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HomeMy WebLinkAbout19020 63rd Ave Ne_BLD6138_2026 i COMMERCIAL MECHANICAL APPLICATION • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 This application is for new, addition, altered or replaced mechanical installation and new or altered gas piping and must be accompanied by ELECTRONIC CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable. Type of Permit: ❑ New Installation ❑ Addition ❑ Alteration ❑ Replaced ❑ Gas Piping Type I and Type II Hood Systems required submittal of the Commercial Mechanical Addenda Property Address: 19020 63rd Ave NE, Arlington, WA 98223 Project Valuation: $94,000 Lot#: Parcel ID No.: 0248971 Preferred Contact: O Owner lContractor Project Description: Replace underground fuel piping and dispensers at existing as station tanks to remain). Install new DEF tank with dispenser. Owner Name: PetroCard, Inc., Wes Sherman Office No.: (253) 852-2777 Email Address: wsherman@petrocard.com Cell No.: (509) 342-8033 Mailing Address: 730 Central Ave S. City: Kent State: WA Zip: 98032 Contractor Name: Saybr Contractors, Inc., Amanda Grindle Office No.: (253) 533-2382 Email Address: agrindle@saybr.com Cell No.: (253) 882-4546 Mailing Address: 3852 S 66th St City: Tacoma State: WA Zip: 98409 L&I Contractor License Number: SAYBRC1033L7 Expiration Date: 06/30/2026 • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured per IFGS,Section 415 • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of each appliance Gas Piping Specification and complete Schematic PAGE 3 LMr Not Applicable O CSST O Brass O Other Proposed Piping Material: O Black Steel O Galvanized Steel Proposed Piping Size: O 1/2" O 5/8 O 3/4" O 1" O 11/2 O 2" Inlet Pressure: Pressure Drop: Specific Gravity: I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above described property will be in accordance with the laws,rules and regulation of the State of Washington. Amanda Grindle, Saybr Contractors, Inc. 08/26/2024 fgnature Print Name Date REV03.2022 Page 1 of 3 MECHANICAL PERMIT FEES (per unit Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $ 75.00 = $ Air Conditioning Unit 15 100 Btu h x $ 15.00 = $ Air Conditioning Unit> 100 Btu h x $ 25.00 = $ Air Conditioning Unit> 500 Btu/hp x $ 50.00 = $ Air Handling Units x $ 15.00 = $ Base Mechanical Fee $ 25.00 $ 25.00 Boiler<100Btu h>3h x $ 15.00 = $ Boiler>1 million Btu/h<50hp x $ 25.00 = $ Boiler>1.5 million Btu/h<50hp x $ 50.00 = $ Boiler>100Btu h 3-15h x $ 15.00 = $ Boiler>500Btu h 15-30hp x $ 25.00 = $ Commercial Hoods-Type I x $ 25.00 = $ Commercial Hoods-Type II x $ 50.00 = $ Diffusers x $ 15.00 = $ Dryer Ducting x $ 15.00 = $ Ductwork(drawings required) x $ 25.00 = $ Evaporative Coolers x $ 15.00 = $ Exhaust Ventilation Fans x $ 15.00 = $ Fireplace/Insert/Stove x $ 15.00 = $ Forced Air Heat<_100 Btu h x $ 15.00 = $ Forced Air Heat>100 Btu h x $ 25.00 = $ Gas Clothes Dryer x $ 15.00 = $ Gas Fired Air Conditioning Unit 15 100 Btu h x $ 15.00 = $ Gas Fired Air Conditioning Unit> 100 Btu h x $ 25.00 = $ Gas Fired Air Conditioning Unit> 500 Btu/hp x $ 50.00 = $ Gas Pi in <_ 5 units x $ 15.00 = $ Gas Piping for each additional unit > 5 x $ 2.00 = $ Heat Exchangers x $ 15.00 = $ Heat Pump-Condensing Unit x $ 25.00 = $ Hot Water Heat Coils x $ 15.00 = $ Miscellaneous Appliance-regulated by x $ 15.00 _ $ mechanical code,not otherwise specified Package Units:5 100 Btu > 100 Btu x $ 25.00 $50.00 = $ Range/Cook top-Gas Fired x $ 15.00 = $ Refrigeration Unit<_100Btu h x $ 15.00 = $ Refrigeration Unit>100Btu h x $ 25.00 = $ Refrigeration Unit>500Btu h x $ 50.00 = $ Re-inspection fee all x $ 75.00 = $ Unit Heaters <_ 100 Btu h x $ 15.00 = $ Unit Heaters>100 Btu h x $ 25.00 = $ Variable Air Volume Boxes (part of Air x $ 10.00 = $ Conditioning System) Wall Heaters-Gas Fired x $ 25.00 = $ Water Heater- Gas Fired x $ 25.00 = $ Permit Fee $ Table 4-8; Plan Review Fee $ Processing/Technology Fee $25.00 Total $ REV2.2024 Page 2 of 3 PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY ❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV2.2024 Page 3 of 3 PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA P. Oe�G LEGEND DATUM.' _ woeo, of wAsry c�� HORIZONTAL: HAD 1983(2011) SITEf188th ` EXISTING PROPOSED DATUM VER CAL: NAVD88 St e F }ssT ---- PROPERTY LINE •4'c s R.O.W.CENTERLINE Q SS7ONAL��G o` 7126/24 EASEMENT 1 +� E ---sc--- SAWCUT LINE GRADING CONTOUR THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL SPAT ELEVATION DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES °TB BEFORE COMMENCING WORK. Y ^~ o WATER MAIN EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR O N d SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF --- 5-- SEWER MAIN ANY DISCREPANCIES BEFORE COMMENCING WORK. 4,4 E a CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND --- D-- STORM DRAIN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO F h - CONFIRM EXISTING UTILITY AND GRADE INFORMATION. V 7 FIRE HYDRANT n2na st NE CALL AT LEAST 2 WORKING N Z = 03 WATER METER DAYS BEFORE YOU DIG A GATE VALVE CALL'811' ^ U (D SEWER MANHOLE VICINITY MAP IV SCALE: N.T.S. N STORM CB OO STORM MANHOLE PROJECT DATA PROJECT TEAM -----OLE---- ELECTRICAL LINE SITE AREA: 25,308 SF(0.58 AC) DEVELOPER T- TELEPHONE LINE PETROCARD LLC BUILDING USE: COMMERCIAL FUEL STATION 730 CENTRAL AVE.SOUTH -- - GAS LINE KENT,WA 98032 REQ'D PARKING: 0(NO EMPLOYEES) CONTACT: STEVEN MORELAND POWER VAULT TOTAL DISTURBED AREA: 5763 SF PHONE: (206)206-0821 UTILITY POLE EMAIL: smoreland0apetrocard.com EX.IMPERVIOUS AREA: 16,070 SF - STREET LIGHT PROP.IMPERVIOUS AREA: 16,395 SF CIVIL ENGINEER NET CHANGE IMPERVIOUS AREA: +325 SF TERRAFORMA DESIGN GROUP,INC. PARKING LIGHT 5027 51ST AVENUE SW J U TOTAL NEW+REPLACED IMPERVIOUS:3917 SF SEATTLE,WA 98136 Z Z L~L1 -SW- STRAW WATTLE PHHONE T(206)R795D 9023MAN,PE O Cn F NEW+REPLACED POLLUTION: 3917 SF LY ir GENERATION IMPERVIOUS O Cn m CB INLET PROTECTION EMAIL: pedro0terraformadesigngroup.com U F cD EARTHWORK QUANTITIES: '^ 00 rn SUBGRADE CUT- 120 BCY CONTRACTOR v 7 'D aI SUBGRADE FILL- 120 BCY SAYER CONTRACTORS,INC. L Z = zo m *FOR PERMIT USE ONLY CONTACT: KATHRYN HORWITZ Z W O ~ "+ DO I PHONE: (253)533-2431 J� O O 6' l EMAIL: khorwitz®soybccom m c O i ° ^cx d LL W coagoQ PSN o = GOVERNING AGENCIES \\ �' " ~ PROPERTY INFO ei�` o Q / O aI o h2V GRADING.DRAINAGE.WATER.SEWER.ROADWAY 1 ADDRESS o^ DO CITY OF ARLINGTON EX. CB - Nye d- E 238 NORTH OLYMPIC AVENUE Q 19020 63RD AVENUE NE,ARLINGTON,WA 98223 RIM i42_fi5 �� o d =I W ARLINGTON,WA 98223 fi PVC MIS IWC.59 m n LEGAL DESCRIPTION "�O N Nw PHONE: (360)403-3421 L� pie° Lu NATURAL GAS Q ALL THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 15, "� Z CASCADE NATURAL GAS r 1 TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M DESCRIBED AS FOLLOWS. \�"•�,3 I z I" W �./ COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 15; SB9.40'57.E + hR ,,6° _a dl > J THENCE N 04'00'06"W ALONG THE NORTH SOUTH CENTERLINE OF 39.00 IDS DI ED ,�Q POWER SECTION 15 FOR A DISTANCE OF 702.45 FEET; THENCE N 86'0211"E S ° °3 a CB FILTER PER �Oy� o 0 SNOHOMISH COUNTY ROD O�/ W LU Z N FOR A DISTANCE OF 922.30 FEET; THENCE N 03'57'49"W FORA P 3 GPPVE� DTL 1/C1.5 _ m M I,J_ LLJ m DISTANCE OF 60.00 FEET; THENCE N 86'02'45"E FOR A DISTANCE OF I SP n� o,^,,I and J I , (p o� 309.82 FEET TO THE TRUE POINT OF BEGINNING; �, w• • ,g, H v= _ Z THENCE S 86'02'45"W FOR A DISTANCE OF 150.00 FEET; THENCE IN I � �o I .#U, o _ -IIHP- SHEET INDEX W Lu 03'57'39"W FOR A DISTANCE OF 150.00 FEET; THENCE N 86'02'45"E �p39 +^'BvERHAN 9' �A I SOIL STOCKPILE 11_ 1 L--CHIP----- Q Z FOR A DISTANCE OF 39.00 FEET; THENCE NORTHEASTERLY A DISTANCE �gavE� °PM '. +'' 1 _ PER DTL 3/C1.5 ~ I C 1 -DHFz- of O OF APPROXIMATELY 121 FEET TO A POINT ON THE WEST LINE OF 63RD of i 9 _ GA7 CONC.WASHOUT o A=_P-L"- �I,g 1 � Cl.l TESC PLAN M � AVENUE NE,WHICH POINT IS 200.00 FEET FROM THE TRUE POINT OF rMERGENCv PUMP w 1_'p3 _ BASIN PER DTL. STRAW WATRE I '" � O SHUT OFF SWITCH '"' __ C1.2 PAVING PLAN BEGINNING AS MEASURED ALONG SAID WEST LINE; THENCE S 03'57'39" o I ,a. + 4/C1.5 TPER DTL.2/C1.5 a WIMP' F"- - N J I' C1.3 CIVIL PLAN o E ALONG SAID WEST LINE A DISTANCE OF 200.00 FEET TO THE TRUE SW-SW SW-Sw-Lsw-sw-S ° I rn SITE BM#2 I ao ( EX. SSMH 2 G1.4 CIVIL NOTES w POINT OF BEGINNING. SITUATE IN SNOHOMISH COUNTY,WASHINGTON. 631 I 1 C1.5 CIVIL DETAILS DEMO EX I RIM 744.87 DEMO EX.FUEL CONC.PANNG LADDER HE (FLOWS NI VERTICAL DATUM EQUIPMENT& . EX.ROOI" ° 1 A "- I w�, 12"PVC IE N 134,83 CL6 CIVIL DETAILS BOLLARDS(TYP) OVERHANG NATT11L 72"PVC IE S 134 88 a GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) TO REMAIN I ePvc IE E 135.oe LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES.THE w x b.,r°ScvRHANG ---�i--SC--- LL o SVi BOUNDARY& TOPOGRAPHIC SURVEY ---_ NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH __-- 3 es_ off_ >-r-- '-- --,�3' ' E%. C8. RIM 743.18 i -H- - I �laa.ao `S 1� 2010.00) GRID COORDINATES WERE FOUND TO BE 428216.11 / 6Pvc IE s 141.37 + - '^'e0j•-I' a�F IT`; o� SIGNI _ I 1321435.99 AT A FOUND 2" BRASS DISK INCASED AT THE TOP OF ELBOW 141.73 �{FaucBr ° .I p3 I11 L, I SOUTHEAST CORNER OF SECTION 15, TOWNSHIP 31 NORTH, RANGE p3 II 5 EAST, W.M. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION : o © Ld o ,>°'96L'. WB -'----'-- FACTOR OF 0.9999963746 AND THE GRID SCALE FACTOR OF " i "+; t ' rL,"'x TOP > o i 0.9999426121 WAS APPLIED TO THE GRID COORDINATES FOR x�P D, p39 w ' coNCPC Spa o 1 SN "x x �cgEFe .. 313 SHOWN GROUND DISTANCES. 9 „ -' •� ,.,. �, ,'" co o LL X _ _ �,, 4"°� �, I'd 14 13 +"+ CB FILTER PER - - - a ° i Iwo REVISIONS' -SC-_'-- 138 DTL 1/C1.5 -+ -5G--- - BASIS OF BEARING 137 eepvE� o o D----D 6 oi3- p I I `SAWCUT LINE '- 1 GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) #6 �" �'"'� DEMO EX. \ h SITE#1 LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES.THE 11 CONC.PAVING NORTH AMERICAN DATUM OF 1983/2011 (NAD 83/2011 EPOCH G, + 1 SW-ISW SW-SWT lob 4�x 2010.00) GRID COORDINATES WERE FOUND TO BE 428216.11 / °F E� aiM iB3.ze CB FILTER PER a 1321435.99 AT A FOUND 2 BRASS DISK INCASED AT THE .1 °p0�6"PVC IE s 141 DTL 1/C1.5 o SOUTHEAST CORNER OF SECTION 15, TOWNSHIP 31 NORTH, RANGE ' __ _ .`� ' 1 5 EAST, W.M. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION -- D----D D a ° DATE: 7/26/24 FACTOR OF 0.9999963746 AND THE GRID SCALE FACTOR OF 5 x be 'p" 0 +'" SCALE: AS NOTED 0.9999426121 WAS APPLIED TO THE GRID COORDINATES FOR - ° ° _ 33' ,, SHOWN GROUND DISTANCES. ° --°----° y ASPHALT sw N w I o o DRAWN: PAD sw-sww 142 �9 S I w II 11 I CHECKED: PAD VERTICAL DATUM cApvE STRAW WA P41 - F15982 (C)(D) _ PER DTL 2 C1.5 3D JOB NO.: 24004 BASE: - - - - 150.17'(C) 3EX. CHAINLINK FENCEHELD STATION ARLI AS PUBLISHED ON WASHINGTON STATE ` < 889.40'57'E 1357.43'(C)15D.DG (D) TESC PLAN REFERENCE NETWORK WEBSITE (HTTP://WWW.WSRN3.ORG/)(201E) se9.4o'S7'E 309.99 (c)(D) EX. ce c°, 1ELEVATION: 151.54' (NAVD 66) \-E%, oI_7woT=n 6(DI14E71391q9 fh"E. 'I-PJ 6"DI IE W 139.71 SITE #1 CE 503: RIM 1"3`32 I fi PVCIE N 13B 74 + " API �-SET REBAR AND ORANGE CAP "CONTOUR CONTROL" EAST OF THE "6 o TOP OF T"PIPE 13832 I p O EAST FOG LINE OF 63RD AVE NE AND SOUTH OF THE SOUTH EDGE I�- STY of Rr PIPE 138.32 OF PAVEMENT OF THE NORTH DRIVEWAY, EAST OF SITE. SHOWN m_ TOP rIEIF r(A L N:39.9' N 1 1 T5F, IS i!A_L s?9.9� 1 I HEREON. ELEVATION: 144.11' (NAVD 88) I ze fiPVC IS S_=e.14 SJNP I 3 1 12 n \ 1 I SITE #2 CIE 505: - . SET DEBAR AND ORANGE CAP "CONTOUR CONTROL" WEST OF SITE. SHOWN HEREON. ELEVATION: 143.46' (NAVD 88) se9.4f'3f°E "( 922.30'IC)(D) I 1 1 inch= 20 ft. 1 1 1/7 PETROCARD —ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA o LEGEND DATUM.' lz� of WAs c?� HORIZONTAL: HAD 1983(2011) EXISTING PROPOSED DATUM VERTICAL: NAVD88 ---- PROPERTY LINE �4'c�s7o R.O.W.CENTERLINE �SS7ONAL`��G 7126/24 EASEMENT E 0 CONCRETE A.C.PAVING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL m DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES a H E ---sc--- SAWCUT LINE BEFORE COMMENCING WORK. ^ v 100 GRADING CONTOUR EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR O N SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF 90.00 ANY DISCREPANCIES BEFORE COMMENCING WORK. ' + SPOT ELEVATION 4,4 a1 a CONIRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND W- - WATER MAIN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO F h - CONFIRM EXISTING UTILITY AND GRADE INFORMATION. V —— s—— SEWER MAIN CALL AT LEAST 2 WORKING -- D-- D STORM DRAIN DAYS BEFORE YOU DIG P►� I�.M s SWALE CALL'811' LW W l� Q FUEL LINE (DESIGN BY SAYBR) 7 FIRE HYDRANT 03 WATER METER m GATE VALVE O SEWER MANHOLE ❑ STORM CB STORM MANHOLE -----oHP---- ELECTRICAL LINE --- T- TELEPHONE LINE --- - GAS LINE Z z W Tn W POWER VAULT O O F-cl) o UTILITY POLE UQ F STREET LIGHT a N Z Z = Q o PARKING LIGHT o o z W 0 J Of coN ENc } oo U oo x o Q >W i Qo O N66 q'N p2 A2 a o a o I uJ ^^ Lu L oh.' N M I o Z O u, V 589'40'S7 E 39 U) o J00 1 4 CND I a 1 I Z N 04 Ce) IlLiiy W 4 F IbtiA a LL Z Q �o \I_ i -OHP--� 111 Q Zi I� Wn Z GPPVE PM❑I C '\ \ -OHP-- li O GATE ASPHALT X'X 1 a - 1 F HOUSEKEEPING PAD ��pp co C9 EMERGENCY PUMP pSQ\+,p �� T�1 � M SHUT OFF SWITCH TaPJF-C 6"THICK ' wMP a -- -F`- - -- -- p Z o 4000 I o N J g5 REBAP51R®12"O.C. 11 \ 0 1 C SITE BM#2 RESTORE GRAVEL SURFACING 97 SF I h 1 1 w Q CRUSHED SURFACING BASE FUEL FACILITY 1 \ COURSE(12"THICK) z�� 0101T_(21TY)� PY EQUIPMENT PER \ o \ o I AS NECESSARY '- TY) DRAWINGS BY SAYER a 1 4.0' 4.0' a o' s 1 5 O' 150 1s 0' 12 012-0'-�� o 15.0' 4.0 19.0, SC - - SIGNI +u4 TOP FFDA� WeL"J® REVISIONS: FUEL LINES(TYP) SC. - SC -- PERSAYBRo D--_-p CONC.DRIVE SLABw9"THICK _ ' E%.CANOPY CONC.DRIVE SLAB = 1 SITE 81 � � 4000 PSI TO REMAIN o 9'THICK I 1 a000 PSI 1 1 10 REBAR®12"O.C. 1 #5 REBAR 0 12"O.C. w. om 1062 SF SAWCUT&SEAL LINE I 1 2oaz sF } + I GPPHV� HMA PATCH PER DTL.1/C7.5j ,n % __ NEW BOLLARDS(TYP) 1 \ °-_--D-_- D .D -D-_--D- PER DTL 2/C1.5 \ oEx a 1 1 \ DATE: 7/26/24 B TANK FOUNDATION TANK: I < 311 N \I SCALE: AS NOTED - 9"THICK 1 _ ----° 4000 PSI -'°- -------------- °----o----0---4,y 16 REBAR®12"O.C. w 1J.0' ASPHALT I a ? �.... + 169 SF a T I 1 o DRAWN: PAD + SE � p` w 1 I CHECKED: PAD TOP 4 F15982 (C)IN) 30 N JOB NO.: 24004 150.17'(C) EX. CHAINLINK FENCE 189'40'57"E`357.43'(C) S89'40'57'E 309.99'(C)(D) 150.00'(D) Fc PAVING PLAN N 1 1 I I � I I o a IV � o Im I II o 1 I )0 1 \ I - - - - - - - - �_� _ o 10 20C1 .2 SB9'41'31"E o 922.30'IC)(D) \ I\\ 1 inch= 20 ft. o N \ I 2/7 PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA o LEGEND DATUM' �o� of WAsry c?� HORIZONTAL: HAD 1983(2011) EXISTING PROPOSED 9A7UM VERTICAL: NAVD88 ---- PROPERTY LINE �4'c�s7o R.O.W.CENTERLINE �SS7ONAL`��G 7126/24 EASEMENT 0 ---sc--- SAWCUT LINE -100 -100- GRADING CONTOUR THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS V 3 P SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL +90.00 r90.00 SPOT ELEVATION DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES E BEFORE COMMENCING WORK. �� v --- w- - WATER MAIN EXISTING GRADE INFORMATION IS APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ? N -- 7-- SEWER MAIN ANY DISCREPANCIES BEFORE COMMENCING WORK. O ' 2 a CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND �I --- T-- -D- STORM DRAIN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO - CONFIRM EXISTING UTILITY AND GRADE INFORMATION. V ffi SWALE CALL AT LEAST 2 WORKING - - - - FUEL LINE DAYS BEFORE YOU DIG w (DESIGN BY SAYER) CALL'811' W FIRE HYDRANT Q 03 WATER METER A GATE VALVE '•, 0 SEWER MANHOLE ❑ STORM CB STORM MANHOLE -----OHP---- ELECTRICAL LINE --- T- TELEPHONE LINE GAS LINE POWER VAULT -- UTILITY POLE z Z W T Iirur O Tn LL c� vJ � 0 U F c rn s d- aI N co Z Z = � oI x `,I„I f Z O oU ()f Gn m C4 0 N � Q U fn M H- o = I cl ' O m H66 GN p2G 12 I o EX. CB Q RIM 142.fi5 + d- '^I LLI 6 PVC IE S 14C.59 o Z° Nw L oyp a+ x I I Z S89'40'57"E yR +A6 0 C)-� 39.00'(C)IDI �•° -I O r Q O Z N Co ` rn m 1 d- Z --OHP--. Q ,,IMRHAN�a �A I +p3 L--❑Hf+----- � Q Z - -OHFz- O - 4 -- -- - - o Z WMP v F F J clj CD SITE BM#2 s I + I v l 1 EX.•SSMH 2 U TC=144.40 +°36 o TC=144.85 RIM 744.87 w DRAIN ¢oW 1 PV=143.90 14440 II 0 11 '^ LADDER NE (FLOWS NI p 143.85 //TC=144.35 I "143.70 3.95z Q PV=144.35 2"PVC IE N 114.83 ^6� PV=143.85 144.00 1A , 744,45 "PVC IE 5 734 88TC 144.0 w I TC=144.10 ~ ��2 3 IE E 135,08 o PV 1438Q LL PV=143.60 PV 143.45 TC 14467° TC=144.90 14380 SC- PV 14417 SCPV=144.40 14460 1 OVERHA 1 FUEL LINES PER v 1 I Ir P 5 SAYER DESIGN - 1 TOP OF ELBOW 147.]3 na __ _ .Y. , I 1 . z TOP +^+'° 11'�6°PVC,SDR35 O 4.27% �•. .ti� v_.._�°ems � TC=ia�� �_ �Ra. ���� � wB _ " rL,^+ TC=14392 i �S-PV=14350 D I- Lr III ,•z�'P BE NEW OIL/WATER SEPARATOR �a �PV=N 42 a143.82 _o-- �'• 'P .g PER DTL 1/CI.6 T' 1� 52� �..i44.18. 9 _ _ 1 - j REVISIONS: 139 RIM-143.32 _ __ __ __r __ 4 TC=143.97 144.25 �w� 138 IE=140.90(6°N) 14350 " PV=143.47 I+ SC- �- IE=140.57(6°S) TC 144.00 TC 144.OSC=144.5 TC=144.55 Q 137 _° p-143.55 If pV=143.50 PV-143.55 PV=144.00 PV=144.05 >z 'e 5136... N NEW STORMFILTER }+''p3 143.90 .58 143.63 z5 144.08 144.1A 1 SITE#1 + PER DTL 2/C1.6 h 1 Ap3 a -2'�6°PVC �a RIM-143.32 I 1 IE=140.50(6"N) SDR35 0 3.5% EX. CB 10'-4 PVC SDR35®2X NIN6 � F IE=139.10 6$ I pP RIM 143.26 I I SO `EXISTING (") 1-7'ry 6"PVC 143.15 FROM CAN Y DOWNSPOUT INFILTRATION+''° SDR35 01.43% B"Pvc IE s 1m.5 TEE INTO EX. "PVC + POND 6"CLEANOUT PER DTL.3/C1.6 _ _ z 1 ° cu RIM=143.30 p3p0 p3>+o D D oloEX P --�- � +I°0y 1 DATE: 7/26/24 IE=139.03 e ,n° N ANK: zbz _-°--- (FIELD VERIFY PRIOR TO CONST.) 3"'+ ,^z a' +�• °�q6 I z 11 N 1 SCALE: AS NOTED --- �+ d DRAWN: PAD 4�4I 143.50 O C3 3 I 3• EX.STORM DRAIN) I , I 11 CHECKED: PAD SHALL BE FLUSHED OUT TD 7 P41 AND TVD TO VERIFY 159.82 (C)(D) _ pz9 + 'pz ,•3 y0 30 JOB NO.: 24004 PIPE CONDITION AND - - - - 150.17'(Cl OUTLET LOCATION. 150.00'(D) + i °3sz 189'40'57'E`357.43'IC) INSTALL NEW 589'40'57'E 309.99'(C)(0) EX.CB CIVIL PLAN 6"CLEANOUT HiM f42.37 NI 1 E% I /V,'4T P 6"DI IE N 139.81 I 1 FIELD VERIFY F F ITT 6"DI IE W 139.71 PIPE INVERT I •,�e ,•^� d d I� P'� ELEV. ALL EX.STORM DRAINS SHALL BE FLUSHED I " p p Q V mo OUT. EX.STORM STRUCTURES(INCLUDING R 1 1 I So THE OWS)TO BE VACUUMED OUT. a OWS SHALL BE FILLED W1TH CLEAN WATER. JL �z SB9'41'31"E 922.30'IC)(D) 1 I I 1 inch= 20 ft. 3/7 PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA �c �`GISTEFE� GENERAL CIVIL NOTES(TERRAFORMA) CITY OF ARLINGTON TESC NOTES CITY OF ARLINGTON STORM DRAINAGE NOTES TESC CONSTRUCTION SEQUENCE �SSioNAL ECG 7/26124 1.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 1. APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE CONSTRUCTED EROSION CONTROL MEASURES ARE SUBJECT TO CITY OF MARYSVILLE REVIEW AND M o FOLLOWING SPECIFICATIONS,EXCEPT AS REQUIRED BY THE LOCAL (TESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT IN ACCORDANCE WITH THESE APPROVED PLANS AND CITY INSPECTION. CONTRACTOR SHALL REVIEW AND COMPLY WITH THE PROJECT GOVERNING AGENCY(HEREAFTER REFERRED TO AS THE"AGENCY') ROAD OR STORM DRAINAGE DESIGN. STANDARDS AND SPECIFICATIONS. ANY DEVIATION FROM THESE STORMWATER POLLUTION PREVENTION PLAN (SWEEP). NO SEDIMENT LADEN REQUIREMENTS AND SPECIFICATIONS. AGENCY FOR EROSION CONTROL, PLANS WILL REQUIRE PRIOR APPROVAL FROM THE OWNER, THE RUNOFF IS ALLOWED TO LEAVE THE SITE. O 3 GRADING AND STORM DRAINAGE IS PIERCE COUNTY PLANNING AND LAND 2.A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT CITY ENGINEER,AND OTHER APPROPRIATE PUBLIC AGENCIES. DEVELOPMENT. MANUAL ADOPTED BY THE CITY SHALL BE SUBMITTED TO THE CITY 1. SCHEDULE&ATTEND PRECONSTRUCTION MEETING WITH CITY OF ARLINGTON. ti E FOR APPROVAL PRIOR TO ANY WORK ON THE SITE. AN APPROVED 2.ALL PIPE MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2. FLAG OR FENCE CLEARING LIMITS. �,E 2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY,THE COPY MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO CITY STANDARDS AND SPECIFICATIONS. ACCEPTABLE STORM �+ 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE z N CONTRACTOR SHALL SCHEDULE A PR RUCTION MEETING WITH THE THE CITY INSPECTOR AT THEIR REQUEST. DRAINAGE PIPE MATERIALS INCLUDE CONCRETE, PVC,HOPE,AND O a AGENCY AND NOTIFY THE PROJECT ARCHITECT AND ENGINEER. NUMBER OF TESC SUPERVISOR. DUCTILE IRON. CORRUGATED METAL PIPES(GALVANIZED ALUMINUM O INSTALL CB INLET FILTERS AND STRAW WATTLES FOR INTENDED WORK AREAS. a 3. THE TESC BMPS SHOWN ON THE PLAN MUST BE INSTALLED PRIOR OR STEEL)ARE NOT ACCEPTED BY THE CITY. ALL PIPE JOINTS 4. (� 3.A COPY OF THE AGENCY APPROVED PLANS MUST BE ON THE JOBSITE TO ALL OTHER CLEARING AND GRADING ACTIVITIES,AND IN SUCH A MUST HAVE GASKETS AND SHALL BE WATER TIGHT UNLESS 5. INSPECT AND MAINTAIN ALL TESC MEASURES THROUGHOUT THE DURING OF - WHENEVER CONSTRUCTION IS IN PROGRESS. MANNER AS TO ENSURE THAT SEDIMENT-LADDEN WATER DOES NOT OTHERWISE DIRECTED BY THE CITY. CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, 4.CONSTRUCTION NO ENTER THE DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE DISCHARGING SAMPLING AND REPORTING TO THE DEPT.OF ECOLOGY. NOISE SHALL BE LIMITED AS PER AGENCY CODE w NORMALLY THIS 7AM TO GPM WEEKDAYS AND GAM TO 6PM ON APPLICABLE WATER QUALITY STANDARDS. MAINTENANCE, 3.PIPE BEDDING MATERIAL SHALL BE 5/8-INCH MINUS CRUSHED 6. BEGIN SITE DEMOLITION,CLEARING, GRADING&DRAINAGE CONSTRUCTION. u REPALCEMENT, AND UPGRADING OF THE TESC PLAN IS THE GRAVEL FOR ALL PIPE TYPES,EXCEPT DUCTILE IRON. BEDDING WEEKENDS. 6. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS MATERIAL FOR DUCTILE IRON PIPE SHALL MEET THE REQUIREMENTS INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION L q 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A COMPLETE AND APPROVED BY THE CITY. OF THE CITYS STANDARDS AND SPECIFICATIONS(CHAPTER 4). h PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF OR ADJOINING THE SITE. VERTICAL DATUM SHALL BE PER THE LOCAL 4. THE BOUNDARIES OF THE CLEARING LIMITS,SHOWN ON THE TESC 4.ALL TRENCH BACKFILL IN AREAS OF PAVEMENT OR STRUCTURAL MARYSVILLE EROSION AND SEDIMENT CONTROL STANDARDS. GOVERNING AGENCY. PLAN,SHALL BE CLEARLY FENCED OR FLAGGED IN THE FIELD PRIOR LOADING SHALL BE COMPACTED TO AT LEAST 95%OF THE 7. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS TO STARTING CONSTRUCTION.NO DISTURBANCE BEYOND THE FENCED MAXIMUM DRY DENSITY. ALL OTHER AREAS SHALL BE COMPACTED DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE OR FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FENCING TO AT LEAST 90%OF MAXIMUM DRY DENSITY. LOCATION,DIMENSION,AND DEPTH OF AL EXISTING UTILITIES,WHETHER AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR STRAW, WOOD FIBER MULCH,COMPOST,PLASTIC SHEETING OR EQUIVALENT. _ SHOWN ON THESE PLANS OR NOT,BY POTHOLING THE UTILITIES AND THE DURATION OF THE CONSTRUCTION PROJECT. 5.ALL PIPE SHALL BE PLACED ON STABLE EARTH. IF IN THE 8. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.. SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO OPINION OF THE CITY INSPECTOR, THE EXISTING TRENCH 9. UPON FINAL STABILIZATION, REMOVE ALL EXISTING TESC MEASURES. CONSTRUCTION. THIS SHALL INCLUDE CALLING THE UNDERGROUND 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED LOCATE LINE 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO REQUIREMENTS FOR THE ANTICIPATED SITE CONSTRUCTION. DURING BELOW GRADE AND BACKFILLED WITH GRAVEL BEDDING MATERIAL EXCAVATION. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS THE CONSTRUCTION PERIOD,THESE TESC FACILITIES SHALL BE TO SUPPORT THE PIPE. ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS UPGRADED AND ADDED TO AS NEEDED,FOR UNEXPECTED STORM SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT TERRAFORMA DESIGN EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY 6.OMITTED. GROUP,LLC TO RESOLVE ALL CONFLICTS PRIOR TO PROCEEDING WITH THE CITY. CONSTRUCTION. 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE 6. THE CONTRACTOR SHALL PROVIDE THE CITY A 24-HOUR SHOWN ON THE PLANS AND APPROVED BY THE CITY. THE USE AND 7. THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE,ALL DRAWINGS EMERGENCY CONTACT PHONE NUMBER OF THE CONTRACTORS INSTALLATION OF INLETS IS DISCOURAGED. AND SPECIFICATIONS. IF DISCREPANCIES OR DIFFERENCES EXIST BETWEEN CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING J U DRAWINGS,SPECIFICATIONS,SITE CONDITIONS,OR WALGREENS Z z W CONSTRUCTION. 8.OMITTED. REQUIREMENTS,PROMPTLY NOTIFY THE ARCHITECT FOR RESOLUTION. NO LATER CLAIMS TO THE CLIENT,ARCHITECT OR ENGINEER SHALL BE MADE FOR EXTRA LABOR,EQUIPMENT,OR MATERIALS,WHICH COULD HAVE BEEN 7. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE 9.ALL GRATES SHALL BE MARKED "OUTFALL TO STREAM -DUMP �/� O F- a� FORESEEN BY EXAMINATION OF SITE AND PROJECT DOCUMENTS. O V J F CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED NO POLLUTANTS°. ALL SOLID COVER SHALL BE MARKED 'DRAIN" U O V FUNCTION AND OPERATION. ALL CATCH BASINS AND MANHOLES SHALL BE EQUIPPED WITH 8.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND LOCKING FRAMES AND LIDS OR GRATES PER CITY STANDARD (n .= m EXERCISE SOUND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. 8.BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE DETAILS. V z H Q THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES FROM DAMAGE TO BE LEFT UNWORKED FOR MORE THAN TWO(2)DAYS SHALL BE Z ;z F DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE IMMEDIATELY COVERED BY MULCH, SOD OR PLASTIC COVERING. 10. OMITTED. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER. BETWEEN MAY 1 AND SEPTEMBER 30, DISTURBED AREAS THAT ARE TO K O THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING BE LEFT UNWORKED FOR MORE THAN SEVEN(7)DAYS SHALL BE 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL _I CONDITION(WSDOT SECTION 1-07.17 APWA SUPPLEMENT),AT NO IMMEDIATELY COVERED BY SEEDING OR OTHER APPROVED METHODS. MANHOLE, INLET AND CATCH BASIN FRAMES AND GRATES/COVERS w CN ADDITIONAL COSTS TO THE DEVELOPER OR OWNER. TO GRADE JUST PRIOR TO CURB INSTALLATION AND/PAVING. W u) m- H 9.SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS,PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS 12. OMITTED. O d UPON REACHING A DEPTH OF 12 INCHES. 