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HomeMy WebLinkAboutPP - 15060 TUKWILA INTERNATIONAL BLVD - UNKNOWN - PERMITS AND PLANS15060 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 15-F-150 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: IS0(0 s,tik-tch lc3 1310 Tek^% I Suite Number: Floor: Tenant Name: CLILJ Gcn-51 S4J .tvn/r�,, oeyx eC 40_4. Property Owner's Name: V e)yrJjam^- S ? 1_1, - C Mailing Address: I S O(GCI s -4-14 (J � j K •J : 1 t New Tenant? ❑ - Yes No k"..)C City State Zip CONTACT PERSON -if there are questions about the submittal. Name: h2. \ V lie (� ` Day Telephone: 2L.,- 11.38- 3 373 Company Name: CU Sr r� C .qe— C'Jt-ZcA Mailing Address: 1"/ 3 o ' S . I `s / S f "P/ c. c c- .-J t€1-- LJc.� / ' / g City State Zip ,/ E-mail Address: fe) Sem C0SC D car✓ : ✓"� Fax Number: 2; Co — 4' 3g — 3 3.54 Contractor's City of Tukwila Business License number: 1� LL S - C) g S .?1/0 Total number of new/relocated devices or sprinkler heads: 30 Valuation of Project (contractor's bid price): $ e._II S-0 'I a -Q -'Crt_ A(cc-& Sys-te Scope of Work (please provide detailed information): 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 Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 ER OR AUTHORIZED AGENT: Signature: Date: S Print Name: g2 ✓x 0 S e'er Day Telephone: Zd — G/3g 3 3 7,5? Plan Permit App.doc 8/22/14 TFD FP Form 8 12/22/93 15:34 $206 322 7214 WASHINGTON ALARM 06.4'PLI A•tJLE PI STB- l Mar -J.4:5 DMP STANDBY BATTERY POWER CALCULAI IONS 312 Control Unit 984D Digital Dialer 984D1 Digital Dialer 984D2 Digital Dialer 984M Multiplex 984MD Myitlplex/Dialer Relay Outputs 1-16 (ON) Qty 864 Relay Board (E Models Only) 866 Bell Supervision Module Standby Current 180ma Oty l , x 35ma 20ma 35ma 30ma 20ma 15ma 24ma 15ma x 868 Local Printer Interface Active Loops Qty ---.-- x 770 Keypads Annunciator (ON) Active Loops 704 Loop Expander Active Loops 10ma 1.6ma Qty . / x 125ma Qty _ x 1.6ma Qty x 7ma Qty _ x 1.6ma 705 Loop Expander Qty / , x 7ma ''• x .1 ma BRK Smoke Detectors Qty_.. ESL Smoke Detectors Oty x .05ma Active Loops Qty _. x 4ma Aux. Powered Devices (Term. 6 & 7) (Other than 770, 704, 705) :_ •5 V �8a /25 -7 , 2- Wh002 Alarm Current 1Bomaigo Qty _ _ x 35ma 20ma 35ma __ S 30ma 20ma Qty x 15ma 24ma 15ma— Bell Output 2,000ma max. ‘9/2., oma Qty , x 61.7ma Qty 1 x 125ma 11 5 Qty �_ x 20ma Qty „_ x *1.7ma 7ma x '1.7ma 7ma ? Qty x .1 ma Qty x .05ma • Qty _ x "6.6ma Getz, _ 9 )c .O1'nois,o. .t Total Standby pq,34 ma Total Alarm ma 16.2.2 NFPA 72A Local Systems require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. Two batteries must be installed in the 1812 system to meet the basic standby requirements for an NFPA 72A installation. You mast use battery ampere hour (A.H.) calculations to verify ccmpiiance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as 10% contingency factor which allows for depletion of battery capacity with age. FORMULA FOR NFPA 72A AMPERE HOUR CALCULATION i•°Y�' x1/12)+ 10010. Ii'S ( . 434.x 24) + (Contingency TotalA•H. Columna Hours Column C (5 min.) Factor Total . Total • Total A.H. requirements must not exceed A.H. cocky of the ballades: Two D126 Batteries' .12 A.N. • ..,p igitai onitoring raducts .:., I-, . n r�':t "1 GR KNELL FIRE PROTECTION SYSTEMS COMPANY 1215 CENTRAL AVE. S., SUITE 128 KENT, WASHINGTON 98032-7425 (253) 859-5066 FIRE PROTECTION SYSTEMS Material Submittal FIRE ALARM SYSTEM CHEVRON STATION TUKWILA, WA CONTRACT WITH: EMERAL CONST. CO. BATTERY CALCULATIONS Pro iect: Gljcvfe,/ - 7y, a/A Date By -98 Manuf actuer : ,ead/o"✓/c,T Model %O Z Stand-by Alarm Device Ota; Current Total Current Total 1. Panel I 0/0 Z/DMa 9g Z.v, 88 Ant C. Bell _L_ 3. Horn 2 18 36 4. Strobe 4/ -e-- -68 Z7 5. Relay 6. Solenoid V2 yz - 7- 4,'g4'. . leo /oe /oo Aoo B. /JCr /3 .C504 .65 • — Zs.' — Id. 9. 10. 11. 12. 17. - 14. i5. • t Total Stand-by Current 37 -5 - ,net x Z 9 (hrs.) = Total Alarm Current 6-.38 . /66 (hrs.) = Total Current requirement Battery size selected /r,A .o8? 9.089.¢// a5c13-riNicl (.94611.1 L4 if FEN1c,e- 121 GATE I t‘61-1>LL .055F-Vit=h 14 TT • C4- / &EKIEPNL NiOTE3 1)cor.lvENliaNice sTor_e To r; K_EpPT ft opErza-poN1 bLL T1oug_tr.1 coN1.5Tpic-pori. cot.1-pAcioR c1/4_-?iJi-1a opy JoLE cxxlorpor.16 61PDINJ& pLippO:f---E 601 SIP To ILLID iNipatTiohi of 1-1oLD p/piNirl A0.1(A-log. 57fz-A•p3 Ferz! PLS. 3) cohlig.Ac.,Tog. To coMpLe-TE ALL coNic.dz-e-re FArcilit& Niec-Esc.fz-,f (.0 ",•=u -i" 0 0 a 5TOP.A Ekl5TiNIO 7.01 &ATE ELIfIsJ& pveL fige 1-1L(12r-ANIT LIOK- ev_isTiKl& sfogAcoe E4Ivrird& cor.lvar\lter.lc 51.-10P5 Peg- (,. pAvird& ' EO&S OF- E`‘..ITINI& L_ 1- 7 porloVE 1 45--550 cvAtiok.1 I I 1/QA-reoiL TANIK- r_emove (7,)o,o00 4, (010,000 T-6eL TAA.Ir.„.5 INIs-rLI_ ) Nlek ,o00 c,t.LLorJ 4 (z) NEW &ALLorl NJ&L a WALL Flasr.t.v1,t).6.5 -TA46 ougyf INU-Joir\i& pot.J3L WALL r-i6gz,LA, LiNle To Egi-TiNt& ol_tRehber., tAID•LL VEN1T LIK1E54., ALL r\TE-05A1Z-ki Peg. -5-rbo..toiNizo IN.biALL dritx -52- (c." ; Peg6p-et-IF .a.rbo p.15 t E)(.1-nNIcv coNic, Wes ev.ITINI& A G FAVINJ& 22' coN16,. c ---,4A WIN& iv). 2,o t PA0E-ic ti-WCe- GONIG - U.15-"prJ r-loNiLit-/fEt•IT C) SI &NI )41-1-1r.1c0 ev_15-rifJcp cotJc, PL. 189 20 a)(..11 -11..l& ppoL. ACCEPTED WITHOUT COMMENTS. El AS NOTED IN RED o PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tuk,vila Fire Dept. Additions, deletions or re Asians to these drawings after this date will %/oil this acceptance and will I require a resuomittal of revised drawings. Final ac:-.?7tance is subject to field. insden ,-1 iy a redresentative of this dep C... on. DATL:)9JBY CITY OF TM, WILA c 6/8-440/ /P7 1 PACIFIC HIGHWAY SOUTH , 64.15-pr.i& So 12_ podpeo c-Jraf)d cvLITTeR MNP ..,6Le hoc' 15 •1 . ST • 07313 rt. 1 1 1 5 154TH g SAKE *FBA 1 r ,s Liat .144 ea 4557W57 1148 me'. II t4 "Ptt ST ; I re — „ t SEATTLE TACOMA — st;t; INTERNATIONAL O7Th , st.4I t: ,:1 AIRPORT- g SFA TACL) It Lti 5 s r40• sr arr. 150,1, 4 eKs-TM 22 b • &se ?,14 cv,i7 5 WI 11.41,41V MOO s _ KV* 27 s - s *Tr., 5.1 IC, 5 1 7 172 • Is, eI 17 31Te mAF7 376" IMP Pt ST '0.#- C311q3(:, cveNIEg.AL AragAt\l&aviaNIT 16ocoo T-UpoLbki v\IAkkitt.i&Tet\I NilDATE' i I 4 13 430 ' APPR,941 DRAWN- pe C>Ceg50 SCALE: REVISED: lo oe6ft-ioNle/5_ coN.IkiNcde 5774E: INC. H. E. SCHMIDT, INC. Consulting Engineers - 10335 Main Street' - Bellevue, WA 98004 (206)455-9770 OF--; 12 -'Lr c w/ riEw 2'r 6.ALvAr4IZCo vEr•[T 1115.5 (5) 2" FrgE�LA55 V SNIT UrJES (I) (11 J �. _ oopEo TAf�I - (iAU�JE GoNiD tT To SALES c oUNITEF- (I) �LJ (7 Loopso corJD JIT FR-oH TE -5T v LLs --o paNIEL E7DaP_D v TSE UrJLEPoao v— Li I !r--5 2. () LJrp FP_or i 5O$HF SABLE Pt t-IP5 o Pa rJE L IBoo o IT Li .� (r) 1" J (7. LoopEp cotJPJir FRoM PuvI P sUir--IP.S To s c -L Es c cUNITE>? _ (Fog- JTLJg MorJrroP ) (5) 2" OoiJSLa: WALL fit;eg.tkA63 pg.00ticT L4Kie (I) 3" FIEEg.&LA7s uApog g_Ecovegy LIKIE (REoIJ(2 To 21' e ArJK S oi,5per lsEiz5 ) o1PEtibeg5 fore_ F-tipJizE t sE R 2'r (TYP) • 0 vR Th 51?VJ_GJT E5LISTirJC� opive SLa6 PS rJEc.E)A.pY FOP. IJEN PIPInl6 PACIFIC HIGHWAY SOUTH T LIr'JE LE&E'JD: PROPERTY ON' LEAoED PgoOLk-T gE&U L PoLkT SUPER PRooUC1T VE I\IT v VAPOR. P-Ecov44Y ELELTg_I CA L r sz vg IJKOEgo(LoLND MEG�IA�JIGAL 105(0O PA&IIL I-1I&44A`(.50i1Tkt T�JKw�I,A, wAs-lit\1KorJ OATV 1t=13.6)0 Dm"' PEOOP5ON. e"7< ,,c1/;1 SCALE: r I I_ t o REVISED: - OESl N toNia /S COr'J\E NJJ FACE 5TOizE- INEµ H. E. SCHM I DT, I NC. 10335 Ion Street BelConsulting Engineers ' ' (2 6 5 i-977 OWNER OR COMPANY IS F04-- D3M MOK1E , REPRESENTED BY NRS PROJECT ENGINEER, WHO IS AUTHORIZED TO ACT FOR IT WITH RESPECT TO THIS ENTIRE PROJECT. GENERAL CONTRACTOR IS THE INDIVIDUAL OR FIRM WITH WHOM THE OWNER HAS CONTRACTED FOR SATISFACTORY COMPLETION OF THE ENTIRE PROJECT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND COORDINATING ALL WORK INVOLVED IN THE PROJECT. HE IS RESPONSIBLE FOR APPROVING OR REJECTING ALL MATERIALS AND WORKMANSHIP FURNISHED FOR ALL PARTS OF THIS PROJECT, INCLUDING THOSE WHICH ARE ORDERED OR SUBCONTRACTED BY HIM AND THOSE WHICH MAY BE ORDERED OR CONTRACTED DIRECTLY BY THE OWNER. CONTRACTOR AS USED HEREIN, REFERS TO THE INDIVIDUAL OR FIRM WHO UNDERTAKES THE PERFORMANCE AND SATISFACTORY COMPLETION OF THE WORK SPECIFIED HEREIN AND WHICH SHALL BE SCHEDULED, PERFORMED, AND COMPLETED AS DIRECTED BY THE GENERAL CONTRACTOR. SCOPE THE GENERAL CONTRACTOR SHALL FURNISH AT HIS OWN COST AND EXPENSE, ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION TO COMPLETE ALL CONSTRUCTION SHOWN ON THE GENERAL ARRANGEMENT DRAWING, WITH THE EXCEPTION OF (A) -.STEGE CCOAO lNNTTR. EQUIPMENT TO BE FURNISHED BY OWNER ON Tei 15 SHEET. IHE-gT AND-CA iER1, TR(JOTURES-ON- THE GENERAL ARRANGEMENT DRAWING SHOWS THE ENTIRE SCOPE OF THIS CONSTRUCTION WORK. IN THE EVENT OF VARIANCES BETWEEN IT AND ANY OTHER DRAWINGS, AS TO LOCATION OF BUILDINGS, STRUCTURES, FACILITIES OR EQUIPMENT SHOWN, THE GEN- ERAL ARRANGEMENT DRAWING SHALL GOVERN. INSURANCE CONTRACTOR SHALL PURCHASE AND MAINTAIN IN FULL FORCE AND EFFECT THE FOLLOWING POLICIES OF INSURANCE, WHICH WILL BE PRIMARY AS TO ANY OTHER EXISTING VALID AND COLLECTIBLE INSURANCE. CONTRACTOR AGREES TO ADVISE ALL ITS EMPLOYEES AND THE EMPLOYEES OF ITS SUB- CONTRACTORS AND AGENTS THAT; (1) IT IS THE POLICY OF OWNER THAT THE USE, POSSESSION, SALE, TRANSFER OR PURCHASE OF ILLEGAL DRUGS ON OWNERS PROPERTY IS PROHIBITED; (2) ENTRY ONTO OWNERS PROPERTY CONSISTUTES CONSENT TO AN INSPECTION OF THE EMPLOYEE AND HIS OR