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Permit MI2000-312 - EXODUS SEATTLE 3 - PARKING LOT
MI2000 -312 Exodus Seattle 3 3355 S 120 P1 EXPIRED OCT 1 6 2002 City of Tukwila (206) 431 -3670 Community Development / Public Works • 0300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES. APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 102304 -9069 Address: 3355 S 120 PL Suite No: Location: Category: NSFR Type: MISCPERM Zoning: Const Type: Gas /Elec.: Units: 000 Setbacks: North: Water: 125 Wetlands: Permit No: Status: Issued: Expires: MI2000 -312 ISSUED 02/13/2001 08/12/2001 Occupancy: UBC: 1997 Fire Protection: .0 South: .0 East: .0 West: Sewer: VAL VUE Slopes: Y Streams: Contractor License No: SABEYCI033KM . 0 OCCUPANT EXODUS SEATTLE 3 - PARKING LOT Phone: 3355 S 120 PL, TUKWILA WA 98188 OWNER SABEY CORPORATION Phone: 206-281-8700 101 ELLIOTT AV W, #330, SEATTLE WA 98119 CONTACT ROBERT SORENSON Phone: 206- 277 -5220 12201 TUKWILA INT'L BL, SEATTLE WA 98168 CONTRACTOR SABEY CONSTRUCTION INC. Phone: 206 - 281 -4200 101 ELLIOTT AV W SUITE 330, SEATTLE WA 98119 ***************************************************** * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT RETAINING WALL, EXTERIOR STAIRS AND RAMP ON -GRADE PARKING LOT WITH LIGHTING, STORM DRAINAGE AND LANDSCAPING. ***************************************************** * * * * * * * * *k * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ 250,000.00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: MPC Curb Cut /Access /Sidewalk /CSS: N Fire Loop Hydrant: Y No: Size(in): 8.00 Flood Control Zone: N Hauling: Y Start Time: End Time: Land Altering: Y Cut: 3500 F111: 200 Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Storm Drainage: Y Street Use: Y Water Main Extension: N Private: Public: ********* * * * * * * * * * * * * * * * * * * * * * * **** * * * ** k************ * * * ** * * * * ** ** ** *k * * * ** * *** * * *** TOTAL DEVELOPMENT PERMIT FEES: $ 3,093.21 ****************** k*********************** * * * * *** * * * ** *k* ** * * * * * * * * **** ** *fir * * * * * * *** Public: Permit Center Authorized Signature: ▪ Date • Mr MP MN - I I hereby certify that I have read and examined LNis permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other state or local laws regulating construction or the performance of work. I am authorized to sign for and obtain this development permi Signature:-; Date : o z,1_' /4 Print Name : 2 ,•„4-- -„ iwwasuN 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. Address: 3355 S 120 PL Suite: Tenant: Type: MISCPERM Parcel S: 102304-9069 CITY OF TUKWILA Permit No: M12000- -31.2. Status: ISSUED Applied: 12/22/2000 Issued: 02/13/2001 * k•*'* kb- k•k Ak• k• k***- k• k •* * ** *kk ** * * *k•kk•* * *k*A **kkkk* - 01**k** *kb k4 A*Ahk*k*-41r*k*A*A * Permit Conditions: 1. No chanags will be made to the plans unless approved by the Emaineer and the Tukwila Building; Division. 2. When special inspection is required either the owner. architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection Copies of all seacia1 inspection reports .shall he submitted to 'the Building Division Svr a timely manner. Reports shall contain a ddress, project fsf aMe.. ,permit number and type of inspection being performed. . The spacial inspector shall submit final signed report whether the work requiring special inspection way to then: boit , of the inspector's s knowl edge, in conformance wit:li'cpliroVed plans and specifications and the applicable wor.knrnri h1p; provisions of the UBC. 4. Al uonstr. uct; iorr to ,be be done ' i n conformance with approved p140$ and requirements of the Uniform ornr Bu i 1:d i no Code (1997: ` Ed ti on) as amended, Uniform Mechanical Corte ( 1997 Edition) an;d . Wash in9ton State Energy Code ( 1997 Edition). 5. No.tlfv the City- of Tukwila Building Division prior to phhoing any concrete. This procedure is to addition to re t+ri rements for special inspection, 6. Void i Ly of Permit. The issuance of o permit or approval° p la'If `r speci f i cat ions, and computations shall not be uorr- str4ed tO be a permit for, or an approval of, any violation= of a'n y :y oP.,.the provisions of the building code or 'o of anv<< other Ordinance of the jurisdiction. No permit presuming;,. give authority to violate or cancel the provisions of th1 code sheat1 be 'valid.' Electrldonl .pernjits sha11 be obtained through tl•re ,Washingt`on State Div;ts;lon of Labor and Industries 'and ail electr1i i1 work w1 1 1 he inspected b±v that agency (248 -G630) . All perrni is i ` ;nspcct l on conords,-. and :approved p tans stra 1 1 be available at the :`job site l r l or' 'to tho' start of any con - struction. These :dQcurnents are to be maintained and avail- able until final inspection approval is granted, All structural concrete shall be `special inspected (UBC - Sec. 306(a)1). THE FOOTPRINT OF THE FUTURE PARKING GARAGE DOES NOT MEET THE REQUIRED 15 FOOT SETBACK FROM THE EDGE OF THE WATERCOURSE BUFFER. BEFORE COMING IN WITH YOUR BUILDING PERMIT, YOU MUST EITHER REDESIGN THE FOOTPRINT, AS FOR A SETBACK WAIVER FROM THE DIRECTOR, OR REQUEST A BUFFER REDUCTION BASED ON AN ENHANCEMENT PROPOSAL. 11. A copy of the Certificate of Insurance Coverage (m i n i umu of $1,000,000) naming the City of Tukwila as insured. 12 .,,A $2,000 bond made out to the City ofr possible property damages caused . bv a.Et i v i t i es . A map which shows , haul route. Temporary erosion control measures • shall be implemented as the first order of business to prevent sedimentation off- :site or into existing storm drainage facilities . 15.. The on-site storm drainage system shall be turned over to the City along with appropriate recorded easement document - ation prior to the Final Inspection. 16; Contractor shall notify Public Works Utility Inspector at 206.433= -0179 of commencement and completion of work at least 24 hours in advance. 17. Any material spilled onto any street shall be cleaned up immediately. 18. CONTRACTOR SHALL NOTIF.Y.PUBLI'C i4ORKS UTIL,TIY INSPECTOR MR. GREG VILLANUEVA V(206)433-0179 OF COMMENCEMENT AND COMPLETION OF WOPt 41 LEAST Zd HOURS IN ADVANCE. 19.. FLAGGING.. SIGNING AND CONING SHALL SE IN ACCORDANCE WITH MUTCD FOR'( `TRAFFIC CONTROL,. CONTRACTOR SHALL' PROVIDE CERTIFIED FLAGMEN'' FOR TRAFFIC CONTROL.': SWEEPO,R OTHERWISE CLEAN. `,STREETS TO THE SATISFACTION „OF PUBL��t .0 ;WORKS EACH NIGHT. ` AROUND HAULING ROUTE. (NC) FLUSHIN ALLOWED) = NOT/FY GTTY;INSPECTOR BEFORE ` °12,: NOON ON FRIDAY PRECEEDING ANY WEEKEND WORK`. PERMIT IS VALID BETWEEN THE WEEKDAY HOURS OF 7:00 AM AND 3:30 PM ONLY; 20. CLEAN AND REMOVE DEBRIS FROM CITY CATCH BASIN IN AND AROUND HAULING ROUTES PROVIDE ADEQUATE TEMPORANY` ACCESS AS NOT TO INTERFERE ;WITH °TH R VEHICLE: MOVEMENT OR CAUSE'.1'RUCICS TO TRAVEL OVER CUR ALL' VEHICLES. MUST MAKE COMPLETE STOP PRIOR TO ENTERING PURL t ' , RIGHT-OF:-WAY. I hereby certify that t ' ' have read these cond`1 tlons and w i l l cpin'p l y with them as gut l i nod(. A 1,1 prov i s f ons of l sir and or t1 l rtance; ,governing this work wlIl.;,ta com ;lied' with, whether specified herein pt t,net. The granting of t,h is permit does , not presume to give authpri try to violate or canoe 'he prov1sions of Aanv.Qther work or. °C al laws *egu l a t i ng constru'ot ol} or the porgy form# do a of work. m....... Print; Name: ig f '\ CITY OF TL KWILA Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 (206) 431 -3670 SIAI i US! ONI Y Project Number: Permit Number. M100 12 Miscellaneous Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. Project Name/Tenant: .eX01�c/s S€.'9 r7t.,C i� /?4y.,/ b /47' Va e f Construction: $Z50, G — Site Address :/A/7,E 4,4re . en., T City State/Zip: L ... /C.' 9 - / -... Tax Parcel Number: 0 -.. - • Property Owner: - - /,v7 r,a ) :.. 4#47S74447 ee9rr LGG . Phone: (j ) 2,i' _g6-700 Street Address: , City State/Zip: J2.2/ Z/k,d/c.,C �, 7c . 4111 Fc . � ,k , /c.9 yI /�f Fax #: (.�b ) Zb/ _ 04 Ls� Contractor: /4: .S7g.e1 G T/D - Street Address: City State/Zip: IZZ( 711 J�trA i i7L, , . 47H pp • ?vka)i49 g2Y�B _ Phone: (fib) .145/-4 2.40 Fax #: (.gam) �t _ Q 7.d Architect: .fter,7 /7 -46-e- . r Phone: (T44 ) Mt ,... e Zoo Street Address: City State/Zip: jp i Ti/�ar /4 / . 7 t.. tt... 4rna. 7t1F4✓ /c 9 9.9/r�b Fax #: ( ) Zd,6 4/. axe Enginees it w r: Phone: (146 ) 5z4 - 75A D Street Address: Cit State/Zip: Fax #: (104) 4. 7Z ..,4•4 0 Contact Person: 1e... ag4tr Phone: (1,04) 4►77 —ILL/ s)/4r/ reet Address: City State/Zip: s 4°4 Ad t.. , . • , , r „. . 4 .. Fax #: ( ) ?,�G ?� / -d Za MISCELLANEOUS PERMIT REVIEW AND APPROVAL RE UESTED: (TO BE FILLED OUT BV APPLICANT) DescripttIonn of work to /be done (please be specific): .. /y.�y/�� RV 7 /Nr a- vore,c/ 7 e4 0 -I� V of 0 , ovwo 134,72.4re..+ -b Z47- 41/ ee itit `/,rvd i 574. -0, rIac `', 4,3./,4J e ` . Will there be storage of flammable/combustible hazardous material In the building? ❑ yes Attach list of materials and flora ; o location on se, mate 8 1/2 X11 inter Indlcatln; uantldes & Material Snfet Data Sheets • Above Ground Tanks ■ Antennas/Satellite Dishes A Bulkhead/Docks U Commercial Reroof ❑ Demolition ❑ Fence ❑ Manufactured Housin •.i�te,Llacoment only eriarklnl Lots 21retaininl Walls ❑ Tem era Facilities L'1 Tree Cuttin APPLICANT RE VEST FOR MISCELLANEOUS PUBLIC WORKS PERMITS U Channollzatlon/Strlping ❑ Flood Control Zone "Landscape Irrigation Storm Drainage ❑ Water Meter /Exempt # ❑ Water Meter /Permanent #_,,,�_, ❑ Water Meter Temp #,__ ❑ Miscellaneous LJ Curb cut/Access/Sidewalk LI Fire Loop/Hydrant (main to vauIt111:_ Size(s): ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. tt,grnding/clearing ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public ❑ Street Use ❑ Water Main Extension 0 Private 0 Public Size(s): ____ 0 Deduct 0 Water Only Size(s): Slags): Est. quantity: gal i Moving Oversized Load/Hauling Schedule: MONTHLY SERVICE BILLINGS TO: Name; Phone: Address: City /State /Zip: 0 Water 0 Sewer 0 Metro . 0 Standby WATER METER DEPOSIT/REFUND BILLING: Name: Address: Phone: City /Sta e/Zl p: 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 peziod 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: Date application expires: Application taken by: (initials) 9/9/99 miscpmtdoc CL U O w d 15 zp N d 812 gg t3 1 • ALL DRAWINGS SHALL BE A r A LEGIBLE SCALE AND NEATLY DRAWN » BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED > ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT i STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • CIVIL/SITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) Current copy of Washington State Department of Labor and Industries Valid Contractor's License. 11 not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H4, «Affidavit in Lieu of Contractor Registration ". Building:Owner /Authorlred Agent if the applicant Is other than the owner, registered architect/engineer, or contractor Ilcensdd by the State of Washington, a notarized letter from the, property owner authorizing the agent to submit this mnitimplication and obtain the rmit pe will bo required as part of this submittal. I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO SE TRUE UNDER PENALTY OF PERJURY SY THE LA WS THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. WILDING OWN SI1U \1I1 . \1'I'II( \1IO1/4,, \•O RI ()UMW ( III( KIISIS IOIt Above Ground Tanks/Water Tanks - Supported directly upon grade exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 I'IR■111 RIVItW Submit checklist No: M -9 : ' ri Antennas /Satellite Dishes Submit checklist No: M -1 D Bulkhead /Dock •IAy Submit checklist No: M -10 in Commercial Reroof Submit checklist No: M -6 O Demolition Submit checklist No: M -3 0 Fences - Over 6 feet in Height Submit checklist No: M -9 0 . Land Altering/Grading/Preloads Submit checklist No: M -2 0 Miscellaneous Public Works Permits Submit checklist No: H -9 0 Manufactured Housing (RED INSIGNIA ONLY) Submit checklist No: M -5 O Moving Oversized Load/Hauling '`''" " ::, Submit checklist No: M -5 ao T Parking lots ' "'. Submit checklist No: M4 Retaining Walls - Over 4 feet in height Submit checklist No: M -1 Submit checklist No: M4 0 Temporary Facilities gr Tree Cutting Submit checklist No: M.2 Current copy of Washington State Department of Labor and Industries Valid Contractor's License. 11 not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H4, «Affidavit in Lieu of Contractor Registration ". Building:Owner /Authorlred Agent if the applicant Is other than the owner, registered architect/engineer, or contractor Ilcensdd by the State of Washington, a notarized letter from the, property owner authorizing the agent to submit this mnitimplication and obtain the rmit pe will bo required as part of this submittal. I HERESY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO SE TRUE UNDER PENALTY OF PERJURY SY THE LA WS THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. WILDING OWN ED AGENTr Signature: / P Dale: 21 171 Print name: =10: (z ) /.,9ter Phone: (j • `iZ77.tZ' Address:4 1 wow N L. �. Pis. ¢, „ City/State/ZIP: 7'7i�cric.�, 4rA 9a 66 9%9/99 athrpostdoc .�a ** * * * ** 7f ** * * ** * * ** *7f * ** * *** * * * * 1TY OF TUKW1LA. 1WA ' ***.** sF�Ifr�F* **************** h*** �r** A** �F" ** *** *** ***4**** * **** ****01* TRANSMIT Numbers 80100183 Amount: 1.901.27 02/13/01 09:49 Pavmant Methods CHECK Notation: S BEY CONSTRUCT! Init: TLD ******************A****** TRANSMIT z. permit 'Nc3 Mx2000 -312 Typos Pascal Nom 102304- 90,69 0 i to :Ad0as4 s 3355.9 110 PL Total Foos: This Pays nt 1.901.27 Ta.tul ALL Pmts: Salanuat ******************** * * * * * * * * *k * * * * * * * * *A * * * * * ** ** .Dnsrriation HUILOI.ilO RE0 PLAN CHECK UTILITY 'STATE pt1ILDItIO RURCMAROE IN3P FEE - UTILITY 1M8P FEE - FLH /L1 /WMC XNBP FEE - STORK DRAIN LAND ALTERING. PERMIT FEE LAND FILTERING PLAN CHECK N!SCPERM MISCELLANEOUS PERMIT. Account Coda 000/322.100 000/3.45.030 00O/306.904' 000/342.400 401/342.400 412/342.400 000/322.100 004/345.030. 3.093.21 3.093.21 .00 * ** * *,A *** Amount 1.509.52 40.00 4.50 30.00 15.00 10.00 238.00 43.25 0 , 4 i *************** A*************** * * * * * *k * * ** * * * * * * * * * * * *** * ** TkAriftW CITY OF TUKWILA. WA * * *** ****** * * ** * *** ** k****#******** ** * * *** ** * *+t ***** * * #**** *** ** TRANSMIT Numbers 89000.411 Amounts 1.191.94 12/22/00 1:1154 Payment Methods CHECK Notations !WHEY CORPORATIO Inits ILH •Perm.it Nos M12000 -312 Tvaes MIEI:PERM 1iIRCELLANEOUE PEI1M1't Ps*rcel Nttt 102304 -9069 i1 itt,e ' Addruee s 3355 0 • 120 PI. Total Feess 2.705 96, This{ Psvn*nt 1.191.94' Total ALL Pmtas 1.191.94 Balances 1.314.02 fit * ** * *k *1� ** * * * ** * ** l►********** ** * * *k **** * *** * ** *****k* * * * * ** —Account Code /Description Amount .000/345.430 PLAN CHECK REf3 1.191.94 ri - w- Yli w w M • W •• s w • OA r x,. . ... 0417,006--3 12. 7 f 26. 7 TOTAL: 119t.94 October 18, 2002 City of 71tkvvila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Haynes Lund Sabey Construction, Inc. 12201 Tukwila International 131 Tukwila, WA 98168 RE: Request for Extension — Permit No M12000 -312 Exodus Seattle 3 Parking Lot 3353 South 120 PI Dear Mr. Lund: This letter is in response to your written request for an extension to Permit No. M12000.312. Tite City of Tukwila Building Division will not be extending your permit, This request shows no reason or circumstances beyond the control of the permitter that has prevented the work from being started, The "strong possibility that the work will begin in the next few months" is not a valid reason for granting an extension. To commence the work on or before 10.16.03 the permittoo will have to pay one -half the original permit fee (no plan check fee) and gliwg that the plans, specs and the code has not changed since the expiration date. Application made after 10.16.03 will require fltil permit foe and plan check fro along with resubmittal of documents for review. If you should have any questions, please contact our office at (206) 433-3670. Sincorol aW Robe k S. Boned cto Building Official RSB /kas Filo: Permit No. M12000.312 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431.3665 S/4BEY CONSTRUCTION October 4, 2002 Bob Benedicto Building Official City of Tukwila Dept. of Community Development 6300 Southcenter Boulevard, Suite 11100 Tukwila, WA 98188 RE: Permit MI2000 -312 Exodus Seattle 3 — Parking Lot 3355 South 120u' Place Dear Bob: RECEIVED OCT 15 2002 COMMUNITY DEVELOPMENT We are In receipt of the letter from your department dated 9/27/02 noting that the above referenced permit has not been flnaled, nor have any Inspections been requested. We understand that this permit will be closed If the contractor does not call for a progress Inspection prior to 10/15/02. We have not commenced work on this project. However, we think there Is a strong possibility that work will begin In the next few months. Therefore, we request an extension of this permit for 180 days as allowed in the Building Code. We understand that this Is a one-time extension, and If this work does not commence within 180 days from 10/15/02, then the permit will become null and void. We thank you for your cooperation In this matter. Haynes Lund, AIA Lead Architect Sabey Architecture cc: Ralph Hagler, Dean Sabey, John eabey, File al/4 ,,r,ea;d 014. G '7 Ce tzLG 4' caltripp-(q.- 4-4.e. ai,/ps-threz,/ Xi `J'''-''.r'414-t -ems . A:4* 44). v �- Ware? e;t., sa c . 44 '7'hI44" A • 0(..tea4071 ARCHITECTURE CONSTRUCTION DEVELOPMENT / 'Wads.' #& er 1 at (o- tCo z000 4- eAlikatMt &OW Pati Ofte 44.4. a• .e. o, PA444At46248 fed 41&144, 4ttete/r444.4, Va/t44 4114 0.44A d:11. CP-ktZ, gi n, io,vvce I,4vu.tot Salley Construction Inc. \`"":•it'j' :"" 21. 