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HomeMy WebLinkAboutPermit D04-224 - INSURANCE AUTO AUCTION - TENANT IMPROVEMENTINSURANCE AUTO AUCTION BUILDING I 8801 EAST MARGINAL WY S 9 D04-224 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 DEVELOPMENT PERMIT Parcel No.: 5422600060 Permit Number: D04-224 Address: 8801 EAST MARGINAL WY S TUKW Issue Date: 09/10/2004 Suite No: Permit Expires On: 03/09/2005 Tenant: Name: INSURANCE AUTO AUCTION - SEATTLE Address: 8801 EAST MARGINAL WY S, TUKWILA WA Owner: Name: KENWORTH MOTOR CORP Address: 8801 E MARGINAL WAY, SEATTLE WA Contact Person: Name: DAVID KEHLE Address: 12720 GATEWAY DR, SUITE 116, SEATTLE WA Contractor: Name: SGA CORPORATION Address: 1501 N 200 ST, SHORELINE WA Contractor License No: SGACO * *084BS Phone: Phone: 206 - 433 -8997 Phone: 206 778 -2191 Expiration Date: 01/10/2006 DESCRIPTION OF WORK: DEMOLISH EXISTING STRUCTURE(BLDG I). REMOVE STEM WALLS AND CAP UTILITIES. SLABS AND BELOW GRADE FOUNDATIONS TO REMAIN. PUBLIC WORKS ACTIVITIES INCLUDE CAPPING OF DOMESTIC WATER SERVICE, FIRE PROTECTION SERVICE, SANITARY SEWER, STORM DRAINAGE AND EROSION CONTROL. Value of Construction: $20,000.00 Fees Collected: $363.50 Type of Fire Protection: Uniform Building Code Edition: 1997 Type of Construction: V -N Occupancy per UBC: 0025 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: Y Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: Y Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Profit: N Non - Profit: N Water Main Extension: N Private: Public: Water Meter: Y doc: Devperm 004 -224 Printed: 09 -10 -2004 Z Iii-.: ' w � D UO C/) co LLJ J = CO L W 9_j LL ¢ cf) = a �w Z F— O Z W U� ON OH wW LL O ..Z w co O Z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 doc: Devperm D04 -224 Printed: 09 -10 -2004 Z '~ w o � JU U Signature: Date: �� �� W w Permit Center Authorized = J H I hereby certify that I have read and examin d this permit and know the same to be true and correct. All provisions of law and U. ordinances governing this work will be complied with, whether specified herein or not. UJ 0 The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws Q regulating construction or the performance of work. I am authorized to sign and obtain this development permit. v_) a Signature. Date: 4 /O = w F- z F o Print Name: �� - 7 2 -� SC UL17� I— O Z F— ? Q 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 .0— suspended or abandoned for a period of 180 days from the last inspection. o ~ w -O Z w U= O Z doc: Devperm D04 -224 Printed: 09 -10 -2004 City of Tukwila face Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 PERMIT CONDITIONS Z Parcel No.: 5422600060 Permit Number D04 -224 ~ w Address: 8801 EAST MARGINAL WY S TUKW Status: ISSUED a: 2 Suite No: Applied Date: 06/25/2004 0 Tenant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: 09/10/2004 CO o CO W J = 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 0 w� 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be U. D d inspected by that agency, including all gas piping (296- 4722). _ Z H 4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical 0 work will be inspected by that agency (206- 835 - 1111). w �- �5 5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any v Cn construction. These documents are to be maintained and available until final inspection approval is granted. 0 6: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 w = v Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). L 7: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be Z v co construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any o other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this Z code shall be valid. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 10: All interior demo debris must be removed prior to demo of the automatic sprinkler system. Contact the Tukwila Fire Prevention Bureau at 206 - 575 -4407 for an inspection of the building prior to shut down of the automatic sprinkler system. 11: Accumulation of combustible waste material is prohibited during the demolition phase of this project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. 12: This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. 13: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 512. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 15: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** doc: Conditions D04 -224 Printed: 09 -10 -2004 .:tH . j.,;: �;f ..u:v e:6 yat. •.,>;ai. �:,� ;t...,l ik _ --, � k:� S' �" y' ., :...� �.. F.. -t+ �.,� ..f. . 1; "h .�i. :a3hi:' 'u i ,y. +., n I I':.a: •x.; . �:. ,;, ,. M Y x.�HGM y:6" LA � Ju .a .y . ••J� p � J � �... City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 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: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation off -site or into existing drainage facilities. 18: The site shall have permanent erosion control measures in place as soon as possible after 1=lnal grading has been completed and prior to the Final Inspection. 19: CONTRACTOR SHALL COORDINATE CAPPING WITH TUKWILA FIRE DEPARTMENT TO ASSURE THAT FIRE PROTECTION SERVICE TO THE REMAINING BULDINGS IS NOT CUT OFF. 20: PRIOR TO FINAL SIGNOFF APPLICANT SHALL SUBMIT AN AS BUILT PLAN SHOWING LOCATIONS WHERE THE UTILITIES LINES WERE CAPPED. * *continued on next page ** doc: Conditions D04 -224 Printed: 09 -10 -2004 z '~ w JU UO CO 0 co W J X CO U wo LLQ Co D = �w Z F-- O z F- W5 U O� 01-- wW 111 z co O z City of Tukwila 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. Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z �z '~ W � QQ 2 JU cU 0 CO o. U) J CO U W O 9-1 U- C� = a �W z HO z t— w W U O - � H W W' HH ti O, .. z W CO O z 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: Date: /D Print Name: doc: Conditions D04 -224 Printed: 09 -10 -2004 ILA w CITY OF TUKWILA -� Community Developmer. jepartment { ? Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 I Site Address: Tenant Name: Property Owners Name: Mailing Address: Name: 6&jQ Mailing Address: 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 ** King Co Assessor's Tax No.: 0 ,4ZZ 0 - W(60 - a3 4 Number: Floor: F- New Tenant: ..Yes E],.No J61 I , �F' t F, 28 yo ,6 b 8101 City State Zip Telephone: Gi�O• �'� ��,"I Ltty E -Mail Address: Aeh k y e ►� Y f�) Fax Number: Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: 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 ** 1T!'177TTT!'tT":AT'TT!`1ATT •S_Ci'" .. .., _ _ __. ..: .. .. ;.•, „•..'v ..; •.., .off .•• '; �• •. .. .,, �� ._.. .. .. _ ... t: �� . :. �. �. .,.. � t ' .. r to °.. ' � • .... Company Name: W V 1 le Mailing Address: 17 abfrl� X. Contact Person: E -Mail Address i t -7 js• 1 1 iJ 1" City State Zip Day Telephone: q%, 4 -- Fax Number: % • , V6 -PP,4 :ENGINEER 0 RECORD 7 A11 plans must be wet stamped'tiv. Engmeer:of Record Company Name: I Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: tapplicationatpemtit application (3.2003) 3/2003 Page 1 i• ZZ ~Z � D JU 00 Cf) 0 W = H �L WO La Cj) = F . W Z �- O W �5 U ON 0 H W �U LL O Z W U= O Z i ' itd on o)'Poj ct(ont'ctor!s bid pr $ ZD�� Existino(ding Valuation: $ �8�1 :�• 4 ►Scope of Work (please provide detailed information): C, tot,l l Q(IS't l 00 �I'�t UPI Iir�, yep ltlil,►�11� �rt�+�6�'l�u � YL�r� �111�C>�kfotl� 1'0 �� �� Will there be new rack storage? ..Yes No If "yes ", see Handout No. for requirements. r ,P,rovide All Butldtng Areas to S Footage Below Basement `L, ftlr - a v►y; .vuu�wr o�..;: _ Attach e dGarage Detached _Attached.:Carport_;_ :nCtaCt 4:a C po Uncovered _ #P 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): I IWL —'� Floor area of principal dwelling: tIJ Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in oo" e'of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: P Ar Compact: Handicap: i; Will there be a change in use? ....Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ..Yes ..No !f' yes ", attach list of materials and storage locations on a separate 8 -1 12 x 1l paper indicating quantities and Material Safety Data Sheets. tappliationslpennit application (3 -2003) 3r003 Page 2 Z Z W D WU UO W = H �W WO 9-j W? � = W H Z�— HO W H U� O - L 0 I U.1 W F- P LL O W Z U= 0 F- O Z ., , T pe'aif T ype.df _:.{ ',: , r r Intertor Existing Constrnctton Occupancy per :Existing �Reinodel .. Structure _ - New per:UBC UBC 1 Floor , �- 2 , floor::s; 3 Floor Floors _ . thru .� - . ...� Basement `L, ftlr - a v►y; .vuu�wr o�..;: _ Attach e dGarage Detached _Attached.:Carport_;_ :nCtaCt 4:a C po Uncovered _ #P 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): I IWL —'� Floor area of principal dwelling: tIJ Floor area for accessory dwelling:_ *Provide documentation that shows that the principal owner lives in oo" e'of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: P Ar Compact: Handicap: i; Will there be a change in use? ....Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑..Sprinklers ❑..Automatic Fire Alarm ❑..None . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ..Yes ..No !f' yes ", attach list of materials and storage locations on a separate 8 -1 12 x 1l paper indicating quantities and Material Safety Data Sheets. tappliationslpennit application (3 -2003) 3r003 Page 2 Z Z W D WU UO W = H �W WO 9-j W? � = W H Z�— HO W H U� O - L 0 I U.1 W F- P LL O W Z U= 0 F- O Z i� y . I 1� f , 4 �i 1 Call before you Dig: 1- 800 - 424 -5555 ;Please .refer,to Public WorksBulletin #l�for and`est'imate sheet::;`;;. Water District ...Tukwila ❑... Water District # 125 ❑ .. Highline ❑ ...Renton ❑ ...Water Availability Provided Sewer District ..Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑ ... Sewer Use Certificate ... Sewer Availability Provided ❑ .. 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 apply): ❑ ... Civil Plans (Maximum Paper Size -22" x 34 ") ❑ ...Technical Information Repdrt (Stone Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ... Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless Proposed Activities (mark boxes that apply): [] ...Right -of -way Use - Nonprofit for less than 72 hours ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ .. Right -of -way Use – Potential Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ .. Grease Interceptor 'V..Cap or Remove Utilities ❑ .. Curb Cut ❑ .. Channelization ❑ ...Frontage Improvements . ❑ .. Pavement Cut ❑ .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding ❑ ...Backflow Prevention - Fire Protection " Irrigation " Domestic Water " ❑ ...Permanent Water Meter Size... 1 9 WO# ❑ ...Temporary Water Meter Size.. " WO# „ ❑ ... Water Only Meter Size............ W0# ❑ ... Deduct Water Meter Size........ ❑ ...Sewer Main Extension ............Public Private ❑ ... Water Main Extension .............Public Private Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ... Water ❑ ... Sewer ❑ ... Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Ci slate Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City state Zip Upplicatiotu%permit application (3 -2003) Page 3 3/2003 Z ~w 0 W� CO U. WO 2� �j � = W ZF zO 2� U ON 0 1-- WW H� — 0 111 Z U= O Z MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: city state Zip Contact Person: Day Telephone: — E -Mail Address: 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 .... F1 Replacement .... ❑ Replacement .... ❑ Other: Indicate type of mechanical work being installed and the quantity below: :Unit.Type r... ; `Qh' ::Unit TYPe: .: Qh': Unit Type _1; :Qty; Boiler /Compressor Qty: Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP/100,000 BTU Furnace>100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 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 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF Y BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED. TO APPLY FOR THIS PERMIT. BUILDING HORIZED AGENT: �� ) Signature: Date: Print Name:ml Mailing Address� &OUY.t , , ` City Telephon State Zip Date Application Accepted: Date Application Expires: S - In }tials: -- Z�r ✓D _/ Z i \applicationakpcnnit application (3.2003) 3/2003 Page 4 i Z '~ W 5 L) UO CO) 0 J = F— N LL WO 9 u . W� = �W Z F— F- O Z F— W �5 U� O� o E- WW HF- LLO W Z CO O Z City of Tukwila race 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT Parcel No.: 5422600060 Permit Number D04 -224 Address: 8801 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 06/25/2004 Applicant: INSURANCE AUTO AUCTION - SEATTLE Issue Date: Receipt No.: R04 -01217 Payment Amount: 363.50 Initials: SKS Payment Date: 09/10/2004 03:32 PM User ID: 1165 Balance: $0.00 Payee: MERRILL CREEK HOLDINGS LLC TRANSACTION LIST: Type Method Description Amount Payment Check 231 363.50 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000/322.100 47.00 PW BASE APPLICATION FEE 000/322.100 250.00 PW PERMIT /INSPECTION FEE 000/342.400 31.00 PW PLAN REVIEW 000/345.830 31.00 STATE BUILDING SURCHARGE 000/386.904 4.50 Total: 363.50 09/14 9716 TOTAL 14'54-�,00 doc: Receipt Printed: 09 -10 -2004 z Z �W JU 0 U) O C0 W J = f - 0 L WO 9 5 WQ rn = �W z F- F- O z F- W5 U� O N F- WW F- tL O 111 z U= O z INSPECTION RECORD Retain a copy with permit ``•� -�� INSPECTION N0. # CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1 -3670 Approved per applicable codes. Corrections required prior to approval u paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection Project: Type of�pection.. /;4 • J A ssi Date Called: Special Instructions: Date Wanted: ,} a.m. V t . Requester: Phone No: Receipt No.: Date: Z Z �W QQ� J (U 0 N 0, J M �U- WO J LL N = W tr = ? F- ZO W U� O� D E- W 111 . H- 4:8 .• Z W U= O Fy- Z r INSPECTION RECORD���� Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100,.Tukwila, WA 98188 (206)431 -3670 Pro' ct: Type of Inspection: 0 IC Addre,ss. S, Date Called: &-)Y Special Instructions: IV Date Wanted: ( a.m. 'C L' P.M. Requester: - �s S Phone No: Approved per applicable codes. Corrections required prior to approval. s5 S W t� FAZ COMMENTS: 0 IC 6 Inspector: Date: I2 2 Receipt No.: Date: ::1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Z H '~ W JU UO UO co w J� 52 U WO L t� CY = W Z F- wo W U U 0 F- WW H � LL Z co O Z �'• ' City of Tukwila Steven M. Mullet, Mayor .J i +n I lk i 0 Fife Department Thomas P. Keefe, Fire Chie ... P f 1908 3 1 i i TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. �y -Z Project Name t (r� o4 ✓Pro j Address / i 'r l f ,r # mss x Suite t r , �.