HER PERSONAL EFFECTS WHEN ENTERING, ON, OR LEAVING OWNERS PROPERTY; AND (3) ANY EMPLOYEE WHO IS FOUND IN VIOLATION OF THE POLICY OR WHO REFUSES TO PREMIT AN INSPECTION MAY BE REMOVED AND BARRED FROM OWNERS PROPERTY, AT THE DISCRETION OF OWNER. *CONTRACTOR AGREES TO PROTECT, INDEMNIFY AND HOLD COMPANY AND ITS EMPLOYEES, AGENTS, AND OFFICERS FREE AND HARMLESS FROM AND AGAINST ANY AND ALL CLAIMS, DEMANDS, AND CAUSES OF ACTION OF ALL KINDS INCLUDING WITHOUT LIMITATION, CLAIMS OF PROPERTY DAMAGE, INJURY OR DEATH, ARISING OUT OF OR BEING IN ANY WAY CON- NECTED WITH CONTRACTOR'S PERFORMANCE UNDER THIS AGREEMENT, EXCEPT FOR MATTERS SHOWN BY FINAL JUDGMENT TO HAVE BEEN CAUSED BY THE SOLE NEGLIGENCE OF COMPANY. THE INSURANCE REQUIREMENTS OF THE FOLLOWING PARAGRAPH SHALL NOT BE CONSTRUED TO LIMIT THE INDEMNIFICATION PROVIDED HEREUNDER; THE INDEMNIFICATION PROVIDED HEREIN SHALL BE EFFECTIVE TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DEFENSE OF ANY AND ALL CLAIMS, DEMANDS OR SUITS AGAINST COMPANY, ITS EMPLOYEES, AGENTS AND OFFICERS, INCLUDING WITHOUT LIMITATION, CLAIMS BY ANY EMPLOYEE OF ANY CONTRACTOR OR ANY EMPLOYEE OF ANY SUBCONTRACTOR, EVEN THOUGH THE CLAIMANT MAY ALLEGE WILLFULL MISCONDUCT OR SOLE NEGLIGENCE ON THE PART OF COMPANY. WITH RESPECT TO OPERATIONS PERFORMED UNDER OR INCIDENT TO THIS AGREEMENT, CONTRACTOR FURTHER AGREES TO OBTAIN AND MAINTAIN INSURANCE ACCEPTABLE TO - .COMPANY WHICH IS PRIMARY AS TO ANY OTHER EXISTING, VALID AND COLLECTIBLE INSURANCE AND EXCEPT FOR WORKERS' COMPENSATION, EMPLOYERS' LIABILTY, AND CONTRACTURAL LIABILTY, AND CONTRACTURAL LIABILTY INSURANCE NAMES COMPANY AS AN ADDITIONAL INSURED WITH A CROSS LIABILITY CLAUSE (SEVERABILITY OF INTEREST). SUCH INSURANCE SHALL INCLUDE: (A) COMPREHENSIVE -GENERAL AND PROFESSIONAL LIABILITY INSURANCE COVERING SUBCONTRACTOR'S CONTAINMENT LIABILITY, COMPLETED OPERATIONS AND PRODUCT LIABILITY, CONTRACTUAL LIABILITY, AND IF REQUESTED BY COMPANY, LIABILITY ARISING FROM EX- PLOSION, COLLAPSE OR UNDERGROUND PROPERTY DAMAGE, ALL WITH A MINIMUM COMBINED SINGLE LIMIT OF $1,000,000 EACH OCC- URRENCE (OR THE EQUIVALENT) BODILY INJURY AND PROPERTY DAMAGE AND, (B) COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE COVERING ALL OWNED, HIRED, OR OTHERWISE OPERATED NON -OWNED VEHICLES WITH A MINIMUM COMBINED SINGLE LIMIT Of $1,000,000 EACH OCCURRENCE (OR THE EQUIVALENT) FOR BODILY INJURY AND PRO- PERTY DAMAGE AND, (C) (1) WORKERS' COMPENSATION INSURANCE AS REQUIRED BY LAW, COVERING ALL STATES OF OPERATION, AND, (11) EMPLOYERS' LIABILITY INSURANCE WITH A MINIMUM LIMIT OF $100,000 EACH OCCURRENCE. COMPANY SHALL HAVE THE RIGHT TO REQUIRE CONTRACTOR TO CHANGE THE MINIMUM LIMITS OF SUCH COVERAGE. SUBROGATION AGAINST COMPANY SHALL BE WAIVED AS RESPECTS WORKERS! COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE, EXCEPT IN MATTERS SHOWN BY FINAL JUDGEMENT TO HAVE BEEN CAUSED BY THE SOLE NEGLI- GENCE OF THE COMPANY. THE INSURANCE REQUIRED UNDER PARAGRAPH (*). FURTHER. THE INSURANCE TO BE CARRIED SHALL BE IN NO WAY LIMITED BY ANY LIMITATION EXPRESSED IN PARAGRAPH (*) OF THE GENERAL CONTRACT TERMS AND CONDITIONS, NOT ANY LIMITATION PLACED ON THE INDEMNITY THEREIN GIVEN AS A MATTER OF LAW. EXTRA WORK AND CONTRACT SUPPLEMENTS CHANGES AND EXTRAS SHALL BE AUTHORIZED IN WRITING. ORAL AGREEMENTS WILL NOT BE RECOGNIZED BY OWNER. INSPECTION OF WORK OWNER'S REPRESENTATIVE WILL INSPECT ALL MATERIAL AND WORKMANSHIP FURNISHED UNDER THE CONTRACT. IF, IN HIS OPINION, ANY PART IS UNSATISFACTORY, THE CONTRACTOR SHALL REPLACE OR CORRECT IT AT CONTRACTOR'S EXPENSE. CLEAN-UP CONTRACTOR SHALL REMOVE FROM CONSTRUCTION SITE AND A JACENT PROPERTIES EXCESS AND WASTE MATERIAL FROM THIS WORK. FILL BOXES AND CONTAINMENT SUMPS SHALL BE CLEAN AND FREE OF EARTH. GUARANTEE OF MATERIAL AND WORKMANSHIP IF, WITHIN ONE YEAR AFTER THE DATE OF COMPLETION AND OF THIS WORK, ANY OF THE MATERIAL OR WORKMANSHIP FURNISHED BY THE CONTRACTOR SHALL PROVE DEFECTIVE, CONTRACTOR WILL, UPON RECEIPT OF OWNER'S WRITTEN REQUEST, REPLACE OR REPAIR IT AT CONTRACTOR'S EXPENSE. PERMITS BUttJtNG"PE +4.4441 : - - _ - ALL OTHER, PERM ITS NECESSARY TO COMPLETE THIS WORK SHALL BE OBTAINED BY THE CONTRACTOR. REMOVAL AND DISPOSAL OF UNDERGROUND TANKS SAFETY PRECAUTIONS (A) ALL SOURCES OF IGNITION SHALL BE AVOIDED DURING COMMODITY REMOVAL AND EXCAVATION OF TANK. (B) SMOKING, USE OF OPEN FLAME, OR USE OF TOOLS GENERATING ELECTRIC SPARKS SHALL BE PROHIBITED IN TANK AREA. (C) THE AREA ADJACENT TO THE EXCAVATION SHALL BE BARRICADED AGAINST THE ENTRANCE OF UNAUTHORIZED PERSONS. (0) COMMODITY OR MIXTURE OF COMMODITY AND WATER SHALL NOT BE DRAINED INTO A STREET, GUTTER, SEWER, OR TANK HOLE. (E) DO NOT GUESS. TEST THE ATMOSPHERE OF THE TANK FOR EXPLOSIVE RANGE WITH A "FLAMABLE VAPOR INDICATOR" TO BE CERTAIN TANK IS SAFE. PROCEDURE 1. REMOVE COMMODITY FROM ALL PRODUCT LINES VACUUM AT TURBINE AREA. NEEDLE VALVE AT DISPENSER SHEAR VALVE TO OPERATE VACCUM. OPEN 2. REMOVE ALL UNUSABLE COMMODITY FROM THE TANKS BY MEANS OF PUMP WITH SUC- TION RESTING ON BOTTOM OF TANK. RINSE TANKS WITH WATER USING HIGH PRES- SURE NOZZLE AT TWO TANK OPENINGS. REMOVE WASTE WATER WITH VACUUM. SLUDGE AND WASTE WATER ARE TO BE DELIVERED TO ONE OF THE FOLLOWING IN 55 GALLON DRUMS: (A) SPENCER, (B)CROSBY/OVERTON, (C) NORTHWEST ENVIRONMENTAL SER- VICES, (D) PACIFIC COAST ENVIRONMENTAL, OR (E) ANY OTHER CONTRACTOR APPROVED IN WRITING BY OWNER'S ENGINEER. CONTRACTORS BID SHOULD INCLUDE AN ALLOWANCE OF FOUR 55 GALLON DRUMS OF SLUDGE. CONTRACTOR IS TO FURNISH OWNER WITH A CERTIFICATE AS TO THE DISPOSITION OF THIS WASTE MATERIAL. 3. REMOVE FLAMMABLE VAPORS FROM TANKS BY ONE OF THE FOLLOWING ALTERNATE METHODS: (A) ADD SOLID CARBON DIOXIDE (DRY ICE) IN THE AMOUNT OF 2 LBS. PER 100 GALLONS OF TANK CAPACITY. THE DRY ICE SHOULD BE CRUSHED AND DIS- TRIBUTED EVENLY OVER THE GREATEST POSSIBLE AREA TO SECURE RAPID EVAPORATION. AVOID SKIN CONTACT WITH DRY ICE BECAUSE IT MAY PRO- DUCE BURNS. AS THE DRY ICE VAPORIZES, FLAMMABLE VAPORS WILL FLOW OUT OF THE TANKS AND MAY SURROUND THE AREA. HENCE, OBSERVE ALL NORMAL SAFETY PRECAUTIONS REGARDING FLAMMABLE VAPORS. MAKE SURE THAT ALL OF THE DRY ICE HAS VAPORIZED. (B) VENTILATE THE TANK WITH AIR, USING A SMALL GAS EXHAUSTER OPERATED WITH COMPRESSED AIR (FROM THE SERVICE STATION OR FROM A PORTABLE COMPRESSOR) OR BY OTHER SUITABLE MEANS. THE FLOW OF AIR IN THROUGH AN OPENING NEAR ONE END OF THE TANK AND THE DISCHARGE OF THE VAPOR - AIR MIXTURE OUT OF AN OPENING NEAR THE OPPOSITE END WILL QUICKLY REMOVE THE VAPOR. THE VAPOR CONCENTRATION IN THE TANK CAN BE CHECKED WITH A COMBUSTIBLE GAS INDICATOR TO DETERMINE WHEN THE TANK IS GAS - FREE. WHILE THE TANK IS BEING VENTILATED, FLAMMABLE VAPOR MAY FLOW INTO THE SUROUNDING ATMOSPHERE. IGNITION SOURCES SHOULD BE ELIMINATED FROM THE IMMEDIATE VICINTY. 4. PLUG OR CAP ALL. HOLES (PROVIDING A 1/6" VENT HOLE IN ONE PLUG TO ACCOMODATE PRESSURE DIFFERENTIAL CAUSED BY TEMPERATURE CHANGE), COMPLETE EXCAVATION AND REMOVE TANK FROM HOLE. LOAD THE TANK WITH THE VENT HOLE UP, AFFIX LEAD WARNING DECAL TO EACH END, AND SPRAY PAINT THE WORDS "EMPTY/INERT" ON EACH TANK. 5. TANKS ARE TO BE DELIVERED TO ONE OF THOSE CONTRACTORS LISTED IN PARAGRAPH 2 ABOVE. AFTER SUCH DELIVERY, ENDS OF TANKS ARE TO BE OPENED FOR FINAL INSPEC- TION AND ANY FURTHER CLEANING THAT MAY BE NECESSARY. GENERAL CONTRACTOR IS TO FURNISH OWNER WITH A CERTIFICATE FROM THE DISPOSITION CONTRACTOR THAT TANKS ARE "CLEAN". 6. TANKS ARE TO BE DELIVERED FOR SCRAP TO EITHER SNITZER (IN OREGON) OR SEATTLE IRON METAL (IN WASHINGTON); ANO OWNER IS TO BE PROVIDED WITH ANOTHER CERTIFI- CATION OF THE ACTUAL DELIVERY. ANY OTHER METHOD OF DISPOSAL MUST BE APPROVED BY OWNER. HAZARDOUS WASTE DISPOSAL WHENEVER IT IS NECESSARY TO DISPOSE OF HAZARDOUS WASTES, CONTRACTOR WILL ADHERE RIGIDLY TO THE FOLLOWING SPECIFICATIONS: (A) OVER 220 LBS. OF HAZARDOUS WASTE MATERIAL: CONTRACTOR WILL NOTIFY THE OWNER'S CONSTRUCTION REPRESENTATIVE OF THE QUANTITIES OF LIQUIDS AND/OR SOLIDS WASTE. OWNER WILL SECURE A HAZARDOUS WASTE GENERATORS -PERMIT AND WILL PROVIDE CONTRAC- TOR WITH SAME. CONTRACTOR WILL THEN ARRANGE TO HAVE ALL LIQUID HAZARDOUS WASTE MATERIAL DELIVERED BY AN "APPROVED EPA TRANSPORTER" TO CHEMICAL PROCES- SORS, INC., SEATTLE, WASHINGTON (PHONE 206-767-0350); AND ALL SOLID HAZARDOUS WASTE MATERIAL DELIVERED BY AN "APPROVED EPA TRANSPORTER" TO CHEMICAL WASTE MANAGEMENT FACILITIES, ARLINGTON, OREGON (PHONE 503-223-1912). (B) UNDER 220 LBS. OF HAZARDOUS WASTE MATERIAL: CONTRACTOR IS TO ARRANGE TO HAVE ALL LIQUID AND/OR SOLID HADARDOUS WASTE DELIVERED BY AN "APPROVED EPA TRANSPORTER" TO A STATE APPROVED MUNICIPAL OR INDUSTRIAL DISPOSAL FACILITY IN ACCORDANCE WITH 42 U.S.C. SECTION 6921, AND RCRA SECTION 3001 (d) (5). A CONTAMINATED SOIL SHOULD ANY CONTAMINATED SOIL BE DISCOVERED IN CONNECTION WITH THE REMOVAL OF THE OLD UNDERGROUND STORAGE TANKS AT THIS SITE, CONTRACTOR WILL IMMEDIATELY NOTIFY THE OWNER, SO ARRANGEMENTS CAN BE MADE FOR THE TREATMENT OR REMOVAL OF SUCH SOIL IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND LOCAL REGULATIONS. QI BACKFILLING OLD TANK HOLES OLD TANK HOLE WILL BE BACKFILLED AS DESCRIBED HEREIN: EXISTING UNDERGROUND STORAGE TANKS ARE TO BE GAS FREED AND DISPOSED OF IN ACCORDANCE WITH THE SPECIFI- CATIONS ELSEWHERE ON THIS SHEET. TANK HOLE IS TO BE BACKFILLED WITH SAND OR GRA- VEL AND THIS AREA COVERED WITH " CRUSHED ROCK AND " A.C. TO MEET EXISTING YARD GRADES. BACKFILL MATERIAL SHALL BE SPREAD IN LAYERS NOT EXCEEDING 6 INCHES IN THICKNESS AND SHALL HAVE A 95% COMPACTION BY ALTERNATELY WETTING AND COMPACTING WITH A PNEUMATIC TAMPER. 