13. OMITTED. �/ 10. OMITTED. Q L/�d� 14. OMITTED. I..L CONCRETE HANDLING NOTES 11. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED,FAST GERMINATING GRASSES SHALL BE APPLIED AT AN 15. STORM WATER RETENTION/DETENTION FACILITIES, STORM CONCRETE WORK GENERATES PROCESS WATER AND SLURRY THAT APPROXIMATE RATE OF 120 LOS PER ACRE. DRAINAGE PIPE AND CATCH BASINS SHALL BE FLUSHED AND CONTAIN FINE PARTICLES AND HIGH pH, BOTH OF WHICH CAN CLEANED BY THE DEVELOPER PRIOR TO THE CITYS ACCEPTANCE ' ` VIOLATE WATER QUALITY STANDARDS. UTILIZE THESE MANAGEMENT 12. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS OF THE PROJECT. v PRACTICES ANY TIME CONCRETE IS USED. REQUIRED,IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 3 J 1.CONCRETE TRUCK CHUTES,PUMPS, AND INTERNALS SHALL BE INCHES,OR 3,000 POUNDS PER ACRE. 16. OMITTED. O UJ u.l WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. 13. SOIL STOCKPILES SHALL BE STABILIZED WITHIN 24 HOURS. 17. IF THE CONTRACTOR ENCOUNTERS GROUNDWATER OR SOIL w N WHEN ACTIVELY WORKING WITH THE SOIL STOCKPILE, CONDITIONS DIFFERENT FROM THAT SHOWN IN THE PLANS DURING m 2.WHEN NO FORMED AREAS ARE AVAILABLE, CONTAIN WASHWATER STABILIZATION BY GROUND COVER BMPS SHALL OCCUR AT THE END INFILTRATION SYSTEM INSTALLATION, THE CONTRACTOR SHALL ILL Z AND LEFTOVER PRODUCT IN A LINED CONTAINER.DISPOSE OF OF EACH WORK DAY. NOTIFY THE CITY INSPECTOR. ui L.LLu WASHWATER IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER Q OR SURFACE WATER QUALITY STANDARDS. 14. OMITTED. 3.UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE 15. MAINTENANCE AND REPAIR OF TESC FACILITIES AND ccoo ~U' RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION o Z OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. o _j 4.HAND TOOLS INCLUDING,BUT NOT LIMITED TO, SCREEDS,SHOVELS, c Q RAKES, FLOATS,AND TROWELS SHALL BE WASHED OFF ONLY INTO 16. UPON COMPLETION OF THE PROJECT, ALL BMPS SHALL BE FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR REMOVED FROM THE SITE AND RIGHT OF WAY. IF BMPS ARE o ASPHALT. REQUIRED TO REMAIN IN PLACE FOR FURTHER PROTECTION, a ARRANEMENTS FOR REMOVAL SHALL BE MADE WITH THE CITY 5.EQUIPMENT THAT CANNOT BE EASILY MOVED,SUCH AS CONCRETE INSPECTOR. PAVERS, SHALL ONLY BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER 17. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN CONVEYANCES. AN UNDISTURBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. 6.WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE ALL AREAS SUBJECT TO CLEARING AND GRADING THAT WILL NOT BE DRIVEWAYS SHALL NOT DRAIN DIRECTLY NATURAL OR CONVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A CONSTRUCTED LL NOTADR CONVEYANCES. DRAINAGE FACILITY OR ENGEINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT THE PROJECT COMPLETION, DEMONSTRATE THE 7.CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY REQUIREMENTS ESTABLISHED IN T5.13 OF THE 2014 SWMMWW, POST REVISIONS: DURING CONCRETE POURS AND REPAIRED THE SAME DAY. CONSTRUCTION SOIL QUALITY AND DEPTH. DATE: 7/26/24 SCALE: AS NOTED DRAWN: PAD CHECKED: PAD JOB NO.: 24004 CIVIL NOTES ClA 4/7 PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA �z F G AXONAL 7/26124 F NOTES: r, 1. PLASTIC SHEETING IS USED TO PROVIDE IMMEDIATE PROTECTION TO SLOPES AND STOCKPILES. 2. DO NOT USE PLASTIC COVERING UPSLOPE OF AREAS SUCH AS STEEP AND/OR UNSTABLE SLOPES THAT MIGHT BE ADVERSELY AFFECTED BY CONCENTRATED RUNOFF. ^ o 3. WHEN POSSIBLE, INSTALL AN INTERCEPTER DIKE AT THE TOP OF THE PLASTIC TO DIVERT FLOWS AWAY FROM THE PLASTIC. ^I N INLET PROTECTION NOTES: 4. TOE-IN THE TOP OF THE SHEETING IN A 6"x6"TRENCH BACKFILLED WITH COMPACTED NATIVE MATERIAL. 1.FILTERS SHALL BE REMOVED AND CLEANED OR N a REPLACED AFTER EACH STORM EVENT AND ON A 5. INSTALL A GRAVEL BERM, RIPRAP,OR OTHER SUITABLE PROTECTION AT THE TOP OF THE SLOPE IN ORDER TO DISSIPATE ^I WEEKLY BASIS. RUNOFF VELOCITY. (h - 6. ANCHOR THE PLASTIC USING SANDBAGS OR OTHER SUITABLE TETHERED ANCHOR SYSTEM SPACED ON A 10'GRID SPACING �J1 IN ALL DIRECTIONS. �C z ADAPTER SKIRT RETRIEVAL STRAP � �48. 7. OVERLAP SEAMS 1-2',TAPE, ROLL AND STAKE THE SEAMS AND THEN WEIGH DOWN THE ENTIRE LENGTH. 8. BARRIER IS REQUIRED®TOE OF STOCK PILE. wl l 9. REPLACE TORN SHEETS AND REPAIR OPEN SEAMS. COMPLETELY REMOVE AND REPLACE PLASTIC WHEN IT BEGINS TOIz DETERIORATE. OVERFLOW '•, GE TEXTILE (TO BYPASS FABRIC PEAK STORM PLASTIC COVERING NOTES VOLUMES) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILLS AND SHALL MEET THE REQUIREMENTS OF CATCH BASIN STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS.ALL SEAMS SHALL BE TAPED OR SEDIMENT ACCUMULATION WEIGHTED DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP OF ALL SEAMS. CATCH BASIN FILTER BMP 220 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND C1.5 MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY ESTABLISHED. SCALE: N.T.S. 4, WHEN THE COVERING IS USED ON UN-SEEDED SLOPES,IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT z Z I j SURFACE WATER FLOW BENEATH SHEETS. rn c w 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. O "' OCIDo MINIMUM 12" U oo = OVERLAP OF SEAMS r n < O> v PLASTIC SHEETING '_ z Z w F- O O Q CLEAR PLASTIC SHEET _ _ _ _- EL' (n SHALL HAVE A MIN. m O THICKNESS OF 6 MIL. } IN < STRAW WATTLE ROLL - - w oMo 8"- 10"DIA. HOLD DOWN WITH - SANDBAGS OR EQUIVALENT O/ o FLOW -- _-- - _-- - -- - LL -a =_ - -- - -_ BARRIER REQUIRED W TOE OF SLOPE OJ 2 STRAW WATTLE BMP C235 3 SOIL STOCKPILE (BMP C123) w Z N C1.5 SCALE: N.T.S. C1.5 SCALE: N.T.S. w � � m LL W Q � Z � O H- � O o Z N J O � � Q CONCRETE WASHOUT STEEL BASIN w JESCRAFF 72502"x14"OR EQUAL MIN.VOLUME o 0 ~¢ REVISIONS: ALTERNATE:PLASTIC LINED BASIN WITH STRAWBALE SIDEWALLS 4 CONCRETE WASHOUT BASIN (BMP C154) DATE: 7/26/24 SCALE: AS NOTED C1.5 SCALE: N.T.S. DRAWN: PAD CHECKED: PAD JOB NO.: 24004 CIVIL DETAILS C1 .5 5/7 PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA lz" OF WAs',c�� �c 0 0IdeasUe Precast® Delivering ASS OVAL Reliability 7/26124 F 7'-0" Top Section 6'-6" Vault 577-CPS LID _ �V Co. 2-332P, Galvanized V 3 Diamond Plate Cover H E �r-------- ----- 28"x 28"(711x711] r1O O d N V ACCESS COVER STORMFILTER DESIGN NOTES �1 Q _ CONCRETE CATCHBASIN STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCAL APPROVALS PEAK CONVEYANCE CAPACITY IS 1.3 CFS e - CONCRETE CATCHBASIN STORMFILTER ISAVAILABLE WITH UPTO TWO(2),18"[4671 OR 27"[6861 TALL CARTRIDGES w j UP TO 4 INDIVIDUAL UNITS MAY BE LINKED FOR AN ULTIMATE CAPACITY OF EIGHT(8)CARTRIDGES A A Gw CARTRIDGE SIZE(in.[lulu]) 2][686] 18[45]] H s ry m _ @' p RECOMMENDED HYDRAULIC DROP(ft.[lump 3.05[930] ZS[701] N K �,i SPECIFIC FLOW RATE(gpmisf[Llslm]) 2[1.36] 1.67'[1.13]' 1[O.fiB] 2[1.3fi] i.fi]'[1.13]1 1[0.68] 144 k CARTRIDGE FLOW RATE I—[LI I) 225[1.4] 18.79[1.1B] 11.25[0.]i] 15[0.B5] 53[0.78] ].5[064]] 1.67gpmisf[1.13LIslm']SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB (PSORB)MEDIA ONLY LINKING OPTIONS SHOWN BELOW.FLEXIBLE INLET PIPE,GRATED AND SOLID COVER PLACEMENT. l J CONTACT YOUR CONTECH REPRESENTATIVE FOR MORE INFORMATION ., on I J 2'A"[]11] 2-0[I11] sago ouii 3 uiE moo sno cao ea,o vu�� L1� p o,o moo ae fi-[° INBIDE RIM INSIDE RIM NIT (SHIPPED IN 2 P PECES) (SHIPPED IN 2 PIECES) (SHIPPED IN 1 PIEUNIT TRIPLE UNIT DUAL UNIT SINGLE j contractor ToAfter r In (cation VIEW 3/4" Dia. Lift Insert PLAN VIEW After Installation 4 Places In Top Section MAXIMUM RIM TO OUTLET PIPE INVERT HEIGHT IS 6.05'[1844]. OPTIONAL INLET PIPES STORMFILTER BYPASS GENERAL NOTES AND ALTERNATE CARTRIDGE WEIR 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. OUTLET PIPE (OPTIONAL) ASSEMBLY 2.DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS.ACTUAL DIMENSIONS MAY VARY. W1ER$AT TOP EL=141.$2 LOCATIONS 3.ALTERNATE DIMENSIONS ARE MILLIMETERS[mm]UNLESS NOTED OTHERWISE. 4,FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED OUTLET PIPE SOLUTIONS LLC REPRESENTATIVE...Ccn,rES.cc, WITHBOOT 5.STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATAAND INFORMATION CONTAINED IN THIS 6"INLET PIPE With 6"OUTLET PIPE With (12'[300]O MAXIMUM) DRAWING.CONTRACTORTO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. $amp 6g T¢¢By Sem lim Tee B 6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEAN ING.RADIALMEDIADEPTH 1 1/2"Dia. Lift Hole P 9 y COBIraC10r Contractor FLOW SHALL BE]-INCHES[1]8].FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 385ECONDS. 1 Each Side, 2 Sides TOP EL=141.70 TOP EL-141.70 O O 7.SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW(GPM MIN DIVIDED BY THE MEDIA SURFACE CONTACT AREA(BELEV U 8.STRUCTURE SHALL PIP AASHTO LEV LOAD RATING,ASSUMING OF NGEARTH COVER OF O'-0'-2"[51]AND GROUNDWATER ELEVATION AT,OR 7 EL=143.32 EL=143.32 BELOW,THE OUTLET PIPE INVERT ELEVATION,ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.CASTINGS z Z W SHALLMEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.INSTALLATION NOTES O N W g STORMFILTER 1. ANY SUB-BASE,BACKFILL DEPTH,AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE O ALTERNATE OUTLET CARTRIDGE SPECIFIED BY ENGINEER OF RECORD, F- O f PIPELOCATIONS (STANDARD) 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER F U 1 STRUCTURE. A tt 4'S"[1346] 3.CONTRACTOR TO PROVIDE AND INSTALL PIPES.MATCH PIPE INVERTS SHOWN ON PROJECT SPECIFIC DRAWINGS. 7CID PLAN VIEW 4.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. Z Z = CASTINGS NOT SHOWN z O � �p SITE SPECIFIC W r DATA REQUIREMENTS O 0 IE=140.90(6"N) - FINISHED GRADE STRUCTURE ID STORMFILTER G } 0 11140.57 TS WATER QUALITY FLOW RATE Rfs[U.]) 0.0135 w Q Qo Q ITS) __l l=III u) M H BYPASS PEAK FLOW RATE 0,0727 BYPASS UJ WEIR II LL- WEIR RETURN PERIOD OF PEAK FLOW(yrs) 25 4x6 Bushing STORMFILTER CARTRIDGE ASSEMBLY ASSEMBLY CARTRIDGE SIZE(27,18) 18 O CARTRIDGE 4 NO-HUB COUPLING IT IIIIIIIN Le 33,[946]]IN.(2"[6861) CARTRIDGE FLOW RATE ].59pmisf Oil Retainer 4" Riser Pi e OPTIONAL IN LET III SEE LINKING OPTIONS ABOVE III WITLE ECT a, Flow Diffus v- p MIN.ABOVE OUTLET -- it -FORMIMTOINVERT III WITH BOOTPIPE NUMBEROFCARTRIDGES REQUIRED 1 Q 11______JII /ill Boni- PIPE INVERT fi"[152] 4 Flo-Stop Valve PIPE INVERT RIM ELEVATION MET ec µ PIPE DATA: INVERT MATERIAL DIAMETER Baffle er �- T, y I "I INLET PIPE 1 140.50 1 PVC 1 6" 1L►i INLET FLO-STOP VALVE _�__ ____ __s=a- OUTLET PT PIP C OUTLEPE i 739.10 PVC 6" C Grit/sludge AVAILABLE FROM Retainer Weir ENQUIP CARTRIDGE NOTES/SPECIAL REQUIREMENTS. D 2'-0"[6f 0] z-salD uos ECK U (918) 599-8111 J ELEVATION VIEW RIGHT SIDE VIEW W W M Z N Lu 4 577-SA m e 9 e CONTECH® CONCRETE CATCHBASIN ILL w 1•. 1.• Storm Filter® ENGINEERED SOLUTIONS uC STORMFILTER W ] 2 1'-10 12' 1'-11' 2'-2 www.Ca_hEB.cam w14I 9 DrNa, STANDARD DETAIL Q Z SECTION AA �aa.....w .Po. .a." ^ O L.L Q5 0 CD z OIL/WATER SEPARATOR (800 GAL) < 2 CB STORMFILTER � �' C1.6 SCALE: N.LS C1.6 0 SCALE: N.T.S. � � a CAST IRON FRAME&COVER--\ STENCILED"SEWER"OR "STORM"PER PLAN ^„MINA DUMP NO WASTE .CONCRETE COLLAR, Ii.. _ REVISIONS: 6"MIN. DEPTH PVC CLEANOUT n ADAPTOR (HUBxFEMALE), p 3 1/2" o PVC THREADED PLUG a WITH RAISED NUT SIZE PER PLAN 45-DEG BEND DATE: 7/26/24 (BELL6PIGOT) DRAINS TO SCALE: AS NOTED DRAWN: PAD GROUNDWATER CHECKED: PAD PVC CLEANOUT NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. JOB NO.: 24004 ADAPTOR WYE (HUBxFEMALE), PVC THREADED PLUG CIVIL DETAILS WITH RAISED NUT TO BE PAINT STENCILED AT ALL EXISTING CATCH BASINS 3 CLEANOUT CATCH BASIN STENCIL STENCIL SCALE: N.T.S. C1.6 SCALD. N.-.-. C1 .6 6/7 BOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 15, TOWNSHIP 31 N., RANGE 5 E., W.M. -NW NE 0 CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON 15 sw z 0 F a_ ' U 10 O 0 � W 0 20 40 35 Ca I N 1/4 CDR OF SEC. 15, TWP.31 N, RNG. 5 E, W.M., CALCULATED PER flEC.N0.200605315006. SCALE: 1" - 20, RIM 5 RM 145.37 a UNABLE TO OPEN-BOLTS FILLED MITH CONCRETE 15 14 0 0 0 + E 114 111 OF SEC. 15, TWP. 31 N, RNG.5 E, W.M., FOUND PUNCH DESCRIPTION: IN 2°BRASS DISC DOWN t/-0.50' z0 PER REP.N0.1111111111 LEGEND: IFC67EH AVED ON TNE.HE Et/T 36.5 FEET NW OF CATCH BASIN AND t/-100 FEET > ALL THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 15, SOUTH OF CURB ISLAND. W' TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., DESCRIBED AS FOLLOWS: 6 =FOUND MONUMENT, AS NOTED. FC VISITED OS/02/24. COMMENCING AT THE SOUTH QUARTER CORNER OF SAID SECTION 15; E THENCE N 04'00'16"W ALONG THE NORTH SOUTH CENTERLINE OF =CALCULATED MONUMENT aa' SECTION 15 FOR A DISTANCE OF 702.45 FEET; THENCE N 8fi'02'11"E FOR A DISTANCE OF 922.30 FEET; 8=SITE BENCHMARK THENCE N 03*51 41 W FOR A DISTANCE OF 60.00 FEET; p o N w m THENCE N B6'02'15"E FOR A DISTANCE OF 309.82 FEET TO THE (C) =CALCULATED. TRUE POINT OF BEGINNING; W a,,�• p0 a THENCE S 8fi'02'45'W FOR A DISTANCE OF 150.001 FEET: (M)=MEASUflEO. a=o THENCE N 03'57'39"W FOR A DISTANCE OF 150.00 FEET; a THENCE N 8fi'02'45"E FOR A DISTANCE OF 39.00 FEET; THENCE NORTHEASTERLY A DISTANCE OF APPROXIMATELY 121 FEET (D)=HIS NO. 9211025003 TO A POINT ON THE WEST LINE OF 63RD AVENUE NE, WHICH POINT o IS 200.00 FEET FROM THE TRUE POINT OF BEGINNING AS MEASURED 3.B'N o�, ALONG SAID WEST LINE; (R)=HIS NO. 200605315006 0 f W a Q L o THENCE S 03'57'39"E ALONG SAID WEST LINE A DISTANCE OF /e o 30' w 200.00 FEET TO THE TRUE POINT OF BEGINNING. VC =VERTICAL CUflB SITUATE IN SNOHOMISH COUNTY, WASHINGTON. EC =EXTRUDED CURB 0.2'S10 BASIS OF BEARING: BOLLARD GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) ��=COLUMN LAMBERT GRID WASHINGTON STATE NORTH ZONE Co BIT' NORTH AMERICAN DATUM OF f9B3/2011 (HAD 83/2011 EPOCH 2O 11.11) =PAY STATION \+a> alp AT IA FOUND I2ATBRASSES RDISKUINCASEDND TO EAT2TTHE6SOUTHEAST ICORNER OF 1 =PUMP 02'E SSZSg1A SO\ e ((; ' SECTION 15 TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. THE INVERSE o N66 OA 3 a • 1 a o 3 ro OF BOTH THE BE LEVEL CORRECTION FACTOR of 0.9999963746 0 =MONITORING WELL(MW) I,- z AND THE GRID SCALE FACTOR OF 0.9999426121 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN BID UND DISTANCES. O =SANITARY SEWER MANHOLE(SSMH) a" CB 3 589°40'57"E x 0.3'E IN 142.65• VERTICAL DATUM: ° =DpiDH BASIN(CB) a3 G.2'B fi"PVC IE S f40.5 39.00'(c)(DI _ suNP14o.30 -SO-=STDRN DRAINAGE LINE DPP 4a 4 m; a q BASE: C =POWER POLE(PP) 9 � ,�., s HELD STATION ARLI AS PUBLISHED ON WASHINGTON STATE REFERENCE fI 1 NETWORK WEBSITE (HIT,;//WWW.WSRN3.OHG/)(2018) X °a'a"�_ _ Ia; P, C a m ELEVATION: PIP l51.54' (NAVO B8) =GUY WIRE ANCHOR(GWA) - 30 l SM C Op a, Pp o ai SITE$1 CE 503: +p3 a� +p3 I e GATE ASPHALT (h�M W ��o SET HEBAR AND ORANGE CAP'CONTOUR CONTROL"EAST OF THE EAST FOG OO =POWER METER(PM) /0 GATE '[] LINE OF 63HO AVE HE AND SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE EMERGENCY PIMP WV - - NORTH DRIVEWAY, EAST OF SITE.SHOWN HEREON. ,X =LIGHT STANDARD(LS) SHUT OFF SWITCH +p3 , W14P =� ELEVATION: f44.11' (NAND 88) X I W co SITE W2 CE 505: 0 =POWER HAND HOLE(HHI I- I� SET REBAR AND ORANGE CAP'CONTOUR CONTROL"WEST OF SITE.SHOWN HEREON. / / \ I� RIMH 144.B7 Q ELEVATION: 143.46' (NAVD 88) PP/L=POWER POLE WITH LUMINARE < I;~ LADDER NE (PEONS N) 3 0 f2'PVC IE N f34.03 PP/T=POWER POLE WITH TRANSFORMERf2'PVC IE S f34.88 SURVEYORS NOTES: f8'PVC IEE 135.08 -OP-=OVERHEAD POWER SITE p2 + OVERHANG __ 1l 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED ® =WATER VALVE(NV) E3 .es LL I +a3 ,��g 7 IV o US,$•�''1 `�p=V BY FIELD TRAVERSE UTILIZING A TWO (2) SECOND THEODOLITE ado "1 >I 1 d 1 1 SIGN co WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER =WATER METER(NMIaao 1 BYSfi)AND REAL TIME NINEMAT IC (RTK) GLOBAL POSITIONING I ,aoo + • I e SYSTEM (GPS)(TflIMBLE R10-21. LINEAR AND ANGULAR CLOSURE OF o WATER MARKING POST(NMP) N cIN1043.18 WB I;S THE TRAVERSES MEET THE STANDARDS OF MAC 332-130-090. a+� Top SUMP 139.78 > 1 +aa> 1 • =WATER BLOW OFF(WBD a �--�----- ,?+0 6'PVC IE S 141.37 I p3 �� CONCRETE 1 a 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ,a!r • TOP OF 0.BOM f/1.73 I I!, \ " ,yP ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE _ 3"e9 - L__h OF THEIR INSTALLATION ARE SHOWN HEREON. 9- 1138- X RN1143.2fia ,ae" -`ea6 I I I o a 3) THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT CONDITIONS AS / \ THEY EXISTED MAY 02, 2024, THE DATE OF THIS FIELD 1 137 •" 6'PVC IE S 141.53 SURVEY. .I I II -A-36� \ N SlI 1�P 139.96 i� I 1�5 > I_ yes 330 SITE 11 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. NO ADDITIONAL , I I I 1 0 \\ \ \\+pz RIM f43.32N SEP 1 X I a o�a RESEARCH HAS BEEN ATTEMPTED. •I I s \ I I 6'PVC IE N 28.74 o� TOP OF T'PIPE 139.64 Ja" 1 BTM OF'T'PIPE 138.32 ►y 5) OFFSET DIMENSIONS SHOWN HEREON ARE MEASURED PERPENDICULAR ~ .I I I I I �'~ +Se 7)/ '+"z+ TOP WEIR WALL N 139.92 f9 ,a� X ASPHALT\ + • W TI PROPERTY LINES. TOP WEIR WALLS P.SO + 6'PVC IE S 138.14 ,7 fi) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR I I ,, .s +/ I I I y SUMP 134.52 + I yeo a = 1 N RESERVATIONS WHICH MAY EFFECT THIS SITE. + ' "9 ax +a z� 3tpIS 4 I W 7) THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL \\' {4 � ,a RIM 142.37 _yz 1\ 6'of IE N 139.81 DEVELOPMENT. A��F4 �� �. 2 6'DI IE W 139.71 OLIDO L Q a 8) ELEVATION CONTOURS SHOWN HEREON ARE DERIVED FROM FIELD 1t _ �ry I� 150.f7'(C) y°" / 3 O MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY CRITERIA p4 "- 159.82'(C)(0) 0.1'N y 150.00'(D) I E- OF OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR moo, TO ,a e -� 589°40'57'E 309.99'(C)ID) ,a'a a+p36 ''p3a" 0 1 S 6^+" - 30 - Q\ I - L INTERVAL. 6 CYCLONE FENCE p3. SB9'40'57"E 1357.43'(C) --Q 3g9 FO a,�e C:(ID LD 9) 63RD AVE NE RIGHT-OF-WAY WAS ESTABLISHED BY RECORD OF SURVEY + O U 200710055015. NO DEED HAS BEEN PROVIDED. SITE AREA: E 25308 SO FT (0.580 ACRES) '.�' oa'�a o oa G j II 1N O m F A r 00 E- cn m F- o- o z U a E-w ,a3 0J - w C) w z L_ ---_ ----- ----- ----- - o m x = O U U S22.30'31"E 922.30'(C)ID) I o � DRAWN BY: TB SURVEYOR:S.WOODS, PLS o S 114 COR OF SEC. 15, TWP. 31 N. 1 CHECKED:SW RNG.5 E, W.M., FOUND PUNCHl SEC 15 T 31N R 5E WM^ IN AB BRASS DISC t 0.30' PP INCASE AT INTERSECTION OF OF 59TH AVE AND 1eeTH sT NE. DATE: JUN 14, 2024 SE CORNER OF SEC. 15, TWP.31 N, VISITED 11102124. REVISED: 15 RNG. 5 E, W.M., FOUND PUNCH ^✓,L^�n�/�- IN 2'BRASS DISC DOWN t/-0.40INC ' PROJECT:24-067 22 - - AVEAMEDAND 180TH AT TNT SSTTNEN OF fi7TH DWG NAME:24-067B VISITED 05/02/24. ___ � SHEET REV. BBB°07'47"E 2590.04'IM) \ 15 14 ��� 2590.19'(fl) 22 23 7/7 - H�ior CONTRACTORS, INC. Building Relationships PetroCard Arlington Fuel System Upgrades. - H�ior CONTRACTORS, INC. Building Relationships OFFLOAD SKID 4C MP PETROLEUM 15 PS by vafuiier Denver 3" x 3" Self Priming Centrifugal Pump Petroleum 15 self-priming centrifugal pumps are capable of creating vacuum sufficient to lift liquids from heights up to 25 feet above the source. To handle many different fuels, the Petroleum 15 is available in three distinct models:PO, PG and PE 15. A Petroleum 15 PumPAK®is a full assembled and run tested um end Y pump that can be easily coupled to a number of drivers such as hydraulic motors, 184TC and 215C frame motors and gas engines. A bearing pedestal is also -- available for T-frame motor or belt drive. Standard features include SS drive sleeve, SS fasteners, renewable wear plate, and a semi-open dynamically balanced impeller. Application The Petroleum 15 Pump is available in three distinct models: PG, PO and PE .Agricultural Model PG Pumps- Compatible For Gasoline, Kerosene, Avgas &Jet Fuel •Industrial Model PO Pumps- Compatible For BioDiesel, Fuel Oil & Diesel •Marine Model PE Pumps- Compatible For Ethanol & E 85 •OEM Features •Gas engine for diesel fuel transfer ■ •NS: •Non-spark clamp(on some models) •Renewable wear plate •Stainless steel drive sleeve Suction And Discharge 3"x 3" NPT •Stainless steel fasteners Materials Of Construction Cast iron, Ductile iron •Up to a 25'suction lift Flow Up to 320 GPM Head Feet Up to 145' Impeller PE 15-semi-open cast iron, 316 SS (optional), PG 15-semi-open cast iron, aluminum(optional), PO 15-semi-open cast iron Motor Up to 7.5 HP Drive Options Close coupled 184TC, Engine mount 11 HP, Engine mount 13 HP, Engine mount 5.5 HP, Engine mount 6.5 HP, Hydraulic motor.73 cu. in., Pedestal, PumPAK® (without motor) Seal PE 15-carbon/silicon carbide/Viton, PG 15-carbon/silicon carbide/Viton, PO 15 -carbon/Ni-Resist/Viton Compatible For PE 15-ethanol, E 85, PG 15-gasoline, avgas, kerosene,jet A/8, PO 15- biodiesel,fuel oil, diesel PETROLEUM 1,-� CUBIC METERS PER HOUR 0 20 40 60 80 MODEL PETROLEUM 15 SIZE 3 X 3 -40 6.0 PIA SPEED 3450 RPM 125 50°° SPEC. GRAVITY ,8 5.75 55 �515 58 w 100 w w w 75 11 55 w 20 w z 60 0 50°� 50 NPSHR o FT `4-Li i i � i 5 30 25 20 NO SH 10 0 0 50 100 150 200 250 300 350 GALLONS PER MINUTE 34800 BENNETT-FRASER, MI 48026-1686 �MP (586)293-8240-FAX(586)293-8469 PUM PETROLEUM 15 (800)563-8006-www.mppumps.com PETROLEUM CUBIC METERS PER HOUR 0 20 40 60 80 3600 RPM MODEL PETROLEUM 15 I I 1 1# SIZE 3 X 3 SPEC. GRAVITY _.80 125 5 IN 50°o IMPELLER DIA. 6.0 25' F..100 20 W 15 -2850- ►�' ►,� W 58 5'LL 2: Q 75 5 5 ' 2Ni�►4 5 6 W 20 2 20 i J > '60% 15+ I,J Q Q 0 50 10+ NPSHR Q 1750- 7.5 HP Zz 5' ._5 30 25 3 20 2 NPSH 10 .75 HP 1 0 0 50 100 150 200 250 300 350 GALLONS PER MINUTE 34800 BENNETT-FRASER, MI 48026-1686 cm /P (586)293-8240-FAX(586)293-8469 PETROLEUM 15 (800)563-8006-www.mppumps.com m I CLOSE COUPLED - ELECTRIC MOTOR 30.68 3"NPT DISCHARGE 7 75- 7.52 3"NPT SUCTION 5.88 ,3/4 NPT 6.00 DRAIN PLUG 1.25 — 5 50 -- —16.55 6.00 75--i-3.75 20.00 PEDESTAL-MOUNT 17.38 7.68 419 3"NPT 6.19 DISCHARGE 3"NPT SUCTION 5/8-11 UNC 28 , WOODRUFF I 17.25 KEY (1/4"X 1") 1019 1 aon yay 2 U7 1!4"NPT 4 75 A4 �34 4 7� DRAIN PLUG 2.70 200 5.57 � .44 DIA.THRU 3.00 (6)HOLES 4 19 4 6.00 9.13 34800 BENNETT-FRASER, MI 48026-1686 MP (586)293-8240-FAX(586)293-8469 PETROLEUM 15 "MPS (800)563-8006-www.mppumps.com PETROLEUM 15 36048 _ t 2 T 14 6 13 1 24 4 23 5 f 11 12 2 J37 9 1 $ 5 21 22 ' 19 20 -1 2 16 �� (16 17 14 �IS PART NO. ITEM NO. DESCRIPTION QTY. PART NO. ITEM NO DESCRIPTION QTY 21291 1 CAPSCREW SS-3/8-16 X 1.13" 8 21268 14 HEX NUT SS-3/8-16 10 21266 2 LOCKWASHER SS 3/8" 18 21263 15 ACORN NUT-3/6-16 2 35628 3 SUCTION FLANGE D-3" NPT 1 * 21271 16 GASKET-5/8 X 318 X 1116 2 * 35630 4 GASKET CORK/BUNA 2 35650 17 PIPE PLUG SS 3/4 NPT 1 35625 5 HOUSING DUCTILE 1 21246 18 HEX HD SCREW SS 1/2-13 X 1.25 4 35629 6 DISCHARGE FLANGE D-3" NPT 1 21254 19 LOCKWASHER SS-1/2 4 * 22242 7 WEAR PLATE ALUMINUM 1 22423 20 BASE-ZPS 1 21262 8 FLAT HD SCR.SS-3/8-16 X 1.25 2 24710 21 SPACER STL- 2 35721 9 GASKET-C-4433 1 21259 22 HEX HD SCREW SS 3/8-16 X 1.38 4 22499 10 IMPELLER D 5,75"DIA 1 13 LD 1 35649 23 CLAMP B 1 * 35651 11 SEAL 1 5"T-2 CAR/SICNIT 1 27585 24 EL MTR. 5-3 184TC 3450/2850 1 35627 12 ADAPTOR DUCTILE 1 EXPLOSION PROOF 21261 13 STUD SS-3/8-16 X 1,63 6 * SUGGESTED REPLACEMENT PARTS ** COMPATIBLE FOR KEROSENE,JET A/8&GASOLINE 34800 BENNETT-FRASER, MI 48026-1686 l MP (586)293-8240-FAX(586)293-8469 PETROLEUM 15 (800)563-8006-www.mppumps.com PETROLEUM 15 35991 5 f � -(17 6 5 16 9 6 13 12 11 10) 18 15 14 19 J 20 3 18� 2 22 1 6 21 18 6 PART ITEM DESCRIPTION QTY PART ITEM DESCRIPTION QTY NO, NO. NO, NO, 22351 1 HOUSING C 1 23038 13 IMPELLER S/A-D 6 0 DIA 1 35650 2 PIPE PLUG S.S - 3/4"NPT 1 22363 14 SEAL-1.5" -TYPE 21 CAR/NRS VITON 1 35630 3 GASKET SUCTION-BUNA 1 22345 15 ADAPTER C 1 22468 4 FLANGE-SUCTION C 1 22461 16 HEX NUT STL-5/8-11 1 21291 5 CAP SCREW S.S-3/8-16 X 1 13" 8 22460 17 LIFT EYE ZPS 518-11 X 10" 1 21266 6 LOCK WASHER-3/8 20 21268 18 HEX NUT-S S 3/8-16 12 37138 7 O RING DISCHARGE-VITON 1 22356 19 CLAMP S S-1'• 2 41481 8 PIPE PLUG C- 3/4"NPT 1 21269 20 CAP SCREW-S S 318-16 X 2 25" 2 35721 9 GASKET-KINGERSIL C-4433 1 21256 21 CAP SCREW-S.S.318-16 X 1 38" 4 29715 10 O RING-VITON 1 21260 22 STUD S.S -3/8-16 X 1.32" 6 22244 11 WEAR PLATE STL 1 37115 12 FLAT HD SCR S S -3/8-16 X 75" 2 RECOMMENDED REPLACEMENT PARTS GP 34800 BENNETT-FRASER, MI 48026-1686 (586)293-8240-FAX(586)293-8469 PETROLEUM 15 (800)563-8006-www.mppumps.com U Model 691FS Flanged Ball Valve SPECIFICATION SHEET Application Features and Details • Blowout-proof stem • Adjustable stem packing • Quarter-turn operation • API 607 4th Edition Fire Safe approval • Temperature rating -50°F (-45.5°C) to 4750F (246°C) 691F5(3„) • 275 PSI maximum operating pressure • Lockable with a padlock Materials of Construction • Body, cap, and ball are 316 stainless steel • Seat is ME-PTFE (Molecularly Enhanced PTFE) Code Compliance ANSI B16.5 B16.10 and B16.34 full compliance, Test standard: API 598 691 FS-0200 1 V 2" 7" 4.96" 9.13" 691 FS-0300 1 V 3" 8" 5.98" 12.87" 691 FS-0400 1 V 4" 9" 6.3" 12.87" C i B i , A 57o E.7th Street Dubuque,IA 52001 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 MO R R I S O N BROS. CO. www.morbros.com May 2024 U Model 285 Ductile Iron Line Strainers SPECIFICATION SHEET Application Bottom clean-out Y-type line strainers are used in horizontal pipelines Features and Details • 50 PSI operating pressure • Strainer basket is easily removable for cleaning or replacement ' • NPT female threaded connection 285FDI(3") Materials of Construction • Body and cap... ductile iron • Yoke... Ductile iron • Screen... 304 stainless steel Item Number C D E Length Height Weight(Ibs) 6 Mesh 285DI-3000 AS 2" DI P T 10" 7.31" 15.0 285DI-3200 AS 3" DI P T E2.38"1, 9.63" 27.50 0 285FD11500AS 3" DI P F 4 10.19" 41.0 10 Mesh 285DI-3400 AS 2" DI P T 10" 7.31" 15.0 285DI-3600 AS 3" DI P T 12.38" 9.63" 27.50 285FDI1700 AS 3" DI P F 4 13.75" 10.19" 41.0 20 Mesh 285DI-3800AS 2" DI P T 10" 7.31" 15.0 SPECIFICATION OPTIONS: 285DI-4000AS 3" DI P T 12.38" 9.63" 27.50 A—Size(inches) B—Body and cap material:Ductile iron(DI) 285FD11900AS 3" DI P F 4 13.75" 10.19" 41.0 C—Gasket:PTFE®(P) 40 Mesh D—Flanged(F);Threaded(T) E—Number of bolt holes 285DI-4200 AS 2" DI P T 10" 7.31" 15.0 Length—Dimension across strainer face 285DI-4400 AS 3" DI P T 12.38" 9.63" 27.50 to face(inches) Height—Dimension from base to top(inches) 285FD12100 AS 3" DI P F 4 13.75" 10.19" 41.0 Weight—Shipping weight(Ibs) 60 Mesh • Flange gaskets,nuts,bolts and washers 285DI-4600AS 2" DI tp T 101, t7.31" 15.0 available. 