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Permit EL07-616 - WALGREENS - STREET LIGHTS
WALGREEN S 3716 S 144 ST EXPIRED 04 -13 -09 ELO7-616 Parcel No.: 1523049140 Address: 3716 S 144 ST TUKW Suite No: Tenant: Name: WALGREENS STREET LIGHTS Address: 3716 S 144 ST , TUKWILA WA Owner: Name: TUICWILA HOLDINGS LLC Phone: Address: 845 106TH AVE NE #100 , BELLEVUE WA Contact Person: Name: DAVID THOMPSON Phone: 206 380 -7400 Address: 22007 EAST LOST LAKE RD , SNOHOMISH WA Contractor: Name: HAWKES ELECTRIC INC Address: 11862 US HWY 101 N , SHELTON WA Contractor License No: HAWKEEI179M7 DESCRIPTION OF WORK: NEW STREET LIGHT AND CONDUIT ON 37TH AV S. RELOCATE EXISTING STREET LIGHT ON S 144 ST. Value of Electrical: $4,000.00 Fees Collected: Type of Fire Protection: National Electrical Code Edition: 2005 Electrical Service provided by: SEATTLE CITY LIGHT The granting of this pe construction or the pe Signature: doc: EL -4/07 Ci•f Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us g oes •t rman of Permit Center Authorized Signature: ELECTRICAL PERMIT Permit Number: EL07 -616 Issue Date: 04/16/2008 Permit Expires On: 10/13/2008 Phone: 360 -426 -9955 Expiration Date: 10/30/2008 $180.00 Date: V U L 111 d I hereby certify that I have read and e(armned this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be com • tY , whether specified herein or not. • r - s - •• -• • e authority to violate or cancel the provisions of any other state or local laws regulating - - thorized to sign and obtain this electrical permit. Print Name: Date: 7//6/4 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. EL07 -616 Printed: 04 -16 -2006 Parcel No.: 1523049140 Address: Suite No: Tenant: 1: ** *ELECTRICAL * ** 3716S144STTUKW City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us WALGREENS STREET LIGHTS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: EL07 -616 ISSUED 10/25/2007 04/16/2008 2: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 3: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 4: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296 -46B WAC. 5: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 6: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 7: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. 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 constru gtii e performance of work. Print Name: doc: Cond -Elec Signature: �� .� Date: 1 ./. EL07 -616 Printed: 04 -16 -2008 Company Name: Mailing Address: CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto.Avww.ci.tukwila. wa.us atApplivaaul?ormrAppGutrom On Lnel4.200'1 • Electrical Perini* Application.&,c bb ELECTRICAL PERMIT APPLICATION 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.: /52- 3 o4 . - 9 11 10 Site Address: 31 5011 TH I N 4 In sr, Suite Number: "" Floor: ' Tenant Name: A V 6 ' EN New Tenant: U4 Yes ❑ ,.No Property Owners Name: nlie A J(-" hi-atiers, GL G Mailing Address: 124o7 enr LaST fe,* Q 1/01-10 mall jtIA- Sit 96 sat Zip City CONTACT PERSON Who'd() We contact wises our permit to Name: Dik t/t O I140rl& PSco3 e (ALA H'DLDi a&-5 Day Telephone: -Or`rs " 3"' 74 co '. L. Mailing Address: � 2 V7 en5/ L/ -'E RMP 7K/ 11 6V 1A 9Z9t' I Cyy State Zip E-Mail Address: d d Ve © (Aj redly . (Aryl Fax Number. f23 455 ( -2492,5 State Zap city Contact Person: Day Telephone: E-Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Project (contractor's bid price): S 400 d Scope of Work (please provide detailed information): Nr " 1I�1 3TIZEET LI bNT e eli■ 3'7 f li • S<frtlf 2g'1. ,i7i' ek, Siz26 Z/4 /1T 5o v7zr /y ./rri 5 Will service service be altered? Yes 0 No Adding more than 50 amps? ❑ Yes Type of Use: 17reer !. bf r Type of work: ❑ New g. Addition ❑ Service Change J Remodel ❑ Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: ❑ Puget Sound Energy 0. Seattle City Light Page I of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $140.00 (including an attached garage) ❑ Garages, pools, spas and outbuildings $75.00 ea ❑ Low voltage systems (alarm, fumace thermostat) $55.00 ea JESIDENTIAL REMODEL AND SERVIC)~ CHANGES ❑ Service change or alt ration $75.00 (no added/altered circuits) ❑ Service change with added/altered circuits $75.00 number of added circuits 510.00 ea ❑ Circuits added/altered without service change $50.00 (up to S circuits) ❑ Circuits added/altered without service change $50.00 (6 or more circuits) $7.00 ea ❑ Meter /mast repair $65.00 ❑ Low voltage systems $55.00 (alarm, furnace thermostat) 1 PERMIT APPLICATION NOTES Date Application Accepted: H:Mpplirattonsi'omu•Applicnnor a On Lint ;41.2(X - Electric,! Permit Applicstiortdoc Date Application Expires: Noir MULTI- FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) .$58.00 ❑ Temporary service (generator) $75.00 ❑ Manufactured/mobile horn ser vice $80.00 (excluding garage or outbuilding) ❑ Carnivals -$75.00 Number of concessions . ................ . $10.00 ea 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 ISO days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF P • t RY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. JIUILDING OW • R ELECTRICAL CONTRACTOR: Signature: . Date: ► l 2 / 0 Print Name: we THOM OA) Day Telephone: Mailing Address: %� E4-57 L Dsr Pr %' r5/V� / `i €44 )'2. city sna: Z►v • Page 2 of 2 Payee: TUKWILA HOLDINGS, LLC ACCOUNT ITEM LIST: Description ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206-431-3665 Web site: http: / /www.ci.tukwila.wa.us RECEIPT Parcel No.: 1523049140 Permit Number: EL07 -616 Address: 3716 S 144 ST TUKW Status: PENDING Suite No: Applied Date: 10/25/2007 Applicant: WALGREENS Issue Date: Receipt No.: R07 -02336 Payment Amount: $180.00 Initials: JEM Payment Date: 10/25/2007 10:39 AM User ID: 1165 Balance: 50.00 TRANSACTION LIST: Type Method Description Amount Payment Check 382 180.00 Account Code Current Pmts 000.322.101.00.0 144.00 000.345.832.00.0 36.00 Total: $ 180.00 TOTAL .1,9C. oo doc: Receipt -06 Printed: 10 -25 -2007 COMMENTS: Type of Inspection: Type ) f /Ng — s7 `fz:r Date Called: /6 //7 /,V77 r..I 4 (JAI 3 / t _S /.9 7r4 sLT 17i 2/f C- /7 `/ 4/6, 7 .-- ii7(J vL- �4.1.v.6 c 44TT Phone No: ,OZ- / •l A !!7q W Project: �//�� Type of Inspection: Type ) 37/ S /! 4/z/ I?' S7 Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: INSPECTION RECORD - V7- -� �v /<v Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION K 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 A pproved per applicable codes. El Corrections required prior to approval. I B�r 7geiy �� "t� ..+*."'.tea"- ^,l`AY'�'L'•xR1��. YC_+f�..d ,pe: tip/M n $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: is � S Pq 64114 Type of Inspection:�� / s: ✓ 37/6 S l t/1j ' Date Called: Special Instructions: Date Wanted: / 0/-- 7 a m;, Requester: Phone No: litte/Y--/61 INSPECTION RECORD Retain a copy with permit IN ECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 oved per applicable codes. ❑ Corrections required prior to approval. OMMENTS: tat-L .(0sr (Inspg i /.../1 ,1I W ( �( ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 'Receipt No.: !Date: Prpj�c ` A, � Type of Inspection: —7a0 / A Y2 / I S / 4/4 pi Date Called: Special Instructions: Date Wanted: /0/2 Ca: . p.m. Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPE ION NO. a PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 14 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. Corrections required prior to approval. COMMENTS: p/1T /sf,4y )Y c- A - /c') G/71 /)A,' K)f POLE /— f( /.>s /f-7,) 1i ✓4f4 t 07 I lns 2 N &_ ' ,/ l El $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Receipt No.: 'Date: Proe t' i . -IL L 4 S T Type flns echo /�/��J YP P �`C/ V i Address: / � / '77` Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: ,4ppfoved per applicable codes. COMMENTS: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 4'-- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 p_O4i6 J7Y ,1/E s 7 ///7/4/7/-04._ T J lnsPe z c � Date: Corrections required prior to approval. $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call the schedule reinspection. (Receipt No.: 'Date: • 03 -02 -2008 DAVID THOMPSON 22007 EAST LOST LAKE RD SNOHOMISH WA 98296 RE: Permit No. EL07 -616 3716 S 144 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 -431 -2451 to schedule for the next or fmal inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 04/05/2009 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall it Technician Permit File No. EL07 -616 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 09 -08 -2008 DAVID THOMPSON 22007 EAST LOST LAKE RD SNOHOMISH WA 98296 RE: Permit No. EL07 -616 3716 S 144 ST TUKW Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code, every permit issued by the Building Division under the provisions of the code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit issuance, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the International Codes, Uniform Plumbing/Fuel Gas Code and/or the National Electrical Code does allow the Building Official to approve one extension of time for an additional period not exceeding 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection and receive an extension prior to 10/13/2008 , your permit will become null and void and any further work on the project will require a new permit application and associated fees. Thank you for your cooperation in this matter. Sincerely, xc: fer Marshall 't Technician Permit File No. EL07 -616 Guy of Tukwlla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 03 -05 -2008 DAVID THOMPSON 22007 EAST LOST LAKE RD SNOHOMISH WA 98296 RE: Permit Application No. EL07 -616 3716S144STTUKW Dear Permit Applicant: In reviewing our current permit application files, it appears that your permit application applied for on 10/25/2007 , has not been issued by the City of Tukwila Permit Center. Per the International Codes, Uniform Plumbing Code and/or the National Electrical Code, every permit application