95% COMPACTION SHALL BE DETERMINED ACCORDING TO AASHO SPECIFICATION T-99. CONTRACTOR WILL OBTAIN AND PAY FOR TESTS CONDUCTED BY A LICENSED SOILS ENGINEER DURING BACKFILLING OPERATIONS TO INSURE THAT BACKFILL IS COMPACTED TO THE DENSITY SPECIFIED. CONTRACTOR MUST PROVIDE OWNER WITH TWO COPIES OF THE TEST REPORT BEFORE FINAL INVOICE WILL BE APPROVED BEFORE FINAL INVOICE WILL BE APPROVED FOR PAYMENT. YARD PATCH)NG WEED KILLER CASERON OR OTHER MATERIAL APPROVED BY OWNER SHALL BE SPREAD UPON THE EARTH FILL, OVER THE ENTIRE AREA TO BE PAVED PER MANUFACTURER'S RECOMMENDATIONS. THE BASE SHALL BE THOROUGHLY WETTED DOWN PRIOR TO FINAL COMPACTION. BASE CONSTRUCTION / BASE REFERS TO THE 5" OF CRUSHED ROCK DIRECTLY UNDER THE ASPHALT PAVING. BASE SHALL BE EQUAL IN QUALITY TO THE MATERIAL SUPPLIED BY THE COMMERCIAL PLANTS, SPECIFIED AS "UNTREATED ROCK SURFACING" OR "CRUSHER RUN BASE" BY THE STATE OR COUNTY DURING THE PRECEDING YEAR FOR HIGHWAY CONSTRUCTION AND TESTED FOR THAT PURPOSE, OR SHALL BE A BLEND OF COMMERCIAL ROCK PRODUCTS CONFORMING TO THE FOLLOWING GRADING: PASSING PASSING PASSING PASSING 2" SIEVE 100% 1" SIEVE 70-100% i4 SIEVE 35-55% 200 MESH SIEVE 3-11% OF THE PARTICLES RETAINED ON THE #4 SIEVE, 75% SHALL HAVE ONE FRACTURAL OR ANGULAR FACE. CERTIFICATION FROM ROCK SUPPLIER AS TO THE QUANTITY AND GRADING OF MATERIAL DELIVERED SHALL BE GIVEN TO GENERAL CONTRACTOR. THE BASE MATERIAL DELIVERED SHALL BE NOT LESS THAN 55 LBS. PER SQUARE FOOT OF PAVED AREA FOR 5" COMPACTED THICKNESS. THE FINISHED BASE THROUGHOUT THE AREA TO BE PAVED SHALL BE FIRM AND UNYIELDING AND SHALL SUSTAIN A MOVING LOADED TRUCK HAVING A COMPRESSION WEIGHT OF AT LEAST 700 LBS. PER INCH OF TIRE WIDTH WITHOUT SHOWING APPRECIABLE WHEEL MARKS OR MOVEMENT OF THE AGGREGATE PARTICLES. FINISHED BASE SURFACE SHALL BE SMOOTH AND EVEN AND SHALL NOT VARY MORE THAN }" PLUS OR MINUS FROM THE TRUE TOP ELEVATION OF BASE. ASPHALT PAVING AN ASPHALT SURFACE SHALL BE CONSTRUCTED BY APPLYING A MINIMUM OF 25 LBS. OF ASPHALTIC CONCRETE TO EACH SQUARE FOOT OF PREPARED BASE. ASPHALT CONCRETE WILL THEN BE COMPACTED TO A MINIMUM OF 2" THICKNESS WITH A TANDEM ROLLER WEIGHING NOT LESS THAN EIGHT TONS. APPROVAL SHALL BE OBTAINED FOR USE OF A LIGHTER ROLLER IN RESTRICTED AREAS. A PNEUMATIC TAMPER SHALL BE ON THE SITE FOR USE IN COMPACTING AREAS INACCESSIBLE TO THE ROLLER. THE ASPHALTIC CONCRETE SHALL BE PREPARED, PLACED, AND COMPACTED IN KEEPING WITH THE SPIRIT OF THE STANDARD SPECIFICATIONS FOR STATE HIGHWAY ASPHALTIC CONCRETE CONSTRUCTION OF THE STATE OF WASHINGTON. MATERIALS COMPOSING THE DRY MIX SHALL BE COMBINED AS FOLLOWS: WEIGHT'PASSING #" SCREEN - 100% WEIGHT PASSING /30 SCREEN - 20-35% 3/8" SCREEN - 85-100% /100 SCREEN - 8-13% /4 SCREEN - 55-70% t /200 SCREEN - 3-10% /8 SCREEN - 40-55% TO THE DRY MIXTURE SHALL BE ADDED 85-100 PENETRATION PAVING ASPHALT IN THE AMOUNT OF 6% TO 8%. CONSENT TO USE ANY OTHER GRADE ASPHALT, BELOW 100 PENETRA- TION, MUST BE OBTAINED FROM OWNER'S REPRESENTATIVE. BEFORE PLACING PAVING MIXTURE, ALL VERTICAL SURFACES OF CONCRETE WHICH PAVEMENT WILL ABUT SHALL BE COATED WITH AN ASPHALTIC BINDER OF THE SAME TYPE AS USED IN THE MIX. PAVING MIXTURE SHALL BE SPREAD ON THE BASE TO A UNIFORM DEPTH, EVENLY AND UNIFORMLY DISTRIBUTED AND STRUCK OFF SO THE SURFACE, AFTER ROLLING, WILL BE OF UNIFORM TEXTURE AND APPEARANCE. FINISHED PAVING SHALL NOT VARY MORE THAN 1/4" FROM FINISHED ELEVATIONS. IT IS INTENDED THAT THE ENTIRE FINISHED YARD SHALL SLOPE NOT LESS THAT 3/16" TO ONE FOOT IN THE DIRECTION OF THE DRAIN OFF POINTS. IF NOT, GENERAL CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE BEFORE PAVEMENT IS LAID SO THAT SUITABLE CHANGES CAN BE MADE. DELIVERY TICKETS COPIES Of ALL DELIVERY TICKETS SHALL BE SUBMITTED BY GENERAL CONTRACTOR FOR VERIFICATION OF QUANTITIES OF ASPHALTIC CONCRETE LAID PER SQUARE FOOT. ) EQUIPMENT TO BE FURNISHED BY OWNER THE OWNER WILL SUPPLY AND DELIVER TO THE CUSTODY OF THE GENERAL CONTRACTOR THE FOLLOWING ITEMS. THEY SHALL BE PROTECTED, INSTALLED, OR PLACED IN POSI- TIONS DESIGNATED ON THE DRAWINGS AND MADE READY FOR USE BY THE GENERAL CONTRACTOR. ALL OTHER EQUIPMENT NOT ON THIS LIST IS TO BE FURNISHED BY THE GENERAL CONTRACTOR. 2 - 10,000 c LLo J SIJ&LE WALL FI6Ep&LLp�5 HAMJw' - Iz,000 &ALLoIJ siNI&LE WALL F-I6E &LA.ss o/w t4AMJvWA`( 3 -15/4 I-J.P (L D J'.cKET s(J13M4IErsIaLE (' JH -' 3 - (ZED JAC-rET X a LEAK- DETEC-Fog_ A &ENIEpAL sPEoFIATIo►J6 I5 0(a 0 PAGI FiL 1-114-I(NA'( 3bUTI-I TU ILA, V 3 IIJ&TOLI DATE' 11 • 14- • 90 DRAWN SCALE: REVISED. vlot\JEIS C,ONIVENIC-f•IGE 5TogE RNC. H. E. SCHM I DT, INC. Consulting Engineers 10335 Main Street Bellevue, WA 98004 (206)455-9770 OF EARTHWORK GENERAL' IyE EXCAVATING AND TRENCHING FOR UNDERGROUND STORAGE TANKS; UNDERGROUND PIPEWORK, PLUMBING AND ELECTRICAL; FOUNDATIONS AND SLABS; TOGETHER WITH BACKFILLING, COMPACTING, AND DISPOSAL OF EXCESS EARTH ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR. STEEL AND COMPOS SINGLE AND DOUBLE UNLESS OTHERWISE SP FINISHED YARD GRADE. SAND AND SURROUNDED ON E UNDERGROUND LL TANKS ORAGE TAN NSTALLATIONS WET AND ROD SAND UNTI NSTALLED, INSPECTE L BE PLACED IN EVENT FUTU NDED WIT ENT. TO COMP REQU AFTER TAN FOR PER.. TEST t : ST IT I AND TES IX (6) INCH SETTLEMENT. T A DOUBLE WALL TANK NKS SHALL BE INST LED THRE SHALL BE SET ON A FIR BASE sF SIDES BY A MINIMUM THIC S: OF THOROUGHLY COMPACTED. , COMPLETE THE BA AYERS. EACH L NEED FOR P ND ALL ARE DELIVERED TO SITE, TA G THE 35,000 VOLT HOLID TE TNESSED BY OWNER OR IS REPR AF FILLIN R SHALL B PER BACKFILL NCERNED ARE FOREW (3) FEET BELOW 12" THICK COMPACTED 12" OF CLEAN SAND. PIPING HAS BEEN ITH SAND. BACKFILL UDDLED AND TAMP D COMPACTION NED OF T ANUFACTURER OR SUPPLIER IS AND REPAIR ANY HOLIDA ENTATIVE. RACTOR SHALL E TANKS IN THE GAUGE ACCURATELY CAL MERCURY MANOMETER GAUG INSTALLED IN THE VENT 0 ,,PRESSURE TESTING SHAL KS UNDER PRESSU URE, TANK M G PROCEDU ESSURE TEST •NKS ON THE J0: E. PRESS •E TESTING SHALL B RATED OR PRESSURES RANGING PRESSURE RELIEF SYSTEM ING OF ALL TANKS PRIOR TO P S SHOWN ON DETAIL SHEETS SPONSIBLE D COVERED. SITE BE DONE OM T PR TEST INSTALLA NATIVE SO UNIFORM SHOULD N FACTURER MUS MAY VARY WITH OF FILL CONTAINING GRASS OR ROOTS RMANENT COMPACTION SHAL FORE ' D AFTER SETTI WIT EITHER A 10 P.S. 0 0 P.S.I. OR ELSE A 6 P.S.I. IS TO BE SSURIZING THE TANKS. BE LEFT UNATTEN' •. IF TA BE NOTIFIED y PROVIDE REPLA L AL ORDIN ' ES. (S) WILL NOT HOLD MENT TANK. OTHER MATERIAL WHICH IS UNS EMOVED FROM THE SITE. TERIALS I''ORTED AS FILL SH)tL CONFO HALL BE SO GR IED THAT NO LUMPS OR ROCKS IR LCNG FACE, 1 SHALL HAVVA SAND EQUIVALEN INED BY PRESCRIBED STS, AJ SHALL BE SO PLACE LESS THAN 90% COMPACT1► IS'MAINTAINED UNIFORMLY T BE IN PLACE WITH MOISTUR 'CONTENT OF PLUS OR MINUS AN "R" VALUE OF LESS TITAN WILL BE PERMITTED AS TO THE FOLLOWING ALL 8E GREATE OF NOT LE THAT A OUG FIBERGLASS TANK INSTALLATION REFER TO SPECIFICATIONS ON SHEET 5 . GENERAL PIPING SPECIFICATIONS TABLE FOR CIFICATI HAN 4" ALONG THAN 18 AS DETE LATIVE DENSITY OF N UT THE AREA, AND SHALL PTIMUM. NO MATERIAL WITH :• •R. MATERIAL. - -- MATERIAL CONTRACTOR SHALL NOT DEVIATE FROM MATERIALS OR PRODUCTS SPECIFIED UNLESS THROUGH MUTUAL AGREEMENT WITH OWNER'S REPRESENTATIVE. SUBSTITUTE MATERIALS SHALL BE DESCRIBED, SPECIFYING ANY DIFFERENCE IN COST. ONLY NEW MATERIALS SHALL BE USED. TANK FILL ASSEMBLY THE CONTRACTOR SHALL ATTACH TO THE TAG LUG IN EACH TANK FILL BOX A METAL COMMOD--- ITY TAG (BRAND NAME OF PETROLEUM PRODUCT CONTAINED) AND A METAL CAPACITY TAG. PIPING PIPEWORK OVER TANKS OR UNDER BUILDING FLOORS SHALL BE AVOIDED. PIPE UNDER CONCRETE SLABS SHALL BE LIMITED TO THE MINIMUM REOUIRED TO REACH DISPENSERS. STREET ELLS AND THREAD NIPPLES SHALL NOT BE USED. PIPELINES SHALL BE PLACED IN STRAIGHT RUNS, USING PIPE FITTINGS AS REOUIRED. PIPELINES SHALL BE BURIED 18" BELOW FINISHED YARD GRADE. STEEL PIPELINES SHALL BE BURIED SEPARATE FROM COPPER PIPELINES. HORIZONTAL VENT LINES SHALL BE GRADED UNIFORMLY UPWARD FROM TANKS AT If" PER LINEAR FOOT MINIMUM, WITHOUT TRAPS, THUS PERMITTING LIQUID TO DRAIN INTO TANKS. VERTICAL LINES PLACED AGAINST EXTERIOR WALL OF BUILDING SHALL BE SPACED AS SHOWN AND SECURELY ATTACHED TO WALL. VERTICAL LINES AT BUILDING SHALL TERMINATE 1'-6" ABOVE PARAPET OR EAVE WITHOUT VENT CAP OR OTHER FITTING. VERTICAL LINES LOCATED IN YARD SHALL BE SUPPORTED PER DETAILS AND SHALL TERMINATE AT 12'-0" MIN. ABOVE FINISHED YARD GRADE. SPECIAL CARE SHALL BE TAKEN TO PREVENT THE INTERMIXING OF STONES, DIRT CLODS, OR OTHER DEBRIS WITH THE CLEAN BACKFILL SAND AROUND THE PIPE, WRAPPED SWING JOINTS AND/OR FLEXIBLE CONNECTORS. GALVANIZED PIPE AND FITTING SPECIFICATION PIPE ALL PIPING SHALL BE MINIMUM SCHEDULE 40 WELDED OR SEAMLESS STEEL PIPE PER ASTM A 53 SPECIFICATION. GALVANIZED PIPE SHALL BE HOT -DIPPED, ZINC - COATED IN ACCORDANCE WITH SPECIFICATION ASTM A 120. FITTINGS ALL SCREWED FITTINGS SHALL BE GALVANIZED 300LB. MALLEABLE IRON PER SPECIFICATION ASTM A 197 AND DIMENSIONAL STANDARD ASA B 16-20. CONTRACTOR SHALL TIGHTLY WRAP ALL UNDERGROUND GALVANIZED PRODUCT PIPING INCLUDING EXPOSED THREADS, UNIONS, AND FLEXCONNECTIONS AND/OR SWING JOINTS ON DISPENSERS, TURBINE PUMPS, RISERS, AND VENT LINES. APPLY TWO (2) LAYERS OF 1 -INCH WIDE CORROSION PROTECTION