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HomeMy WebLinkAboutPermit D04-199 - GATEWAY OLYMPIA - RREEF MANAGEMENT - 2 LOADING RAMPSVACANT - RREEF 12610 INTERURBAN AVENUE SOUTH D04 -199 z ;I-z re 1112 6 UO U ra W= J l- W O. LL Q. Z d: �.. W_. I- O. Z i- Lu U� 'O O H W W. I — O: L11 Z' 1- H 0 Z ryas City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Z Parcel No.: 0004800003 Permit Number D04 -199 Z Address: 12610 INTERURBAN AV S TUKW Issue Date: 07/02/2004 Q: W Suite No: Permit Expires On: 12/29/2004 v UO Tenant: o Name: VACANT - RREEF CO LU Address: 12610 INTERURBAN AV S, TUKWILA, WA i _ u. WO Owner: Name: GATEWAY OLYMPIA INC Phone: U ' Address: C/O MCELROY GEORGE & ASSOC, 3131 S VAUGHN WAY #301 co CJ Contact Person: H = Name: RYAN ELLINGHAUS Phone: 425 252 -2153 ? f- Address: 2812 COLBY AV, EVERETT, WA z O Contractor: w o Name: DAVIS SCHUELLER INC. Phone: 206 775 -9400 v N Address: 2122 164 ST SW, STE 200, LYNNWOOD WA p �. f Contractor License No: DAVISSI105PN Expiration Date: 07 /01/2006 = W U DESCRIPTION OF WORK: p CONSTRUCTING TWO (2) NEW CONCRETE LOADING RAMPS AT EXISTING LOADING DOCK. ONE RAMP = 20' LONG FROM Z U CO V TO 2' -0" ABOVE GRADE AND SECOND RAMP = 40' LONG FROM V TO 4' -0" ABOVE GRADE. F- Value Vaiue of Construction: $12,000.00 Fees Collected: $349.76 z Type of Fire Protection: SPRINKLERS Uniform Building Code Edition: 1997 Type of Construction: VN Occupancy per UBC: 0025 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: Public: Storm Drainage: Street Use: Profit: Non - Profit: Water Main Extension: Private: Public: Water Meter: N ** Continued Next Page ** doc: Devperm D04-199 Printed: 07-02-2004 ►u w �' �g City o f Tukwila rsos r Permit Center Authorized Date: y ell I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. Department of Community Development / 6300 Southcenter 8L, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z �w �U U to 0 CO J CO U. W LL (0 CY = w Z rr- HO Z f— W U� O CO). o H- w U U- � Z : LU U= O Z The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit. Signature: Date: Print Name: 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. doe: Devperm 004 -199 Printed: 07 -02 -2004 %(: Cit y of Tukwila . r9oe Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Parcel No.: 0004800003 Permit Number D04 -199 Address: 12610 INTERURBAN AV S TUKW Status: ISSUED Suite No: Applied Date: 06/16/2004 Tenant: VACANT - RREEF Issue Date: 07/02/2004 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. * *continued on next page ** doc: Conditions D04 -199 Printed: 07 -02 -2004 t..; .. .. ,. :.d, .. .c.it . .'.,Fa ,. C.L ::, :.; !,.� `�'. i..a... „�'AV:doLLl;.wsn.FA w...a.•w.aw >:. ,. -- �,�+...pe+*.ii � , �� • c^.� :tsidxYr,�did+.'k.�� aJa +'LtG.c =.i, z ,3: z w D UO CJ) C0 W J = H D) LL w O. LLQ �D = �w z� H O z E- w Llj �o U :O 1311-- Lu LLI O ..z w CO) O z 7 R Cit y of Tukwila 1908 Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 i 4 I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: Date: doc: Conditions D04 -199 Printed: 07 -02 -2004 Z W o � JU U N 0 W = e✓ U) LL W O. 9-j . LL Q' Nd = W ? Ir F- O Z F-- W LIJ Dp U O� � F- W W L L •Z UN H � O Z . � g �` rsoe f CITY OF TUKWIL4 Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** Tenant Name: V ft CA OT New Tenant: M.... Yes ❑ ..No Property Owners Name: �t��t= �a�T�c �4 fiU�t 1 Mailing Address: jvl` W�=� 1 Cpl 1 T 4 0� . Ti> .Ir Lkk- . 1 City State Zip CONTACT PERSON r �!)�'` ±7i•1E�'►S �. - -��•u � ra ..:��C •TTiTS�iii���G/SiYJ�i Mailing / I - ' City Stale Zip E -Mail Address: V w ,J . Fax Number c GENERAL CONTRACTOR INFO ATION ` Company Name: " Mailing Address: `2 - � ' �.. ), SUr(Z 200, 6_9tJOtood[ City State Zip Contact Person: - Day Telephone: 2 2E , ! t )o E -Mail Address: �.�'� 1 i jr_� , r{� ��(�o� c j�-� . r z1 M Fax Number: �? ER - s 2 o i Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** ''ARCHITECT OF RECORD Alt plans must wet stamped by Arctutect of Record` ,s. . Company Name: my,-1 Mailing Address: �� l2 ' �b r_ �� E . ` `/ E-�1 ( — L3 2d I , 1 City — State Zip Contact Person: Day Telephone: 4sz; E -Mail Address: °i t� , fits Fax Number: 05 ENGINEEWOF RECORD All plans,must.be wet stamped by Engmee'r of Record .`: /. ^ City State Zip Contact Person: Day TelephoneL 3� 2 E -Mail Address:Su�� _ �S'cJ R�c S l( Fax Number: S 2 Z ~ w Q � Q 2 JU UO CO 0 C0 W W = H C0 LL WO u- U)O = W H O Z W U� O� o�_ W 2 HL) U_ O ui Z U= Z c IL WGJPERMIT EWORMA,. ION:.: ,:206 431 3670. . Valuation of Project (contractor's bid price): $ (a- OOZE -'—' / Existing Building Valuation: $ Scope of Work (please provide detailed information): 6- Will there be new rack storage? ❑ .. Yes ..No If "yes ", see Handout No. for requirements. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ .... Yes ❑ .. No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ . Sprinklers FT. Automatic Fire Alarm ❑..None ❑..Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? El.. Yes ❑ .. No If "yes ", attach list of materials and storage locations on a separate 8 - 112 x I I paper indicating quantities and Material Safety Data Sheets. Z W t tY 2 �U UO CO O CO CO L WO J LL Q N = _ CY F. W Z H F_ O Z l` UJ5 U� ON 0 t— W HF LL O . Z . W U= O Z i :i 'i 7 ,j i 1. t I 1 s i �pUBLIC;WORKS PERMIT INFO TION -- 206 -433 -0179 Scope of Work (please provide detailed information): Call before you Dig: 1 -500- 424 -5555 Please refer to Public Works Bulletin #1 for fees and estimate sheet.. Water District ❑ .. Tukwila ❑ ... Water District # 125 ❑... Highline ❑ . Renton ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ ... ValVue El ... Renton ❑ .. Seattle ❑ .. Sewer Use Certificate ❑ ... Sewer Availability Provided [:1 ... Approved Septic Plans Provided ❑ .. Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which applyl: El.. Civil Plans (Maximum Paper Size — 22" x 34 ") El.. Technical Information Report (Storm Drainage) ❑ ... Geotechnical Report ❑ ...Traffic Impact Analysis ❑ .. Bond ❑ .. Insurance ❑ .. Easement(s) E] ... Maintenance Agreement(s) ❑ ...Hold Harmless Pronosed Activities (mark boxes that a ❑ .. Right -of -way Use - Nonprofit for less than 72 hours El ... Right -of -way Use - Profit for less than 72 hours El.. Right -of -way Use - No Disturbance El ... Right -of -way Use — Potential Disturbance ❑ .. Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ .. Total Cut cubic yards El.. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements El.. Traffic Control ❑ .. Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ ... Work in Flood Zone [:1 ... Storm Drainage ❑ ..Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ... Grease Interceptor C1 ... Channelization C1 ... Trench Excavation C1 ... Utility Undergrounding ❑ .. Permanent Water Meter Size... 91 WO# ❑ .. Temporary Water Meter Size.. 71 WO# El.. Water Only Meter Size............ WO# ❑ .. Deduct Water Meter Size ........ " ❑ .. Sewer Main Extension ............Public Private ❑ .. Water Main Extension .............Public Private FINANCE INFORMATION Fire Line Size at Property Line ❑ .. Water ❑ .. Sewer Monthly Service Billing to: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing. Name: Mailing Address: Day Telephone: City State Zip Number of Public Fire Hydrant(s) ❑ .. Sewage Treatment Z }�- Z �W aa JU UO W= H NW WO LL Q co 2 l.—W Z F— Z� W W U� ON 0 1— WW HF_ u" O 111 Z U= O H- Z MECHANICAL, PERMITINFORMATION = 2064313670 MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address Contact Person: E -Mail Address: City State Zip Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance" Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Commercial: New .... ❑ Fuel Type Electric ..... ❑ Gas .... ❑ Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: Unit" Type: Oty Unit Type: Date Application Expires: Unit Type: Staff Init e Boiler/Compressor: Furnace<100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Eq uipment 0 -3 HP /100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP/l, 00 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig /Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator - Comm/Ind `PERMIT APPLICATION NOTES =- A pluable to A pernuts in this application Xg v 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 period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L WS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O OR AUTH Z NT: Signature: Date: Print Name Day Telephone: • '- Z Mailing Address: )tEg -( 1 i d ol — 7 City State Date Application Accepted: Date Application Expires: Staff Init e 6 Y 1z -16 _ y J •, vc+eivrtuur.�m axe,+ .��. — _- -------- --_._. _ _____. If " Z W UO N C0 W J = to LL WO La co = �W Z F- 1- O Z F_ U� ON OH WW H� O Z W U= O Z i i �.. g - Cit of Tukwila 1906, Y 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 I Z RECEIPT W I Parcel No.: 0004800003 Permit Number D04-199 0 0 Address: 12610 INTERURBAN AV S TUKW Status: APPROVED to 0 Suite No: Applied Date: 06/16/2004 w W Applicant: VACANT - RREEF Issue Date: N LL Receipt No.: R04 -00821 Payment Amount: 213.75 LL j C0 Initials: SKS Payment Date: 07/02/2004 09:35 AM w User ID: 1165 Balance: $0.00 i z ZO 5 J � Payee: DAVIS SCHUELLER, INC. v c i off WW TRANSACTION LIST: Type Method Description - - - - -- Amount ILL ---- - - - - -- -- - - - - -- --------------------------- Payment Check 3328 213.75 U N Z ACCOUNT ITEM LIST: Description Account Code Current Pmts { ------------------------ - - - - -- ---------- - - - - -- ------ - - - - -- BUILDING - NONRES 000/322.100 209.25 j STATE BUILDING SURCHARGE 000/386.904 4.50 s i Total: 213.75 2416,07/06 9710 TOTAL 213.75 doc: Receipt Printed: 07 -02 -2004 Total: 136.01 