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Permit EL10-0872 - COSTCO
COSTCO 400 COSTCO DR EL 10-0872 Citylk Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /wwwci.tukwila.wa.us Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Tenant Name: COSTCO ELECTRICAL PERMIT Permit Number: EL10 -0872 Issue Date: 11/15/2010 Permit Expires On: 05/14/2011 Owner: Name: SADE PAUL +ELEANOR Address: 585 POINT SAN PEDRO RD , SAN RAFAEL CA 94901 Contact Person: Name: MIKE MOULTINE Address: PO BOX 3855 , LACEY WA 98509 Contractor: Name: ALLIED ELECTRIC SERVICE INC Address: PO BOX 3855 , LACEY WA 98509 Contractor License No: ALLIEES145BC Phone: 360 459 -0575 Phone: 360 459 -0575 Expiration Date: 01/31/2011 DESCRIPTION OF WORK: CIRCUITS FOR ADDING AN UNDERGROUND STORAGE TANK Value of Electrical Work: NRES: $5,000.00 RES: $0.00 Type of Fire Protection: SPRINKLERS /AFA Electrical Service provided by: PUGET SOUND ENERGY Permit Center Authorized Signature: Fees Collected: $223.13 National Electrical Code Edition: 2008 L)Jk7-GLL Date: \\ I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this rm_it_d9es not pres construction or the u erf6 ce o Signature: Print Name: e to give authority to violate or cancel the provisions of any other state or local laws regulating I am authorized to sign and obtain this electrical permit. �r�l ✓� I/� Sw1 \lc) 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. Date: 1 I /l (1 doc: EL -9/09 ELI 0-0872 Printed: 11 -15 -2010 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 Parcel No.: 2523049063 Address: Suite No: Tenant: COSTCO 400 COSTCO DR TUKW PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: EL10 -0872 ISSUED 10/28/2010 11 /15 /2010 1: ** *ELECTRICAL * ** 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 pe • does not presume authority to violate or cancel the provision of any other work or local laws regulating const .. ction or the perf•r 10 . ce of work. Signature: Print Name: SL A\ lcy Date: ( 1 / I . 5 doc: Cond -Elec ELI 0-0872 Printed: 11 -15 -2010 CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Electrical Permit No. Project No. WO- D1S2. Plo -tea (For office use only) 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 ** SITE LOCATION King Co Assessor's Tax No.: Site Address: 400 Costco Dr Tenant Name: Costco -09-30 - 61,01 1) Suite Number: 150 Floor: New Tenant: ❑ Yes O..No Property Owners Name: Mailing Address: Zip City State CONTACT PERSON — Who do we contact when your permit is ready to be issued Name: Mike Moultine Day Telephone: (360) 459 -0575 Mailing Address: PO Box 3855 Lacey WA 98509 City State Fax Number: (360) 456 -8036 E -Mail Address: mike @alliedelectric.biz Zip ELECTRICAL CONTRACTOR INFORMATION Company Name: Allied Electric Service, Inc Mailing Address: PO Box 3855 Lacey WA 98509 City State Zip Contact Person: 'rra Cee g k v.); r\/ D AV i d CM-ern accAto Day Telephone: (360) 456 -8036 E -Mail Address: tracee @alliedelectric.biz Fax Number: (360) 456 -8036 Contractor Registration Number: ALLIEES145BC Expiration Date: 01/31/2011 Valuation of Project (contractor's bid price): $ 5,000 Scope of Work (please provide detailed information): Circuits for adding an Underground Storage Tank. Will service be altered? ❑ Yes 0 No Adding more than 50 amps? ❑ Yes m No Type of Use: Commercial - Fuel Station Type of work: ❑ New ❑ Addition ❑ Low Voltage ❑ Generator Pro s e Served b • Puget Sound Energy ❑ Seattle City Light ❑ Service Change ❑ Fire Alarm H:Wpplications \Forms- Applications On Line\2010 Applications \7 -2010. Electrical Permit Application.doc bh Page 1 of 2 ❑ Remodel ❑ Tenant Improvement ❑ Telecommunication ❑ Temporary Service RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter /mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI- FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $63.00 ❑ Temporary service (generator) $78.75 ❑ Manufactured/mobile home service $84.00 (excluding garage or outbuilding) ❑ Carnivals $78.75 Number of concessions $10.50 ea PERMIT APPLICATION NOTES - 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 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. 1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Signature: Print Name: Mailing Address: PO Box 3855 Date Application Accepted: Date: Day Telephone: (360) 459 -0575 Lacey WA 98509 City State Zip o Date Application Expires: cqI H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Electrical Permit Application.doc bh Page 2 of 2 Staff Initials: 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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO RECEIPT Permit Number: EL10 -0872 Status: APPROVED Applied Date: 10/28/2010 Issue Date: Receipt No.: R10 -02295 Initials: WER User ID: 1655 Payment Amount: $107.63 Payment Date: 11/15/2010 09:43 AM Balance: $0.00 Payee: ALLIED ELECTRIC SERVICE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 29795 107.63 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR 000.322.101.00.00 107.63 Total: $107.63 doc: Receiot -06 Printed: 11 -15 -2010 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 Parcel No.: 2523049063 Address: 400 COSTCO DR TUKW Suite No: Applicant: COSTCO RECEIPT Permit Number: EL10 -0872 Status: PENDING Applied Date: 10/28/2010 Issue Date: Receipt No.: R10 -02191 Initials: User ID: JEM 1165 Payment Amount: $115.50 Payment Date: 10/28/2010 01:14 PM Balance: $107.63 Payee: ALLIED ELECTRIC SERVICE INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 29761 115.50 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR ELECTRICAL PLAN - NONRES 000.322.101.00.00 70.87 000.345.832.00.00 44.63 Total: $115.50 doc: Receiot -06 Printed: 10 -28 -2010 INSPECTION RECORD Retain a copy with permit I INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: O �5f Type of Inspection: (00 i Address: lie° Cat( Co bK,. Date Called: Special Instructions: Date Wanted: a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: . r;7:41 Inspector: 6,1 I 11 1J612\ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: af, T it PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: EL10 -082 DATE: 10/28/10 PROJECT NAME: COSTCO SITE ADDRESS: 400 COSTCO DR X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: 11_8�D `, gw4 ■ g�din 'Division Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete igr Comments: Incomplete n DUE DATE: 11/02/10 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Building Please Route Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 11/30/10 Not Approved (attach comments) ❑ DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2-28-02 Contractors or Tradespeople Pr ter Friendly Page 1 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. Business and Licensing Information Name ALLIED ELECTRIC SERVICE INC UBI No. 600599707 Phone 3604590575 Status Active Address Po Box 3855 License No. ALLIEES145BC Suite /Apt. License Type Electrical Contractor City Lacey Effective Date 1/3/1986 State WA Expiration Date 1/31/2012 Zip 98509 Suspend Date County Thurston Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ALLIEES156BZ ALLIED ELECTRICAL SERVICE Electrical Contractor General Unused 1/9/1985 12/31/1985 Archived Master Electrician INFORMATION License ELWINHJ974L4 Name ELWIN, H JOHN Status Active Business Owner Information Name Role Effective Date Expiration Date ELWIN, DIANE Agent 01/01/1980 12/31/2008 ELWIN, H JOHN Member 01/01/1980 $1,000.00 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date CBIC SB2616 12/28/1997 Until Cancelled $4,000.00 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type Infractions /Citations Information Infraction / Citation Date RCW Code Type Status Violation Amount EMURD00264 12/31/2008 19.28.101 RCW ELECTRICAL CITATION Satisfied $1,000.00 EBRIC00752 2/14/2007 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 https: // fortress .wa.gov /lni/bbip /Print.aspx 11/15/2010 PANEL A MAIN /GENERAL BREAKER RATED: 10,000 A.I.C. * LISTED FOR SERIES VOLTAGE: 120/208 VOLT -30, 4 -WIRE . MAIN BRKR: M.L.O. - • COMBINATION WITH CURRENT BUSS: 225A SPACES: 42 LIMITING MAIN FUSE. /ADDITIVE TANK ADDITION 400 COSTCO DRIVE, SUITE 150 TUKWILA, WA 98188 . . Revision EXISTING UTILITY VAULT OR TO UTILITY SERVICE BY POWER COMPANY RED IRED 110 VOLT AC 60 HZ WIRING NOTE: ALL ELECTRICAL • WIRING MUST SWITCH CONFORM TO LOCAL ELECTRICAL CODES. I CIRCUIT # DESCRIPTION LOAD BREAKER PHASE NOTES LCL A B 0 POLE BY POWER COMPANY BLK 1 BLK I \ EXISTING (1) -3" LEFT SIDE (ODD CIRCUITS) 1REI UNDERGROUND PVC CONDUIT 1 SUB FEED TO PANEL B 9900 100. 2 9720 (SCHEDULE 80) 0 3 SUB FEED 10 [DANE L B 2364 100 -2 360 / \ / GND SOLINOID VALVE 110 VOLT • 5 CANOPY LIGHTS {1 940 20 1 940 • SW 1 Y 7 SPACE 0 RED 9 CANOPY LIGHTS 2 940 20 -1 940 SW -1 Y EXISTING UTILITY PAD MOUNT . TRANSFORMER WITH CONCRETE PAD r---- I I _ _l_ 1 I ONLY - vow JUNCTION BOX Z 1 1 • . CANOPY LIGHT :3 '774 20--1 774 SW-- 1 y 13 SPACE • 0 FILLER ( 15 CANOPY LIGHTS #4. 986 20 -1 986 SW.-.1 Y 1 1 I 11 - I 1 17 CCTV 360 20--1 360 19 `SPACE 0 FILLER a 21 • SPACE 0 FIL.I....E�-R C) EXISTING 3 4 x 10' COPPER CLAD STEE � *CONNECT CONNECT RED AND BLACK WIRES TO 2 R 11O VAC WIRE UNLESS SEPARATE 0 = CIRCUITS ARE REQUIRED z ° , DASHED LINES INDICATE FIELD WIRING a fl. �" 23 SPACE 0 FILLER t / GROUND ROD. EXISTING 2" C, {4) #3/0 THWN C.U. + (1) #4 C.U. ( ) EXISTING (1) -- #4 COPPER GROUND WIRE. 2" C', (4) #3EXISTING /0 THWN C.U. + (1) — #4 E.G. • EXISTING NEMA 3R, 200A, 200A FUSE o �, z 110 VOLT ��- MOTOR 0Z � > o SOURCE 25 SPACE 0 FILLER 0 • 27 SPACE 0 =IL.1...E..R 0 29 •SPACL 0 1- °ILLER 0 POWER SINGLE. PHASE MOTOR CONTROL . WIRING DIAGRAM FOR SUBMERGED � � ` 31 FE PETRO 1ST UNL. 1 960 20= 3 960 33 FE PETRO IST L N1.. . 1 960 2.0 -• -••3 960 35 -�• PETRO E I. f I II) ISI UNI.._ 1 ` 960 � 20 m3 9 0 \ / \ E.G. EXISTING NEMA 3R, 200A, METER SOCKET MOUNT ON EXTERIOR WALL OF CONTROLLER [(TYPE KMOUNTED SERVICE DISCONNECT SWITCH MOUNTED ON WALL OF CONTROLLER .ENCLOSURE SQ D CAT N0. -- D324NR -B EXISTING CONCRETE ENCASED PANEL x TURBINE ca c0 37 ;� F E:: F. 1" )0 I S 1J E: ' ' ' x .� 960, 2f. ?•_ °•-�� 960`. PUMPS WITH 120 VOLT 39 E= E PETRO 1T SUP �,3. 