12201 Tukwila International Blvd, 4th Floor -4...-' `"t ` i . Seattle, Washington 98168.5121 281 -4200 main line J ��� 2, •Q1„)Z 4. 440 81.0920 fax line GG�T ,. 1 www.sabey.com 19i007- ig City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 27, 2002 Mr. Robert Sorenson 12201 Tukwila International BI Tukwila, WA 98168 RE: Permit Application No. MI2000.312 Location: Exodus Seattle 3 - Parking Lot 3355 S 120 PI Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit Issued by the Building Official under the provisions of this code shall expire by limitation and become null and void If the building or work authorized by such permit Is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: •Coll the City Of Tukwila Permit Center at (200) 431.3670 to arrange for the next scheduled inspection This inspection Is Intended to determine It substantial work has been accomplished since Issuance of the permit or last inspection; or if the project should be considered abandoned. The Building Code does allow the Building Official to approve a one-time axMnalon up to 180 dava. Extension requests must be In writing and provide satisfactory reasons why clrcumstences beyond the applicant's control have prevented action from being taken. In the event you do not call for the above Inspection or request and receive an extension prior to October 15, 2002, your permit will become null and void and any further work on the project will require a now permit and associated fees. Thank you for your cooperation in this matter, Sincerely, Kathryn A. Stetson Permit Technician Xc: Plant► FNe No.M12000.312 Bob Benedicto, Building Official 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206431 -3665 PLANNING DIVISION COMMENTS, DATE: January 31, 2001 PROJECT NAME: Exodus Phase 2 TI PLAN CHECK NO.: M12000 -312 Plan Reviewer: Contact Nora Oierloff at (206) 431 -3670 if you have any questions regarding the following comments, The footprint of the future parking garage does not meet the required 15 foot setback from the edge of the watercourse buffer. Before coming in with your building permit you must either redesign the footprint, ask for a setback waiver from the Director, or request a buffer reduction based on an enhancement proposal. petina-- DRAINAGE REPORT EXODUS PARKING LOT INTERGATE EAST TUKWILA, WA MI2000 -312 Prepared for; SABEY CONSTRUCTION 12201 Tukwila International Boulevard, 4th Floor Seattle, Washington 98168 (206) - 281 -8700 • • DAVID EVANS AND ASSOCIATES, INC. 1620 W. Marine View Drive, Suite 200 Everett, WA 98201 425 - 259.4099 DASC0012 Revised: January 17, 2001 P11 RECEIVED CITY OF TUKWILA JAN 2 4 ZQQ1 PERMIT CENTER DAVID EVANS AND ASSOCIATES, 312 PROJECT DESCRIPTION The construction of a half -acre parking lot is proposed for building 5. Detention will be provided by 1401f of 10' diameter underground detention pipe. The pipe and control structure riser will detain and release stormwater runoff in accordance with the 1992 DOE manual METHODOLOGY & ASSUMPTIONS • SBUH METHOD AND SCS CN NUMBERS WERE USED FOR HYDROGRAPH GENERATION FOR ALL BASINS • THE RATIONAL METHOD (WSDOT HYDRAULICS MANUAL ) WAS USED TO ESTIMATE PEAK FLOWS AND TO SIZE CONVEYANCE FOR BASINS • TRAVEL TIME TRANSLATION (MANNING'S EQUATION) WAS USED FOR CONVEYANCE ROUTING,, LEVEL POOL ROUTING WAS USED FOR DETENTION FACILITY SIZING, AND UNIFORM FLOW WAS USED FOR BACKWATER CALCULATIONS • StormSHED SOFTWARE (FORMERLY WATERWORKS) WAS USED FOR BOTH HYDROGRAPH GENERATION AND DETENTION DESIGN • 24•HOUR DESIGN STORMS WERE USED AT TIME VARIOUS RECURRENCE INTERVALS LISTED BELOW WITH RAINFALL DEPTHS FOR THE TUKWILA AREA INTERPOLATED FROM ISOPLUVIAL MAPS OF 24•HR STORMS • WEIGHTED RUNOFF CURVE NUMBERS WERE USED FOR DEVELOPED CONDITIONS AS ALLOWED BY DOE FOR CURVE NUMBERS WITHIN 20 CN POINTS OF EACH OTHER, OTHERWISE SEPARATE HYDROORAPHS WERE CALCULATED FOR BOTH PERVIOUS AND IMPERVIOUS AREAS AND THEN COMBINED TO FORM ONE RUNOFF HYDROGRAPH • THE CITY OF TUKWILA SURFACE WATER MANAGEMENT COMPREHENSIVE PLAN INDICATES ALDERWOOD SOILS AS THE SOIL TYPE, THUS HYDROLOGIC SOIL GROUP "C" WAS USED FOR COMPUTATIONS • FOR PURPOSES OF HYDROGRAPH GENERATION, STORMSHED ASSUMES A TC OF 5 MIN FOR ALL TIMES OF CONCENTRATION LESS THAN 5 MIN RAINFALL DEPTHS FOR TUKWILA [6 mo] 1.26 in [2 yr] 2.00 in [5 yr] 2.50 in [10 yr] 3.00 in [25 yr] 3.50 in [ 100 yr] 4.00 in Drainage Report Exodus Parking Page 1 January 17, 2001 1N EXISTING CONDITIONS The site lies north of S. 126th Street and south of building 5. The site is sparsely forested with conifers and mixed brush, Moderate slopes are located along much of the area to be developed. Soils are classified as Alderwood series. The site lies within the Fostoria drainage basin. There are no significant drainage features within the proposed development area. Riverton Creek is located at the base of the proposed development. EXODUS LOT EXISTING BASIN DESCRIPTION: The total basin area tributary to the point of discharge is 1.43 acres and is designated by areas A, E, C, D, and E on the Existing Conditions Map (see following page). The area to be developed is 0.80 acres total, Area D (0.70 ac) + Area E (0.10 ac). Area C will be bypassed around the area of development, therefore it will not be included in the "existing conditions" hydrographs. The northernmost area of the basin, area E, falls off to the north and is lower than the proposed detention structure, therefore an equivalent area of existing asphalt pavement, which is not a part of the new development, will be detained and treated as mitigation for the undetained arca E. These two areas, A and 13, will not be bypassed, but rather detained and treated in the proposed underground pipe, The "existing" land cover for the new development can be best described with a CN of 81. Areas A and 0, which will be exchanged for area E, are paved, however. Their contribution to the total existing basin shall be considered as forested for two reasons, firstly, these areas are being detained as mitigation for a forested area (Area E) and secondly, a CN of 81 or second growth forest provides a conservative estimation of existing conditions (this assumption is currently preferred by DFW), EXODUS LOT EXISTING EVENT SUMMARY: BasiniD Peak Q (cfs) Peak T (hrs) Peak Vol (ac•II) Area ac Method /Loss Raintypo Event EXODUSLOTex 0.05 8.17 0.0403 0.80 SBUfd/SCS TYPEIA EXODUSLOTox EXODUSLOTex 0.15 8.17 0.0876 0.80 SBUH/SCS TYPE I A 10 r 0.27 8.17 0.1414 0.80 SBUH/SCS TYPE I A 100 r DRAINAGE AREA: EXODUS LOT EXISTING Hyd Method: Loss Method: Storm Dur: Inty: Pervious Total SBUFI Hyd SCS CN Number 24.00 hrs 10,00 min Area 0.8000 ac 0,8000 ac Supporting Data: Pervious CN Data: Pervious TC,Data: Flow type: Length: Sheet 233.00 ft Drainage Report Exodus Parking CN 81,00 81,00 Slope: 10.00% TC 0,47 hrs 0.8000 ac Coeff: Travel Time 0.400 28.07 min Page 2 January 17, 2001 tt .r ` • - - t• • • , ,,•," • • '••• •'°'"• Fit ' ' 7-4444‘4,341406.k.'.4 9, DEVELOPED CONDITIONS The construction of a parking garage is proposed for building 5. Detention will be provided by 114 If of 10' diameter underground detention pipe, The pipe and control structure riser will detain and release stormwater runoff in accordance with the 1992 DOE manual. The 2 -yr developed storm will be released at 50% of the predeveloped rate, the 10 -yr developed storm will be released at the predeveloped 10 -yr rate, and the developed 100 -yr storm will be released at the predeveloped 100 -yr rate. A 50% factor of safety will be applied to the detention volume for the 100% impervious basin in accordance with the SWMM. The % impervious cover vs. safety factor graph has been included in the Appendix. Areas A and B, 0.10 acres of existing asphalt pavement, will be detained and treated as mitigation for the northernmost area of development (Area E), which will not be detained (see Developed Conditions Map). The time of concentration for the mitigated basin is slightly longer than the Tc of the actual area of development. Using this longer Tc leads to a more conservative design, but is negligible here, as StormSHED defaults to 5 min for all Tc's which are less than 5 minutes. EXODUS LOT DEVELOPED EVENT SUMMARY: BasintD Peak Q (cfs) Peak T (hrs) Peak Vol (ac•ft) Area ac Method /Loss Ralntypo Event EXODUSLOTdov 0.21 7.83 0.0672 0.80 SBUH/SCS TYPEIA 6 mo EXODUSLOT 4 0.36 7.83 0.1142 —car SBUH/SCS TYPE 1A 2 yr EXODUSLOTdW 0.57 7.83 0.1802 0.80 SBUH/SCS TYPEIA 10 r `EXODUSLOT ov 0.77 7.83 0.2465 0.80 SBU SCSTYPE I A jayr DRAINAGE AREA: EXODUS LOT DEVELOPED Hyd Method: Loss Method: Storm Dur: Inty: Impervious Pervious Total TC Data: Flow type: Sheet Channel Drainage Report Exodus Parking SBUH Hyd SCS CN Number 24.00 hrs 10.00 min Area CN 0.7600 ac 98.00 0.0400 ac 86.00 0.8000 as 97.40 Length: 270.00 ft 237.00 ft Slope: 6.00% 6.00% Cooff: 0.0110 42.000 Travel Time 2.19 min 0.38 min Page 4 January 17, 2001 • MAO 4 1. \ , 1 s / / 1. / / / 1 / / / / / 1 / / / / / / / / / ribirst - 4craiwitgeopiiimill — -,,Ilonfiktsmilisismilimi ig . ...,•Immumworanonue• =N.. * ki.:,‘.•''',N. \ ... . N • ' 1 ) ■ .7,:..7,1h,,, v T I 1 1 1 t I t C 1 1 , I 1 i urionnta irtrAtit me), Oficise 1 4' 4' 00 • A' , ••-• k • - • 11 ••='s • • RIVER1ON CRE.EK IA 2 WAIttiCOVRSci_ -.. I i / I I-- --.■ -11 N 1 :. ' AS ''..,..'s V 4-1' 1 \ • 4 it-- '1 1 i Ott 'E' ,/ 1 _%‘%. _. . E ,i3 Wf TLANd 4 4 4 0 tif ;If 4 j WETLAND sr TYPE 3 'IWETIIAND A \ .v. 1 1 I 1 1 1 4 1 1! l I- 1 11 t 1,111.2SIMIZit It.t3,01, art=1.., t .1 / A 4 .11111111.1111111111. VIIIMINIMPIIIIIPOINIMIP1101111111111•11110111•111111111011••••■ • 4111110111111P 411•••••■■•••1111111111111111.111411•••■••••••••11*. ...•""s1 i / # ie 11 / / 1 I / t1. / I/ r / I / ;1' 11 1 i 1 / I / / / / / / 1 / i • ../ / / ./ / / / — / .1_, x .....4_,I __, .__________ 1 C.'. I (I — 7— II t • N • ■ 4 410 'C' 5 ilTLOIti 4 1 00. • amobatarapa. a a rrFraao a a ) 5.0*: 4005 / it., 4' 7 MINS' (9, Ocp q/ 1 1 10 CONTROL STRUCTURE Descrip: Multiple Orifice Bottom Orif El: Outlet El: Overflow El: Increment 27,64 ft 29.64 ft 36.00 ft 0.10 Orif Coeff: Lowest Diam: out to 2nd: 2nd Diam: 0.62 0.6445 in 4.9700 ft 2.9004 in REQUIRED DETENTION The pipe control structure will consist ofa 2-orifice, 12" diameter riser. The riser will have a restrictor plate with a 5/8" diameter orifice and welded to the base (Elevation 27.64 feet), The second orifice with a 2- 15/16" diameter will be at an elevation of 34.61 feet. The riser will extend up to an overflow elevation of 36.00 feet. Detention will be provided by a 114 LF, 10' diameter detention pipe. The 100 -yr detention volume was multiplied by a 50% factor of safety. The control structure was sized without the safety factor, in accordance with the DOE manual. Dose: Start El: Max El: 114 LP /I.5 .1 76 LP 76 LF of 10' diameter underground pipe 29.64 ft 36.00 ft Stage Volume 29.64 0,00 cf 30.00 266.24 cf 30.50 641.78 cf 31.00 1021.14 cf 31,50 1400.51 cf 32.00 1776,05 cf 32.50 2143,80 of 33.00 2499.58 cf 33.50 2838.70 of 34.00 3155.80 of 34.50 3444,21 cf 35,00 3695.00 cf 35,40 3859.44 cf 35.50 3894.08 of 35.60 3925.57 of 35.70 3953,48 cf 35.80 3977.17 cf 35.90 3995.55 cf 36,00 4005,66 cf Drainage Report Exodus Parking This table represents the stage- "live "storage relationship fora 10' diameter, 76 LF circular pipe. The pipe invert elevation is 26,00 fret and the starting stage is 29.64. The top of the pipe is at elevation 36.00 Page 6 January 17, 2001 CONTROL STRUCTURE PERFORMANCE This data is the control structure performance for the above listed stage - storage relationship and the control structure. 2 yr Match Q: 0.0260 cfs Peak Out Q: 0.0251 cfs Peak Stg; 34.61 ft Active Vol: 3499.03 cf 10 yr Match Q: 0.1532 cfs Peak Out Q: 0.1188 cfs Peak Stg: 34.78 ft Active Vol: 3582.71 cf 100 yr Match Q: 0.2735 cfs Peak Out Q: 0.2732 cfs Peak Stg; 35.76 ft Active Vol: 3968.76 cf The 100 -year detention volume is 3,969 x 1.50 ft 5,954 cf DESIGN DETENTION Detention will be provided by a 114 LF, 10' diameter detention pipe. Desc: Start El: Max El: 114 LF of 10' diameter undergound pipe 29.64 ft 36.00 ft Stage Volume 29,64 0.00 cf 30.00 399.56 cf 30.50 962.86 cf 31.00 1531;91 cf 31,50 2100.96 cf 32.00 2664,26 cf 32.50 3215.90 cf 33.00 3749.56 cf 33.50 4258.18 cf 34.00 4733.89 cf 34.50 5166.51 cf 35.00 5542,70 cf 35.40 5789.35 cf 35.50 5841.31 of 35.60 5888.55 cf 35.70 5930.41 cf 35,80 5965.95 cf 35.90 5993.52 cf 36.00 6008.68 cf This table represents the stage - "Iive "storage relationship for a 10' diameter, 114 LF circular pipe. The pipe invert elevation is 26.00 feet and the starting stage is 29.64. The top of tho pipe is at elevation 36.00 CONTROL STRUCTURE PERFORMANCE This data is the control control structure. Match Q: 0 Match Q: 0 Match Q: 0 2 yr 10 yr 100 yr Drainage Report Exodus Parking structure performance for the .0260 cfs Peak Out Q: 0.0207 .1532 cfs Peak Out Q: 0.0708 .2735 cfs Peak Out Q: 0.1352 above listed stage - storage relationship (design pipe) and cfs - Peak Stg; 33.01 ft - Active Vol: 3758.45 cf cfs - Peak Stg: 34.65 ft - Active Vol: 0.12 acft cfs - Peak Stg: 34.84 ft - Active Vol: 0.12 acft Page 7 January 17, 2001 WATER QUALITY INS Water quality will be provided by dead storage in the underground detention pipe. This volume is equivalent to the amount of runoff generated by the six -month frequency, 24 -hour storm in accordance with the DOE manual. This volume is 0.0672 ac -ft (2,926 cf). Approximately 2,945 will be provided. The following table is the stage - storage relationship for the 114 LP, 10' diameter detention pipe from the invert at elevation 26.00 feet to the outfall invert at 29.64 feet. Stage (ft) Vol (el) 26 0 26.5 167.3688 27 465.9782 27.5 842.1717 28 1274.791 28.5 1750.427 29 2259.119 29.5 2792.778 29,64 2944.86 *Note: a complete stage - storage table for the pipe and level pool routing results for the 100 -year storm have boon provided at the end of this report. 5,954 cf + 2,945 cf M 8,899 cf 114 x tr (10)2/4 IN 8,953 cf o.k. EMERGENCY OVERFLOW The following calculation demonstrates that the overflow riser has sufficient capacity to convey the 100 -yr storm if the orifices become plugged. QI00, undetained 0.77 cfs Riser Diem (ft): 12 in. Orifice cd: 3.782 Weir cd: 9.739 Starting Elov from top of riser (ft): 0.0 ft, Max El (ft): 1 ft. 0.77 cfs requires between 0.2 And 0.3 feet of clearance between the top of the riser and top of O. >12 inches is provided Drainage Report Exodus Parking Page 8 January 17, 2001 P CONVEYANCE CALCULATIONS This facility will discharge into the existing storm drainage system for the immediate area surrounding building 5. This system is tributary to Riverton Creek and the Duwamish River. This conveyance system has adequate capacity to convey the 100 -year storm for the developed basin, as displayed on the following spreadsheet. Upstream tributary area is limited to a small portion of the access leading south, up to S 126th Street. This area will be bypassed as shown on the construction plans. The discharge from this bypass area has been taken into account in the "downstream" backwater analysis, The map for the upstream conveyance is figure 3 and for the downstream conveyance is figure 4. Event Summa r': BasinlD Peak Q (cfs) Peak T (hrs) Peak Vol (ac -ft) Area ac Method /Loss SBUH/SCS Raintype TYPEIA Event 100 yr AREA C — 0,26 8.00 0.1085 0.53 Drainage Area: AREA C Hyd Method: S®UH Hyd Peak Factor: 484.00 Storm Dur: 24.00 hrs Area 0.530 ac 0.530 ac Pervious Total Supporting Data: Pervious CN Data: Pervious TC Data: Flow typo: Length: Sheet 248.00 ft Channel 160.00 ft Drainage Report Exodus Parking Loss Method: SCS CN Number SCS Abs: 0.20 Inty: 10.00 min CN TC 85.00 0.28 hrs 85.00 0.5300 ac Slope: Coon': 6.00% 0.1500 4.00% 42.0000 CN of 85 Is used hero to bettor represent the land cover, which Is partially pasture and partially forested. This allows a conservative estimate of runoff for conveyance calcs. 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X '•eff —OM/ ) L.. 1 APPROXIMATE LOCATION CREEK CENTERLINE =r..i. -A,44:ki.iMDA. 1 X 63 64 • • --------- x — .‘" • 4, 4, ..1A:1101 •pa, 21, Isfaramarialt. ar If c,-.3yA sas — • ••"-- PC ot 4) / • 4•°° .0>" 644C 66 63_ e 0,-.1.°111..05.' fve-wAt .0 POMP KIM./ Nosoaymeact-i4,4•10,40**0 t• 113,0t)"*, t,t,ort.trer '—cs.... 49 TS' Sflt.”1,1/1211,* APPD• 3 ;CALE: AAA. pATE: 12-21-00 FROMM': 9ASC0012 iltra&Lig. #461 DAVID EVANS AND ASSOCIATES, I6E0 WEST MARINE YIEI/ Int SUITE 200 EVERETT• TIA OIRDI 425.240.4099 UPSTREAM CONVEYANCE BASINS EXODUS BUILDING PARKING INTERGATE EAST FOR BARRY CORPORATION [twigs Lc,. 4& loom I 4, MI.10.11•../.11 00111141 Se" 10"almi, 1111110011.00 .0111.10•01.1M, 11,..•■•■••••■••• 1)m 1222 2 2 2 z TIMM" Daces . 0 (VPSP51V ALL tin I 41) • - /tiert too N44 fl5i it sisiffifl: amommrionnis. SC* 0:.• =Mgt 0.17111t 71/0■• 11.24. s 0441)°,54,4ty IMO•014' c c• -t ',Jot 4 14 .1$50 if IA" 4.13 53 (5)00ii • i404411U1if r I 4 t 8 • NI* t b 1 6PC. Ot RI 4. / f/U2 l i fou.iti 67 if lir E 14 t if 111" 4.14 47 if 1ff .14 15 It IV 5.14 57 if 'r L.14 47 i---..--- ----, co smog 04 If 15 IN=14 if IV 0004 49 ••••..e/ 10 Duatiedi 5 411011110b almesesr 1 3)CIPSP\11/ GH %AU. z 0 i\) N 0 .h • s: spot' s :saaceti — -,;71 r - - - ---------------- r.11 44871 ;e51 rft $ 71 411X) -P PC 4 aglIfija,„„„„,„*W11. P11_..P.r 1. (Vfryc'ill.V CB IE Ft:v=1E1.25 18- N.15.12 IE 18- E=1390 ■E :6" ir,1390 - - P(uP)- - - g - - Pi 6)AV 0 1 — TOP BANK PIM It t St RI CR 62 1! 19 4.14 47 tt 15" l47 It 11 (-1447 c� Pit...1884 st I N.14 19 rt 15 00-14.59 - - - rs. woestet,onrs--, r=swe nr u14.1 •/11/11 111414n0 IsNASNISPRAF.PCO1004\0.PKA.40,1 ARK). 