t x].906 06116 9716, TOTAL 1��•01. .:: doc: Receipt __ >... Printed: 06 -16 -2004 I City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 t Q RECEIPT z Parcel No.: 0004800003 Permit Number DO4 -199 o Address: 12610 INTERURBAN AV S TUKW Status: PENDING Co o 1 Suite No: Applied Date: 06/16/2004 w = X Uj Applicant: VACANT - RREEF Issue Date: —' t-- NLL w O, f Receipt No.: R04 -00738 Payment Amount: 136.01 U. co O Initials: SKS Payment Date: 06/16/2004 01:22 PM H w User ID: 1165 Balance: $213.75 ? i X ZO W W i �5 ' Payee: GARY PARKINSON ARCHITECT v N = w TRANSACTION LIST: �U Type Method Description Amount u- ---------- -- - - - - -- --------------------- - - - - -- ------ - - - - -- Z i Payment Check 16408 136.01 U co F- 2 O Z ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 136.01 Total: 136.01 t x].906 06116 9716, TOTAL 1��•01. .:: doc: Receipt __ >... Printed: 06 -16 -2004 I L� INSPECTION RECORD Retain a copy with permit _ INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 erect: Type of IAsye�ction: A dress: Date Cal ed: ii late o ' Wanted: Special Instructions: Is r�h Requester: P ne o: , O Approved per applicable codes. Corrections required prior to approval. COMMENTS: 1, r: r $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z z W UQ W� S2 U. w� u. Q co = H =. ZF- WO 5 0 (o N. o�- W W H 111 Z U= O h- Z INSPECTION RECORD Retain a copy with permit INSPECTION,NO. PE N Q CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Pr j ct• Type of Insp ctio c ( Address: D e Ca�Id: (/ . 0 Spe�al Instruction : ' Q� Date Wanted: 71 A3 1 n 4 p :m. Requester: C Phone No: Approved per applicable codes. Corrections required prior to approval. i Ins i 1 Re COMMENTS: Ck jr, , $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ceipt No.: Date: z �W UO 0 CO) C0 LL WO LL_ N = W z ZO UJ W U� N WW �- LL Z 111 U= O z INSPECTION RECORD Retain a copy with permit INSPECTION NO. PER 1 0 AD CITY OF TUKWILA BUILDING DIVISION C 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (20 0 )431-;670 ro ect: (04r Type PI-11 nspecti 0 1,11xboeo it A. o Date Called: Special Instructions: PD V-A� 1gM �(� Date Wanted: y , 6 1 a l Requester: Phone No: U of IF Receipt No.: Date: Z W JU 00 (J) W LL W 0 2� 9 LL C/) LIJ F- 0 LIJ LLI 5 Cl) 0 W W T- V. F- LL O. Z C0 0 ,z paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reigspection. INSPECTION RECORD _ Retain a copy with permit © PER N / INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 o ec 6L41L4 Tye f Inspect'on: Ad F Mi P 4VI �"A,,), Date Called: �. Special InstAirflons. OVA � � Date Wanted: �. p.m. Requester: Pho No: O Approved per applicablLy codes. Corrections required prior to approval. COMMENTS: Receipt No.: Date: Ir: uate. t .00 REINSPECTI N FEE REQUI D. Prior to inspection, fee must be aid at 6300 Southcenter Blvd., Sui 100. Call to schedule reinspection. Z �Z W JU UO ND J = TLL W O LL ? N = W H O Z 11-- W W U� Cl) a H WW H� LL Z LLI U= O Z Title : Job # Dsgrtr: """. Date: 2:40PM, t JUN 04 �.,. Description: f Scope L (c) Page 1 User:KMA03199 ,vat5.e.,,25.Oct -7002 Cantilevered Retainin Wall d 1903.2002 ENEnCALC Englneeting SolNmo Description FIL _ I. Criterla w = 2,000.0 psf Retained Height 2.001! Wall height above soil - 0.00 ft Slope Behind Wall = 0.00: 1 Height of Soil over Toe = 8.00 in Soil Density = 110.00 pcf Wind on Stem - OA psi Surcharge Loads L Design Summ ~` Total Bearing Load = 563 Ibs ...resultant ecc. - 3.64 in Soil Data Allow Soil Bearing • = 2,000.0 psf Equivalent Fluid Pressure Method Heel Active Pressure = 35.0 Toe Active Pressure = 35.0 Passive Pressure = 250.0 Water height over heel 0.0 it FootingIlSoli Friction = 0.400 Soil height to ignore Key Depth = for passive pressure = 0.00 in Surcharge Over Heel = 100.0 psi Used To Resist Sliding & Overturning Footing Strengths & Dimensions re = 2,500 psi Fy = 60,000 psi Min. As % - 0.001 Toe Widdi = 0.5011 Heel Width = 1.00 Total Fooling Widtli = __ 130 Footing Thickness - 10.00 In Key Widitt m 0.00 in Key Depth = 0.00 In Key Distance from Toe = 0.00 it Cover Q Top = 3.00 in Q Bbn.= 3.00 in Surcharge Over Toe = 0.0 psi Used for Sliding & Overturning L Stem Construction j jj To Stern _ _ Stem OK Design height i it= 0 0.00 Wall Material Above "Ht" = = C Concrete Thickness = = 8 8.00 Rebar Size = = # # 4 Rebar Spacing 1 12.00 Rebar Placed at = = E Edge Design Data - - tb /FB + to /Fa = = 0 0.034 C CITY OF TIiIMIi.A Total Force @ Section I Ibs= 2 214.0 A APPROVED Moment.... Actual i it-# = 1 184.6 Moment..... Allowable = = 5 5,412.6 Shear..... Actual p psi = 2 2.9 J J UN 3 0 200 Shear..... Allowable p psi = 8 85.6 [ Bar Develop ABOVE Hl. i in = 1 18.72 • A AS NO l LD Bar Lap /Hook BELOW Hl, i in= 6 6.00 Wall Weight = = 9 96.7 • • j,,% , Rebar Depth 'd' I In= 6 6.25 Masonry Data rrn p psi = Fs p psi = Solid Grouting = = Special