• �'`� i j 1 R in current inspection schedule i eeds shift inspection i Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -F%re: Permits: Authorized Signature FINALAPP.FRM 5'I 0 Rev. 2/19/98 Date T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 a Phone: 206 -575 -4404 • Fax: 206 -575 -4439 z a , W D UO N C0 UJ J � LL UJ 0 2� LLQ cl) a =W 1-0 W U� o - o�-- WW LL 0 u.i z U= O z PERMIT COORD COI- r PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D04 -224 DATE: 06 -25 -04 PROJECT NAME: INSURANCE AUTO AUCTION - BLDG I SITE ADDRESS: 8801 EAST MARGINAL WAY SOUTH X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision #_after/before permit is issued DEPARTMENTS: 11 � �- � 5a i W 6 x !� D Building Division Fire Prevention❑ Planning Division Public Wor Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS (Tues., Thurs.) DUE DATE: 06 -29 -04 Complete Rr 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 RO TING: Please Route Structural Review Required ❑ No further Review Required ❑ i REVIEWER'S INITIALS: DATE: i APPROVALS OR CORRECTIONS DUE DATE: 07 -27 -04 Approved ❑ Approved with Conditions Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPT( Documents /routing slip.doc 2 -28.02 .:.. �, M.. _ � <' us. �a. =xm t �. ',�:;,zk' t:..s�:w� %� T.u�i�i+,�'�� �,�,�....�.,�:�r. ` .tea z Z UO ci) 0 W = to w LLQ � �W z F - O z F- w w U C0_ o F- W F- LL O ..z W CO H� O z , Project Address: ft Cyr �tL Contact Person: Day.- Steve Lancaster, Director Revision suhmittals must he submitted in person at the Permit Center. Revisions will not he accepted . through the mail, fax, eta Date: ( Z - ! Plan Check/Permit Number: I Response to Incomplete Letter m Response to Correction Letter 9 Revision 4 i, after Permit is Issued Project Name: i' (a,� G� 4 Au �� 7 Summary of Revision: V X 97 Phone Number: G � City of Tukwila John W. Rants, Mayor Department of Community Development REC JUL 2 2 2004 - ' TUKVVILA i WORKS W Sheet Number(s): N IA— "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Sierra on TJLIWAM "r7 a z ~w JU UO ND CO W W_ H S2 LL WO LLQ �D = �w z F- 1— O w �5 U� N o E- W W F� LL u.i U= OH z x Mr. Ron Greene Washington Real Estate Holdings One Union Square 6n0 TTnive.rcity Rtrf-Pt Ridte. SUM Seattle, WA 98101 Re: Pao Car Dear Ron, The breakdown of the buildings F,G,H,I for capping off the utilities are as follows: Building F Fire Protection $497.00 Sewer $416.00 Water $346.00 Storm n/a Building G Fire Protection $497.00 Sewer $416.00 Water $346.00 Storm n/a Building H Fire Protection $497.00 Sewer $416.00 Water $346.00 Storm n/a Building I Fire Protection $497.00 Sewer $416.00 Water $346.00 Storm n/a If you have any further questions please feel free to call. Yours truly, SGA CORPORA ON Brian Merisko Executive Vice President CORPORATION GENERAL wm Z ♦ Z CONSTRUCTION w '�� W U AND J UO PRCJECT N 0 MANAGEMENT W = J H. N LL W O #SGACO•'0848S Q U. D = Cy: F - w Z F- I— O z F-- w w VO ON D H- wW F-F- u' O N. U .~O f— z 1501 NORTH 2OCIt STREET - SHORELINE, WA 98133 -3301 - TEL 206 533 2191 - SEATTLE 206 233 8038 - FAX 206 533 2196 RL 09 1 04 03 . 1SPM TUKWT'-A DCD /PW 111' `, f • , • . ��, P. 1/1 (-..y of f Tukwila Public Works Department/Engineering Dlviuion F AX TRANSMITTA.L 1 Fax Number: (206) 431 -3665 JUL T!I 2004 7'o: Date: Title: From: /l1 Com an - : Title: '"LOI�Mv� �NcSin/ Dept. Division: )Fax (206 ) o Z � " - 836 ] Total# of pages transmitted, Sent by JJs Number: including this cover sheet: (initials): Subject: - In5L4.4 , 1ce 6 Az-eAbc, Deu� 5 )� B fdos )t:, c • M- Messacre/ Comments w - E c/�. cz"es If this co';rmuntcation is not dearly receivod please cc711( 706) 433 -0170 . Tukwi7a Works Depamnent- .6500 South cerderPlvd 1#100, Tukwila, IYA 9SIM 2004 1 :.x:.. :u,:- :t. - :':.x++: <✓.+u.:,rfaa�...>?cra •i6:;�V.licri..tir:,r,i: ��'D e;�• t Z ~w JU 00 �o W = F- � w J U- = W F- _ Z F- F- O Z W 0 WW F- w z CO F- F- z 'DENT BY: SOA CORPORATION; 2065332196; MAR -9 -04 12:41PM; PARE 2/2 - ';DEPARTMEN'T OF LABOR AND [NDUSTRlES REGISTERED AS PROVIDED BYLAW-'-A5..•- C,OI PT,,. COT ._..• !- :•!J'A:f►1�f+14 R. ' ::r.., riWF <:'.i �;S� v ir ijrr.•�i� �r,i •: i.a�'.r tt'4 - w �� 4• �E�'i r� )� �.d1..Y':1L ` ti(!.tvy • j Y ,, . "1 ' ��`�” YS7nnC17L1!/;F�. +. „�' • ' " ;3; ;, , - EFFECTIVE DATE.. S: G A CORPORATION N 200TH ST :"SHORELINE WA .98133 15.02 -000 1" /) UcLLwh And Display C'witiewet I ' REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST.' #' EXP. DATE CC01 SGACO * *084BS 01/10,(2006 EFFECTIVE : .DATE. 01116/1§§2: S G A CORPORATION " 1501 N 200TH-ST SHOREL ' ' 9 1 SI�IIi1lLL � , Issued 6 OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold rl z ~w JU 00 0 J � CO L w U. u) D = �. W Z H wO LIJ i J U ON 0 H WW 0. 111 z U= O z 1 AA LU t fro. UVU/ wu•uuJaj The Boeing Company .... W .. . . ... _ �WNW ; Ir 5 't a r G! ES& O P P b C E It sic WK RMaE*J ll -8.4! , IEAM NO ■OER UNE- 4.5 ! FM ~'• vT ww� aCYw��� LEGAL DESCRIPTION A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT N0, 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY. WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SO UTH 15 00' 00" EAST, 456.' FEET ALONG SAID ELY MARGIN TO A POINT; THENCE EAST 1574.72 FEET TO THE WESTERLY LINE OF SAID EAST MARGINAL. WAY SOUTH; THENCE NORTHERLY ALONG SAID WESTERLY UNE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY ET AL, BY DEED DATED MARCH 7, 1957 RECORDED UNDER KING COUNTY RECORDING NO. 4784818. ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT 2 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL WAY SOUTH, WHICH POINT BEARS NORTH 89' 15' 54" WEST, 2470.01 FEET ALONG THE DONATION C LAIM LINE AND SOUTH 2T 40' 59" EAST, 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE UNE BETWEEN THE DONATION CLAIMS OF FRANCIS MCNATT AND HENRY VAN ASSELT WITH THE EAST UNE OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE WEST 1574.72 FEET TO THE EASTERLY UNE OF COMMERCIAL WATERWAY NO. 1; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HEREIN AS POINT • A • FOR SUBSEQUENT REFERENCE; THENCE SOUTH 2T 02' 00" EAST, 46.03 FEET; THENCE EAST 561.3 FEET TO THE WESTERLY LINE OF EAST MARGINAL, WAY SOUTH; THENCE NORTH 23' a' 59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING. 'EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY ET AL, BY DEED DATED MARCH 7, 1957 AND RECORDED UNDER KING COUNTY RECORDING NO. 4784818. TAX LOT No. 542250.0010 r � CONTAINER PROPERTIES 9229 E. Marginal Way S.. Tukwila, WA 98108 f i 0 j O 0 i !. #� �i . 9,0 O 9� N xIE W10 " or OF '1•k• MAIL 1 \iRmi0i - 1s,17 FfT CNOM) n=m^ 1t1eW alp of AL "-.Et 1 4CALE 1" - 60 PROJECT INFORMATION TAX ACCOUNT NUMBER SITE ADDRESS 542260- 0060 -03 " Pau iI w `WKW Na• cum W O� t72D l i r These plans have been mviewed b y a .. '' Works s t for conformance, 1? l 1 City standards. Acaptmoe is subject to errors an , Rr+ �Ir1elw i�011d is !10 t0 Gas and ooa�s which do a�ot sathoArise .iolatons of does noR adopea or The :+esponsat'bt�ity% o !or the Pf U1! Vkkd 1'1 of Go* Or 11010 . *MOO for of the deOp rats total with the dA*'• dde&m or whim to thm d appn #IW Fidel G1Dpy Wd driwiags Aff this deft vM void this saoeptan0e ��.. end well require a of rerised drawings . - A► MONO for subsem s�pe+owat Irnid Xpm, is subject fo field idpectioo bs • the Pubiic Vogb iaifida ftiWww. Dow aOf SULO L* AV Mo dwnw 1111111111111111111 ft 60 Ma ant MW bxk* addrl On 11"Iw bw 8801 EAST MARGINAL WAY CALCULATED LAND AREA SEAM WA 98108 1,061,980 t SO. FT. for 24.380 t ACRES] CURRENT OWNER PACCAR, INC., A► DELAWARE CORPORATION LAND USE GOVERNING JURISDICTION CITY OF TUKWILA, WASHINGTON (FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F PANEL 645 OF 1725 DATED MAY 16 1995 MOST OF THE SUBJECT PROPERTY IS IN ZONE "X" - `AREAS DETERMINED TO BE OUTSIDE 500 - YEAR FLOODPUIIN` A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100 -YEAR FLOOD BASE FLOOD EVEVATIONS DETERMINED - 8.4 FEET (SEE DRAWING). NOTE 1. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 845371 - Ci, (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TMI INFORMATION AND SUPPORTING DOCUMENTS, PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL (NATTERS BEYOND THE SCOPE OF THIS SURVEY. W vmft map 00 0 0 � No dew e 7 0v ^ 111 !l�Al1A'R /lR/QT �ORt O e�ICaI O PMn�q OIVS�I BUILDING AND SITE NOTES: DEMOLITION 1. BUILDING CODE: UBC '97 W /STATE AMENDMENTS 2. ZONING: MIC /H 3. BUILDING AREA: 3,847SF 4. OCCUPANCY GROUP: F (FACTORY) r " R�F rw ,5. SITE SETBACKS: 20' FRONT YARD JU N 2 4) 2004 GENERAL DEMOLITION NOTES: PEft4IrCFAp I. ASBESTOS ABATEMENT, IF REQUIRED, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOLITION. 2. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF IN AN APPROVED MANNER (DISPOSAL SITE, ETC.) J. FOUNDATIONS BELOW SLAB AND BELOW ADJACENT SURFACES WILL REMAIN. REMOVE ALL STEM WALLS, ANCHOR BOLTS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 4. SINCE NO DIRT WILL BE EXPOSED, EROSION CONTROL IS NOT REQUIRED OTHER THAN FILTER CLOTH AT CATCH BASINS AND TRENCH DEBRIS TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. $. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP ONES. S. UTILITIES TO BE MODIFIED TO PROVIDE SEPARATE WATER METER AND RPPA TO EACH BUILDING. 7. HAULING REQUIREMENTS MUST BE MET OVER 50 Cu. YD. OF MATERIAL TAKEN FROM �o 0 W04C:4 A z w � Z ca w o a 0 Ix Q4 Z 'dd F /'/ � VI r, w W � O � c0 W 40 U) DEMO BLDGI r c i 1 Y j 1 i �yy ' S i i r tJ c r r + Y i i r [ i Y + i f � S i Y i SITE. S. FIRE PROTECTION DEMO IS ISSUED BY FIRE DEPARTMENT. SDD- 1 Y *SITE PLAN BASED ON SURVEY BY BARGHAUSEN (10- 31 -03) .. ,. - • ...�Mwr�...�•..r.. .i ♦+bpA+�, .. .:.K .. vA�. :-q.. .A .w.. .4.•�a,ri'ir +r •.�' ►r s�.�xlw �'.iY.•..�' y„v •�.w wL•... .,. .. ... �i ef►a••i� ..•*'1. r.. 'f� � ...+I�.' � }�T :... .. '�', � L�:� •i tie �: "�I.T.".,� LEGEND, �O r P POWER VAIA.T V SIv AS ( We) A z + mwm �V) WMNW O N.) Q 0 N N YARD LIGHT + SECI CORNER (AS NOTED) a POWER METER • FMINO RJR /CAP (AS NOTED) -0- ® POWER Ancylo POIJE (A6 NOTED) d MW L�AO/TACK SURVEY ® UTury �IN�Mw (AS NOTED) dome CONTROL STATION D CATCH S M (CH) A94OLT 0 M WO 0 SWARY SEWER yMiNW (SSMI) •• r ,•' ooNCaE>E � OAS IrIETETt a (�) � = ' �"`.�..rti� + ` ti �L►r ma pv � Ixl CAS ft vs ....• -w- w — INTER lME DO INTER VIEVE (NV) Z SWTA RY SEVER UNE FIRE WMVIT LINE �Tfn WAM � — o —•--- G4 LINES ® MATER wETEat ""-' > TELEPHONE .� so C) POD uNOERC a" ' MOMT01! MEIN ""' — "K O M - POWER &VE)s" ---X --- CHIN LJW FENCE LEGAL DESCRIPTION A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT N0, 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY. WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT LINES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89' 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SO UTH 15 00' 00" EAST, 456.' FEET ALONG SAID ELY MARGIN TO A POINT; THENCE EAST 1574.72 FEET TO THE WESTERLY LINE OF SAID EAST MARGINAL. WAY SOUTH; THENCE NORTHERLY ALONG SAID WESTERLY UNE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY ET AL, BY DEED DATED MARCH 7, 1957 RECORDED UNDER KING COUNTY RECORDING NO. 4784818. ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT 2 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY UNE OF EAST MARGINAL WAY SOUTH, WHICH POINT BEARS NORTH 89' 15' 54" WEST, 2470.01 FEET ALONG THE DONATION C LAIM LINE AND SOUTH 2T 40' 59" EAST, 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE UNE BETWEEN THE DONATION CLAIMS OF FRANCIS MCNATT AND HENRY VAN ASSELT WITH THE EAST UNE OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; THENCE WEST 1574.72 FEET TO THE EASTERLY UNE OF COMMERCIAL WATERWAY NO. 1; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HEREIN AS POINT • A • FOR SUBSEQUENT REFERENCE; THENCE SOUTH 2T 02' 00" EAST, 46.03 FEET; THENCE EAST 561.3 FEET TO THE WESTERLY LINE OF EAST MARGINAL, WAY SOUTH; THENCE NORTH 23' a' 59" WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING. 'EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY ET AL, BY DEED DATED MARCH 7, 1957 AND RECORDED UNDER KING COUNTY RECORDING NO. 4784818. TAX LOT No. 542250.0010 r � CONTAINER PROPERTIES 9229 E. Marginal Way S.. Tukwila, WA 98108 f i 0 j O 0 i !. #� �i . 9,0 O 9� N xIE W10 " or OF '1•k• MAIL 1 \iRmi0i - 1s,17 FfT CNOM) n=m^ 1t1eW alp of AL "-.Et 1 4CALE 1" - 60 PROJECT INFORMATION TAX ACCOUNT NUMBER SITE ADDRESS 542260- 0060 -03 " Pau iI w `WKW Na• cum W O� t72D l i r These plans have been mviewed b y a .. '' Works s t for conformance, 1? l 1 City standards. Acaptmoe is subject to errors an , Rr+ �Ir1elw i�011d is !10 t0 Gas and ooa�s which do a�ot sathoArise .iolatons of does noR adopea or The :+esponsat'bt�ity% o !or the Pf U1! Vkkd 1'1 of Go* Or 11010 . *MOO for of the deOp rats total with the dA*'• dde&m or whim to thm d appn #IW Fidel G1Dpy Wd driwiags Aff this deft vM void this saoeptan0e ��.. end well require a of rerised drawings . - A► MONO for subsem s�pe+owat Irnid Xpm, is subject fo field idpectioo bs • the Pubiic Vogb iaifida ftiWww. Dow aOf SULO L* AV Mo dwnw 1111111111111111111 ft 60 Ma ant MW bxk* addrl On 11"Iw bw 8801 EAST MARGINAL WAY CALCULATED LAND AREA SEAM WA 98108 1,061,980 t SO. FT. for 24.380 t ACRES] CURRENT OWNER PACCAR, INC., A► DELAWARE CORPORATION LAND USE GOVERNING JURISDICTION CITY OF TUKWILA, WASHINGTON (FLOOD INFORMATION FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F PANEL 645 OF 1725 DATED MAY 16 1995 MOST OF THE SUBJECT PROPERTY IS IN ZONE "X" - `AREAS DETERMINED TO BE OUTSIDE 500 - YEAR FLOODPUIIN` A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE "AE" - SPECIAL FLOOD HAZARD AREAS INDUDATED BY 100 -YEAR FLOOD BASE FLOOD EVEVATIONS DETERMINED - 8.4 FEET (SEE DRAWING). NOTE 1. FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT NO. 845371 - Ci, (DATED AUGUST 2, 2001 AT 7:30 A.M.) WAS RELIED UPON FOR TMI INFORMATION AND SUPPORTING DOCUMENTS, PLEASE REFER TO THAT REPORT FOR FURTHER INFORMATION REGARDING FINANCIAL (NATTERS BEYOND THE SCOPE OF THIS SURVEY. W vmft map 00 0 0 � No dew e 7 0v ^ 111 !l�Al1A'R /lR/QT �ORt O e�ICaI O PMn�q OIVS�I BUILDING AND SITE NOTES: DEMOLITION 1. BUILDING CODE: UBC '97 W /STATE AMENDMENTS 2. ZONING: MIC /H 3. BUILDING AREA: 3,847SF 4. OCCUPANCY GROUP: F (FACTORY) r " R�F rw ,5. SITE SETBACKS: 20' FRONT YARD JU N 2 4) 2004 GENERAL DEMOLITION NOTES: PEft4IrCFAp I. ASBESTOS ABATEMENT, IF REQUIRED, MUST BE APPROVED BY PUGET SOUND AIR POLLUTION CONTROL AGENCY PRIOR TO DEMOLITION. 2. REMOVE ALL DEBRIS FROM SITE AND DISPOSE OF IN AN APPROVED MANNER (DISPOSAL SITE, ETC.) J. FOUNDATIONS BELOW SLAB AND BELOW ADJACENT SURFACES WILL REMAIN. REMOVE ALL STEM WALLS, ANCHOR BOLTS, ETC. TO LEAVE THE AREA FREE FROM ANY PROTRUSIONS (STRUCTURAL OR UTILITY). 4. SINCE NO DIRT WILL BE EXPOSED, EROSION CONTROL IS NOT REQUIRED OTHER THAN FILTER CLOTH AT CATCH BASINS AND TRENCH DEBRIS TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. $. CAP ALL UTILITIES TO THE BUILDING, DISCONNECT ELECTRICAL AND REMOVE ANY WATER METERS AND CAP ONES. S. UTILITIES TO BE MODIFIED TO PROVIDE SEPARATE WATER METER AND RPPA TO EACH BUILDING. 