4 ce. 4 SHEETS S A : DAVE: 12-21-00 DRAWN: RIO PROJECT: OASCOOI2 CHECKED: EFS ruz NAME. DAVID EVANS AND ASSOCIATES. 1620 WEST MARINE VIEW DR. SUITE EDO EVE0ETT. WA 06201 426.250.4000 DOWNSTREAM CONVEYANCE BASINS EXODUS BUILDING PARKING INTERGATE EAST FOR RABET CORPORATION JAW IL 1001_ j 1 (Th • APPENDIX • • '1 • • ." • , • ■ • Drainage Report • Exodus Parking Page 13 January 17, 2001 Diam (ft): 10 ft, Slope ( %): 0 Table increment (ft): 0.25 ft. Length (ft): 114 ft. Starting EIev (ft): 26 ft. Toggle for SINUS Units US Units Stage (ft) Vol (cf) Stage (ft) Vol (cf) Stage (ft) Vol (cf) 26 0 29.75 3066.7556 33,5 7203.1122 26.25 59.6306 30 3344.4158 33.75 7445.6282 26.5 167,3688 30.25 3624,9867 34 7678.7477 26.75 305.0804 305.0804 30.5 3907.721 34.25 7901.1633 27 465.9782 30.75 4191.8883 34.5 8111.3674 27.25 645.9692 31 4476.7695 34.75 8307.5698 27.5 842.1717 _ 31.25 4761.6507 35 27.75 1052.3758 31.5 504 5 8 35.25 8648.4587 28 1274.7914 31.75 5328.5524 35.5 8786.1702 28.25 �+ 1507.9109 .�. 32 5609.1233 35.75 8893.9084 28.5 1750.4268 32,25 r 5886,7834 36 8953.5391 28.75 2001.1792 32.5 6160.7616 _. 29 2259.1193 32.75 6430,255 29.25 2523.2841 33 6694 Ai98 - ~ 27 2.777 S� ~si9.5 33.25 6952,3599 CLEARHIS RLPCOMPUTE (RLPEXODUSj DETAILED 100 yr event Time 11 12 00.00 0.00 0.00 70.00 0.01 0.01 50.00 0,02 0.02 90,00 0.03 0.03 100.00 0,04 0.04 110,00 0.04 0.04 120.00 0.05 0.05 130.00 0,05 0.05 140.00 0.06 0.06 160.00 0.07 0.07 160,00 0.07 0.07 170.00 0.07 0.07 180,00 0.07 0,07 190.00 0.08 0.08 200.00 0.08 0.08 210,00 0.08 0.08 220,00 0,08 0.08 230.00 0,09 0.09 240,00 0.09 0.09 250,00 0.09 0.09 260,00 0,10 0,10 270.00 0,11 0.11 280.00 0,11 0.11 290,00 0.11 0.11 300.00 0.12 0.12 310.00 0.12 0,12 320.00 0.13 0.13 330.00 0.14 0,14 28 Sum 1 +28 01 028 Eliv 0.00 0.01 0.00 0.01 29.84 0.01 0,06 0.00 0.05 29.65 0.04 • 0.09 0.00 0.09 29.68 0.09 0.16 0.00 0.15 29.85 0.15 0.23 0.00 0.23 29.70 0.22 0,32 0.00 0.31 29.73 0.31 0.41 0,00 0.41 20.78 0.40 0.52 0,00 0.51 2040 0,51 0,64 0.01 0.89 29.85 0,82 0.76 0.01 0.75 29.89 0.75 0.89 0.01 0.58 29.94 0.88 1.02 . 0.01 1.02 30.00 1.01 1.16 0,01 1.15 30.05 1.15 1.30 0.01 1.29 30,10 1.29 1.45 0.01 1.44 30.16 1,43 1.59 0.01 1.58 30,22 1.57 1.74 0.01 1.73 30.27 1.73 1,90 0.01 1.89 30.33 1,88 2.07 0,01 2,06 30,40 2,05 2.24 0.01 2.23 30,46 2,22 2,42 0.01 2,41 30.53 2.40 2.61 0.01 2.60 30,60 2.59 2.81 0.01 2.80 30.68 2,79 3,03 0.01 3.01 30,76 3.00 3.24 0.01 3.23 30.84 3.22 3.47 0,01 3.46 30.93 3,44 3.71 0.01 3.69 31,02 3.68 3.95 0.01 3.94 31.11 `.3§ ig 340.00 0.14 0.14 3.92 4.20 0.01 4.19 31.21 350.00 0.14 0.14 4.17 4.47 0.01 4.45 31.30 380.00 0.15 0.15 4.44 4.74 0.01 4.72 31.41 370.00 0.15 0.15 4,71 5.02 0.02 5.01 31,52 380.00 0.17 0.17 4.99 5.34 0.02 5.32 31.63 390.00 0.18 0.18 5.31 5.66 0.02 5.64 31.75 400.00 0.18 0.18 5.83 6.00 0.02 5.99 31.88 410.00 0.20 0.20 5.97 6.39 0.02 6.37 32.02 420,00 0,22 0.22 6.35 6,79 0.02 6,77 32,18 430.00 0,21 0.21 6.75 7,21 0.02 7.19 32.34 440.00 0,24 0.24 7.17 7,88 0.02 7.68 32,51 450,00 0.26 0.26 7.64 8,17 0.02 8,15 32,71 460,00 0.26 0,28 8.13 8.94 0.02 8.92 32.91 470.00 0,58 0.58 8.90 10.23 0.02 10.21 33.25 480.00 0.77 0,77 10,18 11.67 0,02 11.84 33.84 490.00 0.71 0.71 11.62 12,82 0.03 12,79 34,58 500.00 0,49 0.49 12,59 13,38 0,20 13.18 35,20 510.00 0.31 0,31 12,94 13.61 0,24 13,37 35.47 520.00 0,36 0.38 13,12 13.78 0.28 13,50 35,63 530.00 0.28 0,28 13,23 13,76 0.27 13,49 35,76 540,00 0.25 0,25 13.21 13,72 0.27 13.45 35,75 550.00 0,28 0.28 13.18 13.65 0.27 13,38 35.70 580,00 0.21 0.21 13,12 13,52 0.26 13,28 35.64 570.00 0.18 0,18 13.02 13,39 0,25 13,15 35.53 580.00 0,19 0,19 12.91 13,28 0,24 13,05 35,44 590,00 0.18 0.18 12,82 13.17 0.23 12,94 35,37 800.00 0.17 0.17 12,73 13,07 0,22 12.85 35.30 610.00 0,17 0,17 12.85 12.98 0,21 12.77 35.24 620,00 0,16 0,18 12,57 12.88 0.20 12.68 35.19 830,00 0.16 0.15 12.49 12.80 0,19 12,61 35,13 640.00 0.10 0.15 12,42 12.72 0.18 12.54 35.08 850.00 0.14 0.14 12,38 12.85 0,18 12,47 35,04 660.00 0,14 0,14 12.31 12,59 0.17 12.42 34,99 870.00 0.14 0,14 12.26 12.53 0.18 12.37 34,96 880.00 0.14 0.14 12,22 12.49 0.18 12,33 34,94 690.00 0.13 0,13 12.18 12,44 0,15 12.29 34,92 700.00 0.13 0.13 12.14 12.41 0.16 12.28 34.90 710.00 0.13 0,13 12.12 12.37 0.14 12.23 34.68 720,00 0.13 0.13 12.09 12.34 0.14 12.20 34,86 730.00 0.13 0.13 12,07 12.32 0.14 12.18 34,85 740,00 0.12 0.12 12.05 12 29 0.13 12,18 34.84 760.00 0.12 0.12 12.02 12.27 0,13 12.14 34.82 760.00 0.12 0.12 12.01 12.25 0.13 12.12 34,81 770,00 0.12 0,12 11,99 12,22 0,13 12.10 34,50 780,00 0.11 0.11 11,97 12.20 0.12 12.08 34.79 790.00 0.12 0.12 11,90 12.19 0.12 12,07 34,79 800.00 0,12 0.12 11.95 12.18 0.12 .12.06 34.78 810,00 0,12 0.12 11.94 12,17 0.12 12.05 34,77 820.00 0,12 0.12 11,94 12,16 0,12 12,04 34.77 830,00 0,11 0.11 11,93 12,15 0.12 12,03 34,77 840.00 0.11 0.11 11.92 12.13 0,11 12.02 34,78 850.00 0,11 0,11 11,91 12.13 0.11 12.01 34.70 860.00 0,11 0.11 11.90 12,12 0,11 12.01 34.75 870.00 0.11 0.11 11.90 12.12 0.11 12.00 34,75 880.00 0,11 0.11 11.89 12,11 0.11 12.00 34.75 890.00 0.10 0.10 11.89 12.10 0,11 11.99 34.74 900,00 0.10 0.10 11.88 12.08 0.11 11.98 34.74 910.00 0,10 0.10 11.87 12.08 0.11 11.97 34,73 920.00 0,10 0,10 11.87 12,07 0.10 11.97 34.73 930.00 0.10 0,10 11.86 12.07 0,10 11.96 34,73 940.00 0.10 0.10 11.86 12.06 0.10 11,96 34.73 960.00 0,10 0,10 11.66 12.05 0,10 11.95 34,72 960.00 0,10 0,10 11.85 12.04 0.10 11.94 34,72 970,00 0.10 0.10 11.84 12,03 0.10 11.93 34,71 980.00 0.10 0.10 11.83 12.03 0.10 11.93 34,71 990.00 0.10 0.10 11.83 12.02 0.10 11.93 34.71 1000.00 0.10 0.10 11.83 12.02 0,10 11,92 34.71 1010.00 0.10 0.10 11.83 12.02 0.10 11.92 34.71 1020,00 0.10 0.10 11.83 12.02 0.10 11.92 34.71 1030.00 0.10 0.10 11.83 12.01 0.10 11.92 34.71 1040.00 0.09 0.09 11.82 12.00 0.10 11.91 34.70 1050.00 0.09 0.09 11.81 11.99 0.09 11.90 34.70 1060.00 0.09 0.09 11.81 11.99 0.09 11,90 34.70 1070,00 0.09 0.09 11.80 11.98 0.09 11.89 34.69 1080.00 0.09 0.09 11.80 11,98 0.09 11.89 34.89 1090.00 0.09 0.09 11.80 11.98 0.09 11.89 34.69 1100.00 0.09 0.09 11.80 11.96 0.09 11.88 34.69 1110.00 0.08 0.08 11.79 11,95 0.09 11.87 34.68 1120,00 0.08 0.08 11,78 11,95 0.09 11.88 34.68 1130,00 0.08 0.08 11.78 11,94 0.08 11.86 34.68 1140,00 0.08 0.08 11.78 11,94 0.08 11.88 34.88 1150.00 0,08 0.08 11.77 11,94 0.08 11.85 34.88 1160.00 0.08 0.08 11,77 11,93 0.08 11.84 34.87 1170,00 0.08 0.08 11,76 11.92 0,08 11,84 34.87 1180.00 0.08 0.08 11.78 11.91 0.08 11.83 34.87 1190.00 0,08 0.08 11,75 11,91 0.08 11,83 34.68 1200.00 0.08 0.08 11,75 11.91 0.08 11.83 34.68 1210.00 0.08 0.08 11,76 11,91 0,08 11,83 34.68 1220,00 0.08 0.08 11,75 11,91 0,08 11.83 34.68 1230.00 0,08 0,08 11,75 11,91 0.08 11.83 34,66 1240,00 0.08 0.08 11,75 11,91 0.08 11.83 34.68 1250,00 0,08 0.08 11,78 11.91 0.08 11.83 34.68 1280,00 0,08 0.08 11.75 11.91 0.08 11.83 34.68 1270,00 0,08 0.08 11.75 11,91 0,08 11.83 34.68 1280,00 0.08 0.08 11.76 11.91 0,08 11,83 34.66 1290,00 0.08 0.08 11,75 11,91 0.08 11.83 34.68 1300,00 0.08 0.08 11.76 11.91 0,08 11.83 34.86 1310,00 0,08 0.08 11,76 11.91 0.08 11,83 34,68 1320,00 0,08 0,08 11.76 11,01 0,08 11,83 34,66 1330,00 0,08 0,08 11.76 11.90 0.08 11.82 34.88 1340.00 0,07 0.07 11,75 11.89 0.08 11.82 34.68 1350.00 0,07 0.07 11,74 11,88 0.07 11.81 34.68 1360.00 0.07 0.07 11.74 11.88 0.07 11.80 34,66 1370.00 0.07 0,07 11,73 11,87 0.07 11.80 34.66 1380.00 0.07 0.07 11,73 11.87 0,07 11.80 34,66 1390.00 0,07 0.07 11.73 11,87 0.07 11,80 34,86 1400.00 0.07 0.07 11,73 11,87 0.07 11.80 34116 1410.00 0.07 0.07 11,73 11.87 0.07 11.80 34,66 1420.00 0.07 0,07 11,73 11.87 0.07 11,80 34,66 1430.00 0.07 0.07 11,73 11,87 0.07 11.60 34.65 1440.00 0.07 0.07 11,73 11.87 0.07 11,80 34.65 1460.00 0.07 0,07 11.73 11.83 0,07 11.76 34.66 1460.00 0.03 0.03 11.70 11,72 0.08 11.07 34.63 1470.00 0.00 0,00 11.64 11.64 0,03 11.62 34.60 1480.00 0,00 0.00 11.69 11.59 0.03 11,57 34,57 1490.00 0.00 0.00 11.64 11.54 0.02 11,52 34,64 1600.00 0.00 0.00 11.49 11.49 0.02 11.47 34,61 1510.00 0.00 0.00 11.44 11.44 0.02 11.42 34.48 1520.00 0.00 0.00 11.39 11.39 0.02 11.37 34.46 1530,00 0.00 0.00 11,34 11.34 0.02 11,32 34.43 1640.00 0.00 0.00 11,29 11,29 0.02 11.27 34.40 1550.00 0.00 0.00 11,24 11.24 0.02 11,22 34.38 1560.00 0.00 0.00 11.19 11.19 0.02 11.17 34.35 1570.00 0.00 0,00 11.16 11.15 0.02 11,12 34.33 1580.00 0,00 0.00 11.10 11.10 0,02 11.07 34.30 1690.00 0.00 0,00 11.05 11.05 0.02 11,02 34.28 1500,00 0.00 0.00 11.00 11.00 0,02 10,98 34.25 1610,00 0,00 0.00 10,95 10,95 0.02 10.93 34.22 1620,00 0.00 0.00 10,90 10.90 0,02 10.88 34.20 1630,00 0,00 0,00 10,86 10.86 0.02 10.83 34.17 1640.00 0.00 0,00 10,81 10.81 0.02 10.78 34.15 1650.00 0.00 0,00 10,76 10,76 0.02 10.74 34.12 1660.00 0.00 0.00 10.71 10.71 0,02 10.59 34.10 1670,00 0.00 0.00 10.66 10,66 0.02 10.64 34.08 1680,00 0.00 0.00 10.52 10.62 0.02 10.69 34.05 1690.00 0.00 0.00 10.57 10.57 0.02 10.55 34.03 1700.00 0.00 0.00 10.52 10.52 0.02 10.50 34.00 1710.00 0.00 0.00 10.48 10.48 0.02 10.45 33.98 1720.00 0.00 0.00 10.43 10.43 0.02 10.40 33.96 1730,00 0.00 0.00 10.38 10,38 0.02 10.36 33.93 7 i j 1740.00 0.00 0.00 10.33 10.33 0.02 10.31 33.91 1750.00 0.00 0.00 10.29 10.29 0.02 10.27 33.89 1780.00 0.00 0.00 10.24 10.24 0.02 10.22 33.87 1770.00 0.00 0.00 10.20 10.20 0.02 10.17 33.85 1780.00 0,00 0.00 10.15 10.15 0.02 10,13 33.82 1790.00 0.00 0.00 10.10 10,10 0.02 10.08 33.80 1800.00 0.00 0.00 10.06 10.06 0,02 10.03 33.78 1810,00 0.00 0.00 10.01 10,01 0.02 9.99 33.76 1820.00 0,00 0.00 9.97 9.97 0.02 9.94 33.74 1830.00 0.00 0.00 9.92 9.92 0.02 9.90 33,72 1840,00 0.00 0.00 9.87 9.87 0.02 9.85 33.70 1850,00 0.00 0.00 9.83 9.83 0.02 9.81 33.87 1860.00 0,00 0.00 9.78 9.78 0.02 9.76 33.65 1870,00 0.00 0.00 9.74 9,74 0.02 9,72 33.83 1880,00 0.00 0.00 9.69 9.69 0.02 9.87 33.61 1890.00 0,00 0.00 9.65 9.65 0.02 9.63 33.59 1900.00 0,00 0.00 9.80 9.80 0,02 9,58 33,57 1910,00 0,00 0,00 9.56 9.58 0,02 9,54 33,55 1920.00 0.00 0.00 9.52 9,52 0.02 9.49 33,53 1930.00 0.00 0,00 9.47 9.47 0,02 9.45 33.50 1940.00 0.00 0.00 9.43 9.43 0.02 9.40 33,48 1950,00 0.00 0,00 9.38 9,38 0.02 9,38 33.48 1960.00 0.00 0.00 9,34 9.34 0,02 9,32 33.45 1970.00 0.00 0.00 9.29 9,29 0.02 9.27 33.43 1980.00 0.00 0,00 9,25 9,25 0,02 9,23 33.41 1990.00 0.00 0.00 9,21 9.21 0,02 9.19 33.39 2000.00 0.00 0.00 9.18 9.16 0,02 9,14 33.37 2010.00 0,00 0.00 9,12 9.12 0.02 9.10 33,35 2020.00 0,00 0,00 9,08 9,08 0,02 9,08 33,33 2030,00 0.00 0.00 9.03 9,03 0.02 9,01 33.31 2040.00 0.00 0.00 8,99 8,99 0.02 8.97 33.29 2050,00 0.00 0.00 8,95 8.95 0.02 8.93 33,27 2060,00 0,00 0.00 8.90 8.90 0.02 8,88 33.26 2070.00 0,00 0,00 8,86 8.88 0,02 8.84 33.23 2080.00 0.00 0.00 8.82 8.82 0,02 8,80 33.22 2090.00 0.00 0.00 8,78 8.78 0.02 8.78 33,20 2100.00 0.00 0.00 8.73 8.73 0,02 8,71 33.18 2110.00 0,00 0.00 8,69 8,69 0.02 8.67 33.16 2120.00 0.00 0,00 8.85 8.85 0,02 8.63 33.14 2130.00 0.00 0.00 8.01 8.61 0,02 8.69 33.12 2140,00 0.00 0.00 8.67 8.57 0.02 8.64 33.10 2150.00 0.00 0.00 8.52 8,62 0.02 8.50 33.08 2160.00 0,00 0.00 8,48 8.48 0,02 8,46 33.07 2170.00 0.00 0.00 8.44 8.44 0.02 8.42 33.05 2180.00 0.00 0,00 8.40 8.40 0,02 8.38 33.03 2190.00 0,00 0.00 8.38 8.36 0.02 8.34 33.01 2200.00 0.00 0.00 8.32 8.32 0.02 8,29 32.99 2210.00 0.00 0.00 8.27 8.27 0.02 8,25 32.98 2220.00 0.00 0.00 8,23 8.23 0,02 8.21 32.96 2230.00 0.00 0,00 6.19 8.19 0.02 8.17 32.94 2240,00 0,00 0,00 8.15 8,15 0.02 8.13 32.92 2250.00 0.00 0.00 8,11 8.11 0.02 8,09 32,91 2260.00 0,00 0.00 8.07 8,07 0.02 8.05 32.89 2270,00 0.00 0.00 8.03 8.03 0,02 8.01 32,87 2280.00 0,00 0,00 7,99 749 0,02 7.97 32.86 2290,00 0.00 0.00 7.95 7.95 0,02 7.93 32.84 2300.00 0,00 0.00 7,91 7.91 0.02 7.89 32.82 2310,00 0,00 0.00 7.87 7.87 0.02 7.86 32.80 2320,00 0,00 0,00 7.83 7,83 0.02 7.81 32,79 2330,00 0,00 0,00 7.79 7.79 0.02 7,77 32.77 2340.00 0.00 0.00 7,75 7,75 0.02 7.73 32,75 2350.00 0.00 0.00 7.71 7.71 0.02 7.69 32.74 2360.00 0.00 0.00 7.67 7,67 0.02 7.65 32.72 2370.00 0,00 0,00 7.63 7.63 0.02 7.61 32.70 2380.00 0,00 0.00 7.59 7.59 0.02 7.57 32.69 2390.00 0.00 0.00 7.55 7.55 0.02 7,53 32.67 2400,00 0.00 0.00 7.51 7.51 0.02 7.49 32,65 2410,00 0.00 0.00 7.47 7.47 0,02 7.45 32.64 2420,00 0.00 0.00 7.43 7,43 0,02 7.41 32.62 2430.00 0.00 0,00 7.39 7.39 0.02 7.37 32.60 2440.00 0.00 0.00 7.36 7.36 0.02 7.34 32.59 2450.00 0.00 0.00 7.32 7.32 0.02 7.30 32.57 2480,00 0.00 0.00 7.28 7.28 0.02 7.26 32.56 2470.00 0.00 0.00 7.24 7.24 0.02 7.22 32.54 2480.00 0.00 0.00 7.20 7.20 0.02 7.18 32.52 2490.00 0.00 0.00 7.16 7.16 0.02 7.14 32.51 2500.00 0.00 0.00 7.13 7.13 0.02 7.11 32.49 2510.00 0.00 0.00 7.09 7.09 0.02 7.07 32.48 2520.00 0.00 0.00 7.05 7.05 0.02 7.03 32.46 2530.00 0.00 0.00 7.01 7.01 0.02 6.99 32.45 2540.00 0.00 0.00 8.97 6.97 0.02 6,95 32.43 2550.00 0.00 0.00 6.94 6.94 0.02 6.92 32.41 2560.00 0.00 0.00 6,90 6.90 0.02 6.88 32.40 2670.00 0.00 0.00 6.86 6.86 0.02 8.84 32.38 2580.00 0,00 0.00 8.82 8.82 0.02 6.81 32,37 2590.00 0.00 0.00 8,79 6.79 0,02 6,77 32,35 2600,00 0.00 0.00 6,75 8.75 0,02 6,73 32.34 2810.00 0.00 0.00 8,71 6.71 0.02 6.69 32.32 2620,00 0,00 0,00 8.88 8.88 0.02 8.88 32.31 2830,00 0.00 0.00 6.84 8,84 0,02 8.62 32,29 2640.00 0.00 0.00 8.80 8.80 0,02 0,58 32,28 2850.00 0,00 0.00 8,57 8.57 0.02 8,55 32,26 2880.00 0.00 0,00 6,53 8.53 0.02 8.51 32.25 2870.00 0.00 0.00 8.49 8.49 0.02 8.47 32.23 2880,00 0.00 0,00 8.46 8.48 0.02 8,44 32,22 2890.00 0.00 0,00 8.42 8.42 0,02 6.40 32.20 2700,00 0.00 0.00 6.38 0,38 0.02 8.37 32.19 2710.00 0.00 0.00 8.35 6,35 0.02 8,33 32.17 2720.00 0.00 0.00 8.31 6.31 0.02 8,29 32.18 2730.00 0,00 0,00 6,28 8,28 0,02 8.26 32.15 2740.00 0.00 0.00 8.24 8,24 0.02 8.22 32,13 2750.00 0.00 0,00 8.21 6.21 0.02 8.19 32.12 2780.00 0,00 0.00 8.17 6.17 0.02 8.15 32.10 2770,00 0.00 0.00 6.13 6,13 0.02 8.12 32.09 2780.00 0.00 0,00 8.10 6,10 0.02 8,08 32.07 2790.00 0,00 0.00 8,08 6.06 0,02 6,05 32,08 2800.00 0.00 0.00 8.03 8,03 0.02 6.01 32.04 2810.00 0.00 0.00 5,99 5.99 0.02 5.98 32.03 2820.00 0.00 0.00 5.98 5,96 0.02 5.94 32.02 2830.00 0.00 0.00 5,93 5,93 0.02 5.91 32.00 2840.00 0.00 0.00 5.89 5.89 0.02 5,87 31,99 2850.00 0.00 0.00 5.88 5.86 0.02 5.84 31.97 2860,00 0.00 0.00 5.82 5.82 0.02 6.80 31.96 2870.00 0.00 0.00 5,79 5.79 0.02 6,77 31.95 2880.00 0.00 0.00 5.75 5.75 0.02 6,74 31.93 2890.00 0.00 0,00 5,72 5.72 0.02 6,70 31.92 2900,00 0.00 0.00 5.69 5.69 0.02 5.87 31.91 2910.00 0.00 0.00 5.65 5,65 0.02 5.63 31.89 2920.00 0.00 0,00 5,62 5.62 0.02 5,60 31.88 2930.00 0.00 0.00 5.68 5.58 0.02 6.67 31.87 2940.00 0.00 0,00 5.55 5.55 0.02 5.53 31.85 2950,00 0.00 0.00 5.52 5.52 0,02 5.50 31,84 2960.00 0.00 0.00 6,48 5.48 0.02 6.47 31,83 2970.00 0.00 0.00 5.45 5.45 0.02 5.43 31.81 2980.00 0.00 0.00 5.42 5.42 0.02 5.40 31.80 2990.00 0,00 0.00 5.38 5.38 0.02 6.37 31.79 3000.00 0,00 0.00 5.35 5.35 0.02 5.33 31.77 3010.00 0.00 0.00 5.32 5,32 0.02 5.30 31,76 3020,00 0.00 0.00 5.29 5.29 0,02 5.27 31,75 3030.00 0.00 0,00 5.25 5,25 0.02 5,24 31.73 3040.00 0.00 0,00 5,22 5.22 0,02 5,20 31.72 3050.00 0.00 0,00 5.19 5,19 0,02 5,17 31,71 3060.00 0.00 0.00 5.15 5.15 0.02 5.14 31,69 3070,00 0,00 0.00 5.12 5.12 0.02 5.11 31.68 3080.00 0.00 0,00 5.09 5.09 0.02 5.07 31.67 3090.00 0.00 0.00 5.06 5.06 0.02 5.04 31,66 3100.00 0,00 0.00 5.03 5.03 0,02 5.01 31.64 3110.00 0.00 0,00 4.99 4.99 0.02 4.98 31.63 3120,00 0.00 0.00 4.96 4.96 0.02 4.95 31.62 3130.00 0.00 0,00 4.93 4.93 0,02 4.92 31,61 3140.00 0.00 0.00 4.90 4.90 0.02 4.88 31.59 3150.00 0.00 0.00 4.87 4.87 0.02 4.85 31.58 3180.00 0.00 0.00 4.84 4.84 0.02 4.82 31.57 3170.00 0.00 0.00 4.81 4.81 0.02 4.79 31.55 3180.00 0.00 0.00 4.77 4.77 0.02 4.78 31.54 3190.00 0.00 0.00 4.74 4.74 0.02 4.73 31.53 3200.00 0.00 0.00 4.71 4,71 0.02 4.70 31.52 3210,00 0.00 0.00 4.88 4.88 0.02 4.87 3151 3220.00 0.00 0.00 4.85 4.85 0.02 4.84 31.49 3230.00 0.00 0.00 4.82 4.82 0.02 4.81 31.48 3240.00 0.00 0.00 4.59 4.59 0.02 4.57 31.47 3250.00 0.00 0,00 4.58 4.58 0.02 4.54 31.48 3260,00 0.00 0.00 4.53 4,53 0.02 4.51 31.44 3270.00 0.00 0.00 4.50 4,50 0.02 4.48 31.43 3280.00 0,00 0.00 4.47 4.47 0.02 4.45 31.42 3290.00 0.00 0.00 4.44 4.44 0.01 4.42 31.41 3300.00 0,00 0.00 4.41 4.41 0.01 4,39 31.40 3310.00 0.00 0.00 4.38 4,38 0.01 4.38 31,39 3320.00 0.00 0.00 4,35 4,35 0.01 4.33 31.37 3330.00 0,00 0,00 4.32 4,32 0,01 4,30 31.36 3340.00 0,00 0.00 4.29 4.29 0.01 4.28 31,35 3350.00 0.00 0.00 4.26 4.28 0.01 4,25 31.34 3360.00 0,00 0,00 4,23 4.23 0,01 4.22 31,33 3370,00 0.00 0.00 4,20 4.20 0,01 4.19 31.32 3380.00 0,00 0,00 4.17 4.17 0,01 4.16 31.30 3390.00 0.00 0,00 4.14 4,14 0.01 4,13 31.29 3400.00 0.00 0.00 4.11 4,11 0.01 4,10 31.28 3410.00 0,00 0.00 4,09 4.09 0,01 4.07 31.27 3420,00 0.00 0.00 4.06 4.06 0,01 4,04 31,28 3430,00 0.00 0,00 4.03 4.03 0,01 4.01 31,25 3440,00 0.00 0.00 4.00 4,00 0,01 3.99 31.24 3450.00 0.00 0.00 3.97 3,97 0,01 3.96 31,22 3460.00 0.00 0.00 3,94 3.94 0.01 3.93 31,21 3470.00 0,00 0.00 3,92 3,92 0.01 3.90 31,20 3480.00 0.00 0.00 3.89 3,89 0.01 3.87 31,19 3490.00 0.00 0,00 3,86 3,88 0,01 3,84 31.18 3500.00 0,00 0.00 3.83 3,83 0,01 3,82 31.17 3510.00 0.00 0.00 3.80 3.80 0,01 3.79 31.18 3620.00 0.00 0.00 3.78 3.78 0.01 3.70 31.15 3530.00 0,00 0.00 3.76 3.76 0.01 3.73 31,14 3540.00 0.00 0.00 3.72 3.72 0.01 3.71 31.13 3550.00 0.00 0.00 3,69 3.69 0.01 3.68 31.11 3560.00 0,00 0.00 3,67 3.67 0.01 3.65 31.10 3570,00 0.00 0.00 3.64 3,64 0.01 3.62 31.09 3580.00 0,00 0.00 3.61 ' 3.61 0.01 3.60 31.08 3690,00 0.00 0,00 3,68 3.50 0,01 3.57 31.07 3600.00 0.00 0.00 3,66 3.50 0.01 3.54 31.06 3610,00 0.00 0.00 3.53 3.63 0.01 3.62 31,05 3620.00 0.00 0.00 3.60 3.60 0.01 3,49 31.04 3630,00 0.00 0.00 3.48 3.48 0.01 3,46 31.03 3640.00 0,00 0.00 3.45 3.46 0.01 3.44 31,02 3650,00 0.00 0.00 3.42 3,42 0.01 3.41 31.01 3660.00 0.00 0.00 3.40 3.40 0,01 3.35 31.00 3670.00 0.00 0.00 3.37 3.37 • 0.01 3.38 30.99 3680,00 0.00 0.00 3,35 3.35 0.01 3.33 30.98 3690.00 0.00 0.00 3.32 3,32 0.01 3.31 30.97 3700,00 0.00 0.00 3.29 3.20 0.01 3.28 30,98 3710.00 0.00 0,00 3.27 3,27 0,01 3.25 30,95 3720.00 0.00 0.00 3,24 3.24 