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HomeMy WebLinkAboutST - 11911 EAST MARGINAL WAY SOUTH - KING COUNTY METRO - STORAGE TANKSTAN K(S) UNDERGROUND STORAGE TANKS (UST) 1 ABOVE GROUND STORAGE TANKS (AST) 11911 EAST MARGINAL WAY SOUTH PARCEL NUMBER(S) 1023049066 RELATED PERMIT NUMBER(S) 206-06 1 610-99 1 608-95 609-95 1 610-95 Date: 12/1/95 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT No. 608-95 609-95 610-95 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance. KING COUNTY METRO ylocated at 1191LEast Marcinal Oma^ Way -South Business Name Business resAdd s having made application in due form. and as the conditions. surroundings, and arrangements are. in my opinion. such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted fonQ lnctall, alter, remove, place temporarily out of service or otherriaise dispose of any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. ransferable. Any change in the use or occupancy of premises shall require a new permit 7/14.4 Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F. P. *2 SeQ fy TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT PERMIT # 4't)(- 9r/60 i &/0 -7`5" -- RECEIPT # /WY DATE RECEIVED DATE ISSUED CODE REFERENCE: 7901.3 FIRM NAME: "k) /e/ C&( -14y PHONE: g4 ` FIRM ADDRESS: et„ --t 1 n, /a Z-, - '- 1; &of VAD JOB SITE: CI// E 4/1411, W 5<, 04- NUMBER OF TANKS TO BE REMOVED/INSTALLED: /ok,/XL & 6 kik 6- INDIVIDUAL TANK CAPACITY (GALS) )'/C/Z c '© a ,k C -c TOTAL AGGREGATE CAPACITY (GALS): NAME OF BUSINESS AT JOB SITE: i v/ 2AxD PERSON IN CHARGE: ,, s - /%i o'g- PHONE: 6 /3S To install, alter, remove, place temporarily out of service or otherwise dispose of any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation or removal of underground tanks having an individual capacity or total aggregate capacity of greater than 10,000 gallons, and installation or removal of underground tanks located within 200 feet of the Green/Duwamish Rivers requires approval of the Tukwila Planning Department. All aboveground tank installations require approval of the Tukwila Planning Department. The Tukwila Planning Department will require submittal of a site plan for review prior to approval. Planning Department: Approved;K Signatur Not Approved Date: /L-7 No fire department permit will be issued without Tukwila Planning Department approval when required. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER 8/8/95 T.F.D. Form F.P. 31 1/"l, f, °'(6 6 1 / METRO Municipality of Metropolitan Seattle • Environmental Planning and Real Estate Division 821 Second Ave., M.S. 120 • Seattle, WA 98104-1598 • (206) 684-1165 • Fax (206) 684-1900 November 7, 1995 Mr. Mike Alderson, Fire Marshall City of Tukwila 6300 Southcenter Boulevard, #100 Tukwila, Washington 98188 South Facilities Underground Storage Tank Dear Mr. Alderson: Attached are three (3) sets of the drawings for the removal and replacement of the UST at our site located at 11911 E. Marginal Way S. Also attached is Metro's check in the amount of $200.00 for the appropriate fees. The Hauling Permit and traffic control information will be supplied by the contractor. The contractor will be selected through Metro's public bid process. Thank you for reviewing this project. Should you have any questions of a technical nature, please don't hesitate to contact Metro's project engineer, Christy Sanders-Meena at 684-1358. er o . ric Boyd Real Property Agent RB:f F:VSFAC1.DOC Recycled paper Date: 11/8/99 TUKWILA FIRE DEPARTMENT SPECIAL PERMIT No. 610-99 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance. King County Metro Transit 11911 East Marg nal Way South, BusinessAddressBldg JLC having made application in due form, and as the conditions surroundings, and arrangements are. in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for' TO Install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code* (aboveground tank) Business Name located at This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted. shall be complied with. THIS PERMIT VALID FOR -Ninety Days - This permit does not take the place of any license required by law and is not transfer- able. Any change In the use or occupancy of premises shall require a new permit THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE • T.F.D./F.P. *2 A TUKWILA FIRE DEPARTMENT ' /UNDERGROUND/ABBOV.mGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT PERMIT # c(4'%D < RECEIPT # DATE RECEIVED 1 f DATE ISSUED 1/-f "v( FIRM NAME: XJj 4fo& i 47 / /yrn /ro T'r.., s t i. PHONE: 22G 2. FIRM ADDRESS: %l 1l E it,rp ../ 1/47 S g1: . "'l' .. JOB SITE: s41.14e. NUMBER OF TANKS TO BE REMOVED/INSTALLED: INDIVIDUAL TANK CAPACITY (GALS): J 7 5 - TOTAL TOTAL AGGREGATE CAPACITY (GALS): 75 NAME OF BUSINESS AT JOB SITE: Sce r., "la.