285DI-4800AS 3" DI T 12.38" 63" 27.50 285FD12300 AS 3" DI F 4 13.75"' .19" 41.0 80 Mesh 285DI-5000 AS 2" DI P T 10" 7.31" 15.0 285DI-5200 AS 3" DI P T 12.38" 9.63" 27.50 285FD12500 AS 3" DI P F 4 13.75" 10.19" 41.0 100 Mesh 285DI-5400 AS 2" DI P T 10" 7.31" 15.0 285DI-5600 AS 3" DI P T 12.38" 9.63" 27.50 285FD12700AS 3" DI P F 4 13.75" 10.19" 41.0 57o E.7th Street Dubuque,IA 52001 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 MORRISONBROS. CO. www.morbros.com U Model 246 Series Swing Check Valve SPECIFICATION SHEET Application di Features and Details • Durable metal-to-metal seats • Thermal expansion relief available in 25 or 50 PSI settings • 200 PSI cold non-shock pressure limit • 246DRF 246ADI Materials of Construction z46A • Body and cap... Brass • Internal components... Brass • Gasket... Nitrile composite 246DRF F • Expansion relief valve... Brass and Viton° 246ADI&246DRF • Body and cap... ductile iron • Internal components... ductile and stainless steel • Gasket... T ° • Expansion relief valve... Stainless steel and Viton° 246A--0100AV 11/2" THD BR N/A N/A 3%" 4%" 3.50 246A--0200AV 2" THD BR N/A N/A 4%" 53/16" 6.0 246A--0400AV 3" THD BR N/A N/A 61/2" 7'/4" 13.20 246A--0500 AV 1%" THD BR N/A 25 3%" 4%"" 3.50 246A--0600AV 2" THD BR N/A 25 4%" 5'/16" 6.0 246A--0800AV 3" THD BR N/A 25 6'/z" 7%" 13.20 246A--2100AV 11/2" THD BR N/A 50 3%" 4%" 3.50 246A--2200AV 2" THD BR N/A 1 50 1 4%- 53/16" 1 6.0 SPECIFICATION OPTIONS: 246A--2400AV 3" THD BR N/A 50 61/2" 7'/4" 13.20 A—Size(inches) 246AD10150AV 1%" THD DI TEF N/A 5.50 B—Threaded(THD),Flanged(FL) C—Number of bolt holes 246AD10200AV 1%" THD DI TEF 25 5.50 D—Brass(Brass),Ductile iron(DI),Aluminum(AL) 246AD10250AV 1%s" THD DI TEF 50 5.20 E—T 246ADI0500AV 2" THD DI TEF N/A 4%" 53/16" 5.50 F—Expansion relief setting(PSI) G—Height of valve(inches) 246AD10600 AV 3" THD DI TEF N/A 6Y:" 7%" 12.50 H—Length of valve(inches)face to face 246AD10300 AV 2" THD DI TEF 25 4%" 5'/16" 5.50 Weight—Shipping weight(Ibs) 246AD10400 AV 3" THD DI TEF 25 6Ys" 7%" 12.50 Flange gaskets,nuts,bolts and washer available. 246AD10900AV 2" THD DI TEF 50 4%" 53/16" 5.20 3"246DRF:4—'/,"Diameter holes on a 6.00"B.C. 246AD10800 AV 3" THD DI TEF 50 61/2" 7%" 12.50 4"246DRF:8—'/,"Diameter holes on a 7.5"B.C. 246DRF0100AV 3" FL 4 DI TEF N/A 8'/,6" 86/16" 26.75 246DRF0200AV 3" FL 4 DI TEF 25 8'/16" 86/16" 26.75 246DRF0300AV 3" FL 4 DI TEF 50 8'/16" 86/16" 26.75 246DRF0400AV 4" FL 8 DI TEF N/A 11%" 11%z" 71.0 246DRF0500AV 4" FL 8 DI TEF 25 113/4" 111/2" 71.0 246DRF0600AV 4" FL 8 DI TEF 50 11%" 111/2" 71.0 57o E.7th Street,P.O.Box 238 1 Dubuque,IA 52004-0238 t.563-583.5701 1 8o0.553.4840 I f.563.583.5028 MORRISONBROS. CO. Www.morbros.com U Model 346 Series External Emergency Valves SPECIFICATION SHEET Application The 346 series external emergency valve is designed for installation at the outlet of an AST Operational Criteria 401 • 346DI/SS: cold, non-shock maximum operating pressure; 200 PSI W.O.G. 346FDI • 346FDI: cold, non-shock maximum operating pressure; 250 PSI W.O.G. Materials of Construction 0 a • Spring... 302 stainless steel 346DI • Seal nut/plug... 303 stainless steel • Handle...Aluminum • Fulcrum shaft... 303 stainless steel • Groove pin... Steel • Hold open hook... Stainless steel 346DI(t"with bushing) Fuse link is UL listed 346SS 346FD10200 AV 2" F DI P DI 304 SS 165° 4 6.25 6.5 15.0 346FD10300AV 3" F DI TFE DI 304 SS 165° 4 8.53 8.63 29.40 SPECIFICATION OPTIONS: 346FD10400 AV 4" F DI TFE DI 304 SS 165° 8 11.75 11.5 72.0 A—Size(inches) B—Mounting connection:Flanged(F)or Female NPT(Blank) 346DI-1000 AV* W DI TFE DI 304 SS 165° 5" 6.94 1 7.30 C—Body/cap material:Ductile iron(DI)or 316 stainless steel(SS) D—Gasket material:PTFE(P) 346DI-1100 AV* 1" DI TFE DI 304 SS 165° 5" 6.94 I 7.30 E—Poppet:Ductile iron(DI)or 316 stainless steel(SS) 346DI-1200 AV* 11/: DI TFE DI 304 SS 165° 5" 6.94 1 7.0 F—Lever arm:304 stainless steel(304 SS)or 316 stainless steel(316 SS) 346DI-0400 AV 11/" DI TFE DI 304 SS 165° 5" 5.44 6.80 G—Fuse link:165°F STD.(212°F Optional);Fuse link is UL Listed H—Number of bolt holes 346DI-0500 AV 2" DI TFE DI 304 SS 1650 5" 5.44 6.20 I—Height of valve(inches) 346DI-0600 AV 3" DI TFE I DI 304 SS 165° 7" 8.32 15.50 J—Length of valve(inches) K—Reducing bushings:Iron(1)or 316 stainless steel(SS) 346SS-1000 AV This model no longer available.Refer to 446---0075 AV for equivalent. L—Shipping weight(lbs) 346SS-1100 AV This model no longer available.Refer to 446---0100 AV for equivalent. Companion flanges,flange gaskets,nuts,bolts and washers available. 346SS-0100 AV 11/z" SS TFE I SS 316 SS 165° 1 5" 1 5.44 8.0 346SS-0200 AV 2" SS TFE I SS 1 316 SS 165° 1 1 5" 5.44 7.0 *1Yz"valve with factory-installed reducer bushing. 57o E.7th Street I Dubuque,IA 52001 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 LA M O R R I S O N BROS. CO. www.morbros.com August2022 U Model 71oF Solenoid Valve I Flanged SPECIFICATION SHEET Application Normally closed solenoid valves are used to help prevent the accidental ceus siphoning of a product from a tank in the event of a leak downstream below LISTED the liquid level. They are generally installed on the dispensing side of a fuel system pipeline. The valve opens upon the receipt of an electronic signal such as when a dispenser or pump is switched to the `on' position. Features and Details • Operates at 120 volts AC (24, 208, 220, 240, & 480 volts AC, and 12, 24, and 48 volts DC also available) 71oF • Minimum operating temperature is -40OF 1 • Includes a continuous duty Class H standard coil. Other options are available • Must be mounted in a horizontal pipeline with solenoid vertical and upright • Connects to a '/2" conduit. 18" lead wire provided • Enclosure is watertight and rated for hazardous locations on aboveground fuel storage tanks- NEMA 3, 4X, 7 and 9; groups C and D • Available in Viton or T • Has a built-in expansion relief • Flanged connections ANSI 150 RF 71oFss • Maximum viscosity rating of 60 Centistokes • Manual override feature available in sizes ranging from 3/4" to 2" for operation during a power outage (Fig. 710FMO or 710FSM) Materials of Construction • Solenoid housed in an integral, watertight, explosion-proof shell 71OF • Body... Cast bronze • Seals... FKM 71OFSS • Body... 304 stainless steel • Seals... FKM or PTFE • CSA listed (File No. 108921, Model Z1314); Class I, Groups C and D; Class II, Groups E, F, and G. Class III, T3C • cULus Listed NOTE • It is strongly recommended that a line strainer with 100 mesh be installed at the inlet of this valve.Failure to do so may cause the valve to malfunction and void the warranty. • Product can only be pumped in the direction of the flow arrow.Not designed for use as overfill prevention or process control valve. Item numbers,dimensions,and drawings on next page... " MORRISON BROS. CO. Model 7'oF Solenoid Valve I Flanged(continued) SPECIFICATION SHEET Opperating Differential Power Shipping Dimensions(inches) Flange Seal Orifice Max(P.S.1) Fluid Temp. Consumption Weight Size Material Size CV Min. Max.(Max.)Pressure - 710E--00751V '/<" FKM '/<" 7 0 105 302° 30 N/A 3.87 1.69 .50 5.74 .76 7-4 .62 3.26 6.61 710E--01001V 1" FKM 1" 12 0 105 302° 30 19.0 4.25 2.00 .57 5.86 1.02 3.12 .62 3.26 6.61 710E--01501V 1'/2 FKM 1.25 18 0 105 3020 30 25.0 5.00 2.87 .68 6.69 1.57 3.87 .62 4.09 7.44 710E--0200 1V 2" FKM 1.5 27 0 105 302° 30 29.0 5.98 3.62 .74 6.88 1.96 4.75 .74 4.09 7.44 710E--03001V 3" FKM 3.0 91 0 45 302' 48 58.0 7.51 5.00 .94 8.66 3.07 5.98 N/A N/A N/A 71OFMOO2001V 2" FKM 1.5 27 0 105 302' 30 29.0 5.98 3.62 .74 6.88 1.96 4.75 .74 4.09 7.44 71OFSM21501V 11 2° PTFE 1.25 18 0 105 302, 30 25.0 5.00 2.87 .68 6.69 1.57 3.87 .62 4.09 7.44 71OFSM22001V 2" PTFE 1.5 27 0 105 3020 30 29.0 5.98 3.62 .74 6.88 1.96 4.75 .74 4.09 7.44 71 OFSS2150 IV 1% PTFE 1.25 18 0 105 3020 30 25.0 5.00 2.87 .68 6.69 1.57 3.87 .62 4.09 7.44 710FSS22001V 2" PTFE 1.5 27 0 105 3020 30 29.0 5.98 3.62 .74 6.88 1.96 4.75 .74 4.09 7.44 71OFSS03001V 3" PTFE 3.0 91 0 45 302, 48 58.0 7.51 5.00 .94 8.66 3.07 5.98 N/A N/A N/A (For sizes %",1",11% and 2") Dimensions(mm) 52694 I z I - - � -�- - 1.6 1.6 y c oF (For 3"model) Dimensions(mm) 62 rL 4 N / p 4o1 \ Y 1.8 •1.BSP 1.8 C C •F 57o E.7th Street Dubuque,IA 52001 t.563-583.5701 1 800-553.4840 1 f.563-583.5028 MO R R I S O N BROS. CO. www.morbros.com May 2024 U Model 076S Expansion Relief Valve SPECIFICATION SHEET Expansion Relief Valves are used on AST piping for relief of excess pressure caused by thermal expansion of liquid. The valve allows product to return back to the storage tank. Precise pressure relief settings of 25 or 50 PSI (specify). Compatible for use with line leak detection systems. Features . 90' Construction Details • Body and cap are stainless steel • Relief stainless steel with Viton° 3.0 1 i- - ?0 Outlet1.13 Number Inlet Size 076S--0100AV /"M '/"F 25 PSI 1.50 076S--0200 AV /2"M /2"F 50 PSI 1.50 'Consult Price List for BSP options. 57o E.7th Street Dubuque,IA 52001 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 M0 R R I S 0 N BROS. CO. www.morbros.com August2022 U Model 323 & 323C Series SPECIFICATION SHEET Application The 323 series adaptors are designed for installation _ on aboveground and underground storage tanks to mate with vapor recovery couplers and elbows. This connection allows the fuel vapors to be returned to the tank truck during the fuel delivery operation. 323SA...has a built in swivel. ` 323B...is equipped to accept brake interlock devices 3�3 323B which lock the transport brakes while connected. 323C...provide a lockable vapor tight cover which protects the adaptor from dirt and debris. 323C Overall Item Number Description FA B C D E F G Height (Ibs) 323---0100AA Vapor Recovery Adaptor(4"Vapor,3"Riser Thread) 3N N/A 4" B A N N 5.44" 3.34 323---0200 AA Vapor Recovery Adaptor 4S B 4" B A N N 5.88" 4.0 323---0300 AA Vapor Recovery Adaptor(FKM)(4"Vapor,3"Riser Thread) 3N B 4" F A N N 5.63" 3.34 E1�R 323---0300AAEVR Vapor Recovery Adaptor(4"Vapor,3"Riser Thread)EVR 3N B 4" F A Y N 5.48" 3.50 323---0400 AA Vapor Recovery Adaptor(FKM) 4S B 4" F A N N 5.94" 4.0 E 323---0400AAEVR Vapor Recovery Adaptor(4"Vapor,4"Riser Thread)EVR 4S B 4" F A Y N 5.94" 4.40 323BSP0100 AA Vapor Recovery Adaptor w/Brake Interlock—Aluminum(FKM)BSP Threads 4S N/A 4" F A N N 5.88" 3.34 323BSP0200 AA Vapor Recovery Adaptor Brake Interlock—Aluminum(FKM)BSP Threads 4S N/A 4" F A N N 5.88" 4.0 32313--0050 AA Vapor Recovery Adaptor w/Brake Interlock—Aluminum 3N N/A 4" B A N Y 5.88" 4.0 32313--0100 AA Vapor Recovery Adaptor w/Brake Interlock—Aluminum 4S B 4" B A N Y 5.88" 4.0 32313--0200AA Vapor Recovery Adaptorw/Brake Interlock—Aluminum(FKM) 4S B 4" F A N Y 5.88" 4.0 32313--0300 AA Vapor Recovery Adaptor-w/o Internal Poppet Assembly—Aluminum 4S B 4" A N Y 5.88" 4.0 323C--0100 AC This model has been replaced with 323C--0100ACEVR. B 4" AE N 1.75 Eto 323C-0100ACEVR Vapor Recovery Cap—CARB EVR Approved B 4" AE Y 1.80 IR SPECIFICATION OPTIONS: A—Threads: 3"NPT(3N);3"NPS(3S);4"NPT(4N);4"NPSM(4S);3"BSP(313) F—EVR:Yes(Y);No(N) B—Gasket: Buna(B);FKM(F) G—Brake:Yes(Y);No(N) C—Adaptor size(inches) OAH—Overall height D—Disc:Buna(B);FKM(F) WT.—Shipping weight E—Body:Hard coated aluminum(A);Brass(B);Epoxy coated aluminum(AE) 57o E.7th Street I Dubuque,IA 52001 t.563-583.5701 1 800-553.4840 1 f.563-583.5028 MO R R I S O N BROS. CO. www.morbros.com June 2023 U Model 927/928/735DC Series SPECIFICATION SHEET Application line of a fuel storage tank system. The internal spring loaded poppet assembly remains closed providing a liquid-tight seal when not connected to a dry disconnect coupler. 927(2") The Morrison 928 dry disconnect coupler is installed on the end of delivery vehicle hose. When coupled, the 927 and 928 provide a liquid-tight connection enabling a dry connection and a dry disconnection. The 735DC dust cap serves as a protective cover for the 927 adaptor when not in use. i4 927 models mate with PT Maxi-Dry° and OPW Kamvalok° couplers. 928(2") Code Compliance 735DC models meet California EVR VR-402; some 927 and 928 models meet CARB Phase 1 EVR VR-402 A6 � 735DC(4") Item Number Size Description A B Size (Ibs) 927---0150 1A 1'/2" Dry disconnect adaptor 1 N 2" A F N 2" 1.63 � 927---0200AAEVR 2" Dry disconnect adaptor 2N 2'/2" A F Y 2'/2" 1.98 W 927---0300AAEVR 3" Dry disconnect adaptor 3N 4" A F Y 4" 3.50 927---0400AAEVR 4" Dry disconnect adaptor 4N 4" A F Y 4" 3.50 W 9095A5201AAEVR 4"x 2" Dry disconnect adaptor 4N 2'/2" A F Y 2'/2" 2.50 927S--01501A 1'/2" Dry disconnect adaptor 1N 2" SS F N 2" 3.80 SPECIFICATION OPTIONS: 927S--0200 1A 2" Dry disconnect adaptor 2N 2'/2" SS F N 2'/2" 5.90 A—Female threads: 1'/2"NPT(1 N); 927S--0300 1A 3" Dry disconnect adaptor 3N 4" SS F N 4" 18.25 2"NPT(2N);2"NPS(2S); 928---0150 1C 1'/2" Dry disconnect coupler 1 N 2" A F N N/A 4.40 B—Coupler size � 928---0150ACEVR 1'/2" Dry disconnect coupler 1 N 2" A F Y N/A 4.40 C—Body:Hard coated aluminum(A); 928---0200 1C 2" Dry disconnect coupler 2N 2'/2" A F N N/A 6.0 Anodized aluminum(AA);Stainless steel(SS) W 928---0200ACEVR 2" Dry disconnect coupler 2N 2'/2" A F Y N/A 6.0 D—Seals: FKM(F);Buna-N(B) 928---0300 1C 3" Dry disconnect coupler 3N 4" A F N N/A 12.60 _EVR:Yes(Y);No(N) Cap size—In inches E R 928---0300ACEVR 3" Dry disconnect coupler 3N 4" A F Y N/A 12.60 Weight—Shipping weight 928S--0150 1 C 1'/2" Dry disconnect coupler 1 N 2" SS F N N/A -- 928S--0200 1 C 2" Dry disconnect coupler 2N 2'/2" SS F N N/A 928S--0300 1C 3" Dry disconnect coupler 3N 4" SS F N N/A EVR 735DC-2000ACEVR 2" Dust cap,use w/1'/2"927 adaptors N/A N/A A B Y N/A 1.0 735DCA2000ACEVR 2" Dust cap,use w/1'/2"927 adaptors N/A N/A AA B Y N/A 1.0 735DC-2500ACEVR 2'/2" Dust cap,use w/2"927 adaptors N/A N/A A B Y N/A 1.25 735DCA2500ACEVR 2'/2" Dust cap,use w/2"927 adaptors N/A N/A AA B Y N/A 1.25 735DC-3000ACEVR 3" Dust cap,use w/3"adaptors N/A N/A A B Y N/A 1.50 ~ 735DCA3000ACEVR 3" Dust cap,use w/3"adaptors N/A N/A AA B Y N/A 1.50 EVF2 E R 735DC-4000ACEVR 4" Dust cap,use w/3"&4"927 adaptors N/A N/A A B Y N/A 2.50 ~ 735DCA4000ACEVR 4" Dust cap,use w/3"&4"927 adaptors N/A N/A AA B Y N/A 2.50 57o E.7th Street Dubuque,IA 52001 t.563.583.5701 800.553.4840 MO R R I S O N BROS. CO. www.morbros.com March 2023 - H�ior CONTRACTORS, INC. Building Relationships DISPENSERS EN ( OREO SERI E FUEL DISPENSERS Welcome to the line of Encore fueling dispensers,the most reliable and time-tested fueling technology on the market. In fact, Encore is the most popular dispenser in North America—with more pumps installed than any of the competition! Whether you're looking for industry-leading security,the highest reliability, a better alternative fuel offering,or a whole new way to market your brand, Encore has it. Encore dispensers offer a broad range of products to accommodate all types of fuels from gasoline to diesel to alternative fuels and beyond: • Encore 700 S • Encore Flex Fuel • Encore CNG • Encore Ultra-Hi+DEF As the technology leader,we've designed the Encore family to grow with you. Our modular approach provides the greatest runway to adapt to rapidly evolving forecourt technologies.We offer state-of-the-art options such as EMV-certified FlexPay" Hybrid Card Reader, 10.4" color screens, and Applause"Media at the pump.And, of course, our Passport° POS is fully integrated to work with your Encore°dispensers.' So no matter which model or combination you choose,your investment will keep paying off for years to come. For more information call your local distributor or visit www.gilbarco.com. *US ONLY Encore 700 S r MUD 1 87 89, 93, moll • P� P' GILBARCO `. VEEDER-ROOT 2 ( ONFIGURATIONS 0 P T 1 0 N S Encore 700S Encore S Quality that lasts Standard 2-year warranty includes labor S S 4-year corrosion protection S S Angled hose outlets S S No pulse,no flow S Encrypted Pulser 0 Progressive lighting cues S LED display lighting S Brand View canopy 0 Rounded and rectangular canopies 0 Stainless steel sheathing 0 0 Better, brighter 5.7"Color display S N forecourt merchandising 5.7"Monochrome display N S 10.4"Color display 0 N ApplauseTm TV/Applause Media System 0 N Industry-leading security Hidden security clasp for pad lock S S Security door switches 0 0 FlexPayTm Encrypting PIN Pad(EPP) S 0 FlexPay Secure Card Reader(SCR) N 0 FlexPay Hybrid Card Reader(HCR) 0 Bar code scanner N Contactless card reader 0 Cash acceptor(US currency only)* 0 More flexible DEF+Diesel dispenser models 0 dispensing options Ultra-Hi Flow models Y Flex Fuel dispensers and blenders Y Up to 8 hoses(4 per side) u 0 S=Standard Feature,0=Optional Feature,R=Available as Retrofit only,N=Not Available,Y=Available *Not available on all model configurations 14 N y 72 N Vl p MP N 1� C 1 O •a ^ N r NAO Dispenser 1 Grade 1 1 1 Lever Center 2 • NAl Dispenser 2-Grade 2 2 2 Lever Center 4 • NA2 Dispenser 3-Grade 3 3 3 Lever Center 6 • NA3 Dispenser 4-Grade 4 4 4 Lever Center 8 • NCO Pump 1-Grade 1 1 1 Lever Center 2 • NCI Pump 2-Grade 2 2 2 Lever Center 4 • NC2 Pump 3-Grade 3 3 3 Lever Center 6 • NC3 Pump 4-Grade 4 4 4 Lever Center 8 Single Hose r • NG4 Dispenser 2-Grade 2 2 1 Grade Button Center 4 • NGO Dispenser 3-Grade 3 3 1 Grade Button Center 6 • NG1 Single Hose+1 Dispenser 4-Grade 4 4 2 Grade Button Center 8 • NG5 Pump 2-Grade 2 2 1 Grade Button Center 4 • NG2 Pump 3-Grade 3 3 1 Grade Button Center 6 • NG3 Single Hose+1 Pump 4-Grade 4 4 2 Grade Button Center 8 X+0 Blender • NNl Dispenser 3+0 2 3 1 Grade Button Center 4 • NN2 Dispenser 4+0 2 4 1 Grade Button Center 4 • NN3 Dispenser 5+0 2 5 1 Grade Button Center 4 • NN5 Pump 3+0 2 3 1 Grade Button Center 4 • 0 NN6 Pump 4+0 2 4 1 Grade Button Center 4 • NN7 Pump 5+0 2 5 1 Grade Button Center 4 X+1 Blender NLO Dispenser 2+1 3 3 2 Grade Button Center 6 • NLl Dispenser 3+1 3 4 2 Grade Button Center 6 • 0 N12 Dispenser 4+1 3 5 2 Grade Button Center 6 • NL3 Blender Dispenser 3+1+1 4 5 3 Grade Button Center 8 • NL4 Pump 2+1 3 3 2 Grade Button Center 6 • NL5 Pump 3+1 3 4 2 Grade Button Center 6 • NL6 Pump 4+1 3 5 2 Grade Button Center 6 Multi-Hose Blender N10 Dispenser 2 3 3 Lever Center 4 • N12 Multi-Hose+1 Dispenser 3 4 4 Lever Center 6 • NJ1 Pump 2 3 3 Lever Center 4 • N13 Multi-Hose+1 Pump 3 4 4 Lever Center 6 • N14 Multi-Hose Hybrid Blender 3+2 4 5 3 Lever Center 8 Ultra-Hi Flow NP3 Master Dispenser 1-Grade 1 or 2 1 1 Lever Center 1 or 2 • NP4 Combo Dispenser 1-Grade 2 1 1 Lever Center 1 • NP5 Satellite Dispenser 1-Grade 1 or 2 1 1 Lever Center 0 • NP6 Master Dispenser 2-Grade 2 2 2 Lever Center 2 • NP8 Satellite Dispenser 2-Grade 2 2 2 Lever Center 0 • NA4 MPD Dispenser 1-Grade,Single-Side 1 1 1 Grade Button Center 1 • NPA Ultra-Hi DEF+1 Master for Diesel 2 2 2 Grade Button Center 2 • NPB Ultra-Hi Master/Satellite,Combo&DEF 2 2 2/1 Grade Button Center 2 • NPC Master Diesel 2-Grade,DEF 1-Side only 3 3 3/0 Grade Button Center 3 • NAO MPD Dispenser 1-Grade 1 1 1 Lever Center 1 • NAl MPD Dispenser 2-Grade(1 or 2 alt) 2 2 2 Lever Center 2 • NA2 MPD Dispenser 3-Grade(1 alt) 3 3 3 Lever Center 3 • NA3 MPD Dispenser 4-Grade(1 or 2 alt) 4 4 4 Lever Center 8 • NGO* Single-Hose MPD Dispenser 3-Grade(1 alt) 3 3 2 Grade Button Center 6 • NG1 Single-Hose+1 MPD Dispenser 4-Grade(1 or 2 alt) 4 4 2 Grade Button Center 8 • a NLO* 2+1 Blender Dispenser(1 alt) 3 3 2 Grade Button Center 6 • NJ2* Multi-Hose Blender Dispenser+l 3 4 4 Grade Button Center 6 • NJ4 Multi-Hose Hybrid Blender 3+2 4 5 3 Lever Center 8 • NLl* 3+1 Blender Dispenser 0 alt) 3 4 2 Grade Button Center 6 • NL2* 4+1 Blender Dispenser 0 alt) 3 5 2 Grade Button Center 6 • NL3 Blender Dispenser 3+1+1 4 5 3 Grade Button Center 8 • NN1* Dispenser 3+0 2 3 1 Grade Button Center 4 • NN2* Dispenser 4+0 2 4 1 Grade Button Center 4 • NN3* Dispenser 5+0 2 5 1 Grade Button Center 4 r Standard fuel can not be dispensed through the same hose as flexible fuels. "Pending UL Approval *UL Approved for E85 15 - R�ior CONTRACTORS, INC. Building Relationships HANGING HARDWARE Please note - 3/4" hardware and nozzles are for the Unleaded System. - 1 " Hardware and nozzles are for the Diesel System FUEL DISPENSING ENVIRO-LOG" Low Permeation Premium Conventional Curb PumpAssembliesHose 11 Lill r ucrr�u �• • • • r r � Y _ h I • • HOSE DIMENSIONS: • 3/4" X 17' M S x MS 3/4" X 12" MS x MS ENVIRO-LOC Low Permeation Premium Conventional Curb Pump Hose Assemblies ENVIRO-LOC'"Low Permeation Hose&Coupling Characteristics are highly engineered fuel delivery products designed to exceed the Part No.Series V34EC stringent UL 330 requirements with less than 10 grams/m2/day of permeation. These low permeation assemblies offer the customer ease Nom.ID(In.) 3/4" of use as well as lower emission exposure to volatile organic compounds Nom.OD(In.) 1.172" (VOC)from fuel vapors—some of the lowest possible emissions in the industry! VST continues to push the innovative envelope in developing Braid 2-Textile w/Dual Wire Helix equipment aimed at improving air and water quality. Weight (Lb./Ft.) .044 Customer Benefits: • Reduces user exposure to Volatile Organic Compounds Min.Bend Radius(In.) 4.0" (VOC)—gasoline vapors Coupling End Style 3/4"NPT(Swivel ONLY) • Light weight assembly • Easy to handle Design Features-Lip Seal Swivel Coupling: Design Features-Hose Assemblies: • Engineered for ease of use with minimal swivel resistance • Exceeds the UL 330 low permeation specifications l • Easy swivel action eliminates the need for 3rd party hose swivels • Dual helix wire design for maximum kink resistance _ • Directly connects to the nozzle,eliminating multiple leak points • Factory assembled and tested Certifications&Listings: • UL 330 Listed Hose Assemblies • California Air Resources Board(CARB)Certified `��r Vapor Systems Technologies,Inc. VST's Environmentally Engineered ENVIRO-LOG SENTRY Premium Conventional Fuel Dispensing System Breakaway • • ENVIRO-LOC' •` Low Perm Whip Hose ENVIRO-LOCM ECO Nozzle 1 ENVIRO-LOCM Low Perm Curb Pump Hose VST's ENVIRO-LOC' Premium Conventional System—Environmentally and Customer Friendly The combination of VST's highly engineered;premium conventional forecourt equipment offers the industry the most environmentally friendly,complete set of gasoline dispensing equipment available in the marketplace today! SENTRY Safety Breakaway ENVIRO-LOC''Low Perm Hose ENVIRO-LOC'ECO Nozzle • UL Listed 567 Exceeds UL 330 low permeation specifications • UL Listed 2586 • Field reattachable CARB Certified • CARB Certified • Unique design that compensates Light weight • Exceeds CARB specifications for dispenser spike pressures and Offers maximum kink resistance • Patented Dripless/Spitless and nuisance breaks Safety Interlock technology • Reduces user exposure to gasoline vapors • Protective stay-put scuff guard that • Reduces user exposure to gasoline vapors protects both the customer and Factory assembled and tested equipment in the event of a drive-off • Fewer fuel spills for a cleaner forecourt • Light weight/User friendly V�r Vapor Systems Technologies,Inc. 650 Pleasant Valley Drive Phone:937-704-9333 Springboro,Ohio 45066(USA) Fax:937-704-9443 Toll Free:1-888-878-4673 www.vsthose.com VST-136-04/19 FUEL DISPENSING 51 A \ 1l AIR & MULTIPURPOSE F L UST E E P General Purpose H A R DWA L L Heavy Duty ' ' ' + ' ' Push-on CHEMICAL G U` U` TRANSFER APPLICATION: Flexsteel®Hardwall is for dispensing pump applications that require a hardwall construction for CLEANING full flow and no internal spring guards.The wire-braid construction provides excellent kink EQUIPMENT resistance,low computer creep and long service life.UL 330 and CUL approved. CONSTRUCTION FOOD TUBE: Nitrile synthetic rubber(ORS) Transfer COVER: Green,red,blue or yellow Chemivic'"synthetic rubber(ORS) Washdown REINFORCEMENT: Wire braid MARINE TEMPERATURE: -40°F to 140T(-40°C to 60°C) MATERIAL PACKAGING: 5/8"and 3/4" Reels or coupled lengths, 10 pieces per box HANDLING ill Reels or coupled lengths,5 pieces per box Abrasives BRANDING(SPIRAL): Example:Goodyear®559N,Made in USA.3/4"(19 mm).UL,CUL.Listed Flexsteel®Hardwall Bulk Transfer Gasoline Hose Cement&Concrete COUPLINGS: Contact fitting manufacturer for proper fitting recommendation and coupling procedure. ......