TAPE (POLYKEN 940 OR SCOTCHWRAP 50). EACH LAYER SHALL BE SPIRAL WRAPPED WITH A }-INCH OVERLAP. AT CONNECTIONS BETWEEN GALVANIZED AND FIBERGLASS PIPE, TAPE SHALL EXTEND 2 -INCHES ONTO FIBERGLASS PIPE. TAPE SHALL BE CARRIED UP TO THE BASE OF THE IMPACT VALVE AT DISPENSERS AND UP TO THE 2 -INCH GALVANIZED COUPLING AT VENT LINES. THREADS SHALL BE CLEAN, FULL LENGTH, COATED WITH PETROLEUM RESISTANT THREAD LUBRICANT (PERMATEX #2 OR EQUAL), THEN TIGHTENED TO REFUSAL. NOTE: STEEL PIPE AND FITTINGS WILL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON DETAIL SHEETS. ALL OTHER PETROLEUM PIPING AND FITTINGS SHALL BE AMERON OR RED THREAD II WITH UNDERWRITERS LABEL. FIBERGLASS REINFORCED EPDXY PIPING SYSTEM MATERIALS ALL PIPING AND FITTINGS SHALL BE AMERON OR A. 0. SMITH (RED THREAD II) PIPE WITH UNDERWRITERS LABEL. RED THREAD PIPING AND FITTINGS ARE NOT INTERCHANGEABLE WITH AMERON. DO NOT MIX MANUFACTURERS. IT IS SUGGESTED THE CONTRACTOR BE FAMILIAR WITH THE CURRENT CIBA AND RED THREAD II INSTALLATION MANUALS, AND OTHER MANUFACTURERS BULLETINS AND LITERATURE PER- TAINING TO FIBERGLASS REINFORCED PIPE. CONTRACTOR SHALL STRICTLY ADHERE TO MANUFACTURERS RECOMMENDED PROCEDURES FOR INSTALLATION. INSTALLATION PROCEDURE REFER TO CIBA AND RED THREAD II INSTALLATION SPECIFICATIONS. NO DEVIATION FROM THESE SPECIFICATIONS IS ALLOWED WITHOUT APPROVAL OF PROJECT ENGINEER. CAUTION: BY REFERRING TO UNDERGROUND MECHANICAL DRAWING, CONTRACTOR SHALL PERMIT NO STAKES TO BE DRIVEN IN THE VICINITY OF ANY FIBERGLASS UNDERGROUND PIPING INSTALLATION. HANDLING AND STORAGE RED THREAD II PIPE IS PACKAGED IN COMPACT BUNDLES OF SIX OR EIGHT 30 -FOOT LENGTHS. CIBA PIPE IS PACKAGED IN BUNDLES OF FIVE 20 -FOOT LENGTHS. BOTH ARE EASILY CUT USING AN ORDINARY HACKSAW WITH FINE-TOOTH BLADE. THE CUT SHOULD BE SOUARE. BUNDLES OF FIBERGLASS PIPE CAN BE SAFELY STORED ON LEVEL GROUND OR ON RACKS WITH 10 -FOOT (OR LESS) SUPPORT SPACING. REASONABLE CARE SHOULD BE USED IN HANDLING FIBERGLASS PIPE. IT SHOULD NOT BE DROPPED OR THROWN ON THE GROUND, OR SHOULD STONES OR OTHER HEAVY OBJECTS BE DROPPED ON IT. TAPERING PIPE WHEN FIBERGLASS PIPE IS CUT TO LENGTH ON THE JOB SITE, THE CUT END MUST BE RETAPERED. THE PATENTED FIELD TAPERING TOOL IS USED FOR THIS PURPOSE. ADAPTABLE TO TWO, THREE, AND FOUR INCH PIPE, THE TOOL QUICKLY REAPPLIES THE PROPER TAPER/BY A SHAVING OPERA- TION SIMILAR TO THAT OF A PENCIL SHARPENER. A STRAP WRENCH CAN BE USED WITH THE TOOL FOR HOLDING THE PIPE WHILE TAPERING. A VISE MAY ALSO BE USED FOR HOLDING. THE PIPE SHOULD BE FIRST WRAPPED WITH A PROTECTIVE MATERIAL TO AVOID GOUGING. FOR PROPER TAPERING, CAREFULLY FOLLOW THE OPERATING INSTRUCTIONS INCLUDED IN THE KIT. POWER PIPE -THREADING MACHINES MAY BE USED IN THE TAPERING OPERATION FOR FIBERGLASS PIPE. FOLLOWING IS A GENERAL PROCEDURE FOR DOING THIS: 1. WRAP A PROTECTIVE MATERIAL; SUCH AS EMERY CLOTH, RUBBER, OR HEAVY CLOTH (CANVAS, ETC.,); AROUND THE PIPE WHERE THE STEEL VISE JAWS WILL ENGAGE. 2. POSITION THE PIPE SO THAT 14 -INCHES OF PIPE EXTEND FROM THE VISE JAWS THEN TIGHTEN THE JAWS UNTIL SNUG. 3. INSERT THE TAPERING TOOL MANDREL INTO THE PIPE. 4. WHEN TAPERING THE PIPE, OPERATE THE POWERED PIPE -THREADING MACHINE IN THE "REVERSE" DIRECTION ONLY. 5. AT THE START, TAKE A LIGHT CUT, THEN GRADUALLY INCREASE THE FEED RATE. 6. A TAPER LENGTH OF 11" MINIMUM IS NECESSARY. FLEXIBLE CONNECTORS ALL UNDERGROUND FLEXIBLE CONNECTORS IN CONTACT WITH SOIL (WITH THE EXCEPTION OF VENT LINE CONNECTIONS) ARE TO BE TIGHTLY ENVELOPED IN A ISOLATION JACKET OR BE SUPPLIED WITH SACRAFICIAL-ANODES. TESTING PETROLEUM PRODUCTS FOR TESTING EQUIPMENT 24 HOURS BEFORE CONTRACTOR REQUIRES DELIVERY OF PETROLEUM PRODUCTS FOR TESTING EQUIPMENT OR FOR BALLASTING TANKS, HE SHALL REQUEST THE OWNER'S REPRESENTATIVE TO ARRANGE FOR IT. IMMEDIATELY AFTER DELIVERY, THE CONTRACTOR AND OWNER'S REPRE- SENTATIVE SHALL TOGETHER ACCURATELY GAUGE THE PETROLEUM PRODUCT WITH A GAUGE STICK AND MAKE A RECORD ON THE GASOLINE "PURCHASE AND SALE ROUTE SHEET", FORM #3-6H52. UPON COMPLETION AND ACCEPTANCE OF CONSTRUCTION WORK BY THE OWNER'S REPRESENTATIVE, THE CONTRACTOR SHALL REPEAT THE AFORE DESCRIBED GAUGING PROCE- DURE AND RECORD FOR COMPARISION WITH THE FIRST GAUGES. TESTING PRODUCT PIPE SYSTEMS OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF TEST. PIPE SHALL BE AIR TESTED BEFORE, DURING AND AFTER BACKFILLING. A SOAP SOLUTION SHALL BE APPLIED TO ALL FITTINGS DURING TEST BEFORE BACKFILLING. CONTRACTOR SHALL COMPLETE TESTS AT THE TIME DESIGNATED. EACH PIPE SYSTEM, PRODUCT PIPING, VAPOR RETURN PIPING AND VENT PIPING, SHALL PRESSURIZED TO 75 P.S.I. AND MAINTAINED AT THAT PRESSURE FOR 15 MINUTES BEFORE BACKFILLING, DURING BACKFILLING, AND REMAIN PRES- SURIZED UNTIL ALL CONSTRUCTION IS COMPLETED. IF NO PERCEPTIBLE CHANGE IN PRESSURE HAS OCCURED AT THE END OF THE TEST PERIOD, THE SYSTEM SHALL BE CONSIDERED INITIALLY ACCEPTABLE. PERCEPTIBLE WATER IN TANKS AND CONTAINMENT AREAS SHALL BE REMOVED BY THE CONTRACTOR. IF DOUBLE WALL PIPE IS USED THE SECONDARY PIPE IS TO BE PRESSURE TESTED AT 5 P.S.I. FOR 15 MINUTES, BEFORE BACKFILLING, AND 15 MINUTES AFTER BACKFILLING. GASOLINE DISPENSERS (DIESEL ALSO) AS SPECIFIED ON GENERAL ARRANGEMENT DRAWING, CONTRACTOR SHALL SECURELY LEVEL AND ANCHOR EACH DISPENSER TO CONCRETE ISLAND. CORE HOLES SHALL BE FILLED WITH CLEAN SAND TO 2 INCHES BELOW THE IMPACT VALVE ACTUATOR LEVER AFTER DISPENSERS ARE INSTALLED. PADLOCK ALL DISPENSER NOZZLES AND ALLOW DISPENSER SHIPPING CARTON OR CRATING TO REMAIN OVER DISPENSERS FOR PROTECTION AFTER INSTALLATION. DISPENSER TESTS DISPENSER METERS SHALL BE ADJUSTED AS NEAR AS POSSIBLE TO ZERO ERROR. ADVISE OWNER'S REPRESENTATIVE OF ANY METER THAT CANNOT BE HELD TO PLUS -OR -MINUS 31 CUBIC INCHES OF TOLERANCE IN A 5 -GALLON MEASURE, FOR REPAIR UNDER MANUFACTURER'S WARRANTY. TESTS WILL BE MADE ACCORDING TO METHODS PRESCRIBED BY DEPARTMENT OF WEIGHTS AND MEASURES. COST OF PUMP OPERATING LICENSE SHALL BE PAID FOR BY OTHERS. CONTAINMENT SUMPS ALL CONTAINMENT SUMPS ARE TO BE GIVEN A STATIC WATER TEST PRIOR TO SERVICE. TANKS SUBSEQUENT TO COMPLETION OF THE TANK INSTALLATION AND PRIOR TO REOPENING THE STATION, A PRECISION TANK AND PIPING SYSTEM LEAK TEST MAY BE PERFORMED AT THE DIS- CRETION OF THE RESPONSIBLE PROJECT ENGINEER. CONTRACTOR TO INCLUDE THE COST FOR PERFORMING THESE TESTS IN THE CONTRACT BIDS, IF REQUIRED BY LOCAL AGENCIES. CONCRETE WORK CONCRETE MIX CONCRETE MIXED ON JOB SITE SHALL BE MACHINE MIXED IN THE FOLLOWING DRY MEASURED AND COMPACTED PROPORTIONS TO PRODUCE A 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI: 1 PART PORTLAND CEMENT (5 SACKS PER CU. YD. MINIMUM) 2/ PARTS CONCRETE SAND 3} PARTS 1" MAXIMUM CRUSHED ROCK OR GRAVEL (UNLESS OTHERWISE NOTED ON STRUCTURAL SPECIFICATIONS) WATER CONTENT SHALL NOT EXCEED 64 GALLONS FOR EACH SACK OF CEMENT. REINFORCING TANK HOLD DOWN SLABS SHALL BE REINFORCED WITH #4 BARS @ 12" 0.C. EACH WAY. (UNLESS OTHERWISE NOTED ON THE PLANS). SEE STRUCTURAL DRAWINGS FOR OTHER REINFORCING REQUIREMENTS. ALL REINFORCING STEEL SHALL CONFORM TO ASTM SPECIFICATIONS. PLACING CONCRETE ALL SLABS SHALL BE CONSTRUCTED ACCORDING TO DETAILS AND THICKNESSES SHOWN ON THE PLANS. IF FILL GROUND IS ENCOUNTERED OR THE SOIL IS UNABLE TO WITHSTAND THE LOAD, CONTRACTOR SHALL EXCAVATE SUFFICIENTLY TO REST THE FOUNDATIONS ON FIRM UNDISTURBED SOIL OR SHALL CONSULT OWNER'S REPRESENTA- TIVE CONCERNING A SUITABLE ALTERNATE. ALL FORMS AND EARTH SHALL BE MOISTENED AND WET DOWN BEFORE POURING CONCRETE. CONCRETE SHALL BE POURED MONOLITHIC IN THE INDIVIDUALLY FORMED AREAS. FORMS SHALL BE COMPLETELY FILLED AND SCREEDED TO GRADE SPECIFIED PLUS OR MINUS #". TAMPING, RODDING, OR VIBRATING IS RECOMMENDED TO INSURE MAXIMUM DENSITY. CONCRETE MIX FOR WORK ON PUBLIC PROPERTY C ORM-- N-444C—ABS r r. rn l r. r r. w hn.l r r 1 L l 1 n r 1 1 c rn FINISHING tNE-+I tR 8Fd00M, SURFACES OF C9 4G ETE FLOOR, ALL SLABS CABS•, SHALL BE WOOD FLOATED, THEN STEEL TROWELED. THE SURFACE SHALL THEN BE GIVEN A MEDIUM NON-SKID TEXTURE BY STROKING WITH A CLEAN FINE HAIR BROOM. CURING A.C. HORN CLEAR SEAL (OR EQUAL) CURING AND HARDNER SHALL BE FLOOD COATED UNI- FORMLY OVER ALL CONCRETE -FLOORS; ISLANDS AND iBLAND fRIVC,SLABS IMMEDIATELY AFTER INITIAL SET. APPLICATION BY HUDSON SPRAYER IS RECOMMENDED. ELECTRICAL SERVICE FACILITIES - GENERAL CONTRACTOR WILL MODIFY EXISTING PANEL BOARD AS NECESSARY & WILL PROVIDE ALL NECESSARY CONDUIT a WIRING FROM PANEL BOARD TO TURBINE PUMPS, TANK GAUGES & MONITORS . - WiLFPH01•tE,. CONDUITS CONDUIT MATERIAL SHALL CONFORM TO THE FOLLOWING SCHEDULE: WINOS -AND^ -i W 1. BELOW GROUND - CONDUIT SHALL BE PVC SCHEDULE 40 NOT LESS THAN 3/4" I.D. AND LAID A MINIMUM OF 24" BELOW GRADE. ALL TRANSITION CONDUIT RISERS SHALL BE WRAPPED GALVANIZED CONDUIT TO A MINIMUM DEPTH OF 24" BELOW GRADE. 2. ABOVE GROUND AND OUTSIDE THE BUILDING - CONDUIT SHALL BE HOT -DIPPED GALVAN- IZED RIGID STEEL CONDUIT CONFORMING TO ANSI STANDARD 80.1. 