hispection = = Modular Ratio 'n' - - Short Tenn Factor = = Equiv. Solid Thick. , Soil Pressure @ Toe 841 psf OK Soil Pressure ® Heel - 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe - 1,096 psf ACI Factored @ Heel = 0 psi Footing Shear @ Toe 0.0 psi OK Fooling Shear ® Heel 3.6 psl OK Allowable = 85.0 psi Wall Stability Ratios Overturning = 1.97 OK Sliding = 2.20 OK Sliding Calcs (Vertical Component Used) Lateral Sliding Force = 230.6 Ibs less 100% Passive Force= - 281.3 Ibs less 100% Friction Force = - 225.3 Ibs Added Force Req'd 0.0 Ibs OK ....for 1.5: 1 Stabifrty = 0.0 Ibs OK Footing Des R Toe • Neel Factored Pressure = 1,096 0 psf Mu': Upward - 120 0 ft Mu' : Downward = 35 57 it Mu: Design = 85 57 ft- Actual 1 -Way Shear = 0.00 3.64 psi Allow 1 -Way Shear a 85.00 85.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing =, None Spec'd Key Reinforcing = None Spec'd. Other Acceptable Sixes & Spacings Toe: Not req'd, Mu < S " Fr Heel: Not neq'd, Mu < S " Fr Key: No key defined RECEIVED 01' y OF W JUN 1 6 2009 PERMIT CENTER AN 16 2004 C 0 vING X15 aF %VAS � ? 343 �v a w O�� A FC 1. T BI�� Goa SS �OA AI, E 2 �?1� Z ~ W Q � Q � JU UO W = I- LL WO J U. ZF = W F- _ Z I... H O W F- W U� O� 0 f- W 2 H F- O Ill Z CO) O h- Z Other Acceptable Sixes & Spacings Toe: Not req'd, Mu < S " Fr Heel: Not neq'd, Mu < S " Fr Key: No key defined RECEIVED 01' y OF W JUN 1 6 2009 PERMIT CENTER AN 16 2004 C 0 vING X15 aF %VAS � ? 343 �v a w O�� A FC 1. T BI�� Goa SS �OA AI, E 2 �?1� Z ~ W Q � Q � JU UO W = I- LL WO J U. ZF = W F- _ Z I... H O W F- W U� O� 0 f- W 2 H F- O Ill Z CO) O h- Z Title : Job # usylir; vara: a . 'ivi'I.i, i JUN 04 Description Scope i,25.Od -zvo2 Cantilevered Retaining Wall Design Pe nninnndnn Snll..nrn '+ Description Summary of Overturnino & Resistins Forces & Moments .....RESISTING..... .....OVERTURNING..... Force Distance Moment Force Distance Moment I tem Ibs ft ft-# ` 'Ibs , ft ft-# — Heel Active Pressure 230.6 1.13 260.4 Soil Over Heel = 73.3 1.33 97.8 Toe Active Pressure = Sloped Soil Over Heel - Surcharge Over Toe Surcharge Over Heel = 33.3 1.33 44.4 Adjacent Fooling Load = Adjacent Footing Load = Added Lateral Load = /trial Dead Load on Stem = 0.00 Load @ Stein Above Soil = Soil Over Toe 36.7 0.25 9.2 Seismicload = Surcharge Over Toe = _ _ Stein Weighl(s) = 193.3 0.83 161.1 Total = 230.6 O.T.M. = 260,4 Earth @ Stem Transitions = Resisting /Overturning Ratio 1.97 Footing Weight - 187.5 0.75 140.6 Vertical Loads used for Soil Pressure = 563.3 Ibs Key Weight - Vert. Component - 39.2 1.50 58.7 Vertical component of active pressure used for soil pressure Total = '563.3 Ibs R.M.= 511.9 ' a Z �_- Z Q � W W� UO to 0 co III J = H (D W WO . U c o _ CY �W Z 1- Z F- W U J �p U O N. o I--. WW H LL O W Z U =. O Z Title : Dsgnr: Description Scope: Job # Dale: 2:481 1 JUN 04 I rcev: DWIUV u�r:M- 0003 "Vor5.6.1,25.oct.z� Cantilevered Retaining Wall Design _ Page 1 (c)1883 -2002 ENEnCALC Engineering SoMnro Description = 841 psf OK Soil Pressure @ Heel - 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,096 psf ACI Factored a@ Heel BUILDERS COPY = 0.0 psi OK Footing Shear (83 Heel 3.6 psi OK Soil Data = 85.0 psi Footing Strengths & Dimensions rCriteria Overturning Retained Height 2.00 ft Allow Soil Bearing = 2,000.0 psf re = 2,500 psi Fy = 60,000 psi Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method Min. As % = 0.0014 Slope Behind Wall = p 0.00:1 Heel Active Pressure Toe Active Pressure - 35.0 - 35.0 Toe Width = 0.50 R Heel Width = 1.00 Height of Soil over Toe = 8.00 in Passive Pressure = 250.0 Total Fooling Width Soil Density = 110.00 pcf Water height over heel - 0.0 it Fooling Thickness = 10.00 In 0.00 3.64 psi Allow 1 -Way Shear = FootingjjSoll Friction = 0.400 None Spec'd Wind on Stem = 0.0 psi Soil height to ignore None Spec'd Key Width = 0.00 in Key Depth = 0.00 in psi= 2 2.9 d for passive pressure = 0.00 in Key Distance from Toe = 0.00 ft 85.0 j j>aU in= 6 Cover @ Top = 3.00 in Q Btm = 3.00 in Surcharge Loads Bar Lap /Hook BELOW Ht. i Surcharge Over Heel = 100.0 psf Surcharge Over Toe = 0.0 psf - = 9 Used To Resist Sliding & Overturning Used for Sliding & Overturning . Desig S ummary Total Bearing Load = 563 Ibs ...resultant ecc. - 3.64 in Sol Pressure (d3 Toe = 841 psf OK Soil Pressure @ Heel - 0 psf OK Allowable = 2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,096 psf ACI Factored a@ Heel = 0 psf Fooling Shear @ Toe = 0.0 psi OK Footing Shear (83 Heel 3.6 psi OK Allowable = 85.0 psi Wall Stability Ratios Rebar Size = Overturning = 1.97 OK Sliding = 2.20 OK Sliding Cafes (Vertical Component Used) Lateral Sliding Force = 230.6 Ibs less 100% Passive Force= - 281.3 Ibs less 100% Friction Force = - 225.3 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5: 1 Stability = 0.0 Ibs OK Fon De Results Toe Heel Factored