not issued within 180 days from the date of application shall expire by limitation and become null and void. Your permit application expires on 04/22/2008 . If you choose to pursue your project, a written request for extension of your application addressed to the Building Official, demonstrating justifiable cause, will need to be received at the Permit Center prior to your expiration date of 04/22/2008. If it is determined that an extension is granted, your application will be extended for an additional 90 days from the expiration date. In the event we do not receive your written request for extension, your permit application will become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Ter Marshall Permit Technician xc: Permit File No. ELO7 -616 City of Tukwila Jim Haggerton, Mayor Department of CommunW Development Jack Pace, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ACTIVITY NUMBER: EL07 - 616 DATE: 10 -25 -07 PROJECT NAME: WALGREENS STREET LIGHTS SITE ADDRESS: 3716 S 144 ST X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: ' 1Ar(, (14 Building •vision Public Works ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: APPROVALS OR CORRECTIONS: Documents/routing slip.doc 2 -28-02 PERM COORD COPY PLAN REVIEW /ROUTING SLIP Fire Prevention Structural Incomplete ❑ Planning Division ❑ Permit Coordinator ❑ DUE DATE: 10-30-07 Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROU ING: Please Route Structural Review Required REVIEWER'S INITIALS: ❑ No further Review Required DATE: DATE: DUE DATE: 11 -27-07 Approved ❑ Approved with Conditions 11 Not Approved (attach comments) C Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: License Information License HAWKEEII79M7 Licensee Name HAWKES ELECTRIC INC Licensee Type ELECTRICAL CONTRACTOR UBI 600493551 Ind. Ins. Account Id Business Type CORPORATION Address 1 11862 US HWY 101 N Address 2 City SHELTON County MASON State WA Zip 98584 Phone 3604269955 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/27/1983 Expiration Date 10/30/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License HAWKET *953KD Business Owner Information Name Role Effective Date Expiration Date HAWKES, DONALD P 01/01/1980 HAWKES, THOMAS A 01/01/1980 HAWKES, RONALD G 01/01/1980 HAWKES, DONALD D AGENT 01/01/1980 Look Up a Contractor, Eler+*-ic»n or Plumber License Detail Page 1 of 2 % NIP" SNOW Washington State Department of Labor and Industries Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Master Electrician Information License Name Status HAWKET *953KD HAWKES, THOMAS A ACTIVE https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= HAWKEEI179M7 04/16/2008 Wa•egite•(40 STOtRE #l 311e. SOUTI -4 144TH STREET TUKWILA, WASl-4INC-a:T01•1 9816 FOR: TUKWILA HOLDINGS, LLC. A '"VM /lC /LO "PVr'A " .15'PP \PPS \Rio -09\IONM\ A),a.od. uo 1 PA :3flYN311 FINISH GRADE DRAWINGS /SPECIFICATIONS BY: ❑ WALGREENS' LANDLORD'S CONSULTANT CLEANOUT FRAME & COVER. OLYMPIC FOUNDRY CO. SERIES IV N M -1025 W/ TWO STAINLESS STEEL BOLTS STORE NOTE: 1. CLEANOUT COVER & FRAME 2 . 6 " TO BE PROVIDED FOR CLEANOUTS IN RIGHT -OF -WAY AND DRIVEWAYS. CLEANOUTS ON PRIVATE PROPERTY TO g" BE 6" BELOW SURFACE WITH #5 FERROUS SCRAP ATTACHED. CRITERIA CONSTRUCTION BULLETINS I - -, fg T 11 2 DEPTH P.C.C. REVIEW RESUBMITTAL 2 1/6/01 PADRESUBMIT 2. ALL FITTINGS TO BE SHOP FABRICATED BY SPECIFIED FITTINGS INC. OR EQUAL. 12'0 PIPE SECTIO ~ WYE a �.. 3 2 -6" SQUARE CONCRETE PAD 45 BEND SIZE PER PLAN W/ CHERNE PVC PLUG PADCITY COMMENTS / BID SET BEDDING MATERIAL INSTALL WATERTIGHT PLUG :.- .._ SEWER MAIN .' PER PLAN •: r LIMIT OF PAY ITEM FOR PIPE LIMIT OF PAY ITEM FOR CLEANOUT . l 3 ZOi 2 6" r _______, . i 1 15" FLOW II 1 1 CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. D � o . WAS G&� <O #.� 61a, Q t� • » . ,35646 �� � E 4 k I EXPIRES 06/11/08 8/11/01 STORE NUMBER #10995 1 SEWER MAIN PER PLAN CLEANOUT COVER AND FRAME DETAIL 15 DRAWING TITLE VAT. VUE SEWER DISTRICT 6 IN. OR 8 IN. DA. CLEANOUT NOT TO SCALE SCALE: A5 NOTED Wa•egite•(40 STOtRE #l 311e. SOUTI -4 144TH STREET TUKWILA, WASl-4INC-a:T01•1 9816 FOR: TUKWILA HOLDINGS, LLC. CONSULTANT PROJECT NO. 2006 -36 PROJECT TYPE DRAWINGS /SPECIFICATIONS BY: ❑ WALGREENS' LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW REMODELING ❑ RELOCATION ❑ OTHERS ❑ NEW U EXISTING ❑ NEW SHELL ONLY . . ❑ CRITERIA CONSTRUCTION BULLETINS 1 TITLE FADWC•s. REVIEW RESUBMITTAL 2 1/6/01 PADRESUBMIT TO CITY 3 8/11/01 PADCITY COMMENTS / BID SET ti APR . l 3 ZOi REVISIONS NO. DATE BY DESCRIPTION CONST 3/12/01 PAP PERMIT SUBMITTAL/U.C-c. REVIEW 1 6/20/01 FADWC•s. REVIEW RESUBMITTAL 2 1/6/01 PADRESUBMIT TO CITY 3 8/11/01 PADCITY COMMENTS / BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. D � o . WAS G&� <O #.� 61a, Q t� • » . ,35646 �� � E 4 k I EXPIRES 06/11/08 8/11/01 STORE NUMBER #10995 PROJECT NAME WALGREENS IN TUKWIL_A,, WASH INC TON DRAWING TITLE UTILITY FLAN CADD PLOT: SCALE: A5 NOTED DRAWING NO. ca: OF 1 DWGS. DRAWN BY: PAD VOID PLOT: DATE: 3/12/01 SUPERSEDES PLAN DATED: ww REVIEWED BY: du a- -- . -- I LEGEND EXISTING 100 ....... 