„ NON-STOCK/SIZES: For special production run minimum requirements,see Appendix D. ORDER CODES: 532-331 (green) 532-332(red) PETROLEUM 532-333(blue) 532-335(yellow) Aircradt VFueling Dock o ' n s fp A ID W7 NOM. OD WEIGHT SPRAY ' = STEAM 3/4 19.1 1.13 28.7 0.43 0.64 VAC U U M 1 25.4 1.38 35.1 0.58 0.86 VEYANCE DIESEL HOSES WATER HOSE DIMENSIONS: Discharge 3/4" X 12" WHIP HOSE Suction & 3/4" X 8' MAIN HOSE Discharge Washdown WELDING COUPLING SYSTEMS GOODjYEAR APPENDIX ENGINEERED PRODUCTS TM VST ENVIRO-LOC G2 VSYS Handshake with Your Customer. . . Next do esign • Patented Safety Interlock • Fewer Fuel Spills • Higher Customer Satisfaction . . .Makes the BEST even Better! VST ENVIRO-LOCH'G2 EVR Balance Fuel Nozzles are highly engineered products designed to give customers the best positive experience through ease of use.The G2 Nozzle is a key component of an advanced,patented balance system that provides the industry's most effective,environmentally friendly, cost efficient vapor recovery �7 F WOO Vapor Systems Technologies, Inc. Striving Towards Sustainability ENVIRO-LOC' G2 EVR Balance Fuel Nozzles VST Makes the BEST Even Better! Exceeds CARB Standards for drips, spillage, and liquid retention Nozzle Category Current USA Standards CARB EVR Requirement VST G2 EVR Nozzle CARB Test Results Liquid Retention No known standard <_100 ml per 1,000 gal dispensed Zero Spillage s 0.70 Ibs per 1,000 gal dispensed s 0.24 Ibs per 1,000 gal dispensed <0.003 Ibs per 1,000 gal dispensed Spitting No known standard s 1.0 ml per refueling Zero Drops/Refueling No known standard **s 3 drops per refueling **<1 drop per refueling **included in spillage totals Customer Benefits: Certifications&Listings: Temperature Range: -40'F to+120°F • Light weight • UL 2586 Listed Nozzle (-40°C to+49°C)continuous service • Easy to handle • California Division of Measurement Spout:Aluminum • Fewer fuel spills/cleaner forecourt Standards • Reduces exposure to gasoline vapors • California Air Resources Board(CARB) Weight:3.7 Ibs • Superior nozzle performance EVR Certified Product Specifications: Lower Cost of Ownership: • California State Water Board These products are NOT recommended • Reduced downtime • California OSHA where components are exposed to contact with fuels containing more than • Easy front end replacement Part Number: 5%methanol, 10%ethanol, 15% MTBE • Lang service life VST-EVR-NBBK-2(New) by volume,any exposure to M85/E85, • Low maintenance cost VST EVR-NBBKR 2(Rebuilt) other alcohol rich fuels,or bio-diesel • Rebuild Program Seals/0-Rings:Viton Seals and fuels greater than 5%. • Core Return Program Nitrile 0-Rings All VST products are covered under the • Full Factory Warranty Casting:Aluminum,17/8"—12 UN 2B company warranty.The warranty may be (female thread) found at www.vsthose.com. �■ ��`:E eeE e I'•••••° /� Vapor Systems Technologies,Inc. 650 Pleasant Valley Drive Phone:937-704-9333 '•I°• Springboro,Ohio 45066(USA) Fax:937-704-9443 �, •e; l',:'; Toll Free:1-888-878-4673 www.vsthose.com VST-130-05/21 FUEL DISPENSING F FIRST to Meet NEW OPW 11A® and 11 B® Materials Ilk UL 2586 Requirements Automatic Nozzles The OPW 111 Series automatic nozzles Body:Aluminum are OPW's premium conventional nozzles Lever & Lever Guard: Duratuff° for safe retail and commercial petroleum Packing: Graphite with Teflon® i filling.The OPW 11° Series is the most Disc:Viton® trusted conventional nozzle in the world for full service use.The OPW 11131 Spout:Aluminum Series is designed for use in retail and Inlet Size: 3/4" NPT commercial filling applications including Weight: 2.73 lbs. each, 43.1 lbs./case of 15 prepay,self- and full-service, credit/debit 1.25 kg each, 19.9 kg/case of 15 11BPO card readers or card-lock systems to help Shown with prevent gasoline spills.The OPW 11 B° 11APO Optional FILLGARD'" will not open until the pumping system Features is pressurized, and closes automatically Safe for Use ♦ Durable lever guard that won't when the pressure is removed. ♦ UL-and ULC-Listed for use in gasoline, scratch your customers' vehicles— diesel, and up to 10% ethanol blends. made from Duratuff®. s Specific listings available at ♦ New hold-open clip spring lasts s 1wi11! www.opwgiobal.com. longer than previous designs. o ♦ Prevents gasoline spills in prepay or Appealing to Customers 0 1� card-lock systems utilizing OPW's ♦ Easy to use—utilizing NIs unique No Pressure— No Flow Device. Accu-Stop®to-the-penny Flow w 1arE11s The nozzle cannot be opened until Control Technology. the pumping system is pressurized, ♦Attractive 2-Piece NEWGARD'" Hand IL7! - and closes automatically when the 0 4 1 13 11 pressure is removed (11 B Series only). Insulator is the most comfortable FLOW RATE-GPM(GASOLINE) ♦ nozzle in the industry to use. Prevents consumer from jamming the ♦ Convenient—one-finger hold-open ss nozzle in an open position—blocker on lever guard. clip that is easy to set the flow rate ♦ FlowLock'M allows nozzle to shut-off (not on all models). 1wa11Ir Design working pressure when falling out of a vehicle, and is tipped up, limiting spillage and unsafe ♦ 50 psi (3.45 bar) maximum pressure. 1J conditions. - tu�tt■ Durable and Long-Lasting Design * OPW internal lab testing results ♦ Cycle-tested and proven to last longer as of August 2010. than 1 million cycles—better than pwp�� Ip any other nozzle available on the market today*. Accessories Replacement Parts Name Product# Description Used For: Name Product# Description Used For: 3/4"to 1"28S-0350 3/4" MNPT Converting 11A Leaded Spout Kit 5BS-2110 11A,1116" O.D.Leaded Spout 11A Spout Replacement Bushing to 1" FNPT 11 Series 11 AP Unleaded Spout Kit 5BPS-2117 11 AP,13/16" O.D.Unleaded Spout 11 AP Spout Replacement Bushing Nozzle 11 B Leaded Spout Kit 5BBS-2135 11 B,15/16" O.D.Leaded Spout 11 B Spout Replacement for use on 11 BP Unleaded Spout Kit 5BBPS-2137 11 BP,1 h/ " O.D. Unleaded Spout 11 BP Spout Replacement 1" Hose NEWGARD Kits See pg.166 Replacement Hand Insulators 11A,11 AP, 11 B,11 BP 1"to 3/4" 28R-2404 1" MNPTx Converting NEWGARD Replacements Instruction Sheet H15985M Installation and Instruction Sheet 11A,11AP, 11 B,11 BP Bushing 3/4" FNPT 7 Series Instruction Sheet Bushing Nozzle for use on 3/4" Hose Listingsand u@ NOTE:11A and 11 B nozzles models Certifications i CUS are available with 1-or 2-piece 2586 Hand Insulators. See pages 283-291 for certification number 156 9393 Princeton-Glendale Road - Hamilton, Ohio USA 45011 - Phone: (800)422-2525 - Fax: (800) 421-3297 Ordering Specifications M) Automatic Nozzles with Hold-Open Devices compatible up to E10(10%Ethanol) Hand- 11BP Unleaded 11BP Unleaded 11BP AdMaster'" 11BP 2 Piece warmer 2 Piece 1 Piece 2 Piece Handwarmer ColorHandwarmer Handwarmer Handwarmer Extreme Cold - ■ Green 11 BP-0100 11 BP-0100-1 P 11 BP-0100-AD 11 BP-0100-XC - - In order to be UL2586 approved effective ■ Red 11BP-0300 11BP-0300-1P 11BP-0300-AD 11BP-0300-XC April 30, 2015, the use of a Hold-Open ■ Blue 11BP-0500 11BP-0500-1P 11BP-0500-AD _ device IS Only permitted On dispensing Gold 11BP-0750 11BP-0750-1P - - nozzles equipped With a °B-Cap" Orange 11BP-0800 11BP-0800-1P - - (no pressure - n0 flow) Or interlock feature. Yellow 11BP-0900 11BP-0900-1P 11BP-0900-AD - The use of foreign objects to hold open Bare 11 BP-0009 11 BP-0009 - - Contact Customer Service for special color applications. automatic nOZZ12S COUId result In Shut-Off ® failure and personal injury. Handwarmer 11AP Unleaded* 11AP Unleaded* 11AP*AdMaster'" Color 2 Piece Handwarmer 1 Piece Handwarmer 2 Piece Handwarmer Custom Colors ■ Green 11AP-0100 11AP-0100-1P 11AP-0100-AD Silver 11AP-0200 11AP-0200-1P - With minimum quantities. ■ Red 11AP-0300 11AP-0300-1P 11AP-0300-AD Contact DPW Customer Service. ■ Black 11AP-0400 11AP-0400-1P 11AP-0400-AD ❑White ■ Dark Blue ■ Blue 11AP-0500 11AP-0500-1P 11AP-0500-AD ■ Light Red ■ Brown Gold 11 AP-0750 11 AP-0750-1 P - Orange 11AP-0800 11AP-0800-1P - ■Azure Blue Yellow 11AP-0900 11AP-0900-1P 11AP-0900-AD ❑ Bare 11AP-0009 11AP-0009 - *11A Nozzles are no longer permitted and sold with Hold-Open Clips per UL 2586 requirements. f E-25) Nozzles compatible up to E25(25%Ethanol) Handwarmer Color 11AP* Unleaded 11BP Unleaded 2 Piece Handwarmer 2 Piece Handwarmer ` ■ Green 1 1AP-01 00-E25 11BP-0100-E25 1 ■ Red 11 AP-0300-E25 11 BP-0300-E25 ■ Black 11AP-0400-E25 11BP-0400-E25 0 Blue 11AP-0500-E25 11BP-0500-E25 285-0350 Orange 11 AP-0800-E25 11 BP-0800-E25 Yellow 11AP-0900-E25 11BP-0900-E25 Bushing Adaptor *11A Nozzles are no longer permitted and sold with Hold-Open Clips per UL 2586 requirements. E-85 Nozzles compatible up to E85(85%Ethanol) 11BP Unleaded 11BP AdMaster'" Handwarmer Color 2 Piece Handwarmer 2 Piece Handwarmer ■ Green 11 BP-01 92-E85 - ■ Red 11BP-0392-E85 - 3 ■ Black 11BP-0492-E85 11BP-0492-E85-AD Yellow 11 BP-0992-E85 11 BP-0992-E85-AD 28111-2404 MNozzles compatible up to B5(5%Biodiesel),Fuel Oil and Kerosene Bushing Adaptor Hand- 11A Leaded* 11A Leaded* 11A Leaded* 11B Leaded 11B Leaded 11B Leaded warmer 2 Piece 1 Piece AdMaster'" 2 Piece 1 Piece AdMaster'" Color Handwarmer Handwarmer Handwarmer Handwarmer ■ Green 11 A-0100 11 A-0100-1 P 11 A-0100-AD 11 B-0100 11 B-0100-1 P 11 B-0100-AD _ �A Silver 11A-0200 11A-0200-1P - - 11B-0200-1P - OPW 5BS and SBBS ■ Red 11A-0300 11A-0300-1P - 11B-0300 11B-0300-1P - Leaded,Diesel,Kerosene ■ Black 11 A-0400 11 A-0400-1 P 11 A-0400-AD 11 B-0400 11 B-0400-1 P 11 B-0400-AD ■ Blue 11A-0500 11A-0500-1P 11A-0500-AD 11B-0500 11B-0500-1P - Gold 11 A-0750 11 A-0750-1 P 11 B-0750 11 B-0750-1 P Orange 11 A-0800 11 A-0800-1 P 11 B-0800 11 B-0800-1 P Yellow 11 A-0900 11 A-0900-1 P 11 A-0900-AD 11 B-0900 11 B-0900-1 P 11 B-0900-AD Bare 11A-0009 - - 11 B-0009 11 B-0009 - OPW 5BBPS and OPW 5BPS *11A Nozzles are no longer permitted and sold with Hold-Open Clips per UL 2586 requirements. Unleaded Handwarmer Color 11A Leaded*2 Piece Handwarmer 1113 Leaded 2 Piece Handwarmer NOTE:See OPW's Website at www.opwglobal.com ■ Green 11A-0100-B20 11B-0100-B20 for product instruction sheets,trouble-shooting ■ Black 11A-0400-B20 11 B-0400-B20 guides,how-to-use guide and to view the Do's& Yellow 11A-0900-B20 11 B-0900-B20 Don'ts at the Gas Pump video. *11A Nozzles are no longer permitted and sold with Hold-Open Clips per UL 2586 requirements. Princeton-Glenda9393 www.opwglobal.com 145 ABOVE GROUND PRODUCTS www.opwgiobzil.com OPW 45 Hose Swivel Materials The OPW 45 swivel is designed for Body: Aluminum gasoline self-service applications where easy nozzle and hose handling is Outlet Adaptor: Zinc important for customer convenience.The Inlet Adaptor: Zinc 45 is installed between the nozzle and Seals: Buna-N hose to reduce strain, providing flexibility p 9 Y Weight: 3/4": .65 lbs. each; 30 kg so fueling hoses last longer. 1": 1.16 lbs. each; .53 kg OPW 45 20 Packed: 20 per Case (45-5060) 30 per Case (45-5075) a 15 0 0 10 314" 1"� Features N 5 ♦ UL and ULC listed for use in gasoline, ♦ Better flow performance w diesel, and up to 10% ethanol blends. less restriction means higher 00 10 20 30 40 50 60 Specific listings available at refueling speeds. FLOW RATE-GPM (STODDARD SOLVENT) www.opwgiobal.com. ♦ Unique 2 planes of rotation for easy 2.0 ♦ Compact, attractive profile for a sleek, nozzle positioning and hose life. ID 15 modern appearance. ♦ 50 psi (3.45 bar) maximum pressure. ♦ Secure design not repairable or 0 0.1 rebuildable for certainty of operation. M 0.5 314 Every OPW 45 is factory assembled w and tested. o 0 40 80 120 160 zoo 240 Ordering Specifications FLOW RATE-L/MIN.(STODDARD SOLVENT) Product# Size Overall Length Across Corners Weight / 45-5060 '/4" F x'/4" M(NPT) 41/8" 1,/,6" .65 .30 20 per case 19 mm x 19 mm 105 mm 40 mm 45-5075 1" F x 1" M(NPT) 43/4 17/8" 1.16 .53 \ 20 per case 25 mm x 25 mm 121 mm 48 mm Materials A Body:Aluminum 365-5080 OPW 36S Hose Swivel Adaptor:Zinc Aluminum Designed for use with fuel oil nozzles Seals: Buna-N C-Ring, (at inlet only),the OPW 36S provides Viton° 0-Ring 360' swivel action.The full-circle swivel Bearings: Nylon reduces the physical strain of aligning the nozzle with the fillpipe. Ordering Specifications 1.8 Product Number Inlet Thread x Outlet Thread lbs. kg 1.4 36S-5080 '/4" M x'/4" F(NPT) 0.30 0.14 1.2 0 1 (19 mm x 19 mm) W 0.8 36S-5090 1" M x 1" F(NPT) 0.40 0.18 0.6[36S.5080 (25 mm x 25 mm) 0.4 a 0.2 36S-5090 9 Listings and o s to is zo zs g u u C NOTE:See OPW's Website at www.opwglobal.com Certifications for product instruction sheets,trouble-shooting FLOW RATE GPM(STODDARD SOLVENT) guides,how-to-use guide and to view the Do's& Don'ts at the Gas Pump video. IST 40 CATLQW MAGNETIC BREAKAWAY CAM TW (]i) kaway ion tonect,onnectlled Easiest to Use & CATLOW Longest Life CAM TWIST No other breakaway allows preventative maintenance inspection while installed. Made with permanent magnets,the Catlow°CAM TWIST is designed for easy •U 0 1061 inspection and consistent break force time after time. Easily Inspected Without Removing it from Service Y CAM TWIST can be taken apart with the twist of two wrenches,then easily inspected for corrosion and wear without removing from service.To reconnect, simply align the two halves and let the magnets do the work while pushing the unit back together. 3 CONSISTENT + FORCE REQUIRED 5 LBS. AFTER MULTIPLE MAX.SEPARATION FORCE RECONNECTIONS DURABLE 10YR. &COST SERVICE LIFE EFFECTIVE 7 GAS,DIESEL,E25, B85,B20,HI-FLOW OPTIONS &VAC ASSIST CAM TWIST MAGNETIC BREAKAWAY BODY Aluminum DURABLE COVER • Reinforced Nylon SEAL SWIVEL BODY Fluorocarbon and Nitrile Cast ZA-12 Zamack c&s LISTED Features & Benefits •UL/ULC listed •Industry-leading consistent separation force after multiple reconnections •Meets NFPA 30A codes •Reduced environmental impact from leaking due to the double •Patented magnetic snap-back technology 0-ring seal •Resists'hydraulic hammer'problems •Minimal tools required for reattachment •Regular maintenance is not required •Replacement lower half available if lost in a drive off incident •Max separation force designed at 350 lbs. •12-month warranty MODELSCAM TWIST • • •r: CTM75 1 3/4"CAM TWIST Magnetic Breakaway CTM1 OO 1 1"CAM TWIST Magnetic Breakaway LU IX CTMVA I VAC Assist CAM TWIST Magnetic Breakaway o LL J J a CAM Twist ■TYPICAL Reconnect INCREASING NUMBER OF SEPARATIONS CAM TWIST REPLACEMENT PARTS . . � . CTM75-L 1 3/4"CAM TWIST Lower Unit 4136 1 3/4"x 8"Whip Hose with Swivel End CTM1OO-L 1 1"CAM TWIST Lower Unit 4147 1 1"x 12"Whip Hose with Swivel End CTMVA-L 1 VAC Assist CAM TWIST Lower Unit CAM TWIST REPAIR KITS 2976 1 CTM75 and MCSB75 0-Ring Kit 2977 1 CTMVA and CTMCA 0-Ring Kit 7300 W Friendly Ave.•Greensboro,NC 27410•©2022 CATLOW•P-2459A September 2022 www.catlow.com All information contained in this document is subject to change without notice. �� CATLOW HUSKY VIIIS NOZZLE HEAVY DUTY DIESEL PRESSURE ACTIVATED AUTOMATIC NOZZLE Pressure activated, • Spout is reinforced with SPECIFYING INFORMATION automatic shut off thick aluminum bushing Ibs(kg) nozzle for truck stop and that retains spout spring Model Description Shipping other high volume self- and keeps spout from Number Weight service, full-service and rounding-in --the two New Heavy Duty Diesel Nozzles w/NPTF Threads: unattended stations. leading causes of clicking- 177610 w/Three Notch Hold Open 4.6(2.0) off ands lash-back Clip,W Splash Guard p and Spout Bushing • VIIIS nozzle shuts off: spillage. 17761001 w/Three Notch Hold Open 4.6(2.0) -when the pump shuts off. as tank is full. • Nozzle comes standard clip,w Splash Guard, -when the g Long Spout and Spout Bushing -when the lever is opened with full grip guard and before the pump is splash guard. 177690 w/Three Notch Hold Open 4.6(2.0) Clip, POPDTM Full Grip Guard, turned on. W Splash Guard and -when the leak detector Spout Bushing has not completed its test 177612 w/o Hold Open Clip, 4.6(2.0) cycle. w/W Splash Guard and Spout Bushing • Equipped with a unique 504010 w/Three Notch Hold Open 4.6(2.0) Flo-StopTm device that �/ Clip and W Splash Guard shuts off the nozzle if w/o Spout Bushing it falls from the tank r j 504012 w/o Hold Open Clip and 4.6(2.0) or raises above the Spout Bushing,w/W horizontal. 1 Splash Guard -f Rebuilt Heavy Duty Diesel Nozzles w/NPTF Threads: 266010 w/Three Notch Hold Open 4.6(2.0) Clip,W Splash Guard and Spout Bushing 266012 w/o Hold Open Clip, 4.6(2.0) w/W Splash Guard and Spout Bushing 503510 w/Three Notch Hold Open 4.6(2.0) Clip and W Splash Guard w/o Spout Bushing 503512 w/o Hold Open Clip and 4.6(2.0) Spout Bushing,w/W Splash Guard CONSTRUCTION Body Aluminum Seals Fluorocarbon Packing Double o-ring seal protected by reinforced T Lever One piece contoured steel Inlet 1"/25.4 mm NPTF LPM GPM WIDE OPEN FLOW 300 80 LISTINGS 270 0 240 210 60 Listings: c 0L us ° s0 130 1so 40 120 30 90 bs("'e 60 20 ��309PSI°o s 10 1s 20 2e W3s 404s MADE IN THE U.S.A. <", Rev 7-10 KPa 0 40 80 120 160 200 240 280 INLET PRESSURE(SpG=.78) HUSKY VIIIS NOZZLE HEAVY DUTY DIESEL PRESSURE ACTIVATED AUTOMATIC NOZZLE • Dimensions o • Accessories Model No. Description 2276 1"F x 1"F Reconnectable Safe-T-Break° 5812 1"F x 1"F Non-Reconnectable Safe-T-Break° 6301 1"F x 1"F Non-Reconnectable PCC Safe-T-Break' 5231 1"F x 1"F Low Pull Reconnectable Safe-T-Break° Model No. Description 0087 1"M x 1"F Multi-Plane Swivel 0087W 1 M x 1"F Multi-Plane Swivel with Warm Weather Seals 4860 1"M x 1"F Multi-Plane High Volume Swivel 0095 1"M x 1"F Multi-Plane 70'Pump Swivel 3395 1"M x 1"F Multi-Plane Restricted Swivel Swivel ° Combo Model No. Description � J � 5969 1"M Multi-Plane Swivel connected to ✓, J J 1"F Reconnectable Safe-T-Break° Model No. Description 2279 Complete Spout Assembly w/Spout Bushing 13"/ 5017 Complete Spout Assembly w/o Spout Bushing 330.2 mm 3589 Complete Long Spout Assembly w/Spout Bushing i Model No. Description 4740 Full Grip Guard 7352 POPDTm Full Grip Guard w/Clear Cover 5516 Full Grip Reguard 1808 Waffle Splash Guard 6628 POPDTM Clear Cover .. 111/."/292.1 mm — 5494 Lever Guard Testing and Maintenance Equipment Model No. Description 7089 Nozzle Service Kit 3593 Hold Open Clip Kit 74AWW MM"Mus PF 2325 Husky Way . MO 63069 . (800) 325-3558 . Fax (636) 825-7300 .www.husky.com • sales@husky.com ABOVE GROUND PRODUCTS www.opwgiobzil.com Mee Materials ISO�2241 Compatibility OPW 21Gu'M DEF Nozzle Testing for DEF Contamination 21Gu-0500 The Industr 's Most Body: Special resin coated aluminum y Lever & Lever Guard: Duratuff° Comprehensive DEF-Filling Solution Seals:Viton° ♦ End-to-end dispensing hardware Inlet Size: M34 (adaptor required for each nozzle) solution for reliable, efficient DEF-filling Weight: 2.41 lbs. each, 36 lbs./case of 15 ♦ Industry standard DEF-filling solution 1.1 kg each, 16.5 kg/case of 15 in Europe Mis-Filling Prevention Device(MFPD) Unique♦ Uni Mis-Filling Prevention Device e (MFPD) provides unparalleled filling Features — Benefits assurance and peace of mind ♦Affordable mis-filling prevention ♦Automatic Shutoff Feature shuts off ♦ Comes with Integral insurance designed to protect your nozzle when the tank is full Contaminant Prevention investment against potential ♦ Mis-filling prevention device Filter;this replaceable, mis-filling mishaps eliminates the risk of accidental stainless steel,40-mesh DEF filling or environmental filter provides an added 21GU-FLTR contamination. level of protection against io ♦ Spout with magnetic interface DEF contaminants. 9 prevents mis-filling mishaps. ♦ Outfitted in that N 8 ♦ Durable streamlined nozzle design familiar and o for easy, comfortable nozzle handling unmistakable "DEF 0 6 21, nozzle makes it easy to differentiate Blue" with slogan o�_vv. N a DEF products. badge for instant - W product identification. 3 ♦Total end-to-end affordable solution 2 is a convenient and complete system Maximum pressure and flow rate from the Industry Leader. ♦40 psi 2.75 bar) maximum pressure. ° ( p o 2 a 6 s io 12 la ib ♦ 10 gpm (37.8 Ipm) maximum flow rate FLOW RATE-GPM(STODDARD SOLVENT) MI5-FILLING PREVENTION Are You Protected? DEF Tank Diesel Fuel Tank Nozzle Magnetic A fixed magnetic field within the WITH the OPW MFPD Interface is Not Mis-Filling Prevention Device actuates Magnetic 21 Gu nozzle and Adaptor Actuated and DEF a magnetic interface in the spout of the Mis-Filling Prevention Cannot Contaminate g NozzleMayaetir Your Diesel 21 Gu nozzle to allow the flow of DEF. Device (MFPD),your interface 1f0Tl,(.l,10 Fuel Tank Without the Mis-Filling Prevention investment is safe. Diesel Exhaust Diesel Fuel Device,the DEF nozzle will not flow. Put Fluid(DEF) Yes the nozzle in the wrong tank—say,your Other DEF Nozzle DEF Tank diesel tank—no problem,the nozzle will Diesel Fuel Tank not flow. No other DEF-filling nozzle has WITHOUT the OPW There is Nothing to Stop the Nozzle this DEF mis-filling protection capability. 21 Gu nozzle and from Contaminating Your Diesel Mis-Filling Prevention ��( ''j'� NFuel Fuel Tank Device (MFPD),your lFuDiesel Exhaust Investment IS at rlSk. Flll uid(DEF) NO Listings and Certifications ISO 22241 Compliant O P W a company Nozzle Ordering Specifications Product# Description 0i 21 GU-0400 Wayne®/Bennett®/Gasboy®(Model 9862XX-ZWW)Nozzle designed for use WITHOUT Mis-Filling Prevention Device 21 GU-040G Gilbarco®/Gasboy®(Model 9862KX-Z)Nozzle designed for use WITHOUT Mis-FillingPrevention Device 040 21 GU 0500 Wayne®/Bennett®/Gasboy®(Model 9862XX-ZWW)Nozzle designed for use WITH Mis-Filling Prevention Device 21 GU 050G Gilbarco®/Gasboy°(Model 9862KX-Z)Nozzle designed for use WITH Mis-Filling Prevention Device Bennett',Separation by Gilbarco®Guard NOTE:Each nozzle requires one adaptor fitting to convert from M34 to 1" BSPP threads. Design°,Wayne®Guard Replacement Parts (Standard)and Gasboy® Product# Description 206466 21GU-0500&050G Blue Hand Insulator 205077 21GU-0400&040G Black Hand Insulator 21 GU-SPOUT DEF Replacement Spout designed for use WITH Mis-Filling Prevention Device 21 GU-SPOUT-N DEF Replacement Spout WITHOUT Mis-Filling Prevention Device 204133 DEF Replacement Slogan Badge 21 GU-FLTR Strainer and Spacer Washer CHOOSE YOUR NOZZLE OUTLET STYLE 21GU-SFH 21GU-SSS 21GU-SSB Stainless Steel Fixed Hose Fitting Stainless Steel Swivel Stainless Steel Swivel/Reconnectable Breakaway Mh Features Features Features r • SST construction and compatible • SST construction and compatible with • SST construction and compatible with with ISO 22241 Standard ISO 22241 Standard ISO 22241 Standard • Converts nozzle from M34 threads • Converts nozzle from M34 threads • Converts nozzle from M34 threads to 1" BSPP to 1" BSPP to 1" BSPP • Long lasting single plane swivel • Integral reconnectable • Includes 21GU-SCS for breakaway 175-330 attractive installation (lbs.) 80-150 (kg) and protection • Includes 21GU-BCS for of vehicles ov attractive installation and protection of vehicles 21Gu Nozzle Adaptor Ordering Specifications OPW MIS-FILLING Product# Description PREVENTION DEVICE (MFPD) 21GU-SFH DEF Stainless Steel Fixed Hose Inlet,1" BSPP male DEF mis-filling can be expensive.The 21GU-SSS DEF Stainless Steel Swivel, 1" BSPP male OPW 21 Gu MFPD offers the industry's 21 GU-SSB DEF Stainless Steel Reconnectable Breakaway/Swivel-NOTE:One(1)21 GU-SSB is required for each nozzle.Hose connection end is 1" BSPP male thread. most effective and affordable insurance 21GU-SCS Replacement DEF Swivel Cover Sleeve(Comes with 21GU-SSS) policy against mis-filling mishaps— 21 GU-BCS Replacement DEF Swivel/Breakaway Cover Sleeve(Comes with 21 GU-SSB) actually stopping them before they happen.There is no better 21Gu Mis-Filling Prevention Device way to protect your Product# Description investment and the 21 GU Mis-Filling Prevention Device(MFPD).Order one MFPD or Bulk Packed for OEM environment. MFPD sales(420 per case)NOTE:The MFPD is permanently installed in DEF tank fill pipe. Contact your vehicle supplier and specify the OPW DEF Mis-Filling Prevention Device. MFPD-Pak Retail Packaged Mis-Fill Prevention(Each) ll Note:Want them individually packaged for retail?Contact OPW customer service at1-800-422-2525. 166 9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 - Phone: (800)422-2525 4* Fax: (800) 421-3297 FUEL DISPENSING U Models 61oX & 61oXB Hose Retriever SPECIFICATION SHEET Application The 61 OX hose retriever assembly suspends the fueling 360°Retriever Head hose above the dispenser eliminating kinks and tangles while '/s"Stainless Features and Details <— Steel Cable • Smooth operation—counterweight assemblies matched with • 3600 rotating retriever head assists the operator in positioning the hose to the fueling point • Easy to install—pre-cut post and all required components included • Minimal maintenance—durable construction and minimal moving parts I Closeup of Materials of Construction Cable Clamps and Hose Clamp • Retriever head... cast iron (e-coated black) • Cable and connectors... stainless steel • Pulley... aluminum V • Ball bearing swivel... stainless steel • Mountingb assivated aluminum with %-16x23/4 z"Aluminum ase... p Schedule 40 stainless steel anchor bolt Post —► (Plain or • Post... aluminum schedule 40 (A) or powder coated black (B) powder ate optional black) • Counterweights... steel • Hose clamp... plastic(3/4"or 1"sizes)with stainless steel connector • Adjustable stabilizer brackets... cast iron (zinc plated) _911111111111111r� 9"R.- Hose Counter Max Hose Overall Shipping ,...� O.D.Item Number Post Length Weight 610X--0100AIR A V 12'-14' 10lbs 1Yd' 90" 27Ibs Adjustable 610X--0300 AR A 1" 12'-14' 14 Ibs 13/811 90" 31 Ibs Pipe Clamp 610X--0500 AR A Coaxial 11'-13' 17 Ibs Coaxial 90" 1 34 Ibs Hose clamps not included with the Coaxial model. Anchor Bolt Overall Post Item Number Option Coated •• • •• Height Weight Post Base (Anodized Aluminum) 610X--0100 ARPB B '/<" 12'-14' 10 Ibs 1'/" 90" 27Ibs '/4"Bolt and Locknut 610X--0300ARPB B 1" 12'-14' 14lbs 13/8" 90" 31lbs 610X--0500ARP13 B Coaxial 11'-13' 17lbs Coaxial 90" 34lbs 61oX(go") Hose clamps not included with the Coaxial model. Note:Packaged in two boxes Note:Hose not included. LA MORRISON BROS. CO. Models 61oX&61oXB Hose Retriever(continued) SPECIFICATION SHEET O.D.Item Number Post I.D. Lengthl Weight t--36o°Retriever Head 61 OXB-0200 AR A %11 15-20' 12 Ibs 11h," 110" 46 Ibs 61OXB-0400AR A 1" 15'-18' 17Ibs 1Y." 110" 51Ibs 61 OXB-0600 AR A Coaxial 13'-15' 17 Ibs Coaxial 110" 51 Ibs TI Hose clamps not included with the Coaxial model. z"aluminum Schedule 40 Post • - Post Extension NumberItem Option Coated •D. O.D.