 AND 511. METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE 2 COMPONENT SUPPLY ELECTRICAL PARTIAL PLAN DATE: 06/01/01 187B— CS —E32 DRAWING NO: E32 S103 S106 14' -0" CE JACK 7' -1 1/2" 10' -0" PIT FLOOR OPENING S104 ( S106 18' -0" FOR MOUNTING PLATES SEE( S108 S106 SYMONDS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 11' -8" 10 " -0" PIT CL JACK CE JACK 3 -5" 5' -6" FLOOR OPENING to t S104 S106 EMBEDDED STEEL BEAM & PLATFORM' PAD, • TYP FOR MOUNTING PLATES FOR 'H' PLATFORM LIFTS SEE( \ SEE� TYP S1 S108 PLAN SCALE: 1/2"=1'-0" CC z ° oz GUIDE WEDGE (TYP) SEE NOTE AND SEE S107 AJS DRAWTE KMH CHECKECt GHL RECOMMENDED: 24' - 6" PROJECT MANAGM APPROVED: IBIS NO: vmec cue . — CONTRACT NO: SCALE: 1/2 " =1' —O" I ONE INCH AT FULL SIZE ' 1 ' 1 IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCATION NO: 5' -2" TYP NOTE FOR GUIDE WEDGE AND STEEL SUPPORT PAD LOCATIONS SEE MECHANICAL DRAWINGS. 10' -0 " PIT 14' -0" CL JACK 7' -1 1/2" FLOOR OPENING 5' -2" TYP II J METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II CUSTOM LIFTS 4 JACK PLATFORM LIFT q JACK RECEIVED CT'OFTUKtM!q 7 06i ' RERA!ITCEA:TER DATE 06/01/01 11878— DRAWING NO: S101 SHEET NO:_ OF _ _ JACK 7' -1 1/2 FLOOR OPENING 11 , -B °, 1O' -0" PIT (BIS104 IBIS NO:.: `. 2'_0 °e MANHOLE nr_ 10' -0" PIT JACK 7' -1 1/2 c.5 0 ' 0 '' N I X Q 0 III N 0 0) m cn O Lai X 0 0 0 5) 0 N z 0 0 S103 S106 RFVI'ION 14' -0" 10' -0" PIT BS103' BY APP'D DATE 18' -0 S106 (FIS106 FOR MOUNTING PLATES SEEKM S108 SYMQN DS 1® 16O1' Second .Avenue, Suite 1000 Seattle, Washington 98101- 1541 i FYPIRES 'i1)6/23/03... FOR MOUNTING PLATES SEESS 8 PLAN SCALE: !1/2 " =1' -0" MS DRAWIt KHM CHECKED: GHL RECOIRENDED EMBEDDED STEEL BEAM & PLATFORM PAD, TYP FOR "H . ' PLATFORM LIFTS SEE( TYP S108 WORK =UM - CONIR4CT NO: r l S 0 o7 1/2 ° = 1•_0° ONE INCH AT FULL SIZE 1' IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCA1TON NO; King County Department of FLOOR OPENING NOTE FOR GUIDE WEDGE AND STEEL SUPPORT PAD LOCATIONS SEE MECHANICAL DRAWINGS. METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II CUSTOM LIFTS 3 JACK PLATFORM LIFT TYRIrAI cTRI IrTI IRAI PI AM q JACK / x) J / / #5 _/ MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) 6" PVC WATERSTOP (TYP) nmnennm 3 -4" 4—#5 MEW S105' 10 SCALE: 1 1/2 " =1' -0" 3' -6 3/4" JACK BASE, SEE DETAIL S1 07 6" PVC WATERSTOP 3/4" CHAMFER AT EXPOSED SURFACE WALL CONSTRUCTION JOINT DETAIL Rv ADO, 14 ' -0" DETAIL ( 7YP. S1 07 C JACK T1ATC #4012" 21 — #4 Er ® 2 1 /2" 1' 0' -0" SCALE: 3/4 " =1' -0" 2— #6 ®6' -0" 3' -6 3/4' SLOPING GROUT SURFACE 6' -3 1 /4" #5 06"T &B #5 06" "H" PLATFORM PIT SECTION SYMON DS ===== 1601 Second Avenue, Suite 1000 wattle, Washington 98101 -1541 E 1/2" RUNG, SEE DETAIL S107 #4 CONT. 2' -0" 2' -' ,. #5012 2 -6 1 2" SAND OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED BACKFILL 1 #5 ®12" DETAIL SIM. 2' -0" SEALANT KMH CHECKEM GHL RECOMMENDED: PROJECTWWN 6" w in #4 2"-9" 012' 1 —0 1/2" S1 05 JACK BASE, SEE DETAIL S107 6" PVC WATERSTOP IBIS NO: CONTRACT NO: SCALE: ONE INCH AT FULL SIZE IF NOT ONE INCH.' SCALE ACCORDINGLY ME LOCATION NO: 11'-4" OF PIT SYMMETRY 3' -1" 5' -4" 1 SLOPE FINISHED GRADE W/ GROUT 1 1/4 " /FT TOWARD SUMP (TYP) SEE S105 2' -8" #506" T &B "H PLATFORM