Pressure = 1,096 0 psf Mu': Upward = 120 0 ft Mu': Downward = 35 57 it Mu: Design = 85 57 ft -# Actual 1 -Way Shear = 0.00 3.64 psi Allow 1 -Way Shear = 85.00 85.00 psi Toe Reinforcing = None Spec'd Heel Reinforcing =. None Spec'd Key Reinforcing = None Spec'd Stem Construction To Stem Stem OK Design height f ft= 0 0.00 Wall Material Above "Ht" = = C Concrete Thickness = = 8 8.00 Rebar Size = = # # 4 Rebar Spacing 1 12.00 Rebar Placed at = = E Edge Design Data - - �C'T n fb /FB + fa /Fa = = 0 0.034 � n,, Total Force @ Section I Ibs = 2 214.0 A APPROV Moment.... Actual i it-#= 1 184.6 k kU Moment.... Allowable = = 5 5,412.6 J J'th' r Shear..... Actual p psi= 2 2.9 d rtl Shear..... Allowable p psi = 8 85.0 j j>aU in= 6 ,E U Bar Lap /Hook BELOW Ht. i 6.00 Wall Weight = = 9 96.7 ON Rebar Depth ' In= 6 6.25 O Masonry Data rin p psi = Fs p psi = Solid Grouting = = Special inspection = = Modular Ratio'n' _ _ Short Term Factor = = Equiv. Solid Thick. - - Other Acceptable Sizes & Spacings Toe: Not req'd, Mu < S " Fr Heel: Not req'd, Mu < S " Fr Key: No key defined RECEIVED CITY OF TUKWILA JUN 1 6 2004 PERMIT CENTER JUN 16 2004 C w AS lf �� 0 U xv� 343 . ,,A.. w� +�CI.S -� �w SSI0 1VAI. " P () Z 4=- Z �W 0 UQ CO co 111 J = H LL WO LL Q In . X �W Z F- 1- O W 5 U N W LU H u O W Z co ~O F- . Z .^� Title : r•� Job 9 Liam i .i t1 i'4 ti � Description Scope : ,.z�o�-zooz Cantilevered Retaining Wall Desigli Pegs ' nnfnnnrinn Snlh�nrn Description Summary of Overturnina & Resistins Forces & Moments .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item Ibs It ft-# •ibs ft it-# _ Heel Active Pressure — 230.6 1.13 260.4 Soil Over Heel = 73.3 1.33 97.8 Toe Active Pressure = Sloped Soil Over Heel = Surcharge Over Toe — Surcharge Over Heel = 33.3 1.33 44.4 Adjacent Footing Load = Adjacent Footing Load = Added Lateral Load — Axial Dead Load on Stem = 0.00 Load @ Stein Above Soil = Sol) Over Toe = 36.7 0.25 9.2 SeismicLoad - Surcharge Over Toe — Stein Weights) = 193.3 0.83 161.1 Total = 230.6 O.T.M. = 260.4 Earth @ Stem Transitions = Resisting /Overtuming Ratio 1.97 Footing Weight — 187.5 0.75 140.6 Vertical Loads used for Soil Pressure = 563.3 Ibs Key Weight = Vert. Component = 39.2 1.50 58.7 Vertical component of active pressure used for soil pressure Total = '563.3 Ibs R.M = 511.9 I r Z F- ~ W IY 2 J UO N 0 Q) LLJ W = H W W O L L C O 2 �W Z� 1- O Z I- W �p U 0 c 0 H W H U' 1- �O UU O H- Z PERMIT COORD COPY A PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -199 DATE: 06 -16 -04 PROJECT NAME: VACANT - RREEF SITE ADDRESS: 12610 INTERURBAN AVENUE SOUTH X Original Plan Submittal Response to Incomplete Letter # _,Response to Correction Letter # Revision # afteribefore permit is issued DEPARTMENTS: Buildin ivision ❑ Fire Prevention ❑ Planning Division 9 9 Public Works �25 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -17 -04 Complete E Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: u APPROVALS OR CORRECTIONS DUE DATE: 07 -15 -04 Approved ❑ Approved with Conditions (� Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: DATE: Documents /routing sllp,doc 2 -28.02 PERMIT COORD COPY ❑ No further Review Required DATE: z �w L� 0 CO 0 co W J H LL w LLQ S F. W z ZO �0 U ON o�_ WW LL O .. z W U= O z Payment Receipt CONSTRUCTION CONTRACTOR Renewal Receipt of Payment Receipt Date: 06/30/2004 Valid Until: 07/30/2004 Receipt #: 102375 Receipt Total: $106.50 i r Status: ACTIVE UBI: 601 273 797 Structure: CORPORATION Specialty: 01 GENERAL . Keep this page as your proof of payment. Page 1 of 1 This is a receipt for payment of the construction contractor registration and renewal fee and will serve as a temporary registration. The Contractor Registration Program will mail a renewed registration card to you. License Number: DAVISS1105PN ,, = ds License Name: DAVIS SCHUELLER INC Address: 2122 164TH ST SW, STE 200 1 005- 9 'M City, State: LYNNWOOD, WA iM6.150 Zip Code: 98037 Country: Type Payer Detail Trans.ld Amount Endor Validat Check Doc. DAVIS CHE I S.CHUELLERINC 042031 1 11 100539576 $106.50 [ Print ] Print 11 01 Mi N41 z W JU 00 (D o W= 1- LL w La co) = d �w z = zo W w U� o f- w u. O .. z w N H � O z http: / /quickcards. apps .Ini.wa.gov /Payment/PayReceipt .asp ?G= 1408B83DD -S 1 D4- 4727 -90... 6/30/2004 Department of Labor & Industries Contractor Registration Section First Class Mail PO Box 44450 US Postage Paid Z Olympia WA 98504 -4450 Olympia WA Z Now good for s years Contractor Renewal Permit No. 312 W RRenewa[ fee. Ekli •daW:% . $ *106.50 07/01/2004 00 _ Borid'.:c .1.. M1 .7..io •1 y•:.q.• •,, ", urtr: (n Cl ro CBIC W =. SF2518 :Insurance Q m /�o ":<:•Y cw.•. n`'� s $ ; RbB��s4: atioiUL. ipensg;#( �G�� .ontiuctoraype:,;;�,;'; � ?:.'i.