960 20- 3 960 - COIL LINE STARTER CIRCUIT MODEL STP -CBS E E , 41 FE PI'. ".0 o IS`•I. Sur 13 960 20-3 960 RIGHT SIDE . (EVEN CIRCUITS) i2a9 c6 03 d Q S 2 SPACE 0 . ILI._ER 0 -B,-,� !,,,g2) oo , LOCKOUT SWITCH N 4 C;ONTROL..I.,..E:,:f ENCLOSURE LIGHTS 720 2500 20 1 2a -- 2 720 1500 ENCLOSURE EUSERC COMPLIANCE 65,000 AIC SQ D CAT NO. UTH7213T � i C�� GROUNDING ELECTRODE. :. • 6 CONTROLLER . ENCLOSURE AC,'HFAT F J ' .- —elm e LINE STARTER 8 SPACE 0 E:IL.LLI: rJ = 44 10 QUAD --RECEPT. - GENERAL USE 864 2) „•..•.1 864 COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 � � v co1L� NEON PILOT LIGHT 12 l`IMI °•µ C I.:.00K POWER 180 s 5..._...1 180 2” • C, (4) #3/0 THWN <5' (4) #4 GND. '•�' �/ EXISTING ro CONTROLLER ENCLOSURE SUBMERSIBLE (STP) 14 SPACE H ER 16 CAMERA RADIO BOX 180 20-1 180 % / / \ • NEW LOADS 18 CANOPY CONTAC TOR 180 20 -1 180 1 ORANIQE .20 SPACE .0 FILLER 0 '� w / .I ACK � • 22 SPACE 0 FILLER 0 � w �� w ��'� w w --- BLACK ---f 1■ 24 SPACE' 0 FILLER U. �� / 26 ADDITIVE TURBINE 960 20 -2 • 960 r--- 960 28 ADDITIVE TURBINE 960 20 -2 POWERBOX MODEL: CSTC0618021 SURGE GND. 30 SHUNT TRIP 0 FILLER - - 0 ,-' (1) 3/4"C, (3) #12 THWN + GND 32 F:"E PL.IRO 1ST UNL ..2 960 2O -w.3 960 \ 34 .Fr I ET1 RO IS r UNL... • 2. 960 20 - -3 96O - N. ,� 36 FE PETRO 1ST UM._ 2 960 20...3 960 NEUT. SYSTENf ISOLATED GND. 38 ARID PERM[A1i•OR 960 20. 3 960 OIL FILLED CAPACITOR (W /BLEED RESISTOR) PLUG 40 ARID • PERMEATOR 960 20--- 9C GND. (1) #12 ROUTE TO J -BOX AT DISPENSER. CONTINUE (1) CONDUIT TO DISPENSER AND CONNECT • • (1) #12 WIRE TO DISPENSER SOLENOID VALVE. ROUTE SECOND CONDUIT FROM J -BOX TO TURBINE STP IN IN TANK. SUMP W/ (2) #12 AND (1) #12 GND. ",, ��' —z I 120/208 OR 240 V SINGLE PHASE POWER SUPPLY 42 ARID PI: ::RME:`A•TOR 960 20--3 960 _�_ 42 SPC 120/208 8 ONLY NOTE: • ALL LOADS ARE EXISTING WITH THE EXCEPTION OF - THE NEW BREAKER FOR 1/3 HP TURBINE PUMP: NEW SHUNT TRIP BREAKER IS TO BE PROVIDED BY THE • INSTALLING CONTRACTOR. NOTE: PANEL SCHEDULES SHOWN ARE TYPICAL. ELECTRICAL CONTRACTOR RESPONSIBLE TO REORGANIZE PANEL SCHEDULE AS REQUIRED TO ACCOMMODATE FOR THE NEW BREAKERS TO BE INSTALLED. NEW EQUIPMENT TO BE TIED INTO EXISTING EMERGENCY SHUTDOWN SYSTEM TOTAL VA 14520. 8850 7774 © CONNECTOR -•B- 20 PC 120/208 SUB FEED LCL 0 1926 3704 PLUS 25% 0 481 926 / TOTAL VA 14520 9331 11220 o o 1 AMP PER P 120.9 77.7 93.4 120 VOLT SUPPLY FROM DISPENSER OR OTHER EQUIPMENT. WHEN POWER IS APPLIED TO THIS • CIRCUIT, THE COIL IN THE CONTROL BOX WILL BE ENERGIZED PROVIDING POWER TO STP. PANEL LOAD 112.7 NOTE: SEE . PRODUCT INSTALLATION INSTRUCTION. FOR FURTHER THERMAL OVERLOAD RTHER DE AILS. WIRING MUST CONFORM TO ALL FEDERAL, STATE, AND LOCAL ELECTRICAL C O D E S . MOTOR CONTROL PANEL IS FOR NON- HAZARDOUS LOCATION USE ONLY. CONNECTED LOAD = 38.6 KVA PANEL B DISPENSERS /ELECTRONICS VOLTAGE: 120/208 VOLT 'I 0, 3 --WIRE MAIN BRKR FEED FROM —A— BREAKER RATED`: 10,000 A.I.C. BUSS: 100A SPACES: 20 ACTUAL A.IC. BELOW 4,000 L _J ♦Z l S' Gi' )ej P of WAS A,C :.. �� 8527 4 xS�oNAI E0�# (3) #3 THWN C.U. GND C.U. SINGLE PHASE MOTOR __. CIRCUIT # PHASE NOTES LCL (1) #8 � e Existing Single Line Diagram Turbine Pump Wiring Diagram DESCRIPTION LOAD BREAKER A B LEFT SIDE (ODD CIRCUITS E .1 NOT TO SCALE E -1 NOT TO SCALE 2 1 RECEPT. .....•. GENERAL... USE �, 360 > , 20 -1 3a0 3 SWT NEUTRAL 5 . DISPENSER r172 960 20--1 960 � / \ / . FILE COPY Permit No. Plan Wow approval is subjerst I Approval of tdNlBhvotIon documents Cc, violation of any adopted code 01 approved Held Copy and opl'Iei0n6 By. •Fr .1 Sc. . to errors and omissions, toes not authorize or *dame. Receipt le aCi<f11DIYYledged: le -VI v 7 SWT NEUTRAL 9 DISPENSER 45/6 960 • 20 -1 960 1 1 SWT NEUTRAL 13 DIS7'E LASER #9/10 . 960 20.1 960 15 SWT .1.. N EUTRAL 17 M .'° • N w . t. j 14 960 •11-- 1 960 al G c .r]� . �. U a ¢ a '� °' d 19 SPACE 0 .FILLER 21 SPACE 0 FILLER 23 SPACE 0 FILLER 25 SPACE 0 FILER 27 SPACE 0 FILLER . 29 GENERAL.. RECEPT 360 20- 1 360 44& 18215 72ND AVENUE SOUTH i�2 KENT, WA 98032 (425)251-6222 (425)251 -8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES RIGHT SIDE (EVEN CIRCUITS) 2 VE ED E R ROOT 360 20 -- - -1 360 4 SPACE 0 T- I LER 6 DISPENSER , 3 4•. 960 2U -1 960 8 SW_l. NEUTRAL 10 DISPENSER x'7/8 960 20 -1 960 12 . SWT NEUTRAL_ II ii i o ) 14 • DISPENSER 11/12 960 20 -1 - _ - -- -_960 . City Of" 'lllkwlla NEW LOAD BUILDING DIVISION 16 SW1 N E..UT RAL..... 18 DISPENSER 1 5 16 960 20__._ 1 960 20 SWT N E U RAL 22 E'LI.....D 360 20---1 360 . 24 SWT NEUTRAL . ' 26 ADDITIVE DISPENSER 960 20 -1 960'"-^ 28 GENERAL 0 20 -1 360 / . NOTES: w REVIE.WED.FOR COMPLIANCE WITH NFPA70 . RECEIVED CIY OFTUICWILA OCT 2 8 2010 PERMIT CENTER 30 GENE 0 20 -1 360 . WITH THE EXCEPTION OF TOTAL VA 9720 360 NOTE: ALL LOADS ARE EXISTING THE NEW BREAKER FOR NEW ADDITIVE DISPENSER. NEW LCL 0 Cl ) U. TERMINALS ARE PROVIDED TO ALLOW THIS CIRCUIT TO BE WIRED THROUGH AN EXTERNAL UNINTERR.UPTIBLE POWER . SUPPLY. SW--1. CIRCUIT • IS WIRED THROUGH STAGE #1 OF THE MANUAL SWITCHES. • NEC NOV 10 2010 , �� 1UL SHUNT TRIP OR SWITCHED NEUTRAL BREAKER IS TO BE PLUS 25% 0 . 0 PROVIDED BY THE INSTALLING CONTRACTOR. CONTRACTOR IS TOTAL VA 9720 360 TDFITDO EXSITING EMERGENCY STOP SYSTEM AMP PER P 81.0 3,0 City of tiliwIla . PANEL LOAD 42. SW -2. CIRCUIT IS WIRED THROUGH STAGE #2 OF THE MANUAL SWITCHES. LC L. LONG CONTINUOUS LOAD . \ REVISIONS BUILDING DIVISION No changes shall be made 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 . . . � 2, Job Number 14788 Sheet E -1 of 11 . A Existing Panel Schedule 1 NOT TO SCALE •1111111111111/ '111111.111111r NNW `4111111111Pr r , J J -, J I I I 1 I . I I I l' • I 1 1 1 L . . . . . . . . 5 a) o .1 8 W AC LINE 4 AC NEUTRAL HASSIS GROUND :ARRIER GROUND i i i i i i i 1 i 1 / i 1 ) POWFR ARFA I\TRI\SICALLY-SAFE ARFA L 0 °Liu se OD 0 C) 0 ee 0 GROUND 0 e212 GROUND e 0 SPARE 16 • • SPARE 8 • 16 MODULE TYPE: NOT USED • MODULE TYPE: NOT USED POSITION RECORD: POSITION RECORD: 5 1 21 6 2 6 15 SPARE • 0 7 SPARE • 1 3 7 3 4 8 4 CONSTRUCTION PRECONS I RUC BID SET Tit(e: MISCELLANEOUS ADDITIVE TAN 400 COSTCO DI TUKWILA, 1 COSTCO GASOLI 1 5 MODULE TYPE: • NOT USED MODULE TYPE: NOT USED POSITION RECORD: POSITION RECORD: • SPARE 14 • • • raft. Allebh. 411.116. Illillih. AM.. AM. AM. AIM. AM. AIM. 41111116. .41•16.411.1116. • SPARE 6 • A/M. 41111111‘ 411111.1b. Allillik. 4■111b. Ailillb. AM. /Mi. Aililb■ /1111.■ AMIlli. Agali. Ali 1 5 1 2 6 2 6 3 7 3 7 4 8 4 , , v 14 /1/11s. Adak. MODULE TYPE: NOT USED AM. AIM. 4/11116*. MODULE TYPE: NOT USE* 13 SPARE • • . 4-75-7-67 MAXIMUM SENSOR OUTPUT RATING 15 VOC MMP F-1 --F-2--F3—F-F POSITION RECORD: POSITION RECORD: E-P.) PRESSURE XMIT 5 1111111111:11101121:111:113131:113CI 1 5 1 eeeeeeeeeeee PLLD • 2 6 2 6 ..;. 0 .. 4' 0) (p • PRESSURE LINE LEAK INTERFACE MODULE SUMPS 3 7 3 7 SPARE 12 • • I— 7- IT- 311-47- 871-8771-77- 8g AIM. mCIMAjlr 1:47 15 voc 16MP Allah, 4111111%. AM. Ailill■ AMII. AWL 4/111111111. AIM. 41M. 40•111‘ 41111111W, 4111111b.. Aillabh. 401111116. Ad ii. 411111111., 4/11111■. 4111111i, 401111116.. 4/1111111■ rd SENSOR 4 DIME • LIU • • • • 113131111310 1 0 13 k i / MODULE TYPE: NOT USED MODULE TYPE: PLLD INTERFACE MODULE .4 - 4 e000000 000000000 D ISPENSER • -POSITION RECORD: POSITION RECORD: TURBINE PLLD • INTERSTITIAL SENSOR INTERFACE MODULE SENSORS 1 5 1 REG. UNLEADED 1 5 SPARE NEW • W N. J Csi < a) 53 W 01 J. CC • 0 ° 44g 11 SPARE 4° • I— -- IT:E311- --T- 47-1- 5---T; 6 7:1- 7 7- ''. 2 6 2 REG. UNLEADED 2 6NE9ARE rAngfr 1155 :CP 3 7 3 PREM. UNLEADED #1 7 SPARE SENSOR 3 • Claagalaga • • • El • • • • 0000000000000000 TANK & SUMPS • DISPENSER • 4 8 4 PREM UNLEADED #2 8 SPARE INTERSTITIAL SENSOR INTERFACE MODULE SENSORS 0 i A " 12 10 li i MODULE TYPE: NOT USED MODULE TYPE INTERSTITIAL SENSOR INTERFACE -PPS IRIPEMNALTRAL) 1R-UNL. 2p[---TitRia""t; -in POSITION RECORD: POSITION RECORD: DISPENSER SENSORS -1 1 3 -1 4 1 5 -1 -I 7 -1 8 -I =A Fir C 15 AMP A 11 FrAci P,IR „,, - LINE POWER INPUT 1 5 1 DISPENSER 15/16 5 SPARE 10 uuuuuu . . umnivau • PO - PUMP OUTPUT CONTROL SENSOR 2 • ca . a • uumuniuu • aa • In eeecoe00 0 eemeoe TANK SUMPS & ANNUiAR • 2 6 2 ADDITIVE ANNULAR • . SPARE tzeleeeeo 0o0000000 o AFAar„,,T, 24 " • 3 7 3 ADDITIVE TURBINE . A r • PRESSURE LINE LEAK CONTROLLER MODULE • INTERSTMAL SENSOR INTERFACE MODULE SENSORS ., 4 8 4 ADDITIVE DISPENSER - 4-RELAY OUTPUT MODULE 17c171-c1702727-47;37037170470.471 --*-- RELAY TO EXTERNAL DEVICE PROBE SPARE PROSE---0- 1 r-17-- 2-21-+3.771.4-4 MAXIMUM SENSOR OLRPUT RATING 11 i 1 1 A I MODULE TYPE: PLLD CONTROLLER MODULE POSITION RECORD: MODULE TYPE: INTERSTITIAL SENSOR INTERFACE Fs'sn =-s 120 VAC. 2A MAX OR 24voc, 2A MX l• I • I • • 1 • • • • 15 VOC 15 APAP UUU • • • • • u • • uu • POSITION RECORD: TURB NE/DISPENSER SENSORS 5 DISPENSER 7/8 g • 00000 0000¢,e0 1 eeeeee • 1 PREM. UNLEADED #2 5 1 PREM. UNL TURB • • • GAUGES, PROBE INTERFACE MODULE '2 SPARE 6 2 DISPENSER 1/2 6 DISPENSER 9/10 7 DISPENSER 11/12 ±' 0 emn44 0 ■1•111r NNW' `11111111/ 'VOW ‘1111.1" N11111111111r 11.11111, NI111111111, NIMIIIIIIr NIIIIIIIV NIIIIIIIV NIIIIIP" '41111•111/ 1111■ l'Il■ ■11111/ ■1111r 1■11r W N111111111r 1111•1111r 'MOP/ NIIIIIry • * Fq la 3 SPARE 7 3 DISPENSER 3/4 * 4 8 4 DISPENSER 5/6 8 DISPENSER 13/14 1 MODULE TYPE: PLLD CONTROLLER MODULE MODULE TYPE: INTERSTITIAL SENSOR INTERFACE 1 8 °) 0 .. POSITION RECORD: POSITION RECORD: TURB NE/FILL/ANNULAR SENSORS 0 1 - ,\ 1 Li REG. UNLEADED 1 1 # 5 1 REG. UNL A ANNULAR 5 REG. UNL B FILL 2 REG. UNLEADED #2 6 2 REG. UNL A FILL 6 REG. UNL B TURB i NO E EE1ER—RO•T" LS-351 w/ P"IN ER ODEL VR-8429I-1 2 i 3 PREM. UNLEADED #1 7 3 REG. UNL A TURB 7 PREM. UNL ANNULAR 4 8 4 REG. UNL B ANNULAF 8 PREM. UNL FILL (WITH THE FOLLOWING CONFIGURATION IS EXISTING.) (1) VR-330160-160 RISK MANAGEMENT SOFTWARE 1 OTE: THE ONLY WORK DONE ON (3) VR-329358--001 EIGHT INPUT INTERSTITUAL/LIQUID SENSOR INTERFACE MODULE • THE VEEDER ROOT SYSTEM IS TO (1) VR-329356-002 FOUR INPUT PROBE INTERFACE MODULE STALL/ADD THE ADDITIONAL (1) VR-329359-001 FOUR RELAY OUTPUT MODULE 4 ADDITIVE ANNULAR SENSOR, (1) VR-330280-001 BIR PROTOCOL DIM MODULE TYPE: 4—RELAY OUTPUT MODULE MODULE. TYPE: PROBE INTERFACE MODULE -( S. G/P&A, POSITION RECORD: POSITION RECORD: TANK LEVEL GAUGES 1 CONT, ENCLSR, VR REMOTE ALARM 5 SPARE 1 REG. UNLEADED A 5. SPARE 2 SPARE • 6 SPARE 2 REG. UNLEADED B 6 SPARE 3 SPARE 7 SPARE 3 PREM UNLEADED 7 SPARE 4 SPARE 8 SPARE 4 ADDIT VE 8 SPARE • ADDITIVE SUMP SENSOR, ADDITIVE (1) VR-330532-001 TLS-350 MEMORY EXPANSION MODULE 1 D IS P EN SER SENSOR AND MODULE FOR 350R GROUND 0 0 GROUND e � A.c• , .A = (2) VR-329260-001 EXPANSION A D D 1 T I V E LEVEL GAUGE PROBE. (1) VR-330020-425 ETHERNET MODULE (1) VR-330843-001 6 INPUT PLLD MODULE NEW , .0 28527 , c A,_ -vx/oAtAL (2) VR-330374-001 3 OUTPUT PLLD MODULE t • • 6'ao r. I 41 I•r) A V ee • er - oat onso 0 e D Existing Veeder Root Console Module Configuration -0- 4; g f) t: "I• 0 'a . > = • E:3) NOT TO SCALE: • -- — --REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC NOV 10 2010 INSTRUCTIONS: NOTE: WHEN TEMPERATURE IS BELOW 50°F (10°C), KEEP RESIN IN A WARM PLACE ' PRIOR TO MIXING (e.g., IN AN INSIDE POCKET NEXT TO BODY). 