PIT SECTION B SCALE 3/4 " =1' -0" 1) ring County Department of M LO CL WALL 10" 1' -0 1/2" #506" STRUCTURAL MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) FOR WALL REINFORCING, JOINTS AND WATERSTOPS, SEE SECTION METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT t — s f_!'1T1 11A I r' 'D_ 1-N T ' A I I C's RECEIV® CITYOFTUKWILA AUG 0 2 2001 PERMITCENTER SHEET NO: 1 OFF 9R WED, JUN 01, - •a II 1_ a . va AOKI III Q a ' II I 11 � 111 =111 111 =III 1 111 111 111 111 11..I II1 111 111 111 1 � I 111 1 =11 i- 111- 111 -11 111 -111 ` I ' I ` 111 111 =11 / x) J / / #5 _/ MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) 6" PVC WATERSTOP (TYP) nmnennm 3 -4" 4—#5 MEW S105' 10 SCALE: 1 1/2 " =1' -0" 3' -6 3/4" JACK BASE, SEE DETAIL S1 07 6" PVC WATERSTOP 3/4" CHAMFER AT EXPOSED SURFACE WALL CONSTRUCTION JOINT DETAIL Rv ADO, 14 ' -0" DETAIL ( 7YP. S1 07 C JACK T1ATC #4012" 21 — #4 Er ® 2 1 /2" 1' 0' -0" SCALE: 3/4 " =1' -0" 2— #6 ®6' -0" 3' -6 3/4' SLOPING GROUT SURFACE 6' -3 1 /4" #5 06"T &B #5 06" "H" PLATFORM PIT SECTION SYMON DS ===== 1601 Second Avenue, Suite 1000 wattle, Washington 98101 -1541 E 1/2" RUNG, SEE DETAIL S107 #4 CONT. 2' -0" 2' -' ,. #5012 2 -6 1 2" SAND OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED BACKFILL 1 #5 ®12" DETAIL SIM. 2' -0" SEALANT KMH CHECKEM GHL RECOMMENDED: PROJECTWWN 6" w in #4 2"-9" 012' 1 —0 1/2" S1 05 JACK BASE, SEE DETAIL S107 6" PVC WATERSTOP IBIS NO: CONTRACT NO: SCALE: ONE INCH AT FULL SIZE IF NOT ONE INCH.' SCALE ACCORDINGLY ME LOCATION NO: 11'-4" OF PIT SYMMETRY 3' -1" 5' -4" 1 SLOPE FINISHED GRADE W/ GROUT 1 1/4 " /FT TOWARD SUMP (TYP) SEE S105 2' -8" #506" T &B "H PLATFORM PIT SECTION B SCALE 3/4 " =1' -0" 1) ring County Department of M LO CL WALL 10" 1' -0 1/2" #506" STRUCTURAL MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) FOR WALL REINFORCING, JOINTS AND WATERSTOPS, SEE SECTION METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT t — s f_!'1T1 11A I r' 'D_ 1-N T ' A I I C's RECEIV® CITYOFTUKWILA AUG 0 2 2001 PERMITCENTER SHEET NO: 1 OFF 9R WED, JUN 01, o 0 l; b o_ i N CV O 0) / N U' 0 0 0 0 In o O co O 0 z 0 w RUNG, SEE DETAIL (Th S107 Q JACK # #4012" 4-#5 CONT. 2- #4x6' -0" 3 -5" FO EMBEDED MOUNTING PLATE STE L DETAILS DWG S108 Q JACK 2' -3 3/4" GROUT DETAIL MOISTURE PROOFING. SEE NOTE ON DWG SO1 (Tt'P) FOR REINF. SEE SECTION S103 O 4 61ST g iA C 'TONAL C ' T S107 #5012 " , ' 5012 SLOPE FINISHED GRADE 1 /4" /FT TOWARD SUMP SEE ( 2' -6 1/2" 11' -4" 9' -8" 10" Q JACK & SYMMETRY GROUT S108 SIfv MANHOLE COVER SEE NOTE 1 DETAIL (- S103 S105 6" PVC WATERSTOP (NP) 10" SCALE: 3/4 " =1' -0" 10' -0" DUAL JACK PIT SECTION SYMON DS 1601 Second Avenue, Suite 1000 Seattle Washington 98101 -1541 10" DESIGNEICs MS DRAWN:: KMH CHECKEll GHL 10" 5 -4" DUAL JACK PIT SECTION SCALE: 3/4 " =1' -0" SCALE AS NOTED, ONE INCH AT FULL SIZE IBIS Na I IF NOT ONE INCH. wow REQUEST. — SCALE ACCORDINGLY 10" FOR REINF. SEE SECTION (1 S103 6" PVC WATERSTOP (Tw) 2 - #5 #4012" MOISTURE PROOFING.' SEE NOTE ON DWG SO1 (TYP) NOTE 1. WATERTIGHT SOLID ACCESS COVER, NEENAH FOUNDRY CO., MODEL R1915 -H, '24 "0, H -20 RATING. METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL RECENED , . CIIY OFTIfi(yyllq. AUG, 0 2 Z PERMITCRryTEq DATE 06/01/01 11878- DRAWING NO S1 04 No. z REVISION BY IAPP'D DATE I'EVaars nainsina RECOMMENDED: CONTRACT'. No SRE LOCATION NO IGng C Department ounty of SHTfT NO: OF C C/`TI(It.IC `D, (1 CTA11' C n 1Z 129 3■1=l-M•11.1111•1:7■11I-=■■••M'7101•1' 3' -6" #5=TYP) . _ # -. -. 