7. HAULING REQUIREMENTS MUST BE MET OVER 50 Cu. YD. OF MATERIAL TAKEN FROM �o 0 W04C:4 A z w � Z ca w o a 0 Ix Q4 Z 'dd F /'/ � VI r, w W � O � c0 W 40 U) DEMO BLDGI r c i 1 Y j 1 i �yy ' S i i r tJ c r r + Y i i r [ i Y + i f � S i Y i SITE. S. FIRE PROTECTION DEMO IS ISSUED BY FIRE DEPARTMENT. SDD- 1 Y *SITE PLAN BASED ON SURVEY BY BARGHAUSEN (10- 31 -03) .. ,. - • ...�Mwr�...�•..r.. .i ♦+bpA+�, .. .:.K .. vA�. :-q.. .A .w.. .4.•�a,ri'ir +r •.�' ►r s�.�xlw �'.iY.•..�' y„v •�.w wL•... .,. .. ... �i ef►a••i� ..•*'1. r.. 'f� � ...+I�.' � }�T :... .. '�', � L�:� •i tie �: "�I.T.".,� �O r 00 00 M V A z N �V) (D Q 0 N N %%W0001 %M000F LL; �. a 00 O X �Q LJ 04 V) 0) dome f s W a Emmq E==4 Z CO V J �i o C) V COV R SHE T 1■r T MPORARY. EROSION,AND EDIM NTA ION CON ROL A PORTION OF THE FRANCIS MCNATT DONATM CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH RANGE 4 EAST, W.M. IN KING COUNTY , WA TON SEE SHBET 2 PLAN VIEW DETAL OF AREA • TAX i.OT No. ON740 -0033 r • � . � . � • �� . ..I . � . � . •� ..� . •s ..� . Is . �� . � . � • rtrt�r . Ittt� . fih :?.^.QIRg rQfT1pQl1� ' f 8911 is Marginal Wad ` >. m 100 FT • )'S 1 '08V 15ft 71' BUILDING D TO REMAIN .• ;•• •� •• ♦ • � �• •. . A `• v� r �,.d�r ; � t om t • •' • • • �;' �/ � w A � � • • . � � • w • .• . .• • . i f s .Iles `n; �� ff�� ��'' FF TO REMAIN 1 1 ,,� �„�•�,.., 1 �• ! • • r,�rti' L ' ,.• "•. ''• '/ / •• •, � •' .i'��rf'� �+��� • ''..• • 1 -" ~ � '.. •• '• . . • '• , -r J- ,. "'� i t- �'..;I( ?` -�:: C`�- >• r , t n•. 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BUILDING TO REMAIN y s 00 { 1 s 8 ., •r... w 4 IDIOM - m lei w '� • • • .. • � •, • ' .. , y '. • • •. �' - fit+ � ° 1 {.. 1 1 •••'• • • •• •1v • • '• •r• Ir ' � � vt ` x+ tJy • .c t �. • t? 4 41 j. •� ,''• , ' r. •�' A 'rte• y • •. 1 � +I; � :. . • , • • • :" f !� � r 1� !� .� 4 . •I4 i. i . r,.'�,.ca •rra L �y�� •f.:L,�,L�I✓� j :I� � � .rte �l�! �. �.� �.:L..C�'L /a�LI 1,.1 i ' ' � ' � it lt A. \ 1 + w1t .r_ +c arm : «'• - w t�- \ BE • ♦/W V�,EY , ' • • � •, •., -� � w-•.� � w....,••, ,,,.,, -..,•. � ....w•.��•.. i:�(c. r • �•t+� - ` - - ■.�-^s^.•' LJ •r .I ` / •_. t: k • N ` t ��, • . ✓ / • / ♦ .. • , `. r • � ti .• • t ,jy`:i : y�qs... 4 � ; � ..F . • /`•' � { / . • R� � , > . i_ t ;e^ � . t��' �(. ;��1( . •:.. �, • • • TEL. EN , t t {�..�... _�� " { : ' . •' /. • ,. • • REG. N0. • 6U6 t2QS "; r . . ! r • M Y >��.� N i J • • . ' '•• . •• , • • • }- ,!. I J 1 1• v i of ( ''►• < >3 • e � 9 <t. f 0. r ,. . -. I . f. • .� r • •' t ::Y' ...... - -_� t <.. .,�: .. < .s..x?� r �? 'ff:h >R }r;y. s y� .e�'S.NV:i ��. . •ft .> • • .,mac • . ,4 J \`.F`.Z • • ,• j 'x> c 'o BASE FLOOD ELEVATION 8.4 t FEET \ < t i. ! L '�E• r > ••Y •• e ii x.. 1 ► Jr• i ' f Y "It • s. c r < 7t. ` ' ,. t •;. + C• > HI WA T E R 4 t � N •f � - r MEAN HI TE L NC` S t t. FEET 'r • r ` t t .. , a • f. r t `�C 4 t t �: •„� . .. • • � ., ,... `' � 1�llsln,+R I�IIR_`t{t wrest w► ,tl► wMw w • tlprl . w .r •.w w . q ' 1 - I � t �, Ill •�Irii Ices \ I ♦ �.w. _ •. •' t' '?r d , .� �.. r 1`: .ASS � :;N+•.R.t'�M�"�''' 1 t I SW BENCHAM TOP OF 'PK' NAIL ELEVATION - 15.17 FEET ("29) No. 2717257 w � n "k. 1 �' s ' •' �t ,.:��• � X1 � ,' �A> �< Vt< i� - ; �� '�� t ' V � ' � Y Y L • < • : r.r. :.::: ^sue. �a:: t. :•- i31?i :: �^ K C : ;1} 1• Mar it c h 1 ' •I •. •.. ••.V• g1 1 V • ... /�• < I v w f CONSTRU SEOUENC : Of 1 • CONFIRM THAT ALL APPLICABLE CONSTRUCTION PERMITS HAVE BEEN SECURED. 2 PLAN VIEW DETAL OF 2. INSURE THAT ALL NECESSARY PRECONSTRUCTION MEETINGS HAVE BEEN HELD PRIOR AREA TO ANY COh•'TRUCTION ACTIVITIES. �. 3. LOCATE EX!". NG UTILITIES AND INITIATE COORDINATION WITH UTILITY AGENCIES. 4. ,FLAG ALL CLEARING LIMITS FOR DEMOLITION OF BUILDING STRUCTURES. 5. PROTECT ALL EX. STORM DRAINAGE CONVEYANCE SYSTEMS FROM SILT LADEN WATER. 6. INSTALL FILTER FABRIC AND TESC MEASURES TO PROTECT STORM SYSTEM FROM SILT LADEN WATERS. 6. PUG /CAP/ DISCONNECT APPROPRIATE UTILITIES TO BUILDING BEING DEMOLISHED 8. DEMOLISH STRUCTURES, FLOOR SLABS TO REMAIN. 9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN 7 DAYS DURING THE DRY SEASON AND 2 DAYS DURING THE WET SEASON. 10. REPAIR FLOOR SLABS DAMAGED AS A RESULT OF DEMOLITION. 11. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE SMP'S IF APPROPRIATE. CLEAN STORM DRAIN PIPES. DO NOT FLUSH DEBRI OR MATERIALS DOWNSTREAM. SEE CITY TUKIWILA GENERAL NOTE 10. ClITY OF TUKWtLA GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL. BE IN ACCORDANCE WITH THE `STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION,' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1998 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS © POWER VAULT IN PROGRESS. C 4 UIMMWRE (UIM.) 3. R SWILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE L�� ] YARD LIGHT AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY n POWER METER RIGHT -OF -WAY. -o- POWER POLE STORM DRANIIOE LIE ® ,NWTION BOX (AS NOTED) 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING 'IF V401E UNDERGROUND UT1l.I1Y MAI6NOI.E (AS NOTED) DEPARTMENT (206) 43.3 -0179 MUST BE CONTACTED FOR A PRECONSIRUCTION MEETING. P(C*') POWER SAD ----- X ----- o CATCH H BASIN p 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY o STORM MANHOLE (SDMH) FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE FLOW ARROW (V CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE, IT IS THE SOLE o SANITARY SEWER MAI6IOLE (SSMH) RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL O SANITARY SEWER CLAW (SSCO) UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY AFFECTED BY THE IMPLEMENTATION OF THIS ® MITER , PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION cv GAS VALVE SERVICE (1- 800 - 424 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS 'ZZ� 2 W WAITER VALVE (� REPRESENTATIVE SWILL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. V1 L0 C � FIRE HYDRANT (FH) 6. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED (D WATER MANHOLE PLANS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM Y SPOT THE APPROVED PLANS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY c= 7. THE CONTRACTOR SHAALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. it PRIOR TO OCCUPANCY THE PERMANENT STORM ORNNAar SYSTEM MUST BE CLEANED ® WATER METER -0- SIGN ♦• o 0 MWOR WELL C 4 ASPHALT ` CONCRETE GRAVEL •- w----- -w - - -- WAITER LSE � SN#TARY SEWER LIE =======z STORM DRANIIOE LIE -•-- c --- 0 -- GAS LANE r TOG) 'IF V401E UNDERGROUND ` P(UG) -" POWER P(C*') POWER SAD ----- X ----- CHAIN LIW FTJNCE .......... ZZ .......... EXISTING (XIWOURS fL10 FAM FENCE FLOW ARROW OUT BY PUMPING. (DO NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE SEWER, OR SANITARY SEWER SYSTEM.) WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332- 120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE B'Y TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES iPUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA. WASHINGTON 94504 -7060 CALL YOU DIG UPON COMPLETION of CONSTRUCTION ALL MONUMENTS DISPLACED, REMOVED, OR DIESIROYED 1- 800 - 424 -5666 AT SWAIN BE REPLACED 13Y A REGISTERED LAND SURVEYOR, AT THE COST A THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIA FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSMM OF THE CONTRACTOK MINE-- SEEMS m O N p SITE W *E J � I a ' MAP NM SURVEY INFORMATION L.Eun_ o+ A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38, IN SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT NO. 3 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH, WHICH POINT UNIES 167.68 FEET SOUTH OF AN INTERSECTION WITH THE NORTH LINE OF SAID DONATION LAND CLAIM NO. 38; THENCE NORTH 89 16' 16" WEST, 1499.53 FEET TO THE EASTERLY MARGIN OF COMMERCIAL WATERWAY NO. 1 (DUWAMISH WATERWAY); THENCE SOUTH 15' 00' 00" EAST, 456.1 FEET ALONG SAID ELY MARON TO A POINT; THENCE 74.72 T ENCE EAST 5 FEET 0 THE WESTERLY OF SAID SOUTH; LINE EAST MARGINAL WAY SOU 1 H; THENCE NORTHERLY ALONG SAID WESTERLY LINE AT 481 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED BY MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY, ET AL. BY DEED DATED MARCH 7, 1957, RECORDED UNDER KING COUNTY RECORDING NO. 4784818. ALSO A PORTION OF THE FRANCIS MCNATT DONATION CLAIM NO. 38. IN SECTION 33, TOWNSHIP 24 NORTH. RANGE 4 EAST. W.M., IN KING COUNTY, WASHINGTON, BEING THAT PORTION OF TRACT 2 AS SHOWN ON THE PARTITION MAP FILED IN CAUSE NO. 120091, OF THE SUPERIOR COURT OF KING COUNTY, WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING ON THE W Y NE F 1 WAY ESTERL U O EAST MARGINAL A SOUTH. WHICH POINT BEARS NORTH 89' 15' 54' WEST, 2470.01 FEET ALONG THE DONATION CLAIM LINE AND SOUTH 23' 40' 59 EAST, 468.77 FEET ALONG THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH FROM THE INTERSECTION OF THE LINE BETWEEN THE DONATION CLAIMS OF FRANCIS MCNATT AND HENRY VAN ASSELT WITH THE EAST LINE OF SECTION 33, TOWNSHIP 24 NORTH, RANGE 4 EAST, WM.. IN KING COUNTY, WASHINGTON; THENCE WEST 1574.72 FEET TO THE EASTERLY LINE OF COMMERCIAL WATERWAY NO. 1; THENCE EAST 1053.10 FEET TO A POINT DESIGNATED HERON AS POINT W FOR SUBSEQUENT THENCE SOUTH 23' Of 00" EAST, 46.03 FEET; THENCE EAST 561.38 FEET TO THE WESTERLY LINE OF EAST MARGINAL WAY SOUTH; THENCE NORTH 2Y 40' 59 WEST ALONG SAID WESTERLY LINE 297.03 FEET TO THE POINT OF BEGINNING. EXCEPT THAT PORTION THEREOF CONVEYED 13Y MONSANTO CHEMICAL COMPANY TO GREAT NORTHERN RAILWAY COMPANY. ET AL. BY DEED DATED MARCH 7. 1957 AND RECORDED UNDER KING COUNTY RECORDING NO. 4784818. DATES OF SURVEYS FIELD SURVEYS BY BARGHAUSEN CONSULTING ENGINEERS, INC. CONDUCTED DURING DECEMBER 1999, JANUARY 2001. & OCTOBER 2003. ALL SURVEY MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. HOR[ZONTAL DATUM - BASIS OF BEARD40S NORTH AMERICAN DATUM OF 1927 WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE THE MONUMENTED OFFSET CENTERLINE OF EAST MARGINAL WAY TAKEN AS North 2732'07 West, AS PER Book 72, of Surveys, Pogo 222, KING COUNTY RECORDS. VERTICAL DATUM - BASIS OF ELEVATIONS NATIONAL GEODETIC VERICAL DATUM OF 1929 ORIGINAL PROJECT BENCHMARK FROM 1988 SURVEY BY BARGHAUSEN CONSULTING ENGINEERS 2 BRASS DISK SURFACE MONUMENT ON EAST SIDE OF 102nd St BRIDGE (DESTROYED) WE BENCHMARK TOP OF 'PK' NAIL SET ON EAST SIDE OF EAST MARGINAL WAY (SEE DRAWING) ELEVATION = 15.17 FEET SITE A DDRESS E MARGINAL WAY R�� C� SEATTLE. WA 98108 CO DE �IP13� TAX ACCOUNT NLWBER 542260- 0060 -03 a s �d FLOOD OF iw l FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) INFORMATION: 0 INUUIH1Itli BY 100-YEAR FLOOD BASE FLOOD EVEYATIONS DETERMINED - 8.4 FEET (SEE DRAWING). e7 I 19 l FIRM (FLOOD INSURANCE RATE MAP) MAP No. 5303300645 F PANEL 645 OV 1725, DATED MAY 16, 1995 ST OF THE SUBJECT PROPERTY IS IN ZONE 'X' - 0� Tv AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN ING D1N4S1 A SMALL PORTION OF THE SUBJECT PROPERTY ALONG THE WEST BOUNDARY IS IN ZONE 'AE' - SPECIAL FLOOD HAZARD AREAS INDEX O F C1 OF 3 COVER SHEET, TEMPORARY EFK)SM AND C2 OF 3 TEMPORARY /SlEDIMMUTPON OONTROL PL.A /SEDIMENTATION CONTHOL , DO MM 9-M L19E NOS �,� S • THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSION, AND DEPTH Ike OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLAINS OR NOT b'Y POTHOLING THE UTILITIES AND SURVEYING THE i iORIZONTAL AND VERTICAL LOC1'TION PRIOR TO CONSTRUCTION. TH INS SHALL INCLUDE CAVILING UTILITY LOCATE • 1 -800 -424 -5555 AND THEN POTHOLING OAF ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFL EXIST. LOCAT OF SA ID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE THE CONTRACTOR SHALL OONSULT � TO VARIATION. ss /DNA L IF CONFUCTS SHOULD OCCUR, CONSULTING ENGWERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH a It V a 0 �ks Lm 3 g�3 obw � Q �3 m�ob I� 6� i W 8 1 CO b i T a T s ti J1 V Li n AD D -r - . . . - ^ " - . - - . . - . _ I ­W • . . - .. ..rw•• , a . , 4­;_ ..... - ... %. .. J.. j, • , >'i y , :w' rM .M.. �.. . • - . .• - •- - .. r ,.. .A ♦• o 1 � C 4 o' I� 6� i W 8 1 CO b i T a T s ti J1 V Li n AD D -r - . . . - ^ " - . - - . . - . _ I ­W • . . - .. ..rw•• , a . , 4­;_ ..... - ... %. .. J.. j, • , >'i y , :w' rM .M.. �.. . • - . .• - •- - .. r ,.. .A C 4 o' V V) � S I� 6� i W 8 1 CO b i T a T s ti J1 V Li n AD D -r - . . . - ^ " - . - - . . - . _ I ­W • . . - .. ..rw•• , a . , 4­;_ ..... - ... %. .. J.. j, • , >'i y , :w' rM .M.. �.. . • - . .• - •- - .. r ,.. .A V) Uj X V V) W N � a- _j W �m Q N O (V 00 z- n z m co 00 2 L� 3 N In 'ZZ� 2 W F-- V1 L0 (V 00 Z LLJ (V � ' V Y �/ c= I� 6� i W 8 1 CO b i T a T s ti J1 V Li n AD D -r - . . . - ^ " - . - - . . - . _ I ­W • . . - .. ..rw•• , a . , 4­;_ ..... - ... %. .. J.. j, • , >'i y , :w' rM .M.. �.. . • - . .• - •- - .. r ,.. .A • ..=!5=W.-Z-==ViR!__=m��m� T MPORARY RO ION AND SEDIM NTATION CONTROL P AN 1'heas pbr hm bm movin" w ft am . c _i; . I A"orit8 hr 4 t y •tttu�tl�e. Acv e N +ieet to errors a w fissions shah do not authorize violations of 1 1=40FT ' *Standards or ordir.an«•s 'Flee rra (ir 10 of - i♦.%.a, '1 :1Uli11:0111, Lleir�I��r ;� l ►i rC:'•1.!,'i 111 , II�C ,Irauil,gs aiter this date a %old this acc:cptat,;;c and will require a resubmittal of revistd drawing for subs rqucnt appmval. T �. r. ,..ir t c\.a ' 1 Th e n:: •a I i1: Fist 000aptanot it aubim to Bald . - POWER. - POLE ' Sel c. HI tm Peb�it wodo� t daw '• r ,__ •�" a--- - - - - -- ... -. ALL TO RIVER ---------------------------------------__--•----~------------- _•-- _-- _--------- - - - - -- .. IE 32` :.. POWER P(� E .... -. rr /(3)�WINSFORMr RS 4 DI 1.74 . w/TRANSFORI�IERS � w /ct1ARDwut. - . am" . w /LUMINAIRF ; 2 ROVIDE AND INSTALL �IIRIFl 1OONX UNDER EX A - POWEi3 POLE :: i �' "� sp /Cg pR01ECTI0N DRAIN TRENCH GRATE (TYPICAL) C H A I N L I N � F E N C E `? t _4 »..._. -i • 4`. a 1 • ,, r O N C I? F., R E T A I N I N G W A L L H A I N L f N C E i J� 1 ,B IM& 4 , .... .... .......,....�... ...9 Me�N.i�fi rr;I:. x 1 • �� • • �. • • •�• ' % �,._� � -. : 1 E �� +............,, .alp -� SD /CB 1ECT101 �.w ..� ..4 •• w t 4 �.�.9 $�GGE n '� • ' - •''. :.� `- ►etc- ; ��POWER FGLE `,�;z 3A _ -4, 0 ' s .43' s�+t•tt ;. ti� .... � �0�0 -� 0 i - • • •v4' o 4 r "• �* O ' ', '� �0 �,� a O.O. _. ^. ...... -__ A < Ir ,� • .'%a ■ 4. ' ®® e ! . ` o ' . -�; - ;'r 2 , �! . 'a ' • �t - ,- f w f GUARDRAIL. GGG(51) G '" _ _ __-,_ '.�� ,..� 1 �.. -�_ ^ .l• - 'R y\ �, : rA .s .. '• ♦ • ;' � ��! '. .I , 4 : • - 'J" p� '�� �� + , � 1 • �� • '� . ' 1 .0• '� - �� Ir MR ILL. r J h 9r'�''� <' �- . -v 4 :.� .. ; ,..... 1 DI . CU:�IFR * GUI�RORAIL " - VLK S ^ - r i .6 / 1 0,t •. • , f; • .' ) © . A � .� - �S;•t If b'1 .i �'� f 20 , ro L . �!� 1 �f * ; • i pm so '■ - do • P - - - - '� •i� • • A. • , *- { ,a ' � ' 'A 1 ' , ! 1. �ti i 3 "? .1 li �., 0 . ak .. . ,. ! /fir • - - .