1. REMOVE GUARD BAG, USING CAUTION NOT TO DAMAGE INNER BAG. 2. GRIP BOTH EDGES OF BAG AT THE CENTER BARRIER, WHILE YOU FLEX AND WRINKLE THE BAG ACROSS THE BARRIER, THIS WILL WEAKEN THE BARRIER. 3. SQUEEZE THE CLEAR SIDE OF THE RESIN, FORCING THE RESIN THROUGH THE 33 0 el 0 -0 < 0 C 0 v) m LAJ d o 0 m w z LLJ LL. 5 Y 7 lf) LO Z.3 (2 Lc) CN CNI Z ^ ..—....--■ LJ (NI z c.,104 00 uJ N1- NI- a.= s- ......, ■.,-., 0 0 0 . oN", s 4. ,0 N1 1 v,. CENTER BARRIER. 4. MIX THOROUGHLY TO A UNIFORM COLOR BY SQUEEZING CONTENTS BACK AND FORTH 25-30 TIMES. .5. SQUEEZE RESIN TO ONE END OF BAG, AND CUT-OFF OTHER END. 6. SLOWLY INSERT CONNECTION INTO SEALING PACK UNTIL IT FITS SNUGLY AGAINST THE OPPOSITE END. .7. TWIST OPEN END OF BAG AND USE TIE WRAP TO CLOSE IT OFF, OR WRAP OPEN END OF BAG WITH VINYL ELECTRICAL TAPE AND POSITION THE TAPED END UP UNTIL THE RESIN JELLS. TO CONSOLE TO SENSOR/PROBE 4.0 0* OUTER BAG .. l'&,, ... ..0" N. ,:.....:ii*, ziP TIE .iltiiiii .)•ti *:ii•efi, ::::- 1, 4 .::•:• • ..;:ii• CABLE JACKET TO BE SEALED INSIDE THE RESIN •:.. 11, WIRE NUTS RESIN BAG . A Veeder Root Splicing Detail City ofTukwila BUILDIN c DIVISION RECEIVED . gE Lt04.0B7/.. CITY OF TUKWILA OCT 2 8 2010 PERMIT CENTER LLJ ‘9' 0 • 4) 4 Z 0 -, .i. T.- t CV W \:2 NOT TO SCALE: . ( ( CO L_ w X 11, fi 0 (/) N) 0 c■i 3 N 0 E• 0 •0 14.1 1 00 00 • a> 0) c OD oo 0 cD cr. 4.; '' M z° It w co cr W to 0U 8 # 6Z T PE n 2 0 J �Qw�� � �3z i-- 0 .1§- < z 0 q 0 0 0 0 EVIEWED FOR COFP OC CITH NE COSTCO SITE ANDOVER PARK EAST SOUTHCENTER PKWY GREE WEST VALLEY HIGHWAY co CO y- TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION COVER SHEET TANK EXCAVATION NOTE: TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS AND BE PERFORMED" FOLLOWING. THE RECOMMENDATIONS OF THE SOILS REPORT. TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND`PERIVHTTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. HORIZONTAL AND VERTICAL DATUM: THE HORIZONTAL AND VERTICAL DATUMS ARE BOTH LOCALIZED DATUMS. BOTH DATUMS ARE BASED ON HORIZONTAL AND VERTICAL INFORMATION UC 0� TCO 'GAS STATION . PROJECT BY DESIGN DEVELOPME GRO P 2 THE CONTRACTOR SHALL HA 'Re' RTY ED AND THE SPATIAL RELATIONSHIP WITH EXISTING AND PROPOSED IMPROVEMENTS VERIFIED BY A PROFESSIONAL LAND SURVEYOR. IN ADDITION THE CONTRACTOR SHALL HAVE THE EXISTING SPAT ELEVATIONS SHOWN ON THE DRAWINGS VERIFIED BY A PROFESSIONAL LAND SURVEYOR' PRIOR TO THE START OF CONSTRUCTION. BARGHAUSEN CONSULTING ENGINEERS SHALL IMMEDIATELY BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO . THE START OF CONSTRUCTION. NOT TO SCALE VICINITY MAP NTS LEGAL DESCRIPTION: LOT D CITY OF TUKWILA SHORT PLAT NO. L -94 -0055, REC. NO. 9512269001 STANDARD CONSTRUCTION NOTES: PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1- -800- 424 -5555) , 811, FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: BARGHAUSEN CONSULTING ENGINEERS, JOHN ELLINGSEN (425) 251 -6222 DESIGN ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, DAVE SEGAL (425) 251 -6222 OWNER: COSTCO WHOLESALE, TIM HURLOCKER (425) 313 -6010 OTHER: GENERAL • 1, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. GRADING AND EROSION CONTROL NOTES OR 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. , 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9, CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. • 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE .NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED .DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR "ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY. IN CITY RIGHT -OF -WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM . THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS. REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, . AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 4, PERMIT VALID FOR WORK WEEKDAY HOURS 7:00 AM -- 3:30 PM ONLY 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC. MEASURES ACCORDING TO THE ESC PLAN. . 4. ESC MEASURES,' INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, COVER MEASURES TO PROTECT DISTURBED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 30, COVER MEASURES TO PROTECT DISTURBED FOR TWO DAYS OR MORE. IN ADDITION TO SHALL: PROVIDE TEMPORARY AND PERMANENT AREAS THAT WILL REMAIN UNWORKED PROVIDE TEMPORARY AND PERMANENT AREAS THAT WILL REMAIN UNWORKED COVER MEASURES, THE CONTRACTOR A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE. THAN 12 HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. • 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT- RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE I5 REQUIRED. TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, • INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES. PROTECT SENSITIVE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS , FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES AS IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. 14. FROM OCTOBER 1 - APRIL 30 COVER STOCKPILES THAT ARE 3:1 OR STEEPER AND VERTICAL RISE OF 10' OR MORE AND UNWORKED GREATER THAN 12 HOURS. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL "SEPARATION FROM OTHER UNDERGROUND UTILITIES, 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. { i 1" =100' 50 100 41H:1 1) 1267,E ' . - LI 11111 111 1 1 3 , 7 11 r 11 7 1 1/ / T I r rii .. ....1 ROUND..... STORAGE TANKS j S90' ' Q'00 "E N549 26 "E 51.00' EX', F CANO , , '1 i 189!46'.016. "_Er 02.95'` *1 L =21.199, R =30.000 0= 40.4871 N12 4119"W 197.12' in'R;t : • 0:4 N89' 1~9- '40.1- 334. L= 82.137, R =115.000 A= 40.9225 SITE MAP GENERAL SITE DEVELOPMENT NOTES: 1. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. . 2. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. .IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. . 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. INSPECTION OF PRIVATE FACILITIES WILL BE, ACCOMPLISHED BY A REPRESENTATIVE .OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND /OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE - CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE - CONSTRUCTION MEETINGS. 8. THE CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND /OR TRENCHING PROCEDURES. 9. 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. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF' THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. Yir SS OWNER LEGEND EXISTING ASPHALT EXISTING CONCRETE EXISTING ASPHALT TO BE DEMOLISHED EXISTING CURB PROPERTY LINE EXISTING EDGE OF PAVEMENT EXISTING SEWER COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PHONE: (425) 313 -6010 CONTACT: TIM HURLOCKER P M.E. FS Littioldu PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED BARRIER CURB SAWCUT LINE FLOW PATH PROPOSED SPOT GRADE MATCH EXISTING FINISHED SURFACE PROPOSED GRADING SLOPE CONSTRUCTION RELEASE s PRECONS I RUCTION PLAN REVIEW 0 N ca 0 UNDERGROUND CONDUIT o o Y o Co 0 r AREA (PER NEC) :2 N O 0 CLASS I HAZARDOUS ENGINEER /APPLICANT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251 -6222 FAX: (425) 251 -8782 CONTACT: DAVID SEGAL CIVIL SHEET INDEX: C1 C2 C3 C4 UNDERGROUND TANK INSTALLATION COVER . SHEET DEMOLITION AND EROSION CONTROL PLAN UNDERGROUND TANK INSTALLATION SITE PLAN UNDERGROUND TANK INSTALLATION DETAILS LANDSCAPE SHEET INDEX: L1 LANDSCAPE PLANTING MODIFICATION . PLAN MECHANICAL SHEET INDEX: 11.0 ADDITIVE TANK VENT AND MISC DETAILS T2.1 - ADDITIVE TANK INSTALLATION DETAILS T2.2 . ADDITIVE TANK SUMP INSTALLATION DETAILS T31 ADDITIVE TANK MATERIALS LIST ELECTRICAL SHEET INDEX :. El PANEL SCHEDULES AND ELECTRICAL SINGLE LINE E2 MISCELLANEOUS ELECTRICAL DETAILS PROJECT DATA: PROJECT ADDRESS: JURISDICTION: TAX PARCEL NO: ZONING: IFC SETBACK: 400 COSTCO DRIVE, SUITE 150 TUKWILA,, WA 98188 CITY OF TUKWILA 3623049107 TUC, TUKWILA URBAN CENTER 20 FEET CALL BEFORE YOU DIG: 1 -800- 424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1- 800 - 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOV 10 2010 City of.Tukwila BUILDING DIVISION SOURCE OF PLAN: THIS SITE PLAN IS BASED ON ORIGINAL DESIGN PLANS PREPARED BY: ESIGN DEVELOPMENT GROUP 7625 HAYVENHURST AVE SUITE 12A VAN NUYS , CA 91406 FOR THE COSTCO GAS STATION ADDITION 10 -0872 .° c 0 0 0 0 w 2 0 eL 0 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE 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 BY TELEPHONE AT (206) 902 -1190. RECEIVED MY OF TUKWILA OCT 18 2010 PERMIT CENTER WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. ) AVENUE SOUTH CN © N CO N lo c L) N•' F= N' Z N a J -J 0 Date /Time:10/18/2010 9:23 AM Job Number co co = r I, k 11 II I1 If 1t ff/ 1 =10' 0 5 10 20 ANIL 11���o \moo \� \ \ \��O \� u CLEARING LIMITS ONLY AS NEEDED FOR NEW IMPROVEMENTS EX. ASPHALT EX. CURB TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION DEMOLITION AND EROSION CONTROL PLAN EX. ASPHALT PAVEMENT CONSTRUCTION FENCE ("' l -...mm ; ( I t CONSTRUCTION �l STAGIN•G.4ARE4.. SAWCUT EX. LS AREA EX. LS AREA SHORING EX. URB EX. CURB \- EX. FUELING CANOPY { EX. LS AREA EX. CONTROLLER ENCLOSURE EX. LS &• IRR TRENCH ROUTE CLEARING LIMITS ONLY AS NEEDED FOR NEW IMPROVEMENTS GENERAL NOTES: 1. REMOVE EXISTING LANDSCAPING AND RE -ROUTE EXISTING IRRIGATION SYSTEM AROUND CONTROLLER PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIGATION TO THE SITE. 2. ONE OR MORE PORTABLE FIRE EXTINGUISHERS HAVING A RATING OF NOT LESS THAN 4OBC SHALL BE LOCATED NEITHER LESS THAN 10 FEET NOR MORE THAN 50 FEET FROM THE TANK STORAGE AREA. 3. CONTRACTOR ASSUMES .RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT. THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. EROSION CONTROL NOTES: 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OR EROSION AND SEDIMENT CONTROL BMPS WHEN RAIN IS EMINENT. 