0.01 3.23 30,94 3730,00 0.00 0.00 3,22 3.22 0,01 3.20 30,93 3740,00 0.00 0,00 3.19 3.19 0.01 3.18 30.92 3750.00 0,00 0.00 3.17 3,17 0.01 3,15 30.91 3760,00 0.00 0,00 3.14 3.14 0.01 3,13 30,90 3770,00 0.00 0.00 3.11 3,11 0.01 3,10 30.59 3780.00 0.00 0.00 3,09 3,09 0.01 3.08 30.88 3790.00 0,00 0.00 3,06 3.06 0.01 3.05 30.87 3800.00 0.00 0.00 3.04 3.04 0.01 3.03 30.86 3810.00 0.00 0.00 3.02 3.02 0.01 3.00 30.05 3020.00 0.00 0.00 2.99 2.99 0.01 2,98 30.84 3830.00 0.00 0,00 2.97 2.97 0.01 2.95 30.83 3840.00 0.00 0.00 2.94 2.94 0.01 2.93 30.82 3850.00 0.00 0.00 2.92 2.92 0.01 2,90 30.81 3860.00 0.00 0.00 2.89 2.89 0.01 2.88 30,80 3870.00 0.00 0.00 2.87 2.87 0.01 2.86 30.79 3880.00 0.00 0.00 2.84 2.84 0.01 2.83 30.78 3890.00 0.00 0.00 2.82 2.82 0.01 2.81 30.77 3900.00 0.00 0.00 2.80 2.80 0,01 2.78 30,76 3910.00 0,00 0.00 2.77 2.77 0.01 2.78 30.75 3920.00 0.00 0.00 2.75 2.75 0.01 2,74 30.74 3930.00 0.00 0.00 2.73 2,73 0.01 2.71 30.73 3940.00 0.00 0.00 2,70 2.70 0.01 2.69 30.72 3950.00 0.00 0.00 2.68 2.68 0.01 2.67 30,71 3960.00 0.00 0.00 2.65 2.65 0.01 2.84 30,70 3970,00 0.00 0.00 2.83 2.83 0,01 2.82 30.69 3980.00 0.00 0.00 2.61 2.61 0.01 2.80 30.69 3990,00 0,00 0.00 2.59 2.59 0.01 2,87 30.68 4000.00 0.00 0.00 2:56 2.58 0.01 2.55 30.67 4010,00 0.00 0.00 2.54 2,54 0,01 2.53 30.68 4020.00 0.00 0,00 2.52 2.52 0.01 2.51 30.85 4030.00 0.00 0.00 2.49 2.49 0,01 2.48 30.84 4040,00 0.00 0.00 2.47 2.47 0.01 2.48 30.83 4050.00 0.00 0.00 2.45 2,46 0.01 2.44 30.82 4060.00 0.00 0.00 2,43 2.43 0.01 2.42 30,81 4070,00 0.00 0.00 2.41 2.41 0,01 2:39 30,81 4080,00 0.00 0.00 2:38 2.38 0,01 2.37 30.80 4090,00 0,00 0.00 2.36 2,38 0,01 2.35 30,59 4100.00 0,00 0,00 2,34 2:34 0,01 2.33 30,58 4110.00 0.00 0.00 2.32 2:32 0,01 2.31 30,57 ` 4120,00 0,00 0:00 2,30 2.30 0,01 2:28 30,68 4130.00 0,00 0,00 2,27 2,27 0,01 2.28 30,55 4140.00 0,00 0.00 2:25 2.25 0,01 2.24 30,64 4150,00 0.00 0,00 2.23 2.23 0,01 2.22 30.54 4180,00 0.00 0.00 2.21 2.21 0.01 2.20 30,53 4170.00 0,00 0:00 2,19 2.19 0,01 2:18 30,52 4180.00 0.00 0,00 2,17 2:17 0,01 2:16 30.61 4190.00 0.00 0:00 2:15 2.18 0,01 2,14 30:60 4200,00 0.00 0.00 2:13 2,13 0.01 2:12 30.49 4210.00 0,00 0,00 2.10 2.10 0.01 2.09 30,49 4220,00 0,00 0.00 2.08 2:08 0.01 2,07 30,48 4230.00 0.00 0,00 2:08 2:08 0,01 2:05 30.47 4240,00 0.00 0.00 2.04 2:04 0.01 2.03 30.46 4250.00 0.00 0,00 2.02 2.02 0.01 2.01 30.45 4280.00 0.00 0.00 2,00 2.00 0.01 1,99 30,45 4270.00 0,00 0,00 1.98 1.98 0.01 1,97 30.44 4280.00 0.00 0.00 1.96 1.90 0.01 1.95 30,43 2 yr Match Q: 0.0280 cfa Peak Out Q: 0.0251 cis - Peak Stg: 34,81 ft - Active Vol: 3499.03 cf 10 yr Match Q: 0.1532 cis Peak Out Q: 0.1188 cis - Peak Stg: 34.78 ft i Active Vol: 3582.71 cf 100 yr Match 0: 0.2735 cfa Peak Out 0: 0.2732 cfa - Peak Stg: 35,78 ft - Active Vol: 3968,78 cf Running D: IWORKIOIDaac0009- tukw\RLPEXODUS Report.pgm on Friday, January 19, 2001 Summary Report of all RL.PooI Data Project Precipe (2 yr) 2.00 in (5 yr) 2.50 in (10 yr) 3.00 In (25 yr) 3,50 in (100 yr) 4.00 In (6mo) 1,28 in BASLIST2 (EXODUSLOTex) Using (7YPEIA) As (2 yr] (EXODUSLOTex] Using (TYPEIA] As (10 yr) (EXODUSLOTexJ Using [TYPEIA] As (100 yr] (EXODUSLOTdev) Using (TYPEIAJ As (2 yr] (EXODUSLOTdev) Using (TYPEIAJ As (10 yr] (EXODUSLOTdev) Using (TYPEIAJ As (100 yrj LSTEND BasinID Peak 0 (cfs) EXODUSLOTex 0,0520 EXODUSLOTex 0.1532 EXODUSLOTex 0.2735 EXODUSLOTdev 0.3818 EXODUSLOTdev 0.5687 EXODUSLOTdev 0,7891 Peak T Peak Vol Area Method Raintype Event (hrs) (ac -ft) ac /Loss 8,17 0.0403 0.80 SBUH/SCS TYPEIA 2 yr 8,17 0,0878 0,80 SBUH/SCS TYPEIA 10 yr 8.17 0,1414 0,80 SBUH/SCS TYPEIA 100 yr 7.83 0,1142 0,80 SBUH/SCS TYPEIA 2 yr 7,83 0.1802 0,80 SBUH/SCS TYPEIA 10 yr 7,83 0.2485 0,80 SBUH/SCS TYPEIA 100 yr BASLIST (TYPE1Aj AS (2 yr) DETAILED (EXODUSLOTex) (EXODUSLOTdevJ LSTEND Drainage Aria: EXODUSLOTex Hyd Method: SBUH Hyd Peak Factor, 484.00 Storm Dur: 24.00 hrs Area CN Pervious 0.8000 ao 81.00 Impervious 0.0000 ac 98.00 Total 0.8000 ac Supporting Data: Pervious CN Data: None Entered 81.00 Pervious TC Data: Flow type: Description: Sheet None Entered Drainage Ara: EXODUSLOTdev Hyd Method: SBUH Hyd Peak Factor 484.00 Storm Dur: 24.00 hrs Area CN Impervious 0.8000 ao 97.40 Total 0.8000 ac Supporting Data: Impervious CN Data: Asphalt 98.00 Lawn 88.00 Impervious TC Data: Flow type: Description: Sheet None Entered Channel None Entered Loss Method: SCS CN Number SCS Abe: 0.20 Intv: 10,00 min TC 0,47hrs 0.00 hrs 0.8000 ao Length: Slope: Coeff: Travel Time 233.00 ft 10.00% 0,4000 28.07 min Loss Method: SCS CN Number SCS Abs: 0,20 Intv: 10.00 min TC 0.04 hrs 0.7600 ao 0.0400 ac Length: Slope: 270.00 ft 6.00% 100.00 ft 0,50% Coeff; Travel Time 0.0110 2.19 min 42.0000 0.38 min HYDLIST SUMMARY (OUT2_EXODUSj LSTEND HydID Peak (cfs) OUT2_EXODUS 0,03 OUT10_EXODUS 0,12 OUT100_EXODUS 0,27 (OUT10_EXODUSj [OUT100_,EXODUSj Peak T (hrs) 24.00 10.17 8.87 Peak Vol (ac -ft) 0.1008 0.1889 0.2332 Cont Area (ac) 0.8000 0.8000 0,8000 STORLIST (EXODUSPIPEnosf) LSTEND Node ID: EXODUSPIPEnost Dew: Manhole structure Start El: 29.6400 ft Contrib Basin: Stage Input 29.84 0.00 cf 30.00 288.24 cf 30.50 841.78 cf 31.00 1021.14 cf 31.60 1400.51 cf 32.00 1776.05 cf 32,50 2143.80 cf 33.00 2499.58 of 33.50 2838,70 cf 34.00 3155.80 cf 34.50 3444.21 of 35.00 3895.00 cf 35.40 3859.44 cf 35.50 3894.08 cf 35.60 3925.57 cf 35.70 3953.48 cf 35.80 3977.17 cf 35.90 3995.55 cf 36.00 4005.66 cf DISCHLIST (EXODUSPIPE) LSTEND Volume 0.00 cf 288.24 cf 641,78 cf 1021.14 cf 1400.51 cf 1778.05 cf 2143.80 cf 2499.58 cf 2838.70 of 3155.80 cf 3444,21 cf 3895.00 cf 3859,44 cf 3894.08 cf 3925.57 cf 3953.48 cf 3977.17 of 3995.55 cf 4005.68 cf Max El: 36.0000 ft Contrib Hyd: Volume 0.0000 acft 0.0081 acft 0.0147 acft 0.0234 acft 0.0322 acft 0.0408 ecft 0.0492 ecft 0.0574 acft 0.0852 acft 0,0724 soft 0.0791 acft 0.0848 soft 0.0888 ecft 0.0894 ecft 0.0901 ecft 0.0908 ecft 0.0913 ad 0.0917 acft 0.0920 ecft Control Structure ID: EXODUSPIPE • Multiple Orifice Structure Descrip: Multiple Orifice Start El Max El Increment 29.6400 ft 36.0000 ft 0,10 Orif Coeff; 0.62 out to 2nd: 4.9700 ft Bottom El: 27.84 ft Lowest Diam: 0,6445 In Diam: 2.9004 in r: Figure 1-3.1 Volume Correction Factor for Streambank Erosion Control BMI's 0,50 0,45 0.40 0,38 0,30 0.26 0.20 0.15 0.10 0.06 0.00 WRIMIRIMMUMMISMORWRIMMUMMIMMIXIMORMIRWRIPTAI WEINIMMMIMMMIRMIMMIXIMIRMIWIMMMOIMMIUMMMXXXIMMIUMWM MilmilmrniMMUMMIXXXXxXXIMMMIIMMMOMKORMMIMMINERMIKOMM IMMKNOMMIRAMMOMIMMIRMENRIMMORMOMMORMMINOWWIMM mummommiRMOMMINIMMENWIROOMMOMMOMMIRRNMWEARAMMI MONIMMEMIRMIMMMENIMMIMICOMMIMMUMMOMINRIMMMMO7AMMIMM MIIMMIUMERMIRMMIMMININIMUMMMomplummOMMIIPUMMMUMPMM WIMIXIMOMMOMMMINOMMOMMIXIMMilinimOMMIWAMMIMOMM MmilimmipsimilimminpmniummiMMMANNWOMMImaiimplirnim MmilimmummummuimmumummmummilimmilVAmmiWRIMPWR MIUmMommemplinnimmummummummuorAmmommimmillmi pmmmimmmmmmmmmwmnmmmmxnmmmmmmmmAnmmmmMmmmmmwRM MMIUmilimmimmummimunimmEROMMIWW1mmimmummummi miumummommilummummumummirdrOmMummimminimmo mamminimmumilimemmolimmommummumammommimmumminsim Immimmommommommumummomminsmivalmiumummommummins imimmummimmimmummimmummmigimminimplimmommummummap momEmmommommammommommilemmnimmommummilmimmiumnimM amimmumummummummemmumwammummummilmommsnammmi mimmimummonummilmmormummammumnammommummummm milmommiummummummunrAmommommummommemmisimp muummummummummummimmilmmilmommummemmilimum miummummimmimummuirAmmilmmimmummommimmommUnam mmmmmmmmmmmsmmmmnmpmmmmsmmmmmmmmmmmmmmmnnmmmpmp miummiumenimmummucAmmilimmomminummEmilmmammOmmum milmommommusimmosmilimmummilmsimmismummommmumnimm mmmmmmmmmmmmiw.Ammmmmmmmnm*mmmm*mmmmMmmmmmmmmum imilummumornammilimmummommumummommummumm limmommilmumrdammummommumnimminimmummemmomilmummom minimmumnpswilmilimmillmommommommummummiplummommum mmummommftemmilmmosOmmmommummmilmomlimmmimmummum miummimmimmummumminimmommlimmosimmilmimplimmommum immilmommimmummommilimmummommillimmilimmuminsammum Mmisommemommomminficommummimmummomminummmummillm mummommummummummommommsammsamommommmilmommimm Mummimmommommillammmummimminunimmommimmemmommil Minimmammommmormaimemomminimammummilmmilmommommimmim Minimmisimmimmmimmilmilimmummuummiammumummimmom Mlimmassimammommmummmilmemmommanimmismitammimmulm Ommummilimmilimummummummirmommumaimmanammrnam milommummounimmommummommammilmmlimmemimmOmmulimmom immillimmummkimmommomminimmillummanimmilammummumm MorlammemmommilmummilmalmilmmilimminiMairmakillammi MismOMmummilimmiliMMommimminimilimmilmillammmUmmammli ImmilmmmilummumMlimmillimmumftmmumMminumimmommmill IMMINEMMEMMOMSKURIMIMMMINIMMOMMMUMMINOMMOSONIMMIUMMEMM immismilmmimminimMmummiUMNIMENimismisimmilimilmOm ammummorimmummermammommilmommummormarminamor WilimmaKOMINNOMMIUmulimmililmmillimagiNWOMIMMIMMEEMOUN KIMUMMUMMUMUSUMMIUMUMMINUMMSMIUMMOWSRUMMAIMISSM 0 10 20 30 40 50 60 70 60 90 Site Impervious Cover (%) 11 1-3-7 1 Earth Consultants Inc. Grotrchnicaf Engineers. Geologists & Environmental Sci 't tist% ••■■•■■.,. November 28, 2000 Sabey Corporation 12201 Tukwila International Blvd, Fourth Floor Seattle, Washington 98168-5121 Attention: Mr. John Lang Subject: Subsurface Exploration Proposed Exodus Ramp Intergate East — Building 5 Tukwila, Washington Dear Mr. Larig: ipEcETUKWIL A crrr of DEC 2 2 2OU0 PERMli cEssnat E- 2579 -38 FILE COPY 1 t 1!rt...r.. .<n(1 flit!! f h,-) Phn 0'111(}; 5,r )"rova!4 aro In accordance with your request, Earth Consultants, Inc. (ECI) performed a soil boring In the vicinity of the proposed ramp to be located southeast of the Exodus Building. The purpose of our work was to explore the subsurface conditions In the vicinity of the ramp, and provide recommendations for the ramp excavation. We understand a series of excavations into the existing sixteen (16) to eighteen (18) foot hillside will be necessary to construct the ramp. Construction of a series of retaining walls will be necessary to support the proposed ramp excavations. $ph.iirf F pinr_rwtinn One boring was drilled at the top of the existing hillside in the vicinity of the proposed ramp, The approximate location of the boring Is indicated on the attached site plan. The boring was drilled to a depth of thirty -one (31) feet, Medium dense sift and sandy slit was generally observed to a depth of approximately fifteen (15) feet. These soils were generally in a wet condition at the time of our exploration. At a depth of approximately twenty (20) feet, water bearing sand was encountered. These soils were in a dense condition, and became increasingly dense with depth. The field log for the boring is attached. V�aoco..312. 1805. 136th Place M.E., Suite 201, Bellevue, Washington 98005 Bellevue (425) 643.3780 FAX (425) 74.•0860 Toll Free (888) 739.6670 • Sabey Corporation E- 2579 -38 November 28, 2000 Page 2 eanclusinns Based on the subsurface conditions observed at the boring location, it is our opinion the planned excavations for the ramp are feasible from a geotechnical standpoint. Medium dense silt and sandy silt soils, and possible zones of groundwater seepage should be expected in the excavations. Based on the soils observed, the temporary slopes for the ramp excavations should be inclined no steeper than 1 H:1 V (Horizontal:Vertical). In our opinion, undisturbed native soils exposed in the excavation should be suitable for support of the retaining wall foundations. The retaining wall footings can also be supported on structural fill. Adequate drainage should be provided behind the planned retaining walls to intercept groundwater seepage and surface water runoff. We hope this Information meets your current needs. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. � and A. Cog Project Manager Kyle R. Campbe Manager of Geot RAC /KRC /jm. Attachments: Site Plan Field Logs Earth Consultants, Ino, • till!'' .0t III !!I(IIIIIf I(II';!i!! 10 � 111 � � I I # 111=1 (l i 1 � i I i . r il 1 i OZ60 TSZ 90Z XYd t'C'9T INN 00/) 1 t LOCATION : ' . •' . . ' • • ... _ 1 • .. - • .. ELEVATION : JOB NO. 7G.M -3y CLIE Se. BORING DRILLING METHOD 0441,044, SAMPLING METHOD HAMMER WT. I Ala DROP �3 SHEET 1 OF -2 DATE 1 I Ji/o BY DRILLING CONTR. of.; ( STAFF FINISH WATER LVL. TIME DATE sample number • 1 moisture% « • Q. .o N value depth In feet 0 u SURFACE CONDITIONS : Gi.,ej - , 1 ■ ■ ■ N e•• R ,' s' . �! ± ,_ ""',�► M © -_ ►.- .. 'L In MI a �■ 111 ■ 1 ■ rAl v.I ■ 1 ■ I P11-....ortusiL ' a :.. , 44 1011 NM •; ■, Nai . -. < - ..... -. .. - Airs.,.. _. . . _. r 9 . II II III ■ II r, r/ i 1 1 ■ Mill IIIIIIII M WI 11M ... 9111MIIIMPOIlliffillt iiill MI MN MI Ell - �-�- ---� �._.. MIMI •� ERMINATED AT 1 FEET BELOW EXITING GRADE. ( NO ) GROUNDWATER TAB / SEEPAGE) ENCOUNTERED AT -- 22' FEET DURING DRILLING. 3 /41 PVC • T • = ' IPE INSTALLED TO ( BOTTOM OF BO ING) --- FEET. LOWER --�- FEET SL•TTED. BORING BACKFILLED WITH c_..t, - „..i.,. -.,. r�.7� LOCATION : ' . ELEVATION : JOB NO. FLAN-I BORING r DRILLING METHOD I(A C t,∎ SAMPLING METHOD HAMMER WT. DROP SHEET &OF DATE I( i pa BY DRILLING CONTR. WATER LVL. TIME DATE MIIIIIIIIIIIIIIIMIMIIIIIIII sample number a moisture %� h o 2 Z depth In feet U m . . SURFACE CONDITIONS : mill In III 11171111: � 4 e 0 2 4 56 9 % Talg',--zierwin-d!'" u • II II II • • 11 II li II 111 lErvii , ImptrArmor-4 s ■■�■MI cp MIIIIIIM 111111111111111.211 1111111111111a. BORING TERMINATED AT FEET BELOW EXISTING GRADE. ( NO ) GROUNDWATER ( TABLE / SEEPAGE) ENCOUNTERED AT FEET DURING DRILLING. 3/4' PVC STANDPIPE INSTALLED TO ( BOTTOM OF BORING) FEET. LOWER FEET SLOTTED. BORING BACKFILLED WITH NORTHWEST O TuKwiLA DEC 2 2 2000 PeRmiT ramp INTERGATE EAST, BLDG 5 EXODUS ON -GRADE PARKING SITE SEATTLE, WASHINGTON STRUCTURAL CALCULATIONS December 21, 2000 ENW Project No. 00140000 co v,% {.J1�i�tiv 8I21SrfY2 2XXj..312 ENGINEERS NORTHWEST, INC, P.S. - STRUCTURAL ENGINEERS 6669 W000LAWN AVENUE N.E. SEATTLE, WA 98115 (206) 525.7560 FAX (206) 522.6698 12/15/00 FRI 17:18 [TX/RX NO 8836) Zoos [9998 ON MU] 9T:LT I&l 00 /9T /ZT AN S I NI$N3 «�•- uoT213.1od4o3 £aqe$ fists 1' it a 1 1 1 b 6 III III 1 ij 1 2 ono T9Z 90Z XY3 ZT:9T IN3 00 /9T /ZT t Commu n icatiin Record Aemrwm _rtai4;rdge 2/2 Ear ,n Consultants Inc. Geo eedltdce! engineers, Oeobipsts6 eanh SdeAYNO ism. , u" Pi ci Northeest, suite 201 t•NeH,e, ~melon lon moos Phone: (206) 643.37601 Paz (206) 746-0660 Phone In ■ Meetini-Er ProspectiVTWO Past Job 0 Route To File - Client Job No 2579.36 Phone Out M current Job 0:4 Administrative IN Marketing Ilk DatetTime 12 -7.00 File Name(Owner) IMe • ate East - Net Stream Person: - ;chard Janke - Firm: ENW Phone 206 BY Ray Ceglaa cm 525.7560 Fax No.: Subject Exodus Ram • - Retain • Wall • - , n Panoneters Remarks: Richard - For design of the romp retaining walla, an equivalent fluid pressure of 35 pd' can be used wheat horizontal b:aakll$ conditions will be present behind the wail. Where eloping conditions of up to 21-1:1V are located behind the walls, an equivalent fluid pressure of 50 pc( should be used for design, The above values assume the wall is Mowed to yield, and is not restrained al the top. To calculate passive residenoe in front of the wall, an equivalent fluid pressure of 350 pd can be used. This assumes the footing excavation Is backfilIed with structural NI, and that final grade in front of the wall Is horizontal for a distance of at least four feet. A friction coeMcient of 0,35 can be used for sliding, For design of the retaining ward footings, an allowable soil bearing capacity of 2,500 pet can be used. The footing eubgrade should consist of competent native soils or structural N. Please call with questions, Ray Coglarr, PE Project Manager cc: 8abey Corporation, Attn. John Lang Action Required: 11111111m OW • 111101 1 NM IN I IM 1111 .1 • IN I MINIM IMMO 111. Action Taken: 12/07/00 THU 15;32 LTX /RX NO 8682) ENGINLERS- NORTHWEST jC. P.S. 6889 WOODLAWN AVE. N. E. - SUITE 205 • SEATTLE, WA 98115 - (206)525-7560- FAX lat (206) srmess Joe NO. JOB NAME DATE ti(/1109 Le (ow.= hi. tab (Alt 'Ts too cuLF SHEET BY t14' 1 "ret0 4ke MG Mt' WPACA A Lit ir 10.4, t,i4+ my. 644W+ ENGINhERSI- NORTHWEST ' 8809 WOODLAWN AVE. N.E. - SUITE 206 • SEATTLE, WA 98115 • (2061525.7560 - FAX # (206) 52246 N 0® ENGINLERS -- NORTHWEST ..4C, P.S. 69e9 WOODLAWN AVE, N. E. - SUITE 205 • SEATTLE, WA 98115 - (206)525.7560 • FAX • (206) 52248*0 Joe No. SUBJECT JOBNAME DATE � ....... ....... 1__ SHEET,...rOi� BY X143/ ?1* PROJECT htput Equhrteetivir * Equirrpessiveressere 11 Unifeenthertti pressure'af* Soil tly PC' F'c � .F1/ Ufa Vert. ROM, size 10 dam" dray. Mork.. Reinf. site 1N) Allowable soil bearing "fil .CoeNIclnN of friction * Toe" Shea key widM "`* Sheer key height No Restrained ? ( Y or N ) 0158 riddance """ Piialve ""e EN©INEERS.NORTHWEST, INC. P.S. 69.49 WOODLAWN AVE. N.E. (SUITE 206) SEATTLE, WA 99115 CONCRETE RETANNNQ WALL • F.S. Overturnktg • 3.30 F.S. Sliding • 1.00 Ps w* Surcharge el. * Tat** ire Ph ►u'* El 0W" surf%"'* 171°L Wktth".• WIT'. Friction • .- 0- gSanax. • _2.6111— 1.IN kaf =1 .412, lief From Mew ,m . . As'"r battles . `T 1.1160 0.102 0402 0.0000 0.14 0 10. VW— ` 0104 Mr -" ' O.1 01""' 0.14 " 8',r 18 3.000 -- • s.ON 0:000 -•. =- 0:0000- 0.14 1 10 4.000..- 1.177 CON. .....&1006- .. 0.14 • 6" 10 ' ' 8A10 1.800 0.013 . 81000 0.14 0 ' 10 0.$00 3A18 0410 - 0.1•13 =8.14 •i1 1 10 ,7.3•1 -4.403 0.023 =.0.1031 .LA 4 -8 • 41 O.111 O.11N 8.020 "I;N211L 0a11 % 0 10 0.010 ' • 4120 ✓ 0.410 =11103 _ 4 1 12 SHEET OF rr„ Rev. 2/19•97 MUM qe min. • 0.371 kaf tin.* CM 11. Ftg.Toe r.sSeem .14u K'!T ,Sottonsreinlorcing bar else F+s.Ne•i.- ... KIT Top reinforcing bar eke -Shear key -- relnf.3" ck. to toe face d • O.NI ...Mu It-fir vu Ka 1.038 1.081 VerNael reinforcing pp --As" bar size Swim :.0.00 0 0 NA7E7► #IIIE.1N.;..!:_8.12f ",. II 0.21 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0 10 0 10 0 11 0 /0 0 11 0 10 0 10 10 0 16 +vele c x 1'bqf 14p,'?