• PERSON IN CHARGE : gi3 G %(i lrer PHONE : 3 37,24c To install or remove any flammable or combustible liquid tank per 79.116 of the Uniform Fire Code. Installation or removal of underground tanks having an individual capacity or total aggregate capacity of greater than 10,000 gallons, and installation or removal of underground tanks located within 200 feet of the Green/Duwamish Rivers requires approval of the Tukwila Planning Department. Installation of tanks with a capacity of 5,000 or greater require a building permit. Ali aboveground tank installations require approval of the Tukwila Planning and Public Works Department. Installation of aboveground tanks shall be limited to MICH, MICL, HI, LI and C/LI zones. A site plan showing property lines, building locations(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. Building Permit required not required initials Planning Department: Approved Signature: Not Approved Date: Public Works Department: Approved Signature: Not Approved Date: No fire department permit will be issued without Tukwila Planning Department approval when required. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ 75,11° , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 7/99 T.F.D. Form F.P. 31 Bing County Department of Transportation Transit Division, Power and Facilities Section 201 South Jackson Mail Stop SF Seattle, WA 98104 October 25, 1999 City of Tukwila 444 Andover Park East Tukwila, WA 98188 Dear Permit Reviewer, The purpose of this letter is to request permission to begin installation of an aboveground diesel storage tank at our South Facilities location located at 11911 East Marginal Way South Building "C". I have already contacted Nick Olivas regarding this matter and the enclosed information represents what he told me would be necessary to complete this application. I will now go into some of the details regarding this project. The purpose of the diesel tank will be to dispense fuel to our trailer -mounted pressure washers. The location of the tank was selected for its proximity to the existing fueling island. This will allow the tow vehicle and the pressure washer units to be fueled without moving the tow vehicle. Fuel from the 275 gallon diesel tank will be dispensed using a hand pump. The use of a hand pump will hopefully limit the amount of fuel spilled during an accident. The dispensing tank itself is double -walled and will be protected from vehicles by 2 reinforced bollards. In the unlikely event a spill does occur, spill response supplies are located a short distance away. Vactor trucks and a sweeper are also available on an on-call basis. If you have any questions regarding this permit, please call me at (206) 684-2261. Sincerely, Talon Swanson Environmental Compliance Specialist King County / Metro Transit enc ALINDESKA ELECTRICAL CONTRACTORS, PCL CONSTRUCTION SERVICES TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT A miscellaneous permit must be applied for and issued by the Building Department prior to application for this permit under the International Fire Code. MISCELLANEOUS PERMIT # ISSUANCE DATE: *" - FIRE DEPARTMENT SPECIAL PERMIT # del D RECEIPT # .21134'( DATE RECEIVED: 3 3U"Ut, DATE ISSUED: 3 - 3o a' FIRM NAME: ,q(/,1 /J'54 6/2' ;'S PHONE: FIRM ADDRESS: //a[(e by JOB SITE: )/W' Fm S NUMBER OF TANKS TO BE REMOVED/INSTALLED: 2i(4 dyyrp INDIVIDUAL TANK CAPACITY (GALS): / PRODUCT TO BE STORED: TOTAL AGGREGATE CAPACITY (GALS): NAME OF BUSINESS AT JOB SITE: Pa PERSON IN CHARGE: PHONE: To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURNED WITH A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ /U, rJD , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 5/4/04 T.F.D. Form F.P. 31 Date: 3/30/06 b 4 Tukwila Fire Department OPERATIONAL PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Alindeska Electrical Contractors located at 11911 East Marginal Way South 206-06 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted for *To install, alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per Chapter 34 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Ninety Days - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE TFf)/FP #7 03/21/2006 13:30 12062672610 '03/21/2006 11:18 FAX / ALINDESKA PCL Construction Services, Inc. 15426 35th Ave 90 API Phone: 206.529.5333 7Ukwile, WA 98188 4. 41INOESKA PAGE 02/02 gt 002/002 REQUEST FOR INFORMATION No. 00492 TITLE: Relocation of propane pedestal PROJECT: 5 Boeing Access Rd to S. 154th ,t TO: Attn: Ian Hubbard Sound Transit Phonc: 206-398-5246 aidihts 03-183 Ref Drawings: None DATE: 3/14/2006 JOB: C755 REQUIRED: 3/21/2006 Please advise how to relocate the emergency di- onnect pedestal for the Propane system at the Metro building. Do you want to relocate existing pedestal next existing after construction is complete. Requested By:PCL Construction Services, Inc. Signed: Pater Losh 1 Please relocate the emergency disconnect pede construction fence and accessible by KC Metro City of Tukwila remarks are as follows; Any work on the propane system requites fire department approval and permit's. The permit is required for any modification to the system, the contractor perfo-ming the work is required to apply for the permit and supply drawings of what the scope of work will be. Ro Harvey of ST has been in contact with Moto over these tanks on a separate issue and