'll I I j SLOPE #5012" IF(TYP) II -__ _. we n n n ' a .1■•141 il ! i • D Q D D j n n n n TYP PIT SECTION �B SCALE: 1/2"=1'-o" S103 5104 FOR TYPICAL EDGE ANGLE AND STUD SEE S107 3/1612 -6 1/4" FORMING PLATE, TYP 3' -2' 1/2" -n, S103 TYP ' "H" PLATFORM SUPPORT W8 BEAM SEE S108 3/4" CLR TYP CUT AT MH 7 3/4" 11 ,_ 8 „ #506" REMOVABLE PRECAST 3 -0 1/4" CONCRETE DISH w/ (6) #4 EW EQ. SPACING, REMOVABLE PRECAST TOP ONLY. CONCRETE DISH' w/ ' (5) #4 EW. TOP ONLY (12) 1/2 "0x4" HEADED STUDS. , ONE IN EA CORNER, (12) 1/2 "0x4" HEADED (8) EQ SPACED IN THE STUDS. ONE IN EA CORNER, MIDDLE OF THE DISH. (8) EQ SPACED IN THE MIDDLE OF THE DISH o - "H" PLATFORM D o. SEE MECH 4' -7 1/2 ! S107 TYP #506" U 3/4" CLR TYP SUMP, SEE 5107 PRECAST CONCRETE DISHES 10" 10' -0" HYDRAULIC JACK TYP "H" PLATFORM PLAN �1 SCALE 1/2"=1' —0" S101 3102 RY IAPP'D DATE "H" PLATFORM SEE MECH 10" SYMON DS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 HYDRAULIC JACK REMOVABLE PRECAST CONCRETE DISH w/ (6) #4 EW T &B (8) 1/2 "0x4" HEADED STUDS. ONE IN EA CORNER, (4) AT EQUAL SPACING IN THE DISH. "H" PLATFORM SEE MECH 1/4" FORMING PLATES #6012" WELD TO BEAM WEB 1/4" FORMING PLATES, TYP. SECTION SCALE. 1 1/2 " =1' -0" DESIGNED: MS DRAWN: MS CHECKED: GHL RECD Rfi NDED: APB "H" PLATFORM SEE MECH 3/16 PROJECT. AUNAGETh i I BIS NO: wax MEMM : - CONTRACT NO: o TYP SCALE AS, NOTED ONE INCH AT FULL SIZE f '• I ` IF NOT ONE INCH; SCALE ACCORDINGLY SITE LOCATION NO: (8)'1/2 "0x4" HEADED STUDS. ONE IN EA CORNER, (4) 0 EQUAL SPACING IN THE DISH. 1/4" FORMING PLATES, TYP. SECTION SCALE: 1 1/2"=1' —0" 2' -9" METRO TRANSIT I DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL crr+TInkIC' 0. r TA II Cc z 1' -D 1/4" FOR EMBEDED SI LEL AND REINFORCING SEE DETAIL S1Q6 REMOVEASLE 1/2 "0 EYEBOLT 1/2"0 THREADED COUPLER w/1/2 "0 THREADED STUD WELDED TO FORMING PLATE.(TYP. CENTER OF DISH) REMOVABLE PRECAST CONCRETE DISH w/ (6) #4 EW T &B "Fl" PLATFORM SEE MECH RECENED ciTVOETIH( AU6 0.2 2001 PERM;TCENTER DATE: 06/01/01 1187B- DRAWING NO: S1 05 SHEET N0:93 OFI28 CD 0 0 cc 0 0 m 0 f!7 LL 0 >< 0 0 0 m N 0 m 0 Il w. 0 X O 0 c� a 0 N 0 0 0 N #506" #506" #506" #506" 14' —O" SECTION SCALE: 3/4 " =1' -0" #506" T & B SECTION SCALE: 3/4 " =1' -0" 7 JACK S107-yp #5 6" 4' -7 1/2" 2 1/2" 2' —A-" 1' -5 1 / 2 " 10" 1' -0 1/2" -0 1/4 7 3/4" / ®\ #506" 1. -1 1 / 2 " 1' -3" 11' -8" I 3' -7 3/4" #506" ,d a d- a d d� 3 SETS OF 3 1/2 "0x4" SUPPORT PAD'BEYOND, STUDS 0 12 "O.C. SEE,MECH FOR LOCATION. #506" q JACK 1 C15x33.9 121/2 S107 Typ S103 TYP 5103 S107y'p #506" #4012" #506" T & B 5191 TYP S103 12 1/2 2' -2" 3' -0 1/4" 7 10" SECTION BY APP'0 DATE 1 /4" SCALE: 3/4 " =1'' -0 " 11'-4" 2' -0" SYMONDS 1601 Second Ave Suite Washington 98101 -1541 3' -0 1/4" 1' -0 1/ IP S103 MS DRAWN: GI-IL RECOIAIENCIEM 4' - 8 1/4" IBIS NO: WCAK REQUEST: . - CONTRACT NO: SECTION SCALE: 3/4 " =1' -0" 11' -4" 2'rt SCALE: AS NOTED ONE INCH AT FULL SIZE I I IF NOT ONE INCH. SCALE ACCORDINGLY SITE LOCATION NO: King 'County Department of �..,......,...s , is .... � i Z38 7 3/4" METRO TRANSIT' DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE III PLATFORM SUPPORT STRUCTURAL c(•Tlnt\lc A n1'TAII C d DAM 06/01/01 1187B— DRAWING NO: Si 06 SHEET q N0: O a s Q . a a •cc Via.. . 