-1 v u,mv 4,p! e 14.1. t .Ji z„tt4 kv 12/10110 Reiw.Made • • PROJECT : • Input �+ EguMr eeuvepressun rc'. rcr,t Unt88.m'horit: pmsute "al Soil density re'• F'c "'k+ Fy "'6 Vert. Rein,. ski I) dinar •dso.r' • ENGINEERS NORTHWEST, INC. P.S. 61!}WOODkAWN AVE.-N.E. (SUITE 205) SEATTLE, WA! 98115 CONCRETE RETAW* WALL ALL SHEET cZ OF Rev. 2119/91 F.S. Overturning ■ 1.20 F.S, SNding • 2.37 . PvP`f• 0 Surcharge • dt.atit Noriz.RekN. eke fin • ,Allowable soil bearing ma Coefllcient of friction • Toe " Shear kay width "''• . Sher key h.I "I• Restrained,? ( Y or N Slab resistbhce ""' * 1.000 Passive ""' • 0.113 — Ts"* s Ph Wm fin" • Friction • 1015 -- qs max. • o • 1.350— kg 1.371 kat 1310 kat El 0 %0" s Tt s''• Wklh 'i* Fin qs min. • =1.100 kst L b1g. • 12.00 A. KEA 0 • T.O.S. 311 sal 0•4* 432 • O.O.P. .... r r ran - Mew w r' •Aa'"r bareiie , S s"u -bar sire -S Remarks 2.200. 0.111 0,002 0.0011 .0.14 6. 10 0.24 0 15 r ,1P 0.24 0 11 6- 10 0.24 0 10 , 1... 11- 0.24 0 10 '11.017 ' '0,1012' 0.14 0 1t' 0 .04 1 10 •0023 .0.00!0 -0.10 •1 -15 0.24 0 16 0030 - • 00025 0.27 6 . 13 0.24 1 10 0035 ' ' '03033 " 0.30 ' ' ' L 12 0.24 0 16 '01n— 0.1001.- ^ 1A1 5 0 0.24 1 15 7:300 """ 0350 ' '0,004°'°" 0.0002'-- 0.14 4.000' -- . •MII =MN» 06004 0.14 1.010 ..0.012... , ,00051°.. 0.14 1,100 ' 2.151 • TM 4,017 .,.5000 0.111 0.0011- 0.012 110:3 13.313 • -F$0.Toe . lkdons,rek torcing ..a• 648111 Mu "R vu Ke` ' .. Asia - -bar slza 5 FIghOssi- .. Mnx� • vii xe As"uT fill Ilia .5hestNsl► - -d • ..0,111. • ---- reltHA" dr. - Mu K _vu 41 .to toe.face Vertical reinforcing ir6ale cte7•62V t ,ikkf KI ciao ru %`pE tPro 4. 'M" 4U) •3•1zi '11°841 .4.4 e� 4- I to 12/10100 • PLC. Rovolro Witte .• A • ENGIN. E.RSr- NORTHWEST IC. RS. • • .6 • • • WOO WOODLAWN AVE. N.E.- SUITE /I/W./SEATTLE, WA 98115 • (206)625-7600 FAX (206) 6224006 . . . JOO NO. Jos NAME ' V:11•■•••••■•••••••■•••••••11 DATEai.omommuserreal•■••••■•■•.*********r.. SMEET_t_OF BY toll • 10 • •••■•••••••■••••01•Jni 1) .tizelbs- Atte yit e 44eio"xs.a.211441 &sews M 9:g tatit' Hy* OA, 4.016' ASI.0016 • jav;,744tqu,tal wmte. 4):4-47-7151M. tit4Pet1551401:2‘1: tbt Ili 14:00J MA, Ovforet WAT 1,1 I 1541.)704•11`-' C4.r10-1-,11#"7.670" hse•16 144•14 Witt. Pcii*L. tQi,* Gto'isbie pft,1,14,0A • ENGIN =RS- NORTHWEST P.S. • 8889 WOODLAWN AVE. N.E. - SUITE 205, - :SEATTLE, WA 98115 - 12061525.7560 - FAX #► (2� 622-�III Jos No. JOIN NAME IENCIi _ DATE SHEET, 10 OF BY ENGINP.ERS- NORTHWEST INC. P.S. 0809 WOODLAWN AVE. N.E. - SUITE 20$ 1 ...SEATTLE, WA 98115 - (2061525-7560 - FAX N (206) Jo. NO., JOS NAME DATE SH EET,._L�,., _.OF BY 1 1 s 3e 13.0 1 1 1 +Q' D • • • • .,. t 4 Ito 10 5604 Attlant "1I •11 • 17*s 00 SINOP Sul%14,4+. = tv.s►1 161 1).if +1+0 tlY419s3 124:4441', ,35(14145,165 Stitieste-Med.$ a.� I ..,,a.....•.. • 119 ig b ============0===ft===M========== = =a -a Units US Standard Steel Code-- AISC 9th Edition ASD Allowable Stress Increase Factor1.333 ITm1ude.- -Shear Dgformatio Yes No of Sections for Member Calcs.••5 Do--Redesign --- Yes P -Delta Analysis Tolerance 0-:50% I2" arsmenamonnemamnmosna_mmom =e=< Joint coordinates >aammaaamaanannammemonmsses === Joint X Y •- Joint No•� Coordinate- - - Coordinate. Temperature of 1- 2 a- 4 6 7 8 9` 10 11 12 I3" 14 15•-° 16 17--" 18 19- - 20 2T' 22 23°- 24 ft -0%50V- . . 1.420 2.390.. 3.360 - 5.310 6.280 ••• 7.250 8.25`0' • • 9.250 10.250 1.420 - 0.50'0" - 1.420 2.390 3.360 4.340 5.310 6.280 •• 7.250 8.2'50- , 9.250 10.250• •- 1.420 7.250• "." ft- - r.r - 0.100 :-3.100 - 0.100 -0.100 - 0.100 -0.100 -0.100 - 0.100 - 0.100 - 0.100 - 3 -.re00 0.0.00 0.000 0.000 0.000 0.000' 0.0:00 0.000 0.000 0.000' 0.000 0.000 0.940 0.940 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers--Northwest - -- - 6869 Woodlawn Ave, NE, Suite 205 Seattle; . WA - 9815 EXODUS PARKING RETAINING NAM SECT B1 == sss =;_s= sass== =sasaaassaa< Joint No z-6- 27 28-• 29 X Coordinate-- ft 1.42D 7.250 1.420 7.250 Joint Coordinates ---Y -Coordinate- --t 11.080` 11.080 13.000 14:000 15 Job : Page: 46 Date: 12/16/00 Pile: RETWALB1 ysan ass = sass= sssassaaaessrMMUMs Joint Temperature op 0.00 0.00 0.00 0.00 _ amm== .s.tseassse+ssessic-Boundary•• Conditions Joint + Translation +._ No- . X-- Y' Rotation K /in K /in - - -- •- K- ft /rad r S ° Reaction 2 S 3 8 4 8 5" 8 6 S 7 8 8 8 9" 8 $ 8 10 11 Reactivu 13 Reaction Alt 1 Reaction 1 Reaction 1 Reaction 1 React4on 1 Reaction 1 Reaction 1 Reaction 1" Reac ion 1 Reaction 1 Reac�ion ,nrin nmsssdr magenmassusensmassens sswssssssssssssssassssssss< Mate i'a.].B - (General')` >sss■ Material Young's Shear Poisson's Thermal Label- Modulus ._.r -, lModvrlue°- Ratio. Coet. Ksi Kai --- 10 "5 °F - CONC" -- 3600.00 -- r440'.01) `0`.3000 0.65000 JT 3600.00 1440.00 0.3000 0.65000 L1Nif••• 29000.00 =• 11154%00 0.3000 0.65000 ssseesssssss Weight Density K /ft3 0.150 0.001 0.001 ■ssssssssss■ Yield Stress Ksi 36.00 36.00 36.00 ssssssssssssssssssssssssssssssss< Sections >> sssssissssssssssssisisssssiasspss Section Databae'e Material•- As As 1 I T Label Shape Label Area 0,2 1,3 1,3 0,2 C irr42 ina4 in "4 CONC ..-, 120.00 1.2 1.2 1.00 1000.00 CONC'-" 135.00' 1.2 1.2 1.00 1424.00 CONC -48.00 1.2 1.2 1.00 64.00 JT 120.00 1.2 1.2 1.00 1.e +10 LINK 1000.00 1.2 1.2 1.00 1.e -3 C WALL WALK JT LINK rs=======w s ssFS_saesreessem===== ======a< Members >saaooa rear=s s: ss ssssarssiansasssssssai,sssura Memb Joints Rotate Section -- Releases No I•- J..• . 90° Set. x:AVM J:AVM 1.... r3-- ra- ...... PTG . ? 14.. 1.5.:... FTG. Offsets I -End J -End in in Inactive? Label 4 Length ft - - -- 1.92 0.97 RISA -2D -(R) Version 4.01 Engineers- Northwest •-- 6869 Woodlawn Ave, NE, Suite 205 Seattle; War .. 9M15 -- EXODUS PARKING RETA?NI1QG' WALL SECT B1 Job Page: 47 Date: 12/16/00 File: RBTWALB1 11- asp►wmswmwm : waw =dw aimilm immn4-membera->=ww== w= === w==== wwww= w= _- _wwswssrs_sw Memb Joints Rotate Section Releases' Offsets Inactive? . No:.... I J.... 900 Set- 1: AVM ....J :AVM I -End J -End Label 4 . Length 4 �' in in ft - - -- 3- 15 � 16�..y • FTG 0.97 4 16 17 FTG 0.98 5- 17.__ 18-- FTG 0.97 li, 6 18 19 PTO 0.97 7 19- 2G- . FTG 0.97 8 20 21 FTG 1.00 9'- °21- .22- FTG 1.00 10 22 23 FTG 1.00 11 14_.....24 -..... JT - 0.94 12 20 25 JT 0.94 13• 24. 26-. WALL 10.14 14 25 27 WALL 10.14 15 26..- 28- WALL 1.92 i` 16 27 29 WALL .= 2.92 17 26-y 27° WALK-- PIN PIN 5.83 18 12 14 WALL 3.00 19 1 13- LINK. PIN 0.10 20 2 12 LINK PIN 0.10 21 3- 15- LINK'. PIN 0.10 22 4 16 LINK -' PIN 0.10 8s 23 5 1.7.. LINK PIN 0.10 24 6 18 LINK - PIN 0.10 25• 7 19..�. ° LINK _ PIN 0.10 26 8 20 LINK PIN 0.10 . 2 27 9 21. • LINK PIN 0.10 28 10 22 LINK PIN 0.10 29- ' 11 -23 LINK - PIN 0.10 wwwwwswswwwwswwwwwwswwswws< Basic Load Case Data >wswsswswwwswwwwwwwsswwwww■ BLe- Basic Load Case- Load Type Totals No. Description .-- Nodal Point Diet. 1 SOIL WT 10 2 SOIL LAT 1 3 3 PA88IVB-- - 2 wwaswwwwwwwwswwwwwws< Member- Distributed Loads, BLC 1 >wwwu:wwssswwwsiwwwwwswsw Joints -Load• Pattern Pattern Member I J Label- Multiplier 1 13 14 U1 - 0.1100 2 14 15 U1 - 1.1600 3 15...,......_ 16 . U.1..__... - 1.1600 4_._.. 9.6_-..... -. 17 .. U1._..... . _ - 1.1600 5..._.... 17........._ 18 U1.. 1.1600 6 18' :...... 19. .U1'. ... - 1':116.00 RISA -2D (R) Version 4.01 Engineers - Northwest 6869 Woodlawn Ave, NE, Suite 205 -• Seattle ; - Wk-- • 58115 Job : Page: 48 Date: 12/16/00 File: RETWALB1 15 EXODUS. PARKING RETAINING WAIiL -SECT 81 ,.J own-.smg= sas-ssea =ss< Member-Distributed. Loads-, BLC 1 >a= •= •= sssssssssss.sss Joints Load Pattern Pattern Member- I- J Labei- Multiplier 7 8 9 10° 19 20 21.. 22 20 21 22 23 U1 U1 U1...... . U1 • - 1.1600 - 1.3800 - 1.3800 - 1.3800 ssssssssassss•sssa..sas< Member Point Loads, BLC 2 >ss..sssssssssssss.....ss Jots Member- 1 J Direction Magnitude 14K ft 16 27'-"" ' 29 X- -2.098 Location ftor t - - - -- 1.000 ..........a..•sss...< Member Distributed Loads, BLC 2 >e..a.......es.......s Joints . Load- Pattern. Pattern Member 1 J Label =Multiplier 12 14 14 20 25 25" 25 H1 27 H2 27 'N3' 1.0000 1.0000 1.0000 .a....e......e...wa....< Member Point,Loads, BLC 3 >..a.......r...s......... Joiipts Member-- 1 J Direction.- Magnitude K, K -ft 11 14-, 24 X • 0.530 18 12 14 X •- 3.680 wwwwwwwwwwwwwwwwwummwwwwwwww.c,Load Patt'erns' Pattern Magnitudes Label „ . Diems - Start-- K /ft, F -K /ft, F H1 H2 H3 Y. X X- x • -, Location ftor% 0.440 1.290 y ..........Qa.aa.a..li......a..■ 1.000 • 1.000 - 0.751 '- -0.720 - 0.720, -0.524 -0.210 -0.070 Locations Start End ft or % ft or % - -- 0.000 0.000 0.000 0.940 0.000 5.560 5.560 9.560 ssanwwnrwwwww wwwrwtw wwr mmisaaawrwrwc Load" Combinations >ao oaaaaaas:s :as :sgaaaaaaaaa...ass RWPE No. Description BLC Fac .BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 3 3. 1 • • RISA -2D (R) Version 4.01 Rngineers..Northwest -- 6869 Woodlawn Ave, NE, Suite 205 Seattle,-WA- 98-115 EXODUS PARKING REmAINxNG• WALL-SECT B1 Job : Page: 49 Date: 12/16/00 File: RETWALB1 matass= _aDsommassx�sssnnummusi r- Reactions;'.LC I : SOIL >srss= nm_mssaasssssrisesssnrsm Joint + Forces -+ Moment Nri.... _ . X-- Y ` Mz K K K -ft 1 0:00 2 0.00 moo 1646 4 0.00 5- 0°:00 6 0.00 7" moo 8 0.00 9- 0.00 ••0 10 0.00 11 0.00 •_.. 13 2.60 Totals:- 2.60 Center of Gravity Coords 3911 3.10 -- 2":G6 - 2.22 1.78•" 1.34 0%91''- 0.46 0:01'- 0.00 0:-00.. 0.00 --. 16.44 (X,YrZ) (ft) 1616: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1„ 1 . 11 !„ li 3.97 Shear Moment t K K -ft 0.00 8: 3.85 -1.88 3.73 -3.70 3.61 -5.46 3.49 -7.17 VI 5.403, 1.543, 0.000 assssrssarwwubsssss< Member- Section- 'Po'rce9•, -LC 1 : SOIL �ssssw ssssssssssasais Member Joints Section -- I - J 4 Axial K I3, :: 2:4'1 2' :60 2 2.60 3 2.60 4 „ti 2.60 5 2':'60 2 14- 15 1 5.25 2 5.25 3 5.25 4 . 5,.,25 5 5.,.25 4.56 4.24 3.93 3.61 3.30 16.20 15.13 14.14 13.23 12.39 3 15- 16 1 {'� 5.25 5.95 12.39 2 5.25 5.64 10.99 3 5.25 5.32 9.66 4 5.25.. 5.01 8.40 5 5.25 4.69 7.23 4 16- 1,7 1 2 3 4 5 47,16 y 5.25 5.25 5.25 5...25. .- 5.25 6.91 6.59 6.27 5.95 5.63 7.23 5.57 4.00 2.50 1.08 5 17- 18 1 5.25 7.41 1.08 .2 5.25 7.09 -0.68 3 .5.25 -6.78 -2.36 RISA -2D (R) Version 4.01 Engineers-Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattler . WA- • 98115 EXODUS PARKING RETAINING WALL. SECT B1 :tmssmnM=W = *Mft g=t Member-Section.. Forces, LC Member Joints Section I - J 1 Ax±a ±- Shear K X- Job Page: 50 Date: 12/16/00 File: RETWALB1 1 : SOIL s m ft =ftmomme-m 4 5.25' ' ' 6.46 5 - 5.25 6.15 Moment K -ft -3.96 -5.49 6 18- 19 1 2 3 4 5 5.25 5.25 5.25 5.25 .. 7.49 7.17 6.86 6.54 6.23 -5.49 -7.27 -8.97 -10.60 -12.15 7 19- 20 1 2 3 4 5 5,25 5.25 5 ..25 ... 7.13 6.82 6.50 6.19 5.87 -12.15 -13.84 - 15.45 - 16.99 -18.45 8 20- 21 1 2 3 4 5 0.00 0.00 0.0.0: o .A.0 .r 0.00 4.56 4.18 3.80 3.42 3.04 6.84 5.75 4.75 3.85 3.04 9 21- 22 1 2 3 4 5 0.00 0.00 0.00 .. 0..0.0 3.04 2.66 2.28 1.90 1.52 3.04 2.33 1.71 1.19 0.76 10 22- 23 1 2 3 4 5 0.00 0.00 0.00 - 0.00 _• 0.00 1.52 1.14 0.76 0.38 0.00 0.76 0.43 0.19 0.05 0.00 11 14- 24 1 2 3 4 5 1.65 1.65 1.65 1.65 1.65 -1.03 -1.03 -1.56 -1.56 -1.56 - 17.07 -16.83 -16.57 -16.21 -15.84 12 20- 25 1 2 3 4 5 1.78 1.78 1.78 1.78 • -1.78 -5.25 -5.07 -4.90 -4.72 -4.55 -25.29 -24.08 -22.91 -21.78 -20.69 13. 24- 26 ..1 1.65 -1..56 -15.84 RTSA -2D (R) Version 4.01 Engineers Northwest -�- 6869- Woodlavn-Rve-, NE, 8u te- 205-- Seattle, WA 98115• -- Job Page: 51 Date: 12/16/00 Pile: RETWALB1 It" EXODUS PARKING RETAINING-WALL-SECT B1 __.6 __< Member Section Porcee;•LC 1 : SOIL > == =m_ =___ = = =mmannan Member Joints Section 1 - J i Axial- Shear Moment -it K -ft 2 1.34 -1.56 -11.88 3 1.02 -1.56 -7.92 4 0•:70 -1.56 -3.96 5 0.39 - -1.56 0.00 14 25- 27 1 1.78 -4.55 -20.69 2 1.46 -2.84 -11.36 3 1.14. -1.36 -6.09 4 .. 0...81._ -0.74 -3.63- 5 0...5.L..... -0.54 -2.10 15 26- 28 1 0.24 2 0.18 3 0.12 4 0...06 5 0.00 sat bor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 27- 29 1 0.37 d -2.10 -2.10 2 0.27 -2.10 -0.57 3 0.18 0.00 0.00 4 0.49 0.00 0.00 5 0.00 0.00 0.00 17 26- 27 1 1.56 0.15 0.00 2 1.56 0.07 -0.16 3 1.56 0.00 -0.21 4 1,.56 • -0.07 -0.16 5 1.5.6 "" -0.15 0.00 18 12- 14 1 3.10 0.00 0.00 2 3.00 0.00 0.00 3 2.91 -3.68 0.77 4 2...82 _.... -3.68 3.53 5 2...72 -3.68 6.29 19 1- 13 1 3.97 0.00 0.00 2 3.97 0.00 0,00 3 3...97 . 0.00 0.00 4 3...97 0.00 0.00 5 3.47 0,00 0.00 20 2- 12 1 2 3 4 5 3.10 ~ 0.00 3.10 0.00 3.10_ /0.0 /0 3.10 ---- . 0:00- 0.00 0.00 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers-- Nertbweet 6869 Woodlawn Ave, NE, Suite 205 Seattle;- WA-_.. .915 EXODUS PARKING RETAINING-•WAfrb ••SECT B1 = ===mtensii a =a =m-m =t Member-Section-Forces.; Member Joints Section 1 ---a . J_. 4 - Axi-a- i-. K. - - - -K LC 1 Shear Job Page: 52 Date: 12 /16/00 Pile: RETWALB1 : SOIL >=-= == - = = =rs =mane mmm Moment K -it 21 3- 15 1 2.66 0.00 0.00 I§ 2 2.66 0.00 0.00 3 2.66 0.00 0.00 4 2 ..6.6 ........ 0.00 0.00 5 2.65 0.00 0.00 I 22 4- 16 1 2.22 0.00 0.00 2 2.22 0.00 0.00• 3 2.22 0.00 0.00 4 2 .•22•, ... 0.00 0.00 5 2.22 0.00 0.00 23 5- 17 1 1.78 0.00 0.00 H. 2 1.78 0.00 0.00 3 1.78 0.00 0.00 4 1...78 0.00 0.00 i 5 1..78 ... 0.00 0.00 t. 24 6- 18 1 1.34 0.00 0.00 2 1.34 0.00 0.00 3 1.34 0.00 0.00 4 1. -34 ..,. 0.00 0.00 5 1.34 • 0.00 0.00 25 7- 19 1 2 3 4 5 0.91 0.90 0.90 0...90 .- 0:90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26 8- 20 1 2 3 4 5 0.46 0.46 0.46 0.A6 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27 9- 21 1 2 3 4 5 • 0.01 0.01 0.01 0.01 - 0.01 28 10- 22 1 2 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:00 0.00 0.00 0.00 Engineers Northwest 6864 -Wood lawn Ave; NE, Smite- 205►-- - Seattle, WA 98115 RISA -2D (R) Version 4.01 Job : Page: 53 Date: 12/16/00 File: RETWALB1 EXODUS PARKING RETAINING-WALL-SECT Bi = = =0 = = = =mom, = =mw =ftmm4 Member-Section-Percent-LC 1 : SOIL Member Joints Section I....._ s. 4 Axial. . Shear K - - - -K 4 0700 0.00 5 0.00 0.00 29 11- 23 1 2 3 4:a. 5 o.00 0.00 0.00 0 \/ ao ..0.00 0.00 0.00 0.00 0.00 0.00 > === =M =Mrs =MMO MMUMOMM Moment K -ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 •Wb ENGINEERS-NORTHWEST ." • os • • • • • • • • . p-\ 6069 WOODLAWN AVE. N.E. SUITE iOS -.SEATTLE, WA 98115 • (206)5254500 • FAX #(200) 52246110 Jos No JOS NAME SUBJECT DATE SHEET BY 1 4 .31411 Po I •••••••■•■ors •■•• • ENGINEERS -- NORTHWEST INC. -R S; '" WOOOLAWN AVE. N. E. • SUITE i05 -.SEATTLE, WA 98115 •1206)525 7560 • FAX # (206) 8 Jos No. _. Jos NAME,. DATE 2 00 SUSJ(CT • SHEET, e_OF,,,._.,. --.. BY o1c.. . 2461 due, 2;14:-7vs itakt 01 4,1b -10.. . X35 3I3, IMINIMMINIIMP ON 1/11•10*** W =i 2. P Ve. • il� 3- }. 1,: a' %161 t4,14... a l.9q 1•30 at t • • • - ENG-INtERS- NORTHWEST ANC. P.S. 8899 W00DLAWN AVE. N. E. • SUITE 205 - ,SEATTLE, WA 98115 • (206)525.7560 • FAX # (206) 5224626 Jos NO.. Jos NAME DATE SUIJECT SHEET 2"3 OF x41132 BY... • • 1 z r kee 41,20% ,b kitt.t&11.1 7.36) s40.1 w' --, d L t3.(,3 hrt (,a`) _. eta A1490" . SSS Yvt, .5$^ vitaw •5+444.5+ tteT, • �,........•- 1447 L,? (aW.') ' VA 4- .�� 11A do 1245° "43. �kti ►,1(q��1►� 15.`k ,0^ AJv:c 155 0 IpLO. , 4Z117 • Units US Standard Steel Code ArSC 9th Edition ASD Allowable Stress Increase Factor1-.333 Include Shear--Deformatiarr..:�: `... Yes No. of Sections for Member Calcs5 Do-Redesign-- - Yes P -Delta Analysis Tolerance OiSO% elz nnnnnnnanamanaaoaaaaaaaoaaa4 Joint-Coordinates > ns9 _onsammesmnnassmaomennosssa =rn Joint X •-Y Joint No'-=' - • Coordinate- -Coordinate Temperature ft It 1 -0.500 • -0.100 0.00 2 1.420 -4.160 0.00 3- 2.39V '° • - 0.1'00' 0.00 4 3.360 -0- ..100 0.00 5•-~ 4.340• -0.100 0.00 6 5.310 - 01.100 0.00 7-- 6.280" -0.100 0.00 8 7.250 -0.340 0.00 a,. • 8.250- ' -0.100 0.00 9.250 - 0.100 0.00 107250"- -0%100 0.00 1.420 -4.060 -v- 0.00 -0.500 °- 0.000 0.00 1.420 0.000 -- 0.00 2.310`" 0.000 ' "' 0.00 3.360 0.040 0.00 4.340.-- 0.000 0.00 5.310 0.000 0.00 6.280' "°" : ' 0=0- ' 0.00 7.250 0.000 0.00 8.250- 0.000 0.00 9:250 0.000 0.00 of 10 217-' 12 13 14 16 17. 18 19- 20 21, 22 • Engi-nee►rs --Nort hwes t 6869 Woodlawn Ave, NE, Seattle-7-M:- M15 EXODUS PARKING RETAIN-H • WALLY SECT.. e .r• RISA -2D (R,) Version 4.01 Suite 205 -- .r r or r__ Joint No- ._ - 23- 24 25•- 26 27. 28 29- X Coordinate--. ft 10.250- 1.420 7.250. -. 1.420 7.250• -- 1.420 7.250- Job • Page: 54 Date: 12/16/00 File: RETWALLE rJoint- Coordinates > == m ='..mmv = == Y Joint Coordinate- ...Temperature ft - - -op 0.000 0.940 0.944) •- 9.330 9:330. 11.000 16.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 A5 MOOMMftMa aaaaammmamaamaaaasaaaamamm< Boundary Conditions >maaaaaaaaaaaaaamaaammmaaaaa Joint -*•- _ •- Translation- . ± No X Y - Rotation K/in--- K- ft irad Reaction Reaction Reaction Reaction Reaction React4on Reaction Reaction Reaction Reaction Reaction 1 S 1 2 8 1 3 8 1 4- 8 1 5 8 1 a 8• . 1 7 8 1 0_ 8 , 1 9 8 1 10• 8 1 11 Reaction 8 1 13-- Rea,on miaasssmmsassmam mom ssssmes< Matertarls•(General) >emsa Material Youngs Shear Poisson's Thermal Label -~ Modulus -Moduiuer- • Ratio-. Coef. Kai Kai 10'5°F CONe 3600.00 1440.00' 0.3000 0.65000 JT 3600,00 1440.00 0.3000 0.65000 29000.00 1t'T'54'.00 0'.3000 0.65000 711,1,,, ., smmaaasaaam Weight Density K /ft3 0.150 0.001 0.001 seaasssamams smmaasmaaaasasassasaa.E- •Sections >maammaaassaaasmaaam Secttvw ' ` DObase Material- - . Aw As Label Shape Label Area -0,2 1,3 inA2 WALL CONC 120.00 1.2 1.2 me CONC • '- 135.00-1.2 1.2 WALK CONC -48.00 1.2 1.2 JT,....,., JT...... 120.00"1.2 1.2 LINK........ . LINK - 1000.00 1.2 1.2 I 1,3 in "4 1.00 1.00 1.00 1..00 1.00 aaaasssssaa■ Yield Stress Kai 36.00 36.00 36.00 a a a a m i a a a a a a a I T 0,2 C in "4 1000.00 1424.00 64.00 1.e +10 1.e -3 C RISA -2D (R) Version 4.01 EngfneerarNorthwest .-... .. 6869 Woodlawn Ave, NE, Suite 205 Seattle; - WA- -.... 90115 EXODUS PARKING RETAINING-MALL-SECSAI-',1-- Job Page: 55 Date: 12/16/00 File: RETWALLE n___u= smmeimmo mm:=_irommasr mer 4- Me eNa. >_ = = = == s_mm m- Imo_ ==__a =. -_ = = == Memb Joints Rotate Section Releases-- Offsets Inactive? No-.