may be of assistance in is matter. If either PCL or ST have questions they van call me. Don Tomaso, Fire Marshal - 206-575-4407. the pavement, or put in a temporary pedestal and replace the Die: 3/14/2006 • for the propane system to a location outside of our temporary and restore it back after construction is complete. Answered By:Sound Transit Signed: Ian Hubbard Date: 321/2006 03/23/2006 15:38 12062672610 ALINDESKA PAGE 01/01 Itttp" `*,cureaccess.wa.gov/1ni/epis/rptPermit.aspx POST ON JOBSITEPRIORTO BEGINNING WORK CONTRACTOR NAME ALINDESKA ELECT CONTRS LLC PURCHASER'S MAILING ADDRESS 1156 INDUSTRY OR BLDG 40 SEATTLE TELEPHONE NUMBER 2052672806 PREMISES OWNER'S NAME Alindeska Electrical Contractors LLC ADDRESS OF INSPECTION 11911 E Marginal Way Tukwila POWER COMPANY Seattle City Light - South Applied: 3/23/2008 WALLS Insulation Only Cover CEILING Insulation Only Cover Inapectlon Date Iof 2 LICENSE NUMBER ALINDEC961W0 WA98188 NUMBER NUMBER CIRCUITS PER PANEL - NUMBER OF CIRCUITS (206) 267-2610 ADDED/ALTERE! $61.30 Inspection Fee: $61.30 -Print Permit 1 ELECTRICAL CONTRACTOR ELECTRICAL WORK PERMIT #1202520E INSTALLATION DESCRIPTION: disconnect of propane system SERVICES TO INSPECT: DESCRIPTION QUANTITY AMOUNT This permit expires in one (1) year from date of last activity. Expiration:3232007 Date Approved By SERVICE FEEDER THERMOSTAT DITCH Date Approved By Area, Building or Equipment Inapactad Action Taken Property Owner: This is your permanent record of inspection FAILURE TO POST PRIOR TO BEGINNING WORK WILL RESULT IN CIVIL PENALTIES Print Permit I Electrical Inspector 3/23/2006 2:29 PM L. i Existing propane disconnect to be relocated to outside of construction fence Set ecology block against temporary fence and relocate em stop switch to back side for protection from cars. Attach sign to top of unistrut mount Install temporary conduit to hand hole and intercept existing wiring. _.._..___•..^.-•..,......•.+»...+:...:... __ ```^ . ■j IL! 1.; l A d•. 1 FOUNt i;n T ,. .. 90 E t' /_ u C";! N(c r r t construction fence c OT ;F, I E 6,A l" i34.45\ 342 EJO1' \ \1 \ IE .23.65 IE A/( 24,38 ' L;~ 2 1 r.: .< I E S' 24.86 307. 20.7 WS 24.08 [ .3512 { ,j Q. w Tukwila Fire ?Li Sly?I 5 115TH ST 5 116TH ST BELLEVUE • FACILITIES MAINTENANCE SOUTH l5 119TH ST RENTON • TU 1'ILA DES MOINES SOUTH N 1I BASE PROJECT LOCATION 11911 E MARGINAL WAY S 5 122N0 ST TACOMA • AUBURN • ALGONA • PACIFIC • KING CO. PIaC '. VICINITY MAP 0 1 2 3 4 5 MILES TYPICAL SECTION AND DETAIL REFERENCING SYSTEM 5 124Th ST (1) THE SECTION IS CUT ON DRAWING A101 SECTION NUMBER ELEVATION NUMBER A1Q5 DRAWING ON WHICH SECTION/ELEVATION APPEARS. — INDICATES THE DRAWING IS ON THE SAME SHEET. (2) ON DRAWING A105 THIS SECTION IS IDENTIFIED SECTION NUMBER SECTION SCALE: 1 1/2" 1•—O' (3) DRAWING ON WHICH SECTION WAS TAKEN. — INDICATES THE DRAWING IS TAKEN FROM THE SAME SHEET. DETAILS ARE CROSS—REFERENCED IN A SIMILAR MANNER. EXCEPT THAT DETAILS ARE IDENTIFIED BY LETTER RATHER THAN BY NUMBER. LOCATION MAP 0 200 400 60D SO SHEET NO. DRAWING NO. GENERAL 1. 2. 3. INDEX TO DRAWINGS TITLE G101 VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS G102 SITE PLAN — CONTRACTOR STAGING AREA G103 FUEL ISLAND AREA DEMOLITION PLAN SYSTEMS DIAGRAMS 4. P101 CIVIL 5. 6. 7. 8. 9. SYSTEMS DIAGRAM C101 PAVING PLAN, NOTES, AND LEGEND C102 EXISTING PAVING PLAN AT TANKS C103 PAVING PLAN AT TANKS C104 FUEL ISLAND SECTIONS C105 TYPICAL PAVING DETAILS MECHANICAL 10. M101 MECHANICAL PLAN 11. M102 INSTALLATION SECTIONS AND DETAILS 12. M103 TANK SECTIONS AND DETAILS ELECTRICAL 13. E101 ELECTRICAL PLAN 14. E102 ELECTRICAL SECTIONS AND DETAILS 15. E103 ELECTRICAL DIAGRAMS AND PANEL SCHEDULES tow Imuqf TH BASE ANNEX FACILITIES MAINTENANCE SOUTH UNDERGROUND STORAGE TANK REPLACEMENT CONTRACT NO. T/M 25-95 No. REVISION BY IAPP'D DATE PERM 1 T REVIEW SET REC0u4ENDEO: C.SANDERS-MEENA APPROVED: IJ. RILEY Municipality of Metropoliton Seattle SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT VICINITY, LOCATION MAPS AND INDEX TO DRAWINGS DATE NOV 95 FILE NO: E20 DRAWING NO: G101 SHEET NO: OF 1 15 ° x S\---------OOJTHFVW SR599 xx L= 11'56'37" R = 1502.40' L = 313.19' c 5 SETBACK N 00'29'08" E 10.00' L= 08'38'44" R = 1492.40' L = 225.19' -- SOUTH a&___§_1:2592 / / / / / / / / / / / / )/.4N._VANS N 1 / LOADING / AREA / Q , AMA -3_1 V / /, 7 / / / / 20' SLIDING i z GATE le \. Y L= 19'47'37" R = 1265.90' L = 437.32' / NRV PARKING AREA VISITOR PARKING AREA UNDERGROUND TANK REPLACEMENT PROJECT SITE, SEE NOTES 1 & 2 CONCRETE MEDIAN BARRIER -- EMPLOYEE PARKING X AREA N1 N min o x ENTRANCE-\. o - 'i EXIT z x EXISTING x ASPHALT ISERFACE x 393.60. N 61 • 46:24"— cox x x rn m r m 20' SLIDING GATE CONTRACTORS STAGING AREA. SEE NOTE 3 CONTRACTORS GATE x SOUTH BASE ANNEX — FACILITIES MAINTENANCE SOUTH No. REVISION BY APP'() DATE --aSIGNED: F. BROWN DRAM: FFB NOTES: 1. SEE DWG 0103 FOR DEMOLITION PLAN. 2. SEE DWG M101 FOR MECHANICAL INSTALLATION PLAN, AND DWG E101 FOR ELECTRICAL INSTALLATION PLAN. 3. THE CONTRACTOR SHALL KEEP BASE AREAS NOT DESIGNATED CLEAR AT ALL TIMES UNLESS COORDINATED