• • (Plain or powder coated black) ` 61 OXB-0200 ARPB B '/<" 15'-20' 12 Ibs 11/s2° 110" 46 Ibs 61 OXB-0400 ARPB B 1" 15'-18' 171bs V/8' 110" 511bs 61 OXB-0600 ARPB B Coaxial 13'-15' 17 Ibs Coaxial 110" 51 Ibs Hose clamps not included with the Coaxial model. Note:Packaged in two boxes Note:Hose not included. Closeup of Coupler z"Aluminum Schedule 40 Post —► (Plain or powder coated black) 4-0 — Base L61oXB(110" 57o E.7th Street,P.O.Box 238 1 Dubuque,IA 52004-0238 t.563-583.5701 1 800-553.4840 1 f.563-583.5028 LA M0RRIS0N BROS. CO. Www.morbros.com FUEL DISPENSING UModel 610 Hose Retriever,Bases,Hose Hanger,&HosebunT'(continued) The proper way to cradle a hose while suspended from a hose retriever is with a hose hanger or a Hosebun TM. Application The 611 hose hanger supports the bend radius, protecting the hose 7 from kinking. This product is easy to install and is the most economical �► choice! Features and Details • Durable construction /d6ii(i") • Economical • Extends life of the hose Materials of Construction 611 • Hose hanger... Cast aluminum, powder coated • Hardware... Stainless steel • Spacers... Nylon (1'/4"-2" size) • D-ring... Stainless steel • Sling... UV resistant polyester • Hose clamps with hose protectors... Stainless steel Application The 610 hose hanger and HosebunTM protects the bending radius, protecting the hose from kinking. This product is easy to install and has a 5-1 safety factor. Materials of Construction Hose hanger and Hosebun' Urethane Sling... Nylon 61oHGR(3/-1") Fig.610BUNTm(z") 57o E.7th Street,P.O.Box 238 I Dubuque,IA 52004-0238 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 M0 R R I S 0 N BROS. CO. www.morbros.com March 2020 - H�ior CONTRACTORS, INC. Building Relationships CARDLOCK O P W FUEL MANAGEMENT SYSTEMS Tomorrow's EMV@ Technology DOMfor Today's Fleets Petro Vend° 300E fuel island terminal R1 •10 Visit Website Wayne oPw 00(@��iew FUELING SOLUTIONS � ProGauge Fairbanks K Dispensers&Payment SITE EFFICIENCY �A ... , Retail Systems&Pricing A Leader in Fuel Control Technology Since 1961 , OPW Fuel Management Systems, a product brand of Dover Fueling Solutions (OPW FMS) has led the way in providing safe, accurate, and reliable fleet fueling management solutions. Today, our innovative Petro Vend TM (PV) products deliver everything you need to fully automate and manage your fueling operation. No matter your operation, OPW FMS has the solution—from state-of-the-art fuel island terminals, to fuel site controllers, software and more. Designed to handle all types of network fueling cards, the Petro Vend line of fuel control systems offers a level of purchase control, tracking and reporting that meets the high demands of today's fleets. The systems put you in better charge of your 24-hour unattended fuel management, giving you more security, more convenience and more peace of mind. Our Petro Vend EMV° terminal and retrofit kits have everything you need to take advantage of today's most advanced payment technology. DFS Wb W w&*Brands Wa 6pog" FUELING SOLUTIONS 4M ProGauge fairbanksi, The Features You Want, the - � Security °°VO a You Need 0 Featuring sleek design and easy operation, the a_ Petro Vend 300E (PV300E) fuel island terminal is an all-in-one insert-style unit with a 7-inch touch screen and alpha entry. Engineered for maximum payment flexibility, the PV300E includes Tap-n-Pay options for contactless cards and both ApplePay and Google Wallet transactions. What's more, our Petro Vend EMV°fuel management system offers secure EMV° processing direct from the terminal, eliminating point-of-sale (POS) or fuel site controller PCI updates from the scope. We also offer multiple methods to add CAT5 connectivity to the EMV° terminals for secure authorization link (hardware, wireless LAN, cradlepoint device). Whether your fueling operation uses dispensers with built-in payment systems or separate island terminals,the Petro Vend fuel control family has the ideal solution to meet your EMV° needs. If you're considering brand new terminals, our PV300E model delivers the latest in secure, reliable payment control. For other systems, our retrofit kits work with many of today's most popular dispensers. Technical Specifications Readers:Hybrid EMV Chip Card and Magnetic-stripe card reader,Optional NFC Reader Display:7-inch touchscreen VGA display Receipt Printer:The high-resolution,thermal receipt printer has an integral cutter and large paper roll Keypad:Secure keypad with built-in privacy shield Cabinet Dimensions:12.5"H x 17.5"W x 13.5"D (31.75cm x 44.45cm x 34.29cm) m Pedestal Dimensions:48"H x 14"W x 8"D (122cm H x 36cm W x 20cm D); 32-inch and 40-inch heights are optional Operating Temperature Range:-40oF to 122°F (-40oC to 50oC) ' Power Requirements:120/240 VAC(auto detectable), 50/60 Hz;250 watts max O Flo VV6 Petro Vend°300E fuel control system FUEL MANAGEMENT SYSTEMS - Everything You Need for EMV° C On April 16, 2021, the liability for payment fraud at the pump shifted to fuel retailers.The best way to protect your business from the expensive chargebacks is to convert all mag stripe systems to EMV, if you haven't done so already. Our Petro Vend EMV terminal and Retrofit kits have everything you need to take advantage of today's most advanced payment technology. The Roadmap to EMV° This diagram illustrates the backwards compatibility of the Petro Vend EMV terminal. Using the traditional functions of the FSC3000TM fuel site controller, the PV300E is built to handle today's EMV chip cards as well as older mag stripe cards. All bankcard transactions go between the terminal and the Tokheim OASETM (Online Authorization and Switching Environment) system for authorization, and the site controller is engaged for pump control. uu n nn - OASE c Petro Vend 300E Bank EMV PCI 4.x Host Network f ENVIRONMENT NON-EMV ENVIRONMENT 0 FSC3000 Commercial Fleet � Petro Vend 200 Fuel Site Controller Host Network Fuel Island Terminal PCI Certified Card Auth. .0-0.Non-PCI Certified Card Auth. -*-N�Pump Control Communications O Petro Vend°300E fuel control system P VV FUEL MANAGEMENT SYSTEMS - H�ior CONTRACTORS, INC. Building Relationships FIBERGLASS PIPING Red Thread (Product Applications • Service Station • Central Fuel Oil Systems • Diesel Exhaust Fluid • Vent/Vapor Recovery • Marinas Terminals • UL/ULC Systems that require MV, • Bulk Plant Terminals • Ethanol Fuel Blends HB,CT,A&M Fuels • Fueling Terminals • Biodiesel Fuel Materials and Construction Fittings Joining System All pipe is manufactured byfilament Fittings are manufactured with thesame winding process using amine-cured epoxy chemical and temperature capabilities as the • T.A.B:" Theprimaryjoiningmethodfor thermosetting resin to impregnate strands of pipe. Depending on the configurations and pipejoints promotingfast,positive make- continuous glass filaments with a resin-rich size,thefittings construction method will up and prevents"backout"duringcuring. interior surface.The operating pressure becompression molded,contact molded, . Bell&Spigot-Theprimaryjoining of the pipe is upto250 psig(17.2 bar)with fabricated orfilamentwound and are method for fittingjoints. continuous operatingtemperatureto 150OF described in FH1250. (66°C). Thesejoints assistthe installerand assures Red Thread llAis Listed with Underwriters Testing a fast trouble-free installation.Adhesivefor Laboratories Standard 971-2004 for Installed pipe systems should be tested prior this system is Series 8000.T.A.B.spigots can non-metallic underground pipingformotor to use to assure soundness ofalljointsand bebondedintotaperedbellsandtapered vehicle(MV),high blend(HB),concentrated connections.Locate pressure gauge in close spigots can be Bonded into T.A.B.bells using (CT)and aviation and marine(AW)fuels. proximitytothe pressurizing equipment, standard bonding procedures fortapered not directlyon the pipingsystem.Apressure joints. The pipe and fittings are also Listed with Underwriters Laboratories of Canada with gaugewith thetest pressure at mid-scale is recommended. ASTM D2996 Designation Code- both Listings under FileMH9162. RTRP-11AW13110 Nominal Dimensional Data Pressure/ Pipe Size inside Outside Wall Thickness Weight Temperature Mill Test Minimum Diameter Diameter Max.Rating at Pressure Bending Radius 150°F(66°C) in mm in mm in mm in mm lbs/ft kg/m psig MPa prig MPa ft m 2 50 2.238 57 2.372 60 0.067 1.70 0.42 0.63 250 1.72 375 2.59 102 31.0 3 80 3.363 85 3.559 90 0.098 2.49 0.92 1.37 175 1.21 300 2.07 153 46.5 4 100 4.364 111 4.554 116 0.095 2.41 1.15 1.71 125 0.86 265 1.83 195 59.5 6 150 6.408 163 6.686 170 0.139 3.53 2.47 3.68 20 0.14 265 1.83 287 87.4 View of Joint Illustrations T.A.B. Bell&Spigot Fiber Glass Systems I K'YPod��tion Solutions fgspipe@nov.com nov.comjgs ProductData Typical Mechanical Properties 75°F 24°C 200oF 93°C Pipe Property Method psi MPa psi MPa Axial Tensile Ultimate Stress 9,530 165.7 6,585 145.4 ASTMD2105 Modulus of Elasticity 1.68 x 106 111,584 1.42 x 106 19,791 ASTM D2105 Poisson's Ratio,v (v )1�1 0.35(0.61) Axial Compression Ultimate Stress 112,510 86.3 8,560 159.0 1 ASTM D695 Modulus of Elasticity 10.677 x 106 4,668 0.379 x 106 12,613 1 ASTM D695 Beam Bending Modulus of Elasticity(Long Term) 12.6 x 106 17,927 0.718 x 106 14,951 ASTM D2925 Hydrostatic Burst Ultimate Hoop Tensile Stress 140,150 277 36,480 1252 1 ASTM D1599 Hydrostatic Hoop Design Stress Static 20Year Life LTHS-95%LCL I- 18,203-14,689 1125.5-101.3 1 ASTM D2992-Procedure B Static 50 Year Life LTHS-95%LCL I- 16,788-13,142 1115.7-90.6 1 ASTM D2992-Procedure B Parallel Plate Hoop Modulus of Elasticity 13.02 x 106 20,822 ASTM D2412 Shear Modulus 11.76 x 101 12,135 1.63 x 106 11,250 Typical Physical Properties Ultimate Collapse Pressure Pipe Property Value Value Method Size Collapse Pressure l2ll3l(4) psig MPa Thermal 0.23 BTU/hr•ft-'F 0.4 W/m°C ASTM D177 in mm 75°F 150°F 24°C 66°C Conductivity 2 50 177 133 1.22 0.92 Thermal 10.7x10-6in/in°F 19.3x10-6mm/mm'C ASTMD696 3 80 171 129 1.18 0.89 Expansion 4 100 69 51 0.48 0.35 Absolute 0.00021 in 0.00053 mm 6 150 69 51 0.48 0.35 Roughness Specific Gravity 1.8 ASTMD792 Pipe Length ('I Vha=The ratio of axial strain to hoop strain resulting from stress in the hoop direction. Vah=Theratioof hoop strain to axial strain resuffingfrom stress in the axial direction. Size Standard Random (2)The differential pressure between internal and external pressure which causes collapse. in mm ft m ft m (3)A 0.67 design factor is recommended for short duration vacuum service.A full vacuum is equal to 14.7 prig(0.101 MPa)differential pressure at sea level. 2-6 50-150 15 14.57 22-25 6.7-7.62 (0)A0.33 design factor is recommended for sustained(long-term)differential collapse pressure design and operation. National Oilwell Varco has produced this brochure for general Fiber Glass Systems information only,and it is not intended for design purposes. 17115 San Pedro Avenue,Ste 200 Although every effort has been made to maintain the accuracy and reliability of its contents,National Oilwell Varco in no way assumes San Antonio,Texas 78232 USA responsibility for liability for any loss,damage or injury resulting Phone:210 477 7500 from the use of information and data herein nor is any warranty Fax:210 477 7560 LISTED expressed or implied.Always cross-reference the bulletin date with the most current version listed at the web site noted in this literature. ©2017 National Oilwell Varco All rights reserved FH1200ENG February 2017 Co Fiber Glass Systems I KOYProductiduction Solutions fgspipe@nov.com nov.com/fgs - H�ior CONTRACTORS, INC. Building Relationships SUMPS AND ENTRY FITTINGS New Construction Fittings BRAY0• PROBLEM SOLVED F Series Full-Body NEW CONSTRUCTION SIZES • 3V„ 1" • 3x2" • 43" FRP Piping • 6x4" MATERIAL • Tank-spec fiberglass SPECIFICATIONS Product Shown F-32S-T-F • Bonded FRP entry fitting, for long service life Available for singlewall and doublewall sumps About the F Series Full-Body • No piping test reducers required The Bravo F Series full body entry fitting is compatible with both singlewall and doublewall monitored sumps. The F Series is a termination • Duel redundant test ports entry fitting which terminates secondary pipe at the exterior of the containment sump. A separate test • Models for flat and curved sump walls reducer is not needed to terminate from primary to secondary pipe. The F Series has duel integrated • 30-year corrosion warranty test ports that can be used for testing, drainage to a sensor, or VPH constant monitoring. Models • UL2447 Listed available for both size-over-size and rigid conduit. Quality FRP construction and bonded installation provides an extremely long service life compared to flexible entry fittings. Bravo Solution Center ® D Call or Text (323) 541-3851 LISTED orders@sbravo.com UL 2447 Page 1 of 2 Innovative Solutions for Secondary Containment DS-8.0312.22 www.sbravo.com1800.282.7286 OB�vo New Construction Fittings F Series PROBLEM SOLVED Full-Body Chart - Dimensions NEW CONSTRUCTION F Series Full-Body, Flat Sump Wall Pipe type Description — 3/4"galvanized conduit F-075-0-F 3/4"galvanized conduit,full-body with duel injection ports,EPDXY REQ'D 3/4"PVC coated conduit F-07RS-0-F 3/4"PVC coated condut,full-body with duel injection ports,EPDXY REQ'D 3/4"galvanized conduit F-07S-0-DF 3/4"galvanized conduit,doublewall full-body,duel injection ports and tertiary boot seal, Flat wall FRP,EPDXY REQ'D 3/4"PVC coated conduit F-07RS-0-DF 3/4"PVC coated conduit,doublewall full-body,duel injection ports and tertiary boot seal, Flat wall FRP,EPDXY HOT 1"galvanized conduit F-10S-0-F 1"galvanized conduit,full-body with duel injection ports,EPDXY REQ'D 1"PVC coated conduit F-10RS-0-F 1"PVC coated conduit,full-body with duel injection ports,EPDXY REQ'D 1"galvanized conduit F-10S-0-DF 1"galvanized conduit,doublewall full-body,duel injection ports and tertiary boot seal, Flat wall FRP,EPDXY REQ'D 1"PVC coated conduit F-10RS-0-DF 1"PVC coated conduit,doublewall full-body,duel injection ports and tertiary boot seal, Flat wall FRP,EPDXY REQ'D 3/4 brass ground- ing rod F-07-GR 3/4"brass grounding rod,full-body with brass conductor and clamps,EPDXY REQ'D 3 x 2"FRP F-32S-T-F 3x2"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D i 4 x 3"FRP F-43S-T-F 43"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D 6 x 4"FRP F-64S-T-F 6x4"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D 3 x 2"FRP F-32A-T-F 3x2"FRP,adjustable full-body taper by slip;dual test ports and single injection port, EPDXY REQ'D 4 x 3"FRP F-43A-T-F 43"FRP,adjustable full-body taper by slip;dual test ports and single injection port, EPDXY REQ'D F Series Full-Body, Round Sump Wall IrPipe type IL Part# Description 3/4"galvanized conduit F-07S-0-R 3/4"galvanized conduit,full-body with duel injection ports,EPDXY REQ'D 3/4"PVC coated conduit F-07RS-0-R 3/4"PVC coated conduit,full-body with duel injection ports,EPDXY REQ'D 3/4"galvanized conduit F-07S-0-DR 3/4"galvanized conduit,doublewall full-body,duel injection ports and tertiary boot seal, Round wall FRP,EPDXY REQ'D 3/4"PVC coated conduit F-07RS-0-DR 3/4"PVC coated conduit,doublewall full-body,duel injection ports and tertiary boot seal,Round wall FRP,EPDXY REQ'D 1"galvanized conduit F-10S-0-R 1"galvanized conduit,full-body with duel injection ports,EPDXY REQ'D 1"PVC coated conduit F-10RS-0-11 1"PVC coated conduit,full-body with duel injection ports,EPDXY REQ'D 1"galvanized conduit F-10S-0-DR 1"galvanized conduit,doublewall full-body,duel injection ports and tertiary boot seal, Round wall FRP,EPDXY REQ'D 1"PVC coated conduit F-10RS-0-DR 1"PVC coated conduit,doublewall full-body,duel injection ports and tertiary boot seal, Round wall FRP,EPDXY REQ'D 3/4 brass ground- ing rod F-07-GR-R 3/4"brass grounding rod,full-body with brass conductor and clamps,EPDXY REQ'D 3 x 2"FRP F-32S-T-R 3x2"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D 4 x 3"FRP F-43S-T-R 4x3"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D 6 x 4"FRP F-64S-T-R 6x4"FRP,full-body taper by slip;dual test ports and single injection port,EPDXY REQ'D 3 x 2"FRP F-32A-T-R 3x2"FRP,adjustable full-body taper by slip;dual test ports and single injection port, EPDXY REQ'D 4 x 3"FRP F-43A-T-R 40"FRP,adjustable full-body taper by slip;dual test ports and single injection port, EPDXY REQ'D - R�ior CONTRACTORS, INC. Building Relationships PIPING HARDWARE U TRANSITION SUMPS C TS SERIES - GRADE LEVEL us Transition Sumps - the most versatile containment sump. LISTED point,They can be used to transition from above ground steel pipe UL2447 to underground fiberglass or flex piping for use with an AST or vent lines. They can also be used as a intermediate sump for a system low . - equisuch as pment d ball valves. FORGED STEEL COUPLINGS _ bon Forged Steel Couplings will not deteriorate or crack from UV exposure. LARGE ACCESS OPENING '0 Utilized as a vent More space makes for easy box or an AST transition installation and service STAINLESS STEEL OPTIONS We offer stainless steel options to best suit your installation requirements CUSTOM SIZES AVAILABLE Various sizes and options are available to meet any job-site or customer specifications upon request. TWIST LOK ACCESS COVER PCPs tank sumps and below grade transition sumps come standard with the latest generation of our innovative'Twist-Lok'Access Cover. Constructed from injection molded fiberglass,Twist-Lok lids provide a watertight seal with a quick and easy 12° turn. :0 For'BRITE-WHITE' INTERIOR grade non-traffic areas Our signature'Brite-White' interior reflects light for better visibility and makes identifying leak points easier. DUO-MOLDED TECHNOLOGY Our fiberglass sumps utilizes Duo-Molded Technology. Using premium raw materials with a high glass content,we create two layers of fiberglass,offering superior strength and fuel resistance. • Translucent Fiberglass Finish 'w, i e Brite-White Fiberglass Interior Double •.all DUO-MOLDED TECHNOLOGY Whie OPTIONS PETROLEUM CONTAINMENT, INC 1 8873 Western Way,Jacksonville, FI 32256 1 904.358.1700 1 pcisumps.com TS SERIES - GRADE LEVEL TRANSITION SUMPS DIMENSIONS WITH -4130 RAIN-TITE COVER TS37:37.5"/TS46:46.5" TS37:31.5"/TS46:40.5" >I 29.5" �A:B"'► 5 2 "I LL 33" 29.25" 30.8" Imo- TS37:32.25"/TS46:40.5" �If DIMENSIONS WITH -5130/-6130 DIAMOND PLATE COVER TS37:37" TS46:46" 29 'I __TS37:32.25"/TS46:40.5"� E 24 Single Wall Double Wall Length Width Height Max. PART NUMBER LEGEND Couplings Length Height 37:37" 29:29" TS372929 TSDW372929 37" 29" 29" 3 TS462929 TSDW462929 46" 29" 29" 5` TS�37 q29 �29 - TBOOptions(Example:TS372929-5B0) Width L -4B0 Rain-Tite Cover with Steel Couplings Series 29:29" 4B0:Rain-Tite Cover 5130:Hinged Steel Cover(Bolt-Down) -5B0 Hinged Diamond Plate Steel Cover(Bolt-Down) TS:Standard 6130:Hinged Steel Cover(Cam-Lock) TSDW:Double Wall -6B0 Hinged Diamond Plate Steel Cover(Cam-Lock) Additional Components(Order Separately) Vent Line Support Racks CPLG-1 1" Forged Steel Coupling VLSR-96X40 8'Vent Rack for TS37 CPLG-1 SS 1" Forged Stainless Steel Coupling VLSR-96X48 8'Vent Rack for TS46 CPLG-2 2" Forged Steel Coupling VLSR-MB Brackets for Vent Rack(Set of 2) CPLG-2SS 2" Forged Stainless Steel Coupling 'Dimension A CPLG-3 3" Forged Steel Coupling If 5 couplings are used,spacing is 7.75" CPLG-4 4" Forged Steel Coupling ' PETROLEUM CONTAINMENT, INC 111. 8873 Western Way,Jacksonville, Fl 32256 1904.358.1700 - H�ior CONTRACTORS, INC. Building Relationships UNDER DISPENSER CONTAINMENT O P W_0� a:=company 10 Plus Series Emergency Materials %jLListed Shut-Off Valves foorupto OPW raised the protection standard in Top: Cast iron v5�/O Body: Cast iron Ethanol emergency valves when it introduced y the first double-poppet valve back in 1989.This industry-changing OPW innovation helped to significantly reduce - - the risk of fire, explosion, personal injury, - property damage and environmental contamination at sites around the world. Major oil companies and jobbers agreed that providing added protection for their customers, investments and 1. the environment were the three most 2" 2" 10 Plus 10 Plus(B100) 10 Plus (E85) 10 Plus convincing reasons for switching to the Features innovative new valves. ♦ The ONLY emergency shut-off valve Dimensions in the world designed to protect 4- Superior shear groove design and 1.5 in. z.o in. your customers, investments, and the engineering results in reliable valve A 7'/16 8'/6 environment against the potential shut-off in the event of a pull-over B 22'/32 31/2 hazards of undetected shear groove or dislodged dispenser.The 10 Plus C 221/32 leaks caused by low-impact incidents utilizes the same time-tested ♦ The patented SmartGuardT" design field-proven design of the OPW 10 D 211/16 31/2 contains shear groove leaks, Series Emergency Shut-off Valve— E 2'/16 33/16 preventing fuel from leaking into the most specified emergency F 421/32 531/32 sumps to help reduce the risk of shut-off valve in the world fire, explosion, personal injury, ♦ Fusible link releases to automatically property damage, environmental close the valve to reduce fire hazard contamination, product loss and ♦ Rigorously tested to meet OPW's O costly clean-up rigid quality standards ♦ E85 model has orange arm F Ordering Specifications for visual indicator BodySize Body Model# Weight Connection Poppet Application Mounting in. cm lb. kg Threads Configuration System E10P 1150 11h 4 6.7 3.05 NPT Single Pressure Combination 1OP-0152 11/2 4 6.8 3.10 NPT Double Pressure Combination 10P-0152E85 1112 4 6.8 3.10 NPT Double Pressure Combination *E85 1OP-0200 2 5 11.2 5.12 NPT Single Pressure Combination A 1OP-0202 2 5 11.2 5.12 NPT Double Pressure Combination 1OP-0202RF 2 5 11.2 5.12 NPT Double Pressure Combination *B100 �B C�D� — 10 Plus Replacement Parts Ww Part# Description Listings and ! 1ORPLUS-0150 10 Plus Single Poppet Replacement Top Certifications UL ULC 1 ORPLUS-0152 10 Plus Double Poppet Replacement Top 202950 1112"Tetra Seal 10 Plus Series Instruction Sheet Order l `7_ 200143 Safety Hub/Fusible Link Number: 201614 1 213273 E85 Safety Hub S/A Orange ` a H11361M 2"Tetra Seal 52 9393 Princeton-Glendale Road Hamilton,Ohio USA 45011 Phone:(800)422-2525 - Fax: (800)421-3297 BELOW GROUND PRODUCTS www.opwgiobzil.com Materials 10 Series Emergency Top: Cast iron Low Profile Patented Thermal Shut-Off Valves Body: Cast iron Relief valve OPW 10 Series Emergency Shut-off Main / Air Test Port Valves are installed on fuel supply Disc: M-19 pp y Poppet Secondary lines beneath dispensers at grade level Carrier:Zinc-plated steel Seat j j Poppet to minimize hazards associated with Stem: Copper-nickel-chrome-plated brass Fusible collision or fire at the dispenser. If the Poppet Spring: Stainless steel Link dispenser is pulled over or dislodged by Seal: M-19 0-Ring Nickel-Plated, collision,the top of the valve breaks off Packing nut: Brass,Teflon®-coated Teflon-Coated at the integral shear groove, activating Inlet and outlet thread: 1-1/2" (4 cm) NPT Main Stem poppets and shutting off the flow of fuel. (British threads available) Single-poppet models shut off supply *With black Duragard°E-Coating Combination Main Poppet flow,while double poppet models shut v Features off supply as well as prevent release of fuel from the dispenser's internal ♦ High Flow Capacity—the primary ♦ Integral Test Port—a 3/8" (9.5 mm) piping.The base of the emergency valve poppet is held out of the flow stream test port allows the piping system to be is securely anchored to the concrete while the secondary poppet is held air-tested without breaking any piping normally open to minimize head loss connections. dispenser island through a stabilizer bar across the valve and to protect the poppet ♦ Patented Thermal Relief Valve— system within the dispenser sump or pan seals from damage and erosion.True relieves excessive pressure over 25 psi to ensure proper shearing action.The 1-1/2" (4 cm) and 2" (5 cm) body sizes caused by thermal expansion of fuel in the valve base is secured to the stabilizer ensure maximum flow. dispenser piping system in the event of bar using a three-point boss mount ♦ Fire Protection—a fusible link trips fire(double-poppet models only). system or a U-Bolt Kit (not included) the valve closed at 165'F to shut off fuel ♦ Low-Profile Tops—female and union- 1 OUBK-015 (1-1/2") and 10URK- supply to the dispenser. top double-poppet valves have a low 0200 (2 sold separately).Valve inlet ♦ Main Poppet Seat Integral to the profile top to allow upgrading from OPW Top Assembly—having the main poppet single-poppet valves without changing (bottom) connections are female pipe seat as an integral part of the valve top existing piping. threads and outlet (top) connections ensures a new,clean seating surface is ♦ Multiple Mounting Options—valves are available with female threads, male installed each time the top is replaced. are boss-mounted to stabilizer bars in threads or a union fitting. Other options This design also ensures that the integrity sumps and pans or mounted to bars include suction system models with a of the seal between the valve top and embedded in the island with optional bottom is verified during line testing and U-Bolnormally closed secondary poppet which allows full inspection of the main poppet Versatile kits Combination (not included). maintains prime, and models when the to is removed. Versatile Combination Body(boss mount/ p U-Bolt mount) models are available to with external threads on the inlet ♦ Duragard°-Coat Finish—provides accommodate most mounting applications body which connect to secondary superior corrosion resistance. with one valve style. containment systems. ♦ Reliable Shut-off—a stainless steel ♦ Underwriters Laboratories— @ main spring,a teflon-coated brass packing listed for use with gasoline and 85% and nut and a copper/nickel/chrome-plated 100% methanol.All OPW 10 Emergency brass stem are designed to prevent tar Shut-Off Valves meet requirements of UL build-up and corrosion from interfering STANDARD 842. with poppet operation after long periods ♦ Compatible with 85% ethanol (E85) of normal service without activation. PA15 Offset Adaptor Ordering Specifications The OPW PA15 Offset Adaptor Part# Thread Size Offset Height Width Body Weight is designed for adjusting in. mm in. min in. min in. mm lb. kg misalignment of pipe in OP PA15-10 11/2 38.1 1 25 21/4 57.2 35/8 92.1 2 .9 dispenser sumps and suction PA15-15 1'/2 38.1 11/2 38.1 21/4 57.2 41/8 104.8 2 .9 stubs.The PA15 has a low Materials profile feature, and is designed PA15 20 1'/2 38.1 2 51 21/4 57.2 45/8 117.5 2 .9 Ductile Iron for maximum flow. Black Duragard E-Coating O P W-:w a:=company OPW 10 Series Emergency Shut-Off Valves Ordering Specifications Female Threaded Top (Outlet) Connection Valves Body Size Model# Connection Threads Poppet Configuration Application Replacement Top in. cm 1OBF-5725 1'12 4 NPT Single Pressure 1ORFT-5750 1OBFP-5726 1'12 4 NPT Double Pressure 1OFTP-5701 1ORF-2001 2 5 NPT Single Pressure 1ORFT-5742 1ORFP-2002 2 5 NPT Double Pressure 1ORFTP-5752 Male Threaded-Top (Outlet) Connection Valves Body Size Model# Connection Threads Poppet Configuration Application Replacement Top in. kg 10BM-5825 1'/2 4 NPT Single Pressure 1ORMT-5850 1OBHMP-5830 11/2 4 NPT Double Pressure 1ORMTP-5851 10SBHMP-5830 11/2 4 NPT Double Suction 10SHMTP-5811 1ORM-2003 2 5 NPT Single Pressure 1ORMT-5842 1ORMP-2004 2 5 NPT Double Pressure 1ORMTP-5852 Union-Top (Outlet) Connection Valves Body Size Model# Connection Threads Poppet Configuration Application Replacement Top in. kg 10BU-5925 1'12 4 NPT Single Pressure 1ORUTC-5975 10BUP-5926 1'12 4 NPT Double Pressure 1OUTCP-5901 10SBUP-5926 1'12 4 NPT Double Suction 1OSUTCP-5911 10RU-2005 2 5 NPT Single Pressure 1ORUTC-5962 10RUP-2006 2 5 NPT Double Pressure 10RUTCP-5972 NOTE:All BSPP Thread Shear Valves must be ordered through OPW's Europe or Asia office. IMPORTANT NOTICE: When mounting the OPW 10 Series Emergency Shut-off Valves,the anchoring system employed must withstand a force greater than 650 ft.pounds per valve. NFPA Code 30A,Automotive and Marine Service Station Code,requires that the automatic closing feature of emergency shut-off valves be checked at least once per year by manually tripping the hold-open linkage.OPW recommends the use of Flexworks Stabilizer Bar Support System for proper mounting of 10 Series Valves. NOTICE: As per NFPA 30A,electrical supply to the submersible pump must always be disconnected before servicing meters,dispensers or emergency shut-off valves. 