3. INSIDE THE BUILDING - CONDUIT NOT CONCEALED SHALL BE HOT -DIPPED GALVANIZED EMT CONFORMING TO ANSI STANDARD C80.3. FLEXIBLE CONDUIT MAY BE USED FOR ATTACHING LIGHTING FIXTURES IN CONCEALED LOCATIONS. FITTINGS SHALL BE CONSISTENT AND COMPATIBLE WITH RELATED RACEWAY MATERIAL. EMT CONNECTORS SHALL BE PRESSURE -GLAND TYPE. JAMB NUTS, WASHERS, AND GASKETS SHALL BE USED ON BOTH SIDES OF ROOF SHEETS WHEREVER CONDUIT PROJECTS THROUGH. E -- - -- ARGE: THE CONDUIT SYSTEM AND ALL CONDUCTING WIRE ENCLOSURES SHALL BE SECURELY BONDED TOGETHER. WIRES AND CABLES WIRING INSIDE OF BUILDING AND ABOVE GROUND SHALL BE TYPE THHN. WIRING IN CONDUIT UNDERGROUND OR IN DAMP LOCATIONS SHALL BE TYPE THHN. THE MINIMUM SIZE CONDUCTOR SHALL BE NO. 12 GAUGE AND MAY BE STRANDED OR SOLID; NO. 6 GAUGE AND LARGER SHALL BE STRANDED. ALL WIRING IN CONTINUOUS FLUORESCENT FIXTURES SHALL BE TYPE "AVA". ALL CONDUCTORS SHALL BE COPPER. RACEWAYS SHALL BE COMPLETE AND PERMANENTLY IN PLACE BEFORE INSTALLATION OF CON- DUCTORS. CONDUCTORS SHALL BE CLEAN WHEN INSTALLED. ALL CONDUCTORS SHALL BE CON- TINUOUS AND WITHOUT SPLICES BETWEEN JUNCTION BOXES. WHERE SPLICES ARE MADE, THE INSULATION COLOR OF EACH ELECTRICAL CIRCUIT SHALL BE CONTINUOUS THROUGH ITS LENGTH. CONDULETS GALVANIZED THREADED CONDULETS OF THE "TWO -SCREW" COVER AND GASKET TYPE SHALL BE USED AT CONDUIT JUNCTIONS ABOVE GROUND, NOT EXPOSED TO WEATHER. GASKETS SHALL BE VELLUMOID. CONDUITS FOR FLOODLIGHT POLES AND CANOPY COLUMNS SHALL BE CROUSE - HINDS FSSA-2 OR EQUAL. ` ( EVE* EA/CAfi t9 0�PROFIRt-YarSEAt-Oft i• THROUGH-ROOP: GROUNDING THE GROUNDING SYSTEM S L BE INSTALLED IN ACCORDANCE WITH E.1989 EDITION OF THE NATIONAL ELECTRICAL CODE. ALL MOTORS, STARTING EQUIPMENT, AND CONDUIT SYSTEMS SHALL BE GROUNDED. THE W TER SUPPLY LINES AND STEEL BUIL NG SHALL BE MADE A PART F THE GROUNDING ELECTRODE THE GROUNDING ELECTRODE CON' CTOR SHALL BE SIZED CORDING TO THE NATIONAL El CTRICAL CODE (1989), BUT S LL NOT BE SMALLER THAN #: AWG COPPER. PLUMBI WATER S VICE THE GENER L CONTRACTOR SHALL INSTALL THE WATER SHEET WATER USED BY CONTRACTOR`IURING CON FACILITY, ` ALL BE PAID FOR BY OWNER. MINIMUM DEPT OF PIPING PIPING SHALL LAID AT LEAST 12 INCHES .. L• FINISHED YARD OR FLOOR LOCATIONS WHER. FREEZING OCCURS, THE DEPT ..HALL BE AS SPECIFIED BY LOC ING ORDINANCES. BACKFILL MATERIAL TO BE C. AN SAND. TER AND ALL PIPING SHOWN ON RUCTION IF SUPPLIED THROUG THIS PIPE AND FITTINGS WATER, AND AIR PI NG SHALL BE TYPE "L" ARD COPPER SOLDER FITTI;GS AND INSTALLED U'ING 95 - USING A MANDREL AND '0 A MINIMUM RADI OF 12 I EAR ELBOWS OR TEES A ALL WALL AND F= TURE OUTL CONTRACTOR SHALL PROV °+E SUPPORTS W RE NEEDED. USE DIELECTRIC CONNECT S. E. IN L PLUMB - WN COPPER TUBING WI WROUGHT SOLDER. TUBING SH L BE BENT CHES. USING 90 D REE DROP S AND ATTACH TO ALL PANELS. HERE COPPER C. NECTS TO STEEL DRAIN LINES AND SANITARY EWER LI ES UNDER BUILD! CONCRETE SLABS SHALL BE S. -•VICE EIGHT -COATED CAST I AND SANITARY SEWERS MAY BE:CONC'ETE OR CLAY IF PERMIT TIES. AND WIT N FIVE FEET OF . A OTHER DRAIN LINES D BY. GOVERNING AUTHORI- LL PIPE, TUBING, VALVES, VE T PIPES ALL VENT LINES EXTENDING T ROUG A PIPE CHASE IN THE AT T E SAME HEIGHT FROM F. ALL VENT LINES NOT EX IN T ROOF DECK SHALL FLASHED JATERTIGHT TO THE AN FITTINGS SHALL BE NEW. PRESSUR. TESTING PIPI ALL PIPI SHALL BE T...TED TO A MINIMUM OF 15 MIN TES. IF T INITIAL PRESSUI SYSTEM SHA L BE INIT ALLY ACCEPTED. OW TRACTOR AT EAST 2 HOURS IN ADVANCE OF BE PRESENT, TONT• TOR SHALL PRECEED TO CAULKING CONTRACTOR SHAL CAULK ALL AROUND REST R IN A CLEAN AND F CK SHALL TERMINATE NDING 'HROUGH A PIPE CHASE ETAL ••s DECK. OF 150 PSY WITH AIR OR ,TER FOR A MI IMUM DOES NOT,CHANGE DURING T S TEST, TH PIPE ER'S REPRESENTATIVE SHALL °:E ADVISE BY CON - THE TEL. IF OWNER'S REPR. ENTATI CANNOT MPL TE THE TESTS IN THE M NER ¢tSCRIBED. PLUMBING FIX " RES AT WORKMANLIKE MANNER WIT CONTRACTOR ALL F URI L WAT R CLOSET S T W TER COSET (N.C. EAT (H.C.) LAVATORY LAVATORIES BETWEEN WALL A ''FIXTURES HITE COLORED CAULKING CO,•* ND. NISH AND INSTALL FI URES A . LAVATORY (H.C.) FAUCET (H.C.) LAVATORY (DROP-IN FAUCET MOP SINK FAUCET RESTROOM ACCESS RIES MANUFACTURER BOBRICK OR AF •ROVED EQUAL. - AMERICAN -AMERICAN -OLSONITE AMERICAN LSONITE ERICA D MATERIAL LISTED LOW: STAARD, #640x` 014 ST ` DARD, #2120.=:10 # 40 CLOSED FRON S ANDARD, 12108.4 95 OPEN FRONT SE STANDARD, #4300.042 W ,H F TORY MTD. HERITAGE FA r ET - AM ••I N STANDARD, 89140.013 E OR S SAL -AMER AN STANDARD, #2238.129 "H ITAGE" LAVATORY FAU'E FOR ABOVE OR EQUAL. )-AM IC STANDARD, #0492.207 EX L ATOR OR EQUAL ERICAN-..TANDARD, #2248.17. "HERIT AUCET FOABOVE OR EQUAL AMERICAN S. NDARD, #7695.' 8 "AKRON" TRAP STANDA D OR EQUAL -AMERICAN STA DARD, #834'.242 FAUCET OR ABOVE "STALLBROO "CADET" 0 EAT WITH "CADET" WITH "LEDG ' OR EQUAL EQUAL VER OR EQUAL R EQUAL VER - OOD" WALL -HUNG R EQUAL CHAIR PATIENT'S LAV. TON" COUNTERTOP E" LAVATORY TH #7798.176 AL FOR GENERAL CO RACTOR SHALL FURNISH AND "x30" MIRROR/SHELF #8-292 2430 ASTE RECEPTACLE (RECESSED #B-3942 - TOILET SEAT COVER DISPENS (RECESSED) #B-301 TOILET TISSUE DISPENSER RECESSED) 1 - SOAP DISPENERS #B-112 PACKAGE/PURSE SHELF #B-2 SANITARY NAPKIN DISPOSAL B-270 NDCRAFT HAND DRYERS # 701 115V WHITE - 36 48" GRAB BARS #B -68I37 iscxpo pac,fIci 50LITH TUKWILA. INA,3i-W6TONI 2 - DATE DRAWN- -44 SCALE NONE REVISED: b„ Dp oE5ivioN1e'5 c,i(Avet.liet\k,e PREPARED BY C.J Mason OCTOBER 1989 Consulting Engineers 10335 Moin Street Bellevue, WA 98004 (206)455-9770 FIBERGLASS UNDERGLASS UNDERGROUND STORAGE TANKS -INSTALLATION SPECIFICATIONS GENERAL THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALL- ATION OF THE FIBERGLASS UNDERGROUND STORAGE TANKS AND SHALL INSURE THAT GOOD WORKMANSHIP PRACTICES, AND CONSTRUCTION PROCEDURES ARE FOLLOWED DURING THE HANDLING AND INSTALLATION OF THE TANKS, REGARDLESS OF THE INCLUSION OR OMIS- SION OF ANY APPLICABLE SUGGESTION IN THESE INSTRUCTIONS. UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THESE MANUFACTURER'S INSTRUC- TIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR. MANUFACTURER'S SPECIALISTS ARE AVAILABLE FOR CONSULTATION. THE PRESENCE OF A MANUFACTURER OR OBSERVER AT AN INSTALLATION SITE DOES NOT RELIEVE THE CONTRACTOR OF THIS RESPONSIBILITY FOR PROPER INSTALLATION OF THE TANK. QUESTIONS REGARDING INSTALLATION PROCEDURES OR TANK REPAIRS SHOULD BE DIRECTED TO OWNER'S REPRESENTATIVE. FIBERGLASS UNDERGROUND TANKS MUST BE INSTALLED ACCORDING TO THESE INSTRUCTIONS AND NFPA 30 AND 31. LOCAL CODES MAY APPLY AND SHOULD BE CONSULTED. FAILURE TO FOLLOW THESE INSTALLATION INSTRUCTIONS WILL VOID THE WARRANTY AND MAY RESULT IN TANK FAILURE. PROPER INSTALLATION OF FIBERGLASS UNDERGROUND TANKS HELPS TO PREVENT TANK DAMAGE AND TO INSURE LONG-TERM CORROSION -PROOF SERVICE. IT IS IMPERATIVE TO READ, UNDERSTAND, AND FOLLOW THE INSTRUCTIONS BELOW. FIBERGLASS UNDERGROUND TANKS REQUIRE THE BACKFILL MATERIAL TO PROVIDE AS MUCH AS 90% OF THE TANK SUPPORT UNDER CERTAIN STRESS CONDITIONS. THE INSTALLING CONTRACTOR MUST BE POSITIVE HE HAS THE CORRECT BED AND BACKFILL AND FOLLOWS THESE INSTRUCTIONS EXACTLY. 1. HANDLING CHOCK TANKS TANKS SHOULD NOT BE DROPPED, ROLLED, OR IMPACTED. CHOCK THE TANKS UNTIL READY FOR INSTALLATION AND TIE THEM DOWN IF HIGH WINDS ARE EXPECTED. USE MINIMUM }" DIAMETER NYLON OR HEMP ROPE OVER EACH TANK AND TIE TO WOODEN STAKES OF ADEQUATE SIZE TO PREVENT TANKS FROM BEING MOVED BY HIGH WINDS. LIFTING TANKS USE INSTALLATION LIFT LUG(S) TO LIFT TANK. LARGER TANKS HAVE MULTIPLE LIFT LUG(S) -- ALL MUST BE USED. GUIDE THE TANK WITH GUIDELINES. DO NOT USE CHAINS OR CABLES AROUND TANKS. IF TANKS HAVE TO BE MOVED, (DO NOT ROLL), SET ON SMOOTH GROUND, FREE OF ROCKS AND FOREIGN OBJECTS AND RECHOCK. CAPACITY OF LIFTING EQUIPMENT MUST BE CHECKED BEFORE MOVING TANKS. 2. TESTING ALL TANKS MUST BE VENTED AS TANKS ARE DESIGNED FOR OPERATION AT ATMOSPHERIC PRESSURE ONLY. PLUGS AND DROP TUBE FITTINGS ARE NOT TIGHTENED AT THE PLANT TO ALLOW FOR TEMPERATURE CHANGES DURING SHIPMENT. BEFORE INSTALLING TANKS, TIGHTEN AND SOAP FITTINGS AND PRESSURE TEST TANK AT 5 PSI FOR MINIMUM OF ONE HOUR. TEST SHOULD SHOW NO MEASURABLE LOSS OF PRES- SURE. USE PRESSURE GAUGE WITH FULL SCALE OF NOT MORE THAN 25 PSI. ISOLATE TANKS FROM PIPING WHEN PRESSURE TESTING ANY PIPING. DO NOT APPROACH ENDS OF TANKS.,OR MANWAYS THAT ARE UNDER TEST. TANKS UNDER PRESSURE SHOULD NOT BE LEFT UNATTENDED. WHILE TANK IS UNDER PRESSURE, ALL FITTINGS, SEAMS, OVERLAYS OR ANY OTHER SUSPECT AREAS SHOULD BE WETTED WITH A "SOAPY" SOLUTION TO INSPECT FOR MINOR LEAKS WHICH OTHERWISE MIGHT NOT BE EVIDENT. A GARDEN TANK -TYPE SPRAYER WITH "SEAM TEST SOLUTION" MANUFACTURERED BY WINTON PRODUCTS, CHARLOTTE, N.C., IS RECOMMENDED FOR THIS PURPOSE. AN ALTERNATE ACCEPTABLE SOLUTION WOULD BE -ONE (1) CUP OF DISHWASHING DETERGENT, SUCH AS DOVE OR IVORY LIQUID, IN A GALLON OF WATER. AFTER TANKS HAVE BEEN INSTALLED AND BACKFILL HAS BEEN COMPLETED TO TOP OF SAME, REPEAT PRESSURE TEST AS DESCRIBED ABOVE TO MAKE CERTAIN NO DAMAGE HAS BEEN SUSTAINED DURING INSTALLATION. IF DAMAGE HAS OCCURED, DO NOT ATTEMPT REPAIRS. CONTACT OWNER'S REPRESENTATIVE. 3. BED AND BACKFILL MATERIAL PROJECT ENGINEER SHALL PHYSICALLY MEASURE TANK DIAMETER DEFLECTION BEFORE AND AFTER BACKFILL, BUT BEFORE SLAB IS POURED. THE CHANGE IN DIAMETER SHALL NOT BE GREATER THAN AS LISTED INT HE FOLLOWING TABLE: DIAMETER 6' 8' 10' MAX. DEFLECTION 5/8" 1-1/4" 1-1/2" IF DEFLECTION EXCEEDS MAX. ALLOWABLE, CON- TRACTOR WILL NOTIFY OWNER'S PROJECT ENGINEER IMMEDIATELY TO OBTAIN FURTHER INSTRUCTIONS. GRAVEL FIBERGLASS STORAGE TANKS REQUIRE A NATURALLY -ROUNDED AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 3/4" IN DIAMETER WITH NO PARTICLE PASSING THROUGH A #8 SIEVE. USE THIS DESCRIPTION WHEN SPECIFYING OR ORDERING BECAUSE MATERIAL IS KNOWN BY DIFFERENT NAMES IN DIFFERENT AREAS. THIS MATERIAL IS COMMONLY CALLED PEA GRAVEL. STONE OR GRAVEL CRUSHINGS (WHEN GRAVEL AS SPECIFIED IS NOT AVAILABLE) STONE OR GRAVEL CRUSHINGS WITH ANGULAR PARTICLE SIZE NOT LESS THAN 1/8" OR MORE THAN 1/2" IN DIAMETER, WASHED AND FREE FLOWING IS ACCEPTACLE AS AN ALTERNATE MATERIAL. THIS MATERIAL MUST MEET ASTM C-33 PARAGRAPH 9.1 REQUIRE- MENTS FOR QUALITY AND SOUNDNESS AND MAY BE USED ONLY BY WRITTEN REQUEST TO OWNER'S REPRESENTATIVE. CAUTION: IN FREEZING CONDITIONS, BACKFILL MUST BE DRY AND FREE OF ICE. DO NOT USE OTHER BACKFILL MATERIALS. IN AREAS WHERE SPECIFIED MATERIALS ARE NOT AVAILABLE, CONTACT OWNER'S REPRESENTATIVE FOR INSTRUCTIONS. THE TANK WARRANTY IS AUTOMATICALLY VOIDED IF OTHER THAN APPROVED (ABOVE) BED AND BACKFILL MATERIALS ARE EMPLOYED WITHOUT PRIOR APPROVAL. 