WITH AND APPROVED. BY THE BASE SUPERVISOR. O171 N g 177E T R 0 MwNoipoily a Metropolitan Soon* CHECKED: R.BROWNE RECOMMENDED: C. SANDERS-MEENA cnNTRACt No: APPROVED: I J. RILEY SLUE: NONE T/M 25-95 SOUTH BASE ANNEX -FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT SITE PLAN—CONTRACTOR STAGING AREA DATE: NOV 95 FILE N6 E20 MIN(' NQ G102 SHEET NO: OF 10,000 GALLON UNLEADED FUEL TANK W/PUMP P-1 550 GALLON ENGINE OIL TANK W/PUMP P-3 10,000 GALLON DIESEL FUEL TANK W/PUMP P-2 12' X 12" DEADMAN W/ HOLD DOWN STRAPS (TYP) CB PREP SHOP CHIEF CREW CHIEF MH No. REVISION BY APP'D DATE —SD— FUEL ISLAND AND TANK AREA PLAN SCALE: 1/8" =1'-0" EXISTING WASH DOWN TANKS AND VALVE PIT, TO REMAIN —EXISTING FUEL LEVEL METERS TO BE REMOVED loaves B/I3 DESIGNED: F. BROWN 67,61 mETAo Municipolty of Metropolitan Saottle DATE: NOV 95 DRAWN: FFB CHECKED: R.BROWNE RECOMMENDED: 'C. SANDERS—MEENA wuc: NONE APPROVED: J RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT FUEL ISLAND AREA DEMOLITION PLAN FRE NO: E20 WING NO G103 sNEET ND: Or 3 15 3 x TANK 90% FULL ALARM BELL W/ ALARM SILENCE PB 90X FULL STATUS INDICATOR CONTROL PANEL, SEE DWG E102 MONITORING CONSOLE SEE DWG E102 CONNECT TO VAPOR RECOVERY SYSTEM NEW GASOLINE - DISPENSER. SEE SPECS CONNECT TO NEW PUMP SUCTION VAN IMPACT VALVE WITH FUSABLE LINK FINISHED GRADE 2". VENT VENT EXTRACTOR TRANSPORT VAPOR PICK-UP POINT AND MH 4" TANK FILL WITH SPILL CONTAINMENT MH '1 FUELING ISLAND 2"0 VAPOR RECOVERY FLEX CONNECTOR WITH CORROSION PROTECTION (TVP) CORROSION PROTECTED TANK WITH SECONDARY CONTAINMENT INVENTORY GAGE WITH HI LEVEL SWITCH, SET AT 907L FULL LEVEL UNLEADED GASOLINE SYSTEM DETAIL SCALE: NONE CARRIER PIPE HATH SECONDARY CONTAINMENT BOOT (TVP) 2"o GS .- DOUBLE WALLED PIPING (TYP) CARRIER PIPE WITH FLEX CONNECTOR AND SECONDARY CONTAINMENT BOOT (TYP) COMMON PIPING WELL LEAK DETECTION PROBE (TVP) FOOT VALVE NOTES: THIS DRAWING SHOWS CONCEPTUAL SYSTEMS DIAGRAMS ONLY. FOR CLARITY, NOT ALL OF THE FITTINGS, PIPING AND OTHER COMPONENTS NECESSARY FOR A COMPLETE INSTALLATION ARE SHOWN. DO NOT USE THIS DRAWING TO DETERMINE MATERIAL AND COMPONENT REQUIREMENTS NOR TO DETERMINE FIELD CONDITIONS. FOR THOSE PURPOSES REFER TO CONTRACT DRAWINGS SHOWING PLANS, SECTIONS, DETAILS, AND TO THE SPECIFICATIONS. No. REVISION BY APP'D DATE DESIGNED: F. BROWN • ; METAO Municipal), of Maropegton DALE: NOV 95 DRAWN: FFB CHECKED: R.BROWNE RECONMENOCD: 'C. SANDERS-MEENA SCALE: NONE I (rms s/13 / APPROVED: J RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX UNDERGROUND TANK REPLACEMENT SYSTEMS DIAGRAM nu ND: E20 DRAWING ND: P101 SNEET ND: Of 4 15 -x — .x 0 —r LAN.AaLE STORAGE ® 1 / �/ / 1 / 20' SLIDING GATE MAIN'_NANC= LIMITS OF CONSTRUCTION CONTRACTORS WORK AREA SEE NOTE 3 DWG 0102 / / / J-11 ;�--x-- / TRUCK LOADING — i. AREA / / VISITOR — — PARKING AREA NRV PARKING AREA x x r I _0 I x EMPLOYEE • PARKING AREA ! x H XENTRANCE EXIT I MEDIAN CONCRETE BARRIER li ,,I III ie Ili / '/ / / / // / i / Illi/ / I; Ii / / / /'X / ilk / r/ II / / /1 Y CONTRACTOR'S STAGING AREA (SEE NOTE 3 DWG 0102) A.:..ESS RDAL-----_------------ CONTRACTOR'S GATE BM=TOP OF TOP BOLT ON HYDRANT, EL 14.42' SOUTH BASE ANNEX FACILITIES MAINTENANCE SOUTH GENERAL PAVING NOTES 1. FOR GENERAL CONSTRUCTION NOTES SEE DRAWING XXXX; FOR CONSTRUCTION SEQUENCE NOTES SEE DRAWING XXXX. 2. NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTING UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AS REQUIRED FOR COMPLIANCE. 3. REMOVE EXISTING PAVEMENT TO THE LIMITS SHOWN ON THE DRAWINGS (NORMALLY AT EXISTING JOINTS). IF REMOVAL DOES NOT COINCIDE WITH THE EXISTING JOINTS, SAWCUT TO STRAIGHT LINES. REPAIR DAMAGES TO REMAINING PAVEMENT THAT MAY RESULT FROM PAVEMENT REMOVAL OPERATIONS. 4. FOR LIMITATIONS DURING CONSTRUCTION REFER TO THE CONTRACT SPECIFICATIONS. 5. MAINTAIN DESIGN DRAIN PATTERN AROUND ACCESS MANHOLES AND SLAB PENETRATIONS (SEE SEC. 7/C105). PAVEMENT DEPRESSIONS THAT COULD CAUSE PONDING ARE NOT ALLOWED. 6. NEW PAVEMENT ELEVATIONS AND DRAINAGE PATTERNS TO MATCH EXISTING UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AS REQUIRED FOR COMPLIANCE. PAVING LEGEND 18.50' SPOT ELEVATIONS FINISHED GRADE (EXISTING AND NEW) EXISTING AND NEW DRAINAGE PATTERN (UNIFORM GRADE SLOPE BETWEEN SPOT ELEVATIONS) • UP UTILITY POLE SQ DEWATERING WELL FIRE HYDRANT ELEVATION CONTROL POINT O MH MANHOLE ❑ CB CATCH BASIN CW Ci TY WATER E ELECTRICAL CONDUIT FIRE MAIN G GAS (NATURAL) SD STORM DRAIN SS ---- SANITARY SEWER LOW POINTS OR HIGH POINTS LINE EDGE OF EXISTING ACP EXIST. 