~ m' • ,� ►� q / • • • • 1 �" ' � ` � A ' 1 7L, ` - • , e. :'aj'1r t �" 7 / ,� _ 7 i S • W /RY • �' 2 � . ' J� • �• . . X 1: 11 .. k ja w, GUARNJOSTS _ *�' �- _ • -..-_.__..._....._.-..... _.._....._.._._....�- ....�...w. ! y . A I SD /CB PROTECTION .� �. _ _ � N'r , ., F'F'SP _. 1 . 4 LEA OERS 1 % BUNG E ._.S r , r, GUARDRAIL 1 a p, I + 122 i a A . , a *j 1. 1 •. • . WV 1 20.2' 1 EXIST. BUI ,;�p` . ,� i X01 1 k 0 I ' a • . • • • W • r + 43 ' i �' r - ". • " ✓ FOOTPRINT - 5 41 I ; � : ► y * s . l I 0 v . ' t , 4 ATER SERVI CE(S) 1 + . ° r _ r- LDG. • . �. /� �- - ---d,� ...-�, Z ; s "�, "_ �OOF •LADDER t AND FlRE SPRINKLER SERVICE ' . • ' • .'. •-�� 2 4'� BLDG. HT =43.4 ft. 10 f. q^ ,��ti !• G '.�[.R ir�NG.L -; - - ikC •, r 1 , It % I / I s '* a '. 1 .. a. SD /CB PROTECTION 1. O, .. I M 1 • C!'` '` of - - ... - - - - -k ' i �` / 1 ,� i ;1 ' .. 1 • • d • �^i 1. - r _ .W.� �. . A .4 ABOVE .• - GROUND FUND eqI I. , .r % • 7 i / ' - - w .# ' I r - CONC. POWER T WE L - [X ^ `A + { / 4, VE. N I�I LATI ON Y OWF IR x i r 0 ; �, / ' d ' '. 1 ,o, 1 . . I : �• 1 4 10 2 , + EXISTING /' ' 1 ti L e .. ¢ j 1 DEMOLISH EXISTING BUILDING /� ' : ." • 11 / � S ' S' E:EL PIATt ' , �% , ` • -4 GX.INk - . I 4 1 PER SEPARATE PLANS AND A , • ° ' a'' ' .# ' . '' •. . �p /CB CTI011! S °�'�, . o B U1 LL�iNC� - -ate -- �% S�PECIFIG1T10N �. � 2 1 ,�, 4 DMH,� B *.. . 11 ' (fits PIPES) ` �' ' ` :. • •'`� • 1 • SD /C8 PROTECTION ,- tRftvti �R�wr r + j�Q ,,f • . t;8'h� *_ . . `11,; FOOTPRINT AREA= 'F, a Y • a p' a 16,560 SQ. FT. �o . s. i � . r i f w ! + � J 4 % � v BLDG. HEIGHT= r '' ,� ti I #� • t °''' 1 ! / 1' � ,, .. RO( , < < t �,, . V EXIST S UILDj1k sG � 1 � �4 W f VV`11�J1 \l.l l �.3 3 d :i 1 . • . ••' I i 13 ABOVE F. F. a -fl t-w+Wc X • 1 •. ;:1 `' S vt`' � ; 0 �' . ' BUILDING FOOTPRINT AREA � I : yt' 1 DEMOLISH EXISTING BUILDING `' 0 A . • 5 `` ' wA . h ; . W /GUAhD * - 27,325 f SQ. FT. "' ' '' :`. 4 .: :� PER SEPARATE PLANS AND C s .x �� 1 �' y1� Pc�STS " ' • - • • 1 ,�' _ �'' ` f,i�.vi i OR a:'_LL� • 4 I ^ SPECIFICATION. 4 TER SER�ICE(S) a • , .:� • !'' �'� '. . i pLDG. HEIGHT 25.4 ABOVE F.F. 10 - • AND J�ERI w F • V re) I !� . ' 1 RE /`� j P` P No '- f ti � RJR . a • a• I `: 1 �,1V • W /'v UaRDRAiL r a v i ' SHED " a1��� : - . I � 4 ATER SEIiIVICE�S)., , % �' • •. ' :. • � i ' .. 6 � 1,/ W. I �I 1 • �' b t • • i 4 DE SEINER r� : i � � WELL • ° 4 , . • . ' 4 , G-, 1 PC0? LADDER i A oo r' !' _•� v �j i • • . .. ' 1 M UsTING BUILDING .. " - • . •• • .�/'! �; m 11. - t r =} , ,� d v 2 �° +SD /C8 ! 6UILDING FOOTPRINT AREA `d • .. T� 1. cs r' FP "I •� > 00 y % SO C8 PROTECTION r _. r 47 • f a ,...... .. `, • ' t 1. -,,� 1 ► d e e ° a f'B- • / ° .� ; A. : ,980 f SQ. FT. , 0 '' � Z e x fi e,. t' 1 • 1 a •. +. - �I A,'% �`' --r�; * * . T r B - - . . r BLDG. HEIGHT = 25.5 ABOVE F.F.. a ' * e • . ` 1, � � ,61.2 r -� • _ ! : � !_ • ', w N C g ... . . 1 /�Q / W _M - - .. - fi - fi ��e \ ` 1 ', r - , ' 1 a .p - a - .�,m - • -� - - �M� S� /b� + PROTECTION 'I / In -j - F.X1� l . €...�G. Ir ab W. $ • i '61 4 - •~"- •�'�"�''� • . ' �-�` = 1 r tl'_n�� 1 I N 1 ;� BLDG. AREA = �1 • ,e ai ' ,...�.• /�t� ,e '` - • -• - - - ,�' _ - 0 5 ISTING STrJRM 'SEw� ;� 1 _ _ - _ _ _ - _ I � 2, t 54. FT. I ..,� •:' s • T 41 $ ��, Y" / /„ �� 1ti l_DEv \'_. n'� 0 "` �I - - - - - R ' - - (1. BLDG. HT. _ / - , � _ - 11110 1 : / /„ -.. ,,� , :; , ��, REMAIN. PRESER ANC�;�� 4 1 �4 N 1 1 • . - _ - . It • , , . c t� , II •- � 1 � / 1 20.1 ABOVE F.F. I ' ,,DUH =H '' f_ .` i�T ...�.� �j �p /gyp p/�•�y�/�� �1 v ',j �. ti.. •r f ' . r -... � • ; pt's cf • r • `•Y /W PRYI GW NIA • S ~ A , 1 1 1 A '� r' ` - 1� , r .r � I A �'r • • .r A r r d 1.:. - N. 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V. 1 4 ON S J I , �� ` z q( ' ~ a .- 0 �� i. 4 111i ON Ib I J� 1 4 C .. •1 -r ,. 04 ,: 0 --.. wy ! . i,. r /', 1 . ��4mr.r�`IP -,Uj- t, 1 1 111 - - - �_ r I I F_ -, 0 SHEET 9jLDM B I BUILDING FOOTPRINT AREA = 215,400 f SQ. FT. O MSOT,mr SEINER MAI NUNE TO • ..- .,.... PRESERVE AND PROTECT. FH W/1PI P FPSP w /GUARDPOSTS */�JAA �IDPOSTS ".., �, I � I A. i W. A- . . . . . . r . . Is 4 '�� 1_'�rO . �i -5 p d T .:� I m T - ...... _ -tr-- ..- ._.*,,.,mot. l�l:t ' • . �' �1 -cr ' ' *4• IE A" V ". S =8.6b ' -- --- - ♦ • w ' Rd / / v je ,r • • • • ,. , , SLAY F GUN DAT I 0 N - • .� • ,• , rF =14.45 • 4 • - % EA =3,850 SQ.FT. r • . • .. • VWR 4 /I I ' ' .. % FPSP r ' rI Q •ti ......::I: .... V *'* .1 r , :� A �4 STEEL I I , d �`' ,rat? 1� � �� C..X 15 �f if /� � X . � o (;;.. . 1 i2 �, ° . `% �., 1. BLDG. FOOTPRINT A e \ ° e �, �� BLDG. HEIGHT .a - - t �b , I I (V 4d K a.C........• • _ • . 4 _." '�'�`�,' At­ A•.'_'� ,. •. �,� t �'Lr IN 3 - 0 86' 1.110 e�oc.. St�PCx' r .., s ....��. 1 .... ip lici + ;, . ' Crl. F_ATF.3 �J SD /C8 PROTECTION 0;' 110 LF F1LT R'� FABRIC FENCE * o` I ........ . ... . _ ......................t...�.'' ... •t4 ` i G BUILDING "ERS (4) CAP/PLUG I RNF PLANS AND �{ � ,., .•y-uv111vn11%0". x ' e 4 ATER SER c e . �* • *' 40% T ` �.y .. �( X K X .�* •' 1 - -- - -- , .............. ...................... ..............................• •k - -_ -__ � ESC. P ... .. 5 NG UTILITY IN DEMO AREA TO REMAIN. PRESERVE AND PROTECT. ". e x k ti X,�� ` a 5 * ` 0 y'6 N% G C IO`' ` h , 1 6 x �` X x` * k N G • si . . .'k . . � 1 . Q P �% . „ • ....................... ........................ / /, . • BUILDING I PLAN DETAIL OF AND SEDIMENTATION CONTROL . I KEYNOTES NOTES OFlAOLISH EXISTING BUILDING, EXCEPT BELOW GRADE FOUNDATION, 0 STABS, SEE GENERAL 7 (DCONTRACTOR PRONIOE STORM DRAW IN BASIN PROTECTION AS PER DETAIL Sff CS SFNIl FIELD VERIFY THAT ALL DOWN GRADIENT STREAM BASNlS AND IWE15 ARE PROTECTED FROM SILT AND SEDIMENTS DUE 10 DFl10lIilON ACTIVITIES &LTR FABRIC SILT FENCE AS PER DETAIL SHEEP C3 (4) CAP /PLl1G UfILlTIES TO BE ABANDONED IN PLACE. INACTIVE FIRE HYDRANTS SHALL BE AM &tS TING �-�AM SEE NOTE 7, OTHER PLANS AND SPEGFlCATIONS UTILITY IN DEMO AREA TO REMAIN. PRESERVE AND PROTECT. PR CE y t L % W SEP 0 S ZW4 City Of Tukwila BUILDING DIVISION UlY1TY SEVERANCE AND SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SMALL. CAP /PLUG ALL UTILITIES WHICH ARE TO BE ABANDONED OR REMOVED. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS. REMOVALS AND RELOCATION OF EXISTING SERVICE DISRUPTION OF EXISTING SERVICES TO REMAIN S BE COORDINATED WITH OWNER. S. CONTRACTOR SHALL. ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. TEMPORARY STOCKPILES OF CONCRETE AND ASPHALT RUBBLE GENERATED FROM DEMOLITION SHALL BE COVERED WITH TARPS, REMOVED FROM THE SITE OR OTHERWISE PROTECTED FROM WINDS IN EXCESS OF 10 MPH AND FORECAST RAIN EVENTS b• DEWATERING OF EXCAVATIONS MAYBE REQUIRED. CONTRACTOR SHALL. INCLUDE ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS. 6. CONTRACTOR SWILL REPLACE ALL CURB, PAVING, AND LANDSCAPING DAMAGED AS A RESULT OF 7 • CONTRACTOR SHALL PRIOR TO CONSTRUCTION OR REMOVAL OF FEATURES, FIELD VERIFY AND CONFIRM LIMITS OF DEMOUTION AS WELL AS EXISTING UTILITIES AND FEATURES TO REMAIN. SEE ALSO SEPARATE AND SPECIFICATIONS - SHEETS SDO -1 - F THRU I PREPARED BY DAVID KEHLE ARCHITECT rrT MEmm • JUN 2 3 2004 PEMOT CENTER wa ��` �� 1 • S H * c `� � a . _ ,. -. - . .r.......a .- ...- a .- 4* . • .C,.".: •- at�_.w. }.•r °' 1.'-'« .;a' .mo w .. ••11►•... ....w....•. .� 0 10 of 0 1.' ; 10 --.. wy ! . i,. r /', 1 . ��4mr.r�`IP -,Uj- t, 1 1 111 - - - �_ r I I F_ -, 0 SHEET 9jLDM B I BUILDING FOOTPRINT AREA = 215,400 f SQ. FT. O MSOT,mr SEINER MAI NUNE TO • ..