12" _D 63 0 0 - - - E - - - - - T - - - -- G -- 1 - 0- NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROPOSED MD _ 100 8 " S N • - E T - G Iri CONCRETE CONC. BLOCK WALL PROPERTY LINE R.O.W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE POWER VAULT UTILITY POLE STREET LIGHT IRE HYD. 7s v n SEWER NOTES * REQUIRES SEPARATE PERMIT WITH VAL VUE SEWER DISTRICT. COMPLY WITH VAL VUE PLANS AND SPECIFICATIONS. ** CLEANOUTS PER VAL VUE SEWER DISTRICT STD. DTL. 15 Si ABANDON EX. 4" SIDESEWER CONNECT TO EX. 6" CONC. SIDESEWER APPROX. 2' SOUTH OF EX. CURB IE= 309.0± USE 501 ROMAC 6 "x6" COUPLING S2 17' N 6" PVC, SDR35 ® 2% MIN. WITH 2 N 22.5 -DEG BENDS ROUTE AROUND EX. POWER VAULT S3 REMOVE EX. 4 CLEANOUT NEW 6" CLEANOUT RIM= AT -GRADE IE= 310.42 S4 36' N 6" PVC, SDR35 ® 2% S5 6" CLEANOUT RIM= AT- GRADE, IE= 311.14 S6 78' N 6" PVC, SDR35 ® 2% S7 6 CLEANOUT RIM= AT- GRADE, IE= 312.70 a 112 +00 POLE 'B'SL I NEW 11211 POWER CONDUIT BANK EX. CATCH BASIN ,...... =r... RIM ELEV. = 320.08' CURB BARRIER TO PROTECT NEW POLE. EX. CATC BARN RIM ELEV. 1= .22.20 IE 8" conic' S 119.60 K 144TH ST. STA 33 +26.24 = 37TH STA 11 . A -00.00 G 0 WATER NOTES (PUBLIC) * REQUIRES SEPARATE PERMIT WITH K.C. WATER DISTRICT #125. COMPLY WITH DISTRICT STANDARD PLANS & SPECS. SEE SHEET C4.2 FOR ADDITIONAL INFO. ** AVAILABLE FIRE FLOW = 2390 GPM (20 PSI RESID, 2 HOURS) STATIC WATER PRESSURE = 80 PSI W1 6 "x6" MUELLER WET -TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ, FOR DDCVA) CONC. BLKG. 8 DIP SPOOL, LENGTH AS NECESSARY W2 FIRE HYDRANT PER DISTRICT DTL. 3 ON SHEET C4.2. FH CO 25' FROM R/W C/L 6 "x6" MUELLER WET -TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ) CONC. BLKG. 8' N 6" DIP, CL.52 SPOOL W3 1" WATER METER (BY DISTRICT, PAID BY DEVELOPER) WM © 25' FROM R/W C/L 1" TAP, 1" SERVICE (COPPER), SETTER AND BOX PER DISTRICT DTL. 1 (BY CONTRACTOR) W4 POST- INDICATOR VALVE PER DTL. 2/C4.2 OR CITY & DISTRICT APPROVED EQUAL W5 NEW 5' x 10' WATER ESMT. TO DISTRICT W6 RELOCATE EX. 5/8 "x3/4" WATER METER TO BACK OF SIDEWALK REUSE FOR IRRIGATION w w G CD " 16 S G 0 WATER NOTES (PRIVATE) * SEPARATE FIRE SPRINKLER PERMIT REQUIRED. DESIGN / BUILD BY CONTRACTOR. WA FIRE SPRINKLER LINE: 146' N 6" DIP, CL.52 1 N 6" - 90 -DEG BEND (MJ) CONC. BLKG. WB 149' N 2" WATER SERVICE (POLY, SIDR7) WC INTERIOR FIRE SPINKLER DDCVA. 4' MIN. CLEAR AROUND RISER. FLOOR DRAIN PER SHT. P1.1. NOTE: INTERIOR FIRE SPRINKLER SYSTEM IS DESIGN /BUILD BY CONTRACTOR. SEPARATE CITY FIRE PERMIT REQ'D, INCLUDING A SUBMISSION OF A CUT SHEET OF WASH. ST. HEALTH DEPT. APPRV'D BACKFLOW ASS'Y AND HOW IT WILL BE MOUNTED TO THE WALL. WD FIRE DEPT. CONNECTION PER CITY REQ'TS. SEE DTL. 1/C4.2 1 N 6" VERT. BEND (FL) 1 � 6 "x4" REDUCER (FLxMJ) 146'".4 " DIP, CL.52 1 N 4" - 90 -DEG BEND (MJ) CONC. BLKG. WE 1" IRRIGATION DCVA (WASH. STATE APPRV'D ASS'Y) WILKINS 950XL OR APPR'D EQUAL REFER TO ADDITIONAL DETAILS & NOTES ON SHEET C4.2 G REVIEWED FOR CODE COMPLIANCE 70 - NEC NAP NOV 3 0 2001 �� City Of City � ION B ILD ;NG DIV arragiimr.a_i- - r"nu,rYrrrirmmiirdro®rm II EX. 20' WIDE POWER ESMT. TO S.C.L. PER REC. NO. 230415 -3-019 , 11 111111111111111111111111111 11111111111111 Oli ■ X•111111111141111111111•1111111111111= CI - -€ /M I i i • l■i ■ �! :I� �■ ■D ■i ..IMEW,M.I��i���}��rr. ■I EMMW- O■■ 1114. ■iiiMillailiMMUMO■ O O r. :Qq.br>wAnr�: bxIb■tkil•M ► /01��•■1gram e=IPIA •al ■� ■���i. ■��n ■�1 ■ ■A ■��A�W ■mI■ic'S■1`�E■IrEy■ ' ■!i6 iralalli 111 ■ii ■r1■■■■■ ■ilicarai lit■ ■Midi di:wCWimaraismiii�lifei�bu$3 .� IN MC* .... �'� e�■■■■ Ir.■■ wr■ w:■■■*r i■■ �a■■ l�■ w�■■■■■■■■■■■ a�■lw■u ■■ ■ ■r,■ ■■ ■r1�1 ■■ ■s■ ■■■ ■� / EX. 8'W I SOUTH 144TH STREET 9 G DC. ARE SE 1/4 OF SW 1/4 OF SEC. 15, TWP. 23N, RGE. 4W, W.M., CITY OF TUKWILA, KING COUNTY, WA 0 UTILITY NOTES By Date: mom mom dm= mm X. CB IM ELEV. = 313.92' 20 l 6" CONC NW 310.77 E 12" CONC S 310.47 * CONTRACTOR SHALL COORDINATE WITH THE POWER, GAS, TELEPHONE AND CABLE TV SERVICE PROVIDERS REGARDING APPLICABLE EXISTING SERVICE ABANDONMENT AND NEW SERVICE INSTALLATION. CONTRACTOR SHALL PROVIDE NECESSARY DEMOLITION, TRENCHING, BACKFILL AND RESTORATION UNLESS NOTED OTHERWISE. U1 NEW POWER TRANSFORMER (BY SCL) PAD AND CONDUITS BY DEVELOPERS CONTRACTOR. 1 N STEEL BOLLARD U2 EX. SCL VAULT V -881 (818 -8 -LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. 1/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U3 EX. SCL VAULT V -884 (712 -LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. 