8" PCCP W/#4 0 12" EW (EXCEPT WHERE NOTED OTHERWISE) NEW 10" PCCP REINF. W/#4 0 12" EW T & 8, SEE SEC 2/C105 CONSTRUCTION AREA No. REVISION BY APP•D DATE DESIGNED: HS CI METRO MMRicipoity a Metropotiton Seattle aa: NOV 95 DRAWN: HS CHECKED: R.BROWNE RECOMMENDED: C. SANDERS—MEENA SC•LE: NONE OINKS e/13 APPROVED: R. RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT PAVING PLAN, NOTES, AND LEGEND RE NO E20 Iwe No: C101 SHEET NO: O/ 5 15 Source file: P: \PROJECTS \ TRANBASE \SBA \E20C102 EXISTING CONCRETE PAVEMENT JOINTS (TYP) 40'-0" FACILITIES MAINTENANCE BUILDING 10'-1" EXISTING 8" CONCRETE BUILDING WALL EXISTING CONCRETE CURB FLOOR DRAIN LIMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 3) / /7/ /A, oo )3 0 EXISTING FUEL ISLAND EXISTING TANK LOCATIONS (TYP) i LIMITS OF CURB REMOVAL (SEE NOTES 1 AND 4) SAWCUT (SEE NOTE 1) 00 `LLLLLLLLLL LLLLLLLLL ILLLLLLLLLL LLLLLLLLLL LLLLLLLLLL ILLLLLLLLLL ILLLLLLLLLL LIMITS OF PAVEMENT REMOVAL (SEE NOTES 1 AND 2) EXISTING 8" STORM DRAIN LLLLLL LLLLLL LLLLLL LLLLLL LLLLLL LLLLLL LLLLLL LLLLLL LLLLLL LLLLLLLLLLI LLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLy EXISTING HOLDING TANK MH iI I I —EXISTING HOLDING TANK ---_j LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLL LLLL .LLLLLLLLLL EXISTING II VALVE PIT ILLLLLLLLLLL. ILLLLLLLLLL `LLLLLLLLLLL LLLLLLLLLLL ILLLLLLLLLLL it LLLLLLLLLL ILLLLLLLLLLL ILLLLLLLLLLL L_ ........................ NOTES: EXISTING CONCRETE PAVEMENT JOINTS (TYP) 1. REMOVE PAVEMENT FOLLOWING EXISTING JOINT LINES AS SHOWN. SAWCUT IF REMOVAL OUTLINE DOES NOT COINCIDE WITH AN EXISTING JOINT. 2. REMOVE 191 SQ YD OF 8" REINFORCED PCCP. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONTRACT PRICE. 3. REMOVE 4 SQ YD OF 8" PCCP. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONTRACT PRICE. 4. REMOVE 14 LF OF PCC CURB. INCLUDE REMOVAL AND DISPOSAL COST AS PART OF THE LUMP SUM CONCTRACT PRICE. NO. REVISION BY APP•D DATE DESCNEO: HS METRO MMnieipoity oI Yet opobton Seattle DRAWN: HS CHECKED: R.BROME RECOMMENDED: C. SANDERS—MEENA SCALE: 1/8" = 1'-0" Deems e/13/ 1 APPROVED. J. RILEY CONTRACT NO: T/M 24-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT EXISTING PAVING PLAN AT TANKS DATE: NOV 95 nu NO: E20 DRAWING NO: C102 SNEET NO: or 6 15 Source FNs: P:\PROJECTS\TRANSASE\SBA\E20C103 0 EXISTING CONCRETE PAVEMENT JOINTS 1/- 10.80 i. h NEW 8" REINFORCED PCCP (SEE NOTE 1.A.) AAAA...... 0 40'-0" FACILITIES MAINTENANCE BUILDING 10'-1" 9.98 • • • • • • • • • \ • \ EXISTING 8" CONCRETE BUILDING WALL 1 11.21 \ 11 f41 11.72 11.46 11.44 ` 000 ` \ \ \ \ \ \\ "\ \ \ \ \ \ \ \ \ \t \ \ \ \ NEW FUEL ISLAND NEW TANK LOCATION \ \ \ \ \ e\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11.22 \\ \ 11.21 11.82' 11.46' 11.49' 11. NEW PCC CURB (SEE NOTE 1.C.) * FLOOR DRAIN NEW 8" PCCP (SEE NOTE 1.B.) 11.45' l 11.08' LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL LLLLLLLLLLI ILL LLLLLLLLI r \ \ \ \ \ \ \ \ \ \ \ \ MATCH EXISTING PAVEMENT ELEVATIONS AT ALL POINTS • \ • . 51'-4" 11.47' 11.77' EXISTING CONCRETE CURB LLLL'LLLLLLLi LLLLLLLLLL1 LLLLLLLLLL4 LLLLLLLLLLJ LLLLLLLLLL]{ �LLLLLLLL._I1 11.49' 11.79' EXISTING HOLDING TANK - 'LLL�'y � LLLL .LL41 'LLLLLLLLLL i` LLLLVI £LLLLLLLLLL l LLLLL'I1 ' LLLLLLLLLL LLLL. LL,I rLLLLLLLLLL 'I LLLLL' LLLLLLL LLL I LLL LLLLLLLLLLLLLL LLLLLL' I.LL.LLLLLLLL LLL,_! 1 EXISTING HOLDING TANK MH CB EXISTING VALVE PIT LLLLLL LLL L'LLLLLLLLLL LLLLL'LLLLLL _LLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLL LLLLLLLLLLL LLLLL LLLLLLJ ........................ EXISTING 8" STORM DRAIN EXIST1NG CONCRETE PAVEMENT JOINTS (TYP) NOTES: 1. INCLUDE THE COST OF PLACING THE FOLLOWING OUANTTIES OF NEW PAVEMENT AS PART OF THE LUMP SUM CONTRACT PRICE: A. 191 50 YD OF 8' REINFORCED PCCP. 8. 4 SO TO OF B" PCCP. C. 14 If OF PCC CURB. 2. FOR GENERAL PAVING NOTES, LEGEND, AND BM DATA. SEE DWG C101. v No. REVISION APP'D DATE I LAMS 8/17 / DESIGNED: HS mETRD Municipality of MOtnDpoitOn Seattle DATE: NOV 95 DRAWN: HS CHECKED: R.BROWNE RECOMMENDED: C. SANDERS-MEENA SCALE: 1/8" = 1'-0" APPROVED: R. RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT PAVING PLAN AT TANKS fqE NO: E20 CRANING NO: C103 SNER NO: 7 Of 15 Source rk P: \PROJECTS\TRANBASE\SBA\E20C104 .. 12' 0" LIGHT POLE (REINSTALL EXISTING) CARD READER STATION / FUEL DISPENSER #4 0 12" OC 2" CLR AIR HOSE WATER HOSE 2" CLR 1'-6" 3" CLR 4' 0" 1' 6" #4 0 12" OC p4 0 12" OC ANCHOR BOLTS 4' 0" LIGHT POLE (REINSTALL EXISTING) CARD READER STATION 3/4" RADIUS (TYP) i —6" 4' 0" 1' 6" No. REVISION BY APP'0 DATE OESICNED: HS ;;:METRO YDnicipomy of M.Uopoiton Seattle DRAWN: HS CHECKED: R.BRORNE RECOMMENDED: 'C. SANDERS—MEENA SCALE: 3/8" = 1'-0" f E17N[s 8/13/ APPROVED: J. RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT FUEL ISLAND SECTIONS DATE: NOV 95 FIE NO: E20 DRAWING NM C104 SHEET N?. Of 8 19 W 1/4"± 1/16" I I NEW PCCP (TYP) POURED JOINT FILLER BACKING ROD 0 = 1.25xW LOCATION •H W LONGITUDINAL 1/3 D 1/4' MIN 3/8' MAX TRANSVERSE 1/4 D 3 8" MAX JOINT FILLER DETAI L SCALE: NONE 1/4"± 1/16" ,- EXISTING STRUCTURE ry R = 1/8" (TYP) POURED JOINT FILLER 1/2"0 BACKING ROD PREFORMED EXPANSION JOINT FILLER, FULL DEPTH JOINT FILLER DETAIL SCALE: NONE 3/8" 1/4"± 1/16" NEW PCCP (TYP) JOINT FILLER DETAIL SCALE: NONE R 1/8" (TYP) POURED JOINT FILLER 1/2"0 BACKING ROD REINFORCING STEEL WHEN SHOWN ON PLANS (MIN COVER TO CONFORM TO ACI STANDARDS) SEE A/C105 NEW PCCP (TYP) REINFORCED PCCP CONTROL JOINT SECTION SCALE: NONE REINFORCING STEEL WHEN SHOWN ON PLANS (MIN COVER TO CONFORM TO ACI STANDARDS) PORTLAND CEMENT CONCRETE PAVEMENT (CLASS AS SHOWN ON PLANS) COMPACTED GRAVEL BASE COMPACTED SUBGRADE