-- I-- . J.. 900 Set-- I :AVM-... J :AVM I -End J -End Label 4 Length --.' in in ft---- 1 13- ,14--- FTG 1.92 2 14 15 FTG - 0.97 3 15- ......16._... per..... 0.97 4 16 17 PTG 0.98 5 17 1&...... PTO-- .. 0.97 6 18 19 PTG 0.97 rd & 7 19- -20~ FTG--- 0.97 8 20 21 PTG 1.00 9 21.._ 22.• PTG-- 1.00 10 22 23 FTG 1.00 11 14• • • 24- JT 0.94 12 20 25 JT 0.94 13, 24••• 26-., WALL =- 8.39 14 25 27 WALL 8.39 15- . 26-- 28- WALL 1.67 16 27 29 WALL 6.67 17. 26-: .21- WALK- PIN -•. • PAIN -a 5.83 18 12 14 WALL 4.06 19-° 1 13• LINK- • PIN 0.10 20 2 12 LINK PIN 0.10 q 21 3 15. LINK - PIN- •• 0.10 22 4 16 LINK :.w PIN 0.10 li 23. , 5- '17. . LINK- • PIN •" 0.10 l 24 6 18 LINK PIN 0.10 25- 7. • 19- , LINK- • P4IN- .. 0.10 26 8 20 LINK PXN 0.10 27 9---22- LINK PIN • 0.10 28 10 22 LINK °° PIN 0.10 29.- 11.... . 23- .. LINK- PIN 0.10 _O.00Oii_OOOOiiiiiiiiiiiii< Basic -Load Case Data >MEOiiOOOiRiOiOOiiiiiiiiRii BLC- Hasid- voradrCaee••-•, • Load Type Totals No. Description Nodal Point Diet. 1 SOIL WT 2 SOIL LAT 3 PASSIVE_ 1 2 10 3 OOiOOOOOii agimOOiOi< Member Distributed Loads, BLC 1 'iiiiOiimisnOiOiROOSiiiO Joints -Load-Pattern- Pattern Member I J Label --- Multiplier 1 13 14 Ul - 0.1100 2 14 15 Ul - 0.9400 3. . 15:_.... _ 16_... ... UL .... -0.9400 4...... ].&.,.......2 ........ U.1... - 0.9400 RISA -2D (R) -Version 4.01 Engineers-Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle; . WA- 98115 --- EXODUS PARKING Joints Member-- i J Job : Page: 56 Date: 12/16/00 File: RETWALLE Member - -Dist- ributed Loads, BLC 1 , = = = = =- =_ =__ =__m = =mm =m Load Pattern - -Pattern Label•- .. Multiplier 5 6 7 9. 10 17 18 19. . 2.0_.. 18 19 2Q .. U1 U1 Ui-. 2T 22 .... - - U"1'- 22 23 U1 • - 0.9400 0.9400 - 0.9400 - 1.6000 - 1.6000 - 1.6000 sasasssstswwom laasaasasa< Member-Point-Loads., BLC 2 >sasmassssaassassssssaass Joints --- Member-- I J Direction— Magnitude K.,K -ft 16 27° • 29 X. -1.400 Location ftor% 5.000 ■maeamaamaaaaaosaaaa< Member Distributed Loads, BLC 2 >maasaammaoasammaamaaa Joints Load" Pattern Pattern Member I J Label~ Multiplier 12 14 16 20 25 27- 25 H1 27 H2 29. . H3.. 1.0000 1.0000 1.0000 asoaaaoaoaaaooaaaaammoa< Member Point-Loads, BLC 3 >amamoaaammaasoosasmoaaoo Joints Member-- I ..' J Direction • Magnitude 11 14' 24 18 12 14 •• - -1E, K -ft X- 0.530 X 5.600 Location ftor% 0.440 1.740 ■ammonawo aais„ssaoaaaaaaaaasrE -Load- Patterns >aaasaaaaaaasaaaaaasaaaaaaaaaaa Pattern Magnitudes .-- Locations Label-- Dip-- Start - • End- Start End K/ft,F K /•#t, F 1.000 -,. • 1.000 -0.750 •- -0.720 -0v720..-. -0.430 U1 -, H1 H3 Y. X X-- X No. Description -0.180 -0.070 ft or 'k ft or %•- -- 0.000 0.000 0.000 0.940 0.000 8.390 0.000 3.170 a=ova irasww.C- Load - Combinations > a =aa=aaaomvarsmaaoaaaaamoaoao RWPB BLC Fac BLG Fac BLC Fac BLC Fac BLC Fac SSdv Y 3 1 RISA -2D (FL.) Version 4.01 Engineers-Northwest ... _.. 6869 Woodlawn Ave, NE, Suite 205- - Seatt-le _.WA.._. 98.3115 _ ..... EXODUS PARKING R TN NB Wk T SECT 1• menwmsm- =mmm= _wm= nnumntmr- Rea'ct'ions; Le Joint + Forces Ncr'• X_- �. K K 1- 2 3.. 4 5 6 7 8 9. 10 11 13 TotaTh'r Center of 0".00' 0.00 0•.00 0.00 0".00 0.00 0-.00 0.00 0:O0 0.00 0'.00 1.18 r.18' Gravity Coords 4.71 3.45 2.81 2.19 r•:5-5 °•-- 0.93 0.31 0.00 0.00' 0.00 0:00 ' 0.00 .b 19%95 (X,Y,Z) (ft). : •:.4 Y : SOIL Moment Mz K -ft 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 awl awswwa,arawsi itti iiwwwc Member Se %.114 Forces,. LC Member Joints Section I - Jr* i . ' RXiaT` K - - - -K 1 13 »' It 1 • 1.18 -_ Shear 2 1.18 3 1:18 4 1.18 5' 1.18 INYIR 0�6 Job Page: 57 Date: 12/16/00 File: RETWALLE 5.685, 1 : SOIL 4.71 4.59 4.47 4.35 4.23 1.576, 0.000 Moment K -ft 0.00 - 2.23 - 4.40 -6.52 -8.58 2 14- 15 1 2 3 4, . 5 •° 5.23 5.23 5.2.3 .., 5...23....,. 5°:2'3. ' 5.76 5.50 5.24 4.98 4.72 23.62 22.25 20.95 19.71 18.54 3 15- 16 1 2 3 4 5 5.23 5.23 5.23 5,.23, 5;23 7.53 7.27 7.00 6.74 6.48 18.54 16.74 15.01 13.35 11.74 4 16- 17 1 2 3 4 5 5.23 5.23 5.23 5..23 5.23.. �. 8.67 8.40 8.14 7.87. 7.61 11.74 9.65 7.63 5.67 3.77 5 17- 18 1 2 3- 5.23 5.23 5.23 9.16 8.90 8.64... 3.77 1.58 -0.55 s RISA -2D (R-) Version 4.01 Engineers -- Northwest 6869 Woodlawn Ave, NB, Suite 205- - Seattle, Wk-. 95 _.... EXODUS PARKING RETMN-1N6 -- WALL -2ECT 62 = ftft-===r ws. m -4 Membez...Section- Porces;. Member Joints Section 1 - $. i K - -y -� 4 5:23 5 5.23 Job Page: 58 Date: 12/16/00 Pile: RETWALLE LC 1 : SOIL Shear Moment K Xft 8.38 -2.61 8.11 -4.61 6 18- 19 1 2 3 4 5' 5.23 5.23 5...23 ..: 5..23.. . 5.23" 9.04 8.78 8.52 8.26 8.00 - 4.61 -6.77 - 8.87 - 10.90 - 12.87 7 19- 20 1 2 3 4 5 5.23 5.23 5.23.... 5..23...... . 5..23 .:. 8.30 8.04 7.78 7.51 7.25 - 12.87 - 14.85 - 16.77 - 18.62 -20.42 8 20- 21 1 2 3 4 5 0.00 0.00 0.00 0...A0 - 0,00 5.22 4.79 4.35 3.92 3.48 7.83 6.58 5.44 4.41 3.48 9 21- 22 1 2 3 4 5 0.00 0.00 0.00 . 0...00 ., o.00 3.48 3.05 2.61 2.18 1.74 3.48 2.67 1.96 1.36 0.87 10 22- 23 1 2 3 4 5 0.00 0.00 0.00 .. 0.00 0.00 1.74 1.31 0.87 0.44 0.00 0.87 0.49 0.22 0.05 0.00 11 14- 24 1 2 3 4 5 1.40 1.40 1.40 1...40 1.40 - 1.55 - 1.55 - 2.08 -2.08 -2.08 -19.21 - 18.84 -18.46 -17.97 -17.48 12 20- 25 1 2 3 4 5 2.03 2.03 2.03 2...03 -5.23 -5.05 - 4.88 -4.71 -4.54 - 28.25 -27.04 -25.88 -24.75 - 23.66 13.... 24-. 1.40 -2.08 - 17.48. RXSA -2D (R) Version 4.01 Engineers Northwest 6869-Woodlawn Aver NE, Suite-205--. Seattle, WA 98115 EXODUS PARKING RWMINING- WAbL••9ECT .kGr'6' ' = eft = = == =< Member•Sectirnr Forces; LC Member Joints Section 1 - J• Axial- • Shear K w ........ K 2 1.14 -2.08 3 0:88 -2.08 4. .. 0.62 -2.08 5 0:35 -2.08 Job Page: 59 Date: 12/16/00 Pile: RETWALLE 1 : SOIL >=- mma_- mo_m_ags=o_ftm Moment K -Lt -13.11 -8.74 -4.37 0.00 14 25- 27 1 2 3 4 5 2.03 -4.54 1.77 -3.10 1.50 .. -1.82 1..2.4.. . -0.69 0.98 " - 0.29 - 23.66 - 15.68 - 10.54 -7.93- - 7.54 15 26- 28 1 2 3 4„ 5 0.21 0.16 0.1.4 ., 0....0.5 ..... 0'.00 ..•. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 27- 29 1 2 3 4 5 0.83 -1.80 0.63 -1.54 0.42. -1.40 0.00 a.00. 0.00 - 7.54 -4.76 -2,33 0.00 0.00 17 26- 27 1 2 3 4 5 2.08 2.08 2,08 2.00 2.08• r NMI ilet 0.15 0.07 0.00 - 0.07 - 0.15 0.00 -0.16 -0.21 - 0.16 0.00 18 12- 14 1 2 3 4 5 • 3.r 45 3.32 3..19 3..07 2.94 0.00 0.00 - 5.60 - 5.60 - 5.60 0.00 0.00 1.62 7.31 12.99 19 1- 13 1 2 3 4 5 4.71 4.71 4.71 4.71 4-:71 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 2- 12 1 2 3 4-. 5... 3.45 3.45 3...45.. 3..45. ..... 3.45 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 RISA -2D (TO Version 4.01 Engineers-Northwest ---- 6869 Woodlawn Ave, NE, Suite 205 Seat t le; -..W*.... - 9.844.5 -_. EXODUS PARKING 5ECT...aY 6 <, Member-- Seet4on Poreesr LC 1 Member Joints Section I a 4 Aral.. Shear K -K Job Page: 60 Date: 12/16/00 File: RETWALLR : SOIL > Moment K -£t MMMMMMMO 21 3- 15 1 2 3 4.. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22 4- 16 1 2 3 4 5 2. .r 19 2.19 2..19 2....19 . 2.19.•- 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 23 5- 17 1 2 3 4 5 1.55 1.55 1.55 1..55. .. . - 1.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24 6- 18 1 2 4 5 0.93 0.93 0.93 0..99x3 0.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25 7- 19 1 2 3 4 . 5 0.y 31 0.31 0.31 0...31. e 01.314.1,,. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26 8- 20 1 2 3 4 5 o.00 0.00 0.00 0,..00 ....., N 0.00 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • 27 9- 21 1 2 3 4 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28 10- 22 1 2 . .a 0.00 o.00 • -O:O0 0.00 0.00 0.00 0.00 0.00 0.00 • Engineers Northwest 6869- Wogd3-Ave-, NE, Seattle, WA 98115 'RISA 2D (R) Version 4.01• Suite - Z 05� EXODUS PARKING RETAINING-WALL — SECT.X.a IQj ' ' 3::-- 1ftYl-- Mlemossits!!!e!!'1:Jt` Member.-Secti-on Force8; LC Member Joints Section �a r i'7I1Y�Y •... 4 5 29 11- 23 1 2 3 5 0".00 0.04 0.00 0.00 0.00. . 0.._00... 0.00- Shear --•-K Job Page: Date: Pile: 61 12/16/00 RETWALLE 370 1 : SOIL >mfmagenriminmssin...,..:i.m 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Moment X -f t 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 1 „• PROJECT : • w+Put PC. Equhtpasetvoripressure "C"• 00ery iherlr: pressure "Pa Sell dewily "c", ' Fy 41/. Vert. Reim. sore -tq ■ drmr dear e' *at"/' Hods. Rsks1. its IN • ,AllowaUle ea baring "'"a Co.l&cl.nt of triellon • Tor "r . -Shear key wkhih Shsw key height Ka Rerraln.d ?(Yor.N) Slab re.MMM ce 'UM • Passive nr" • ENGINEERS NORTHWEST, INC. P.S. 9899.WODOLAWN.AVE..N.E. (SUITE 205) SEATTLE, WA. 98115 LL6.a F.8. Overturning a =.30. F.O. Sliding • .1120 Pv "a Surcharge "'' • WI nn_ n11 1l! Illy 1.31111 • Mellon • kips game& • .1.4011= t140 lief 0207 het Ts Ph MIN �s El 0'•0" SHEET OF,_,_r,,, Rev. 2/19/91 NEM sury"'a 12 T1 Ku 1121 Width ". q. min. • 0.301 k.t L brg.■ 3.10 M. 10 T.O.S. 243 311 • RIO,. • • Prom t MwKl T 0211 . 4.4N 1.300 0.0411 1.0110 -' ' 0'120• 2.000 --• . MN. 3.200...... 04011, . "3.N1. "0104 4.11110 1.314 SAN -. 1.711 war ` TAN 01110 -- 3111 va ° • •As"n 'burin 'AN LOW- 0.14 0.001 '0.1100 0.14 11 nor ", 0,0001" 0.14 • MN..,.OA001." _ 0.14 •= 11 GAL AMU. 0.14 ..., .11 OAO1'' °0.0003 0414 11 0200 . ,1121166 0.14 0 4013 - 0.0007 0.14 •11 ' 0.011'1. ' "'0.174• 0 aril-•• 'MN-- • 0;17,. 0 • 11ellonss orckp 111111/ Krr .vii "."• Ass' site 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 1 0 • • • • 5 • 11 11 10 11 10 11 10 10 11 10 ...,• - • • Top einlorcing filit w - - - hiiii.' K« , .. Agri:. fir sire d • 000 -•Van lcal•nlntorcIng - War air... . , Mu K'"T vu - -Asp •-br► site to toe face .000 0 _ .. 0.00 0 0 l41?TE_:allowsble vu.; .0,120: • _s1 7 ENGINCERS- NORTHWEST -INC.- •. • 6899 W000LAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 •12061525.7560 - FAX • (208) 5224006 Jos NAME _.�h✓w7' DATE �� 0 SHEET1 3' '.or BY f ENGINflERS-NORTHWEST rikAC. MOO WOODLAWN AVE. N. E. - SUITE 205 -,SEATTLE, WA 9811S • (206)525.7560 - FAX • (206) 522-6006 JOB NO SUBJECT J09 NAME R44, e? • • $ • DATE SHEET, , SY - OF- 14,54 g,2. Si G,It• dk■,.....011■•■■ -41-v16. 4)94,5, 11414 ""' 611 son torr #2'w 19 ogooms-se -orsropos s TV- • 'es nal Is 1 ortnOt .r 41) 4 QAW clkirsitoetty,h,p /1.'0 • 35 2. alIOMANIOIONNINOtaatiot .1 enfltr.e- At r 4. NON) • '550404- �. ()woe 0 0'13) t4ix0,g • 1 ENGINEERS - NORTHWEST -INC-RS:-- -'- M So..•.4.a&._. WOODLAWN AVE. N.E. - SUITE Ai - ,SEATTLE, WA 98115 • 1206)525-7560 - FAX • (sue 522-001110 Jos No. swum. .Joe NAME • • DATE I I gt 1oo SHEET OP BY Immrommammommo fr • 4 g l$• Mv.t%"' Mo•itCe- it e1Zk 046. L' e4f034 Mu) .,1411141 44.44* I.1 i0.44)° +2.11 v 14311 b4'12." • G • 13401 114111&s° 1111 old) V{t,, , (�l -�r') I4/.11w IP':�.:i�� t44,2" (\) • tr gyp.. '12.,�"(Pr '19( 11,427-112- W 4. laalit cRt $ 3.1 ,. `� \h, %.1•1(3,'l) *tickv b3oo , v, ig Units US Standard Steer Code AISC 9th Edition ASD Allowable Stress increase Factor.:' 1.333 Include-Shear-Deformation- .. .. Yes No of Sections for Member Calca.: 5 Do-Redesign- - Yes P -Delta Analysis Tolerance 0'50 �7 - -- -- ===Joint--Coordinates r=_rssIMOMMMaaMIMMM EIMMOMMMMISMIS Joint No-- .. X Y Joint Coordinate --- Coordinate Temperature ft 1 - 0.500 -- .• -� 2 1.420 1- 2.190--- 4 3.360 4...340-- 6 5.310 7 6.280 8 7.250 9 8.250 10 9.250 11 10.250 12 1.420 13 - 0.500. 14 1.420 15= 2.390- 16 3.360 17 4M34 18 5.310 19 6.280' ° - 20 7.250 21- 8.250= ._ ..� 22 9.250 ft- -0.100 -4.160 - 0.100 -0.100 - 0.100 - 0.100 - 0.100' - 0.100 - 0.100- - 0.100 - 0.100 - 4.060 0:000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - -0.000 Op 0.00 �- 0.00 0.00 0.00 __- 0.00 .. 0.00 .. 0.00 0.00 0.00 •- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers--Northwest --- - 6869 Woodlawn Ave, NE, Suite 205 Seatt-1e; -Wk- -... 98115 - EXODUS PARKING RETAINING - - WALL• -SECT Re 0.-7'' - - Joint No--- 23••- 24 25---- 26 27- 28 29"- X Coordinate--._ ft 10.250- 1.420 7;25-0' 1.420 7.250 1.420 7.250- -e Joint-Coordinates-›----m= -- Joint -Coordinate- Temperature Et -- op 0 :000 0.00 0.940 0.00 0:9`44 0.00 6.840 0.00 6.800 0.00 8.500 0.00 X9.040 A` 0.00 Job Page: 62 Date: 12/16/00 Pile: RETWALA2 M---- ---- -- asassssssaesasassst:aeesaaas< Boundary -conditions >eaessaaeeeaeaaeaseasaaassss Joint--+- • Translation- -'-t • - -+ No X Y Rotation Kitt/1m. R /inw K- ft/rad a 1 8 2 8 3 8 4- 8 ".. 5 8 6 8 7 8 8" 8` 9 8 10" 8 11 Reaction 8 13' ` Reacion 1 Reaction 1 Reaction 1 Reaction 1' React on 1 Reaction 1 Reams on 1 Reaction 1 Reaction 1 ReacWion 1 React on 1 Reaction wwaswww< -Mate 'I a1a- (General) >awss Material Young's Shear Poisson's Thermal Labtl-'' Modulus Nadu/us- ' Ratio-- Coe!. Kai Ksi--- 10 "5 °F CON- 3600.00 =•a 1440,1 -00. 0 -.3000 0.65000 JT 3600.00 1440.00 01-3000 0.65000 LINW- n 29000.00 -- 1115+:00 0.3000 0.65000 asssasasss■ Weight Density K/ft3 0.150 0.001 0.001 •awawsssasas Yield Stress Kai 36.00 36.00 36.00 sasssssasssssasaassassasawaasssa .c sections > aaasssasaasasasasrsasasassassaaa Seet4ent -• - ' Database Material- As As I Label Shape Label Area ---0,2 1,3 1,3 in''2 in "4 CONC 120.00 1.2 1.2 1.00 CONC . 135.00 1.2 1.2 1.00 CONC • -48.00 1.2 1.2 1.00 JT 120.00 1.2 1.2 1.00 LINK -- 1000.00 1.2 1.2 1.00 WALL WALK JT. LINK' '.... I T 0,2 C in "4 1000.00 1424.00 64.00 1.e +10 1.e -3 C RISA -2D (R) Version 4.01 Engineers-Northwest .. ....... 6869 Woodlawn Ave, NE, Suite 205 Seatt1 e, -W k- ....98115 - . . EXODUS PARKING RETAIN • WALL--SECT Job Page: 63 Date: 12/16/00 Pile: RETWALA2 31 narsnnannumnanassnaaaanaanassammenn< Members y nanannna an= _aaan= aannesen___naaaaa Memb Joints Rotate Section Releases- Offsets Inactive? J-- 90° Set -•. i:AV*• J:AVM 1 -End J -End Label 4 Length in in ft---- 1.92 0.97 0.97 0.98 0.97 0.97 0.97 1.00 1.00 1.00 0.94 0.94 5.86 5.86 1.70 12.20 5.83 4.06 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 r- ......rt_. PTO 2 14 15 PTO 3- 15- -•.16...._. FT6� -• - . 4 16 17 PTO 5.:. . 17......... 18-- ...... 6 18 19 FTC 7 19..... 20- PTG - 8 20 21 FTd 9- 2r'. 22" - _ PZG-' _ 10 22 23 PTO 11 14° 24•° JT 12 20 25 JT IT- . 24 -. 26- WALL. 14 25 27 WALL 15• 26•- 28- WALL- 16 27 29 WALL 1r 2b" ' 27" • WALK"' PIN ` • PIN 18 12 14 WALL 19• 1 13-° LINK - 20 2 12 LINK 2r• 3.,, t5`.: Lam,._ 22 4 16 LINK 23-• 5" 17" _ LINK 24 6 18 LINK 25' 7° "• I LINIC ' 26 8 20 LINK 27 9•' ' 21.. LINK - 28 10 22 LINK 29- . rr" raw- mai PIN PIN PIN. " .. PIN PIN . PIN PIN r-• PIN PIN' P114 PI. • aaaaaaaaaaaaaaaaaaivaaaaaaa< Basic -Load Case Data >aaaaaaaaaaaaaaaaaaaaaaaaaa H�,e• Basic Load ease-- Load Type Totals No. Description - Nodal Point Diet. 1 SOIL WT 10 2 SOIL LAT 1 4 3 PASSIVE- 2 aaaaaaaaoaaaaaaaaaaa< Member -Distributed Loads, BLC 1 >aaaaaaaassaaaasamaaaaaa Joints --Load - Pattern- Pattern Member I J Label Multiplier 1 13 14 U1 - 0.1100 2 14 15 U1 - 0.6600 3 15,.:.... ..14...... ... U1,_ - 0.6600 4 ..1.5._., ,.....17 .Ux' - 0.6600 RISA -20 (R) Version 4.01 Engineers-Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle;- WA--- 981-15 • - -- EXODUS PARKING RETAIN ING -WALIr SECT ..A C,'z r -- -- wam_= mv- m___s =mC Member-Distributed -. Joints Load Pattern Member-- -I - - J Label- -- Loads . BLC-1 --Pattern Multiplier Job Page: 64 Date: 12/16/00 File: RETWALA2 5 6 7 8... 9.. 10 17 18 19.._ 21 22 18 19 20 21 22 23 - 0.6600 - 0.6600 - 0.6600 - 1.7600 - 1.7600 - 1.7600 ww*lssat'-•Member- -Point'• Loads, BLC 2 >=camasmmessewalaissemommeews Joints Member-- f J Direction-- Magnitude K, K -ft -0.730 16 27 29 X Location ft or t 10.000 wswwawwwwwaswwwwswww< Member Distributed Loads, BLC 2 >awwwwwaawwirwwwwwwwwws Joints Member T J - Load°'Pattern'•° Pattern Label -- Multiplier 12 14 16 l6.. 20 25 27. 2?. 25 27 29 29 H1 H2 H1 H4.,. 1.0000 1.0000 1.0000 1.0000 ■awwswawwwwwswwwwwsswww< Member Point-Loads, BLC 3 >swswswwrwwswswssmammi ws■ Jots Member--- I. J Direction-. Magnitude 11 14•~ 18 12 24 X° 14 X K,-K- ft 0.530 -5.600 Location ftort 0.440 1.670 swwwwwsswswwsswsaswwswwswssws< Load Patterns >wswwwswwsswssswswssswsssswsssw Pattern Magnitudes Locations Label Dir-°- . Start-- End- Start End H1 H2....... H3 K /ft, F 1: 000 ". - 0.750 - 0.. 720 - 0.510 --- - 0.21.0" .... - -K /Et, F 1.000 - 0.720 -0.510 - 0.370 - 0.070 ft or t ft or 1 - -- 0.000 0.000 0.000 0.940 0.000 5.860 0.000 4.200 4.200 8.200 a miswa ssarmwcooaimass===ssauorsoo< Load Combinations > wa= saaw sc orsorsoors=ossors===wwawmu m RWPB No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 2 1 3 1 rim RISA -2D (R) Version 4.01 Engineers-Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle-,-- WA--.. 98-:15 EXODUS PARKING RETAINING- WALfr- SECT arrc 7- s o=mm =es fte--== a - = = = == =mac Rearctfons; LC 1-: SOIL Job Page: 65 Date: 12/16/00 File: RETWALA2 w Joint + Forces -y -+ Moment No- . _. • }f..... Y.• -. Mz K K K -ft 1; . 0:00 4145 0.00 2 0.00 3.24 0.00 3 • a.00 2:61.- 0.00 4 0.00 2.03 . 0.00 5". 0`.00 1-.43 - 0.00 6 0.00 0.84 0.00 7- 0.00 0.24 • 0.00 8 0.00 0.00 0.00 9.., 0:00- ...,_ 0".00 '.. 0.00 10 0.00 0.00 4.00 11 0•.00 0.00..- 0.00 13 1.30 0.00 - 0.00 TOMITN - I.30 „ ..< . 14.46 Center of Gravity Coorde (X,Y,Z) (ft).-,.: 6.062, 1.878, 0.000 .sirarm.slrar: ellt:liirr.rC Member-Sectton- Porcerr LC 1 : SOIL >:••••••••••••••■••• Member Joints Section I' - J'•° 4 Axial Shear Moment K -.K K -ft 1 1 °3' .14 1 1.30 .= 4.45 0.00 2 1.30 - 4.33 -2.11 3 1.30 4.21 -4.15 4 1.30 - 4.09 -6.14 5 1.30 ,. 3.97 -8.08 2 14- 15 1 4.39 2 4.39 3 4.39 4 4..39 5 4.39 Wee MW 5.61 5.41 5.22 5.02 4.83 25.73 24.40 23.11 21.87 20.67 3 15- 16 1 .. 4.39 7.46 20.67 2 4.39 7.27 18.89 3 4.39 7.07 17.15 4 4.39 6.88 15.46 '5 '4.39 6.69 13.81 4 16- 17 1 4.39 8.72 13.81 2 4.39 8.52 11.70 3 4.39 8.33 9.64 4 .-. 4.39 8.13 7.62 5 .4.3.9 7.93 5.65 5 17- 18 1 4 39 9.36 5.65 2 4.39 9.17 3.41. 3. 4.39 . 8.91. 1.21 RISA -2D (R) Version 4.01 Engineers-Northwest -- 6869 Woodlawn Ave, NE, Suite 205 Seattle, ~ -WA:. 