- .,.... PRESERVE AND PROTECT. FH W/1PI P FPSP w /GUARDPOSTS */�JAA �IDPOSTS ".., �, I � I A. i W. A- . . . . . . r . . Is 4 '�� 1_'�rO . �i -5 p d T .:� I m T - ...... _ -tr-- ..- ._.*,,.,mot. l�l:t ' • . �' �1 -cr ' ' *4• IE A" V ". S =8.6b ' -- --- - ♦ • w ' Rd / / v je ,r • • • • ,. , , SLAY F GUN DAT I 0 N - • .� • ,• , rF =14.45 • 4 • - % EA =3,850 SQ.FT. r • . • .. • VWR 4 /I I ' ' .. % FPSP r ' rI Q •ti ......::I: .... V *'* .1 r , :� A �4 STEEL I I , d �`' ,rat? 1� � �� C..X 15 �f if /� � X . � o (;;.. . 1 i2 �, ° . `% �., 1. BLDG. FOOTPRINT A e \ ° e �, �� BLDG. HEIGHT .a - - t �b , I I (V 4d K a.C........• • _ • . 4 _." '�'�`�,' At­ A•.'_'� ,. •. �,� t �'Lr IN 3 - 0 86' 1.110 e�oc.. St�PCx' r .., s ....��. 1 .... ip lici + ;, . ' Crl. F_ATF.3 �J SD /C8 PROTECTION 0;' 110 LF F1LT R'� FABRIC FENCE * o` I ........ . ... . _ ......................t...�.'' ... •t4 ` i G BUILDING "ERS (4) CAP/PLUG I RNF PLANS AND �{ � ,., .•y-uv111vn11%0". x ' e 4 ATER SER c e . �* • *' 40% T ` �.y .. �( X K X .�* •' 1 - -- - -- , .............. ...................... ..............................• •k - -_ -__ � ESC. P ... .. 5 NG UTILITY IN DEMO AREA TO REMAIN. PRESERVE AND PROTECT. ". e x k ti X,�� ` a 5 * ` 0 y'6 N% G C IO`' ` h , 1 6 x �` X x` * k N G • si . . .'k . . � 1 . Q P �% . „ • ....................... ........................ / /, . • BUILDING I PLAN DETAIL OF AND SEDIMENTATION CONTROL . I KEYNOTES NOTES OFlAOLISH EXISTING BUILDING, EXCEPT BELOW GRADE FOUNDATION, 0 STABS, SEE GENERAL 7 (DCONTRACTOR PRONIOE STORM DRAW IN BASIN PROTECTION AS PER DETAIL Sff CS SFNIl FIELD VERIFY THAT ALL DOWN GRADIENT STREAM BASNlS AND IWE15 ARE PROTECTED FROM SILT AND SEDIMENTS DUE 10 DFl10lIilON ACTIVITIES &LTR FABRIC SILT FENCE AS PER DETAIL SHEEP C3 (4) CAP /PLl1G UfILlTIES TO BE ABANDONED IN PLACE. INACTIVE FIRE HYDRANTS SHALL BE AM &tS TING �-�AM SEE NOTE 7, OTHER PLANS AND SPEGFlCATIONS UTILITY IN DEMO AREA TO REMAIN. PRESERVE AND PROTECT. PR CE y t L % W SEP 0 S ZW4 City Of Tukwila BUILDING DIVISION UlY1TY SEVERANCE AND SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SMALL. CAP /PLUG ALL UTILITIES WHICH ARE TO BE ABANDONED OR REMOVED. 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS. REMOVALS AND RELOCATION OF EXISTING SERVICE DISRUPTION OF EXISTING SERVICES TO REMAIN S BE COORDINATED WITH OWNER. S. CONTRACTOR SHALL. ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 4. TEMPORARY STOCKPILES OF CONCRETE AND ASPHALT RUBBLE GENERATED FROM DEMOLITION SHALL BE COVERED WITH TARPS, REMOVED FROM THE SITE OR OTHERWISE PROTECTED FROM WINDS IN EXCESS OF 10 MPH AND FORECAST RAIN EVENTS b• DEWATERING OF EXCAVATIONS MAYBE REQUIRED. CONTRACTOR SHALL. INCLUDE ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS. 6. CONTRACTOR SWILL REPLACE ALL CURB, PAVING, AND LANDSCAPING DAMAGED AS A RESULT OF 7 • CONTRACTOR SHALL PRIOR TO CONSTRUCTION OR REMOVAL OF FEATURES, FIELD VERIFY AND CONFIRM LIMITS OF DEMOUTION AS WELL AS EXISTING UTILITIES AND FEATURES TO REMAIN. SEE ALSO SEPARATE AND SPECIFICATIONS - SHEETS SDO -1 - F THRU I PREPARED BY DAVID KEHLE ARCHITECT rrT MEmm • JUN 2 3 2004 PEMOT CENTER wa ��` �� 1 • S H * c `� � a TEMPORARY EROSION /SEDIMENTATION CONTROL NOTES AND DETAILS EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, PIPES. RESTRICTORS. CHANNELS, RETENTION FACIUTIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AWD THE CONSTRUCTION, bWKiENANCE, REPLACEMENT. AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPUCANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS. AND ADJACENT PROPERTIES IS MINIMIZED. 4. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHAT BE UPGRADED AS NEEDED FOR UN______ STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC. . 5. THE ESC FACILITIES %IAAL.L BE INSPECTED DAILY BY THE APPLICANT /ESC SUPERVISOR TO AND MAINTAINED ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS HAW. BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON ( OCT. 1 TO MARCH 31 AN OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). 6. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G., SEEDING. MULCHING. PLASTIC COVERING, ETC.). 7. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENTION SHAD. BE ADDRESSED WITHIN FIFTEEN (15) DAYS. 8. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 9. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 10. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE MAINTAINED DURING CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 11. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 TO 3 INCHES. 12. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1). ALL DISTURBED AREAS SHILL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR IHE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALT. BE SUBMITTED TO THE DDES INSPECTOR. THE DOES INSPECTOR CAN REQUIRE SEEDING OF ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. -� � A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATFD, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LANG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA - STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIUZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. FRAME "4 � GRATE MARIFI 10ONX OR APPROVED EQUAL T L ,A NOT TO SCALE NOT TO SCALE PREFABRICATE BH.OW MATE NUET DE11iCE DETANrS STORM DRAIN INLET /CATCH BASIN PROTECTION DETAIL NOT TO SCALE RETRIEVAL SYSTEM -AWAY VIEW o o � co Q � 3 L � C P13A� E A poon` rn sup p8 1 004 BEST MANAGEMENT PRACTICES (BMP) AND ALTERNATIVES W►,e� � � fir°" � "�� "°'"r`a sr s PLASTIC SHEETING I MI N IMUM —MIL NA RUBBLE PILES ANCHOR WITH SANDBAGS OR TIRES ON 10 —FOOT GRID IN ALL THKM DIRECTIONS. OVERLAP EDGES. VENTIFY ALL APPLICABLE SOURCE CONTROL BMPS IN YOUR PUN. MINIMIZE MATERIAL EXPOSURE TO STORMWATER. DIRECT CLEAN STORMWATER AWAY FROM AREAS OF CONTAMINATION. NNNTAIN A CLEAN AND ORDERLY WORK ENVIRONMENT. STORE MATERIALS IN APPROPRIATE CONTAINERS WITH A CONTENT LABEL ATTACHED. KEEP MATERIALS TO BE RECYCLED AWAY FROM OTHER WASTES. CLEAN, AS NEEDED, MATERIAL HANDLING EQUIPMENT AND VEHICLES THAT CAN BE SOURCES OF STORMWATER POLLUTANTS, TO REMOVE ACCUMULATED DUST AND RESIDUE. REGULARLY SWEEP DUST ACCUMULATION AREAS THAT CAN CONTAMINATE STORMWATER. SWEEPING SHOULD BE CONDUCTED USING VACUUM FILTER EQUIPMENT TO MINIMIZE DUST GENERATION AND TO ENSURE OPTIMAL DUST REMOVAL as � L) 14� StON g�f1LDIN co a at " m 3 mom w� � � w JU N 2004 Pe r .. ,C4 S. wA GR� � �pE Sh � v 0 4 .@ c $ N i 'v 'o D CL l � o s N v x D U N 't = C5 U !i Z b V) �N LLJ CL v— im t Z LL_ W LAJ Q M 04 tV • p 00 0 04 Z°` 8 Z0) (D 00 W� Z c 9 ul to 2 D (V N to ul CN W J CO W CN V u o• Z T .4k c A t � 28527 r 1 �Q I C � S 1 / L�� on *407 1 -1 1 - cv? IK 0 0 As i 5" MAX. TRIM GEOTEXTILE OVERFLOW BYPASS 2" x 6' MIN SEDIMENT AND DEBRIS NOTES 1. PERFORM MAINTENANCE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8- 01.3(15). 2. SIZE WILL E SERVICE. TA GRA DEVICE (BGID) FOR THE STORM WATER STRUCTURE 3. THE BGID SHALL HAVE A SLOT TO FUNCTION AS HIGH —FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 4. THE RETRIEVAL. SYSTEM (LOOPS OR TIE) MUST ALLOW REMOVAL OF THE SGID WITHOUT SPILLING THE COLLECTED MATERIAL. sop s o - 7 -05 . .... .. ... .. .. _,.. .. _.. .. .. ...... iC�_. «.. :.,,,�, t...... ...:'- .r.,,:� ». w„ .�R.y"rw.�.: .. .+. _I�.'.� . ... .... ..w.•a..�. .... ,., ,~ .'t' ' -` r re.r. *'