54 9393 Princeton-Glendale Road - Hamilton,Ohio USA 45011 - Phone:(800)422-2525 - Fax: (800)421-3297 BELOW GROUND PRODUCTS www.opwgiobzil.com Replacement Valve Tops Body Size Connection Poppet Model# Application Top Connection Profile in cm Threads Configuration 1ORFT-5750 11/2 4 NPT Single Pressure Female 1ORFTP-5751 11/2 4 NPT Double Pressure Female 1OFTP-5701 11/2 4 NPT Double Pressure Female Low Profile 1ORMT-5850 11/2 4 NPT Single Pressure Male 1ORMTP-5851 11/2 4 NPT Double Pressure Male 10SHMTP-5811 11/2 4 NPT Double Suction Male 10RUTC-5975 11/2 4 NPT Single Pressure Complete Union 1OUTCP-5901 11/2 4 NPT Double Pressure Complete Union Low Profile 1ORFT-5742 2 4 NPT Single Pressure Female 1ORFTP-5752 2 5 NPT Double Pressure Female 1ORMT-5842 2 5 NPT Single Pressure Male 1ORMTP-5852 2 5 NPT Double Pressure Male 1ORUTC-5962 2 5 NPT Single Pressure Complete Union 1ORUTCP-5972 2 5 NPT Double Pressure Complete Union 11/2" Dimensions 10BF 10BFP 10BM 10BHMP 10BU 10BUP 10SBFP 10SBHMP 10SBUP f D in. mm in. mm in. mm in. mm in. mm in. mm 1 A 621/64 161 6Z1/64 161 613/16 173 711/16 195 71/4 184 71/4 184 A B 23/4 70 23/4 70 23/4 70 23/4 70 23/4 70 23/4 70 C 211/16 69 211/16 69 21'/16 69 211/16 69 211/16 69 21'/16 69 D 13/4 44 13/4 44 2'/4 57 31/8 79 211/16 69 211/16 69 C y B 2" Dimensions 10111' 1011M 10RU 10RFP 10RMP 10RUP Other Replacement Parts 10RFS 10RMS 10RUS 10RFSP 10RMSP 10RUSP in. mm in. mm in. mm in. mm in. mm in. mm Part# Description A 83/6 213 927/32 250 913/32 239 83/6 213 927/32 250 913/32 239 202950 11/2"Tetra Seal B 37/64 79 37/64 79 37/64 79 37/64 79 37/64 79 37/64 79 H11361M 2"Tetra Seal C 31/4 83 31/4 83 31/4 83 31/4 83 3'/4 83 31/4 83 H07659M Link Spring D 31/16 78 0/16 116 37/8 98 31/16 78 4'/16 116 31/8 98 H07643RB Link Retaining Screw H04788M Hold-Open Link(Brass) H05361 Safety Hub S/A-Fusible Link 1 OUBK-015 U-Bolt Kit for 1112" 1 OURK-020 U-Bolt Kit for 2" O P W a=company 60V-DEF Shear Valve Starting with 2010 Models, DEF was required in diesel-powered trucks / 1 utilizing Selective Catalytic Reduction I (SCR) to meet federal emissions standards.The dispensing infrastructure at travel centers and fleet refueling sites continues to evolve as DEF compatible equipment is installed. OPW's 60V-DEF Shear Valve has a unique 60V DEF coating that allows for DEF compatibility J l while maintaining the reliable shear J performance of cast iron.Third-party tested to ensure compatibility with the Machined shear 1"female BSPP for reliable ISO 22241 Standard, our new 60V DEF groove threaded connections � shear performance Shear Valve provides peace of mind with gasket for easy and minimizes damage to your DEF and long-term sealing 4.0 Dispensing Equipment in the case • Coated body for of impact collision while preventing ` i DEF compatibility product loss. (3rd party lab • tested to meet Anchoring ISO 22241 brackets built compatibility Features & Benefits: into body with DEF) ♦ Utilizes DEF Industry Standard BSPP Connections for Easy and Long Term Sealing Ordering Specifications - 60V-DEF Shear Valve ♦ Machined Shear Groove for Reliable Model# Description Shear Performance 60V-DEF 60V DEF Shear Valve ♦ Versatile to other tread types 205900 1" Female NPT Adaptor with DEF compatible stainless 205899 1" Male BSPP Adaptor steel adaptors ♦ Anchoring Brackets Built into Body Adaptors Available For Installation Flexibility 1"female 1" male NPT BSPP co 0033inmo1" male 1 male t BSPP Model205900 BSPP Model205899 61nwn 58 9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 - Phone: (800)422-2525 4* Fax: (800) 421-3297 BELOW GROUND PRODUCTS www.opwgiobzil.com OPW 60VS Series Vapor Materials Line Shear Valves OPW 60 Series Vapor Line Shear Valves Body: Cast iron with black are installed on vapor return lines Duragard® E-Coating beneath dispensers at grade level to Discs: M -19 Viton° minimize hazards associated with collision or fire at the dispenser. If the dispenser is pulled over or dislodged 60VSPC-1001 i by collision,the top of the valve breaks free at the integral shear groove to minimize damage to the dispenser 1 piping. Poppeted models afford additional protection by preventing the release of vapors from the dispenser's internal piping and the vapor line to the tank.The base of the Vapor Line Features 215/16u 75mm Shear Valve is securely anchored to the concrete dispenser island through a ♦ 1-1/2" female connection to stabilizer bar system within the dispenser underground piping. sump or pan while the valve top is ♦ 1" female connection to dispenser piping. secured to the dispenser structure to ♦ Air-test port to enable vapor line testing 631/32 ensure proper shearing action. OPW without breaking pipe e connections. 177mm Vapor Line Shear Valves are designed ♦ Choice of top or side inlet connection. to meet the requirements of NFPA-30A Section 4-3.7. Poppeted models are UL ♦ Three-Point Boss Mount stabilizer bar and CARB-approved. lower mounting connection; U-Bolt upper mounting connection. Ordering Specifications Product# Connections Poppeted Containment Threads 60VS-1000 1"x 11/2" (3 x 4 cm)FNPT 60VSP-1001 1"x 11/2" (3 x 4 cm)FNPT 60VSPC-1001 1"x 11/2" (3 x 4 cm)FNPT 60V5 Instruction Sheet 60VSK-1002 Mounting Kit Includes:(2)Lockwashers,(2)Nuts,(3)Hex Screws,(3)Washers Order Number: H12291M Listings and Certifications UNISOURCEMFG- your - source supplier FireGuard The industry's most versatile flexible connector for above ground and underground Flexible Connectors systems Z Unisource Fireguard Flexible Connectors are the workhorse of the industry in aboveground,sump,and underground applications. W Unisource Fireguard is constructed using a super flexible corrugated stainless steel hose �`��,-'��� with stainless steel braid.Fireguard may be used in any tank connection application— aboveground,sump,or underground.Fireguard meets all industry specifications for aboveground and underground applications. Fireguard connectors are manufactured to exacting material and ASME - welding standards and have been rigorously tested for pressure rating, temperature, motions,and fire rating.Fireguard connectors are UL listed and meet or exceed the recommended UL and ULC pressure ratings.All assemblies y : , are 100%tested,helium leak tested. The stainless steel construction of the Fireguard connector is inherently corrosion s� resistant,resistant to aromatic vapor permeation,and offers a zero-permeation solution.The corrugated tube construction is rated for full vacuum service and complies with NFPA 30/30A codes.All connectors are shipped complete with installation instructions. Fireguard connectors are easy to handle and install due to a special"hydro- V forming"process that creates uniform wall thickness,enabling the finished - assemblies to be extremely flexible. The Fireguard assemblies are also designed to accept all approved secondary containment systems. Choose from a variety of end fittings,including rigid male NPT,female NPT,male swivel,Quick Fit,BSPP,and BSPT.Available in lengths up to 96 inches overall. MATERIALS: Hose&Braid-Series 300 stainless steel Ends-Plated carbon steel FIREGUARD SPECIFICATIONS UL ULC Hose I.D. Working Pressure Vacuum Rating Min.Bend Radius Std.Assembly Lengths (In) (PSIG) (Hg) (In) (In) 3/4 150 30 1-3/4 � ' 12,15,18,24,30 1 150 30 4 12,15,18,24,30 150 30 12,15,18,24,30 2 150 30 6 12,15,18,24,30 3 150 30 9 12.15,18,24,30 Note: Working Pressure changes to 50 PSIG when using integral hex swivel fittings. 8040 NE 33rd Drive 1 -800-234-2566 Portland,Or gon 97211 5/2009 VNISOURCE your - source supplier Standard Configurations ZHex Size"A" Corrugated S/S Interior Stainless Steel Braid Hex Size"B" Style MM Thread Size"A" Thread Size"B" Male x Male UiHex Size"A" Corrugated S/S Interior Stainless Steel Braid Hex Size"B" mi Style MF Thread Size"A" Thread Size"B" Male x Female Hex Size"A" Corrugated S/S Interior Stainless Steel Braid Hex Size"B" Style MMS Male x Male Thread Size"A" fl� Iffm -- 11 Thread Size"B" Swivel Hex Size"A" Corrugated S/S Interior Stainless Steel Braid Hex Size"B" V Style MSF Male Swivel x Thread Size"A" Thread Size"B" Female Fitting"A" Fitting"B" Working Hose Min.Bend Style Pressure Standard Lengths i I.D. Hex Size i Hex Size Radius(In) i i Thread Size (In) Thread Size (In) (PSIG) �3/4"x 14 1.06 3/4"x 14 t�_1.06 0 150 NIM 1 1"x 11-1/2 1.38 1"x 11-1/2 1.38 150 4 Male x Male 1-1/2 Z` I /2 11-1'x 11-1/2 1.94 1-1/2"x 11-1/2*1.94 0 150 12% 15", 18", 24"& 30„ - 2.38 I 2"x 11-1/2 1 2.38 150 6 3 3 x 8 4.00 3"x 8 06 4.00 150 MF 1 1-1/2■ 1-1/2"x 11-1/2 1.94 1 2"x 11-1/2 I 2.63 I 150 4-1/2� 12% 15", 18", 24"& 30" Male xFemale 1 2 1 2"x11 1/2 2.38 2"x11 1/2 _ 150 6 MMS1 1-1/2 1 2/x 1111/2/2 2 38 1 1/2"x 11 1/2 Sw. 1.94 50 4-1/2 12% 15", 18", 24"& 30" M x M Swivel I - 2"x 11-1/2 Sw. i 2.38 50 I MSF M Swivel x Female 12", 15", 18", 24"& 30" 1-1/2 � 1-1/2"x 11-1/2 Sw.� 1.94 � 2'x 11-1/2 � 2.63 � 50 � 4-1/2 2 2"x 11-1/2 Sw. 2.38 2"x 11-1/2 50 6 Custom designed connectors and special end fittings available,including female union,90°fittings,and male tees. 8040 NE 33rd Drive 1 -800-234-2566 Portland,Or gon 97211 5/2009 BRAVO Standard B1000 Series • PROBLEM SOLVED UDC SUMPS SIZES • 28" width at base I-low �401010ff— *See page 2 for dimension drawing and dimension chart MATERIAL • Fiberglass • Galvanized steel jil • Quality FRP material won't deform like polyethylene SPECIFICATIONS Product Shown B1380-S30 • Available for all common dispensers • 28" width offers more inside room for About the B1000 Series components The Bravo B1000 Series, one of the most cost- • 30-year corrosion warranty competitive UDCs on the market today, provides optimum flexibility for modern station designs with • Room for up to 10 conduits its efficient design and electrical offsets on both ends of the UDC. Constructed from fuel compatible • FRP splash lip and minimized steel work fiberglass resin with no gel coat requirement and provides corrosion advantage galvanized steel. • UL2447listed U Bravo Solution Center ® L Call or Text (323) 541-3851 LISTED orders@sbravo.com UL 2447 Page 1 of 2 Innovative Solutions for Secondary Containment DS-1.0108.20 www.sbravo.com1800.282.7286 BRAVO Standard 61000 Series • PROBLEM SOLVED Dimensions E Bracket and Kits for B1000 Series Stabilizer Bar and Bracket Assembly Encore/Helix Wide BK-1017 Boss-mount bracket for B1000&stabilizer bar for 17".Wide assembly with hardware. c Ovation/Ovation High Speed/Helix BK-1015 Boss-mount bracket for B1000&stabilizer Narrow/Pacific/Reliance/Select bar for 15".Wide assembly with hardware. A Atlas/Bennett 3000 BK1011 Boss-mount bracket for B1000&stabilizer B bar for 11".Wide assembly with hardware. B1000 Series Gilbarco Encore 300,500, 700 B1380-S30 38.5" 28" 29.5" 37.5" 17" Wayne Ovation (3+0) (3+1) up to 3 B1250-S30 37" 28" 29.5" 35" 14.75" inlets Wayne Ovation High-speed B1254-S30 37" 28" 29.5" 35" 14.75" Diesel/Ovation HLSeries Wayne Ovation High-speed B1257-S30 29" 28" 29.5" 27.5" 14.75" Diesel/Ovation HS Series * Wayne Helix Wide Frame B1256-S30 38.5" 28" 29.5" 37.5" 17" Wayne Helix Narrow Frame B1242-S30 29" 28" 29.5" 27.5" 14.75" Wayne Reliance Select B1210-S30 29" 28" 29.5" 27.5" 14.75" Bennett Pacific B1411-S30 37" 28" 29.5" 35" 14.75" Bennett 3000 Big Fueler * B1430-S30 19" 29.5" 29.5" 19" 11.5" Gasboy Atlas B1670-S30 19" 29.5" 29.5" 19" 11.5" * Electrical Offsets on one end o LISTED UL 2447 Page 2 of 2 Innovative Solutions for Secondary Containment DS-1.0108.20 www.sbravo.com1800.282.7286 00�) BRAVO Combination DEF + Fuel, B1000 Series PROBLEM SOLVED Sin lewall UDC FRP 11jr—UDC SUMPS D SIZES • 28" width at base F *See page 2 for dimension drawing and dimension chart r MATERIAL Fiberglass • Epoxy coated galvannealed steel • Quality FRP material won't deform like polyethylene A Product Shown B1385-S30 B SPECIFICATIONS • Models for all popular DEF About the B1000 Combo dispensers • Doublewall models are triennial Bravo's DEF combination UDC is offered in the B1000 testing exempt series. These UDC's not only provide containment for the hydraulic cabinet but have a separate compartment Gel coat and paint free for DEF containment. These UDC provide containment for the hydraulic cabinet and can be ordered with a divider to separate the compartment for heated DEF • Electrical offset frame eliminates the containment. Being compartmentalized isolates the need for conduit penetrations DEF containment heaters from the fuel side of the dispenser while still allowing leak detection. • Separate DEF containment chamber Manufactured from fuel compatible resin that doesn't require gel coat for corrosion resistance. Available in • 30-year corrosion warranty singlewall or doublewall VPH configurations that are AB2481 compliant and exempt from triennial testing • UL2447 when constantly monitored. U Bravo Solution Center ® D Call or Text (323) 541-3851 LISTED orders@sbravo.com UL 2447 Page 1 of 2 Innovative Solutions for Secondary Containment DS-1.0906.01 www.sbravo.com1800.282.7286 Combination DEF and Fuel, B1000 Singlewall / Doublewall UDC FRP BpAVO • PROBLEM SOLVED D i m e n s i o n s E B1000 IF Singlewall Part Number AL c Gilbarco Encore+ DEF B1000Series B1385-530 54" 28" 29.5" 37.5" 17" 4.25" 14.5" Wayne Ovation High-speed Warm B1254-S30 37" 28" 29.5" 35" 14.75" NA NA B Weather Diesel+ DEF/Ovation HW r T Series B1000Series ` Wayne Ovation High-speed Cold 81255-530 37" 28" 29.5" 35" 14.75" 10" 8" Weather Diesel+ DEF/Ovation HD Series B1000Series Gilbarco Encore+ DEF B7000 B7385-530 57.5" 24" 30" 35" 17.25" 4.25" 14.5" Wayne Cold Weather High Speed + B7255-530 41" 24" 30" 27" 14.75" 10" 8" DEF Ovation B7000 Doublewall Part Number Gilbarco Encore+ DEF B1000 B1385-D30 54" 28" 29.5" 37.5" 17" 4.25" 14.5" Wayne Ovation High-speed Warm B1254-D30 37" 28" 29.5" 35" 14.75" NA NA Weather Diesel+ DEF/Ovation HW Series B1000 Wayne Ovation High-speed Cold B1255-D30 37" 28" 29.5" 26" 14.75" 10" 8" Weather Diesel+ DEF/Ovation HD Series B1000 Bracket and Kits for VPH B1000 Stabilizer Bar, Bracket Assembly and Kit Encore/Helix Wide BK-1017 Boss-mount bracket and stabilizer bar assembly with hardware. Ovation/Advantage Narrow/Vista BK-1015 Boss-mount bracket and stabilizer bar assembly with hardware. High-speed/Helix 4000 Narrow/Reliance/Select Epoxy slurry to join Bravo base and EP-5.75 top for singlewall application, .75 gallon e LISTED UL 2447 Page 2 of 2 Innovative Solutions for Secondary Containment DS-1.0911.22 www.sbravo.com1800.282.7286 - R�ior CONTRACTORS, INC. Building Relationships TANK & PIPING HARDWARE O P W a=company OPW 61T Drop Tube The OPW 61T Drop Tube is installed in the fill riser pipe to an underground Stainless Steel storage tank. It is designed to transfer Construction product from the fill connection point E85 EVR Approved A (between the delivery drop elbow and ` ( tight-fill adaptor) to within 6" (or per 61T 61T-SS local requirements) of the bottom of the 94,q tank.This allows for submerged filling V/;r of the tank, resulting in a more efficient Features delivery flow rate while reducing the build-up of vapors or foam in the tank. ♦ .062" Thick Drop Tube Walls— ♦ Various Lengths and Diameters— deter denting and damage to the accommodate a variety of tank OPW 61TC Coaxial Fill tube upon installation or removal diameters and fill riser pipe sizes. Drop Tubes for long service life. The OPW 61 TC Coaxial Drop Tube Ordering Specifications Drop Tube is designed to replace an OPW 61T Product# Length Conventional Drop Tube when Stage I in. mm Ibs. kg ft. m Vapor Recovery is required and a vapor 61T-7268 4 102 6.18 2.80 12 3.66 recovery riser pipe is not available on 61T-7368 4 102 7.65 3.48 15 4.57 the tank or would require excavation 61T-7468 4 102 13 5.9 17 5.19 to the top of the tank.The 61 TC is Replacement gaskets for the 61 T-4 11 and the 61ries used in conjunction with OPW 633TC E85 EVR Approved: are available.O derOthe OPW Coaxial Vapor Recovery Adaptors to 61T-SS-0412 4 102 6.18 2.80 12 3.66 61TG(4000). return vapors to the tank truck through 61T-SS-0418 4 102 13 5.9 19 5.19 one riser pipe during a fuel delivery 61T DEF 0412* 4 102 6.18 2.8 12 3.66 to an underground storage tank.The upper section of the 61 TC is tapered to *For DEF Applications Only allow vapors to return to the tank truck Features through the interstitial space between riser pipe and outside wall of the ♦ .052" Thick Drop Tube Walls— ♦ Fully Welded Retaining Brackets— the tdrop he tube. Simultaneously, product deter denting and damage to the tube ensure a secure installation in the is delivered to the tank through the upon installation or removal for long riser pipe center of the 61TC. service life ♦ Three Centering Springs — ♦ Various Lengths and Diameters— enable even flow of vapors back accommodate a variety of tank to the tank truck OPW 61TCP Poppeted diameters and fill riser pipe sizes Coaxial Fill Drop Tubes 1 SC-21 00 Spill The OPW 61TCP Poppeted Coaxial Fill Ordering Specifications Container Drop Tube is similar to the 61TC, but is Diameter Length Weight 634TT spring-loaded.When used in conjunction Product# in. mm ft. m Ibs. kg 633TC,or with the OPW 633TCP,the 61TCP acts 61TC-7270 4 102 13 3.05 8.64 3.93 633TCP as a poppet to close off the vapor return side of the coaxial fill tube. 61Tc 727z 4 102 16 4.88 13.82 6.28 61TC,or s,- 61TCP 61TCP-3800 4 102 13 3.96 8.96 4.07 61 T Drop Tube Instruction Sheet Order Undergrou 4" Riser Pipe nd Number: 200652 Tank 61TCP-3800 Instruction Sheet Order Number: H12064M 120 9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 - Phone: (800)422-2525 4* Fax: (800) 421-3297 BELOW GROUND PRODUCTS www.opwgiobzil.com OPW 634 Series Materials Tight-Fill Top-Seal Caps Tight-Fill Top-Seal Caps are installed Cap & Links: Duratuff® on top-seal adaptors, when not in use, Pins: Stainless steel to prevent gasoline vapors from escaping Gasket: Nitrile and to prevent water, dust and debris Color: Grey from entering the tank. Look for this label for li;d��Vv authentic OPW EVR Approved products. ® EVR Approved for E85 Ordering Specifications Product# in. mm lbs. kg 7" 178mm 634TT-7085-EVR 4 102 1.01 .46 ° e o o e o 2-9/16" Replacement Parts ° 0 65mm Part# Description 634TT H15005M Nitrile Gasket NOTE:Effective height above adaptor:1-19/32" OPW 634TT The OPW 634TT is designed to mate Materials with 4" 633T, 633TE,61 SA, 633TC, and T; 633TCP Top-Seal Adaptors. Heavy duty Cap: Die cast zinc (powder I f r, 1 and corrosion resistant,the body is coated black) 1 made of Duratuff°to help eliminate rust Lever: Duratuff° and oxidation for a long, maintenance- \� Pins: Stainless steel \; free life.The toggle lever distributes , , 3 _ downward pressure to compress its Gasket: Nitrile >2266 bo,o**'°° Buna-N gasket evenly, ensuring a positive,water and vapor-tight seal. The 634TT can be locked with a Ordering Specifications 7" padlock or wire seal. Product# in. mm lbs. kg 178mm The OPW 633TE adaptor is similar to 634TT-4000 4 102 1.01 .46 the 633T, except it does not have o 0 internal wrenching lugs. 2 O O 65mm5mm 634TT OPW 634TT - Metal The 634TT-4000 is a metal top-seal cap with the same dimensions as the 634TT-7085. Listings and Look for this label for authentic OPW EVR U� Certifications ® Approved products. DPW 634TT&634LPC are EVR Approved for E85 BELOW GROUND PRODUCTS www.opwgiobzil.com OPW Tight-Fill Materials Side-Seal Adaptors OPW 61AS Side-Seal Adaptors thread Body: Bronze onto the fill pipe of underground Gasket: Nitrile storage tanks, and are designed to mate with side-seal delivery elbows. 61AS Ordering Specifications Replacement Parts Elbow Riser Size Part# Size Thread Part# in. mm Description in. mm in. mm lbs. kg H04145M 3 x 3 76 x 76 Gasket 61AS-2477 4 102 4 102 1.99 .90 H09039M 4 x 4 102 x 102 Gasket NOTE:Maximum height of adaptor is 2" (51 mm). OPW Tight-Fill Materials Side-Seal Caps Cap & Links: Duratuff® Tight-Fill Side-Seal Caps are installed on Pins: Stainless steel side-seal adaptors,when not in use,to Color: Black f prevent gasoline vapors from escaping and to prevent water, dust and debris from entering the tank. r' 62TT OPW 62TT The OPW 62TT Side-Seal Cap is designed to mate with the 61AS Side- 7" Seal Adaptor.The cap has a lever and 178mm gasoline-resistant Buna-N gasket to help assure a positive seal.The 62TT is constructed of Duratuff°, a high-impact ° o o ° 2-9/16" composite that helps eliminate rust 0 0 65mm and oxidation to assure a long, maintenance-free life. t Ordering Specifications Replacement Parts Product# in. mm lb. kg Part# Description 62TT-7085 4 102 1.15 .52 C03485M Gasket O P W-* a=company Materials OPW Stage I Vapor Recovery Adaptors and Caps Adaptor: Bronze Base: Bronze Stage I Vapor Recovery Adaptors are installed in spill containment manholes Retaining Ring: on the vapor recovery riser pipe from Conductive nylon an underground gasoline storage tank. Set Screws: U"E)Z-- They mate with the vapor recovery elbow Stainless steel on the delivery transport truck when Seals: Nitrite recovery of gasoline vapors is required. 61VSA-1020-EVR USA Patent No.5,664,951 OPW 61VSA Vapor Swivel Features Adaptor ♦ Dual Seals—ensure a vapor and ♦ Same Internal Dimension as The OPW 61VSA Vapor Swivel Adaptor liquid-tight seal Standard 633T Adaptors—to is a poppeted adaptor, designed to mate ♦ Conductive, Self-Lubricating minimize pressure drop and maximize with a vapor recovery elbow,featuring Retaining Rod —ensures flow rates for quick product delivery a top section that rotates with hose maintenance-free, reliable service life ♦ Self Guiding Poppet—for movement while the bottom section consistent tight seal remains securely sealed to the 4-inch tank riser. Ordering Specifications 120mm Base Adaptor Weight Product# Material Material lbs. k 5'/8" 61 VSA-1 020-EVR Bronze Bronze 10.5 4.8 149mm AL 61 SA-TOOL Wrench 11.0 5.0 H09039M Replacement Gasket 51/2"Across Lugs 139.7mm 61 SA-TOO L OPW 61VSA-MA Vapor Recovery Swivel Adaptor _ OPW 61SA-TOOL Adaptor: Nickel coated brass The 61 SA-TOOL is a wrench designed Base: Nickel coated brass to thread on the 61 SA Fill and 61VSA E85 EVR Approved Vapor Adaptors.The OPW 61 SA-TOOL Adaptor installation tool is required to insure proper installation of OPW Ordering Specifications Base Adaptor Weight rotatable swivel adaptors,thread-on 0= Product# EC/Qj�e Material Material lbs. kg spill containers,fill and vapor adaptors, V TC-400 torque cap for pipe nipples and Nickel Nickel 61VSA-MA Coated Coated 10.5 4.8 threaded riser adaptors as per EVR Brass Brass requirements.The 61 SA-TOOL includes H09039M Replacement Gasket provisions for the use of a torque wrench to facilitate accurate installation and testing. Listings and Look for this label for O /"M authentic OPW EVR UL Certifications ® Approved products. "rvv. OPW 61VSA Series Adaptors are EVR Approved for E85 104 9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 - Phone: (800)422-2525 4* Fax: (800) 421-3297 O P W-* a=company OPW 723V Pressure Materials Vacuum Vents Pressure Vacuum Vents are installed on Top/Body: Polypropylene ���� the top of vent pipes from underground Base:Anodized aluminum to !M W�. PRESSURE VACUUM VENT W C f� or above ground fuel storage tanks. Poppet:Anodized aluminum The vent cap and internal wire screen Screen: Stainless steel mesh 723V are designed to protect the tank vent Gasket: Cellular rubber Vent Must Be lines against intrusion and blockage Mounted Vertically from water, debris or insects.A normally closed poppet in the valve opens at Features a predetermined pressure or vacuum ♦ Preset and Tested Factory Settings ♦ Manifold Vent Pipes—vent pipes setting to allow the tank to vent. - 2.5" to 6" water column pressure may be manifolded to produce a single settings and -6" to -10" water column Pressure Vacuum Vent line.The 723V vacuum settings exceeds California's requirements of ♦ Cycle Tested For Reliability-tested a maximum vapor leak rate of 0.17 to the equivalent of 80 years of service SCFH at 2.00 inches H2O in the most severe environment ♦ Leak Rate—multiple pressure vacuum without leakage problems vents may be installed on a single site. ♦ Long Service Life—corrosion- The 723V exceeds California standards resistant Duratuff°composite with a leak rate of 0.05 SCFH or less construction at 2.00 inches H20 ♦ Easy Installation—the 723V ♦ Screened Tank Vent Lines—a 65 is available in 2" and 3" micron stainless steel screen helps threaded versions prevent debris and insects from entering the lines.An added screen ♦ Certifications—California Air Resources Board and Enhanced installed at the base prevents debris from intruding from the vent stack Conversion Table Vapor Recovery (CARB EVR) ♦ No Tools Required—A removable In In ♦ UL Approved t0 CARB CP-201 Measurement HzO Hg snap fit top allows for easy Units = Oz. PSI (WC) (Merc) Bar Requirements maintenance (recommended yearly) Bar x 236.0 14.5 401.4 29.53 ♦ Underwriters Laboratory 2583 Listed ♦ Removable Threaded Bushing— In.Hg ♦ designed or easy Complies with NFPA 30 Requirements desi d f Installation on (Mercury) x 7.843 0.49 13.6 0.034 g y for venting gasoline vapors upward NPT threaded risers.Allows easy In H2O(WQ x 0.578 0.04 0.074 0.002 ♦ High Maximum Flow Rate—6450 access to lower screen PSI x 16.00 27.68 2.04 0.069 SCFH at 2 psi (0.1 bar) pressure drop 723V Instruction Sheet Oz. x 0.063 1.73 0.128 0.004 Order Number: 211276 Listings and Certifications Ordering Specifications CARB Identification EVR O Product# Description lb. kg Label Color yew" 1 723V-2203 2"to 3"WC Pres.,8"WC Vac.Thread-On Yellow 1.55 .70 (Executive Order VR-102-P) 723V-3203 2"to 3"WC Pres.,8"WC Vac.Thread-On Yellow 2.20 1.00 UOPW 723V, 'S' -► L 623V&523V Replacement Parts Part Number Description C05086M Lower Screen 209817 Upper Screen [ ATEX Approved C05089 2"Threaded Base Adaptor CX Patent No.W02004/036096AZ C05122 3"Threaded Base Adaptor 122 9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 - Phone: (800)422-2525 4* Fax: (800) 421-3297 U Model 354 Updraft Vent SPECIFICATION SHEET Application Atmospheric updraft vents are installed on the top of storage tank vent pipes on underground and aboveground fuel storage tanks. Features and Details • Directs vapors outward and upward in accordance with NFPA 30 • Protects the vent line from debris and insects • Water-resistant rain cap sheds water away from the vent line • Slip-on design with set screws for easy installation • Internal drain channels water penetration out through weep hole 354(2") • 354T is compatible with DEF Materials of Construction 354 • Body and cap... aluminum die cast • Screen... 