6 , •.. °• II • °',a • ..` 4 ° ° , . O 0 a O N 0 0 N M a No 1 1/4" LEVELING GROUT, SEE MECHANICAL DWGS ANCHOR BOLTS PER MECHANICAL DWGS. DRILL & EPDXY GROUT INTO EXISTING CONC. REVISION 1 "TYP JACK BASE ANCHOR DETAIL SCALE: 1 1/2"=1'-0" S103, S104 1 4 HPU —BASE DETAIL (4� SCALE: 1 1/2 " =1' -0" S11, S21, S31 BY I APP'D #5 ®6" JACK BASE, SEE MECHANICAL DWGS ANCOR BOLTS PER MECHANICAL DWGS 4 - # Il EW AT BOLTS #5 ®6" DATE HPU BASE, SEE MECHANICAL DWGS HPU 4 - #4 T 4 EXISTING CONC. SLAB GUIDE WEDGE DETAIL SCALE `6 " =1' -0" S101, S102 S106 Q SYMON DS 1601 Second Avenue, Suite 1000 Seattle, Washington 98101 -1541 1/2 "0x4" HEADED 018 ", STAGGERED. BURKE HI- TENSILE INSERT FOR 3/8 "0 BOLT, VERIFY BOLT SIZE WITH MECHANICAL DWGS PLUG INSERT W/ PLASTIC OR BOLT DURING CONCRETE POUR 2 -BOLT HOLES, SEE MECH. FOR SIZE AND SPACING. 3/4" NON- SHRINK GROUT. SEE MECHANICAL FOR SIZE AND SPACING (2) 1/2"0x4" HEADED STUDS L7 "x4 "x1/2" CONT. SEE MECH. DWGS FOR WEDGE PLATE AND SHIMS; - - C BOLT ORwah BOLT BURKE INSERT FOR 3/8 "0 BOLT, VERIFY BOLT SIZE WITH MECHANICAL DWGS. PLUG INSERT W/ PLASTIC; CAP OR BOLT DURING I CONCRETE POUR & GROUTING KUH ONMICEIlk GHL li£COMMENDED: MS BOLT HOLES, SEE MECH FOR I SIZE. SPACE PER MECH. DIM OVER LENGTH OF ANGLE. IBIS NO: mei REQUEST: CONTRACT NC: PRO,IECT MANAGER: SUMP DETAIL SCALE: AS NOTED ONE INCH AT FULL SIZE IF NOT ONE INCH, SCALE ACCORDINGLY SITE LOCA710N N0: Sing County Department of DOUBLE /SINGLE STEEL SUPPORT PAD DETAIL 5 SCALE: 6"=1'-0" 106 DETAIL SCALE 11 " =1' -0 DETAIL SCALE: 6"=1"- " 1187B- DRAWNIG. NO: S107 1/2 "0x4" HEADED —, STUDS 018 ". METRO TRANSIT DIVISION COACH HYDRAULIC' LIFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL TYPICAL EDGE ANGLE C'r 1T1/'1 A.I C` O!_ . r r A II. r' CENEO TUKWRA 0 2 7001 PERKIt CENTC_R Dare 06/01/01 SHEET NO:A ' 019 0 0 o 0 m 0 w x 0 0 N' 0 CD Cr) m a w i x 0 0 0 ao 0 CO N 0 0 CD N 0 0 0 0 m N 0 m m m m m a 0 CSI a a 0 0 N 7' -1 1/2" CONC. OPENING HYDRAULIC, JACK MOUNTING PLATES 7' -0" LONG, SEE MECH FOR HOLE SIZE & SPACING. HYDRULIC JACK '-2 3/4" 2' -4" CONC. OPENING SINGLE JACK MOUNTING PLATES PLAN SCALE: 1 " =1' -O" HYDRAULIC JACK TYR MOUNTING JACKS SECTION SCALE: 6 "= 1' -0 7 S103, S1O4 d Q //// / / / /�� /// %// / //I SPACING mow ® /// ////////Arme!I/////terAw / / // / /////wrammorzA m WAIR .20ii ®r21MMA M/r 0/r/oiirio ®iii r®®oi� iii / HYDRAULIC JACK Ti t r .0000 0 0 0 0 0 "H" PLATFORM MOUNTING PLATES PLAN SCALE: 1 " =1' -0" S101, S102 HYDR&ULIC JACK r ti 0 0 0 0 0 0 0 0 HYDR ULIC JACK 000 0 O 0 0 O 0 O 0 0000000 0C 1 1/4" 1' -2 3/41_ 5' -6" CONC. OPENING 1' -2 3/4" DUAL JACK MOUNTING PLATES I PLAN SCALE: 1"=1 6 HYDI &UUC JACK SYMONDS 1601 Second Avenue, Suite Seattle Washington 98101 -1541 HYDRAULIC JACK MOUNTING PLATES SEE MECH FOR ALIGNMENT, SHIM, HOLE SIZE & SPACING. PL 9x1/2" FOR LENGTH & LOCATIONS. (2) #50SIM #506" AT SIM 1/2 "0x3" HEADED STUDS 018 HYDRAuuc JACK / \ ` TYP T HYDAULIC JACK HOLE di P a a lh�l!