NEW CONCRETE PAVEMENT (TYP) SECTION SCALE: NONE ROUND EPDXY COATED STEEL DOWEL BAR, GRADE 80, SMOOTH, GREASED, 1 1/4" x 18" x 12" OC FOR TRANSVERSE JOINTS AND 18" OC FOR LONGITUDINAL JOINTS NEW PCCP SEE B/C105 EXISTING PCCP D2/2 t O j DRILL HOLE TO ACCEPT HALF OF DOWEL BAR LENGTH NOTE: CENTER DOWEL IN EITHER EXISTING OR NEW PCCP, WHICHEVER S OF THE LESSER THICKNESS. NEW PCCP/EXISTING PCCP JOINT SECTION SCALE: NONE SEE B/C105 NEW PCCP EXISTING WALL AND FOOTING 1/— ISOLATION JOINT SECTION SCALE: NONE 1.1 SEE B/C105 NEW PCCP EXISTING CURB OR OTHER STRUCTURE 36" 1 ISOLATION JOINT SECTION SCALE: NONE THICKEN EDGE OF PCCP AS SHOWN 2'-0 MANHOLE FRAME AND COVER CMP RETAINING WALL IF REOUIRED TO CONTAIN BACKFILL (2) #4 REBAR ALL AROUND TYPICAL ACCESS MANHOLE SECTION SCALE: NONE z Oa 1 W v MANHOLE FRAME AND COVER UNIFORM SLOPE SEE 6/C105 #5 REBAR T & 8 ® 8" OC #5REBAR T&B O 6" OC ALL AROUND 2'-0" CMP RETAINING WALL 3" CLEAR (TYP) 3'-0" MIN CANTILEVER MANHOLE SECTION SCALE: NONE No. REVISION BY APP'D DATE oEsiCNEo: HS 177ETRO MunkipoGty of WUopo:ton Swat* Moot HS CHECKED: R.BROWNE RECOMMENDED: C. SANDERS-LIEENA SCALE: NONE cows !/13/ M.1,1040: C. RILEY CONTRACT MO: T/M 25-95 SOUTH BASE ANNEX -FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT TYPICAL PAVING DETAILS DATE: NOV 95 RENO: E20 ORAN7NG NO: C105 sties NO: OF 9 15 EXISTING 3/4" WATER, SEE NATE 3 O PAINT SHOP EXISTING 3/4" AIR, SEE NOTE 2 EXISTING 4"DRAIN 2 -EXISTING 3" TANK VENTS UP WALL, SEE NOTE 1 AIR/WATER DISPENSOR W/HEATERS UNLEADED GASOLINE METER AND DISPENSOR 0 6000 GAL. UNLEADED GASOLINE TANK SFM-1, SEE DWG P101 AND DETAIL B/M103 11 " ti a 7 ----" i � l LOUNGE/LUNCH ROOM CONE '. I \I FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN SCALE: 1/8"=1'-0" CUT AND RECONNECT, SEE NOTE 2 & 3 EXISTING WASH DOWN HOLDING TANKS AND VALVE PIT 2" GS NOTES: 1. CONNECT NEW 2"IV ANO 2 -GV TANK VENTS TO TWO OF THE THREE EXISTING VERTICAL TANK VENT PIPES. ABANDON, CLEAN & CAP THE THIRD EXISTING VERTICAL VENT PIPE. 2. CUT EXISTING 3/4" AIR LINE AT EDGE OF EXCAVATION AND CONNECT NEW 3/4" FUEL ISLAND AIR LINE AS SHOWN. 3. CUT EXISTING 3/4" WATER LINE AT EDGE OF EXCAVATION AND CONNECT NEW 3/4" FUEL ISLAND WATER LINE AS SHOWN. No. REVISION BY APP'D DATE DESIGNED: F. BROWN DRAWN: FFB CNECKEO: R.BROWNE RECONUENOED: C. SANDERS—MEENA ArYROVED: .1. RILEY SCALE: m E T A 0 Municipoity of wtropo:toe Seattle NONE CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX -FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT MECHANICAL PLAN DATE: NOV 95 ma NO. E20 DRAWING NO: M101 SHEET NO: OF 10.-. 15 NOTE 6 NOTE 5 NOTE 10 ELECT CONDUIT SEE DET F NOTE 11 4" FOOT VALVE EXTRACTOR RISER NOTE 7 DOUBLE WALL TANK EXIST 4"0 STUB NOTE 2 NOTE 4 2" UNLEADED GASOLINE. SIMILAR TO DET E/M102 NOTE: TOP OF PIPING WELL NOT SHOWN FOR CLARITY UNLEADED GASOLINE TANK PIPING WELL DETAIL 4" FOOT VALVE EXTRACTOR RISER SEE 6/C105 SCALE: 3/4" =1' — 0" EXIST BOLTS NOTE 6 NOTE 9 EXIST 2" TANK FITTING 3" NOTE 1 & 12 NOTE 8 \ NOTE 7 SECTION SCALE: 3/4" =1' —O" o rx I EXISTING 30"ID PIPING WELL WITH GASKETED COVER io EXIST 4" TANK FITTING EXIST 4" TANK FITTING, A717-022-12" MANHOLE CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TYP) A76 VAPOR ADAPTER W/A99 ADAPTER CAP 2" TANK VENT AND VAPOR RECOVERY LINES A79 (2"X 2"X 4"X 4") EXTRACTOR HOUSING & BODY W/EXTRACTOR WRENCH VENT EXTRACTOR, SEE DETAIL B VENT EXTRACTOR DETAIL SCALE: NONE CORROSION PROTECTED DOUBLE WALL TANK CORROSION PROTECTED DOUBLE WALL TANK NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EOUAL 2" FIBERGLASS PIPE VENT (TYP) CORROSION PROTECTED FLEXIBLE PIPE CONNECTOR (TYP) PRIMARY/INTERSTITIAL TANK VENTS DETAIL SCALE: NONE EXTEND PIPE NIPPLE TO EDGE OF MANHOLE LID AS SHOWN (FOR TANKS WITH ACCESS MANHOLE INSIDE COMMON PIPING WELL) MINIMUM HEIGHT, COORDINATE WITH TANK MANUFACTURER TOP OF TANK COMMON PIPING WELL WALL STEEL SPOOL 3" LONG MIN, SEE NOTE 3 STAINLESS STEEL CLAMP (TYP) TELEFLEX FLEXIBLE CONTAINMENT BOOT CARRIER PIPING SIZE VARIES 11111101 Ii.' i::::i:>2. USE UNION AS SHOWN OR SWVEL—TYPE FLEX CONNECTOR SEE NOTE 4 TELEFLEX FLEXIBLE PIPE CONNECTOR ISOLATE AS RECOMMENDED BY TANK MANUFACTURER CORROSION PROTECTED DOUBLE WALL TANK PIPING CONNECTION AT COMMON PIPING WELL DETAIL SCALE: NONE OVERFILL/SPILL CONTAINMENT MANHOLE "EMCO WHEATON" EWA719-001 SEALED MH W/1" .NPT DRAIN OUTLET, OR ENGINEER APPROVED EQUAL A97 TIGHT FILL CAP A30 FILL ADAPTOR 4" FILL RISER PIPE CORROSION PROTECTED DOUBLE WALL TANK FILL RISER DETAIL SCALE: NONE NOTE: FITTINGS SHALL BE EMCO WHEATON AS SHOWN OR ENGINEER APPROVED EQUAL J BOX SHELL OF MONITORING WELL 1 1/2" WELDED TANK BOSS NYLON REDUCING BUSHING 1" THREADED CONDUIT NIPPLE 1" CONDUI TYPICAL CONDUIT CONNECTION AT MONITORING WELL DETAIL SCALE: NONE NOTES: 42"MIN CLEAR MANHOLE COVER AND FRAME, H2O LOADING, ASTMA536 DUCTILE IRON COVER W/22"0 REMOVABLE ECCENTRIC LID. 2. TELEFLEX FLEXIBLE SECONDARY CONTAINMENT BOOT AND CARRIER PIPE W/TELEFLEX FLEXIBLE PTFE PIPE CONNECTOR OR APPROVED EQUAL, SIZE AS REQUIRED. 3. WATERTIGHT WELDED COMMON PIPING WELL CONNECTION SPOOL, SIZE TO FIT SECONDARY CONTAINMENT PIPE, SEE NOTE 13. 