9-8115 -- EXODUS PARKING RBTAINWG --WM L SECT r#c2' C l'' Member-•8ectii n ' Forces•; Member Joints Section r- /octal- 4 5 4.. 3 9•_ .... 4.39 Job Page: 66 Date: 12/16/00 File: RETWALA2 LC 1 : SOIL Shear �•► -K 8.78 8.59 >_ = = = =UOMM == _MO =M = == Moment K -ft -0.95 - 3.05 6 18- 19 1 2 3 4 5 4.39 4.39 4.3.9 ._ 4..39....... . 4.39 ' 9.42 9.23 9.03 8.84 8.64 -3.05 -5.31 - 7.53 -9.69 - 11.81 7 19- 20 1 2 3 4 5 4.39 4.39 4,39 4..39 .. 4.39.:.. 8.88 8.69 8.50 8.30 8.11 -11.81 - 13.95 - 16.03 -18.07 -20.06 8 20- 21 1 2 3 4 5 0.60 0.00 0.00 0 .A.0. 0,00 5.70 5.23 4.75 4.28 3.80 8.55 7.19 5.94 4.81 3.80 9 21- 22 1 2 3 4 ... 5• - 0.00 0.00 0.00 a..0a .. 0.00 3.80 3.33 2.85 2.38 1.90 3.80 2.91 2.14 1.49 0.95 10 22- 23 1 2 3 4 5 0.00 0.00 0...0.E '0:00 1.90 1.43 0.95 0.48 0.00 0.95 0.53 0.24 0.06 0.00 11 14- 24 1 2 3 4 5 ti 1.09 1.09 1.09 1,,.0.9 .... 1.09 - 2.51 -2.51 -3.04 -3.04 - 3.04 - 20.42 - 19.83 -19.23 -18.52 -17.80 12 20- 25 1 2 3 4 5 2.A 40 2.40 2.40 2..4.4 . 2.40-- -4.39 - 4.22 -4.05 -3.87 -3.70 -28.61 -27.60 -26.63 . -25.70 - 24.81 13 24-- • -26---1.. 1 .09 -3.04 -17.80 ig RISA -2D (R) Version 4.01 Engineers Northwest 6869- Woodlawn--Ave, NE, Suite-r205 • -- Seattle, WA 98115 EXODUS PARKING RETAINING - WAbTr SECT Ai -C.2' Member Suction- Forces, Member Joints Section I -- J i 2 3 4, 5 Axial - K 0.91 0.12 0..54 0.36 Job Page: 67 Date: 12/16/00 File: RETWALA2 LC 1 : SOIL Shear fowl - - - -K -3.04 -3.04 -3.04 -3.04 Moment K -ft - 13.35 - 8.90 -4.45 0.00 14 25- 27 1 2 3 4. 5 2.40 2.22 2- ..Q4.... L -85 . 1•.67 -3.70 - 2.69 -1.75 -0.89 - 0.10 -24.81 -20.13 - 16.89 - 14.97- -14.26 15 26- 28 1 2 3 4 5 0.21 0.16 0. 1^11c .. 0 .. 0.5 ...:..s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 27- 29 1 2 3 4 5 .. 1.53 - 1.14 0.76 0.. 3./8 0 ..0o . - 3.14 -1.74 - 0.95 -0.73 0.00 - 14.26 -6.90 -3.06 - 0.62 0.00 17 26- 27 1 2 3 4 5 3.644 3.04 3..0,4 11,04 .,... 3.4)4 0.15 0.07 0.00 -0.07 - 0.15 0.00 - 0.16 - 0.21 - 0.16 0.00 18 12- 14 1 2 3 4 5 3.24 3.11 2.99 2...,86 2:-13 0.00 0.00 -5.60 -5.60 - 5.60 0.00 0.00 2.02 7.70 13.38 19 1- 13 1 2 3 4 5 4.45 4.45 4.45 4.45 4.15 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 2- 12 1 2 3 4 3.24 3.24 3.24...... 3...2.4._..... 3,24 ..... 0.00 0.00 0.00 0...0.0 o -..aa. 0.00 0.00 . 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers-Northwest -- 6869 Woodlawn Ave, NE, Suite 205 Seatttie; -WA_ . 981-15 -- - - Job Page: 68 Date: 12/16/00 Pile: RETWALA2 EXODUS PARKING RETAINING'-wAtr. SECT .A2 d•ti Member • -Seetion • Porcea, •• LC 1 : SOIL Member Joints Section --- I -• J 4 Axial-- Shear K `iC Moment K -ft 21 3- 15 1 2 3 4 5 2.63 2.63 2.63 2..63 .. 2.63 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22 4- 16 1 2 3 4 5 2.03 2.03 2.03 2.D3. 2.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 23 5- 17 1 2 3 4 5 1743 1.43 1.43 1..43 1 :43 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24 6- 18 1 2 3 4 5 0.84 0.84 0.84 0..,84 0'.84 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25 7- 19 1 2 3 4, 5 0.24 0.24 0.24, Q ..2A. 0..24 ,. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26 8- 20 1 2 3 4 5 0.00 0.00 0.00 .0..0 .. - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27 9- 21 1 2 3 4 5 • N 0.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0.00 0,00 0.00 28 10- 22 1 2 • ... 3 N 0.00 0.00 0.00 0.00 .0.:00 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers Northwest 686 --Wood a,m-Ave, NE, Suite--205 Seattle, WA 98115 EXODUS PARKING RETAIN-ING WALL-- SECT °47- 4 Job : Page: 69 Date: 12/16/00 Pile: RETWALA2 mstes_m_mssft_ = =_m = = = =C Member" Section- Forces, LC 1 : SOIL Member Joints Section I - J i Axial-- - - Shear Moment K K K -ft 4 5 0:00 • 0.00 0.00 0.00 0.00 0.00 29 11- 23 1 0.00 2 0.00 3 0.0.0. . 4., o.. OD..., .. 5 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ENG I r-' ERS - NORTHWEST 'NC. P.S. 0000 WOODLAWN AVE. N.E. - SUITE 205 - .SEATTLE, WA 98115 (2061525.7560 • FAX • (206) JOB NAME Vadi2 DATE I al SNEET_.__.OF BY ENG I r'ERS— NORTH WESTNC. P. S. �8A WOODLAWN AVE. N.E. - SUITE 205 - SEATTLE, WA 98115. - 12061525.7560 - FAX 0 (206) 5224060 • Joe No Jos NAME •f huittott.3e5 Lot &sacr 4k-st:2-k x`1,9 ftve r • DATE SNEETr.,oF BY 11110111111111111•111111M1110111.1•1•11.! OrtIr 101111111.11•10 ,yb 41gag" ak .1 #40I7" Utw' 14 1 bt5s 4 ge.V tWA5.5 WA.. ORS 0111 431 w • _•,• �•�A�+� Ass 143 NIA' @ l•k oil. 413 ...,� _.. .1 R ckr jt 62� .s,, outi ¶Qr got w 3(Irer.'0' ok, 1342" tis• *d1tuz. 44ei , mmmm= oamm==m ft= m== mm=== mm== mm==== am== aftm== w= ma=== == ma= ma== a= mme• :2= ====gexsm =am Units Stee-Y Code . - Allowable Stress Increase Factor I`nc1'ude-Sbar-ptz,rmation .:: No. of Sections for Member Calcs. r• 5 Do~ Resgn-, : Yes P -Delta Analysis Tolerance 0 :50% US Standard AISC 9th Edition ASD 1.333 Yes 534..e$ ri mmm ammseatinmommamamommammomm< Joint Coordinates >osammftmennemmissamentmensimmilmo Joint X • Y Joint No- - Coordinate - Coordinate Temperature .1- ' -ft ft o I. - 0.500 • -0.100 0.00 2 1.420 -3.100 0.00 3 2.390 -.- . - -0.100 0.00 4 3.360 -0.100 0.00 5.. -_ 4.340" -0.100 0.00 6 5.310 -0.100 -- 0.00 7 6.280 w. -0.100 0.00 8 7.250 -0.100 0.00 9- 8.250' " ' -0.100 0.00 10 9.250 -0.100 0.00 11. 10.250 "- -0.100 0.00 12 1.420 - 3.-000 0.00 13 °' ' -0.500 "' ' O'.000 0.00 14 1.420 0.000 0.00 15" .. 2.390 ° 0.000 0.00 16 3.360 0.000 0.00 17- 4.340" "' 0.000 0.00 18 5.310 0.000 - 0.00 19-- 6.280 • " 0.000 0.00 20 7.250 0.000• 0.00 Zr- 8.250' "' 0.000 0.00 22 9.250 0.000 0.00 • • 1 RISA -2D (R) Engineers- Northwest __ _.... 6869 Woodlawn Ave,, NE, Suite 205 Settle; -WA-- - 98315 Version 4.01' EXODUS PARKING AID; "SECT,�AITh . ...� Joint Coordinates >wrrrm.r= Joint 23- 24 25•- 26 27.. 28 29-- X Y Joint Coordinate- --.._. Coordinate. Temperature ft ft °F 10.250 1.420 7.250- 1.420 7.250. 1.420 7.250 mammaaamaaaaaammMaaamaamnm< 0.000 0.940 0.940 5.290 5.290 7.000 20.000 Boundary Joint. ---- 'renelabion - ----- -+ No X Y K/itrwA. ,.w--- K /i-rri 1 2 3 4 5 6- 7 8-- 9 10' 11 Reaction 13- Reaci.on 8 3 8 8 3 8 3 3 8 asaaaaaaaaasaaaaaaaasa Material Young's Label,. Modulus Kei CONC' '"' 3600.00 JT 3600.00 LINK- 29000.00 Conditions Rotation K- ft /tad 1 Reaction'' 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 1 Reaction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Job Page: Date: File: 70 12 /17/00 REWALAA 41 ynnumaaamaamaaanaaaammsommna si aaam< Materials' '(General) >ssniaaumsssasssonsmumsanrssan Shear -_- Poisson's Thermal Weight -. Modulus.' -Ratio Coed. Density - -Ksi *w ■ 10 ^5 °F--- -K /dt3 Yield Stress Kai 36.00 36.00 36.00 1t40.00 -" 0.3000 1440.00 0.3000 11154-.00 0.3000 0.65000 0.65000 0.65000 0.150 0.001 0.001 aaaaaaaaaaaaaaaamasaaaaasaaaaaaa< Sections >asaaaaaasasaaaac : as: =aaao: aaaaaan Section" Database Material Label Shape Label- WALL WALK JT LINK CONC CONC CONC ,Tr LINK. As As Area 0,2 1,3 in ^2 120.00 1.2 1.2 13,5.0.11 L.2 1.2 48.00 1.2 1.2 120.00 1.2 1.2 1000.00 1.2 1.2 I 1,3 in ^4 1.00 1.00 1.00 1.00 1.00 I T 0,2 C in ^4 1000.00 1424.00 64.00 1.e +10 1.e -3 C RISA -2D (R) Version 4.01 Engineers-Northwest ...._... 6869 Woodlawn Ave, NE, Suite 205_ Seattle; Wk'-- 98315 EXODUS PARKING RETAINING-WALL SECT . k2 IA Job : Page: 71 Date: 12/17/00 File: REWALA2A ar.r�.r .....m...............--...--.. Members ,-- r"m' ... amr'n' "S "S' n===== Memb Joints Rotate Section Releases--" Offsets Inactive? No•: - I -- - 940 Set-. . I AW4 -. J: AVM /-End J -End Label i Length in in ft-rrr 1 13.._. 14.... FTG 1.92 2 14 15 FTG 0.97 1§ 3 15. 16--- FTG 0.97 4 16 17 FTG . 0.98 5. 17 - .18�- .: FTG- 0.97 6 18 19 FTG _ 0.97 P' 7 19 20- FINS-. . 0.97 8 20 21 FTG -= 1.00 9 21. 22. FTG 1.00 10 22 23 FTG 1.00 11 14-24-- JT • . 0.94 b 12 20 25 JT - 0.94 13 2t 26. ° WALL 4.35 �. 14 25 27 WALL 4.35 15 26 28- : WALL 1.71 16 27 29 WALL - 14.71 17 26-. 27. . WALK - • PIN- • PIN 5.83 i. 18 12 14 WALL '' 3.00 19• 1 13- LINK-. PIN 0.10 20 2 12 LINK -- PIN 0.10 i 21 9 15' LINK • °• PIN 0.10 22 4 16 LINK PIN 0.10 23•• 5, 17 • LINK.. PIN 0.10 VI 24 6 18 LINK -PIN 0.10 25 7 19'• • LINK .. PIN 0.10 26 8 20 LINK PIN - 0.10 2.7. 9•• 21•.. LINK •' PIN 0.10 28 10 22 LINK PIN 0.10 29- 11' • 23,. - LINK- . "t PIN 0.10 a uminwswimmsvummosaoivwmwsc Basic Load' Case Data >aiivaimutommanimmumwswismuam 0LC•=°• Basic Load Ceee• • Load 'Type Totals No. Description Nodal Point Diet. 3. SOIL WT 10 2• SOIL LAT 1 4 3 PASSIVE- 2 sw■s:.:ossssss.ssossc Member-Distributed Loads, BLC 1 >ssrsssssssaosmASmamssss Joints -Load-Pattern Pattern Member I J -babel Multiplier 1 13 14 U1 - 0.1100 2 14 15 V1 - 0.5000 a . 15s..__.... 1!6... ... .. .. U.1,. .. ... - 0.5000 4 . _.. . 107.- . 17-- - U1 .. . .. - 0.5000 RISA -2D (R) Version 4.01 Bngineeffs •Northwest -._ .... .. Job : 6869.Woodlawn Ave, NE,.Suite 205 Page: 72 Seattle; WA•'' 98115 Date: 12/17/00 File: REWALA2A EXODUS PARKING REPAINING.. WAh r- S CT ..A/17 = aar3weVWseam'mwev sas = =< McRtbeD- D.Btributed Joints Load Pattern- Member— I. J Label- Loads, BLC 1 > Pattern Multiplier sc 6 7 8. 9Y.. 10 17 18 19... 2d... . 21. 22 18 U1 19 Ul 20 -. U]._. . 21 U]�...: 22 . U1-- 23 U1 - 0.5000 - 0.5000 - 0.5000 - 1.9300 • - 1.9300 - - 1.9300 numnamemmetwasslismsmilmuse< Member''Po*nt-LoadB, BLC 2 >rime....e,...si........... Joints Member-- I- J Direction— Magnitude Location K, K- ft ft or t 16` . 27 ` 29 ""` -: X" -0.390 13.000 ....................< Member Distributed Loads, BLC 2 >■=••• =e••■■•■•_u■•:.. Joints' • ' ‘ Load"Patternr Pattern Member 1 J Label Multiplier 12 14 16. 16 20 25 22 27 25 H1 27 H2 29 HH3. 29 •` H4 1.0000 1.0000 1.0000 1.0000 .......................< Member Point Loads, BLC 3 >••••••••••••••••••■••••• Joints Member I J Direction' • Magnitude 11 18 14-. 24 X 12 14 K,K-�ft 0.530 5.600 wwwwwwwwwwwwwwwwwwwwwwwwwwwwwic Load Patterns >-. Pattern Magnitudes Label-- Dir. Start End K /ft, F '- -K /ft, F V1- H1 H2 H3 H4- 1.000- 1.000 -0.751 -0.720 -0•: "720 -0.570 - 0.570 -- -0.320 - 0.210 -0.070 Location ft or% 0.440 1.670 ■ ........................... Locations Start End ft or t ft or 1 - -- 0.000 0.000 0.000 0.940 0.000 5.290 0.000 7.210 7.210 11.210 ......R ....................r- Load Combinations yc== o==sssa =ma =m =o =o =o=o....==sr RWPE No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv 1 8011 Y -1 .1 1. 2 1 3 1 ig RISA -2D (P) Version 4.01 Engineers-Northwest 6869 Woodlawn Ave, NE, Suite 205 Seattle; - WA •- 98.115 _-- EXODUS PARKING RETAfl lNd• WAbL SECT 'r' ansumsreltmovsnesvie&mm=====wC Reactions, •I C 1 : SOIL Joint + Forces + - Moment No-- x .... Y Mz K K - r - -K -ft Job Page: 73 Date: 12/17/00 File: REWALA2A >==== =s__s0 = =_= ss == W■■■■OM 1 0.00 3.67 0.00 2 0.00 2.80 -' 0.00 3 0.00 •4 2.36 0.00 4 0.00 1.94 4.. 0.00 5 0•.00 ~ . 1.51 0.00 6 0.00 1.08 0.00 7 0,00 •- 0.66 0.00 8 0.00 0.23 •- 0.00 9. 0..00 . . 0.00 0.00 10 0.00 0.00 0.00 11 0...00 0.00 0.00 13 1.53 0.00 - 0.00 Totals.: - 1.53 .° - 14.24 Center of Gravity Coords (X,Y,Z) (ft) : 6.386, 2.031, 0.000 mwsimwslawwwwwwwwwww.c Member Beebion Farces, LC 1 : SOIL Member Joints Section I - J , Axial- Shear Moment K 1--4 K K -ft 1 13- 14 -1 1.53 3.67 0.00 2 1.53 =- 3.55 -1.73 3 1.53 - 3.42 -3.40 4 1.53 - 3.30 -5.02 5 1.53 3.18 -6.58 AB >■■■■■■■ ■■■■■ ■■■ ■n■■ 2 14- 15 1 2 3 4 5 3.37 3.37 1.,3.7 3.37 • • 4.70 4.55 4.39 4.24 4.08 23.29 22.17 21.08 20.04 19.03 3 15- 16 1 2 3 4 5 3.37 3.37 3.17 3.12 3,.37 6.45 6.29 6.14 5.98 5.83 19.03 17.48 15.98 14.51 13.08 4 16- 17 1 2 3 4 5 3.37 3.37 3.37 3.37 -- 3.37 7.76 7.60 7.45 7.29 7.13 13.08 11.19 9.35 7.55. 5.78 5 17- 18 I 2 3 3.37 3.37 . 3.37: 8.64 8.48 8.33 5.78 3.70 1.67 RISA -2D - (R) Version 4.01' Eng*neer sr-Nortbwest 6869 Woodlawn.Ave, NE, Suite 2.05- - Seet-tle; .. WA -- 98115 . - Cob : Page: 74 Date: 12/17/00 Pile: REWALA2A EXODUS PARKING zi' SEe -- Member Section Forces, LC 1 : SOIL Member Ctoints Section. 1 - J 4 Axial_.. Shear K - K 4 .: .3.37 8.17 8.02 Moment K -£t - 0.33 -2.30 6 18- 19 1 2 3 4 5 3.37 3.37 3..3.7. 3:.3.7 3.37 • . 9.10 8.94 8.79 8.63 8.48 -2.30 -4.48 - 6.63 -8.75 -10.82 7 19- 20 1 2 3 4 5 3.37 3.37 3.3,7 3...32 :. 3.37 1 9.13 8.98 8.82 8.67 8.51 - 10.82 -13.02 - 15.17 - 17.30 - 19.38 8 20- 21 1 2 3 4 5 0.00 0.00 0.00 o.o0 0..D0 t.- 6.21 5.70 5.18 4.66 4.14 9.32 7.83 6.47 5.24 4.14 9 21- 22 1 2 3 4 5 0.00 0.00 0..00 0.0.0 0.00 4.14 3.62 3.11 2.59 2.07 4.14 3.17 2.33 1.62 1.04 3.0 22- 23 1 2 3 4 5 0.00 0.00 0.00 a..Q0. 0.00 2.07 1.55 1.04 0.52 0.00 1.04 0.58 0.26 0.06 0.00 11 14- 24,1 2 3 4 5 0.90 0.90 0.90 ., 0.90 -- 0.90 - 3.75 - 3.75 -4.28 -4.28 - 4.28 - 22.42 - 21.54 -20.64 - 19.63 - 18.63 • 12' 20- 25 1 2' 3 4 5 2'.53 2.53 2.53 2..53 - 3.37 - 3.20 -3.02 -2.85 -2.68 -28.70 -27.93 -27.19 - 26.50 -25.85 13.,... 2.4.x.._ 2f,....,. 0..90 -4.28 -18.63 RXSA -2D • (P} Version 4.01 00 Engineers Northwest 6869-- W.00dlavn-- Ave; • NE, Suite - 205 -•- Seattle, WA. 98115 EXODUS PARKING RR I�I�1C: -WAS► , SECT A-21g =mmrs_elftm me ommaa< Member- -Secti-on. Farces; - LC 1 Member Joints Section 0._ ♦ `• Axial` Shear K K 2 0.77 -4.28 3 0.63 - -4.28 4 0'.'50 - -4.28 5 0.36 -4.28 Job Page: 75 Date: 12/17/00 File: REWALA2A SOIL yftmammelmennmangsmonan Moment K -it -13.97 -9.31 -4.66 0.00 14 25- 27 1 2 3 4 5 2.53 2.39 2.26 2._12. ... 1.98 ,- - 2.68 -1.92 -1.20 -0.52 0.12 - 25.85 -23.36 -21.66 - 20.73- -20.52 15 26- 28 1 2 3 4 5 0.21 0.16 0.11 04,05 0.00 • y 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 16 27- 29 1 2 4 5 1.84 1.38 0.92., 0.46 0.00 - 4.16 -2.30 - 0.92 - 0.40 0.00 - 20.52 - 8.80 - 3.06 - 0.77 0.00 17 26- 27 1 2 3 4 5 4.28 4.28 4.28 4..2.8 4.28 •. 0.15 0.07 0.00 - 0.07 - 0.15 0.00 -0.16 -0.21 - 0.16 0.00 18 12- 14 1 2 3 4 5 2.80 2.71 2.61 2..52 2.42 0.00 0.00 0.00 - 5.60 -5.60 0.00 0.00 0.00 3.25 7.45 19 1- 13 1 2 3 4 5 3.67 3.67 3.67 3.67 3:67 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20 2- 12 1 2 3 4 .5 2.80 2.80 2.80 2..80 . .2.80 - 0.00 0.00 0.00 0....0.0 '0700- 0.00 0.00 0.00 0.00 0.00 RISA -2D (R) Version 4.01 Engineers-Northwest 6869.Woodlawn Aye, NE, Suite 205 - Seattie - Wk- 98x15 EXODUS PARKING RETAINING MALL L •SECTC 21t ■ = == =-m-mmu -e= -< Member-Section Forces•, . LC 1 Member Joints Section I - J * Axfa Shear K K 55 Job : Page: 76 Date: 12/17/00 File: REWALA2A SOIL > = = =_ = == mnammunummam Moment K -ft 21 3- 15 1 2 3 4 5 2.36 2.36 2.. .3.6 2..36. 2:36 ■■• y. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22 4- 16 1. 2 3 4 5 " 1.94 1.94 1.. 9.3. . 1...93 • 0.00 0.00 0.00 0.00 0.00 0.00 0.00- 0.00 0.00 0.00 23 5- 17 1 2 3 4 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 24 6- 18 1 2 3 4 5 1.08 1.08 1.08 . 1.0.8 1:08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 25 7- 19 1 2 3 4 5 0.66 - 0.66 0.66, 0.66 0.66 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 26 8- 20 1 2 3 4 5 0.23' 0.23 0.23 0..•23 .. 0..23 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 27 9- 21 1 2 3 4 5 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 28 10- 22 1 2 . 3^ 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00 0.00 'R/SA-2D (R) Version 4.01 Engineers. Northwest. 6869 .Woodlawn Ave, NE, Suites 205 Seattle, WA 98115 Job : Page: 77 Date: 12/17/00 Pile: REWALA2A EXODUS PARKING RETATNING W SECT A-A CM anaaar2aarsaxs1YS0a0Aa,4 Member-Section- Forces, Member Joints Section LC 1 : SOIL yaa== aaaaaaaaassasaaaa AX 4 5 29 11- 23 1 2 3 4 5 a-1 Shear Moment K ... __ --K K_it 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0•0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 • ENGIICERS— NORTHWEST AC. P.S. 8809 WOO DLAWN AVE. N.E.- SUITE 205 • SEATTLE, WA 98115 • (206)525.7580 - FAX # (200) 5224 Joy No Jos NAME __A�I'� DATE I2J III,,OC SUaricr, If tifelto a"" to 57 ENGIN'—ERS— NORTHWEST 4C. PS. • 6009 WOODLAWN AVE. NtE, - SUITE 205 - SEATTLE, WA 98115 • 12061525-7500 • FAX # (206) 5224606 • Joe No. Joe NAME SUBJECT DATE SHEET BY a tit 361 1111111■••17tAILIILSE aam...ass &asst. t tuts., asaamarale *8 IPh trattoommtt z • t at■ • 1l19 —1 V1 10/ — • MD- ENGIN ERS— NORTHWEST '"`1C. P.S. .0 6 9 WOODLAWN AVE. N.E. • SUITE 205 - SEATTLE, WA 98115 - 1206)525.7560 - FAX 0 (206) 522419S 12-111)(0 Jos No Jos NAME ©.sue ti I'k I , ('43).11. d -te 1&1e 6,'13 • DATE SHEET, vl OF.,,,..........., BY ' % e14Nd , , t 6,5"- rue l l.l'J It IA gK tee ' 1 _......►r ,.-M� 1.' l.`i clos43Rw' .0 k -,l5k47 f4@1I,1f1 3$A *acid 514 ,l. I tD1 1\41-41 .I,'i (i9.g)a24.35 w` 0&004-3P 104b2.11 M, ,fifty. z# 41,,c sue �►s 13,124 ,=- M,tµ'' 9€11 i`7 AS ENGINLERS- NORTHWEST 114C. PS. 6869 WOODLAWN AVE, N.E. - SUITE 205 • SEATTLE, WA 98115 - (2081525-7580 • FAX # (206) 5224696 Joe No. Joe NAME __9� 10w it4et.0414 i�V DATE SHEET, .or BY • L r PROJECT •. input • • Unl0OaRhedlL pr.ssore -wel $All densly-' 'a' F'C'C• fy ..vat. Rant ski Am "tor w' *At." Nock. R.lnt. sas • Allowable soN beating i Co.fNcdsi tof Mellon • Too" Shw lay width "'l• Shear lay MO! Km R.s*nkWd7(YorN) Stall'rssfslk„a • 0.000 Maki K e • 1.010 ENGINEERS NORTHWEST, INC. P.S. 88011WOODLAWN AVE..N.E.(SUITE.2D5) SEATTLE, WA. 98115 • F.S. Ov.rhnning • 2.01 .-- F.S. SNdIng • 114 py"AN urchMge Pb? • wrls SHEET 1/1 dF Rev. 211997 Hetern Ts4 10 Ph ►"• thnil El 0•4" ,=11111- = kips gamau. 11- ...2.13.a.= kat `1.1110 ksf O.N1,1a1 • TIC■ WIdIh ''• 7.1 0 4.3 qs min. • 0.000 ksf L NV. ■ 4.40 A. 0. T.O.S. 213 • El 0'%0" 3011 0 11.O.F. . II ean . • Maw , Vwe _ . iiiIcc i. cny Ash —berate- . _a.1., 1. As" bar sit. • _ _ ..,. R.nwks ,r 1400 saw-- 3.10:•• 4.1110 ' ' '1.7N • O.OM . 7.000 1.*'- N.NW— ` ---. .. O.ON title • 11.144 1d63 1131 US 4.103 •• 1.1N' r.N2. -- - -. 0.N1 ' 0.0000 net— -1.0110t• UN- • •' 0.NH ' ,0.1M -,.,, UM- '1.01$ " NNW 0.017 • 1801$ 043 • AL11110 .,is - - 0;0021 " INN -*mu ' 0.11. O 11 • 0:14- 1 • 11 - . L14- 1 11 - . 0.14.• 1. °. 11 1.14 1 '15 0.14 •1 40 0.17 1 11 - Oat" t, 14 '•' •;W 5 .,12' 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 1 16 1 10 1 15 1 11 • 11 11 5 11 1 15 O 10 1 15 .FIg.Tos .,a Mu . - . Mu i ir' _ , . Alcamo r.N,kxckp Ass" .. bar_ 44%0 Stu,A=Ii,k SI s 4'90 *ter Aso. Z1 °''',v I r u4x. „ ."