40 mesh stainless steel 354T • Body and cap... PTFE coated black aluminum • Screen... 40 mesh stainless steel 354T(2") • CARB 89-12 (11/2" and 2" 354 models) Venting Capacity(SCFH) Item Number Size(slip-on) Weight(lbs) (@ 2.5 PSI) 354---0100 AV 1'/z" 0.75 27,650 354---0200 AV 2" 0.75 27,650 354---0300 AV 3" 1.50 59,000 354---0400 AV 4" 2.25 116,900 354T--0200 AV j 2" j 0.75 j 27,650 354T--0300 AV 1 3" 1 1.50 1 59,000 NOTE Open vents will allow unrestricted evaporation of product. WARNING:DO NOT FILL OR UNLOAD FUEL FROM A STORAGE TANK UNLESS IT IS CERTAIN THAT THE TANK VENTS WILL OPERATE PROPERLY. Morrison tank vents are designed only for use on shop fabricated atmospheric tanks which have been built and tested in accordance with UL 142,NFPA 30& 30A,and API 650 and in accordance with all applicable local,state and federal laws.In normal operation,dust and debris can accumulate in vent openings and block air passages.Certain atmospheric conditions such as a sudden drop in temperature,below freezing temperatures,and freezing rain can cause moisture to enter the vent and freeze which can restrict internal movement of vent mechanisms and block air passages.All storage tank vent air passages must be completely free of restriction and all vent mechanisms must have free movement in order to insure proper operation.Any restriction of cause excessive pressure or vacuum to build up in the storage tank,which can result in structural damage to the tank,fuel spillage,property damage, injury,and death.Monthly inspection,and immediate inspection during freezing conditions,by someone familiar with the proper operation of storage tank vents,is required to insure venting devices are functioning properly before vents for aboveground storage tanks should be sized according to NFPA 30(2008)21.4.3 57o E.7th Street I Dubuque,IA 52001. t.563.583.5701 1 800.553.4840 1 f.563.583.5028 LA M O R R I S O N BROS. CO. www.morbros.com September 2022 U Model 244 Emergency Vents I io-inch SPECIFICATION SHEET Application UL Listed emergency vent (pressure relief only) used on aboveground storage tanks, as a code requirement, to help prevent the tank from becoming over-pressurized and possibly rupturing if "normal vent." Correct application of this vent requires proper vent - venting capacity. Code Compliance Fig. 2440F When properly sized for the tank, this vent will conform to the UL requirements of the International Fire Code; National Fire Code of C@US LISTED 2583 Canada; National Fire Protection Agency—NFPA 20, 30, 30A, 31, 37, 110; Petroleum Equipment Institute—PEI RP200, PEI RP800; Underwriters Laboratories Inc.—UL-142, UL-2085, UL-2244; Underwriters Laboratories of Canada—CAN/ULC S601, CAN/ULC S602, CAN/ULC S652 Approvals California Air Resource Board (CARB) Phase 1 Enhanced Vapor Recovery (EVR)AST EVP Underwriters Laboratories Inc. UL-2583 *10 inch 2.5oz vent is UL Listed, but NOT listed to UL 2583 WARNING: DO NOT FILL OR UNLOAD FUEL FROM A STORAGE TANK UNLESS IT IS CERTAIN THAT THE TANK VENTS WILL OPERATE PROPERLY.Morrison tank vents are designed only for use on shop fabricated atmospheric tanks which have been built and tested in accordance with UL 142, NFPA 30&30A,and API 650 and in accordance with all applicable local, state, and federal laws. In normal operation,dust and debris can accumulate in vent openings and block air passages. Certain atmospheric conditions such as a sudden drop in temperature,below freezing temperatures,and freezing rain can cause moisture to enter the vent and freeze which can restrict internal movement of vent mechanisms and block air passages.All storage tank vent air passages must be completely free of restriction and all vent mechanisms must have free movement in order to insure proper operation.Any restriction of excessive pressure or vacuum to build up in the storage tank,which can result in structural damage to the tank,fuel spillage, property damage, Item numbers on next page... U MORRISON BROS. CO. UModel 244 Emergency Vents I io-inch(continued) SPECIFICATION SHEET Item Number A B C D E F G Overall Diameter Height Weight 2440E-0300 AV 1 10" 881,670 F 2.5 1 A AL 16" 3.5" 25.0 2440E-0400 AV t 10" 890,275 F 8 1 A AL 16" 3.4" 57.0 E 2440E-0400AVEVR 10" 890,275 F 8 1 B AL 16" 3.4" 57.0 2440E-0500 AV t 10" 890,275 F 16 I A AL 16" 1 4.6" 103.0 E 2440E-0500AVEVR 10" 890,275 F 16 I B AL 16" 4.6" 103.0 SPECIFICATION OPTIONS: A—Size(inches) B—Venting capacity/SCFH at 2.5 P.S.I. C—Mounting connection:Female N.P.T.(BLANK);Male N.P.T.(M);Flanged(F); D—Pressure settings:8,16 oz/in2.Pressure required to open vent. E—Cover:Cast iron powder coated F—Seat material:O-Ring Viton A(A)or Viton B(B) G—Body material:Aluminum(AL) Diameter—Dimension across vent(inches) Height—Dimension from base to top when closed(inches) Weight—Shipping weight(Ibs) Bolt—Zinc plated steel t Indicates model is available in a kit. Size Item Number Flanged Kits Weight(Ibs) 2440E-10025 AK Includes 2440E-0300 A N/A 10" 2440E-10080 AK Includes 2440E-0400A N/A 2440E-10160 AK Includes 2440E-0500A N/A 57o E.7th Street,P.O.Box 238 Dubuque,IA 52004-0238 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 M0 R R I S 0 N BROS. CO. www.morbros.com August 2023 U Model 244 Emergency Vents 18-inch SPF,CIFICnTIOI\'SHFF.T Application UL Listed emergency vent (pressure relief only) used on aboveground �e6 storage tanks, as a code requirement, to help prevent the tank from becoming over-pressurized and possibly rupturing if ever exposed to application of this vent requires proper vent size and selection for the Code Compliance When properly sized for the tank, this vent will conform to the requirements Fig. z440M of the International Fire Code; National Fire Code of Canada; National Fire C(@ US LISTED UL2583 Protection Agency—NFPA 20, 30, 30A, 31, 37, 110; Petroleum Equipment Institute—PEI RP200, PEI RP800; Underwriters Laboratories Inc.—UL-142, UL-2085, UL-2244; Underwriters Laboratories of Canada—CAN/ULC S601, CAN/ULC S602, CAN/ULC S652 Approvals California Air Resource Board (CARB) Phase 1 Enhanced Vapor Recovery (EVR)AST E\/P Underwriters Laboratories Inc. UL-2583 WARNING: DO NOT FILL OR UNLOAD FUEL FROM A STORAGE TANK UNLESS IT IS CERTAIN THAT THE TANK VENTS WILL OPERATE PROPERLY.Morrison tank vents are designed only for use on shop fabricated atmospheric tanks which have been built and tested in accordance with UL 142, NFPA 30&30A,and API 650 and in accordance with all applicable local, state, and federal laws. In normal operation,dust and debris can accumulate in vent openings and block air passages. Certain atmospheric conditions such as a sudden drop in temperature,below freezing temperatures,and freezing rain can cause moisture to enter the vent and freeze which can restrict internal movement of vent mechanisms and block air passages.All storage tank vent air passages must be completely free of restriction and all vent mechanisms must have free movement in order to insure proper operation.Any restriction of excessive pressure or vacuum to build up in the storage tank,which can result in structural damage to the tank,fuel spillage, property damage, Item numbers on next page... U MORRISON BROS. CO. UModel 244 Emergency Vents 8-inch(continued) SPECIFICATION SHEET Diameter 2440--0600AV 8" 503,517 8 1 A AL 11" 4.6" 43.0 EVR 2440--0600 AVEVR 8" 503,517 8 1 B AL 11" 4.6" 43.0 2440--0700AV 8" 503,517 16 1 A AL 11" 5.8" 62.0 SPECIFICATION OPTIONS: Elm 2440--0700AVEVR 8" 503,517 16 1 B AL 11" 5.8" 62.0 A-Size(inches) B-Venting capacity/SCFH at 2.5 P.S.I. 2440E-0100 AV t 8" 503,517 F 1 8 I 1 A I AL 1 13.5" 3.3" 43.0 1 C-Mounting connection:Female N.P.T.(BLANK);Male 2440E-0100AVEVR 8" 503,517 F 8 1 B rL31 3.3" 43.0 N.P.T.(M);Flanged(F) EVR D-Pressure settings:8,16 oz/in2.Pressure required to 2440E-0200 AV t 8" 503,517 F 16 1 A 4.5" 67.0 open vent. E 2440E-0200AVEVR 8" 503,517 F 16 1 B 4.5" 67.0 E-Cover:Cast iron powder coated(I) EVR F-Seat material: O-Ring Viton A(A)or Viton B(B) 2440M-0600 AV 8" 503,517 M 8 1 A 5.8" 44.0 G-Body material:Aluminum(AL) Diameter-Dimension across vent(inches) W 2440M-0600AVEVR 8" 503,517 M 8 I B AL 11" 5.8" 44.0 Height-Dimension from base to top when closed(inches) EVR2440M-0700 AV 8" 503,517 M 16 1 A AL 11" 6.9" 63.0 Weight-Shipping weight(Ibs) Bolt-Zinc plated steel EVR 2440M-0700AVEVR 8" 503,517 M 16 1 B AL 11" 6.9" 63.0 2440MB0700AV 8" 503,517 M 16 1 A AL 11" 6.9" 63.0 2440MBSP0600 AV 8" 503,517 M 8 1 B AL 11" 5.8" 44.0 Flange=13.5"OD;eight(8).88"Diameter holes on 11.75"diameter B.C. t Indicates model is available in a kit. Size Item Number Flanged Kits Weight(Ibs) 2440E-08080 AK Includes 2440E-0100 A N/A 8" 2440E-08160 AK Includes 2440E-0200 A N/A 57o E.7th Street I Dubuque,IA 52001 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 MO R R I S O N BROS. CO. www.morbros.com January 2024 U Model 244 Emergency Vents 16-inch SPECIFICATION SHEET Application UL Listed emergency vent (pressure relief only) used on aboveground storage tanks, as a code requirement, to help prevent the tank from becoming over-pressurized and possibly rupturing if ever exposed to application of this vent requires proper vent size and selection for the ' Code Compliance When properly sized for the tank, this vent will conform to the Fig. 2440M requirements of the International Fire Code; National Fire Code of UL Canada; National Fire Protection Agency—NFPA 20, 30, 30A, 31, l c&1 LISTED 2583 37, 110; Petroleum Equipment Institute—PEI RP200, PEI RP800; Underwriters Laboratories Inc.—UL-142, UL-2085, UL-2244; Underwriters Laboratories of Canada—CAN/ULC S601, CAN/ULC S602, CAN/ULC S652 Approvals California Air Resource Board (CARB) Phase 1 Enhanced Vapor Recovery (EVR)AST E\/R UL-2583 WARNING: DO NOT FILL OR UNLOAD FUEL FROM A STORAGE TANK UNLESS IT IS CERTAIN THAT THE TANK VENTS WILL OPERATE PROPERLY.Morrison tank vents are designed only for use on shop fabricated atmospheric tanks which have been built and tested in accordance with UL 142, NFPA 30&30A,and API 650 and in accordance with all applicable local, state, and federal laws. In normal operation,dust and debris can accumulate in vent openings and block air passages. Certain atmospheric conditions such as a sudden drop in temperature,below freezing temperatures,and freezing rain can cause moisture to enter the vent and freeze which can restrict internal movement of vent mechanisms and block air passages.All storage tank vent air passages must be completely free of restriction and all vent mechanisms must have free movement in order to insure proper operation.Any restriction of excessive pressure or vacuum to build up in the storage tank,which can result in structural damage to the tank,fuel spillage, property damage, Item numbers on next page... U MORRISON BROS. CO. Model 244 Emergency Vents 6-inch(continued) SPECIFICATION SHEET DiameterOverall 2440--0200AV 6" 299,684 8 1 A AL 11" 3.9" 20.0 E/R 2440--0200AVEVR 6" 299,684 8 1 B AL 11" 3.9" 20.0 2440--0400 AV 6" 299,684 16 1 A AL 11" 4.9" 36.0 VR EVFZ 2440--0400AVEVR 6" 299,684 16 1 B AL 11" 4.9" 36.0 2440E-0200 AV 6" 299,684 B 8 1 A AL 11" 1 3.9" 20.0 2440S-0200 AV 6" 250,236 8 1 A AL 11" 3.9" 19.0 S EMS 2440S-0200AVEVR 6" 250,236 8 1 B AL 11" 3.9" 20.0 S 2440S-0400 AV 6" 250,236 16 1 A AL 11" 4.9" 36.0 S Eft 2440S-0400AVEVR 6" 250,236 16 1 B AL 11" 4.9" 36.0 S 2440SBSP0200AV 6" 250,236 B 8 1 A AL 11" 3.9" 20.0 S SPECIFICATION OPTIONS: A-Size:(inches) 2440E-0050 AV t 6" 299,684 F 8 1 A AL 11" 3.2" 22.0 B-Venting capacity/SCFH at 2.5 P.S.I. E 2440E-0050AVEVR 6" 299,684 F 8 I A AL 11" 3.2" 22.0 C-Mounting connection:Female N.P.T.(BLANK); Male N.P.T(M);Flanged(F);BSP(B) 2440E-0075 AV t 6" 299,684 F 16 1 A AL 11" 4.2" 38.0 D-Pressure settings:8 or 16 oz/in2.Pressure required to open vent E� 2440E-0075AVEVR 6" 299,684 F 16 1 B AL 11" 4.2" 38.0 E-Cover:cast iron powder coated(1) 2440FS0050 AV 6" 250,236 F 8 1 A AL 11" 3.2" 22.0 S F-Seat material:O-ring Viton A(A)or Viton B(B) G-Body material:Aluminum(AL) 2440FS0075AV 6" 250,236 F 16 1 A AL 11" 4.2" 38.0 S Diameter-Dimension across vent(inches) Height-Dimension from base to top when closed(inches) 2440M-0200 AV 6" 299,684 M 8 1 A AL 11" 5.9" 21.0 Weight-Shipping weight(Ibs) E 2440M-0200AVEVR 6" 299,684 M 8 1 B AL 11" 5.9" 21.0 Screen(3 mesh stainless steel)-Yes(S),No(blank) 2440M-0400 AV 6" 299,684 M 16 1 A AL 11" 6.9" 37.0 Bolt-Zinc plated steel f�EVfZ 2440M-0400AVEVR 6" 299,684 M 16 1 B AL 11" 6.9" 37.0 2440MBSO400 AV 6" 250,236 M 16 1 A AL 11" 6.9" 37.0 S 2440MBSP0200AV 6' 299,684 MB 8 1 A AL 11" 5.9" 21.0 2440MBSP0400 AV 6" 299,684 MB 16 1 A AL 11" 6.9" 37.0 2440MS0200 AV 6" 250,236 M 8 1 A AL 11" 5.9" 21.0 S ~ 2440MS0200AVEVR 6" 250,236 M 8 1 B AL 11" 5.9" 21.0 S EAR 2440MSO400 AV 6" 250,236 M 16 1 A AL 11" 6.9" 37.0 S � 2440MSO400AVEVR 6" 250,236 M 16 1 B AL 11" 6.9" 37.0 S 2440MSBO200 AV 6" 250,236 MB 8 1 A AL 11" 5.9" 21.0 S Flange=11"OD;eight(8).88"Diameter holes on 9.5"diameter B.C. t Indicates model is available in a kit. Size Item Number Flanged Kits Weight(Ibs) 6" 2440E-06080 AK Includes 2440E-0050A N/A 2440E-06160 AK Includes 2440E-0075A N/A 57o E.7th Street,P.O.Box 238 Dubuque,IA 52004-0238 t.563.583.5701 1 800.553.4840 1 f.563.583.5028 M0 R R I S 0 N BROS. CO. www.morbros.com August 2023 - H�ior CONTRACTORS, INC. Building Relationships DEF TANK S °E/� /ND US TR/ES INDUSTRIAL TANKS 16- _-_ice _ •�. wail OVER 60 YEARS OF MANUFACTURING M } EXPERIENCE WITH 8 NATIONAL ` low dk MANUFACTURING LOCATIONS. IMF�• ■ www.snydernet.com TIC ENGINEERED DIFFERENCE IN TANKS rN i I 4" RIM sii SiI When you weigh it all, Snyder has the most advantages in bulk Proven tank design and engineering expertise storage,processing and transportation tanks: Snyder's large engineering staff is responsible for a multitude of polyethylene tank processes and design patents. Widest selection of sizes up to 20,000 gallons Customized consulting services are available to ensure the Snyder offers a full range ofproduct designs,including closed or right tank design and accessories. Resins are matched with open-top vertical tanks in flat or cone-bottom styles, horizontal, a specific customer's application. containment and a complete line of UN/DOT-approved intermediate bulk containers (IBCs). TABLE OF CONTENTS 55 years of manufacturing experience Chemical Resistance 3 Snyder's six major manufacturing locations, including the wnrld's Vertical Tanks 4-6 largest rotational molding facility, mold a variety of polyethylene Used Oil Collection Tanks 7 materials including FDA and NSF 61 listed linear high-density Double Wall Tanks 8-9 (HDLPE)and cross-linked high-density(XLPE) resins. Chemical Feed Stations/Chemical Injection 10-11 Open Top&Containment Tanks 12 Superior quality systems ensure safety Horizontal Tanks 13 Snyder's commitment to quality starts with an uncompromising Open Top Tank Systems 14-15 analysis of incoming raw materials. It continues throughout the Cone-Bottom Tanks 16 completion of finished product assembly with the application of Tank Fittings&Accessories 17 FlexmStatistical Process Control (SPC). Moreover, Snyder executes SUMO Mter 18 SUMO 19 a final quality check with its industry-leading inspection program on products before shipment. 2 ALL DIMENSIONS AND CAPACITIES ARE NOMINAL AND SUBJECT TO CHANGE. FOR DRAWINGS & ADDITIONAL INFORMATION VISIT WWW. SNYDERNET. COM CHEMICAL CHART February 2024 CHEM[CAL RESISTANCE RECONWV DATIONS Design Fitting Gasket Bolt Chemical Concentration Resin Info Xbterial Material Mhterial Acetic Acid 60 HDLPE&XCPE 1.5/ASTM PP/Pw EPDM 316SS41astello tfitan. Acetic Acid 80 HDLPE 1.9/ASTM PP EPDM 316SS/1-lastello/itan. Acrylic Emulsions 50 XCPE 1.9/ASTM PVC EPDM 316SS Ahu humSut&te 50 HDLPE&XLPE 1.5/ASTM Pw EPDM 316SS*ghstello /Titan. Ammonium Sulfate 40 HDLPE&MPE 1.5/ASTM Pw EPDM 316SS*14]asteRoy/Titan. Calcium Carbonate Saturated HDLPE&MPE 1.9/ASTM Pw EPDM 316SS Calcium Chloride 40 HDLPE&XCPE 1.5/ASTM Pw EPDM 316SS*glastello /Titan. Citric Acid Saturated HDLPE 1.9/ASTM PVC/PP EPDM 316SS EEF(Diesel Exhaust Fluid 32.5 HDLPE&XLPE 1.35/ASTM 316SS EPDM 316SS Deionized Water Lip to 18.3 M.0 HDLPE&XCPE 1.5/ASTM Pw EPDM 316SS Ethylene Giveol 100 HDLPE&XCPE 1.9/ASTM PVC EPDM 316SS Ferric Chloride 50 HDLPE&XCPE 1.9/ASTM Pw EPDM Hastello /Titan. Ferric Sulfate 60 HDLPE&XCPE 1.9/ASTM Pw EPDM 316SS'*i'IlasteRoy/Titan. Ferrous Chloride Saturated HDLPE&XLPE 1.9/ASTM Pw EPDM Hastello /Titan. Ferrous Sulfate 20 HDLPE&XCPE 1.5/ASTM Pw EPDM Hastello Hydrochloric Acid 37 HDLPE 1.9/ASTM Pw Vton Hastello drofluoric Acid 48 HDLPE 1.9/ASTM PP/Pw Vton Hastello drofluosilicic Acid 26 HDLPE/X[PE* 1.9/ASTM PP/Pw Vton Hastello dro en Peroxide 50 HDLPE 1.9/ASTM Pw Vrton 316SS/Hastello/I'tan. MigriesiurnChloride 30 HDLPE&XCPE 1.5/ASTM Pw EPDM 316SS"*/Hastello /Titan. Mbtor Oil 100 HDLPE&XCPE 1.9/ASTM 316SS Vton 316SS Peracetic Acid 30 HDLPE 1.9/ASTM 316SS Aflas 316SS Phosphoric Acid 85 HDLPE 1.9/ASTM PVC Vton 316SS Polyalurninurn Chloride HDLPE&XLPE 1.9/ASTM Pw EPDM Hastello Po rs*k* HDLPE or XLPE 1.5/ASTM PW or 316SS EPI)Mor Vton*"* 316SS Potable Water HDLPE 1.5/ASTM PVC EPDM 316SS Potassium Carbonate 50 HDLPE&XCPE 1.9/ASTM Pw EPDM 316SS Potassium dromde Saturated HDLPE&WE 1.9/ASTM PVC EPDM 316SS Propylene Glycol HDLPE&XCPE 1.9/ASTM PP/316SS EPDM 316SS Sodium Bisulfate HDLPE 1.9/ASTM PVC/PP EPDM 316SS SodiumBisulflte HDLPE 1.9/ASTM PNURP EPDM 316SS Sodium Carbonate 30 HDLPE&XCPE 1.5/ASTM PVC EPDM 316SS*gbstello /Titan. Sodium Carbonate Saturated HDLPE&XLPE 1.9/ASTM Pw EPDM 316SS*"/Hastello /Titan. Sodium droxide 50 HDLPE&XCPE 1.9/ASTM PVC EPDM 316SS Sodium Hypochlorite-in n- <16.5 HDLPE 1.9/ASTM Pw Vton Titanium Sodium ochlorite-out <16.5 HDLPE#880059 1.9/ASTM Pw Vton Titanium Sodium ochlonte-out <16.5 HDLPE Insulated 1.9/ASTM PVC Vton Titanium Sodium Thiosulfate 40 FME&XCPE 1.9/ASTM Pw EPDM 316SS Sulfuuic Acid 98 HDLPE#880046* 1.9/ASTM CPW Viton Hastello Sulfuric Acid 93 HDLPE#880046* 1.9/ASTM CPVC Vrton Hastello Surfactants XCPE 1.5/ASTM Pw EPDM 316SS Urea Solution 50 HDLPE&MPE 1.35/ASTM PP/PW EPDM 316SS Water w/Ozone up to 10 PPM HDLPE&XCPE 1.5/ASTM PVC EPDM 316SS Zinc Orthophosphate HDLPE 1.9/ASTM PP/316SS EPDM 316SS Note:Ambient Temperature. Chart applies to Industrial ASTMdesigned tanks. "Chemical may cause tank material to discolor. "*316SS may pit upon drying. Not recommended for SUM Ds. ***There area wide variety ofpolymer chemical compositions.To confirm compatibility,secure an SDS and have it reviewed by Snyder and/or your chemical supplier. High purity chemical applications are]united to natural tank color or special hot compounded resins. For chemicals or chemical blends not listed on the above chart,please contact Snyder Industries. ALL DIMENSIONS AND CAPACITIES ARE NOMINAL AND SUBJECT TO CHANGE. FOR DRAWINGS & ADDITIONAL INFORMATION VISIT WWW. SNYDERNET. COM 0 k VERTICAL TANKS Part No. Gallons Brimful Diameter I Height I Mmway 1530000N-- 22 22 18" 1 23" 2" 1541000N-- 30 30 23" 2T 10" 1 - 1000110N-- 35 35 2Z 3F 6" �- 1540700N-- 50 56 23' 38" 101, 5680000N-- 60 60 26° 40" 14" 1550000N-- 65 70 2Y 46" 6" 1007200N-- 70 70 23" 42" 8" 1009000N-- 70 70 2Y 41' 8" 5690100N-- 90 94 34" 41" 1012700N-- 100 100 30" 41" 8" 8010000N-- 110 115 33" 41" 10" 5700100N-- 120 I 125 I 34" 51" 14" 1540200N-- 120 120 32" 39" 10" •Industrial(ASTMD1998-15)and Commercial design standards 1007300N-- 130 I 130 I 29" 51° 8" available. 1009500N-- 130 130 29" 49 8" 1012800N-- 150 150 30" 59" 18" •Material options for a diverse range of application requirements: 5710100N-- 150 155 34" 61" 14" -High-density linear polyethylene(HDLPE)-black and natural 1008400N-- 175 I 175 I 29" 66" 8" white color-Complies with FDA Regulation 177.1520 and NSF 1540400N-- 190 205 42" 47" 10" standard 61. 1012900N-- 210 I 210 I 36" 55" 18" -Cross-linked, high-density polyethylene(XLPE)-black and natural 1008000N-- 200 200 36" 53" 1T white color. 5720100N-- 200 213 40" 57" 14" -Opaque white UV block out resin#880059 up to 1540000N-- 200 235 40" 48" 6" 12,500 gallons or 1"insulation/mastic coating up to 18,800 gallons 1540300N-- 200 I 200 36" 59" 101, for outdoor sodium hypochlorite application. 8020000N-- 200 215 33" 69" 10" -Sulfuric acid HDLPE resin#880046 up to 18,800 gallons. 1008100N-- 250 250 36" 64" 18" 5990500N-- 250 260 34" 83" 14" -Available with cable restraint systems that meet 150 mph wind 5730100N-- 250 260 40" 697' 18" load and IBC seismic requirements. 5740100N-- 275 285 I 47" 59" 18" .Specific gravity ratings are based on the industry's most severe 1013000N-- 290 290 36" 72" 18" calculation. 1630000N-- 300 300 35" 80" 18" •Standard specific gravity choices are 1.5 and 1.9,other ratings 1630200N-- 290 I 310 I 42" 59° 10" are available upon request. 1630100N-- 300 300 36" 82" 10" 8030000N-- 300 315 33" 94" 10" •All materials are UVstabilized for long-term outdoor service. 1011200N-- 300 300 35" 85" 8" 8040000N-- 300 318 Z 5r 10" 4 ALL DIMENSIONS AND CAPACITIES ARE NOMINAL AND SUBJECT TO CHANGE. FOR DRAWINGS & ADDITIONAL INFORMATION VISIT WWW. SNYDERNET. COM VERTICAL TANKS Part No. Gallons Brimful Diameter Height Mbnway 5750100N- 330 342 47" 68" 18" 1630300N-- 330 360 48" 55" 10" 1008200N-- 330 330 47" 50" 18" Se 1011600N-- 330 330 44" 58" 18" i 5760100N-- 360 373 53" 59" 18" 1740000N-- 400 400 I 45" 62" 18" y y 5770100N 440 456 53" 69" 18" 5780100N-- 500 518 53" 77" 18" 1800000N 550 550 48" 75" 18" 1820000N 550 580 64" 47" 18" 8060000N-- 550 580 64" 46" 18" 1700200N-- 710 710 60" 68" 18" 5990900N-- 750 760 68" 66" 181, •Industrial(ASTMD1998-15)and Commercial design standards 181 MOON— 850 850 48" 117" 18" available. 1831000N-- 1000 1100 60" 89" 18" •Nhterial options for a diverse range of application requirements: 1830600N-- 1000 1040 64" 81" 181, 830000N 1100 64" 901, 18" High-density linear polyethylene(HDLPE)-black and natural white color-Complies with FDA Regulation 177.1520 and NSF 1710000N-- 1100 1150 86" 55" 18" standard 61. 120000N-- 1100 1150 86" 55" 181, 1830200N-- 1200 1240 60" 1091, 18" Cross-linked, high-density polyethylene(XLPE)-black and natural white color. 830400N-- 1300 140 87" 18" 1840400N-- 1500 1500 60" 137" 181, Opaque white UV block out resin#880059 up to 770000N-- 1500 1550 18" 12,500 gallons or 1"insulation/mastic coating up to 18,800 gallons 8120100N- 1500 1550 86" 72" 18" for outdoor sodium hypochlorite application. 840000N-- 1550 1600 64" 124" 18" Sulfuric acid HDLPE resin#880046 up to 18,800 gallons. 1780200N-- 1900 1930 72" 1191, 18" 8300000N-- 1900 1950 64" 147" 18" -Available with cable restraint systems that meet 150 mph wind 5050300N-- 2000 2000 96" 84" 18" load and IBC seismic requirements. 5050000N-- 2000 2300 901, 88" 18" •Specific gravity ratings are based on the industry's most severe 8130000N-- 2000 2100 901, 881, 18" calculation. 5090000N-- 2500 2600 90" 107" 18" •Standard specific gravity choices are 1.5 and 1.9,other ratings 8140000N-- 2500 2600 901, 107" 18" are available upon request. 