•�=� W OHIO CAS. INS CO DAVISSI105PN oBK05307154G GENERAL —� Q N �Ja "surarice;Fi U. c 07/01/2004 M OIL W * 601273797 425 - 775 -9400 DAVIS SCHUELLER INC z �... M BusinossTxpe'wrY;tYi;�; " %; {.i! 4t�tri'y ?t 2122 164TH ST SW, STE 200 ~ O Z I-- U ❑ Individ • ❑ Part'ship ® Corp [] LLC/LLP F625-013-000 LYNNWOOD WA 98037 W W =y • 8.02 fftlrrft, itffFttr,f irfllrfft�► ff1 ,f #�t,flrttfliftltff, ►lttrfff o N o f.- W UJ p. Z co O Z . '.rll! f •! yy�In� DAVIS SCHUELLER, INC. LYNNWOOD, WA V - ' 1 7 042031 Z W JU UO N W= cl) LL WO UQ cl)� �W Z� F— O Z F— �5 U� ON D I— W H LLO .. Z W U O ~' Z Look Up a Contractor, Electri —in or Plumber License Detail Pagel of 3 Topic Index Contact Info 4 1 � ; Home Safety : Claims & Insurance Workplace Rights Trades 8 Licensing Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber j General /Specialty Contractor A business registered as a construction contractor with Lal to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment sof account and carry general liability insurance. License Information License DAVISSII05PN Licensee Name DAVIS SCHUELLER INC Licensee Type CONSTRUCTION CONTRACTOR UBI 601273797 Verifv Contra Premium Stat Ind. Ins. Account Id Business Type CORPORATION Address 1 2122 164TH ST SW, STE 200 Address 2 City LYNNWOOD l County SNOHOMISH i State WA ' Zip 98037 i Phone 4257759400 s Status ACTIVE r Specialty 1 GENERAL l Specialty 2 UNUSED Effective Date 10/15/1990 Expiration Date 7/1/2006 Suspend Date Separation Date Parent Company Previous License SEACRM1104DE Next License 5.1LVECL288_w Associated License Business Owner Information Name Role Effective Date DAVIS, BILL E PRESIDENT 01/15/1990 of https:H fortress. wa. gov /lni/bbip /detail.aspx ?License= DAVISSI105PN 07/02/2004 r� - moron , r..� :�v. �. ...,. --.� • i I` I 1' Z J Z �W QQ JU UO wW U) U. WO LLQ N = �W ' Z H F— O w ~ W U� ON �H WW LL O W Z CO) O Z Look Up a Contractor, Electri —qn or Plumber License Detail Page 2 of 3 SCHUELLER, KENNETH E VICE PRESIDENT 01/15/1990 ySCHUELLER, DA NETTE: SECRETARY 01/15/1990 s DAVIS, BARBARA D TREASURER 01/15/1990 Bond Information Bond Bond Cancel Impaired Received Insurance Name Policy Number Company Account Effective Expiration Cancel Impaired Bond Received Bond Name Number Date Date Date Date Amount Date 1#5 CBIC SF2518 10/15/2003 $1,00 0,000.00 06/30/200 $12,000.00 10/31/2003 OLD 413 INS CO BK053071546 REPUBLIC 07/01/2004 $1,000,000.00 10/31/200: OHIO CAS #4 SURETY CO YL1232425 07/01 /2002 11/24/2003 $12,000.00 04/26/2002 53071546 OLD 07/01/2004 $1,000,000.00 07/03/200: MUTUAL REPUBLIC OF #3 SURETY CO YL1232425 10/15/1997 07/01/2002 $6,000.00 ENUMCLAW OLD #11 INS CO 15360 REPUBLIC 07/01/2003 $1,000,000.00 06/21/200: i MUTUAL 42 SURETY CO YL1232425 10/15/1996 10/15/1998 $6,000.00 OF s #1 CBIC 658420 11/01/1990 10/15/1996 1 $6,000.00 ENUMCLAW Savings Information No Matching Information 1 Insurance Information https : // fortress .wa.gov /lni/bbip /detail.aspx ?License = DAVISSI I05PN 07/02/2004 I z Z � �U UO N C3 co ui J = N U. WO �QQ u- co 2 uJ Z F- �-- O w �5 U� N aH wW HF uO Iii S2 O z Company Effective Expiration Cancel Impaired Received Insurance Name Policy Number Date Date Date Date Amount Date OHIO CAS #14 INS CO BK00553071546 07/01/2004 07/01/2005 $1,00 0,000.00 06/30/200 OHIO CAS 413 INS CO BK053071546 07/01/2003 07/01/2004 $1,000,000.00 10/31/200: OHIO CAS 1 #12 INS CO 53071546 07/01/2003 07/01/2004 $1,000,000.00 07/03/200: MUTUAL OF E ENUMCLAW #11 INS CO 15360 07/01/2002 07/01/2003 $1,000,000.00 06/21/200: i MUTUAL OF ENUMCLAW #10 INS CO MO29470 07/01/2000 07/01/2002 07/01/2002 06/29/200 ' MUTUAL OF � #9 ENUMCLAW MO29470 07/01/1998 07/01/2000 MUTUAL OF #8 ENUMCLAW TBD 07/01/1998 07/01/1999 1 ' MUTUAL 1 OF #7 ENUMCLAW PK72385 07/01/1996 07/01/1998 07/01/1998 I MUTUAL https : // fortress .wa.gov /lni/bbip /detail.aspx ?License = DAVISSI I05PN 07/02/2004 I z Z � �U UO N C3 co ui J = N U. WO �QQ u- co 2 uJ Z F- �-- O w �5 U� N aH wW HF uO Iii S2 O z n Look Up a Contractor, Electri^ or Plumber License Detail Page 3 of 3 ,_..._ ....._......_ ..__.._...._ _..............__ ...._. _ ........_ ..._.__..... Uns atisfied Summons /Complaints Information No Matching Information Stmt a.—RQ Sea h—i About LEH I Find a job at LEH I Informacion en espanol I Site Feedback 1 1- 800 -547 -8367 i1 � vrnshinptlsn 0 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. IWANU Access Agreement I Privacy and security statement I Intended use /external content policy I Visit access.wa.gov Staff only link Z J.—Z ,W 00 CJ) 0 C0 UJI �LL wO u - (0 = �W z t-- O w ~ W U� O -. O !— W H� O. ui Z. U= O Z https:H fortress .wa.gov /lni/bbip /detail.aspx ?License= DAVISSI105PN 07/02/2004 OF j_#6 ENUMCLAW PK71968 07/01/1996 07/01/1997 1 #5 CNA 122410084 10/03/1994 10/03/1996 44 CNA 115482375 10/03/1992 10/03/1994 AMERICAN 1 #3 STATES 01CC7958583 10/03/1992 10/03/1993 AMERICAN 42 STATES 01CC7958582 10/03/1991 10/03/1992 G AMERICAN 's. #1 STATES 01CC7958581 10/03/1990 10/03/1991 ,_..._ ....._......