2. THE OWNER /CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.. 3. THE OWNER /CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED .BY THE CITY ENGINEERING OR 'BUILDING INSPECTOR DUE TO UNCOMPLETED GRADING OPERATIONS OR • UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. DEMOLITION NOTES: . 1. ITEMS FOR DEMOLITION ARE DEPICTED PER DESIGN DRAWINGS. CONTRACTOR TO VERIFY AND LOCATE ANY ITEMS FOR DEMOLITION PRIOR TO START OF CONSTRUCTION AND NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. IMMEDIATELY OF ANY DISCREPANCIES. 2. CONTRACTOR TO REVIEW AS -BUILT DRAWINGS IN PROJECT AREA AND REMOVE AND OR RELOCATE ANY SITE APPURTENANCES IN PROJECT AREA THAT IMPACTS THE PROJECT. DANDY BAG® I I LIFT STRAPS DANDY BAG ®II STANDARD FABRIC IS AN ORANGE WOVEN MONOFILAMENT DUMPING STRAP ALLOWS FOR EASY REMOVAL OF CONTENTS CATCH BASIN FILTER BAG NOT TO SCALE LEGEND EXISTING BARRIER CURB TO BE DEMOLISHED EXISTING ASPHALT PAVEMENT TO BE DEMOLISHED CLEARING LIMITS CONSTRUCTION FENCE SILT FENCE / FIBER ROLLS ITl X X .X X X X CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCTION MEETING WITH CITY OF TUKWILA. 2. FLAG CLEARING LIMITS. 3. INSTALL PERIMETER PROTECTION BMPS AS SHOWN ON PLANS. 4. INSTALL STORM DRAIN INLET PROTECTION AS SHOWN ON PLANS. 5. CLEAR AND GRUB SITE, COMPLETE DEMOLITION AND PERFORM ROUGH GRADING. 6. CONSTRUCT SITE IMPROVEMENTS. 7. REMOVE PERIMETER PROTECTION BMPS AND STORM DRAIN INLET PROTECTION. 8.. CALL FOR CITY OF TUKWILA FINAL INSPECTION. DEMOLITION CALLOUTS: EXISTING CONCRETE CURB TO BE DEMOLISHED AND DISPOSED OF OFFSITE. OEXISTING ASPHALT PAVEMENT TO BE DEMOLISHED AND DISPOSED OF OFFSITE. DEMOLISH EXISTING LANDSCAPE AND IRRIGATION. CONTRACTOR TO RESTORE /MAINTAIN IRRIGATION SYSTEM TO NEW LANDSCAPE AREA. SEE SHEET L1 FOR LANDSCAPE REVISIONS. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT 0 SHORING AS NECESSARY. CONTRACTOR SHALL SUPPLY SHORING DESIGN AND NECESSARY PERMITS PRIOR TO CONSTRUCTION IF REQUIRED. GROUNDWATER DEPTH IS AT 10' BELOW GROUND SURFACE PER GEOTECHNICAL REPORT DATED JULY 23, 1997 PREPARED BY GEO ENGINEERS, INC. BARGHAUSEN CONSULTING ENGINEERS, INC. OFFERS NO GUARANTEE AS TO THE ACTUAL. DEPTH AT THE TIME OF CONSTRUCTION. DANDY BAG ®II • Installation and Maintenance Guidelines Installation: Remove the grate from catch basin. If using optional oil absorbents; place absorbent pillow in unit. Stand the grate on end. Move the top lifting straps out of the way and place the grate into the Dandy Bag® II so that the grate is below the top straps and above the lower straps. Holding the lifting devices, insert the grate into the inlet. Maintenance: Remove cll accumulated sediment and debris from vicinity of unit after each storm event. After each storm event and at regular intervals, look into the Dandy Bage II. If the containment area is more than 1/3 full of sediment, the unit must be emptied. To empty unit, lift the . unit out of the inlet using the lifting straps and remove the grate. If using optional oil absorbents; replace absorbent when near saturation. EROSION CONTROL NOTES: 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, 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 /CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT /CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS. PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 5. 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 (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS ANTICIPATED OR A PERIOD OF '15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. SEEDING, MULCHING, NETTING, EROSION BLANKETS; ETC.) 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. 9. 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. 10. AT NO TIME SHALL MORE THAN ONE 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. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE ,DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. WET SEASON REQUIREMENTS ARE IN EFFECT BEGINNING OCTOBER 1 THROUGH APRIL 30. 13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS .REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. EROSION /SEDIMENT CONTROL CALLOUTS: PERIMETER PROTECTION CONTRACTOR TO INSTALL PERIMETER PROTECTION (SILT FENCE, SAND BAGS, FILTER BERMS) PER DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON STANDARDS AT ALL PERIMETER LOCATIONS TO PREVENT SILT -LADEN RUNOFF FROM LEAVING THE CONSTRUCTION AREA, AND AS DIRECTED BY THE CITY INSPECTOR. . STORM DRAIN INLET PROTECTION CONTRACTOR TO INSTALL CATCH BASIN FILTER BAG PER DETAIL THIS SHEET 'OR PER DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON STANDARDS AT ALL AREA INLET LOCATIONS AS REQUIRED TO PREVENT SILT -LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, AND AS DIRECTED BY CITY INSPECTOR. CONSTRUCTION STAGING AREA (APPROXIMATE LOCATION, CONTRACTOR TO ADJUST AS NECESSARY DURING. CONSTRUCTION). • CONTRACTOR TO UTILIZE THIS AREA FOR: STOCKPILING OF MATERIALS MATERIAL DELIVERY AND STORAGE M/"\/,-----%/- CONCRETE WASTE STOCKPILES COVER STOCKPILES AS PER SHEET C1 GRADING AND EROSION CONTROL / 2 NOTE 14. ELIO-. 0 f3"7 CONSTRUCTION RELEASE FICTION PLAN REVIEW 0 0 m o. U REVIEWED FOR COMPLIANCE WITH NFPA 7Q - NEC NOV 10 2010 m 0 z City of Tukwila BUILD! G DIVISION 8 0 x 0 RII d s 0 0 0) CALL BEFORE YOU DIG: 1- 800 - 424 -5555 UTILITY CONFLICT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE © 1.800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE 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 BY TELEPHONE AT (206) 902-119D WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES CITY OF TU LA PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. OCT 2 8 2010 P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 PERMIT CENTER UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED. SHALL, BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. I-- 0 w z LL 0Na00 O) � 00 CV CO W N N HCC3:_,N Job Number 0) V) 0 CV U J CO L w X a) U File:P: \14000s \14788 \engineering \14788 —n.dwg 1 „ =20' 0 10 20 40 1111111L , If 11 EX. TANK FILLS TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION SITE PLAN "4"`"-- EX. CONCRETE PAVEMENT EX. VENT RISER I, 1i 1 1 1 TANK FILL AND TURBINE CLASS 1 DIVISION 2 11 11 EX. E.S.0 "SWITCH EX. TANK TURBINES EX. ASPHALT PAVEMENT ; t * * i* f it � r *� �t't *� t *t i ' + ►+# i* * +t i ►*� ' r s , � ♦ i * • +4.. , { 6+ !� r� +�+ ! :1 441ryii � y*, *+d ti+ {� � # + • t i * + � t #*�+t *' ' � 1:40., , I 04 • ♦�►* 74ti47: :4�►�,it,+ 1.44�►d ,. * * �,i ♦ #o iii 4'p, * + + #i * �� '► ±` 4 14 ;) it:. i.ez -� +� 4' .... 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ALL TANK SUMPS TO BE EQUIPPED WITH AUTOMATIC FIRE SUPPRESSION DEVICES. CONTRACTOR TO INSTALL SUPPLY 4"X13' - SLOTTED PVC PIPE IN TANK HOLE DURING CONSTRUCTION WHILE TANK HOLE IS EXPOSED TO WHEATHER. REMOVE OR CUT OFF BELOW SLAB LINE BEFORE CONCRETE SLAB iS PLACED. INSTALL REINFORCED CONCRETE SLAB OVER NEW ADDITIVE TANK. SURFACE WATER SHALL BE DIVERTED AWAY FROM EACH MANHOL BY FORMING A 2 ", CONCRETE CROWN FROM THE EDGE OF THE MANHOLE RING TO THE SURROUNDING SLAB ELEVATION. CONSTRUCT SLAB PER DETAIL A, SHEET T2.1.. . J A INSTALL ONE (1) NEW 2” FILL ADAPTER AND CAP AT NEW ADDITIVE TANK. NOT USED INSTALL ONE (1) 2" COAXIAL DOUBLE WALL FIBERGLASS (AMERON LCX) PRODUCT SUPPLY LINE TO NEW DISPENSER /PUMP. PIPING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS. PIPING SHALL BE INSTALLED WITH A SLOPE OF 1/8" PER FOOT MINIMUM FROM THE DISPENSER SUMP DOWN TO THE TANK SUMP. CONTRACTOR TO INSTALL TRACER WIRE WITH PRODUCT PIPING. TESTING OF PRODUCT LINES SHALL BE PERFORMED PRIOR TO BACKFILL, PRIOR TO PAVING AND BEFORE STATION OP RATION. DA DUE TO ADDITIONAL ADDITIVE SYSTEM INSTALL ONE (1) 2" COAXIAL DOUBLE R 00 MI ► U Ti T E STI 1 G EE R -* 0 TA 1 K D NE ALA M ON OL AN L M•DE # S- 50 IN QU -ME EICL• UR B DING, MONITORING SENSOR REQUIREMENTS. SEE ELECTRICAL DRAWINGS FOR EXACT SCOPE. WALL FIBERGLASS (AMERON LCX) VENT LINE FOR NEW TANK. SLOPE 1/4" PER FOOT (1/8" N 'IP G. . •W► C 1 �T" ;CTS: I A T" =CE. WI INSTALL NEW FIBERGLASS VENT /PRODUCT TRANSITION SUMP AND VENT RACK WITH VEEDER -ROOT LIQUID SENSOR. TERMINATION POINT OF TANK VENT TO BE A MINIMUM OF 12' ABOVE GRADE AND NOT WITHIN 5' FROM ANY BUILDING OPENING OR PROPERTY LINE THAT CAN BE BUILT UPON. VENT RISERS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE FIRE CODE REQUIREMENTS. INSTALL ONE 1) NEW SINGLE FLOAT TANK ANNULAR SPACE HYDROSTATIC MONITORING SENSOR AT NEW ADDITIVE TANK. 17 INSTALL ONE (1) NEW BALL FLOAT /VALVE EXTRACTOR ASSEMBLY FOR VENT AT NEW ADDITIVE TANK, INSTALL ONE (1) NEW '.1 GPH MAG PROBE TANK LEVEL GAUGE AT NEW ADDITIVE TANK. TANKS SHALL BE PROPERLY MARKED AND TAGGED WITH STANDARD API IDENTIFICATION MARKINGS AND BRASS TAGS AT FIL 2 V2\ MANHOLES. INSTALL ONE (1) FILL -RITE SINGLE HOSE DISPENSER ON SUPPORT RACK AS SHOWN. DISPENSER TO BE FITTED BY CONTRACTOR WITH NON -STAGE II HOSE AND NOZZLE. TRANSITION SUMP UNDER THE RACK MOUNTED DISPENSER SHALL BE EQUIPPED WITH PRODUCT AND VENT SHEAR VALVES, MONITORING SENSORS AND AUTOMATIC SNUFFER. SEE SHEET T1.0 FOR TYPICAL INSTALLATION DETAILS.CONTRACTOR TO PURGE LINES THROUGH EACH HOSE /NOZZLE. START PURGE OPERATION THROUGH SHEAR VALVE AND THEN CONTINUE THROUGH EACH HOSE /NOZZLE WITH WITH A MINIMUM OE 200 GALLONS. ANY AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT DESTROYS 'ELECTRONICS WILL. BE BILLED BACK TO THE CONTRACTOR. . 