`� w Ily wrimwmislarzezionr - A 401%/2- _ . ,' 11; II 3 1/2 "0 HOLES 06" O.C. SEE/ MS DRAWR% MS ClIECICElk GNL RECOMMENDED: #506 THRU PLATE HOLE O SIM ADAPTOR PLATE, SEE MECH PLATE CONTINUOUS AT SECTION B 3/16 V2 -12 L 3 1/2x3 1/2x5/16 ALL AROUND OPENING PROJECT MANAGE APPROVED: IBIS NO: I MIMIC FLUESTt'. - CONTRACT NO: ri "H" PLATFORM SUPPORT PAD SEE MECH., FOR SHIM' AND' LEVELING HYDRAULIC `JACK MOUNTING PLATES 2 -4" LONG. SEE MECH FOR HOLE 2 "0 HOLE 0 9" FOR SIZE & SPACING. DRAINAGE. NO HOLE UNDER PAD SUPPORT SEE SEC C. 9" HOLE SCALE AS NOTED ONE INCH AT FULL SIZE I r 1 IF NOT ONE, INCH, SCALE ACCORDINGLY SITE LOCATION No- 6" MIN_ (TYP) Wing County EMBEDDED STEEL BEAM "H" PLATFORM PAD DETAIL SCALE: 6 " =1' -0" "H" PLATFORM SUPPORT PAD SEE MECH STRUCTURAL W8x58 DISH SUPPORT BEAM 6" MIN. (TYP) DRAINAGE HOLE, TYP METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT #6012" 9" HOLE SPACING RECENEO cmoETUlnv; AUG 0 2 2001 PEWIT CENT. DATE 06/01/01 1187B- DRAWING N0: Si 08 VVED, MAY 31, 000 4► 0 0 0 0 0 000 0 0 0 0 0 000000* 0 .. 0 0 0 0 0 0 o o. I Q II I/ Poo Al TYP SIM 0 0 0 0 0 0 0 0 0 0 0000000 1 0 0 0 0 0 0 0 0 -0 e 0 0 o 0 m 0 w x 0 0 N' 0 CD Cr) m a w i x 0 0 0 ao 0 CO N 0 0 CD N 0 0 0 0 m N 0 m m m m m a 0 CSI a a 0 0 N 7' -1 1/2" CONC. OPENING HYDRAULIC, JACK MOUNTING PLATES 7' -0" LONG, SEE MECH FOR HOLE SIZE & SPACING. HYDRULIC JACK '-2 3/4" 2' -4" CONC. OPENING SINGLE JACK MOUNTING PLATES PLAN SCALE: 1 " =1' -O" HYDRAULIC JACK TYR MOUNTING JACKS SECTION SCALE: 6 "= 1' -0 7 S103, S1O4 d Q //// / / / /�� /// %// / //I SPACING mow ® /// ////////Arme!I/////terAw / / // / /////wrammorzA m WAIR .20ii ®r21MMA M/r 0/r/oiirio ®iii r®®oi� iii / HYDRAULIC JACK Ti t r .0000 0 0 0 0 0 "H" PLATFORM MOUNTING PLATES PLAN SCALE: 1 " =1' -0" S101, S102 HYDR&ULIC JACK r ti 0 0 0 0 0 0 0 0 HYDR ULIC JACK 000 0 O 0 0 O 0 O 0 0000000 0C 1 1/4" 1' -2 3/41_ 5' -6" CONC. OPENING 1' -2 3/4" DUAL JACK MOUNTING PLATES I PLAN SCALE: 1"=1 6 HYDI &UUC JACK SYMONDS 1601 Second Avenue, Suite Seattle Washington 98101 -1541 HYDRAULIC JACK MOUNTING PLATES SEE MECH FOR ALIGNMENT, SHIM, HOLE SIZE & SPACING. PL 9x1/2" FOR LENGTH & LOCATIONS. (2) #50SIM #506" AT SIM 1/2 "0x3" HEADED STUDS 018 HYDRAuuc JACK / \ ` TYP T HYDAULIC JACK HOLE di P a a lh�l!`� w Ily wrimwmislarzezionr - A 401%/2- _ . ,' 11; II 3 1/2 "0 HOLES 06" O.C. SEE/ MS DRAWR% MS ClIECICElk GNL RECOMMENDED: #506 THRU PLATE HOLE O SIM ADAPTOR PLATE, SEE MECH PLATE CONTINUOUS AT SECTION B 3/16 V2 -12 L 3 1/2x3 1/2x5/16 ALL AROUND OPENING PROJECT MANAGE APPROVED: IBIS NO: I MIMIC FLUESTt'. - CONTRACT NO: ri "H" PLATFORM SUPPORT PAD SEE MECH., FOR SHIM' AND' LEVELING HYDRAULIC `JACK MOUNTING PLATES 2 -4" LONG. SEE MECH FOR HOLE 2 "0 HOLE 0 9" FOR SIZE & SPACING. DRAINAGE. NO HOLE UNDER PAD SUPPORT SEE SEC C. 9" HOLE SCALE AS NOTED ONE INCH AT FULL SIZE I r 1 IF NOT ONE, INCH, SCALE ACCORDINGLY SITE LOCATION No- 6" MIN_ (TYP) Wing County EMBEDDED STEEL BEAM "H" PLATFORM PAD DETAIL SCALE: 6 " =1' -0" "H" PLATFORM SUPPORT PAD SEE MECH STRUCTURAL W8x58 DISH SUPPORT BEAM 6" MIN. (TYP) DRAINAGE HOLE, TYP METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II PLATFORM SUPPORT #6012" 9" HOLE SPACING RECENEO cmoETUlnv; AUG 0 2 2001 PEWIT CENT. DATE 06/01/01 1187B- DRAWING N0: Si 08 VVED, MAY 