_ ..__.._...._ _..............__ ...._. _ ........_ ..._.__..... Uns atisfied Summons /Complaints Information No Matching Information Stmt a.—RQ Sea h—i About LEH I Find a job at LEH I Informacion en espanol I Site Feedback 1 1- 800 -547 -8367 i1 � vrnshinptlsn 0 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. IWANU Access Agreement I Privacy and security statement I Intended use /external content policy I Visit access.wa.gov Staff only link Z J.—Z ,W 00 CJ) 0 C0 UJI �LL wO u - (0 = �W z t-- O w ~ W U� O -. O !— W H� O. ui Z. U= O Z https:H fortress .wa.gov /lni/bbip /detail.aspx ?License= DAVISSI105PN 07/02/2004 E6AL DESCRIPTION THAT PORTION OF C 0. LEH 15 DONATION CLAIM NO. 8 5EC TION 10, TOWNSHIP 23 NORTH, RANGE 4 EAS T, P C M. RECORD5 OF KING COUNTY, PE50RIBED AS FOLLOW . 8E6 NN I N6 AT A POINT WHICH BEARS NORTH 40 NE5T OF A D I 5TAW E OF 420.15 FEET FROM THE MaL ENT -- HUB - AT THE POINT OF INTER5EGTION OF A CURVE ON THE CENTERLINE OF THE DUWAMISH RENTON LftTION ROAD, NOW PAVED, SA ID POINT OF INTERSECTION BEING APPROXIMATELY 1,000 FEET EAST AND 20 FEET SOUTH OF THE 1/4 CORNER BETNEEN f C,T I ON 14 i 15, TOI' N5H1I P 23 NORTH, RAN6E 4 EAST, W . M . ; THENCE NORTH 4q' 2q ' NEST ON A CUURVE 150 FEET D I 5TANT FROM AND PARALLEL WITH THE GENTERL I NE OF THE SAID PUWAMISH RENTON JUNCTION ROAD A DISTANCE OF 635 FEET TO A POINT WHICH BEARS NORTH 81 EAST A DI5TAWoE OF 1 4q 11 FEET FROM A MONUMENT "HUB" AT THE END OF A COURSE ON THE CENTERLINE OF SAID DUWAMI5H RENTON JUW,TION ROAD, SAID END OF CURVE BEING APPROXIMATELY 1.200 FEET NORTH AND 440 FAT NEST OF THE 1/4 CORNER VE71EEN SECTION 14 AND 15; THENCE NORTH 4gD24' HEST A DISTANCE OF 2535 FEET THENCE NORTH Oq 'R36' EAST A DISTANCE OF 52 FEET TO THE TRUE POINT OF BE6INAIIN6, THENCE SOUTH 82'40'30' EAST A DISTANCE OF 5qO FEET THENCE NORTH 58 EAST A DISTANCE Or 643.35 FEET' THENCE NORTH 01'51' NEST A DISTANCE OF 341 FEET, MORE OR LESS, TO THE LEFT BANK OF THE PUM MI5H RIVER, SAID LEFT BANK BEING ALSO THE NORTHERLY BOUNDARY OF G.G. LEWI5 DONA CLAIM; THENCE 50UTHNE51T RI.Y ALON6 THE LEFT BANK OF THE SAID DUWAM I SH RIVER TO THE NE5TERLY LINE OF THE TRACT HEREIN DESCRIBED; THENCE SOUTH 00' EAST A DISTANCE OF 15q FAT, MORE OR LE55, TO THE P01NT OF BESINNI146; SITUATE IN THE CITY OF TUKWILA, COUNTY OF <ING, STATE OF WA5HIN6TON. P Cam ' �' OVHD . A STRIP OF LAND 16 FAT IN WIDTH, DESCRIBED AS FOLLOWS: 8E6INNIN6 AT A POINT IN THE G.G. LNE I5 DONATION CLAIM NO. 11 SECTION 10, TONN5HIP 23 NORTH, RANGE 4 EAST, I M.M. WH I C.H BEARS NORTH 40' NE5T A DISTANCE OF 420.15 FAT FROM THE Ca4TERI_ I NE OF THE DUWAMI SH RENTON ,.JUNCTION ROAD, NOW PAVED, SAID POINT OF INTEIR5EGTION BE1N6 APPROXIMATELY 1,000 FEET EAST AND 20 FAT SOUTH I OF THE 1/4 GORIER BETHEEN SECTION 14 i 15, TONNSH I P 23 NORTH, RANGE 4 EAST, W . M . , RECORDS OF K I N6 COUNTY THENCE NORTH 4 NEST ON A LINE 150 FEET D I 5TANT FROM AND PARALLEL WITH THE GENT'ERL I NE OF THE SAID -- -•-- — VUWAMI5H RENTON JUNCTION ROAD, A DISTANCE OF 835 FEET TO A POINT WHICH BEARS NORTH 81"44'15" EAST A D I STANCE OF 1 gg . 11 FEET FROM A MONUMENT "HUB" AT THE END OF A GOUR5E ON THE CENTERL I NE OF THE 5A I D DUWAM I SH RENTON JUNCTION ROAD, AND QUID OF CURVE BE I N6 APPROXIMATELY 1,200 FEET NORTH AND 440 FEET NEST OF THE 1/4 CXWRNER BETNEEN SECTION 14 t 15; THENCE NORTH 44 hE5T A 0I5TANGE OF 2,535 FEET THENCE NORTH Oq ' EAST A DISTANCE OF 52 FEET; THENCE NORTH 00'38' NEST 16. 155 FEET TO THE TRUE POINT OF BE6I NN I N6; THENCE SOUTH 00'38' EAST 16.155 FEET; - THENCE NORTH 82' 40'30 P NEST 1 11.4'1 FEET TO THE EASTERLY R I 6HT OF WAY L I NE OF THE PU6ET SOUND ELEGTR I C, RAILWAY; THENCE NORTHNE57ERLY ALONG SAID MAR6IN OF THE RI6HT OF WAY A DISTANCE OF 213 FEET; THENCE NORTHEASTERLY, RADIALLY FROM THE SAID EASTERLY RI6HT OF WAY LINE, A 5DISTANCE OF 16 FEET; THENC,E 50UTHEA5TERLY GONGENTR I G WITH AND PARALLEL TO THE SAID EASTERLY R 16HT OF WAY LINE TC- A POINT AH I CH DEARS NORTH 82 NEST FROM THE POINT OF BE6INNINS; SITUATE IN THE CITY OF TUKWILA, COUNTY OF KINI6, STATE OF WA5HIIN670N. I TRACT 41 OF RIVERSIDE I NTERURBAI TRACT'S, AS PER PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 14, RECORD5 OF K I N6 COUNTY EXCEPT THAT PORTION THEREOF, IF ANY, LYUIN6 WITHIN THE 16 FEET STRIP OF LAND DE5CRIBED ABOVE AS PARCEL B' 51 TUATE IN THE CITY OF TUKWILA, GOUTNY JF KIN6, STATE OF WA5HIN&TON. PARCEL '_D' THAT PORT ION OF G G G LEW I S DONAT I ON LAND CL A I M NIO 31 LY I NA EASTMM Y OF TRACT 41 R I VERS I DE I krYr:= RBA# 10'-B" (VERIFY) 10'_5" VIER I FY) -- low FILE COPY 1 -1/2" DIA. x 1/8" 6ALV. TUBE STEEL RAILS, TYP . TOP i BOT. - MATCH SLOPE OF RAMP (10 %) 1" 6ALV. PIPE • 5" o/c E : 6UA AND MAX. (4" MAX. OPN6 .) ONLY FREM I RED WHERE 1 - 1/2" VIA. x 1/8" 6ALV. EVATION 30" POST AT b' - 0" o/c MAX. W/ 12" DJACENT 6RADE EMBED INTO NEW GONG. WALL Kv R 24 5AY46UT EXI5TIN6 ASPHALT TRACTES, DE56R I BED AS PARCEL B, ABOVE, ANL LY I N6 NESTERLY OF THE NESTMY LINE OF THE TRACT OF LAND D SCRI BED AS PARCEL A, ABOVE; , 12" LONG 6ALV. 1/2" ASPHALT FELT t 5I TUATE IN THE CITY OF TUKW I LA, COUNTY OF K I N6, STATE OF MASH I NGTON . 