2/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U4 EX. 20' ESMT. TO SEATTLE CITY LIGHT U5 EX. UTILITY JUNCT. BOX, AJUST TO NEW GRADE U6 EX. UTILITY POLE 'A' & GUY WIRE TO BE REMOVED (BY SEATTLE CITY LIGHT) U7 3' MIN. CLEAR TO BACK OF WALL AND ANY PERMANENT SHORING U8 NEW GAS METER (BY PSE) U9 NEW GAS SERVICE. CONN. TO STUB ON 144TH STREET BY PSE. TRENCHING AND BACKFILL BY CONTRACTOR U10 EX. UTILITY POLE 'B' TO REMAIN PRIMARILY A TELE / CAN POLE. REMOVE OVERHEAD TELE / CATV WIRE TO SOUTH (BY QWEST / COMCAST). Ull NEW UTILITY POLE 'C' (BY SCL) STA 112 +51 CONTRACTOR TO PROVIDE UNDERGROUND POWER CONDUITS TO SCL VAULT V -884. BEGIN OVERHEAD POWER TO NORTH. U12 UNDERGROUND POWER CONDUITS BY CONTRACTOR (PER SCL REQ'TS) U13 EX. UNDERGROUND TELE / CATV CONDUITS U14 EX. OVERHEAD POWER /TELE /CATV TO REMAIN U15 NEW GUY WIRE FROM POLE 'C' TO POLE 'B' (BY SCL) U16 RELOCATE EX. STREET LIGHT TO STA 34 +64.7, 27.5' LT NEW LIGHT BASE PER CITY DTL. RS -20 U17 CONN. TO EX. STREET LIGHTING JUNCTION BOX. NEW RIGID PVC,SCH.40 STREET LIGHTING CONDUIT WITH 2N #8 CONDUCTORS & 118 GROUND. U18 NEW STREET LIGHT AT STA 111 +10, 24'RT PER CITY DTL. RS -20 ON SHT C4.1. TYPE 2 JUNCTION BOX PER WSDOT STDS. LUMINAIRE= 250W HPS (M -C -III) 240V (G.E. MODEL #M400AZPOWR /DOOR) LAMP STYLE= COBRA HEAD MOUNT HT.= 35'; LUM. ARM LENGTH= 16' U19 NEW 20' LONG DOWN GUY WIRE U20 NEW 712 -CLX ELEC. VAULT REVISIONS flues shall be to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit Na Plan review approval IS dl f ect to anus lind minions. Approval of construe!' documanta does not authorize the violation of : ," a' or" ar ordinance. Receipt �' ` sirld : of approved - - ... , II I City of Tukwila BUILDING DIVISION 0 10 oEPARATE PERMIT REQUIRED IV Mechanical 0 Electrical Y1 Plumbing G Gas Piping City of Tukwila Mill .DING DIVISION GRAPHIC SCALE 40 ( IN FEET ) inch = 20 ft. VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923 -0590 EMAIL: pedro@terraformadesigngroup.com DEVELOPER TUKWILA HOLDINGS, LLC 22007 EAST LOST LAKE ROAD SNOHOMISH, WA 98296 CONTACT: DAVID THOMPSON PHONE: (206) 380 -7400 ARCHITECT DONAHOU DESIGN GROUP 2150 NORTH 107TH STREET, #501 SEATTLE, WA 98133 CONTACT: THOM KEYES PHONE: (206) 363 -1960 GOVERNING AGENCIES GRADING, DRAINAGE, ROADWAY CITY OF TUKWILA 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 CONTACT: JOANNA SPENCER PHONE: (206) 431 -2440 ELECTRICAL SEATTLE CITY LIGHT CONTACT: LIMAN ZHUANG PHONE: (206) 615 -1001 GAS PUGET SOUND ENERGY (PILCHUCK CONTRACTORS) 6725 116TH AVE. NE #200 KIRKLAND, WA 98033 CONTACT: GUNNER ANDERSON PHONE: (253) 872 -9797, EXT. 218 WATER KING COUNTY WATER DISTRICT #125 3460 S. 148TH ST. #110 TUKWILA, WA 98168 CONTACT: MARK PARSONS PHONE: (206) 242 -9547 SEWER VAL VUE SEWER DISTRICT 3460 S. 148TH ST. #100 TUKWILA, WA 98168 CONTACT: DANA DICK PHONE: (206) 242 -3236 TELEPHONE QWEST 23315 66TH AVENUE SOUTH KENT, WA 98032 CONTACT: JIM CHRISTIAN PHONE (206) 345 -2968 CI 0 APPROVED Pl..".NS AND c "rEC CATIONS SHALL 5 ^I'A"HGED, MODIFIED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING Ce OC.'"IC;AL, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS AND Q Is 1.13 TO FIELD INSPEC11OFIS. Public Works, Building Division PERMIT NUMBER 07 °61 ' 07 .Aj � rr :�.- rticc � � � RECEIVED CITY OF TUKWILA OCT 2 5 2007 VA ; PERMIT CENTER CD N. M W U) 5 W OC I TERRAFORMA 1' : DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office ®terraformadesigngroup.com N S 144TH ST. 1 �..i- SITE S. 146TH 0 ST. LEGEND EXISTING 100 ....... 12" _D 63 0 0 - - - E - - - - - T - - - -- G -- 1 - 0- NOTE THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CALL 48 HOURS BEFORE YOU DIG 1- 800 - 424 -5555 PROPOSED MD _ 100 8 " S N • - E T - G Iri CONCRETE CONC. BLOCK WALL PROPERTY LINE R.O.W. CENTERLINE EASEMENT GRADING CONTOUR SPOT ELEVATION SWALE GRADE BREAK WATER MAIN SEWER MAIN STORM DRAIN FIRE HYDRANT WATER METER GATE VALVE SEWER MANHOLE STORM CB STORM MANHOLE ELECTRICAL LINE TELEPHONE LINE GAS LINE POWER VAULT UTILITY POLE STREET LIGHT IRE HYD. 7s v n SEWER NOTES * REQUIRES SEPARATE PERMIT WITH VAL VUE SEWER DISTRICT. COMPLY WITH VAL VUE PLANS AND SPECIFICATIONS. ** CLEANOUTS PER VAL VUE SEWER DISTRICT STD. DTL. 15 Si ABANDON EX. 4" SIDESEWER CONNECT TO EX. 6" CONC. SIDESEWER APPROX. 2' SOUTH OF EX. CURB IE= 309.0± USE 501 ROMAC 6 "x6" COUPLING S2 17' N 6" PVC, SDR35 ® 2% MIN. WITH 2 N 22.5 -DEG BENDS ROUTE AROUND EX. POWER VAULT S3 REMOVE EX. 4 CLEANOUT NEW 6" CLEANOUT RIM= AT -GRADE IE= 310.42 S4 36' N 6" PVC, SDR35 ® 2% S5 6" CLEANOUT RIM= AT- GRADE, IE= 311.14 S6 78' N 6" PVC, SDR35 ® 2% S7 6 CLEANOUT RIM= AT- GRADE, IE= 312.70 a 112 +00 POLE 'B'SL I NEW 11211 POWER CONDUIT BANK EX. CATCH BASIN ,...... =r... RIM ELEV. = 320.08' CURB BARRIER TO PROTECT NEW POLE. EX. CATC BARN RIM ELEV. 1= .22.20 IE 8" conic' S 119.60 K 144TH ST. STA 33 +26.24 = 37TH STA 11 . A -00.00 G 0 WATER NOTES (PUBLIC) * REQUIRES SEPARATE PERMIT WITH K.C. WATER DISTRICT #125. COMPLY WITH DISTRICT STANDARD PLANS & SPECS. SEE SHEET C4.2 FOR ADDITIONAL INFO. ** AVAILABLE FIRE FLOW = 2390 GPM (20 PSI RESID, 2 HOURS) STATIC WATER PRESSURE = 80 PSI W1 6 "x6" MUELLER WET -TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ, FOR DDCVA) CONC. BLKG. 8 DIP SPOOL, LENGTH AS NECESSARY W2 FIRE HYDRANT PER DISTRICT DTL. 3 ON SHEET C4.2. FH CO 25' FROM R/W C/L 6 "x6" MUELLER WET -TAP PER DISTRICT DTL. 9 6" GATE VALVE (FLxMJ) CONC. BLKG. 8' N 6" DIP, CL.52 SPOOL W3 1" WATER METER (BY DISTRICT, PAID BY DEVELOPER) WM © 25' FROM R/W C/L 1" TAP, 1" SERVICE (COPPER), SETTER AND BOX PER DISTRICT DTL. 1 (BY CONTRACTOR) W4 POST- INDICATOR VALVE PER DTL. 2/C4.2 OR CITY & DISTRICT APPROVED EQUAL W5 NEW 5' x 10' WATER ESMT. TO DISTRICT W6 RELOCATE EX. 5/8 "x3/4" WATER METER TO BACK OF SIDEWALK REUSE FOR IRRIGATION w w G CD " 16 S G 0 WATER NOTES (PRIVATE) * SEPARATE FIRE SPRINKLER PERMIT REQUIRED. DESIGN / BUILD BY CONTRACTOR. WA FIRE SPRINKLER LINE: 146' N 6" DIP, CL.52 1 N 6" - 90 -DEG BEND (MJ) CONC. BLKG. WB 149' N 2" WATER SERVICE (POLY, SIDR7) WC INTERIOR FIRE SPINKLER DDCVA. 