31, File: 35mm Drawing# i j 3103 S106 No. r REVISION 14' -0" JACK 7' -1 1/2" 1 -0" PIT FLOOR OPENING S103 er APP'D S106 FOR MOUNTING PLATES SEE( S108 DATE 18' -0 S106 SYMON DS �,. .1 r, . •• 1401 Second Avenue, Suit. 1000 Seattle, Wo.hington 9101 -1541 11' -8" S104 5' -6' FLOOR OPENING PLAN S106 SCALE: 1/2%0' -0" C9 O Z e0 GUIDE WEDGE (TYP) SEE NOTE AND SEE S107 FOR MOUNTING PLATES SEE S108 S108 AJS KIAH CleCKEM CHI. R000Mtioomo 24' -6' 2' -0'm MANHOLE TYP EMBEDDED STEEL BEAM & PLATFORM PAD, TYP FOR 'H' PLATFORM UFTS SEE( TYP rRaAk4 MIIMACOt Moi eow 11111e>n - CONTRACT Moe 1 SOUL /2 -1 -0 ONE INCH AT FULL SIZE 1• IF NOT ONE INCH, SCALE ACCORDINGLY SRC LOCCON Noe 5' -2' 14' -0" 10' -0 PIT TYP Ens County Department of Transportation JACK 7' -1 1/2' FLOOR OPENING NOTE FOR GUIDE WEDGE AND STEEL SUPPORT PAD LOCATIONS SEE MECHANICAL DRAWINGS. 5' -2' TYP 1 . JACK METRO TRANSIT DIVISION COACH HYDRAUUC UFT REPLACEMENT PHASE II CUSTOM LIFTS 4 JACK PLATFORM LIFT TYPICAL STRUCTURAL PLAN thaL 06/01/01 11870 - OWNING Moe S101 SHIM MR Of II I . II , i �illll;I 0INCH 1 CHINA I I I I I I I I I I I I I I I I I I I L I I I I i I I I I L I i i I�I�I I I i � i ��I�� i ��I l i i i i l i y 1 5 6 E Z � YY 0 111111111111111111111111 111I1 IIIIIiIIIII, I IIIIIII1IIIIIIIILLIIIIIIIIL1IIIIIILIi11Ii11 1iii1iii1IliLl. L11111111. iLli11. I1iiihillIIIIIIIIiihdliffillill 10' -O' PIT .. JACK . JACK 3' -5' ' I I 0 1 1 1 1 L. MI 0 F-- 1 r i j 3103 S106 No. r REVISION 14' -0" JACK 7' -1 1/2" 1 -0" PIT FLOOR OPENING S103 er APP'D S106 FOR MOUNTING PLATES SEE( S108 DATE 18' -0 S106 SYMON DS �,. .1 r, . •• 1401 Second Avenue, Suit. 1000 Seattle, Wo.hington 9101 -1541 11' -8" S104 5' -6' FLOOR OPENING PLAN S106 SCALE: 1/2%0' -0" C9 O Z e0 GUIDE WEDGE (TYP) SEE NOTE AND SEE S107 FOR MOUNTING PLATES SEE S108 S108 AJS KIAH CleCKEM CHI. R000Mtioomo 24' -6' 2' -0'm MANHOLE TYP EMBEDDED STEEL BEAM & PLATFORM PAD, TYP FOR 'H' PLATFORM UFTS SEE( TYP rRaAk4 MIIMACOt Moi eow 11111e>n - CONTRACT Moe 1 SOUL /2 -1 -0 ONE INCH AT FULL SIZE 1• IF NOT ONE INCH, SCALE ACCORDINGLY SRC LOCCON Noe 5' -2' 14' -0" 10' -0 PIT TYP Ens County Department of Transportation JACK 7' -1 1/2' FLOOR OPENING NOTE FOR GUIDE WEDGE AND STEEL SUPPORT PAD LOCATIONS SEE MECHANICAL DRAWINGS. 5' -2' TYP 1 . JACK METRO TRANSIT DIVISION COACH HYDRAUUC UFT REPLACEMENT PHASE II CUSTOM LIFTS 4 JACK PLATFORM LIFT TYPICAL STRUCTURAL PLAN thaL 06/01/01 11870 - OWNING Moe S101 SHIM MR Of II I . II , i �illll;I 0INCH 1 CHINA I I I I I I I I I I I I I I I I I I I L I I I I i I I I I L I i i I�I�I I I i � i ��I�� i ��I l i i i i l i y 1 5 6 E Z � YY 0 111111111111111111111111 111I1 IIIIIiIIIII, I IIIIIII1IIIIIIIILLIIIIIIIIL1IIIIIILIi11Ii11 1iii1iii1IliLl. L11111111. iLli11. I1iiihillIIIIIIIIiihdliffillill No. S103 S106 —I REVISION 14' -0' JACK 10' -0 PIT S103 7' -1 1/2" FLOOR OPENING BY APP DATE C N ' • 1. 1 1 N • • 18' —O` S106 CIS106 ' FOR MOUNTING PLATES SEE S108 SYMONDS 1 N.• 1 N 1 I ti 1601 Sroond Avreeur, Slat. 1000 seam. Woohhgten 98101 -11141 L 1111111 0 INCH CHINA I caws minim 1 11 10' -0 PIT i ! Ii 1 JACK S105 5104 \ FOR MOUNTING PLATES SEE( S108 PLAN SCALE: 1/2"=1'-0" s N . cr S106 N O e 1 ilI�iii'+'IFI . 0 z W 0. 