5LEEVE SET I N 4 '� I STEMWALL •_ v 5 " GONG. SLAB ON 6RADE PA ' E ' w- 4 GONG . FT6 . E h!/ bxb W2.61x2 . Q A.H.M. AN EASEMENT t" ROADWAY AND UT I L I T I E5 AS GRANTED BY I NSTRUMEI�T UNDER RECCORD I N6 NO. 'lg 10090656 ; _ ° ` ASPHALT PATCH SELL PER .o ,, !% ` • d OVER COMPACTED UET • 2/Al SITUATE IN THE G I TY OF TUKW I LA, COUNTY OF K I N1G, STATE OF WASH I N6TON . y ° •-- u' GRAVEL 5UB6RADE - e , THE ABOVE LEGAL DE56R I PT I ON DESGR I BE5 THE SAME PROPERTY AS I NSIJRET I N THE <-EV C004 TITLE GO i TMENT . EX I 5T I N6 ASPHALT I PROJECT CRITERIA APPW--%: TUKWILA COMMERCE CENTER 12610 INTERURBAN AVENUE SOUTH, SUITE '8' TUKWILA, KA.94IN6TON 98168 ZONING: G /LI TAX PARCEL NUMBER #0004 UREA OF TENANT IMPROVEMENT: 10,636 S.F (WAREHOU5E) 1, 364 S. F (OFF I GE) 12,000 S.F TOTAL TENANT AREA Tl^PE OF GONSTfdlGT1ON: V -N FULLY SPRiNCLHRW OC,GUPMIGY f#tOUP: B (GFrIGE) F-I (YNRE+IOUSE) G ENERAL N OTES: 1. ALL DIMEN5ION5 ARE TO FACE OF STUD, FACE OF GONG. OR CENTERLINE OF COLUMN, V.N.0. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD W/ PIMEN5IONS CONTRACTOR SHALL ON PRA14IN65. ARCHITECT OF RECORD SHALL BE NOTIFIED OF ANY DISCREPANCIES BETNEEN THESE DRAWIN65 AND ACTUAL FIELD CONDITIONS. 9. CONTRACTOR SHALL VERIFY DIMENSIONS OF MANUFACTURED PRODUCTS TO A95URE COMPATIBILITY WITH THE PLANS. Z �t 0 ARCHITECT: • w ° :,a . 1 . o SEE DET. 2 /A1 POR REINF. SECTION AT RAMP 8 RAILING I EXISTIN6 ASPHALT PAVEMENT 32" #4 X 1 b f HOOK DOWEL a 24" o/c COMP. 6RANULAR BACKFILL I' s i' -0" RRF�F 16000 GHRIST'ENSEN ROAD, SUITE 101 TUKAILA, WASHIN6TON 98188 ( 206) 4314336 WNTAC,T: EDWARD R. TURPIN 6ARY PARK IN50N ARCHITECT5, 2812 COLBY AVENUE EVE'RETT , MASH I WON 6 18201 ( 425) 252 -2153 CONTACT: RYAN ELL I NSHAU5 ` � •, �...'►Ml.�•t+•N'Vi�f�' e�i•'MCN'!.. J1I11 J..,y ":+F..: t. /+ r, r :W...YM � -.► _-.. . w .. .- .� � . �- - .. .. .. . ... • .. ... .. CONTRACTOR/ APPL I CANT: I understand that the Plan Check approvals are subject to errors and omissions and approval of plans does not authorize the violation of any adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknovAedged. o_„�.cvt rt �I �r Al0ntown IT I tS 126th St L\ O N 0) O ir— a0 VIGINI1T MAC' NOT TO SCALE NORTH - _ * � B+�-r� rya w� LJ.. t-lo�t �.. - • ' - , • • ' RM��>IV. pRl.u�tz 1/ r 115� :.2 cL 4b %- 10( raF i -�. RC� :T a&as t . 4DR/NIN "11LQ •i.= (oo.vo. _->N S 4 1..1�►ZC;F tz W r'f1H C3�AY�� 4 0, DOU PS 1 - 8V 4 4 ,S►W/k ER 10 "D O/G !ZG#�0 ��'$►� 1 L. W ITH , J. `T•- �rC� � •�' �pLJ� - Nt�'t' Islam 1 ,4� , , r H •' ERs %J01tV ems / N ../4. n - YvAt .L.. "rE-i r�►c N . .T - !�l�IC3 ,- / /���.•,� K GU"'r wIC T- b►41C AT .101 NJ'T' % f ct Opp • : I°W7'4 41NG WA L.L. aw,- NabU L r. H 0 T • p -* ,, ! . �• o'� c, k 4 $1 0 Q 12" * i Cl) LL Q Q L- V CA y CC moo > W a 0 CO W L Q O N 0) O ir— a0 VIGINI1T MAC' NOT TO SCALE NORTH - _ * � B+�-r� rya w� LJ.. t-lo�t �.. - • ' - , • • ' RM��>IV. pRl.u�tz 1/ r 115� :.2 cL 4b %- 10( raF i -�. RC� :T a&as t . 4DR/NIN "11LQ •i.= (oo.vo. _->N S 4 1..1�►ZC;F tz W r'f1H C3�AY�� 4 0, DOU PS 1 - 8V 4 4 ,S►W/k ER 10 "D O/G !ZG#�0 ��'$►� 1 L. W ITH , J. `T•- �rC� � •�' �pLJ� - Nt�'t' Islam 1 ,4� , , r H •' ERs %J01tV ems / N ../4. n - YvAt .L.. "rE-i r�►c N . .T - !�l�IC3 ,- / /���.•,� K GU"'r wIC T- b►41C AT .101 NJ'T' % f ct Opp • : I°W7'4 41NG WA L.L. aw,- NabU L r. H 0 T • p �3 - CARS -r DAMS ,, ! . �• o'� c, 0 -q. +� ,,,,... Q 12" * i Cl) LL RETAINING WALL DETAIL 13 jm!mg Date 42 Permit No. Jun 1 6 2004 �s T E ,- �-�N CITY of TM ILA APPROVED IEXMES 4/ JUN 3 0 2N4 0 AS IQI' ' • f .i Alo Nee DAVIS - 50A1E].L9t, INC. �!!Sort � 2 122 - 164TH 57. 5. N. ' � � O � LY Mi'IOOD, 1'MSHI WON 01"'I �� 425) l"15-9400 CONTACT: KEN SGLIFJ_LER i • . ,;.. OF JUN 16 � 00 a V � w a O � � O U V d 4> � A 0 r, .Je AREA OF WORK SHEET: K rY-FLAN NOT TO SCALE JOB NO.: 04C -2368 i .. • i - . .. ... _ � ,�,,y� tee, �y�. ,y !�,�7 •�' . .... -... r. .. ,,. w. _w...,.. • .+•a .►�....r.rwr,rwi,,...rr.. v1•.�. _.��, ..r. ".'�. �' #. .�ti:7... �.•. M �:j �..) :I� �•.�.ci'... 71 ,►y,o.... .. .•. 1w ti M ol OL c 0 t S. Z �- E i Cl) LL Q Q L- y CC > W 0 W L Q M ,a J LO N , O V C III F N r U) N CN Z., '! *. },► A A INSON STA OF nASM#661 nH s .. 00 a V � w a O � � O U V d 4> � A 0 r, .Je AREA OF WORK SHEET: K rY-FLAN NOT TO SCALE JOB NO.: 04C -2368 i .. • i - . .. ... _ � ,�,,y� tee, �y�. ,y !�,�7 •�' . .... -... r. .. ,,. w. _w...,.. • .+•a .►�....r.rwr,rwi,,...rr.. v1•.�. _.��, ..r. ".'�. �' #. .�ti:7... �.•. M �:j �..) :I� �•.�.ci'... 71 ,►y,o.... .. .•. 1w ti M ol OL c