4' MIN. CLEAR AROUND RISER. FLOOR DRAIN PER SHT. P1.1. NOTE: INTERIOR FIRE SPRINKLER SYSTEM IS DESIGN /BUILD BY CONTRACTOR. SEPARATE CITY FIRE PERMIT REQ'D, INCLUDING A SUBMISSION OF A CUT SHEET OF WASH. ST. HEALTH DEPT. APPRV'D BACKFLOW ASS'Y AND HOW IT WILL BE MOUNTED TO THE WALL. WD FIRE DEPT. CONNECTION PER CITY REQ'TS. SEE DTL. 1/C4.2 1 N 6" VERT. BEND (FL) 1 � 6 "x4" REDUCER (FLxMJ) 146'".4 " DIP, CL.52 1 N 4" - 90 -DEG BEND (MJ) CONC. BLKG. WE 1" IRRIGATION DCVA (WASH. STATE APPRV'D ASS'Y) WILKINS 950XL OR APPR'D EQUAL REFER TO ADDITIONAL DETAILS & NOTES ON SHEET C4.2 G REVIEWED FOR CODE COMPLIANCE 70 - NEC NAP NOV 3 0 2001 �� City Of City � ION B ILD ;NG DIV arragiimr.a_i- - r"nu,rYrrrirmmiirdro®rm II EX. 20' WIDE POWER ESMT. TO S.C.L. PER REC. NO. 230415 -3-019 , 11 111111111111111111111111111 11111111111111 Oli ■ X•111111111141111111111•1111111111111= CI - -€ /M I i i • l■i ■ �! :I� �■ ■D ■i ..IMEW,M.I��i���}��rr. ■I EMMW- O■■ 1114. ■iiiMillailiMMUMO■ O O r. :Qq.br>wAnr�: bxIb■tkil•M ► /01��•■1gram e=IPIA •al ■� ■���i. ■��n ■�1 ■ ■A ■��A�W ■mI■ic'S■1`�E■IrEy■ ' ■!i6 iralalli 111 ■ii ■r1■■■■■ ■ilicarai lit■ ■Midi di:wCWimaraismiii�lifei�bu$3 .� IN MC* .... �'� e�■■■■ Ir.■■ wr■ w:■■■*r i■■ �a■■ l�■ w�■■■■■■■■■■■ a�■lw■u ■■ ■ ■r,■ ■■ ■r1�1 ■■ ■s■ ■■■ ■� / EX. 8'W I SOUTH 144TH STREET 9 G DC. ARE SE 1/4 OF SW 1/4 OF SEC. 15, TWP. 23N, RGE. 4W, W.M., CITY OF TUKWILA, KING COUNTY, WA 0 UTILITY NOTES By Date: mom mom dm= mm X. CB IM ELEV. = 313.92' 20 l 6" CONC NW 310.77 E 12" CONC S 310.47 * CONTRACTOR SHALL COORDINATE WITH THE POWER, GAS, TELEPHONE AND CABLE TV SERVICE PROVIDERS REGARDING APPLICABLE EXISTING SERVICE ABANDONMENT AND NEW SERVICE INSTALLATION. CONTRACTOR SHALL PROVIDE NECESSARY DEMOLITION, TRENCHING, BACKFILL AND RESTORATION UNLESS NOTED OTHERWISE. U1 NEW POWER TRANSFORMER (BY SCL) PAD AND CONDUITS BY DEVELOPERS CONTRACTOR. 1 N STEEL BOLLARD U2 EX. SCL VAULT V -881 (818 -8 -LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. 1/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U3 EX. SCL VAULT V -884 (712 -LA) TO REMAIN. ADJUST RIMS UP TO NEW GRADE SEE DTL. 2/C2.2 REGARDING PROPOSED RETAINING WALL ADJACENT TO EX. VAULT. U4 EX. 20' ESMT. TO SEATTLE CITY LIGHT U5 EX. UTILITY JUNCT. BOX, AJUST TO NEW GRADE U6 EX. UTILITY POLE 'A' & GUY WIRE TO BE REMOVED (BY SEATTLE CITY LIGHT) U7 3' MIN. CLEAR TO BACK OF WALL AND ANY PERMANENT SHORING U8 NEW GAS METER (BY PSE) U9 NEW GAS SERVICE. CONN. TO STUB ON 144TH STREET BY PSE. TRENCHING AND BACKFILL BY CONTRACTOR U10 EX. UTILITY POLE 'B' TO REMAIN PRIMARILY A TELE / CAN POLE. REMOVE OVERHEAD TELE / CATV WIRE TO SOUTH (BY QWEST / COMCAST). Ull NEW UTILITY POLE 'C' (BY SCL) STA 112 +51 CONTRACTOR TO PROVIDE UNDERGROUND POWER CONDUITS TO SCL VAULT V -884. BEGIN OVERHEAD POWER TO NORTH. U12 UNDERGROUND POWER CONDUITS BY CONTRACTOR (PER SCL REQ'TS) U13 EX. UNDERGROUND TELE / CATV CONDUITS U14 EX. OVERHEAD POWER /TELE /CATV TO REMAIN U15 NEW GUY WIRE FROM POLE 'C' TO POLE 'B' (BY SCL) U16 RELOCATE EX. STREET LIGHT TO STA 34 +64.7, 27.5' LT NEW LIGHT BASE PER CITY DTL. RS -20 U17 CONN. TO EX. STREET LIGHTING JUNCTION BOX. NEW RIGID PVC,SCH.40 STREET LIGHTING CONDUIT WITH 2N #8 CONDUCTORS & 118 GROUND. U18 NEW STREET LIGHT AT STA 111 +10, 24'RT PER CITY DTL. RS -20 ON SHT C4.1. TYPE 2 JUNCTION BOX PER WSDOT STDS. LUMINAIRE= 250W HPS (M -C -III) 240V (G.E. MODEL #M400AZPOWR /DOOR) LAMP STYLE= COBRA HEAD MOUNT HT.= 35'; LUM. ARM LENGTH= 16' U19 NEW 20' LONG DOWN GUY WIRE U20 NEW 712 -CLX ELEC. VAULT REVISIONS flues shall be to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees FILE COPY Permit Na Plan review approval IS dl f ect to anus lind minions. Approval of construe!' documanta does not authorize the violation of : ," a' or" ar ordinance. Receipt �' ` sirld : of approved - - ... , II I City of Tukwila BUILDING DIVISION 0 10 oEPARATE PERMIT REQUIRED IV Mechanical 0 Electrical Y1 Plumbing G Gas Piping City of Tukwila Mill .DING DIVISION GRAPHIC SCALE 40 ( IN FEET ) inch = 20 ft. VICINITY MAP SCALE: N.T.S. PROJECT TEAM CIVIL ENGINEER TERRAFORMA DESIGN GROUP, INC. 5212 37TH AVENUE SW SEATTLE, WA 98126 CONTACT: PEDRO DEGUZMAN, PE PHONE: (206) 923 -0590 EMAIL: pedro@terraformadesigngroup.com DEVELOPER TUKWILA HOLDINGS, LLC 22007 EAST LOST LAKE ROAD SNOHOMISH, WA 