14) NEW FILL RISER SHALL BE GROUNDED WITH GROUND ROD TO PREVENT STATIC DISCHARGE DURING FILLING OPERATIONS. SEE TANK ELECTRICAL DRAWINGS. ALL NEW PIPING AND TANKS TO BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND INSTALLATION INSTRUCTIONS. CONTRACTOR SHALL USE FLEXIBLE CONNECTORS FROM THE TANK SUMPS TO THE VENT AND PRODUCT TANK CONNECTION. THERE • SHALL BE A MINIMUM FOR 4 FEET OF PIPING RUN PRIOR TO PENETRATION INTO ANY SUMP OR CHANGE OF DIRECTION OF MORE THAN 30 DEGREES PER MANUFACTURERS INSTALLATION REQUIREMENTS. . THE OWNER'S REAL ESTATE DEPARTMENT WILL IDENTIFY THE FIRE AGENCY HAVING JURISDICTION, ALL INITIAL DELIVERY REQUIREMENTS AND FORMS AND SEND TO CONSULTING CONSTRUCTION MANAGER (JONES COVEY) FOR DISTRIBUTION AND SIGNATURES. CONSULTING ENGINEER (BARGHAUSEN CONSULTING) SHALL SECURE THE OWNER'S AND INSTALLER'S SIGNATURES AND DISTRIBUTE FORMS TO THE REAL ESTATE DEPARTMENT, THE OWNER'S ADDITIVE BUYING DEPARTMENT, THE GENERAL CONTRACTOR AND THE AGENCY'S HAVING JURISDICTION. REQUIRED FORMS TYPICALLY INCLUDE, BUT ARE NOT LIMITED TO UST REGISTRATION AND LICENSING, MONITORING CERTIFICATION, ALL AHJ INITIAL DELIVERY REQUIREMENTS SHALL BE SATISFIED AND WRITTEN DOCUMENTATION SENT TO THE OWNER'S ADDITIVE BUYING GROUP /DEPT. PRIOR TO ORDERING ADDITIVE. ADDITIVE DELIVERY AND ALL TANK TESTING SHALL BE COMPLETE PRIOR TO OPERATION.• EX. DISPENSER AREA r 1 1 1 E r• CAUTION! ELECTRICAL CONDUIT IN VICINITY. FILED VERIFY LOCATION, EX. ASPHALT RELOCATE TANK /CONDUIT AS PAVEMENT 1 NECESSARY. HYDROSTATIC ANNULAR RISER AND SENSOR M.E. 1,500 GALLON DOUBLE WALL FIBERGLASS "CSI" UNDERGROUND STORAGE TANK. ASPHALT SAWCUT EX. ASPHALT PAVEMENT ASPHALT P LEVEL GAU . LS AREA EX. CURB TO REMAIN EX. LS AREA 7• NEW VENT TRANSITION SUMP AND VENT RACK AND RISER '*ISTING VEEDER ROOT TLS 350R PANEL M.E. M.E. DISPENSER & VENT SLAB i 1 EK. CONTROLLER ENCLOSURE 1 =5, TANK EXCAVATION NOTE: CONDUITS ADDITIVE DISPENSER PUMP DETAIL SITE PLAN VENT TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS. TANKS EXCAVATIONS THAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. ELECTRICAL NOTES: SEE MATERIALS LIST (T.3.1) FOR SPECIFICATIONS ON EQUIPMENT USED IN THIS CONSTRUCTION. 2 CONDUIT ROUTING SHOWN ARE SCHEMATIC. CONTRACTOR TO FIELD DETERMINE BEST CONDUIT ROUTING AND PROVIDE FINAL LOCATIONS SHOWN ON AS -BUILT DRAWINGS. 4 12_1 7 9 I10 I 11 12 13 14 ALL EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. FUNCTIONS OF THE ADDITIVE TANK MONITORING: - MONITORING OF TANK ANNULAR SPACE. - PROVIDE CONTINUOUS TANK LEVEL MONITORING. THE CONTINUOUS MONITORING DEVICE .SHALL PROVIDE AUDIBLE /VISUAL ALARM AUTOMATICALLY • IN THE EVENT OF A LIQUID RELEASE AND A COMPLETE SHUTDOWN MANUALLY THROUGH THE ESO SWITCH LOCATED ON THE KIOSK ENCLOSURE AND REMOTE ESO SWITCH AS INDICATED ON SITE PLAN. ALL WIRES ENTERING CONTROL PANELS, MAIN PANELS, AND SUB PANELS SHALL BE MARKED WITH PHASE TAPE CODING AS FOLLOWS: "A" PHASE = BLACK "B" PHASE = RED "C" PHASE = BLUE ALL CONDUCTORS SHALL BE CONTINUOUS (WITH NO SPLICES) STRANDED COPPER WITH 75•C THWN INSULATION, OIL AND GAS RESISTANT. A SEAL OFF MUST BE INSTALLED PRIOR TO ENTERING AND LEAVING A CLASSIFIED AREA. CONDUITS FIRST EMERGENCE FROM BELOW GRADE MUST BE CONNECTED TO A SEAL-OFF. A LL CONDUITS SHALL HAVE INSU LATED GROUNDING BUSHINGS INSTALLED AND TIED TOGETHER ER W/ #6 BARE COPPER WIRE. BOND ALL INSULATED GROUNDING BUSHINGS AND GUTTER BOX BACK TO POWER CENTER GROUND. ALL INSTALLATIONS SHALL BE PER N.E.C., ARTICLE 514. ALL EQUIPMENT SHALL BE U.L. APPROVED. NOT USED UNDERGROUND STORAGE TANK, DISPENSER AND CADDY TOTE SYSTEM SHALL BE GROUNDED DURING TRANSFER OPERATIONS TO PREVENT STATIC DISCHARGE. SEE STATIC GROUNDING - DETAILS ON SHEET T2.1 ALL ELECTRICAL JUNCTION BOXES SHALL BE EXPLOSION PROOF WITH SEAL -OFF ENTERING AND LEAVING. SEAL -OFFS TO BE A MAXIMUM OF 18" ABOVE .GRADE. AT A MINIMUM, THE LAST 2' OF ANY CONDUIT RUN ENTERING OR LEAVING A HAZARDOUS AREA SHALL BE RIGID METAL CONDUIT (TYP.) ALL NONMETALLIC CONDUIT (IF USED) SHALL HAVE THE LAST 2' OF THE UNDERGROUND RUN TO THE POINT OF EMERGENCE OR TO THE POINT OF CONNECTION TO THE ABOVE GROUND RACEWAY TO BE THREADED RIGID METAL CONDUIT. THE RIGID NONMETALLIC CONDUIT INCLUDING RIGID NONMETALLIC CONDUIT ELBOWS & FITTINGS ARE REQUIRED TO BE LOCATED NOT LESS THAN 2' BELOW GRADE. TRANSITIONS TO STEEL OCCURS AT THE 90 DEGREE FITTING UP, INCLUDING THE ELBOW. ALL. METAL CONDUIT & FITTINGS SHALL BE WRAPPED WITH 13 MIL TAPE, 3 WRAPS. (RSG) (RSG) (PVC COATED RSG) (RSG) (PVC COATED RSG) GUARDPOST (TYP.) M.E. 2" DW VENT LINE 2" DW PRODUCT SUPPLY LINE TANK FIL CONNECTI EX. CURB TO REMAIN EX. LS AREA EX. ASPHALT PAVEMENT E N i 1 1 1 1 1 1 1 SITE PLAN CONSTRUCTION NOTES: POWER AND MONITORING CONDUITS. ROUTE NEW CONDUITS TO CONTROLLER ENCLOSURE. REPLACE ANY LANDSCAPING AND IRRIGATION AS REQUIRED TO MATCH EXISTING. OCONCRETE DISPENSER AND VENT SLAB PER DETAIL 1, SHEET C4. 3 CAST -IN -PLACE CONCRETE CURB PER DETAIL 2, SHEET C4. SAWCUT LINE. CONTRACTOR TO PROVIDE A SMOOTH, CLEAN EDGE FOR MATCHING INTO EXISTING PAVEMENT NEW ASPHALT PAVEMENT PER DETAIL 3, SHEET C4. GUARDPOST TYP. (6) PER DETAIL 4, SHEET C4. GENERAL NOTES: . 1. REMOVE EXISTING LANDSCAPING AND RE -ROUTE EXISTING IRRIGATION SYSTEM AROUND TANK PAD IMPROVEMENTS AS NECESSARY TO MAINTAIN IRRIGATION TO THE SITE. 2. CONTRACTOR ASSUMES RESPONSIBILITY TO ASSURE THAT THE OPERABLE SYSTEM MEETS THE DESIGN INTENT AND THE CONTRACTOR IS PERMITTED TO ADJUST SIZES AND CUTS BASED ON ACTUAL FIELD CONDITIONS AND INSTALLATION TECHNIQUES. ELLOEOB71 CONSTRUCTION RELEASE a a� FIRST ADDITIVE DROP REQUIREMENT: PRIOR TO ADDITIVE DROP, THE G.C. SHALL HAVE THE VEEDER ROOT MONITORING SYSTEM OPERATIONAL.. OWNER WILL NOT SCHEDULE ADDITIVE FOR DELIVERY UNTIL THE JURISDICTION HAS AUTHORIZED THE SITE FOR FIRST DROP, VEEDER ROOT IS OPERATIONAL AND MONITORING THE NEW TANK AND THE SITE 15 ACCESSIBLE FOR • DELIVERY TRUCKS. CONDUIT SCHEDULE CONDUIT CONDUIT PURPOSE CONDUIT FILL COMMENTS # SIZE �. 1" DISPENSER & .TURBINE POWER & HOOK (5) #12 THWN, (2) #12 GND. FROM DISPENSER J -BOX TO CONTROLLER ENCLOSURE Q 1" DISPENSER & TANK SUMP MONITORING (5) BELDEN #88760 & (1) #12 GND FROM DISPENSER J -BOX TO CONTROLLER ENCLOSURE Q 3/4" TANK SUMP MONITORING, ATG, (F) PLLD (3) BELDEN #88760 & (1) #12 GND FROM TANK SUMP TO TANK ANNULAR a 3/4" TANK ANNULAR & SUMP MONITORING . (4) BELDEN #88760 & (1) #12 GND FROM TANK ANNULAR TO DISPENSER J -BOX ® 3/4" TURBINE, PUMP POWER & DISPENSER HOOK (3) #12 THWN, (1) #12 CND. FROM TANK SUMP TO DISPENSER J-BOX N.E.C. HAZARDOUS AREA NOTES: TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (TANK - FILL OPENING) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. . EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN A HORIZONTAL RADIUS OF 10 FEET FROM A LOOSE FILL CONNECTION AND WITHIN A HORIZONTAL RADIUS OF 5 FEET FROM A TIGHT FILL CONNECTION. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (TANK - VENT - DISCHARGING UPWARD) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: WITHIN 3 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: SPACE BETWEEN 3 FEET AND 5 FEET OF OPEN END OF VENT, EXTENDING IN ALL DIRECTIONS. . TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (REMOTE PUMP - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL IF ANY PART iS WITHIN A HORIZONTAL DISTANCE OF 10 FT. FROM ANY EDGE OF PUMP. EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: WITHIN 3 FEET OF ANY EDGE OF PUMP, EXTENDING IN ALL DIRECTIONS. ALSO UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 10 FEET HORIZONTALLY FROM ANY EDGE OF PUMP. TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - PITS) EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ANY PIT, BOX, OR SPACE BELOW GRADE LEVEL, ANY PART OF WHICH IS WITHIN THE DIVISION 1 OR 2 CLASSIFIED LOCATION. D TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER EXTENT OF CLASS 1, GROUP D, DIVISION 1 LOCATION: ) SPACE CLASSIFICATION• INSIDE THE DISPENSER ENCLOSURE IS COVERED IN ANSI /UL 87, "POWER OPERATED DISPENSING DEVICES FOR PETROLEUM PRODUCTS." TYPICAL N.E.C. ARTICLE 514 CLASS 1 LOCATION (DISPENSING DEVICE - DISPENSER) EXTENT OF CLASS 1, GROUP D, DIVISION 2 .LOCATION: . WITHIN 18 INCHES HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM (1) THE DISPENSER ENCLOSURE OR (2) THAT PORTION OF THE DISPENSER ENCLOSURE CONTAINING LIQUID HANDLING COMPONENTS. TYPICAL N.E.C. ARTICLE 514 CLASS . 1 LOCATION (DISPENSING DEVICE - OUTDOOR) EXTENT OF CLASS 1, GROUP D, DIVISION 2 LOCATION: UP TO 18 INCHES ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY Of ANY EDGE OF ENCLOSURE. COMPLIANCE NOTES; 1. ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR REFERENCING ALL DIMENSIONS, PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS. z z 0 Z J P z 0 z Qa Lr z 400 COSTCO DRIVE, SUITE 150 2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED iN THE FIELD BEFORE STARTING ANY WORK. ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNERS ENGINEER FOR HIS DECISION BEFORE PROCEEDING WITH THE WORK. 3. GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT FROM APPLICABLE AGENCIES FOR .EXCAVATIONS OF TRENCHES 5' -O" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND (IF REQUIRED). 4. . AN UNAUTHORIZED RELEASE RESPONSE PLAN SHALL BE SUBMITTED AND APPROVED BY GOVERNING AGENCY . PRIOR TO TANK OPERATIONS (BY OWNER IF REQUIRED). 5. . THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE COMPATIBLE WITH THE PRODUCT STORED. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 6. ALL MONITORING DEVICES SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 7. GENERAL CONTRACTOR IS REQUIRED TO PROVIDE 72 HOUR (TYPICAL) NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK INSTALLATION. TANK AND PIPING SYSTEM TO BE INSPECTED BY OWNER'S FUEL FACILITY INSTALLATION OVERSIGHT AGENT (JONES COVEY) & GOVERNING AGENCY AT THREE (3) SEPARATE CONSTRUCTION PHASES A. . TANK AIR TEST BEFORE SETTING IN HOLE AND SOAP TEST. B. TANK AND PRIMARY AND SECONDARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. C. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM. ALL TANK AND DISPENSER CONTAINMENT SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT THE SUMPS ARE WATERTIGHT. RECORD THE TEST RESULTS AND SUBMIT TO OWNERS CONSTRUCTION PM (JONES COVEY), 10: 3RD PARTY TANK SYSTEM MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING AGENCY PRIOR TO ADDITIVE SYSTEM BEING PLACED IN OPERATION. 11. PRIOR TO FIRST ADDITIVE FILL, STATION MUST HAVE VEEDER ROOT FUNCTIONAL AND MONITORING ANNULAR SPACE OF TANK. 12. PAYMENT OF ALL APPLICABLE UST. OPERATING FEES SHALL BE SUBMITTED TO THE GOVERNING JURISDICTION WiTHIN 30 DAYS OF THE FINAL INSPECTION. 