4. 5. 6. 7. SECONDARY CONTAINMENT PIPING, SIZE AS RECOMMENDED BY MANUFACTURER FOR CARRIER PIPE SIZE SHOWN. SECONDARY CONTAINMENT MONITORING PROBE, INSTALL 1" FROM BOTTOM OF WELL. 2" FRP OR HDPE INTERSTITIAL MONITORING PROBE RISER W/WATERT1GHT CAP, SEE NOTE 13. 4" FRP OR HDPE RISER W/WATERTIGHT CAP AND TANK LEVEL MONITORING PROBE, SEE NOTE 13. 8. 8"0 HANDHO,LE W/WATERTIGHT LID IN 2 PLCS, ONE OVER INTERSTITIAL MONITORING PROBE RISER AND SECONDARY CONTAINMENT PROBE, AND ONE CENTERED DIRECTLY OVER TANK LEVEL MONITORING PROBE. SEE NOTE 13. 9. SEAL ALL EXISTING PIPE SLEEVE PENETRATIONS THAT ARE NOT BEING UTILIZED W/WATERTIGHT CORROSION PROTECTED PLUG OR CAP, SEE NOTE 13. 10. ELECTRICAL CONDUIT TO LEAK MONITOR PANEL WITH WATERTIGHT CONNECTOR, SEE DETAIL F & PLAN A/E101. 11. ELECTRICAL CONDUIT TO TANK LEVEL MONITOR PANEL W/WATERTIGHT CONNECTOR. SEE DETAIL F & PLAN A/E101. 12. SIZES SHOWN FOR MANHOLE COVER & FRAMES ARE MINIMUM ACCEPTABLE CLEAR DIMENSIONS. ACTUAL DIMENSITIONS SHALL BE AS NECESSARY TO ALLOW FOR COMPLETE REMOVAL OF TANK COMMON PIPING WELL AND MH LIDS. 13. COMPONENTS SHALL REMAIN WATERTIGHT WHEN SUBMERGED UNDER A 10' WATER COLUMN. No. REVISION BY APP'D DATE 1 monse/3/ OESIGNEo: F. BROWN ;: IT1 E T R O Municipality « Metropolitan Seattle ORArni: FFB OfOCEM R.BROWNE REeouNDroE : C. SANDERS—MEENA APPROVE?. 1 J. RILEY SCALE: NONE CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT INSTALLATION SECTIONS AND DETAILS DATE: NOV 95 FpE NO: E20 JI OR, NO M102 SHEET N0: or 11 1; 3' MIN i TANK //. /A /A /t /A /A // /A COMPACT SUBGRADE TO 95% AS RECOMMENDED BY TANK MANUFACTURER TANK HOLD DOWN DETAIL SCALE: 1/2" =1'-O" 2'-0" MIM OR AS RECOMMENDED BY TANK MANUFACTURER (TYP) EMBED TOP EDGE OF FILTER FABRIC 24" IN LEAN CONC MIX (TYP ALL AROUND EXCAVATION PAVEMENT, SEE DWG C103 EXIST. UNDISTURBED SOIL (TYP) CORROSION PROTECTED HOLD DOWN STRAPS. SIZE AND LOCATION ALONG TANK ACCORDING TO TANK MANUFACTURER'S SPECIFICATIONS (TYP) 6" MIN TYPE D GRANULAR MATERIAL BEDDING AS RECOMMENDED BY TANK MANUFACTURER (TYP) HOLD DOWN HARDWARE AS RECOMMENDED BY TANK MANUFACTURER, 303 OR 304 SS OR OTHER ENGINEER APPROVED CORROSION PROTECTED MATERIAL (TYP) CORROSION PROTECTED ANCHOR AS RECOMMENDED BY TANK MANUFACTURER BUT NO LESS THAN 7/8"ID (TYP) TANK HOLD DOWN SLAB AS RECOMMENDED BY TANK MANUFACTURER 6" LEAN CONCRETE MIX (CONTROLLED DENSITY FILL) 4' 0" MIN 1'-0" MIN TYPE A FILL MATERIAL /\\ 1 LIMIT OF EXCAVATION (TYP) - PeT ENVELOPE PEA GRAVEL BACKFILL AROUND ENTIRE TANK EXCAVATION WITH FILTER FABRIC AS SHOWN EMBED FILTER FABRIC 24" IN CONCRETE OF HOLD BOTTOM OF FABRIC AS RECOMMENDED BY FABRIC MANUFACTURER 95% COMPACTION BELOW NEW BEDDING AND TANK HOLD DOWN BALLAST NEW TANK INSTALLATION SECTION SCALE: 3/4" =1'-0" COMMON PIPING WELL, SEE DET A/M102 SEE NOTE 1 OVERFILL/SPILL CONTAINMENT MH LEAN CONCRETE FILL, SEE SECTION 1 6" CLEARANCE SEE NOTE 2 L TANK HOLD DOWN SLAB, SEE DET A TYPE D FILL MATERIAL (PEA GRAVEL MINUS) CONFORMING TO SPECIFIED GRADATION (TYP) BEDDING THICKNESS AS RECOMMENDED BY TANK MANUFACTURER TANK HOLD DOWN BALLAST, SEE DETAIL A HOLD DOWN HARDWARE, SEE DETAIL A ri it i.l I it FOOT VALVE II / I± PITCH UP 1/13"/FT. L -I J 3" CLEARANCE 6000 GALLON UNLEADED GASOLINE TANK INSTALLATION DETAIL SCALE: NTS VAPOR PICK-UP POINT MH NOTES: 1. INSTALL RETAINING RINGS AS REQUIRED TO AVOID CONTACT BETWEEN THE LEAN CONCRETE FILL AND ANY PART OF THE TANK. AVOID CONTACT BETWEEN RINGS AND ANY PART OF THE TANK. • 2. PROVIDE CMP OR FRP SLEEVES AS REQUIRED TO AVOID CONTACT BETWEEN THE LEAN CONCRETE FILL AND ALL PIPING ATTACHED TO THE TANK. 3. ALL PIPING CONNECTIONS TO TANK NOT NECESSARILY SHOWN ON THIS DRAWING. REFER TO TYPICAL TANK DETAILS FOR PIPING AND ELECTRICAL CONNECTIONS. 4. REQUIRED HOLD DOWN HARDWARE NOT SHOWN ON DETAIL B. SEE DETAIL A. No. REVISION BY APP'D DATE itSIGNED: F. BROWN % EXISTING C-2 CONTACTOR FOR FUEL DISPENSER 90% FULL ALARM AND LEAK ALARM W/ALARM SILENCE PB, SEE ELEVATION 3/E102 0 EXISTING LUMINARY AND POLE TO BE REUSED, SEE NOTE 1 SEE DETAIL A/E101 FOR EXPANDED VIEW OF THIS AREA UNLEADED GASOLINE METER AND DISPENSER AIR/WATER DISPENSER W/HEATERS PAINT SHOP LOUNGE/LUNCH ROOM OFFICE 1. • L FACILITIES MAINTENANCE AND FUEL ISLAND PARTIAL PLAN SCALE: 1/8" =1' -0" 4 EXISTING WIREWAY FOR FUEL ISLAND WIRING FROM C-6 CONTACTOR IN ELECTRICAL ROOM FUEL LEAK ALARM BUZZER W/SILENCE BUTTON, SEE ELEVATION 2/E102 CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE EXISTING 208/120V POWER PANEL 'P2 -H9' CUT AND SPLICE NEW WIRING TO EXISTING WIRING IN HANDHOLES, SEE NOTES 1,2 & 3 6000 GAL. UNLEADED GASOLINE TANK SFM-1. SEE DWG P101 EXISTING WASH DOWN HOLDING TANKS AND VALVE PIT NOTES: 1. FUEL ISLAND LUMINARY TO BE WIRED FROM LOCATION SHOWN, THRU EXISTING WIREWAY, TO EXISTING LIGHTING CONTACTOR C-6 IN ELECTRICAL ROOM. 2. NEW FUEL DISPENSER TO BE WIRED. THRU EXISTING WIREWAY, TO EXISTING CONTACTOR C-2 IN PREP ROOM. 3. AIR/WATER DISPENSER HEATERS TO BE WIRED. THRU EXISTING WIREWAY, TO EXISTING PANEL P2 -H9, CKT 40. ELECTRICAL LEGEND - L- P ---- HTR LIGHTING POWER