0 DESIGNme AJS o KHM CHICOOlk CHL RECOM.tiE CCOg GUIDE WEDGE(TYP) SEE DETAIL / S107 In 0o 24' -6' a. EMBEDDED STEEL BEAM & PLATFORM PAD, TYP FOR 'H' PLATFORM UFTS SEE TYR S108 POW= MANAGER An>k MM NC% rose errean - 00IAIMAGr N0: 2' -0'O MANHOLE TYP. MU. 1/2 " -1' -0' ONE INCH AT FULL SIZE ._ 1• W NOT ONE INCH. SCALE ACCORDINGLY 711E WGigN Oft -J King County Department of Transportation 4 -6' TYP 14'— 10' -0' PIT JACK 7' -1 1/2' FLOOR OPENING . FOR GUIDE WEDGE AND STEEL SUPPORT PAD LOCATIONS SEE MECHANICAL DRAWINGS. 4' -6' TYP METRO TRANSIT DIVISION COACH HYDRAULIC LIFT REPLACEMENT PHASE II CUSTOM LIFTS 3 JACK PLATFORM LIFT TYPICAL STRUCTURAL PLAN JACK OAR: 06/01/01 11878 — S102 SHUT Na Of 11 110111 5 6 91. • Iii. £L Zl j ai 1 Ol ;5 . 8 L 9f:, 5 b E Z L 0 IIIIIIIIIIIIIIIIII . 111111111llll 11111111111. 111,( [1i 11111111111 1 1 1 1111111111111111111111111111i11i1I1 O O # MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) 6 PVC W� 3 -4' 4 — #5nEW I, S105 SCALE: 1 1 /2" -1' -0" DETAIL n TYP. S107 C JACK 3' -6 3/4' JACK BASE, SEE DETAIL S107 6" PVC ' I WA RTE STOP 3/4' CHAMFER AT EXPOSED SURFACE WALL CONSTRUCTION JOINT DETAIL B1' APP'D DATE 14' -0" #4012' 21 - #40 0 2 1/2' SCALE: 3/4' - 1' - 0" 2- #606' -0" 3' -6 3/4' 1/2" SLOPING GROUT SURFACE � #506'T&B #506" "H" PLATFORM PIT SECTION 6' -3 1/4" SYMON DS • •• , 1: 1. • 1601 Second Avenue, Sulb 1000 Seattle. Washington 56101 -1541 O c. #4 CONT. 2' -0" 2' -0" RUNG, SEE ' DETAIL S107 el #5012' 2 -6 e 1 I caws o$ /xt /w l 2" SAND OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED BACKFILL 10' DETAIL SIM. W 0 #5012' lee rn r) DETAIL SCALE: 1 1/2"..1'-0" 0 .4 1 11 1 111 I I IT11111i11111i111i . '1'11111111111111[1111111 0INCH 1 . - CHINA I` O N O N 2 — #5 OE9oMEM AJs KMH CHL #506" lmoaatooene -0 1/2' j- DETAIL L L TYP. S107 1 #6012' #506' T&B S105 JACK BASE, SEE DETAIL S107 PIVIJECT MANAGER .I euwc •tasan 0o,ITWCT Moe i'[ IIIIiliiilil lIjI 5 • r • . • • • • • • 1 0' 11111111 6 9l bl £L Z l,, .6 ., 9 £ Z I. gib 0 11111111111111HIII 1111 11 1 111 1 111111111111111111111111111111 IIIIIIIIIIIIIILIIIIIIII11111 . 1111 II,I 11 I 111 iiIJ. 11111 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl • •• • • i - SLOPE FINISHED GRADE W/ GROUT 1 /4' /FT TOWARD SUMP (TYP) • • SEE AS NOTED Slit MUMS Mk s Csi ONE INCH AT FULL SUE IF NOT ONE INCH. SCALE ACCORDINGLY 1 1'- ■ OF PIT SYMMETRY 3' -1" ■ 5' -4" • 4 . • . .. • • #506" T&B "H PLATFORM PIT SECTION SCALE: 3/4"-1' -0' XCIng County Department of Transportation S 108 SIM 2' -8" 4 WALL I — 1/ • e. • 10' 4 S108 FOR WALL REINFORCING, JOINTS AND WATERSTOPS, SEE SECTION A #506' MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) METRO TRANSIT DIVISION COACH HYDRAUUC UFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL SECTIONS & DETAILS t 06/01/01 1187B— MOM Moc S103 RUT N • • . • . • ' • •• • p ,4 • 4 • • • O O # MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) 6 PVC W� 3 -4' 4 — #5nEW I, S105 SCALE: 1 1 /2" -1' -0" DETAIL n TYP. S107 C JACK 3' -6 3/4' JACK BASE, SEE DETAIL S107 6" PVC ' I WA RTE STOP 3/4' CHAMFER AT EXPOSED SURFACE WALL CONSTRUCTION JOINT DETAIL B1' APP'D DATE 14' -0" #4012' 21 - #40 0 2 1/2' SCALE: 3/4' - 1' - 0" 2- #606' -0" 3' -6 3/4' 1/2" SLOPING GROUT SURFACE � #506'T&B #506" "H" PLATFORM PIT SECTION 6' -3 