13. EVIDENCE OF FINANCIAL RESPONSIBILITY SHALL BE SUBMITTED TO GOVERNING AGENCY (BY OWNER). REVIEWED FOR COMPLIANCE WITH NFPA70 - NEC NOV 10 2010 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 2 8 2010 PERMIT CENTER cOSTc0GASOLINE COSTCO WHOLESALE • .2 0 N 0 m U a ai Z Designed KEH 2 N 0 0 1. +a" 0 rn .Ur+ 0 C1 N CV C0 o z. zw a.¢ z z CD Z wLu E C.) /) CALL BEFORE YOU DIG: 1 -800 -424 -5555 0 0 co 00 c 4) 4) c i 00 00 N 0 0 0 TUKWILA, WA S • 36, T 23 N, R 4 E ADDITIVE TANK ADDITION UNDERGROUND TANK INSTALLATION DETAILS 6" MIN. PCC CONCRETE (2500 PSI MIN. COMPRESSIVE STRENGTH) CONCRETE DISPENSER AND VENT SLAB SECTION 4" ASPHALT CONCRETE PAVEMENT "SCHOOL YARD MIX" 41r 8" BASE COURSE COMPACTED 95% (2" MINERAL AGGREGATE TYPE 1) (6" MINERAL AGGREGATE TYPE 2) COMPACT SUBGRADE TO 90% MAXIMUM DRY DENSITY ASPHALT PAVEMENT SECTION NOT TO SCALE 1/2" ASPHALT PAVING PER CIVIL • 2' —0 " a 0 ,114.e fob ceP 65 ce d H11=111=11=111 11=711=H=111= H =111=w RADIUS CORNERS, TYP. 6" CONC. SIDEWALK AS 7- INDICATED IN PLANS PLANTING PER LANDSCAPE DRAWINGS —TT 111=11=111-11 1 11=11= 111 11=117 —111=11=111-11-11=IF 11-11 11=1H=IL= 1= 11=1.11=7 111=11= ri —1 I NOTE: •1. PROVIDE EXP. JOINTS AT 25' O.C. AND 0 THE START AND FINISH OF ALL CURVED SECTIONS IT I 111-E-1111.;-: 111=1;7-- • #4 BARS CONT. TOP AND BOTTOM CAST-IN-PLACE CONCRETE CURB NOT TO SCALE GUARD POST. 6"0 STD. PIPE CONCRETE FILLED Sc COVERED WITH RED PLASTIC SLEEVE NOTE: EX. GUARD POSTS ONSITE HAVE YELLOW PLASTIC SLEEVES 15"� eo PLASTIC CAP 4'—O" GRADE CONCRETE FOOTING-' .„ EMBED 4'—O" TYPICAL GUARD POST NOT TO SCALE z 0• CC 0. = 0 0 "-) ,2 0 0 ▪ 0 4441 6 z EL10.--L-0872., REVIEWED FOR COMPLIANCE WITH NFPA70 • NEC NOV 10 2010 fy Tukwila BUILDING DIVISION cm7ORIENIs LA OCT 2 8 2010 PERMIT CENTER 1. w co co UJ —I CC 0 Iw 0 f2 cn < 0 cr) 0 co te -6 44 < 0 ....▪ < 0 `,..., N - c o i 0 o - 0 C/) . 1.1.1 = I— Z > 0 • (1) V-1 w < = z 1.3._ .0 w m c\J < 2 N N N CO 0 ix - 0 z c::, 00 NI I--- 2 Z Cr) CO CO E2- L.4.1 Li C■1 I I Ili N■ < %T) ;7) g-- (25. L LC) NI c..1 z RI' 1--..- -L3 1-3 w -- 0.1 cv -J ._.., ,,L," . 2 = 0 0 -J ngineering \14788 —d_dwg Date/Time:10 /18/2010 9:23 AM Scafe:1:1_XREF C` I' of 11 1 Fi Ie: P : \ 14000s\ 14788 \e i TUKWILA, WA - S 36, T 23 N, R 4 E - ADDITIVE TANK ADDITION LANDSCAPE PLANTING MODIFICATION PLAN LANDSCAPE. PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, MULCH, CLEAN -UP, AND DEBRIS REMOVAL. QUALIFICATIONS: . LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE.. (5) . YEAR'S EXPERIENCE 'INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING, JURISDICTION. JOB CONDITIONS: IT IS, THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS AND IRRIGATION SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER . CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED.. DO NOT PLANT UNTIL THE IRRIGATION • SYSTEM HAS BEEN MODIFIED AND TESTED. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND /OR .REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS DAMAGED BY NEW CONSTRUCTION. RE- ESTABLISHING FINISH GRADE AND RE- MULCHING TO SPECIFIED DEPTH. REPAIR OF EXISTING IRRIGATION SYSTEM: DURING THE 'COURSE OF WORK, REPAIR ALL EXISTING IRRIGATION SYSTEM DAMAGED BY NEW CONSTRUCTION AND RE-ESTABLISHING FINISH GRADE, MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION, BY THE OWNER. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL . SIZE ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: . PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED ' AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY OWNER TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES /HYBRID. NURSERY SOURCES TO BE THOSE . LOCATED IN THE SAME REGION AS THE JOB SITE. 0) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED. SUBSTITUTIONS WHICH ARE PERMITTED WILL BE IN WRITING FROM THE OWNER. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE RE- SUBMITTAL OF A REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL AND BACKFILL ARE REQUIRED FOR ALL NEW AND DISTURBED LANDSCAPE AREAS. A) TOPSOIL AND BACKFILL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING, FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL; TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOIL, INC. OR .EQUIVALENT. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND. C) FERTILIZER: , . COMPLETE FERTILIZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTILIZER TO BE "AGRO- DELUXE NURSERY" 10 -15 -20 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN EQUIVALENT. D) PLANTING BACKFILL: ON -SITE TOPSOIL (EXCAVATED PIT SPOILS). E). TOPSOIL INSTALLATION: 1. VERIFY SUB - GRADES TO -7 INCHES. BELOW FINISH ELEVATION IN ALL LANDSCAPE AREAS. THIS ACCOMMODATES TOPSOIL AND MULCH LAYERS. 2, ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO TOPSOIL PLACEMENT. 3. REMOVE SOIL LUMPS, ROCKS, VEGETATION AND /OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB- -GRADE PRIOR TO PLACEMENT OF TOPSOIL. F) TOPSOIL PLACEMENT: PLACE FOUR INCHES (4 ") OF TOPSOIL OVER SUB - GRADE. PLACE ADDITIONAL TOPSOIL AS REQUIRED TO MEET FINISH ELEVATIONS. . MULCH (TOPDRESSING): MULCH TO MATCH EXISTING MULCH IN MATERIAL, TEXTURE, SIZE, AND COLOR. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER TWO INCHES (2 ") DIAMETER FROM TOP THREE INCHES (3 ") OF PREPARED LANDSCAPE AREAS. FINISH ELEVATION TO BE DEFINED AS THREE INCHES (3 ") BELOW PAVEMENT. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. SHRUBS: ARRANGE SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT AND PLANT AS CALLED OUT AND DETAILED'. ALL SHRUBS TO STAND VERTICAL. .BACKFILL TO BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVER: EXCAVATE PITS TO A MINIMUM OF THREE INCHES (3 ") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL NEW AND DISTURBED LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A TWO INCH (2 ") DEPTH. IRRIGATION: THE MODIFIED IRRIGATION SYSTEM TO BE ADJUSTED FOR BALANCED, WATER DISTRIBUTION, AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT TO BE REPLACED AND /OR CORRECTED. . 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH • 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER & WORK ROOTS FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY. __ii, 110 f�REPARED • . BED '• PLANTING , LE$§ THAN 1 GAL ( PLANTED BEFORE MULCH ) ( PLANTED BEFORE MULCH ) - e - 1 INE GROUNDCOVER PLANTING DETAIL NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB /WALK PLANT MATERIAL SPACING DETAIL SPACING AS CALLED OUT' ON PLAN /PLANT LIST HOLD PLANTS FROM EDGE •OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. NOT TO SCALE 2" -MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH MULCH AT CURB DETAIL CURB NOT TO SCALE LANDSCAPE PLANT MATERIAL LEGEND SIZE OL BOTANICAL / COMMON NAMES CONDITION SPACING QUANTITY REMARKS K . / • .'.'.•.'.'.'.'.'.'.'.....`' • EX. CURB TO REMAIN EX. 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CURB TO REMAIN /N% '4E0 fi r CONDUITS EXISTING TREE — TO REMAIN, SAVE, AND PROTECT ELI EX. ASPHALT PAVEMENT 0 2.5 1 =5' 5 10 111111111., 'N111111•MMIII REVIEWED FOR COMPLIANCE WITH NFPA70- NEC NOV 10 2010 0 (a 7Z RECEIVED CITY OF TUKWILA OCT 282010 PERMIT CENTER City o Tukw la BUILDING DIVISION CO O 8 O O U 0 N aI rn •c •- 1 w c 3 E 2 0 8 s 6 — Q w z N CO 17 N, • r • 0 z z .`S z cr Lai z 0 z w .0 .dwg, z14788 —a.dwg z 1 4788—bl.dwg, z14788— x —J w w a) 0 U 2 a 0 0 0 ai STATE OF WASHIN ARTHUR M. °" +EL CERTIFICA ;' O. 706 (VALID ONLY H SIGNATURE) EXPIRES: 12/15/10 Irwin O J TREES: EXISTING TREE . SHRUBS: . PRUNUS LAUROCERASUS '01T0 LUYKEN' / OTTO LUYKEN LAUREL GROUNDCOVERS: VINCA MINOR / DWARF PERIWINKLE EXISTING LANDSCAPE AND IRRIGATION ' 21" - 24" HT. CONTAINER . . 4" POT 3' O.C. 12" O.C. 12 AS REQUIRED r- ■ , , -v "� '���"�; ������ ��� � ♦� �.�.A.�.�.�...�.�.£ & A.A.£ K . / • .'.'.•.'.'.'.'.'.'.'.....`' • EX. CURB TO REMAIN EX. ASPHALT PAVEMENT - r 1 -, 1 1 1 1 TO PROTECT, SAVE, AND REMAIN HOLD 12" FROM BORDERS, AND SHRUBS TO REMAIN, SAVE, AND PROTECT PROVIDE A SMOOTH AND EVEN TRANSITION BETWEEN NEW AND EXISTING FINISH GRADES TYPICAL a 0 0 0 0 0 ©0 N •• a 0 z Z O Q CC w ° E 00 co E < - z < a: g„‹ °ff � oo� �o oa g z COSTCO GASOLINE FACILITY #6 EX. ASPHALT PAVEMENT REMOVE EXISTING PLANT MATERIAL AS REQUIRED BY NEW CONSTRUCTION, , CONDUIT, AND PLANTING RESTORATION TYPICAL ■ ■ ~ f:_t ~ I f "ti. ti,�. ... I , -- -,1 ... r i f /1•"•• `. . f i r 1 1 f. .. ., , , .1 I , 1 1 • .f I/ 1,1 , . . . • a l ,1 r............ ..f . .......... ..r 1 r 1 1 1 1 •r • 1 ADJUST, MODIFY AND /OR REPAIR EXISTING IRRIGATION SYSTEM AS REQUIRED BY NEW CONSTRUCTION, AND PLANTING RESTORATION TYPICAL 1.111111111 1111111111 MUM WM BOLLARD - TYPICAL EX. `OLLER •4 ' E ► RE 4 " • . 111111111 4:11;$4:1411$1.44.7::;14** • ............................................ ............. EX. CURB TO REMAIN /N% '4E0 fi r CONDUITS EXISTING TREE — TO REMAIN, SAVE, AND PROTECT ELI EX. ASPHALT PAVEMENT 0 2.5 1 =5' 5 10 111111111., 'N111111•MMIII REVIEWED FOR COMPLIANCE WITH NFPA70- NEC NOV 10 2010 0 (a 7Z RECEIVED CITY OF TUKWILA OCT 282010 PERMIT CENTER City o Tukw la BUILDING DIVISION CO O 8 O O U 0 N aI rn •c •- 1 w c 3 E 2 0 8 s 6 — Q w z N CO 17 N, • r • 0 z z .`S z cr Lai z 0 z w .0 .dwg, z14788 —a.dwg z 1 4788—bl.dwg, z14788— x —J w w a) 0 U 2 a 0 0 0 ai STATE OF WASHIN ARTHUR M. °" +EL CERTIFICA ;' O. 706 (VALID ONLY H SIGNATURE) EXPIRES: 12/15/10 Irwin O J • Tom: ADDITIVE TANK VENT AND MISC DETAILS ADDITIVE TANK ADDITION 400 COSTCO DRIVE, SUITE 150 . TUKWILA, WA 98188 COSTCO GASOLINE FACILITY #6 r-- 2" VENT CAP 0 I 2" VENT CAP 0 III III 2 "x1- 1/2'.' REDUCER "x1 1 2 -1/2" REDUCER k 1-1/2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE SINGLE HOSE ADDITIVE 70 DISPENSER o 1-1/2" SCH. 40, BLACK IRON ADDITIVE VENT RISER PIPE 1" CLOSE NIPPLE 1 -1 2 "x1" REDUCER / COUPLING 1-1/2" PIPE COUPLING _______ ° j _ T ~-- I��_ . SINGLE HOSE ADDITIVE 70 DISPENSER ®ADDITIVE NOZZLE 0 ADDITIVE HOSE I 1 . ADDITIVE NOZZLE r ,V 3 IN Ill 1��� RIGID METAL GALVANIZED DISPENSER POWER CONDUIT rim r], -aiu, 3 N; 0 I \ rrf 0 0 COSTCO WHOLESALE . 999 LAKE DRIVE ISSAQUAH, WA 98027 , DIIC D D! 79 BOLLARD W/ RED PLASTIC SLEEVE 41" ; I I I . 