CONDUIT INTERSTITIAL SPACE LEAK DETECTOR CONDUIT SECONDARY CONTAINMENT LEAK DETECTOR CONDUIT TANK LEVEL MONITOR CONDUIT DISPENSOR POWER CONDUIT DISPENSOR HEATER POWER CONDUIT No. REVISION BY APP'D DATE DESIGNED: F. BROWN :; 177ETA0 MDnieipoWly or MNropOilon Seethe MANN: FFB CHECKED: W. SERRES RECOMMENDED C. SANDERS-MEENA SCALE: NONE l I#AIES 9/S / APPROVED: J. RILEY CONTRACT NO T/M 25-95 SOUTH BASE ANNEX -FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT ELECTRICAL PLAN DATE: NOV 95 IMF NO: E20 NIC NO: E101 SHEET NO: D< 13 1; EXISTING 480/277V PANEL 'P4 -H9' EXISTING 208/120V PANEL 'P2 -H9' EXISTING WELDING OUTLET TO BE RELOCATED 3/4"GRS CND W/2 #12 THWN TO LEAK AND INVENTORY MONITOR CONSOLE ELEVATION OF EXISTING ELECTRICAL PANELS •'Z/ i EXISTING WASHDOWN CONTROL PNL TO REMAIN 3/4"GRS CND W/4 #16 THWN TO TANK INTERSTITIAL AND SECONDARY CONTAINMENT LEAK SENSORS, SEE NOTES 2 & 3 3/4"GRS CND W/1 BELDON #8760 CABLE TO TANK LEVEL SENSOR, SEE NOTES 2 & 3 EXISTING 208/120V PANEL P2 -H9, SEE DWG E103 FOR REWORK AND NEW PANEL SCHEDULE ELEVATION SCALE: NONE NORTH TANK #1 LEVEL METER TO BE REMOVED, SEE NOTE 1 EAST •WALL — CHIEFS OFFICC ELEVATION SCALE: NONE SOUTH TANK #2 LEVEL METER TO BE REMOVED. SEE NOTE 1 EXISTING ELECTRICAL PNLBD TO BE REMOVED • ELEVATION OF NEW & REWORKED ELECTRICAL PANELS TANK 90% FULL ALARM BELL LEAK ALARM BEACON 3/4"GRS CND W/4 #12 THWN TO OUTSIDE ALARMS. SEE NOTE 2 3/4"GRS CND W/2 #12 THWN TO CHIEFS OFFICE ALARM, SEE NOTE 2 LEAK ALARM BEACON CONTROL CONSOLE LEAK AND INVENTORY MONITOR CONSOLE RELOCATE EXISTING WELDING RECEPTACLE, WIRE & CONDUIT AS SHOWN NOTES; 1. NORTH AND SOUTH TANK LEVEL METERS AND ALL ASSOCIATED WIRE AND CONDUIT SHALL BE REMOVED. CONTRACTOR SHALL SURPLUS METERS TO METRO. 2. IN ADDITION TO THE CIRCUIT CONDUCTORS, PROVIDE CODE SIZE GREEN GROUND WIRE IN ALL CONDUITS. 3. NEW CONDUIT SHALL BE 1"GRS, NEW WIRING SHALL BE SIZE AND TYPE TO MATCH EXISTING. ^ 3/4"GRS CND W/#12 THWN WIRE AS REQUIRED (TYP) ALARM SILENCE PB TANK 90% FULL INDICATOR 6 t t t bb SOUTH WALL ELEVATION SCALE: NONE o 3/4"GRS CND W/4 #16 THWN TO LEAK AND INVENTORY MONITOR CONSOLE. SEE NOTE 2 AND DWG E101 3/4"GRS CND W/1 BELDON #8760 CABLE TO LEAK AND INVENTORY MONITOR CONSOLE, SEE NOTE 2 AND DWG E101 EXISTING CONDUIT FROM PNL 'P2 -H9' FOR AIR & WATER DISPENSER HEATER PWR, SEE DWG E101 FOR CONTINUATION EXISTING CONDUIT FROM C-2 CONTACTOR FOR GASOLINE DISPENSER POWER, SEE DWG E101 FOR CONTINUATION NEW HAND HOLE FOR SPLICING EXISTING WIRING TO NEW, SEE NOTE 3 No. REVISION BY APP'D DATE upon 9/6 / DESK NED: F. BROWN :;;:177ETR0 Munieipolity of MetropoRon Seattle DAIS: NOV 95 DRAWN: CHECKED: FFB W. SERRES RECONMENOED: C.SANDERS-MEENA SCALE: NONE APPROVED: J RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX -FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT ELECTRICAL SECTIONS . AND DETAILS nu N0: E20 WRiG N0 E102 SHEET NO: Or 14 15 GASOLINE TANK FMS -1 LEAK ALARM CONTACT LEAK ALARM OUTPUT SECONDARY CONTAINMENT LEAK INTERSTITIAL LEAK AUXILIARY RELAY LEAK ALARM BEACON, TOP OF CONTROL CONSOLE V MONITOR CONSOLE (LEAK MONITORS) ♦Oi I • • 90% FULL ALARM SILENCE PB (AT OUTDOOR ALARM) • LEAK ALARM BUZZER IN 9O FULL ALARM CREW CHIEFS AT FUELING AREA OFFICE CONTROL CONSOLS GASOLINE TANK ALARM TIMER T.D.O. A T ALARM r RELAY AR -1B AUXILIARY RELAY ALARM ACTIVATE 1 i GASOLINE TANK FMS -1 90% FULL ALARM CONTACT MONITOR CONSOLE (INVENTORY MONITORS) • TANK FULL ALARM OUTPUT GASOLINE TANK FMS -1 90% FULL INDICATOR INVENTORY PRINTOUT 120VAC DEO. CKT, PNL P2—H9, CKT 11, PER MANUFACTURERS REOMTS 90% FULL OUTDOOR STATUS INDICATOR (AT OUTDOOR ALARM) AR -1A 120VAC, PNL P2—H9. CKT * QN WLA cc 1-2 <m2 02 IWl1 20aN Z ZQ yZQYQ ZU O J U J UNLEADED GASOLINE TANK FMS -1 FACILITIES MAINTENANCE SOUTH TANK MONITORING CONTROL DIAGRAM (CONCEPTUAL) 1 NOTES: 1. CIRCUITS THAT ARE HIGHLIGHTED ON SCHEDULE FOR PANEL P2—H9, ARE CIRCUITS THAT ARE NEW OR TO BE REUSED AS INDICATED BY THE DRAWINGS AND OR SPECIFICATIONS. PANEL SCHEDULE wu.c P2-H9Ewe& (EXISTING)u DESCRIPTION 1 LOCATION MAMA NIE/AEND RAG M Q .LLT.ON Ind LEGATO. DRIVE THRU SOUTH DOOR, COL 1-9 208/120V. 3e, 4W NET. DIA. 16 13/ SPAELD IOW LOAD DESIGN AMPS-, A 6RKR. SIZE OAPS CKT. recite fa NO. repo GASOLINE PUMP(Pt) GASOLINE PUMP P7 SPARE SPARE GASOLINE DISPENSER MONITOR CONSOLE CARD SYSTEM ExiSTING D 2 D s 20 20 20 9 n 17 15 33 33 CKT. IRKR p0. SIZE A 1 C N 0000 z 0 4 6 • 10 12 37 Ex.ST \G 19• E XiST'NO 41 1TOTAL A1, 1 $ C 1 BLOCK NO. PNL-SCH 1. 34 36 20 LOAD VIRE SIZE DES GN NIPS DESCRIPTION • LOCATION EXISTING EX!STNG EXSTNG EXISTING EX!='LNG EXISTING EMERG. FUEL CONTACTOR EX STING 3, EX;TING 40 20. AIR. WTR DISP HEATERS 42 SPARE TOTAL A/ 1 2C 2 TOTAL ARC 112 REV/DATE JW NO. ENG9f No. REVISION BY APP'D DATE DESIGNED: F. BROWN •vaMETRD Manic po ty of Metropoitm Seattle OAts NOV 95 DRAWN: FFB CHECKED: W.SERRES RECOMMENDED: 0.SANDERS-MEENA SCALE: NONE looms 9/6 / APPROVED: J. RILEY CONTRACT NO: T/M 25-95 SOUTH BASE ANNEX—FACILITIES MAINTENANCE SOUTH UNDERGROUND TANK REPLACEMENT ELECTRICAL DIAGRAMS AND PANEL SCHEDULES rel NO: E20 00IC N: E1003 SHEET N0: Or 15 15