4. HOLE SIZE, BURIAL DEPTH AND COVER STABLE WALLS THOSE WHICH NORMALLY CAN BE MADE VERTICAL FROM BED TO GRADE WITHOUT USE OF SHORING OR SHEET PILING. HOLE MUST BE LARGE ENOUGH TO ALLOW A MINIMUM OF 24" BETWEEN TANKS AT RIBS AND A MINIMUM OF 24" FROM ENDS AND SIDES OF TANKS TO HOLE WALLS. UNSTABLE WALLS THOSE WITH SOILS HAVING LESS THAN 750 LBS/SQ. FT. COHESION AS CALCULATED FROM AN UNCONFINED COMPRESSION TEST, OR SOILS WITH AN ULTIMATE BEARING CAPACITY OF LESS THAN 3,500 LBS/SQ. FT. HOLE MUST BE LARGE ENOUGH TO ALLOW MINIMUM OF # THE TANK DIAMETER FROM ENDS AND SIDES OF TANKS TO HOLE WALLS. A QUALIFIED SOIL TESTING LABORATORY CAN PROVIDE DATA AND RECOMMENDATIONS. IF THERE ARE ANY QUESTIONS, CONTACT OWNER'S REPRESENTATIVE. 5. BURIAL DEPTH AND COVER HOLE DEPTH MUST BE DEEP ENOUGH TO ALLOW A MINIMUM OF 12" BACKFILL BED OVER THE HOLE BOTTOM OR CONCRETE SLAB. TANKS SHOULD HAVE A MINIMUM COVER DEPTH OF 3'-0" BELOW YARD GRADE WHICH INCLUDES A 6" MINIMUM REINFORCED CONCRETE PAD. REFER TO GENERAL ARRANGEMENT PLAN FOR ACTURAL DEPTH OF TANKS. PAD DIMENSIONS REINFORCED CONCRETE PAVING MUST EXTEND AT LEAST 2' BEYOND TANK OUTLINE IN ALL DIRECTIONS, AS A SINGLE SLAB. SLAB TO BE 6" MINIMUM THICK WITH #4 BARS AT 12" 0.C. EACH WAY. PLACE A 4-6 MIL POLYETHYLENE BARRIER OVER COMPLETED BACKFILL BEFORE POURING THE SLAB. MAXIMUM BURIAL DEPTH DEPTH OF COVER FOR TANKS OF 10' OR LESS IN DIAMETER IN BOTH TRAFFIC AND NO -TRAFFIC CONDITIONS MUST NOT EXCEED 7' OVER TANK TOP. 6. INSTALLATION PROCEDURE - DRY HOLE - FOLLWWING PROCEDURE SHOULD GOVERN IF HOLE IS DRY AND HIGH WATER TABLE IS NOT ANTICIPATED. IF FUTURE HIGH WATER CONDITIONS ARE EXPECTED, INSTALL- ATION SHOULD BE MADE IN ACCORDANCE WITH WET HOLE PROCEDURE. BED PROVIDE A MINIMUM 12" THICK PEA GRAVEL BED AT BOTTOM OF TANK HOLE. PEA GRAVEL MUST BE GRADED SMOOTH AND LEVEL TO RECEIVE TANKS. CAREFULLY PLACE TANKS ON PEA GRAVEL BED. TEST WELL PIPES AFTER HOLE IS COMPLETED, TEST WELL PIPES WILL BE INSTALLED IN ACCORDANCE WITH DETAILS AS SHOWN ON DETAIL SHEETS. TEST WELL PIPES WILL BE 4" SCH. 40 P.V.C. PIPE SLOTTED AS INDICATED, CUT TO PROPER LENGTH TO FIT TANK HOLE AND CAPPED AT EITHER END. UPPER CAP SHALL BE REMOVABLE TO PERMIT GAUGING FOR WATER AND PETROLEUM PRODUCT. BACKFILLING USE EXTREME CARE IN BACKFILLING BENEATH TANK BOTTOM, BETWEEN RIBS AND UNDER END CAPS TO PROVIDE A SOLID SUPPORT FREE OF VOIDS. A WOODEN BOARD OR SIMI- LAR DEVICE SHOULD BE USED TO PUSH THE BACKFILL UNDER THE TANK SINCE PEA GRAVEL WILL NOT FLOW INTO THIS AREA. IT IS EXTREMELY IMPORTANT THAT THE UTMOST CARE BE EXERCISED IN THE BACKFILLING OF THE TANKS UP TO TWO FEET IN DEPTH, AS TANK FAILURES HAVE RESULTED WHERE VOIDS WERE EVIDENT UNDER THE TANKS. GOOD COMPACTION AND SUPPORT FOR THE TANK CAN BE OBTAINED BY SHAP- ING THE GRAVEL WITH A SHOVEL ALL AROUND THE PERIMETER OF EACH TANK. __COMPLETE BACKFILLING OF EXCAVATION WITH PEA GRAVEL TO A HEIGHT OF TWO FEET ABOVE THE TOP OF THE TANK(S). - `-PLACE POLYURETHANE BARRIER OVER PEA GRAVEL BACKFILL AS SHOWN. BALANCE OF BACKFILLING SHALL BE COMPLETED WITH APPROVED CLEAN BACKFILL MATERIAL FREE OF ANY LARGE ROCKS, DEBRIS, OR FOREIGN MATTER THAT COULD DAMAGE TANK. BACKFILL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY. SUR- FACE OF BACKFILL SHALL BE SMOOTHLY GRADED TO WITHIN f"± OF CONCRETE SLAB SUBGRADE ELEVATION. 7. INSTALLATION PROCEDURE - WET HOLE FOLLOWING PROCEDURE SHALL APPLY WHERE HIGH WATER TABLE IS EVIDENT OR WHER A FUTURE WATER CONDITION IS ANTICIPATED. WATER LEVEL WATER LEVEL SHOULD BE MAINTAINED AT THE LOWEST PRACTICAL LEVEL DURING INSTALLATION. A SUMP AND PUMP OR A SYSTEM OF WELL POINTS AND PUMPS IS THE RECOMMENDED METHOD TO MINIMIZE WATER LEVEL IN THE HOLE. THE TYPE OF SYSTEM REQUIRED WILL DEPEND ON WATER FLOW RATE INTO THE HOLE. THE HOLE BOTTOM SHOULD BE LEVEL, FREE OF ROCKS AND DEBRIS. BED AFTER THE BOTTOM OF TANK HOLE HAS BEEN LEVELED AND GRADED FREE OF ROCKS, A 12" THICK LEVEL BACKFILL OF PEA GRAVEL WILL BE INSTALLED ON THE BOTTOM OF TANK HOLE. BALLAST PLACE TANKS IN HOLE AND ADD BACKFILL. DO NOT ADD PRODUCT OR WATER BALLAST TO FIBERGLASS TANK UNTIL BACKFILL IS AT LEAST LEVEL WITH THE TOP OF THE TANK(S). IF EXCESSIVELY HIGH WATER LEVEL IS A PROBLEM, CONSIDERATION SHOULD BE GIVEN TO THE USE OF ACE TANK "COMPOSITE" OR JOOR "PLASTEEL" FIBERGLASS COATED STEEL TANKS, OR EQUAL. CAUTION: DO NOT PLACE TANKS ON TIMBERS, BEAMS, OR CRADLES. LEVEL TANKS WHILE LEVELING TANKS, INSURE THAT MINIMUM DISTANCES BETWEEN TANKS ARE MAIN- TAINED. WHEN ANCHORING, PLACE STRAPS OVER TANKS AND FOLLOW PROCEDURES AS OUTLINED HEREINAFTER. FILTER FABRIC INSTALLATION - UNDER & AROUND TANKS - WET HOLE ONLY AFTER TANK EXCAVATION HAS BEEN COMPLETED TO PROPER SIZE, THE HOLE WILL BE LINED WITH A FILTER FABRIC MATERIAL INSTALLED IN ACCORDANCE WITH DETAILS SHOWN HRERIN. FILTER FABRIC SHALL CONFORM TO THE FOLLOWING: DUPONT "TYPAR" STYLE 3401 - 4 OZ./SQ. YD. MONSANTA "BIDUM" C-22 - 4 OZ./SQ. YD. PHILIPS "SUPAC" FABRIC - 4.1 OZ./SQ. YD. CELANESE "MIRAFI" 140 FABRIC - 4.1 OZ./SQ. YD. ANCHORING TANKS MUST BE ANCHORED WITH DEADMAN ANCHORS ON ALL WET HOLE INSTALLATIONS. HOLD DOWN STRAPS USE PREFORMED FIBERGLASS HOLD DOWN STRAPS FURNISHED BY TANK FABRICATOR ON TOP OF DESIGNATED RIBS. DEADMAN ANCHOR POINTS SHOULD BE 5' FROM THE CENTER LINE OF 8' DIAMETER TANKS AND ALIGNED WITH DESIGNATED RIBS ±1". DO NOT USE STRAPS OR CABLES AGAINST THE TANK SHELL BETWEEN THE RIBS. ATTACH ' HOLD DOWN STRAPS TO ANCHOR POINTS WITH }" DIAMETER 6 x 19 PLOW STEEL WIRE ROPE LOOPS USING AT LEAST THREE CABLE CLAMPS. ALL STRAPS SHOULD BE TIGHTENED WITH TURNBUCKLES TO GIVE A SNUG FIT OF STRAP TO TANK RIB. TURNBUCKLE DIAMETER TO BE 1#" HOOK TYPE OR 3/4" EYE TYPE. DEADMAN ANCHORS THE WEIGHT OF BACKFILL ABOVE A DEADMAN ON EACH SIDE OF A TANK TO WHICH THEY ARE ANCHORED PROVIDES THE ADDITIONAL HOLD DOWN FORCE REQUIRED TO PREVENT FLOAT -OUT UNDER THE MOST ADVERSE CONDITIONS. FOR TANKS BURIED A MINIMUM OF 4' BELOW YARD GRADE, DEADMAN SHOULD BE PER DEADMAN ANCHOR DETAIL SHOWN BELOW. THREAD THE WIRE CABLE THROUGH THE DEADMAN HOLD-DOWN DEVICE AND CABLE CLAMP ON ONE SIDE. USE A TURNBUCKLE ON THE OTHER SIDE. DEADMAN SHOULD BE INSTALLED ALONG THE CENTER LINE OF ANCHOR POINTS, TAKING CARE TO HAVE GOOD CROSS ALIGNMENT ±1" WITH ADJACENT DEADMAN ANCHORS. THE TWO OUTER ANCHOR POINTS SHOULD BE USED FOR LOWERING DEADMEN INTO THE TANK HOLE. IF THE CONTRACTOR ELECTS TO CAST DEADMEN IN PLACE IN THE HOLE, THE SAME ANCHORS SHOULD BE USED WITH EQUAL REINFORCEMENT. ANY OTHER SUBSTITUTE METHOD WILL REQUIRE EQUAL HORIZONTAL AREA, ANCHOR POINTS OF EQUAL STRENGTH TO THE WIRE ROPE REQUIRED, AND APPROVAL OF OWNER'S REPRESENTATIVE. CONCRETE SADDLE FORM OF ANCHORING FIBERGLASS TANKS IS NOT APPROVED AND SHALL NOT BE ACCEPTED FOR ANY INSTALLATION. ALL ANCHORING METHODS MINIMUMS PER ANCHOR LOCATION 6' OR LESS TANK DIAMETER 8' WIRE ROPE (RECOMMEND 6x19 a PLOW STEEL) - DIAMETER TURNBUCKLE DIAMETER - HOOK TYPE EYE TYPE TEST WELL PIPES (SEE ITEM 6.) BACKFILLING 3/8" 3/4" 1-#„ 3/4” 10' 3/4" BACKFILLING PROCEDURE WILL BE THE SAME AS OUTLINED FOR A DRY HOLE INSTALL- ATION. PEA GRAVEL WILL BE USED TO A HEIGHT OF TWO -FEET ABOVE THE TOP OF THE TANK(S). _A LAYER OF POLYETHELENE WILL BE INSTALLED OVER THE PEA GRAVEL, BALANCE OF BACKFILL WILL BE APPROVED CLEAN MATERIAL FREE OF LARGE ROCKS, DEBRIS, OR FOREIGN MATERIAL THAT COULD DAMAGE THE TANK. BACKFILL SHALL BE COMPACTED TO_AIMINIMUM OF 95% OF MAXIMUM DENSITY. SURFACE OF BACKFILL SHOULD BE SMOOTHLY GRADED TO WITHIN }"± OF CONCRETE SLAB SUB -GRADE ELEVA- TION. 8. INTERNAL PIPING AND PUMP THE CLEARANCES FROM THE TOP OF FITTING TO TANK BOTTOM MUST BE MEASURED TO INSURE THAT ADEQUATE CLEARANCES ARE MAINTAINED FOR REMOTE PUMP, FILL TUBE, OR ANY OTHER INTERNAL PIPING INSTALLED. THE PUMP AND ATTACHED PIPING MUST BE FREE TO MOVE WITH THE TANK. USE FILL BOX AROUND FILL PIPE AT GRADE WHERE ASPHALT OR CONCRETE PAD IS USED. DO NOT PLACE BRICK OR OTHER SPACING MATERIAL ON TOP OF TANKS. 9. FILLING TANKS DO NOT FILL TANKS UNTIL BACKFILL I5 TO TOP OF TANK. NEVER ADD PRODUCT OR WATER FOR HOLD DOWN IN DRY HOLE CONDITIONS UNTIL BACKFILLING IS COMPLETED. EXCEPTION: -- SEE INSTALLATION -- WET HOLE 10. ADDING TANKS TO EXISTING NSTALLATIONS TAN THAT FI=a; AND ARE NO GUIDES ARE SU TANKS SO NO DAMAG BILITY OF OWNER'S RE AN BE ADDED TO EXISTING INSTAL LASS,TANKS REQUIRE GOOD F LF -SUPPORTING UNDE TIONS TO RE ILL ISOLATED BURY (P S. IT IS IMPORTANT TO REMEMBER DA • SUPPORT FROM SURROUNDING S EL OR OV : RDEN LOADS. THE FOL LOADS FROM SOIL " PRODUCT ON UNC• FINAL SELECTION OF, •D IS T TATIVE DEPENDING ON LOCAL SI 0 ERRED) S IN SEPARATE HOLE WHI TANK INSTALLATION HOLE. UND IGINAL HOLE MUST BE MAINTAIN IS A MINI R BURY IN SAME HOLE TERNATE) OF 3' FROM EDGE 0 SOIL BETWEEN NEW EXCAVA- KEEP SURFACE LOADS OFF LOWER PRODUCT LEVE REMOVE SURFACE EXCAVATE FO EXISTING DURI S EXISTING TANKS TO LESS THAN EXISTS, TO LOWER BACKFI G AS MUCH BACKFI , IF W TANKS, LEA NKS. INSTALLATION, EXISTING TAN ING MAY BE REQUIRED TO RETAIN BA INSTALL NEW TANKS AS DESCRIBED EA ING A MINIMUM OF 24" BETWEEN CAPACITY. S POSSIBLE R 1HESE INSTRUCTIONS, LEAV- TANKS AND STING TANKS. FIBERGLASS TANK INST. SPECS. 