98296 CONTACT: DAVID THOMPSON PHONE: (206) 380 -7400 ARCHITECT DONAHOU DESIGN GROUP 2150 NORTH 107TH STREET, #501 SEATTLE, WA 98133 CONTACT: THOM KEYES PHONE: (206) 363 -1960 GOVERNING AGENCIES GRADING, DRAINAGE, ROADWAY CITY OF TUKWILA 6300 SOUTHCENTER BLVD., #100 TUKWILA, WA 98188 CONTACT: JOANNA SPENCER PHONE: (206) 431 -2440 ELECTRICAL SEATTLE CITY LIGHT CONTACT: LIMAN ZHUANG PHONE: (206) 615 -1001 GAS PUGET SOUND ENERGY (PILCHUCK CONTRACTORS) 6725 116TH AVE. NE #200 KIRKLAND, WA 98033 CONTACT: GUNNER ANDERSON PHONE: (253) 872 -9797, EXT. 218 WATER KING COUNTY WATER DISTRICT #125 3460 S. 148TH ST. #110 TUKWILA, WA 98168 CONTACT: MARK PARSONS PHONE: (206) 242 -9547 SEWER VAL VUE SEWER DISTRICT 3460 S. 148TH ST. #100 TUKWILA, WA 98168 CONTACT: DANA DICK PHONE: (206) 242 -3236 TELEPHONE QWEST 23315 66TH AVENUE SOUTH KENT, WA 98032 CONTACT: JIM CHRISTIAN PHONE (206) 345 -2968 CI 0 APPROVED Pl..".NS AND c "rEC CATIONS SHALL 5 ^I'A"HGED, MODIFIED OR ALTERED WITHOUT AUTHORIZATION FROM THE BUILDING Ce OC.'"IC;AL, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS AND Q Is 1.13 TO FIELD INSPEC11OFIS. Public Works, Building Division PERMIT NUMBER 07 °61 ' 07 .Aj � rr :�.- rticc � � � RECEIVED CITY OF TUKWILA OCT 2 5 2007 VA ; PERMIT CENTER CD N. M W U) 5 W OC I TERRAFORMA 1' : DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office ®terraformadesigngroup.com Waregiteg■KAP STOfRE #10e9 3T1 & SOUT1 -4 1 44TH STRE=ET TUKWILA, WASHINGTON 98168 FOR: TUKWILA 1- 4OLDINGS, LL-C. CONSULTANT PROJECT NO. 2006 -36 PROJECT TYPE DRAWINGS /SPECIFICATIONS BY: ❑ WALGREENS' LANDLORD'S CONSULTANT ALL CONSTRUCTION WORK, UNLESS NOTED OTHERWISE, BY: ❑ WALGREENS' CONTRACTOR LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ■ REMODELING ❑ RELOCATION ❑ OTHERS ❑ NEW • EXISTING ❑ NEW SHELL ONLY . . ❑ CRITERIA CONSTRUCTION BULLETINS 1 TITLE PADUJCrt. REVIEW RESUBMITTAL 2 1/6/01 PAD RESUBMIT TO CITY 3 8/11/01 PADCITY COMMENTS / BID SET REVISIONS NO. DATE BY DESCRIPTION CONST 3/12/01 PAD PERMIT SUBMITTAL/LUG. REVIEW 1 6/20/01 PADUJCrt. REVIEW RESUBMITTAL 2 1/6/01 PAD RESUBMIT TO CITY 3 8/11/01 PADCITY COMMENTS / BID SET CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ENGINEER UNDER THE LAWS OF THE STATE OF WASHINGTON AS SIGNIFIED BY MY HAND AND SEAL. P• D E-G, �O a -o / O & .t� F wn y tic , � y $ 35646 / crsT � s ONAL E C G I EXPIRES 08 /11/08 I 8/11/01 STORE NUMBER #10995 PROJECT NAME LUALC PEENS IN TUKWILA, WASH INGTON DRAWING TITLE CIVIL. DETAILS 4 NOTES CADD PLOT: SCALE:AS NOTED DRAWING NO. DRAWN BY: PAD VOID PLOT: (� C. 1 DATE: 3/12/01 SUPERSEDES PLAN DATED: s REVIEWED BY: OF 1 DWGS. GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH THE CURRENT EDITION OF THE FOLLOWING STANDARDS: A. CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARDS, B. CITY OF TUKWILA MUNICIPAL CODE, C. STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PREPARED BY THE WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA) AND THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ( WSDOT). 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE CITY STANDARDS. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCT1ON MEETING MUST BE HELD BETWEEN THE CITY LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPUCANTS CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLICANT'S /CONTRACTOR'S RESPONSIBILTY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. CONTRACTOR SHALL COORDINATE WITH POWER, GAS, TELEPHONE AND CABLE TV PROVIDER'S FOR NEW SERVICES AND EXISTING SERVICE ABANDONMENTS. 9. DATUM SHALL BE NAVD88 UNLESS OTHERWISE APPROVED BY THE CITY. 10. OMITTED. 11. ALL UTIUTY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON- FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT -OF -WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT -OF -WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY CITY. DRAINAGE NOTES 1. PROOF OF UABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE CONSTRUCTION OF THE DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK. SHALL HAVE SOLID LOCKING UDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION /DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. CLEANOUT GATE: A. SHEAR GATE, IRON BODY BRONZE MID. OLYMPIC FDY. STD. OR, B. LIFT GATE, NO. C /C /I -LG, CASCADE CULVERT INC., OR C. OTHER DEVICE APPROVED BY ENGINEER. CONTROL ROD FOR CLEANOUT/ DRAIN, ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT W /COVER FRAME & LADDER OR STEPS OFFSET, SEE NOTE 4. FRAME & GRATE ELEVATION PER PLANS HI -FLOW BYPASS PIPE TO CB #4 IE (12 "SW)= 309.80 STANDARD GALVANIZED STEEL OR ALUMINUM LADDER /STEPS. SEE PLAN VIEW FOR ACTUAL LOCAT. II SECTION VIEW 0.5'MIN. CAP REMOVABLE WATERTIGHT COUPLING (TYP) EROSION AND SEDIMENTATION CONTROL NOTES 1. APPROVAL OF THIS EROSION AND SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, HOES, ETC.) 