� . FIg./M.I•.,�.. T, -.- +R, _• ii11'! ' Top ',Wonting Alt- bar nits ,, l _.$hMar.k.y _. -i kN.3"- dr. _toto..tacs.. . .. -- - tau Kft _.d • -4,1N Am" .. _ _ y _.-Voi icai r inIO,CIn -1108- - •, -bar duo $ ...0.100 0 . _ _1 _ - -- _ 0 0 we.'t.. • 0,110= MAX.II • Pap 1 M1",, I,9 bttiw•�.I?J�- t)AA6 "2' • - ' 12/12100 - RMWi0ads e • ENGINLERS- NORTHWEST INC. P.S. 6869 W000LAWN AVE. N. E. • SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (200) 5224696 Joe No. Joe NAME DATE SHEET V 0 SUBJECT BY • ,. • PROJECT' - ■ re ° EgeIv pesNwrpressuN!pc"■ Uniterwt-herler pressure d+ar tioN rknsMy na F'c'ts• -Fy"S. Vat. R A site (0) • def • :. Node. Rein!. eke in • :ANowabM soli booing" fa •Caellkkndtof Mellon ■ Toe" Sheer key width Km Sher key hefa M its Restrained 71 Y or N ) ENGINEERS NORTHWEST, INC. P.S. 0699WOODLAWN AVER N.E. (SUITE 205) SEATTLE, Wk. 98115 CONCRETE RETAINING WALL F.A. Overturning • 124 F.9.9Nding * 3.00 Pv �`�• Surcharge "R 're.I.11nce e" • O.000 Pdiselve e" • 1.610 Wd ". • Malkin ■ .I100R. gen m ■:- 2.W4 -. 1.041 kdh 0.61111 if From • • ° . . Wu! 1 111. rut El 0. -0" Dues 11 . Width" II qs mkt. • 0.000 kaf C'brp. • 1.06 R. SHEET 613J OF_,_„_r_ Rev. 211997 MEM NMI .,* •=herein • AO) bar site 0.000 6.N811 . ,0.14 ,. 0 0.0000"'„ 0.14 " 0 1AO0- • • 0.0000 - 0.14 6 0.613. -1.... 0.01114—, 0.14 6' 0.001 '0.0612 11.14 • '0 0.N6 'OA0O2 11.14 • 0 SAN 0.N04 .0.14 1 0 .011," SANE 0.14'. 6 O.812 • .IAOOF • 0.14 -- . • 0 1.110 " 2.30•-• &T00 - ....SA N •3.061 LOW- 0.013 i O.i1O 13N. 1,006 OAS 1.lN TAN 0: eT.O$. in EI4•.0" 220 . to". 16 10 10 16 =10 10 10 0.24 0.24 0.24 0.24 0.24 =4.114 0.24 0.24 1 1 0 0 0 6 0 0 16 16 16 16 16 16 16 16 16 ,,, PIg.Toe • * nu rsiolorckig .,.. •Olsen Mu N+► • Na- ... . _.Aso ": bu 0 " '"1111110111111111111111011111111•1111111111111W 4111.. Flg►INeb -�-� Top niiMercing 1411 - - Ad. .. fir site s -.Ohs kty . • d s _.0.0N ValkMreinforckig dr.... - Mu .. --vu" .. _ Aar- . herein S _to toe fan 0.000_ _0 O 00 _18 0 NOT6laMiwslik 1nl: Pape 1 12/12/00 RalwaN.uds • ENGINLi_RS -- NORTHWEST 2C. P.S. 6889 WOODLAWN AVE. N. E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 - FAX # (206) 522.0050 Jos No., - JOB NAME _C.7C�DU°3 DATE SUBJECT SHEET 8Y OF ENG I NL RS - NORTHWEST 1.4t. PS. 6809 WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 - (2061525.7560 • FAX # (206) 0224020 i Joe No. Joe NAME DATE ....10-1111P—,-- SHEET_OF. SY - SUBJECT 5 • 3, • PROJECT : • Equirtactivostoesure Ft? Equiwyessivepreesure Pef ihtifortit- hortfrpressuntigNe F'e fy Kos Vet Mein,. sing!) dare' a *OA" Horit, Malin go m Allowable soil bearing Its% Coefficient of friction • TOO Fill Sitar key Malt Its Shear key height glie Ittetrakted ? ( Y or N Iliktrrestalance lies 0.00 Paseive "1/ *AN ENGINEERS NORTHWEST, INC. P.S. 6010VOODLAWN AVE. N.E. (SUITE 206) SEATTLE, VVA'. 98115 ONCRIIIIMAIMINSINILL F.S. Overturning 244 F.S. Slitting a 1.11 PVPLPII Surcharge "" SHEET, th OF Rev. 2/19M7 1 sda ••• bar elm • •7" 177' r Aeo • •7.0.S. 41 El V4" 400 R.O.P. barsies 2.00 0.000 3421 — 4.30* 1440 0.4110 2.11111 4.2.111 Kam 6.306 IAN 11,051 WPM— tt3111 Y• • 0.02 '0.000 0.14 ' -UN— Met— 0.14 600- 0.14 = • LOU- - 0.81107..• 0.14 • Itg.Tos • Omni FO110114- • - 10 IL•16 •"11.1412 "0.14 0 11 0.•12• • 0.0610 ,11,17 -10 CMS ,6.26 0 14 tar 'UHL Lir • 5' - .33 &Mt-. OS•61- — US- • -10 7 0.24 0.24 0.24 0.24 0,24 0.24 0.24 0.24 0.24 1 0 1 15 15 15 10 15 15 10 10 16 „Wien reinforcing liht"T v11477.1dit haratia_kv_, Top reinforcing „ adia „Tar Spck --Sheer key -NOW dr. t• o toe face d •/00 --Vonleal-reinfercing - Mu 11-41. vu k* - .p -Area --bar gm Spack9 0.000 Lou _Lau 7 0.00 :140TE'41110,01400t- VII 12/12100 Rekvetals it • PROJECT : - ' atM Egolvr ae•pressme rc►, Equiv:imeelvt preeetarbre's Onifori tIoriL-petoureZ'r. Soli density F'c"Is Fy K. Yert, Rola elze M) donor • dro.►.� *Atli Hofer. Reif. Nu p) . allowetele eoN bearing' Coefficient of *U$ob ■ Toe n'■ Shear key width Shear key height "'a Rashakeed 71 Y or N ) Slkb reaIMance'c'"'ri 0.000 Passive /1" 0.4N` ENGINEERS NORTHWEST, INC. P.S. 6O89WOObt'AWN AVE: N.E. (SUITE 205) SEATTLE, WA. 96115 - J F.S. OveltumMg • 2.04 F.S. e * 1.01 Pv PIN -$urcharge °'if ire Ted 10 SHEET ' 1 pF Rev. 2/19!97 MUM Ph Pifs Frld$sn. --• t1$? • Mpe gam& • , : 1410. - Prom t Mu If Yu KS T; 1.210 kal OA* Mel El 0' -0" Te"`■ Width° • qs men. ■ 0.067 ksl L brg. • 3.110 R. NUM OEM As' Re'm bar eize 1.00 0.024 1.020", .. 02102 2.700 - •091 0.001 4;0M 1�M0 4110 1;000 SAN 1.002 0.070 ",.' 1. O.YN- • ):000 0401 0.0100 0.14 0•A02 - "- 0'.0000"" 0.14 OA00 OA/O• -- • 0.14 0.664-, 6.062-- 0.14 0.010 =0.00•3 ' 0.14 ONO •000100 0.14 0.011 ,1.111? 0.14 r 0.014' 0;0010' 0.14 1 0.010�•-•f.M11- , 0.14• 0 T T 10 10 10 10 • * T.O.S. 211 • El O'.0• 200 U.O.F. 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 • r F1�11sei -- -' Top reinforcing Ash , ••'6"ar elle - ilisalr key► - d • 0.000 - VerNca reinforcing - -Mar dr. - #N1 vY _ Asp -bar&M .... btoe lace _ 0 0. _.0 O.N _0 NOTE:allowabis '.vu MALII Page 12/12.CO Relwe0.Ids 1 u § 4 ENGINEERS—NORTHWEST INC. P.S. 68Ki WOODLAWN AVE, N.E. - SUITE 205 - SEATTLE, WA 98115 • (206)525.7560 • FAX # (200) 5224 Jos No. SUOJECT JO!! NAME _ DAYS .04 SHEET,4,LOr 9Y, SAtgg =ten' ` Aver otSt• T",40ItN,A ks.,Lt WZ DAVID EVANS AND ASSOCIATES, January 19, 2001 Michael P. Cusick, P.E. City of Tukwila Public Works 6300 Southcenter Boulevard Tukwila, Washington 98188 -2544 SUBJECT: MI2000 -312/ EXODUS PARKING DETENTION Dear Mikes 1610 W. Marine View Drive. Suite 200 Everett. Washington 982ot Tel: 421:219.4099 Pax: 421.119. jr1;; 1 appreciated the opportunity to speak to you on January 17'I', and found your clarifications quite helpful. Please find the following information and the design changes, found in both the report and on the civil construction plans, as sufficient response to your comments. As we discussed, two areas or existing pavement (designated A and 13 on the Basin Maps) will be detained and treated, as mitigation for the lowest portion of the new development (Arca E), which is substantially lower in elevation than the detention system. 1. Sec drawing sailor redline comments. Ail redline comments on the civil plans have been addressed. 2. See T.I.R. for redline comments, a) 3.0 inches were used for the 10 -yr storm rainfall depth. 2,5 inches in the original report was a typo and has been corrected. b) A CN value of 81 was used for the existing basin, because the area of development can best be described as second - growth forest. The mitigation arras (A and 13). which will be routed into the detention /water quality pipe in exchange for Area E, are paved. Using a CN value of 81 will give a conservative estimation of the existing flow rates and will lbrther validate the mitigation proposal. c) The detention volume in the detention pipe has been clearly shown with a stage - storage table that begins at the top of the dead storage and continues to the top of the pipe. d) The conveyance calculations have been revised to show both an upstream and a downstream backwater. 3. Please provide waterworks printout for detention calculations. CORREQ ION LTR# RECEIVED CITY OF TUKWIt A JAN 2 4 2001 PERMIi' CENTER 311.W.,. GLoa4 PCi.PNAuu.,cs Michael P. Cusick, P.P. January 19, 2001 Page 2 The StormSHED printouts have been included in the appendix of the report, These may differ from older versions of waterworks, Additionally, a stage-storage table for the complete detention pipe has been included, A noticeable reduction in the overall detention will be immediately conspicuous upon review. This can be attributed to the reduction in detained area (from O,88 acres to 0.80 acres), Originally, the mitigation proposal was to detain the complete existing access road leading southward up to South 126`" Street. This would have provided 0.18 acres of existing pollution generating impervious surfacing, In exchange for Area E (0.10 acres), which is not to be detained. The cross slope (super) in the road at the southernmost limit would have required the installation of a storm drainage system in the east side of the road in order to detain and provide water quality for all of it, This would also be a diversion of runoff, Therefore, the mitigation area has been adjusted to better reflect the existing drainage patterns, Hence, the reduction in upstream area from 0.18 acres to 0.10 acres. 4. Please check rainfall data for ten-year event. ft should be closer to 2.90 Inches, not 2.50 filches. See number 2 above. 5. Tease check detention pipe calculations. The live storage Is counted in the dead volu►►►e. This has been clarified and corrected in the revised report, 6. Conveyance calculations do not match the► plan sheets, The conveyance calculations provided were for the downstream system only, The upstream system has been included in the newly revised report. 7, Revise basin map to Include new parking area south of the building, Area E on the Basin Map is lower in elevation than the proposed detention system. This area is 0.1 acres in size and will discharge into an existing catch basin. This existing storm system discharges into Riverton Creek in the vicinity of Building 3. As mitigation for this area, an equivalent area of existing asphalt will be routed into the proposed detention system, through the installation of an asphalt-thickened lip and catch basins, This existing asphalt area is a part of the same drainage basin, and capturing this "dirty" water, treating, and then discharging downstream of the stream enhancement reach, will further benefit Riverton Creek, 8. Revise basin map upstream ofprofect site, See existing conditions basin map. The basin maps have been revised to include all areas that are tributary to the point of discharge, That portion of the basin, Area C, which is not a part of the new development, will be bypassed as shown on the Developed Conditions map. 1\( Michael P. Cusick, P.E. January 19, 2001 Page 3 Sincerely, DAVID = ' AND ASSOCIATES, INC. Mao ury Project Engineer RMF 6wInnt \prot11ci \mitWcsktop■rcapcx,doc (DASC0012) city of Tukwila January 11, 2001 Department of Community Development Giles Cuitle Sabey Corporation 12201 Tukwila international 131 4th Floor Seattle. WA 98168 RE: CORRECTION LETTER #1 Development Permit Application Number M12000 -312 Exodus Seattle ill — Parking Lot 3355 South 1.20th Place Dear Mr. Cuille, Steven M. Mullet, Mayor Steve Lancaster, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. MI correction requests from each department must be addressed pt the same time and reflected on your drawings. I have enclosed comments from the Building Division, Planning Division and Public Works Department. At this time, the Fire Department has no comments. The City requires that four (4) complete sets of revised plans be resubmitted with the appropriate revision block. If your revision does not require revised plans but requires additional reports or other documentation, please submit four (4) copies of each document. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal, I have enclosed one for your convenience, Corrections /revisions must be madoinnerson and will not l;g accented through the mail or by a messenger service, If you have any questions, please contact me at (206)431.3672. Sincerely, ktiL4*-- Brenda Molt Permit Coordinator encl xc: File Na. M12000.312 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206.431.3670 • Fax: 206.431.3665 Tukwila Building Division 6300 SouthCenter Blvd. Tukwila, WA 98188 206 -431 -3670 BUILDING DIVISION REVEI.W Date: January 9, 2001 Project Name: Exodus Seattle 3 parking lot Permit Application Application #: MI2000 -312 Plan Review: Ken Nelsen, Plans Examiner A general Building Division plan review has been completed for the subject project, Please address the following comments in an itemized format and accompany with revised plans and/or documentation. 1. Provide complete plan details and specifications for the retaining wall groundwater drainage system as noted In the conclusion of the Subsurface Exploration letter by Earth Consultants Inc. dated November 28, 2000. 2. In the Earth Consultants letter conclusion, a maximum 1 horizontal to 1 vertical slope is recommended for the excavation. Additionally, it is noted that undisturbed native soil or structural fill should be used for the retaining wall footings. As the upper retaining wall proximity would dictate It footing to be on structural fill, provide the specifications for the structural fill and any testing procedures as necessary. No further comments at this time. City of Tukwila Public Works Department Review Comments , , FILE: MI2000-312 APPLICANT: Exodus Seattle 111 ADDRESS: 3355 S 120 PL DATE: 1/4/01 4 PLAN REVIEWER: Contact Mike Cusick at (206) 433-0179 if you have any questions regarding the following comments. 1. See drawing set for redline comments. 2. See T.I.R. for redline comments. 31 Please provide waterworks printout for detention calculations. 4. Please check rainfall data for ten year event. It should be closer to 2.90 inches, not 2.50 inches. 5, Please check detention pipe calculations. The live storage is counted in the dead volume. 6. Conveyance calculations do not match the plan sheets. 7. Revise basin map to include new parking area south of the building. 8. Revise basin map up stream of project site. See existing condition basin map. PLANNING DIVISION COMMENTS, DATE: January 3, 2001 PROJECT NAME: Exodus Phase 2 11 PLAN CHECK NO.: MI2000 -312 Plan Reviewer: Contact Nora Oierloff at (206) 431 -3670 if you have any questions regarding the following comments. 1 Please provide a landscape irrigation plan that meets the standards at TMC 1832,040: H. Automatic irrigation, All landscape areas shall be served by an automatic irrigation system. Water conservation features such as moisture sensors with automatic rain shut -off devices, automatic timers, pressure regulating devices, backflow prevention devices, separate irrigation zones for grass and planting beds, and sprinkler heads matched to site and plant conditions shall be installed. Irrigation water shall be applied with goals of avoiding runoff and overspray onto adjacent property, non irrigated areas and impervious surfaces. oss COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: MI2000 -312 _. DATE: 1- 2.4 -01, PROJECT NAME: . EXODUS SEATTLE III -...PARKING LOT SITE ADDRESS: 3355. S 120 PL __Original Plan Submittal SUITE NO: Response to Incomplete Letter_._ ._...�, XX Response to Correction Letter # __Revision # After Permit Is Issued Bu1I, i :� •'vision . rgj 240 Pb Fire Prevention Structural ❑ Planking Division I ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete El Complete Er Comments: DUE DATE:, 1 -25- 2001 Not Applicable ❑ TUES /THURS ROUTI G: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS O I CORRECTIONS: (ten days) Approved ❑ Approved with Conditions REVIEWER'S INITIALS: DUE DATB 2_ Z2_2OO'I Not Approved (attach comments) El DATE: caRguarzsamommuott Approved ❑ Approved with Conditions REVIEWER'S INITIALS: Wm)OIfDOC V99 DUE DATE Not Approved (attach comments) ❑ DATE: it PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER:MI2000 -312. DATE: 12 -22 -2000 PROJECT NAME: EXQDUS 5EATTLE 3 PARKING LOT SITE ADDRESS: 3355.5.120 PL SUITE NO: AX _Original Nan Submittal Response to Incomplete Letter # .. Response to Correction Letter # # After Permit Is Issued DEPARTMENT: 'Roil ng�ivision ( O �t� 113101vhL Public Works Fire Prevention tR (z.10-co Structural G Plann ng Divisioyn 'y ♦61 Permit ©ordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ Complete ff Comments: DUE DATE: 12 -26 -2000 Not Applicable ❑ TUES /THURS ROUTING: Please Route if Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: &f ROVALS OR CORRECTIONS: (ten days) Approved ❑ Approved with Conditions ❑ REVIEWER'S INITIA DATE: DUE DATE 1 -23 -2000 Not Approved (attach comments) O CT ON D E NA ON: Approved E Approved with Conditions E REVIEWER'S INITIALS: DUE DATE Not Approved (attach comments) DATE: Ifitoul SPo pUtii ea) City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center, Revisions w!!! not be accepted through the mall, fax, etc. Date: Plan Check/Permit Number: ® Response to Incomplete Letter # ❑ Response to Correction Letter # 1 ❑ Revision # after Permit is Issued Project Name: a 1 • • i k \ 1* Project Addross: 3355 South 12Ai1' Place _„ Contact Person: riles CLlille Summary of Revision: �t2ooa -3�z RECEIVED CITY OF TIJKWItA JAN 2 4 2no1 PERMIT CENTER Phone Number: Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: (Pr Entered in Sierra on t-234-01 01 /11 /01 LICENSE DETAIL INFORM'9ION Form STATE OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES Specialty Compliance Services Division P. O. Box 44000 Olympia, WA 98504 -4000 THE RESULT OF YOUR INQUIRY FOR LICENSE NUMBER SELECTED IS: LICENSE DETAIL INFORMATION Current Filter, None Registration# or License Name Address Address City State Zip Phone Number Effective Date Expiration Date Registration Status Typo Entity Specialty Code Other Specialties UBI Number * * * SABEYCI033KM SABEY CONSTRUCTION INC 12201 TUKWILA INT'L BLVD 4TH FLOOR SEATTLE WA 981685121 2062814200 6/14/97 12/31/01 ACTIVE CONSTRUCTION CONTRACTOR CORPORATION GENERAL. 601532164 * * * * * * QQMI_EQ IV,* * * * *CHECK INQUIRY FQR,JnagNS ANp cOMPLAINT *.* * _yi ACT CONTR Oa I SUEANCE INFORMATION Page 1 of 1 New inquiry by CITY, NAME, PRINCIPAL OWNER NAME, NUMBER, UBI NUMBER or return to the L &I Construction Compliance Home Page http: / /www.lni.wa.gov/ CONTRACTORS /TF2Form.asp ?License= SABEYCI033KM 1/2/01 •