154°600c, o P�IFI�` 1-►i&�IwAY 594-1Ti1�wiLa, �As�I1rJ&Torl ORAWN C.J M & AQP SCALE. NONE REVISED: H. E. 3I IDT, 1 NC. Consulting Engineers * f**,,I$10 ^W k VAPOR CAP (EMCO WHEATON 499-002) 6 ADAPTOR (EMCO WHEATON A76) OPW 104-A- 1066 or EMCO WHEATON 47(7 12" MANHOLE SPILL CONTAINMENT MANHOLE - OPW I - EMCO WHEATON A1003 001 —3/4" CROWN FILL CAP (EMCO WHEATON A97-005) 6 ADAPTOR (EMCO WHEATON 430-014) 2" FIBERGLASS VAPOR RECOVERY LINE 4" GALV RISER 4 - • 7 O • 0 -11 F=Tsi'rl _ 4.=u 112-0-FilF1111llt:-_lil 2" FIBERGLASS VENT LINE SLOPE UP TO R I SER AT 1/411 PER FOOT 2" BELL & MALE 2" GALV COUPLIN • NN. NPT ADAPTOR TWO SEALED 3/4" CLAMPS AND 5 WIRE WATERTIGHT CABLES (FUTURE) 18"SQ x 9"DEEP, 18 GA SHEET MTL BOX LEAK DETECTOR ACE TANK # ACP -BOX (24"SQ) TURBINE PUMP HEAD ( SEE GENERAL ARRANGEMENT FOR SIZE ) #4 BARS AT 121'0 C EA WAY 0 0 0 6" 0 0 11 3-,74---1(1-7121-1 = .In 4 0 0 • C 1= 4 0 fl e : TI 1 _fllllt =tI It- � I .I�t SII MANHOLE REINFORCEMENT �111=11�III�I �I I Ic1161„III: t;1 1 IIf�I1:tI�v NFIJ 410 --91 I 111= 18" GRAVEL POCKET ADAPTOR -EMCO WHEATON 496-001 TYP TYP III I = 11 II 11WEATHERPROOF JUNC MIN 20 CUBIC INCH 3/4' NPT OPENINGS 41 TANK FLANGE 4 GALVANIZED RISER CHAIN FOR LIFTING AND PREVENTION OF STRAIN ON CABLE - FASTENED TO PROBE CAP ALUMINUM DROP TUBE -EMCO WHEATON 420-005 FLOAT VENT VALVE EXTRACTOR ASSEMBLY (EMCO WHEATON 479-021) TANK CONTAINMENT BOOT- 'TOTAL CONTAINMENT ISOLAT ION JACKET' OR EQUAL 4" API PIPE,SCH 40, 4 026" I D , MIN LENGTH ` 12", ACTUAL LENGTH TO SUIT INDIVIDUAL INST 2” GALV ELBOW 2" GALV NIPPLE (TY BALL VALVE - RED a #5044F-2" 600 LB, FULL PORT(e'ual), H ITE IN ACCORDANCE WIT NFPA SPECS /T FOR 4 FFUUTURIE TANK GAUGING w 0% 60" CABLE - 5 WIRES o SUPPLIED STD WITH ;o00 o PROBE o o Dopo o °0 0 o 0o 00- 1000 0 3/211 DOUBLE WALL FIBERGLASS PIPING tEt - FLOAT VALVE FOR 95" TANK (EMCO WHEATON E WA75 - OIO ) FLOAT VENT VALVE/STAGE II VAPOR RECOVERY DETAIL NOT TO SCALE FILL DETA I L NOTE APPL I CABLE TO ALL TANK TYPES, I E , DOUBLE WALL, SINGLE WALL, STEEL, FIBERGLASS, ETC FUTURE PROBE TO BOTTOM OF TANK NOT TO SCALE TOP OF PUMP EMERGENCY SHUT- OFF VALVE PUMP ISLAND AUTOMATIC TANK LEVEL GAUGING DETAIL NOT TO SCALE r_ u SII 44" DIA SPILL CONTAINMENT BOX 3/4" U G CONDUIT TO BUILDING 4" P IPE SUPPLIED w/PUMP 2"G I UNION 2"G I COUPLING FIRE RATED FLEX CONNECTOR (2"x 24") 4" TO 6" SUBMERS I BLE PUMP DETA I L NOT TO SCALE CJM SHEAR VALVE MOUNTING Box SAND BACKFILL) 12 DIA x 71/2 FILL BOX OPW -104 -A-1066 4 DIA SCH 40 PVC TEST PIPE I 1/2 GALV COUPLING 2" WELDE PIPE ASPHALT PAVING CONC BASE 4 DIA PVC PIPE CAP LOOSE FITTED 3/4 CROWN - 9 \ SECONDARY •.CONTAINMENT BOOT (TOTAL CONTAINMENT, OR EQUAL) 4 4 Y-45 FIBERGLASS E. WIT} T SPIGOT X uNPT FIBERGLASS ADAPTOR 2" GALV VENT RISERS—SEE G A FOR QUANTITY - NATIVE SOIL EDGE OF TRENCH EDGE OF TRENCH SECTION PRODUCT PIPING NOTES 1 ALL FLEX CONNECTORS TO BE INSTALLED WITH NO TRAP OR SAG 2 SHEAR SECTION OF EMERGENCY SHUT OFF VALVE IS TO BE EVEN WITH TOP OF ISLAND 3 PRODUCT LINES TO SLOPE FROM DISPENSERS DOWN TO TANKS AT 1/4 PER FOOT M I N 4 SEE UNDERGROUND MECHANICAL FOR NUMBER OF LINES REQUIRED FLEXIBLE CONNECTORS I 1/2 X 24 TELEFLEX 60- 10467 0240 TITEFLEX 1110165-24-0240 12" X 3 CONCRL1 t FOOTINGS GRADE SECONDARY CONTAINMENT FIBERGLASS PRODUCT PIPE SAND OR PEA GRAVEL BACKFILL DO NOT USE CRUSHED ROCK PRIMARY SINGLE WALL FIBERGLASS PRODUCT PIPE 4 SCH 40 PVC FACTORY SLOTTED TEST WELL PIPE SLOTS 0p APPROX 1/4 APART x 2 LONG APPROX 48 SLOTS PER FOOT PEA GRAVEL BACKFILL DISPENSER CONNECTION - SINGLE WALL PIPE NOT TO SCALE CJM K VENT RISER SUPPORT DETAIL AT BUILDING WALL NOT TO SCALE CJM l NOTE CENTER FILL BOX DIRECTLY OVER TEST PIPE AS SHOWN -CONCRETE SLAB / I N OTE TEST WELL PIPE 9 SATURATION TESTING PIPE OBTAINED FROM HYDROPHYLLIC INDUSTRIES - 58I5A N MERIDIAN, PUYALLUP, WASHINGTON 98371 PH (206) 927-4321 ( USE OR EQUAL) LENGTH OF TEST WELL PI PE WILL VARY PER DEPTH OF EXCAVATION (4)TEST WELL PIPES REQUIRED PER INSTALLATION SEE GENERAL ARRANGEMENT DRAWING FOR TEST WELL LOCATIONS 4 DIA PVC PIPE CAP CLOSED END OF PIPE TO BE 2 BELOW BOTTOM OF TANK SATURATION TEST WELL ARS (TYP S) /ENT RIS NOT TO SCALE SUPPORT DETAI S FIBERGLASS STAGE II TO - DISPENSERS SLOPE DOWN TO TANK I/4 PER ft Revised NOT TO SCALE o..woy Al Pr1"h •..IIA, IWAGe O.NI DOM IbOGGING 3A MANHOLE WITH 2 0 SKIRTS BLIND FLANGE ON DIESEL HIGH POINT IN VAPOR MANIFOLD 3- TEE 3 FLANGES WITH REMOVASIE SLINOS, TYPICAL I-12-90 11 14 90 REVISED FLEX CONNECTORS REVISED FLOAT VENT VALVE, FILL GAUGING & BACKFILL DETAILS 2 SKIRT ` VAPOR MAN I FOLD THICKENED SL I 0 X b LUNG (TYP 8 PLACES) ini 111111111111--.INNIII�iiiii ,B [1 / ■ r ;■ 1 (2) *4 E 3 LONi PLACE !Ur 1 woota 12" DIA I�- I !h, 1I' mr,Ent36" I a IrMa!, .----J 3-0"x30"x DIA j' E I A� ■ •ui:- In v �• 5 0 x 5 0x9 K VENT RISER SUPPORT DETAIL AT BUILDING WALL NOT TO SCALE CJM l NOTE CENTER FILL BOX DIRECTLY OVER TEST PIPE AS SHOWN -CONCRETE SLAB / I N OTE TEST WELL PIPE 9 SATURATION TESTING PIPE OBTAINED FROM HYDROPHYLLIC INDUSTRIES - 58I5A N MERIDIAN, PUYALLUP, WASHINGTON 98371 PH (206) 927-4321 ( USE OR EQUAL) LENGTH OF TEST WELL PI PE WILL VARY PER DEPTH OF EXCAVATION (4)TEST WELL PIPES REQUIRED PER INSTALLATION SEE GENERAL ARRANGEMENT DRAWING FOR TEST WELL LOCATIONS 4 DIA PVC PIPE CAP CLOSED END OF PIPE TO BE 2 BELOW BOTTOM OF TANK SATURATION TEST WELL ARS (TYP S) /ENT RIS NOT TO SCALE SUPPORT DETAI S FIBERGLASS STAGE II TO - DISPENSERS SLOPE DOWN TO TANK I/4 PER ft Revised NOT TO SCALE o..woy Al Pr1"h •..IIA, IWAGe O.NI DOM IbOGGING 3A MANHOLE WITH 2 0 SKIRTS BLIND FLANGE ON DIESEL HIGH POINT IN VAPOR MANIFOLD 3- TEE 3 FLANGES WITH REMOVASIE SLINOS, TYPICAL I-12-90 11 14 90 REVISED FLEX CONNECTORS REVISED FLOAT VENT VALVE, FILL GAUGING & BACKFILL DETAILS 2 SKIRT ` VAPOR MAN I FOLD THICKENED SL #4 BARS 3 LONG (TYP PLACES) ,B ■ r ;■ 1 (2) *4 E 3 LONi PLACE !Ur 1 woota 12" DIA I�- I !h, 1I' x 1 8 I \11I .----J 3-0"x30"x 9" K VENT RISER SUPPORT DETAIL AT BUILDING WALL NOT TO SCALE CJM l NOTE CENTER FILL BOX DIRECTLY OVER TEST PIPE AS SHOWN -CONCRETE SLAB / I N OTE TEST WELL PIPE 9 SATURATION TESTING PIPE OBTAINED FROM HYDROPHYLLIC INDUSTRIES - 58I5A N MERIDIAN, PUYALLUP, WASHINGTON 98371 PH (206) 927-4321 ( USE OR EQUAL) LENGTH OF TEST WELL PI PE WILL VARY PER DEPTH OF EXCAVATION (4)TEST WELL PIPES REQUIRED PER INSTALLATION SEE GENERAL ARRANGEMENT DRAWING FOR TEST WELL LOCATIONS 4 DIA PVC PIPE CAP CLOSED END OF PIPE TO BE 2 BELOW BOTTOM OF TANK SATURATION TEST WELL ARS (TYP S) /ENT RIS NOT TO SCALE SUPPORT DETAI S FIBERGLASS STAGE II TO - DISPENSERS SLOPE DOWN TO TANK I/4 PER ft Revised NOT TO SCALE o..woy Al Pr1"h •..IIA, IWAGe O.NI DOM IbOGGING 3A MANHOLE WITH 2 0 SKIRTS BLIND FLANGE ON DIESEL HIGH POINT IN VAPOR MANIFOLD 3- TEE 3 FLANGES WITH REMOVASIE SLINOS, TYPICAL I-12-90 11 14 90 REVISED FLEX CONNECTORS REVISED FLOAT VENT VALVE, FILL GAUGING & BACKFILL DETAILS 2 SKIRT ` VAPOR MAN I FOLD THICKENED SL 4 S 4 GALV TEE ITYP OF 4t. 4 3 2 4 VAPOR RECOVERY EXTRACTOR ASSEMBLY ITYP OF 4) VAPOR MAN IFOLQ ):LEVAT ION 3` FISERSLASS VAPOR MANIFOLD SLOPE V4 TO FT BACK TO RESPECTIVE TANK FIBERGLASS TO STEEL FITTING ADAPTOR TYPICAL STAGE 1 TRUCK VAPOR CONNECTION SPILL CONTAINMENT PILL SOX 4 WIN STRAIGHT RUN TYP FOR FNERSLASS PIPING ALL SYSTEMS M I SCELLANEOUS TANK DETAILS 150600 PAct FIL 1-1&1-11A/Ay �2UT 4 TUK WWI LA , wO6I NINON! DATE 1114 go DRAW N ,,,,..-3• MANHOLE DIESEL SUPER I' REGULAR s -/v`14-- SCALE ,v - SCALE NOTED REVISED DES' 1•401\t/5 WNvaNi I E klG;Top TYPICAL MANHOLE REINFORCEMENT NOT TO SCALE CJM ! NPT'fISERGLASS ..TO GALV ADAPTOS VAPOR MAN I FOLD PLAN VIEW )TOTE PIPING SUMP FOR PRODUCT PIPING NOT SHOWN TNI! DRAWING OPTIONAL S FS VENT TO RERACE (312 GASOLINE VENTS, If CODE PER MI TS SLOPE DOWN TO TANK L/4 PER FOOT PREPARED BY C J Mason SEPTEMBER 1989 H E SCHMIDT, INC Consulting Engineers 10335 Main Street Bellevue, WA 98004 (206) 455- 9770 awe VAPOR RECOVERY STAGE I. STAGE II, AND VENT PIPING AT TANKS NOT TO SCALE -% #4 BARS 3 LONG (TYP PLACES) ,B (2) 8 - x 1 !NIL 1 1 \,j I \11I D! A I A� ■ i_Ai_I L_ /\_ _J 3 -4"x 3 -4"x 9" SLAB THICKENED 4 S 4 GALV TEE ITYP OF 4t. 4 3 2 4 VAPOR RECOVERY EXTRACTOR ASSEMBLY ITYP OF 4) VAPOR MAN IFOLQ ):LEVAT ION 3` FISERSLASS VAPOR MANIFOLD SLOPE V4 TO FT BACK TO RESPECTIVE TANK FIBERGLASS TO STEEL FITTING ADAPTOR TYPICAL STAGE 1 TRUCK VAPOR CONNECTION SPILL CONTAINMENT PILL SOX 4 WIN STRAIGHT RUN TYP FOR FNERSLASS PIPING ALL SYSTEMS M I SCELLANEOUS TANK DETAILS 150600 PAct FIL 1-1&1-11A/Ay �2UT 4 TUK WWI LA , wO6I NINON! DATE 1114 go DRAW N ,,,,..