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT /ESC SUPERVISOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING UMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING, IF REQUIRED, PRIOR TO CONSTRUCTION (SWDM APPENDIX D). DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING UMITS SHALL BE PERMITTED. THE CLEARING UMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS- CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 6. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CONDITIONS (E.G. ADDITIONAL COVER MEASURES, ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, PERIMETER PROTECTION ETC.). 7. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/ESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITIES. 8. ANY AREAS 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 COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 11. 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. 12. ANY PERMANENT RETENTION /DETENTION FACIUTY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACIUTY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 13. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL 14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE 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 SHALL BE SUBMITTED TO THE DOES INSPECTOR FOR REVIEW. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE - CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OFCONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING ANDGRADING FOR PROJECT DEVELOPMENT.) 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY EROSION AND SEDIMENT CONTROL STANDARDS. ROUND SOLID COVER MARKED "DRAIN" i / - WITH LOCKING BOLTS UNLESS OTHERWISE APPROVED BY ENGINEER RIM= 312.80 OUTLET PIPE IE= 308.80 (8 'S) LOW -FLOW TO CB #5 - STORMCEPTOR TRMT. MANHOLE PIPE SUPPORT RESTRICTOR PLATE W/ ORIFICE #1 DIA.= 2.3 IN. Q= 0.14 cfs 0 1.0' HEAD NOTE: REFER TO PLAN VIEW FOR ACTUAL HORIZONTAL LOCATION OF COMPONENTS IE (8" IN)= 308.80 FROM CB #10 2 CB #6 - FLOW SPLITTER CONTROL STRUCTURE SCALE: N.T.S. NOTES: METAL PARTS: 1. CORROSION RESISTANT OR GALVANIZED OR ALLUMINUM TYPE 2. 2. IF GALVANIZED STEEL PIPE, HAVE ASPHALT TREATMENT 1 3. FRAME & LADDER OR STEPS OFFSET SO: A. CLEANOUT GATE IS VISIBLE FROM TOP B. CUMBDOWN SPACE IS CLEAR OF RISER & CLEANOUT GATE C. FRAME IS CLEAR OF CURB "p IE (12 "OUT)= 309.80 HI -FLOW BYPASS TO CB #4 PLAN VIEW IE (8 "OUT)= 308.80 LOW -FLOW TO CB #5 - STORMCEPTOR TRMT. MANHOLE TY. 2 -54" CB 24" DIA. ACCESS IE (8" IN)= 308.80 STEPS FROM CB#7 FROM CB #6 HinKer � MATERIALS° � 5" A h 1i Inlet '4 j 6" HI M% • • 4 ti 4 . 4. Trash Guard / Down Pip 9" I 1r STC 450i Precast Concrete Stormceptor (450 U.S. Gallon Capacity) Cover and Grate - 4 "0 PVC Pipe Min.15" High w/ 4" Cap 48 "11 11" 6 "0 Orifice Plate 12 °0 Inlet 4 "0 Outlet Down Pipe Riser Pipe - (Removable) Section Thru Chamber 4 • . ' 'd• w Grade Adjusters To Suit Finished Grade ;AL 8" } Outlet Stormceptor Insert TO CB #3 18" 5' 60" Min. 8" Varies To Match Grade Outlet FROM See Note Hydro Conduit Division Max. Treatment Capacity = 0.28 cfs Proposed Treatment Flow to Facility = 0.14 cfs (6 mo) <ok> 4 "0 Outlet Pipe Riser tuall • • _ 1111 11111110 011" � Insert Dome & Tee Here (Tee Opening to Face Side Wall) Plan View Notes: 1. The use of a Flexible Connection is cecommended at The Inlet and Outlet Pipe. 2. The Cover should be positioned over The Inlet Drop Pipe and The Vent Pipe. 3. The Stormceptor System is protected by one or more of the following U.S. Patents: #4985148, #5498331, #5725760, #5753115, #5849181, #6068765, #6371690. 4. Contact a Hydro Conduit representative for further details not listed on this sheet. 5. Refer to www.stormceptor.com for additional info. 4 "0 PVC Pipe Cleanout / Vent Pipe TO CB #3 Rinker 027 CB #5 - STORMCEPTOR OIL - CONTROL MANHOLE SCALE: N.T.S. SE 1/4 OF SW 1/4 OF SEC. 15, TWP. 23N, RGE. 4W, W.M., CITY OF TUKWILA, KING COUNTY, WA * PROVIDES OIL- CONTROL PRIOR TO INFILTRATION DISCHARGE CONCRETE COLLAR PVC CAP CAST IRON RING & COVER INSTALL CAST IRON RING & COVER ON CLEANOUTS THAT WILL LIE WITHIN ANY AREA SUBJECT TO VEHICLE ACCESS SIZE PER PLAN APR 13 2009 NOV 3 0 2007 ' :��uL1E�1IIU'�i�� � II II�11�IIII aft rldl:LI'I 'I hlil 11'LI 1 k 6ti1 ll �I�il11�l�1 uIr11L1� 1 lil11II11 IIr1 { Niu11II1l 1IIIIIVIIvu hll IIIIIIuillVll I I11h I I I 11 141 I I II I 1 I II I 111 III! 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I�1Nd� :Wlu,�WuwwcuJ,^,.1 .It�J.w:J uw�1IlIJuu:l gIR1 III 1111111II CIIiiIiIl1 , '' 11' IIIIII111 ;IiIU1I I'i1111 II owl, wl, 11111111 IIIIII11I I I'll 111Lhil 11 rill ill III', � :Ir 1111 I;kIirl °1141, ?illll � r � H ,h l X11 °yul Il11l III' II • I I a h!a1 I U7 1 11 11i' ll l l n I i �I I II I u l 11 � 11 1 Ilt ll lll h'li III 111.ilJ,l 11 "�WJ ,1 !I' jl l Ill IIIIILhlII 1111111r rt. REVIEWED FOR CODE COMPLIANCE NFPA 70 - NEC City Of Tukwila BUILDI DIVI ION r IVED UKWILA 5 2007 PERMIT CENTER TERRAFORMA I 1 1 DESIGN GROUP, INC. CIVIL ENGINEERING & LANDSCAPE ARCHITECTURE 5212 37th Avenue SW Seattle WA 98126 phone 206.923.0590 fax 206.923.3507 email office Oterraformadesigngroup.com