1 -1 /2" BLACK IRON PRODUCT PIPE 1-1/2" COMPRESSION FITTING c 1 1 j I ADDITIVE HOSE 0 k tIs ■nwri I -' BRAVO EO —EBS 1" NOTE: FINISH FLOOR IS 1 1 0" i� ' ' 0 BELOW SUMP TOP LINE mw II .4. �, �# � ■I W1110111 - i!41V It in SEAL OFF 6" CURB CURB BRAVO EO --EBS r� ASPHALT. "�,;�l $1 SHEAR VALVE ... 61 FINISH FLOOR GRADE : ., 2 �� ' eti.i! --4 hi — in i�:��r..�r riw. _�: ,�I I► '!�- , r r + Fi - AMIN ■_ I 1 -'_ Fill Oltdil Vii Nip ,' ,>> 2 BELL X MALE ADAPTER 60 2" FRP BONDED FITTING (TYP.) 50 1 CV 5; 44# ►- V *` � ���� RACK SUPPORT SYSTEM ■ "�' .fir 4 `�,� app \ +� ? ) �3 w . , » RACK SUPPORT FOUNDATION 1 _3 �� + ��,� TO INTRINSICALLY SAFE * r �,o'� ��' ^stir . b •n , . '*� : ,i 5 .. , �; „vii , - WIREWAY IN BUILDING i1 iiii���� �i� i���l' +'* ,k 81 �� AMERON 3000 LCX I 2 COAXIAL FRP LINES ® "�� LIQUID SUMP SENSOR @ A: SIDE VIEW - TYPICAL ADDITIVE VENT /DISPENSER TO POWER WIREWAY IN "—� BUILDING 1 -1/2 X 18 FLEX CONNECTOR 2" FEMALE X 1-1/2" MALE SWIVEL TRANSITION ASSEMBLY 2" 2 FRP BONDED LIQUID SUMP • B: FRONT VIEW - ADDITIVE FITTING 50 5WEAR VALVE ,+ 1-1/2" X 18" FLEX CONNECTOR TRANSITION 2" FEMALE . X 1-1/2" MALE SWIVEL �� 2 FRP BONDED FITTING SENSOR 411 VENT /DISPENSER WALL FIBERGLASS ®DOUBLE TRANSITION SUMP ASSEMBLY ° a 0 o `Q SCALE: 1" = 1-0" SCALE: 1" = 1' -0" 6' w �c rn w x o n °' 5 ca o o Q r. 10" / r, 1 -1 /2" X 18" FLEX CONNECTOR 3" 8I ? 2 FEMALE X 1-1/2 MALE SWIVEL G`HA� 18215 72ND AVENUE SOUTH ¢ s j__ 43iiiii i Vi KENT, WA -98032 4�� (425 )251 fi222 0 �' (425)251 -8782 FAX © _ Z�0 r _ CIVIL ENGINEERING, LAND PLANNING, r'NG ENGtNe G SURVEYING, ENVIRONMENTAL SERVICES BRAVO EO —EBS °Ln r .T I I 1 T 1 1 1 I. 1 1 -1/2" FL.f4 C - ri� �`i 1 .sa --. COMPRESSION FITTINGS I�% P am BM Ma ® DOUBLE WALL FIBERGLASS TRANSITION SUMP 2" BELL X 60 MALE RACK SUPPORT SYSTEM SEE SHEET C3 FOR a—�c , : � � \' --. tic ..�. ._._.. \ INIMIn. ..r.,,. 2" FRP BONDED 5Q_ FITTING (TYP.) ADAPTOR RECEIVED CITY OF TUKWILA OCT 2 8 2010 PERMIT CENTER TE: AMERON 3000 LCX 2" COAXIAL FRP LINES NOTE: ADDTIONAL BOLLARD PLACEMENT Job Number • 14788 Sheet T.1.0o f 11 79 BOLLARD W/ RED L_ PLASTIC SLEEVE (TYP.) C. PLAN VIEW - ADDITIVE VENT /DISPENSER TRANSITION ASSEMBLY • TES ITEMS FOUND ON XX INDICA dr MATERIALS LIST SHEET T.3.1 2 SCALE: 1" - 1' -0" I 1,500 GALLON CAPACITY BRINE RESERVOIR AND INTERSTITIAL MONITOR TANK WEIGHT 1,150 LBS DRY 1,500 LBS W /BRINE UNDERGROUND TANK PLAN VIEW SCALE:. 1 /2" = 1' -0" PHIL- TITE FILL T.2.2 T.2.2 T,2.2 T.2.2 ® NOTES: UST INSTALLATION INSTALL 2" CROWN AT ALL ACCESS MANHOLES. /2\ 2 REINFORCEMENT TO BE #4 © 18" 0.0. BOTH WAYS REINFORCING BARS TO BE NO LESS THAN 2" MD NO MORE THAN 4" FROM SURFACE. ,/„\ REINFORCE CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN L ►GT • P 'CE `E - AR 6" RIM ID • :OK 5 B SINGLE 3/4" CONDUIT TO EACH TANK. LOOP HOME RUN FROM INTERSTITIAL SENSOR LOCATION TO CONTAINMENT SUMP SENSORS &, TANK GAUGES. PROVIDE SEAL -OFF IN BUILDING Sc AT TANK. ROUTE TO INTRINSICALLY SAFE TROUGH IN BUILDING. CONTAINS ONLY LOW VOLTAGE WIRING FOR SENSORS. OSPECIFICATIONS. USE PEA GRAVEL PURSUANT TO MANUFACTURER'S INSTALLATION ALL SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD REPRESENTATIVE .. r..N,.. .- .... <>T% 1K `AI 11 1 -1 0 0 SIIT"r1 i 7".. i COVER THE FOOTPRINT OF THE TANKS. REQUIRED TO PROVIDE FOR PROPER TANK HOLD DOWN, AND TO PREVENT ACCIDENTAL DRILLING INTO TANK. 8 CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE MEETING CONCRETE. <0> REFER TO SITE SPECIFIC PLANS FOR ACTUAL PPE , RUNS 10 SUMP CONFIGURATION SHOWN IS TYPICAL. FOR SPECIFIC DESIGN CRITERIA AT THESE SUMPS SEE ACCOMPANYING TANK INSTALLATION SITE PLAN & SUMP DETAIL DRAWINGS NOTED ABOVE. 11 NOT USED BALL FLOAT VALVE IS PROVIDED AND DESIGNED FOR PREVENTING OF WETTING OF THE VENT PIPING ONLY. UST OVERFILL COMPLIANCE IS ACHIEVED BY THE USE OF AN OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO THE VEEDER ROOT AUTOMATIC TANK GAUGING SYSTEM. THE MONITORING SYSTEM PROVIDES AN AUDIBLE AND VISUAL ALARM WHEN THE TANK IS FILLED TO THE 90 PERCENT LEVEL AND IS IN ACCORDANCE WITH FEDERAL AND STATE GUIDELINES FOR UST OVERFILL REQUIREMENTS. ONOTE: INDICATES ITEMS FOUND ON MATERIALS LIST (1) 3.5' DIA. SUMP -0 2.9' MIN. COVER DEPTH O0. SLAB ICKP) NCRETE (TYP.) Ark lay -- - TYP.) 18" MANHOLE ASPHALT AND STONE PER PROJECT SPECIFICATIONS BACKFILL WITH 1 PEAGRAVEL AS PER TANK MANUFACTURER SPECIFICATIONS. (TYP.)•` BUOYANCY CALCULATIONS CALCULATION BASED ON SUBMERGED WEIGHT OF MATERIALS: TANK WITH SPHERICAL ENDS, 4.0' O.A. DIAM. (4' NOMINAL) TANK LENGTH: 16' -11" TANK DIAMETER 4' -0" CONTRACTOR TO SHORE ALL FOUR SIDES OF TAN EXCAVATION AS NEEDED 4" FRP RISER TO GRADE MIMI =SIM MEW MI= 00 0.0 TRACTOR FITTING Sc 3" BALL FLOAT VE LOCATED AT 98% CAPACITY *ii erNK LEVEL GAUGE W/ 2" FLOAT KIT. 1 11 1 ERFILL ALARM AT 90 %, CAPACITY f \� mom nom f " tf \./\ , �� • .i8ti ,- n /� T��. ro. • • " "ro °+ lr • °. •:8... °. • 9 a I \f / \ \� /\ • 1 0 MIN. PEA RAVE. INSTALLED OVER i 1,;, • • / / r° =" `<• . , ° TANK SHALL BE SET DEAD LEVEL : \ / \/\ i•� / \ / \ /� \ / \ / \ /\ \ \/\\/\\/\\/\/\\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \ / \ / \ / \ / \ / \ / \ /�, \,/ \ /\ /, \ \/ \\/ \ / \\ , \\ //� /// /\ i \ / i� ,," " \ .. \y; /;, \/\ / \, • / /�, /\ \ ,\ // / /,/ ," A\ k/ �\ 7/, /�; b ,1 2' MIN. ''�-- END OF TANK TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER _ NATIVE VIRGIN SOIL 2' MIN. / V V) A: UNDERGROUND TANK SECTION DETAIL SCALE: 1 /2" = 1' -0" EMPTY TANK UPLIFT = 1,500 GAL - 201 CU FT 7;48 GAL. /CF 201 CU FT X 62.4 LBS /CF = 12,513 LBS (DISPLACED WATE• TANK SUMP UPLIFT = 3.14 X 1.75'2 X 2.9' = 27.9 CU FT 27.9 CF X 62.4 LBS /CU FT = 1,741 LBS (DISPLACED WATER) TOTAL TANK UPLIFT = 12,513 LBS `h 1,741 LBS = 14.254 LBS f HOLD DOWN CALCULATION TANK SLAB: .58' X 8.25' X 21' = 100.5 CU FT 100.5 CU FT X 87.6 LBS /CU FT = 8.8000 4_LB 20 CUBED BACKFILL ABOVE TANK: 2.9' X 4.0' X 16.9' = 196 CU FT - 27.9 CU FT = 168.1 CF 215.7 CU FT X 57.6 LBS/ CU FT = 9.685 LBS, U CURVED BACKFILL ABOVE TANK: 3.14 X 2.0'2X 16.9' = 212.6 CU FT 4.0' X 4.0' X 16.9' = 270.4 CU FT 270.4 CU FT - 212.6 CU FT = 57.8 CU FT _ 28.9 CU FT 2 28.9 CU FT X 57.6 LBS/ CU. FT = 1.665 LBS 0 DRY WEIGHT OF TANK: 1.150 L$S TOTAL HOLD DOWN: 21.304 LBS TOTAL. HOLD DOWN: 21,304 LBS _ 1,49 SAFETY FACTOR TOTAL TANK UPLIFT: 14,254 LBS BUOYANCY CALC, 1,500 GAL. TANK SCALE: NTS 2 GALLON, 3 GALLON OR 5 GALLON "JUSTRITE" STEEL SAFETY CAN MODEL #10307, 10709 OR. 10809 GROUND CLIP AND WIRE "PROTECTOSEAL" MODEL NO. 2660HH -120 • .q, 111 ■ STATIC GROUNDING DETAIL AT ADDITIVE DISPENSER a SCALE: NTS ELI� 0 CONSTRUCTION R c O N a m m= 0 uj c) coo 441 2 GALLON, 3 GALLON OR 5 GALLON " JUSTRITE" STEEL SAFETY CAN MODEL #10307, 10709 OR 10809 (3) GROUND CLIP AND WIRE "PROTECTOSEAL" MODEL NO. 2660HH -120 CLAMP TO FUNNEL & ALL RISER FUNNEL "FLEWS & EDELMANN" MODEL # 75 -004 SWIVEL FILL ADAPTER (CAP REMOVED) (TYP.) DUAL POINT FILL - SPILL CONTAINMENT MANHOLE W/ (2) 5 GALLON SPILL BUCKETS 4" WORM CLAMP FOR ADDITIVE GROUND ATTACHMENT REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC NOV 10 2010 0 z D � J Z P.Ic g 2 0 d in a9 oN u....< < < �g4z za�3o Q z 0 1-- 3 i- CI) ...k C:1 < § CD < U SWIVEL VAPOR ADAPTER & CAP (TYP.) Clty o "Tfukwila UILDING DIVISION SCALE: NTS CIiYOFTUKIMLA OCT 2 8 2010 PERMIT CENTER w CO LU CC = w a Cn 471 0 0 N co 0 0 2 Q g v 2 0 rn O 72ND AVENUE SOUTH CN 00 N • f CO rn co o0 N N dN- ca z z 5 S c z w w Z z w U z .0 op co PHIL TITE 36" DIA, FILL SPILL CONTAINMENT ASSEMBLY W/ 5 GALLON SPILL BUCKET 2 FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX (TYP.) 5 GALLON SPILL CONTAINER. (INLINE DRAIN ON FILL BUCKET) WATERTIGHT REDUCER BOOT AND CLAMPS. 13" RUBBER CAP WITH CLAMP 2' TYP. CROWN PEA GRAVEL BACKFILL WATERTIGHT SHROUD BOOT AND CLAMPS JUNCTION BOX (TYP.) #6 SOLID BARE COPPER WIRE 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE 3/4" DIAMETER GROUND CLAMP SEE GROUND CLAMP DETAIL ON SHEET T.2.2 3/4" PENETRATION FITTING 1/3 H.P. TURBINE PUMP W/ 3.0 GPH MLD CONTRACTi' • <" 'C AND COTTER PIN TANK GAUGE ADAPTER & CAP se r, 0111 WM ��� I�i1i nrilAlni. -._. lE11111'�;IIiIIi�►'tn�� -•+ VEEDER ROOT .1 GPH MAGNOSTRICTIVE PROBE TANK LEVEL PROBE W/ TLS CAP & RING. OVERFILL ALARM AT PANEL SET © 90% E " FL I IN INSTALL KIT 3/4" CONDUIT 3/4" PENETRATION FITTING C IRO RISE' PIP 42" SUMP BODY 3/4" MONITORING CONDUIT SHOWN HERE FOR CLARITY 2 "x18" MALE SWIVELO x FEMALE NPT FLEX 30 CONNECTOR (TYP.) STRAIGHT DROP TUBE (TYP.) X N 4 "x4 "x2" EXTRACTOR TEE FITTING SUMP LIQUID MONITORING SENSOR IN HOLDER O 3" BALL .FLOAT VALVE. SET AT 98% CAPACITY TO PREVENT WETTING OF PIPING ONLY (TYP.) UST OVERFILL COMPLIANCE IS ACHIEVED VIA AUDIBLE AND VISUAL OVERFILL ALARM AND ACKNOWLEDGE SWITCH TIED INTO VEEDER ROOT AUTOMATIC TANK GAUGE SET AT 90% CAPACITY. BOTTOM FOR TANK HOLE A: ELEVATION - ADDITIVE TURBINE, FILL & VENT RISERS (PRODUCT TIGHT) SCALE: 1" = 1' -0" 34" O.D. FILL WATERTIGHT LID W/ (2) 13" O.D. ACCESS OPENINGS & 6" OBSERVATION PORT ENCLOSURE TOP FACTORY BONDED JOINT 34" LID O.D. %�1 SUMP TO BE BONDED TO TANK AT FACTORY 32 -7/8" NECK O.D. 1,/ 32" I.D. 42'" I.D. TANK WALL C: PRODUCT TIGHT TURBINE /FILL SUMP RISER SCALE: NTS OPTIONAL 12" H -20 RATED ACCESS COVER #6 STRANDED WIRE TO 1/2 "0 CADWELD OR COMPRESSION GROUND ROD CONNECTION TEST LEAD CONNECTED TO GROUND ROD (NOT LUG OR WIRING) 10 OHMS MAX SURFACE (ASPHALT /CONCRETE /EARTH) 11111111111111111111111 WINEWAXV.,, 1/2" 0 X 10' LONG COPPER CLAD STEEL GROUND ROD IN NATIVE SOIL . GROUND ROD DETAIL SCALE: NONE —#6 STRANDED BARE COPPER GROUND TO GROUND ROD WIRE NUT 3/4" DIA. (AT CONDUIT) AND 4" DIA. (AT RISERS) GROUND CLAMP. RISER /CONDUIT (TYP.) NOTE: ONCE MONITORING CONDUIT .LEAVES SUMP, BOND ADDITIONAL #6 SOLID BARE COPPER GROUND WIRE TO CONDUIT WITH 3/4" GROUNDING CLAMP AND ROUTE WIRE 'TO 1/2 "x10' SOLID COPPER GROUND ROD OUTSIDE TANK HOLE. GROUND ROD TO BE INSTALLED IN NATIVE SOIL. CONNECT TO EXISTING GROUND ROD IF EXISTING GROUND ROD CAN BE USED. INSTALL .NEW GROUND ROD IF EXISTING GROUND ROD CANNOT BE USED. CAD WELD OR COMPRESSION CLAMP GROUND WIRE TO GROUND ROD. . #6 AWG BARE COPPER GROUND WIRE. TERMINAL CONNECTION AT CLAMP. GROUND CLAMP DETAIL SCALE: NONE FILL RISER ATG RISER 8" ACCESS PORT 42" DIA SINGLE WALL FIBERGLASS POLYSIDED CONTAINMENT SUMP JACK SCREW (TYP.) 4" FILL ADAPTER AND CAP IN SPILL CONTAINMENT FILL BOX PHIL. TITE 36" DIA. MULTI —PORT SINGLE POINT FILL SPILL CONTAINMENT ASSEMBLY W/ (1) 5 GALLON SPILL BUCKET DIAMOND PLATE B: PLAN VIEW - TURBINE /FILL MANHOLE SCALE: 1" = 1' -0" 16" 42" DIA SINGLE WALL POLYSIDED FIBERGLASS CONTAINMENT SUMP ANCHOR (TYP. 4) ALL MANHOLE ACCESS COVERS TO BELOW GRADE SHALL BE LIQUID TIGHT AND LOCKABLE TANK @:: 4 "X4 "X2" EXTRACTOR FITTING 22" MANWAY LEVEL GAUGE LOCATION FILL RISER TANK 2 "x18" MALE SWIVEL x FEMALE NPT FLEX CONNECTOR (TYP.) 3/4" CONDUIT v PENETRATION FITTING 3/4" CONDUIT TO SUMP SENSOR EXPLOSION PROOF JUNCTION BOX FOR TAND:'D IONITORING• DEVICES ONLY 2" BELL X MALE ADAPTER 2" FRP BONDED FITTING (TYP.) 2" COAXIAL D.W. FRP VENT LINE AL SWI! x MALE CON ► CTOR (TYP.) 3/4" CONDUIT TO TURBINE \12.7 SUMP LIQUID MONITORING 19 SENSOR IN HOLDER 2" BELL X MALE ADAPTER 2" COAXIAL D.W. FRP PRODUCT SUPPLY LINE 2" FRP BONDED FITTING (TYP.) NOTE: THE SUMPS LAYOUT CONFIGURATION SHOWN IS TYPICAL. CONTRACTOR MAY ADJUST LOCATION OF TURBINE AND VENT CONNECTIONS WITHIN' SUMP BASED ON SITE CONDITIONS AND ROUTING LAYOUT REQUIRED, HOWEVER TURBINE, FILL AND LEVEL GAUGE MUST REMAIN ON THE CENTERLINE OF THE. TANK. D: TYPICAL TANK TOP DETAIL AT TURBINE /FILL SCALE: 1" = 1' -O" PLASTIC CAP • ° • . I 1 PEA GRAVEL BACKFILL TO SUMP 4" FRP ANNULAR RISER a HOME RUN TO BUILDING BRINE RESERVOIR HYDROSTATIC SENSOR E: ELEVATION - BRINE RESERVOIR SCALE: 1" = 1' -0'1 CONSTRUCTION RELEASE z a 5 o.. c 0 V) 0 0 CD -) V 0 z z O P JO J .003 V to co Q Z haw < c1 A r�.l co 1— 0 a, §- � --gQ2O 0 U REVIEWED FOR COMPLIANCE WITH NFPA7Q•NEC NUV 102010 C ty of Tukw Ia """"° BUILDING DIVISION •—NOTES o ou m m T. m �T. mwslommanamilmmimmomourrowftwommommowommompommownimmomommourir 2" CROWN 'INSTALLED AT ALL MANHOLE ACCESS . REINFORCEMENT TO BE #4 0 18" O.C. BOTH WAYS REINFORCING BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" ` FROM SURFACE. • REINFORCE CONCRETE SLAB AROUND MANHOLE WITH 4 — #4 REBAR 60" IN LENGTH. PLACE REBAR 6" FROM SIDES OF BOX. . N NOT USED OXX INDICATES ITEMS FOUND ON MATERIALS LIST SHEET T.3.1 EL �—O RECEIVED CITY OFTUKvmLA OCT 2 8 2010 PERMIT CENTER N 0 w 0 y a 18215 72ND AVENUE SOUTH w E Q 1� N CD 00 N N N N Job Number wit 0 grail TIMM N C1 I'= ADDITIVE TANK SYSTEM MATERIAL LIST ITEM QTY. DESCRIPTION MANUFACTURER 1 TANK: 1,500 GALLON,. 4' I.D. DOUBLE WALL FIBERGLASS TANK, W/22" M.W., STEEL STRIKE PLATES AND TIE DOWN GUIDES. TANK SHALL BE METHANOL APPROVED. "CONTAINMENT SOLUTIONS" MODEL NO. DWT -6 TYPE II (4') - 1500 SHELL CODES: 2 -E4D 102S3 1 PIPING SUMP: 42" POLYSIDED. SINGLE WALL FIBERGLASS FILL ENCLOSURE x 4' "CONTAINMENT SOLUTIONS" . HIGH. WITH FIBERGLASS REDUCTION TRANSITION WITH 34" LID. FACTORY BONDED MODEL NO. SW PTS (WT34) (FV2/13/16) TO TANK. :K 4 > 1 42 "x33" FIBERGLASS SUMP REDUCER "CONTAINMENT SOLUTIONS" - PART OF FILL SUMP PACKAGE 1 WATERTIGHT REDUCER BOOT WITH CLAMPS . FROM 13" ACCESS OPENING TO SPILL "FRANKLIN FUELING /PHIL -TITE" MODEL NO. WTRC -1315 BUCKET 36" DIA. FILL -SPILL MANHOLE W/ 8" ACCESS LID. 14" DIA, SPILL COLLECTOR. SPILL COLLECTOR SHALL BE 5 GALLON CONTAINMENT. EVR CARB APPROVED PER VR -101 "FRANKLIN FUELING/PHIL-TITE" MODEL NO. M36- 1C- 0- 1 -61PR WITH PRODUCT SIDE DEBRIS BUCKET # PB 1005 TB 13" RUBBER CAP WITH CLAMP FOR 13" ACCESS OPENING IN WT SUMP FILL 2 "X4" ADAPTER 01(10) 1 2" PRODUCT TOP SEAL FILL CAP 1 . 4 "x12' ALUMINUM DROP TUBE. 1 1 2" PRESSURE VACUUM VENT - THREADED 1 BY G.C. 4" GALVANIZED STEEL RISER 1 "FRANKLIN FUELING /PHIL -TITE" MODEL NO. WTRC -1300 "OPW" MODEL NO. 1612 -AN -2040 "OPW" MODEL NO. 6348 -0150 "OPW" MODEL NO. 61T-7268 . 3" FLOAT VENT VALVE 12" L.G. "OPW" MODEL NO. 53VML -3120 "HUSKY" MODEL NO. 4885 4 "x4 "x2" EXTRACTOR TEE FITTING. "OPW" MODEL NO. 233 -4420 "ANVIL" OR EQUAL DISPENSER SUMP LIQUID SENSOR, NON - DISCRIMINATING, POSITION SENSITIVE "VEEDER -ROOT" MODEL NO. 794380 -323 \ 1" OR 3/4" RIGID CONDUIT, ELECTRICAL SEAL -OFF, ELECTRICAL JUNCTION BOX BY G.C. 18 BY G.C. ELECTRICAL ITEMS EXPLOSION PROOF. «19> 1 CONTAINMENT SUMP LIQUID SENSOR, DISCRIMINATING (FOR FILL /TURBINE SUMP) "VEEDER- ROOT" MODEL NO. 794380 -352 1 18" DIA. ROUND MONITOR MANHOLE, WATER TIGHT AND TRAFFIC RATED 1 4" DIA. PIPE 7' -O" LG. MAX. WITH 4" NPT MALE ADAPTER BY G.C. (FOR HYDROSTATIC TANK MONITOR) "UNIVERSAL" MODEL NO. U -98 -1810 SCH. 40 PVC MATERIAL .(24) 1 HYDROSTATIC SENSOR - SINGLE FLOAT, WITH 4" RISER PIPE .CAP KIT "VEEDER- ROOT" MODEL NO. 794380 -301 "VEEDER -- ROOT" MODEL NO. 330020 -435 NOT USED 2 ) "x1.8" FLEXIBLE CONNECTOR - 2'° FEMALE NPT X 2" MALE SWIVEL NPT 2 ) -1/2"x18" FLEXIBLE CONNECTOR - 2" FEMALE NPT x 1-1/2" MALE SWIVEL NPT NOT USED "FLEX -ING" MODEL NO. FF2OX18M346XF "FLEX -ING" MODEL NO. FF15X18M346X2F .AM...A.I. A .•■ AIM. i AMM► i i i- Ar• AIr. Ate. ■inipr v' Nair "loM►' "um. w ..tumor � +M.' �� � � � � 'l� �/ W w w'MMMl w W W W •W w W W W '�' ,„NNIP NUNI/ • W ■r 33 TANK BOTTOM PROTECTOR TANK LEVEL 4' -O" STAINLESS STEEL MAGNETOSTRICTIVE PROBE -0.1 GPH W/0 WATER DETECTION 4" FLOAT PROBE INSTALL KIT • FOR MAG 1 TANK LEVEL PROBE FOR ALTERNATIVE FLUIDS 4" MONITORING CAP AND ADAPTER KIT, 3/8" GROMMET W/0 LUGS 1 (TANK LEVEL GAUGE) 1 2" BALL VALVE -FULL PORT 3 3/4" BONDED CONDUIT ENTRY FITTING 1 2" FRP BONDED FITTING FOR COAXIAL AMERON • PIPING DISPENSER /VENT TRANSITION BOX (SINGLE WALL) 120 2" D.W: COAXIAL FIBERGLASS PIPE, 17' -21' LENGTH & .GLUE KITS 56 2 2" .COUPLING (PRIMARY) 2 2" COUPLING (SECONDARY) "EBW" MODEL NO E785- 200 -02 "VEEDER -ROOT" MODEL NO. VR- 846391 --601 "VEEDER -ROOT" MODEL NO. 846400 -004 "VEEDER ROOT" MODEL # VR- 312020 -952 "JOMAR" MODEL NO. T100 -2 `. IMMMI. AMA .10.11. i 41111111, .MMM.41111111b...Mw.. "BRAVO" MODEL NO. F -17 -RR "BRAVO" MODEL NO. • F- 22 -LS -S AM. iA11111b. AM. Ar..,Ate.AMMM. ANS iiii AM. -- MODEL NO. B-500-JP-F2S-B AD -00 "AMERON" DUALOY 3000 /LCX MODEL #20464386 "AMERON" DUALOY 3000 /LCX MODEL. #20850707 "AMERON" DUALOY 3000 /LCX MODEL #20469204 4 2" 90 DEGREE ELBOW (PRIMARY) 2" 90 DEGREE ELBOW SECONDARY NOT USED 60 4 2" 45 DEGREE ELBOW (PRIMARY) 4 2" 45 DEGREE ELBOW SECONDARY 1►. .•w•wwwww1111P'www"1111/..►w'gar 101S •" wwwwww WNW' rrr, 'NW IMP' 'NW ww NI/ wwww " AMERON" DUALOY 3000 /LCX MODEL #20372108 "AMERON" DUALOY 3000 LCX MODEL #20469201 " AMERON" DUALOY 3000 /LCX MODEL #20371508 " AMERON" DUALOY 3000 /LCX MODEL 20469202 4 2" THREADED BELL x MALE ADAPTER FRP " AMERON" DUALOY 3000 /LCX MODEL #20370202 70) 1 RACK MOUNTED DISPENSER "FILL -RITE" MODEL • NO. FR9O2RU STANDARD DISPENSER NOZZLE 72 1 NOZZLE SWIVEL "HUSKY" XS SERIES MODEL NO. '159504-03 "HUSKY" MODEL # HS -0350 �, .IrIMM. .MMNMI, ..MMMMI. A_ .■ A_ .r■ w. .IM.. AMY, AMA. A.. OM, ■ .rO......M• Adift. Ate. nMM .41111111.. M► .M111Mw_ ...�. 1 5/8 "x8' STANDARD HOSE - SWIVEL BOTH ENDS (74) NOT USED NOT USED 76 1 1 1 2 GROUNDING WIRE W/ CLIPS - 10' LONG 1 GROUNDING BOND WIRE W/ CLIPS 3' LONG 10 . GLOVE, NITRILE, 11 MIL, 13 IN 5 PROTECTIVE GOGGLES 1 GREY PAIL 14 QT !J.' .Ir' KW '. " wi` 'Iw\I�.A AIWIn�AILWAI .AWAAIAI I MINIMP •M J'•���W�iAWALWA I. ' 'aISMIPM•FAMM∎A 1WA1 1MMOrA`�i<` 1J' 50 CU. FT. SUMP FLAME ARRESTOR (TANK AND DISPENSER /VENT) 5 GALLON METAL SAFETY CAN 3 GALLON METAL SAFETY CAN 2 GALLON METAL SAFETY CAN 8 QT METAL FUNNEL "GOODYEAR" FLEXSTEEL MODEL NO. GY -532 -327 (ANS PART # GY -5805) "OPW" MODEL NO. FSS -50 JUSTRITE MODEL NO. 7150100 "JUSTRITE" MODEL NO. 7125100 "JUSTRITE" MODEL NO. 7120100 "PLEWS EDELMANN" MODEL NO. 75 -004 PROTECTOSEAL MODEL NO. 2660H H -120 PROTECTOSEAL MODEL NO. 2662 GRAINGER MODEL NO 4T419 GRAINGER MODEL NO. 1VT67 GRAINGER MODEL NO. 1ELK1 1 1 1 1 1 1 1 40) ADDITIVE TANK SYSTEM MATERIAL LIST E CRIP 10 6 "x52" RED BOLLARD PLASTIC SLEEVE 'wow ww...wwNMI 79 NOT USED ...... .. NW. .....MM► AMMI..I1•111. Ala*. 411111W AMMO. 4111.10, 411114. AMP. Alllsk - 0(80) 0 2 0 0 1 1 "MO/ NNW '01111Ir +r EIGHT INPUT I NTERSTITUAL/LIQ UID SENSOR INTERFACE MODULE DOUBLE POPPET SHEAR VALVE, 1-1/2" F -NPT TOP STYLE, U -BOLT MOUNTED (COMBO BODY) ANS MODEL NO. IS- BPD -06 -052 -S rMr..r W ".Mr W ••w w w ■•••• NNW, ..r r... w "VEEDER ROOT" MODEL NO. VR- 329358 -001 "OPW" MODEL NO. 10BFP -5726 "OPW" MODEL NO. 1OUBK -015 (U -BOLT KIT) DMEX DISPENSER MODULE END CAPS 6" DINRAIL 20" RIBBON CABLE 3 -POLE CONTACTOR (IF ONLY 3 TURBINES, THEN REMOVE FROM LIST) "SQAURE D" MODEL NO. 5600470 "SQAURE 0" MODEL NO. 0800886 "SQAURE D" MODEL NO. 9080MH379 "SQAURE D» MODEL NO. 5650836 "SQAURE D" MODEL NO. XSE- DPA33Y122Y2 36 EMERGENCY SHUTDOWN SWITCH TURBINE 1/3 HP PUMP FIXED SPEED VARIABLE LENGTH, AG SEALS, WITH INTAKE FILTER SCREEN, WITH MODEL R CHECK CALVE CONTROL BOX MECHANICAL LINE LEAK DETECTOR 3.0 GPH 4" x 13' SLOTTED PVC PIPE "SQAURE D" EM -01 "POWER INTEGRITY" MODEL NO. IA -ESO "FE PETRO" FE- STPAG33KR- VL1 -12 "FE PETRO" FE -STP -CBS "FE PETRO" MODEL NO. STP -MLD -D 400501901 "OPW" MODEL NO. 61SPVC-4000 4X13 w w `�IMMr "111111r. NOTE: THIS MATERIALS EOUIPMENT SCHEDULE IS NOT A COMPLETE LIST OF MATERIALS. CONTRACTOR I8 RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MISCELLANEOUS EQUIPMENT, FITTINGS, MATERIALS AND DEVICES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. • INDICATES MATERIAL SUPPLIED BY OWNER ALL ITEMS SUPPLIED BY OWNER ARE SUPPLIED THROUGH ANS DISTRIBUTING. CALL (602 278 -3000) TO COORDINATE MATERIALS DELIVERY SCHEDULE WITH ANS AND VERIFY EQUIPMENT COUNTS (72 HOUR NOTIFICATION REQUIRED). CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL EQUIPMENT IS ACCOUNTED FOR AND ARRIVES AT SITE IN UNDAMAGED CONDITION (48 HOUR TIME LIMIT). AFTER THIS 48 HOUR LIMIT THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING THE EXACT PART(S) THAT IS(ARE) EITHER MISSING OR DAMAGED.' 1 INDICATES MATERIAL SUPPLIED BY OWNER THROUGH EQUIPMENT AND MANUFACTURER DIRECT PURCHASING. CONTACT COSTCO WHOLESALE PURCHASING DEPT. (425) 313 -6753 TO COORDINATE MATERIALS DELIVERY SCHEDULE OF ALL OWNER DIRECT PURCHASE ITEMS. UNLESS OTHERWISE NOTED, ALL OTHER EOUIPMENT IS SUPPLIED AND INSTALLED BY CONTRACTOR. CONSTRUCTION RELEASE x CD PRECONSTRUCTION P as c .05 EUo- o 87z REVIEWED FOR COMPLIANCE H F NEC . NOV 10 2010 City of-Tukwila BUILDING DIVISION CITVEORUKVNLP‘ OCT 2 8 2010 PERMIT CENTER r- cr 3 § COSTCO GASOLINE FACT 1 N CO Oco O CI 3 � �a §o 0 2 U - 8215 72ND AVENUE SOUTH N M CD CO CD z w C U ..w 0 z 7. zuJ J z ig N N zj co z I I LJ • - z - LO LC) N N ?ES cn 2