-3• MANHOLE DIESEL SUPER I' REGULAR s -/v`14-- SCALE ,v - SCALE NOTED REVISED DES' 1•401\t/5 WNvaNi I E klG;Top TYPICAL MANHOLE REINFORCEMENT NOT TO SCALE CJM ! NPT'fISERGLASS ..TO GALV ADAPTOS VAPOR MAN I FOLD PLAN VIEW )TOTE PIPING SUMP FOR PRODUCT PIPING NOT SHOWN TNI! DRAWING OPTIONAL S FS VENT TO RERACE (312 GASOLINE VENTS, If CODE PER MI TS SLOPE DOWN TO TANK L/4 PER FOOT PREPARED BY C J Mason SEPTEMBER 1989 H E SCHMIDT, INC Consulting Engineers 10335 Main Street Bellevue, WA 98004 (206) 455- 9770 awe VAPOR RECOVERY STAGE I. STAGE II, AND VENT PIPING AT TANKS NOT TO SCALE -% DEVICE MOUNTING DETAIL \ 0 ROOF DECK / r.lr. r'1-""--- MOUNT TO MANUFACTURER PART NO. STRUCTURE J -BOX BASE HEAD ABOVE CEILING DEVICE SUPPORT INITIATING DEVICE CIRCUIT FIRE ALARM CONTROL PANEL %RACKET 0 0 AlOfgl01 0 0 0 0 PLASTER RING\ 5860 CEILING BASE HEAD SMOKE OR HEAT DETECTOR HORN/STROBE 0 PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD505-APS 1 -GANG BOX CEILING 9 ®WP SEND ALARM SIGNAL TO C.S. MONITORING 0 FN -12000 1 -GANG BOX CEILING 1 0 135° FIXED & ROR THERMAL DETECTOR SILENT KNIGHT SD505-AHS 3/0 BOX SEND TROUBLE SIGNAL TO C.S. MONITORING 1 C7 MANUAL PULL STATION SILENT KNIGHT C 0 D 0 MINIATURE CONTACT MODULE SEND SUPERVISORY SIGNAL TO C.S. MONITORING SD500-MIM NIA 1 MANUAL PULL - STATION \ BACK MOUNTED WALL BOX TO FRAMING i CEILING MOUNTED HORN & STROBE LIFT SEND WATERFLOW SIGNAL TO C.S. MONITORING 1 -GANG BOX CEILING 6 DISI WP FIRE ALARM SYSTEM SENSOR PC2RK SUPPLIED 80" TO BOTTOM 1 O WEATHER PROOF HORN & STROBE SYSTEM SENSOR 80" V^ 48" v^ 1 1 1 INPUTS AND ACTIONS OUTPUTS AND CONTROLS l OPERATE ALL AREA EVACUATION SIGNALS \ 0 0 DEVICE DESCRIPTION MANUFACTURER PART NO. MNTG. BOX MNTG. HEIGHT QTY. INITIATING DEVICE CIRCUIT FIRE ALARM CONTROL PANEL SOUND LOCAL PIEZO AT FACP 0 0 0 0 0 0 0 0 5860 SUPPLIED INDICATE DEVICE AT FACP 0 0 0 PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD505-APS 1 -GANG BOX CEILING 9 ®WP SEND ALARM SIGNAL TO C.S. MONITORING 0 FN -12000 1 -GANG BOX CEILING 1 0 135° FIXED & ROR THERMAL DETECTOR SILENT KNIGHT SD505-AHS 3/0 BOX SEND TROUBLE SIGNAL TO C.S. MONITORING 1 C7 MANUAL PULL STATION SILENT KNIGHT 0 0 0 0 MINIATURE CONTACT MODULE SEND SUPERVISORY SIGNAL TO C.S. MONITORING SD500-MIM NIA AS REQUIRED 1 II M Dal CEILING MOUNTED HORN & STROBE SYSTEM SENSOR SEND WATERFLOW SIGNAL TO C.S. MONITORING 1 -GANG BOX CEILING 6 DISI WP CEILING MOUNT WEATHER PROOF HORN & STROBE SYSTEM SENSOR PC2RK SUPPLIED 80" TO BOTTOM 1 ILLUMINATE LED ON DETECTOR WEATHER PROOF HORN & STROBE SYSTEM SENSOR P2RK SUPPLIED 80" TO BOTTOM 1 DE CEILING MOUNTED STROBE SYSTEM SENSOR SCR F 1 RE ALA.- SYS�E 1506 TUKWILA INTERNATIONAL BLVD TU i -<vv 1 LA, V\fJ 81 E3k3 FIRE ALARM SYMBOLS LEGEND CODE SYMBOL DEVICE DESCRIPTION MANUFACTURER PART NO. MNTG. BOX MNTG. HEIGHT QTY. INITIATING DEVICE CIRCUIT FIRE ALARM CONTROL PANEL SILENT KNIGHT 5808 SUPPLIED 72" TO TOP 1 FACP BELDEN FIRE ALARM REMOTE ANNUNCIATOR SILENT KNIGHT 5860 SUPPLIED AS REQUIRED 1 FARA 0 PHOTOELECTRIC SMOKE DETECTOR SILENT KNIGHT SD505-APS 1 -GANG BOX CEILING 9 ®WP WEATHER PROOF TUBE HEAT DETECTOR FENWAL FN -12000 1 -GANG BOX CEILING 1 0 135° FIXED & ROR THERMAL DETECTOR SILENT KNIGHT SD505-AHS 3/0 BOX CEILING 1 C7 MANUAL PULL STATION SILENT KNIGHT SD500-PS 1 -GANG BOX 48" TO OPERABLE 5 MINIATURE CONTACT MODULE SILENT KNIGHT SD500-MIM NIA AS REQUIRED 1 II M Dal CEILING MOUNTED HORN & STROBE SYSTEM SENSOR PC2R 1 -GANG BOX CEILING 6 DISI WP CEILING MOUNT WEATHER PROOF HORN & STROBE SYSTEM SENSOR PC2RK SUPPLIED 80" TO BOTTOM 1 IKi wP WEATHER PROOF HORN & STROBE SYSTEM SENSOR P2RK SUPPLIED 80" TO BOTTOM 1 DE CEILING MOUNTED STROBE SYSTEM SENSOR SCR 1 -GANG BOX CEILING 3 -- END OF LINE RESISTOR AS REQUIRED AS REQUIRED WA AT DEVICE NIA #-# DEVICE ADDRESS NIA N/A NIA N/A NIA #4cd STROBE CANDELA RATING NIA NIA - NIA NIA NIA J FIRE ALARM CABLING LEGEND CODE CABLE LINETYPE CIRCUIT TYPE MANUFACTURER PART NO. CABLE TYPE A RISER DIAGRAM & SYSTEM CALCULATIONS INITIATING DEVICE CIRCUIT BELDEN 18/4 FPLR B NOTIFICATION APPLIANCE CIRCUIT BELDEN 16/2 FPLR C AUXILIARY DEVICE CIRCUIT BELDEN 16/2 FPLR D ----------•---------- - REMOTE ANNUNCIATOR CIRCUIT - BELDEN 1814 FPLR L VICINITY MAP DRAWING INDEX SHEET NO. SHEET DESCRIPTION FA0.1 FIRE ALARM SYSTEM TITLE SHEET FA1.1 FLOOR PLAN - FIRE ALARM SYSTEM FA2.1 RISER DIAGRAM & SYSTEM CALCULATIONS CCEPTED O Without Comments As Noted in Re4 O Per The Attached Letter ^ le Mans have been reviewed by The Tukwila Fire , e tion Bureau for conformance with current City :14ards. Acceptance is subject to errors and it -sons which do not authorize violations of adopted -uraras and ordinances, The fesoonst�ifity for the iequ e is fly with the designer. .�..�,�..acy of desRgn rests totally ddlt ons, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approvz-1 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bur eau. Date: Date: "-�' J } By: Si TUKWILA FIRE DEP ART ` —j- rizezn c ll 2O6-575-107 and doe this Fire Permit i a. —Is znd exact ad :mss for shut- awn or restoration approval. NOTICE A completed, signed, Tuk w;la Fire Department Pre-test Certificate must be presented to ti -3 T;,,ce_`tor prior to coLmrn .-ice.;.t ,-i—_ t.f Acceptance Tes• o,-.! anY Fire Alarm and- 3�'-- i OY! _Sa T r g• FaikL:.' 1'..est wi`-1 result in aRLir5= ' onFeeni tC REVISIONS NO. DESCRIPTION DATE BY ENGINEER'S STAMP OF APPROVAL ADRIAN M. STEIK Senior Engineering Technician, Lad NICETCr tlha"m Number: 093706 Authorizing SAFE CONSULTING SERVICES 1800 Bickford Ave. Snohomish, WA 98290 call (800) 742-8960 • fax (509) 466-2937 www.safeconsulting.biz 1 contact@safeconsulting.biz .00 00 o0. ••o 00 o•• • •0 00 O. "0000•• I COSCO Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 4308 South 131st Place Tukwila, Washington 98168 call (206) 438-3355 • fax (206) 438-3356 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE www.coscofire.com License No: COSCOFP935MS PROJECT: 76 CONVENIENCE STORE 15060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CONTRACT WITH: CONTRACTOR NAME STREET NO. CITY DRAWING 1111E FIRE ALARM SYSTEM TITLE SHEET - SEP 15 2015 0,31►i#L t," i 13 LL. „28f'3,0 Z3) r DATE : 9/4/15 SCALE : N/A DRAWN BY : SAFE CONSULTING JOB NO. O 15-090 SHEET NO. FA0.1 e Fr- 033-13 15CD 33-12 33-11 7 D 45CD 33-14 33-15 O 15CD rr. (i �\ 1 Ii I! I5CD -[>!Dliacr# 2 O 33-16 Cf LL 36" CLE AR E}CRE: I }: Cr) LJ C; U WP 33-02 rWP `,30CD 7.5- z CL_AR EGRESS PATH ?i Z. � C 3c" CLEAR EGRESS PATH 1 1- Ul 60 3- LL 33-01 47 L O%CUPANTS �I 36" CLEAR EGRESS PAT- I 3 CjiCCUP .N' - I I LJ ( II 33-08;1 - LJ CKT# 15CD 5 PATH .r.�--mss..-- il �) :I 11 It L , 0 r3) L SS P-,- IEi6A,i C01. NTE.. . FLEI 33-10 II } } � Il- i I 1e CL L L 36" CLEAR EGRESS PATH COUN TER I • EXI C Ur TER 7.6' CLEAR EGRESS I.7A TH • 033-04 OCCUP AN -1-2 /O 33-07:c; 1 `_. ATA • IID 15CD 33-05 O 0001J1- 17, 0 J 33-0 F -•- j FARA REVISIONS NO. DESCRIPTION DATE BY EN1NEER'S STAMP OF APPROVAL ADRIAN M. STEIK Senior Engineering Technician, Level NLCET CertikaOan Number: 093706 A,Moririn9 Signature: SAFE CDIISIILTINS SERVICES 1800 Bickford Ave. Snohomish, WA 98290 call (800) 742-8960 • fax (509) 466-2937 www.safeconsulting.biz I contact@safeconsulting.biz • •0 00 0.. •0000 0•• i•0 0 I COSCO Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS www.coscofire-com WASHINGTON OFFICE 4308 South 131st Place License No: Tukwila, Washington 98168 COSCOFP935MS call (206) 438-3355 • fax (206) 438-3356 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE PROJECT: 76 CONVENIENCE STORE 15060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CONTRACT WITH: CONTRACTOR NAME STREET NO. CITY - DRAWING 11111 FLOOR PLAN - FIRE ALARM SYSTEM DATE: 9/4/15 SCALE : 1 /4" = 1 ' 0" DRAWN BY : SAFE CONSULTING JOB Na 15-090 SHEET NO. FA1.1 e 00 Calculations -tea ersion 10.24.14 Nar1e :) 76 Convenience Store ecf ID: 15-090 SAFE Consulting Services .pate: 9/4/2015 iby H©u1s.` 24 arm Mins .I 5 Factor: 1 _� +yarning ... ....................._._... SD500-MIM 1500-ANM `' 1500 -LED "=`°' 1.13,;36. Back Room AC Current: 2. Amps Ir l urrent: Amps 5700 CTRL Panel Addr. Input Mod Mini -Input Module Addr. Relay Module Addr. Pull Station Addr_ Ion Smoke Det Addr. Heat Detector Addr. Photo Smoke Det Addr. Duct w/Relay Addr. Duct Addr. Notification Module Addr. LED Module Addr. Smoke Det. Mod. Addr. Det. Relay Base Addr. Det. Sounder Base Addr. Det. Isolator Base Line Isolation Module LCD Remote Annunc Serial/Parallel Module Power Expander Power Expander LED Annunciator (4G) LED Annunciator (3G) LED Driver Module Rela Module Circuit #1 cfg. Circuit #2 0.000 andby Time In Hours Total Standby AH Required =Total Combined AH Required. 0.535 X14 Solid 0.229 1.480 Total Alm Current (Ami 24 0.083;; Alarm Time In Minutes / 5.491 0.123 `" Total Alarm AH Required rpiy By The [3eratrng Fact 1.20' 3attery AmpHours Required Command Shortcuts Configure Circuits MAIN FLOOR FIRE ALARM SYSTEM RISER DIAGRAM CAD SCALE = NOT TO SCALE FIRE ALARM SYSTEM BATTERY CALCULATIONS SCALE = NOT TO SCALE REVISIONS ENGNER S STAMP OF APPROVAL NO. DESCRIPTION DATE BY ADRIAN M. STEIK Sena a gere,ig Technician, Ie.! 4 N[CET CerOtcatio , Water: 093706 zing %n e: SAFE CONSULTING SERVICES 1800 Bickford Ave. Snohomish, WA 98290 call (800) 742-8960 • fax (509) 466-2937 www.safeconsulting.biz 1 contact@safeconsulting.biz .0000. ••0000•• I C SC Fire Protection FIRE PROTECTION AND LIFE SAFETY SPECIALISTS WASHINGTON OFFICE 4308 South 131st Place Tukwila, Washington 98168 call (206) 438-3355 • fax (206) 438-3356 SAN DIEGO • LOS ANGELES • FRESNO • SAN FRANCISCO • SACRAMENTO • PORTLAND • SEATTLE www.coscofire.com License No: COSCOFP935MS PROJECT: 76 CONVENIENCE STORE 15060 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98188 CONTRACT WITH: CONTRACTOR NAME STREET NO. CITY DRAWING TITLE RISER DIAGRAM & SYSTEM CALCULATIONS DATE : 9/4/15 SCALE : N/A DRAWN BY : SAFE CONSULTING JOB N0. 15-090 SHEET NO. FA2.1 e'