1/4" SYMON DS • •• , 1: 1. • 1601 Second Avenue, Sulb 1000 Seattle. Washington 56101 -1541 O c. #4 CONT. 2' -0" 2' -0" RUNG, SEE ' DETAIL S107 el #5012' 2 -6 e 1 I caws o$ /xt /w l 2" SAND OVER 6 MIL POLYETHYLENE VAPOR BARRIER OVER COMPACTED BACKFILL 10' DETAIL SIM. W 0 #5012' lee rn r) DETAIL SCALE: 1 1/2"..1'-0" 0 .4 1 11 1 111 I I IT11111i11111i111i . '1'11111111111111[1111111 0INCH 1 . - CHINA I` O N O N 2 — #5 OE9oMEM AJs KMH CHL #506" lmoaatooene -0 1/2' j- DETAIL L L TYP. S107 1 #6012' #506' T&B S105 JACK BASE, SEE DETAIL S107 PIVIJECT MANAGER .I euwc •tasan 0o,ITWCT Moe i'[ IIIIiliiilil lIjI 5 • r • . • • • • • • 1 0' 11111111 6 9l bl £L Z l,, .6 ., 9 £ Z I. gib 0 11111111111111HIII 1111 11 1 111 1 111111111111111111111111111111 IIIIIIIIIIIIIILIIIIIIII11111 . 1111 II,I 11 I 111 iiIJ. 11111 1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl • •• • • i - SLOPE FINISHED GRADE W/ GROUT 1 /4' /FT TOWARD SUMP (TYP) • • SEE AS NOTED Slit MUMS Mk s Csi ONE INCH AT FULL SUE IF NOT ONE INCH. SCALE ACCORDINGLY 1 1'- ■ OF PIT SYMMETRY 3' -1" ■ 5' -4" • 4 . • . .. • • #506" T&B "H PLATFORM PIT SECTION SCALE: 3/4"-1' -0' XCIng County Department of Transportation S 108 SIM 2' -8" 4 WALL I — 1/ • e. • 10' 4 S108 FOR WALL REINFORCING, JOINTS AND WATERSTOPS, SEE SECTION A #506' MOISTURE PROOFING, SEE NOTE ON DWG SO1 (TYP) METRO TRANSIT DIVISION COACH HYDRAUUC UFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL SECTIONS & DETAILS t 06/01/01 1187B— MOM Moc S103 RUT N • o 0 N o z MANHOLE COVER SEE NOTE 1 DETAIL LTh S103 6' PVC WATERSTOP (TIP) S105 10' 2' -0' • RUNG, SEE DETAIL 3 SLOPE FINISHED FLOOR –� .• • Q JACK 2 3/4" I 5' -6' .- • BY APP 11' 15 14012' 04x6' -0' 15 149012' 3' -5' 7' -0' # 5012' 1 FO R EMBEDED MOUNTING • PLAT S107 JACK BASE, SEE DETAIL S107 7 • 10 -0' DUAL JACK PIT SECTION SCALE: 3/4' =1' -0' DATE ' . • —15 –0 1 /e' GROUT C i •• • ■ . Q JACK 2' -3 3/4' CONT. 2' -6' . • • • . • • • • • • •�+ SYMONDS 1801 Second Avenue, Suite 1000 Seattle. rraehtnaton 98101 -1541 • .1 • • • • • S 10' • • • • • DETAIL ( TYP, S107 • MOISTURE PROOFING. SEE NOTE ON DWG SO1 (TYP) FOR REINF. SEE SECTION �1 S103 I DARES an3/o3 I 0 N 1 I ()INCH 1 - CHINA II11 ill 1 1 JACK BASE, SEE DETAIL rTh S107 6 ' 15012' COMM MS owNt KUH CHEERER CHL RECOLIMENDEDe S105 SLOPE FINISHED GRADE 1/4'1 FT TOWARD SUMP ( ) SEE S105 2' -6 1/2" DETAIL ("":7 TYP S107 • . • •• • 10 PROJECT KRONA PrPROIER OS NO. clamor NM 5 • • • 5012' DUAL JACK PIT SECTION I�j�1�Iil�lili� 6 . • • • i .• t•• 5 -4' I. C Zl 5l , ��, � QI�,� � .� ., I. L� 9��,. � 5 1, E Z l 0 111.1111A111 11111 11111111 . 11111111111111111,11111111111 1111. I11111111 11' -4' 9' -8' 2' - Q JACK & AS NOTED ONE INCH AT FULL SIZE 1 -_ l• IF CALE ACCORDINGLY SRE WCARON NOR r GROUT — • z SYMMETRY PRECAST PANEL 1506' / S108 SIM In • • . • King County Department of Train smesviA T&B /506' • • • • 10' •.�. FOR REINF. SEE • SECTION i 10' • . S103 • •. 6' PVC • W 2 #5 14012' MOISTURE PROOFING. SEE NOTE ON DWG S01 (TYP) .1LQTE 1. WATERTIGHT SOUD ACCESS COVER, NEENAH FOUNDRY CO., MODEL R1915 –H, 24'o, H -20 RATING. METRO TRANSIT DIVISION COACH H1rDRAUUC UFT REPLACEMENT PHASE II PLATFORM SUPPORT STRUCTURAL CrrTI(1NIC 4. arc: 06/01/01 11878 – OI__.z Noe S104 :NrEr Moe as •