5090300N-- 2500 260 96" 98" 18" 8390000N-- 2650 3000 102" 97" 18" •All materials are UVstabihzed for long-term outdoor service. ALL DIMENSIONS AND CAPACITIES ARE NOMINAL AND SUBJECT TO CHANGE. FOR DRAWINGS & ADDITIONAL INFORMATION VISIT WWW. SNYDERNET. COM 5 0 1 S UMO TM on Snyder Industries'unique molded drain fitting, the SUMOTM, has been developed from knowledge accumulated from over 50 years of rotationally molding polyethylene tanks. The SUMOTM was designed to help ensure maximum liquid drainage from vertical bulk storage tanks. Snyder is able to encapsulate either a stain- The Sumo'sTm encapsulated ring less steel, hastelloy,or titanium insert into the allows for modification free attachment wall of the tank. This encapsulated ring is to two,three,four,and six inch ANSI then sealed off from the liquid contents of the pipe sizes,and can be located at 90 tank by the two 0-rings that are installed on a degree locations around the base of specially machined male adapter. most of our tanks. The SUMOTM provides a metal reinforcement completely isolated from any chemical attack. tili Maximum tank drainage results from the SUMON being molded at the knuckle radius of the tank. Maximum Drainage: Using standard bulkhead fittings as outlets for vertical storage tanks can leave as much as 9"of liquid in the bottom of the tank. This means the tank is keeping your product, and your money. The SUMOTM provides maximum drainage so the product gets to your customer. It also helps reduce unscheduled maintenance downtime due to build up of sediment. Ease of Installation: Because SUMOTM is molded into the tank, pipe and fitting assembly is also easier with no secondary siphon tube assembly required. Longer Tank Life: With other polyethylene tank"full drainage"outlets, additional flange connections are required. With the SUMOTM you eliminate this cost by piping directly into it. A molded-in outlet also reduces the stress on the tank caused by cutting and bolting. This means you'll save even more money since your tank will last longer. More importantly,you avoid having resin that is not fully cured in the area of the tank that is most stressed. And, if the SUMOTm adaptor is damaged for any reason, it can be replaced. This further extends your tank life. — ❑—RING #1 D—RING #2 MDLDED—IN INSERT - 1 SUMO ADAPTEP ALL DIMENSIONS AND CAPACITIES ARE NOMINAL AND SUBJECT TO CHANGE. FOR DRAWINGS & ADDITIONAL INFORMATION VISIT WWW. SNYDERNET. COM 19 SNYDER TANK SYSTEMS Flange adapters. Threaded lifting lugs. bulkhead fittings. 18"to 24"vented and `Internal or external sealed manways. downpipe assemblies. Integrally molded-in tie- own lugs plus cable State-of-the-art, \ restraint systems that meet low-wattage heat ,,. 150 mph wind load and IBC maintenance Seismic requirements. system. ,> w w ` OSHA approved FRP or 1 SUIVDTMoutlet galvanized steel ladder is a maximum and cage assembly. drainage fitting. Urethane foam Flex couplings. III IIIIII I insulation with mastic u II III��NII><i coating. Tank Saver Platform I System.Available on U Sight gauges, 102"diameter tanks. Jr] reverse level and I) ultrasonic level Flanged fittings with indicator assemblies. encapsulated bolts. Designs based upon application, chemical concentration and temperature. oOKI IN76RNIV7/ONAL Certified to NSF/ANSI 61 0 4� fl 6940"0"Street, Suite 100 Lincoln, Nebraska 68510 • 402-467-5221 FAX:402-465-1220 www.snydernet.com• sales@snydernet.com Other manufacturing locations: Marked Tree,Arkansas • Chowchilla, California • Philippi,West Virginia • Mancelona, MI Revised 2/2024 - H�ior CONTRACTORS, INC. Building Relationships ABOVE GROUND PIPING MEGAPRESSR G GAS FITTINGS SAFE, CONSISTENT CONNECTIONS WITH VIEGAD PRESS TECHNOLOGY Ir riN r • viega M EGAP R ESS° G CARBON STEEL PRESS FITTINGS SEALING ELEMENTS: HNBR J OPERATING TEMPERATURE: -40°F TO 180°F PRESSURE: 125PSI SCH: 10-40 SIZE: 1/2" —4" Viega MegaPressG fittings are a safe and fast way to connect gas pipe. MegaPressG press fittings and valves are easy to install, saving you time and labor, and are compatible with a wide range of approved applications, including natural gas, propane, and fuel oil applications.Viega MegaPressG fittings are the first and only press fitting approved to UL 180 performance standards for the supply of PRODUCT APPROVALS combustible liquid fuel systems. G(@ us LISTED C@ us U PCC1 • ICC-ES PMGO ASME B31 UL180 t NOW APPROVED FOR FUEL OIL FILL&VENT PIPING(NFPA 31/UL180) PRODUCT FEATURES ■Carbon steel alloy with corrosion-resistant zinc nickel coating ■Sizes and configurations from 1/2"to 4" ■Can reduce installation time by as much as 60-90%' ■HNBR sealing element for fuels and gases ■Approved for 200 PSI maximum pressure and-40°F to 180°F operating temperatures. r ■More application approvals than any other carbon steel press fitting system • I ■For use with ASTM Schedule 5 to Schedule 40 carbon steel pipe ■Configurations include elbows,couplings, no-stop couplings, reducers, tees,reducing tees,adapters, reducing adapters, unions,caps and flanges ■Connections in 16 seconds or less ■Smart Connect"technology helps identify unpressed connections ■Approved for underground use according to local code `When compared to traditional installation methods "It was the perfect scenario for this project. No hot work,and we saved all that weld time... being able to press a joint and move on is a big difference. It made a really nice and clean job." -Phil Dipaola,Project Manager,Limbach Inc. PROJECT "The time it takes with Viega, 1 can basically do it twice as fast as compared to threading. There are no leaks if you put it in properly,so it's a great product. Way better than anything else." TESTIMONIALS -Jim McCarthy, Foreman,New England Plumbing "The first new barn we built has been in operation for about eight months. You can see the gas pipe rusting some-but the MegaPress fittings look brand new!" -Barry Barnes,Superintendent, Rollins Construction t I I If' I} ,► r r, t If we 'd had to thread this, it would have made things 10 times more difficult, so we would have had to change the installation, plus it would have tripled or quadrupled the labor intensity. -Steve Schreiner,Owner,Schreiner Mechanical Inc. how • • you makeguys A lives easier, get the right equipment. And if we can O •O •1 that by • Viega we're all about that. `- WITH PHONE �T� Mike Caruso, A.C. Plumbing NATURAL GAS LIOUID LUBRICANTS TO LISTEN PROPANJEJ1 MEGAPRESS G COMPRESSED AIR GASSES DIESEL FUEL VACUUM HUNDREDS OF MEGAPRESS° G o 0 APPROVED APPLICATIONS o CHARTVISIT VIEGA.US TO SEE A COMPLETE APPLICATIONS VIEGAO PRESS TECHNOLOGY o other manufacturer can offer the same press technology . . piping This document is subject to updates.For the most current Viega literature please visit www.viega.us The term Viega does not apply to a specific company within the various separate and distinct companies comprising the Viega group of companies.The term Viega as used in this publication refers to the Viega brand itself or generally to the Viega group of companies.References to activities in North America specifically refer to activities of Viega LLC.Viega products are designed to be installed by licensed and trained plumbing and mechanical professionals who are familiar with Viega products and their installation.Installation by non-professionals may void Viega LLC's warranty.©2023,Viega®,MegaPress®,ProPress@,Smart ConnectN,XL®,and Viega:Connected in quality@ are trademarks of Viega Holding GmbH&Co.KG. N Viega LLC %. . 585 Interlocken Blvd. o Broomfield,CO 80021z USA cc SCAN bPhone (800)976-9819 WITH PHONE viega.us TO LEARN MORE MegaPressG I viega.us https://www.viega.us/en/products/MegaPressG.html#accordion-7d33ca2aa9-item-42fcfO9df5 (/en/homepage.html) Downloads Viega MegaPressG For use with Schedule 5 to Schedule 40 carbon steel pipe Benefits • HNBR sealing element approved for use in gas and fuel oil applications • First fitting approved for connecting gas pipe up to 4" • Nearly 150 configurations from '/2" to 4" • Approved for underground applications in accordance with code and local AHJ Approved Applications Fuels/Oils/Lubricants Mineral Oil Lube Oil Petroleum based Propane Butane Natural Gas Primarily methane Heating Fuel Oil Diesel Fuel Gear Oil Lubricant Automatic Transmission Fluid Hydraulic Oil Engine Oil Waste Oil Close 1 of 5 5/21/2024,4:25 PM MegaPressG I viega.us https://www.viega.us/en/products/MegaPressG.html#accordion-7d33ca2aa9-item-42fcf09df5 Gases Compressed Air Oil Concentration <25 mg/m Compressed Air Oil Concentration >25 mg/m Nitrogen - N2 Carbon Dioxide - CO2 Dry Argon - Ar Ammonia Ammonia environment7 Hydrogen - H2 Acetylene Test pressure 350 psi Vacuum Minimum absolute pressure Maximum differential pressure For additional information, please see the approved applications chart. View Viega Approved Applications (/ content/dam/viegadm/down load-assets/en_us/tech-marketing/propress/technical-data-sheets/AP- PP-M P-PF_Application_Chart_EN.pdf) Codes and Standards • 49CFR192: Subparts B-Materials; F-Joining of Materials other than by welding; I-Requirements for Corrosion Control; and Subpart J - Test Requirements • ASME B31: Code for Pressure Piping • ASME B31.1: Power Piping • ASME B31.3: Process Piping • ASME B31.9: Building Service Piping • CAN/CSA-B149.1: Natural Gas and Propane Installation Code • CPC: California Plumbing Code • IACS UR P2: Rules for piping design, construction and testing • IAPMO: PS-117: Press Connections • IAPMO: Uniform Mechanical Code (UMC) Close 2 of 5 5/21/2024,4:25 PM MegaPressG I viega.us https://www.viega.us/en/products/MegaPressG.html#accordion-7d33ca2aa9-item-42fcf09df5 • IAPMO: Uniform Plumbing Code (UPC) • ICC: International Fuel Gas Code (IFGC) • ICC: International Mechanical Code (IMC) • ICC: International Residential Code (IRC) • CSA: ANSI LC 4a/CSA 6.32a: Press-Connect Metallic Fittings For Use in Fuel Gas Distribution Systems • National Building Code of Canada (NBCC) • NFPA 30: Flammable and Combustible Liquids Code • NFPA 54/Z223: National Fuel Gas Code • NFPA 58: Liquefied Petroleum Gas Code Listings and Certifications • ABS: American Bureau of Shipping Type Approval • ASTM F3226: Standard Specification for Metallic Press-Connect Fittings for Piping and Tubing Systems • BV: Bureau Veritas Type Approval • Canadian Registration Number (CRN): 14541.5 A/B/C • CSA: ANSI LC 4a/CSA 6.32a: Press-Connect Metallic Fittings for Use in Fuel Gas Distribution Systems • DNV GL: Det Norske Veritas Germanischer Lloyd Type Approval • IAPMO: ANSI LC 4a/CSA 6.32a: Press-Connect Metallic Fittings for Use in Fuel Gas Distribution Systems • IAPMO file 5318 • ICC-ES PMG Product Certificate PMG-1036 (MegaPress G) • LR: Lloyd's Register Type Approval • RINA: Registro Italiano Navale • United States Coast Guard Acceptance Letter 2018-3613 Close 3 of 5 5/21/2024,4:25 PM PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SWIA OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY.WA LEGEND DATUM: HORIZONTAL:WAS 1983(2011) EXISTING PROPOSED )AT!/M VERTICAL:NAVD88 SITE E]` --- PROPERTY LINE 188th St N Rec'Ss`shaE° -- R.O.W.CENTERLINE IONAL Ems\ 7/26/24 EASEMENT .. ---sc--- SAWCUT LINE n ---- iiC---- GRADING CONTOUR THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS r.E i - SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL SPOT ELEVATION DETERMNF-SHE EXACT LOCA110N OF ALL EXISTING U-IFTE5 BEFORE CCNNENONG WGRK. S I►I �+ 9 ^WATER MAIN _Xs Nc GRADE wFCRMAncN Is AP?RozluaTE. rHE cONTRAcroR �►1 SHALL.FIELD VERIFY EXISTING GRADES AND NOTIFY ENGINEER OFSEWER MAIN ANY DISCIIEPANCES BEFORE COMMENCING WORK. 000NTRACTOR AGREES TO BE FILLY RESPONSIBLE FOR ANY AND O�// D -- STORM DRAIN ALL DAMAGES AFICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. 27 FIRE HYDRANT 172nd St NE R. CALL AT LEAST 2 WORKING 2 z BE WATER METER DAYS BEFORE YOU DIG IS m GATE VALVE CALL'811' W W (-? SEWER MANHOLE VICINITY MAP A STORM CB.. SCALE: N.T.S. STORM MANHOLE PROJECT DATA PROJECT TEAM I -- ELECTRICAL LINE SITE AREA: 25,308 SF(0.58 AC) DEVELOPER -- TELEPHONE LINE BUILDING USE: COMMERCIAL FUEL STATION 73TOROCAR L RALAVE.SOUTH GAS LINE REQ'D PARKING: 0(NO EMPLOYEES) KENT WA 98032 POWER VAULT CONTA": STEVEN MORELAND - TOTAL DISTURBED AREA: 5763 SF PHONC: (206,206-0821 -, UTILITY POLE EMAIL: s--a, nnc9petrocc�d.com EX.IMPERVIOUS AREA: 16,070 SF PROP IMPERVIQUS AREA 16 395 SF CIVIL ENGINEER STREET LIGHT NET CHANGE IMPERVIOUS AREA: +325 SF TERRAFORMA DESIGN GROUP,INC. >.. PARKING LIGHT 5027 Si ST AVENUE SW Z F TOTAL NEW+REPLACED IMPERVIOUS:3917 SF SEATTLE,WA 98136 - Lu NEW+REPLACED POLLUTION: 3917 SF CONTACT: PEDRO DEGUZMAN,PE- Uj LL GENERATION IMPERVIOUS ) O p —SW— STRAW WATTLE PHONEMAILE:ped06) 795-902designgroup.com L r o CB INLET PROTECTION :ARTH WORK QUANTITIES: r V = cot 11 SUBGRADE CUT= 120 BCY CONTRACTOR •), � R- e SU9GRADE FILL= 120 BCY SAYER ;ONTRAC'ORS,INC. �•/ Z F Q to z *FOR PERMIT USE ONLY CONTACT: RAThRYN HORWITZ Z 1 1 1 C) R- jjI PHON'-: (253)533-2431 L.IJ U O.¢ II EMAT kha,witz@saybr.com _j L co U) 00 L� } U) U ! Co (n GOVERNING AGENCIES Co H PROPERTY INFO Q 0 N2N� ` I ) = GRADING DRAINAGE WATER SEWER O ROADWAY - ADDRESS s6 oA p2 TA - _ CITY„F ARI INGTON A t to � I i"t - -... 238 NORT,, OL VI I,AVENUE 19020 63RD AVENUE NE,ARLINGTON,WA 98223 ,=sc[L ,„ ;<� - 'T - - � WARLINGTON,WA 8223 PHONE (360)403 ic2' LEGAL DESCRIPTION „Lu . ALL THAT PORTION OF THE SOUTHEAST QUARTER OF SECTION 15, ^'" �� I +'N NATURAL GAS TOWNSHIP 31 NORT: RANGE 5 EAST,W.M.,DESCRIBED AS FOLLOWS': s I W CASCADE NATURAL GAS 8 9'40'57 E / 1 R �I `J COMMENCING AT THE SOUTH QUARTER CORNER OF SA SECTION 15; „>/ - I >-Q POWER THENCE N Ch C5 W ALONG THE NORTH-SOUTu ENTFRLIN�DE `I D CB FILTER PER I ' 1 ! SNOHOMISH COUNTY PLO SECTION 5 FOR A DISTANCE Or 702.45 FEET; THENCE N 86'02'11"E �� i I ry w W ch FOR A DI TAVCE OF 922,30 FEEI; THENCE R 03'57'49"W FOR A _ %= ,DTL.1/C1.5 1 j I M Z THENCE CE OF 60.00 T HENCE.N 8602 A5'E FOR A DISTANCE OF I ,� j ) CO DISTAN 3C9 82 EE 0 THE RU POINT OF GINN'NG, { 7f �%•• E I - _ _ IZ Q 860245"W FOR A DISTANCE O F 150.00 FEET; THENCE N -� d v>3�'-- o r -- SHEET INDEX ui j 03'5739 W'OR A DISTANCE 0•50.00 FEET; THENCE N 86.0245E <T ._. '" _-., ,; e+ SOIL STOCKPILE ww ,,.7 0• t _ ___ _ FORA D51ANCE OF 3900 F-ET; THENCE NORTHEAST'RI-Y A DISTANCE ._'° °' PER DTL 3/C1.5 r --- Z OF A°:°RCXIMATELY 121 -EtT TO A OINT ON THE WEST'LINE OF 63RD g '> ;. "` CONC.WASHOUT,� ! i,>.,C I Cl-1 TESC PLAN = AVENUE NE AHICh PON' IS 200.00 FEEL FROM f-F TRUE POINT OF BASIN PER DTL. STRAW WATTE - T I C1.2 PAVING PLAN C 4/C1.5 PER OIL 2/CI.S -'`3 F, .. BEGINNING AS MEASURED ALONG SAID WEST LINE; THENCE S 03'57'39" o ' I C1.3 CIVIL PLAN CD N E ALONG SAID WEST LINE A DISTANCE OF 200.00 FEET TO THE TRUE SW—SW— SW—SW=SW—SIN—SW I POINT OF BEGINNING. SITUATE IN SNOHOMISH COUNTY,WASHINGTON. SITE aN dz ,., C1.4 CIVIL NOTES I- CD DEMO EX C1.5 CIVIL DETAILS DEMO EX FUEL ¢ CONC.PANNG. r o I i"::+ ti VERTICAL DATUM EQUIPMENT g EK ROOF ;A:,¢ - C1.6 CIVIL DETAILS BOLLARDS(TYP) OVERHANG- +,.. ° d GR-1 NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) TO REMAIN LAN3ERT GRID WASHINGTON STATE NORTH ZONE COOHOINATES.THE s,� �T i v -s4 A+t -- ,, -- sa -_ I SV1 BOUNDARY&TOPOGRAPHIC SURVEY NORTH AMERICAN D A 983/2011 A�O BE24 A282116.11 _.. ,'.+? • `J`g +�, 20, C.00) GRID ,.00RC NA. o W. =OU ND 132143 A A FOuN A CHAIR D;SK I CASED T T -- ' b a� 3- ¢ _ • FACTOR OF 0.9-rE ,NI 15, TOWNSHIP 31 EL,.CO ?ANGE I _ _ SOUTHEAST C PNE �E F INVERSE = 3""H THE SEA LEVEL CORRECTION - - °-- 74o AND THE GRID SCALE A OR OF 0.9999426121 WAS APP�_IED TO THE GRID COORDINATES FOR ja,rV`/� `+ � °,. -j � .SHOWN GROUND DISTANCES. � t - \ s ,� '° i 'i _. -_„_,:� - / I j "! h - .., '"V� ° CB FlLTER PER�F A - -- > i ' � "A _ _ { I REVISIONS: I IT f A DID.1/Cis I '1 -SC ''-- - --� - I' BASIS OF BEARING T �' ;+ ��' \l "°' L - 1 •( 1 t `'t l` '______ 6- n-s-I - `SANTXIT LINE G N M (GPS) I' i "1 M^ } 1 .o e-.,:' DEMO EX ( �. ._-_ 3 GRID NORTH PA ED LPDN L"BA-POSITIONING SYSTEM t,^ LAMBERT GN WA A N ATE NORTH ZONE GOOF MATES THE �bI I ; N•.• A ;1 ro`� CONIC.PAVING ` \ I NORTH AMEFI AN :uA U 93/2G 11 (NAD 83/2011 E=CG- ( ,, i I •R' —SW—�`�—SW�� Id R', NORTH '* 132143 �A' A FOUND 2' EHEHE FOUND TO B M2Fi2"fi '1 "_ o t , ';,.z ,dk. •• CB FILTER PER 4° 2010.0 O I„OPD MATE 8 r ' ASS DISK INCASE A THE ( ; I` 3" ' ti f ', I ��DTL 1/C1.5 SOUTHEA \_P. -.,N' 'S TO'WNSHIP 31 NCr.':-., �ANGE j 5 EAE" W M THE N\EHSE OF ROTH THE SEA F VEL CORRECTION I ` -- --- ^_ a.. FAC OR 0 99 1-9 SS7,16 AND THE GRID SCAI F A.TOP OF r. �' � DATE: 7/26/24 0.9999426 c WA A ' I C.,u DES F ! L _,-, ._ _ _ �' -o HE CHEF D DINA- off ��' �'�`F CITY OF A LIINTGTO SC NOTED SHOWN GROUND DISTANCES. - - _"- -._,__ i �`�^5 ' L n"- �� 1 I 1 "':`� BUILDING DEPARTMENT ALE: 1DRAWN: PAD sw—sw:�--sw \� I , I I � � APPROVED VERTICAL DATUM — �smnw wArnF 7"��` CHECKED: PAD — _ — SAS . 159.82 (C!i_', PER D7L 2/C1.5 // fl> 30I '" 11 n a _ I BASE - - 1sG v'%G) n.. ..x HELD STATION AaLI AS PUB--5—' .. ON WASHINGTON STATE 150 Go'(D) se9•n0 E 13_ c: -I 4d+lcwAra E A0'1'HbftIZEO NO.: 24 JOB 4 REF_P.EV NETWORK WEBSI TE (HTTP://WWW.WSRN3.ORG/)(2018) s89 ao'sR E 309.99 Ic)(D) T ` , + UNLE APPf D,(FO BY THE BUILDING Ir1SPECroR TESC PLAN ELEVATION. 15' 54 (NAND BB) tiul p SIE#1 CE 503' 43T SET 9EBAR AND ORANGE CAP CONTOUR k EAST OF THE yo h ^" •°, EAST FOG LINE OF 63RD AVE %- A\ SO' H Or THE SOUTH EDGE mV I OF PAVEMENT OF THE NORTH AR 6EWAY, EAST OF SITE. SHOWN ''�" HEREON. ELEVATION: 144.11' ;NAND BB) zR nT * '.,' I T j RECEIVED SITE GE AND AUG 2 9 2�24 SET REBAR ANO ORANGE CAP "CONTOUR CONTROL" WEST OF SITE, � � SHOWN HEREON. ELEVATION: 143.45' (NAVD 88) s89•ar 3 E 922.30'(C)(D) i 1 inch= 20 ft. r2 vIz PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA DATUM. o o LEGEND e WAS,, HORIZONTAL:NAD 1983(2011) EXISTING PROPOSED DATUM VERTICAL:NAVD88 ---- PROPERTY LINE ---- R.O.W.CENTERLINE %ONAI Ems\ 7/28124 EASEMENT F CONCRETE m A.C.PAVING THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATON OF ALL EXISTING UTILITIES a ---sC--- SAWCUT UNE BEFORE COMMENCING WORK. A� --- ATE. THE CONTRACTOR SHALL FIELD VITRIFY EXISTING GRADES AND NOTIFY ENGINEER OF GRADING CONTOUR EXISTING GRADE INFORMATION IS APPROXIM ANY DISCREPANCIES BEFORE COMMENCING WORK. SPOT ELEVATION C) CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND w WATER MAIN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO CONFIRM EXISTING UTILITY AND GRADE INFORMATION. --- SEWER MAIN CALL AT LEAST 2 WORKING - .... STORM DRAIN DAYS BEFORE YOU DIG 9 swALE CALL'811' LLB W F4 Q FUEL LINE (DESIGN BY SAYER) l7 FIRE HYDRANT '•, E3 WATER METER p4 CATE VALVE SEWER MANHOLE ❑ STORM CB STORM MANHOLE ELECTRICAL UNE TELEPHONE LINE - GAS LINE W POWER VAULT N Q o UTILITY POLE STREET LIGHT Z H- 1 PARKING LIGHT Z OV F- J co 0 C � Wa co I ; Q > r. / 'w'I ,z Lu z V 189'40 c) I Q o J W z N � 1./� N " I '. ? cn W Lu z O 8O SEKEEPING PAD 0111Z y ':y, I M of 4000 PSI I WH4 ICI �.I...__._.__.__ N J 95 RE BAR 0 12-O.C. ! C7 SITE BM M2 CRUSHED SURFACING RESTORE GRAVEL BASESURFACING 97 SF FUEL FACWTY �OS t Lu Q COURSE(12'THICK) E%.CANOPY " EQUIPMENT PER w AS NECESSARY POST(2 OTY) DRAWINGS BY SAYER.LL 4.U' 4.0' 4.U' 4.0' CL Q 4.0• �-150' ---15 ate- _ 5 0 - 12.0' r. s.o' 19nY-x- - --4 7 -� o , a a 0 4D om ...... TOE___. u •.0 °� AO i' O s9 ®1 G Igo { REVISIONS: .,� FUEL LINES(iYP) ---� — SC PER SAYER r`u ip.................+ CONIC.DRIVE SLAB CONIC.DRIVE$LAS 1 B"THICK EX.CANOPY SITE k1 '+y •� 4000 PSI TO REMAIN 4000 PSI I.� /5 REBAR 0 12'O.C. /5 REBAR 0 12'O.C. ,� c,, n,.., 1W2 SF SAWCUT 4 SEAL LINE 2042 SF I +a w +=' HMA PATCH PER DTL.1/01.5 ' '. is {, . NEW BOLLARDS(TYP) j O PER DTL.2/CIS I , t DATE: 7/26/24 N hi TANK FOUAiION 7aNK _ ° . 9'THICK o N SCALE: AS NOTED 15 ES a SI 1z'O.C. too_ I DRAWN: PAD 169 SF A,'ar.' t �� .. CHECKED: PAD —� _ s 3 z43'(c JOB NO.: 24004 :.. 159.82'(C)(D) E� P 1 150.27'(C1- „6�..J�.N,r 89 4�57_ I) SB9'40 57'E 309,99'ICI(p) 150.00'(0) j PAVING PLAN Ion , C1 .2 S11'11..3.1(C)( 1 inch= 20 ft. 922.30'(CI(0) i 7 17 PETROCARD-ARLINGTON: FUEL IMPROVEMENTS SW114 OF SW1/4 OF SEC.15,T31N,R5E,W.M•,SNOHOMISH COUNTY,WA P �F LEGEND DATUM.- ono WA c HORIZONTAL: NAD 1983(2011) EXISTING PROPOSED DATUM VERTICAL: NAVD88 -- PROPERTY LINE --- R.O.W.CENTERLINE ' YONAL 7126/24 ..... ....... ......_._ EASEMENT ---sc--- SAWCUT LINE --100-- —100— GRADING CONTOUR THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS U 9D.00 90.00 SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL U11 3 DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES SPOT ELEVATION BEFORE COMMENCING WORK. I►1 - ----- W-- WATER MAIN EXISTING GRADE INFORMATION IS APPROXIMATE THE CONTRACTOR SHALL FIELD VERIFY EXISTNG GRADES AND NOTIFY ENGINEER OF --••- +--- SEWER MAIN ANY DISCREPANCIES BEFORE COMMENCING WORK. M O = CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND -•---D----- —D— STORM DRAIN ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO = a CONFIRM EXISTING UTILITY AND GRADE INFORMATION, --- — • • — SWALE CALL AT LEAST 2 WORKING 2 a & - - - - FUEL LINE DAYS BEFORE YOU DIG (DESIGN BY SAYER) CALL'811' W J) E3 L7 FIRE HYDRANT E-� a E3 WATER METER pG GATE VALVE I SEWER MANHOLE STORM CS F} STORM MANHOLE cHh. ELECTRICAL LINE ............'r............ TELEPHONE LINE -- ----- GAS LINE POWER VAULT <.� UTILITY POLE Z z w cTDCCT IIrWT O '�^/� Gn LLJ V/ OGj to rn � Z Z `� _Z w cD0Q 1 C m N O ro —1 C a aD a O �UziQ IL N n 1h.,t4+.•,9 L� ,r..1 X r�� �r9 �> t' � iS C Lu F 40 / l a '9 i�.•�r 0 3S1 9'9.00'ICI57'E(0) n.�� ., r� \'pP +p ' lj II .Q O wz I I co L1J co e+' W a\ 1 r 17. fi 1 O E3 f x FTFo° LX o:TcC DE.B.M LMf.21 , II FpI t. HI1II`I k♦.. �M' ; IO c�1 0,� j TO-14440 EM 44 U Q DRAIN TC 14485 AL .oI 14395 1 14440 � 14435 1 c 1L'N 14V= =14435 II 43• 141. q 4445 f Yf[r , a TC PV-1485C1. 1TC-144..70 -144454385 Pv-143a, PV 143 a TC 14490PV 14395 -=144417C0 I 143.80 20 1 R x FUEL S P� 4 1,37 sA eR D slcN9H1.75Al � C 11'-6'PVC,SDR35 0 4.27X Tc=143 92D 0� „rPv=14350 J _ I y�KPL 4+ NEW OIL/WATER SEPARATOR 21 Pv' 1542 143.82 I. ALINE PER DTL 1/C1.6 y� I-szI' yQE f�l - F o ,_ REVISIONS: 14415 RIM=143.32 PV 743471 4ff=140.90(6-N) 14350 TC 1439IE=140.57(8'S) - TC=14nW iC-74405 TC-1aa.00 TC 1aa 5514355 1 PV=1435pPV 14 5 V=144.00 PV 144 OS NEW STORMFlLTER 143.90. ,. '�, ,, ta36335 144,08 as t� -: SITE Al PER 4 O 2/C1.8 a'b I I R 3 X � ( RIM-1 —2'R 8'PVC 1 I ^6 t I IE=140.500.50(6'N) SDR35 0 3.5% , 10'=4,.PVC,SDR35 0 2%MIN. . ° fx IE=139.10(8'S " I FROM CANOPY DOWNSPOUT EXISTING ,�` ) —7'N 6'PVC 14375 INFILTRATION+"' 6'CLEANOUT PER DTL 3/C1,6�'t SDR35 0 1.43X ` - TEE INTO EX 6'PVC POND cu RIM=143.30 'i'.a,+'c .. .. .- r g DEF a.. i DATE: 7/26/24 IE=139.0f �dTANIc a I JJJ888 K SCALE. NOTED E%.STORM DRAINJ..(FIELD VERIFY PRIOR TO CONST) e 4NEW ^' 143,50 ° IAS NDRAWN: PAD SHALL BE FLUSHED OVT 'I ICHECKED: PAD -- AND TVD TO VERIFY 159.82 (cl lal -TOP 150. r(C 3oj JOB NO.: 24004 PIPE CONDITION AND - - - , OUTLET LOCATION. - - Se9'40 57'E'357 4? 'C 150.00' DI fi INSTALL 569'40'57 E 309.99'(C)(D) CIVIL FLAN FIELD VERIFY PIPE INVERT I ° F. zE�: r, 1 rl! V �• FAEXORM DRAINS SHALL BE FLUSHED +TOBE VACU MEDEOUTS(INCLUDING BE FILLED'MiH CLEAN WATER. ^ 1 • ^ 909'41'31"E 922,30'ICI(0) i inch= 20 f+.. '21' PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW114 OF SW114 OF SEC.15,T31 N,R5E,W.M.,SNOHOMISH COUNTY,WA o o.W GENERAL CIVIL NOTES(TERRAFORMA) CITY OF ARLINGTON TESC NOTES CITY OF ARLINGTON STORM DRAINAGE NOTES TESC CONSTRUCTION SEQUENCE AL 7126124 1.ALL WORSMANSPIP AND MATERIA_S SPACE CONFORM TO THE 1.APPROVAL OF THE TEMPORARY EROSION/SEDIMENT CONTROL 1. A_�STORM DRAINAG-IMPROVEMENTS SIAL_BE CONSTRUCTED EROSION ,NTRC; VFAS'JRES ARE SUBJECT TC CITY OF MARYSVILCE REVIEW AND FOL_DWI NO S. CO_CITCATIOAS,EXCEPT AS REQUIRED BY THE LOCAL (TESC)PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT IN ACCORDANCE WITH IhtSE APPROVE;? PLANS AND CITY INSPECTION. REV!L'N AND COMPLY WITH THE PROJECT M„N-R,';IOR SHAD GOVERNING AGENCY(HEREAF ER REFERRED TO AS THE"AGENCY') ROAD OR STORM DRAINAGE DESIGN. SIANDARDS AND SPFC15CATIONS. ANY DFVIATON TROY THESE STORMN, ER DLL..I.N 'RLVENIION PLAN(SWPPP). NO SEDIMENT LADEN m REQU:REMJATS AND SPECIRCA➢ONS. AGENCY FOR EROSION CONTROL, PLANS NI L R-QUIRE PRIOR A'PROVA_FROM TH" OWN-R,THE RUNOFF IS A L_JWLJ TC_LAVE ]IL SITE. V GRADING AND STORM DRAINAGE IS PIERCE COUNTY PLANNING AND LAND 2. A TESC PLAN MEETING THE DOE STORM WATER MANAGEMENT CITY=NGNE=R, AND OTHER APPROPRIATE PUBLIC AGENCIES. 3 DEVELOPMENT. MANUAL ADOPTED BY THE CITY SHALL BE SLBMITTED-C-HE CITY 1. SCHEDULE&ATTEND PRECONSTRUCTION MEETING WITH CITY OF ARLINGTON. a FOR APPROVAL PRIOR TO ANY WORK ON THE SITE.AN APPROVED 2. A'_L PIPE MAT.ER:4 S SHAL_MEET THE REQUIREMENTS OF THE 2. FLAG R FENCE CLEARINC LIM.-S. € 2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY,THE COP"MUST BE MAINTAINED ON-SITE AND BE READILY AVAILABLE TO CITY ST N�ARDS AND CPFCIF'.CAi ONS. ACCEPT AI F NORM 3. POST V NS.RDCTION ACTIVITY SIGN WITH NAME AND PHONEff CONTRACTOR SHALL SCHEDULE A DSECDNSTRUCTION MEETING WITH THE THE CITY INSPECTOR AT THEIR REQU-ST. DRAINA -II MATERIALS NC-UD CONCRETE PVC, PD'E,AND AGENCY AND NOTIFY THE PROJECT ARCHITECT AND ENGINEER. DUCTILE RCN ..CRR GAFF META: PF ('GALVANIZED A'JMINUM NUMBE _S Sh PERVISOR. 3.THE TESC BMPS SHOWN ON THE PLAN MUST BE INSTALLED PRIOR OR S-EE; ATE V01 ACCPTED B. Tlit CITY.ALL PIPE.rCNTS 4. INSTA _CI FI ERS AND STRAW WATTL'S FOR IN'EVDED WORK AREAS. :a, 3.A COPY OF THE AGENCY APPROVED PLANS MUST BE ON THE JOBSITE TO ALL OTHER CLEARING AND GRADING ACTVIHES, AND IN SUCH A MUST�iAVL GASKTS AND SHALL BE WATER TIGHT UNLESS 5. INSPE M. \TAN ALL "ES,MEASURES THROUGrO,_THE DURING OF _ a WHENEVER CONSTRUCTION IS IN PROGRESS. MANNER AS TO ENSURE THAT SECIMEN--LADDEN WATER DO-S NOT OTHERV,SF D R=CTEJ 3Y [HE CITY. CONS �,N. „ON RAC-OR IS RESPONSIBLE FOR ALL NSPECTIONS, 1 ENDER ThE DRAINAGE SYSTEM, LEAVE THE SITE, OR VIOLATE DISCr 6 SAMP_INC AND REPORTING TO THE DEPT. OF ECOLOGY. 4.CONSTRUCTION NOISE SHALL BE LIMITED AS PER AGENCY CODE. 4PPLICA3LE WATER QUALITY STANDARDS.MAINTENANCE, 21" 3FDDING VAT-RIAI STALL BE 5/8-INCH MINUS CEUSIIE9 6. BEGIN :, N=V., ION, CLEARING, GRADING&DRAINAGE CONSTRUCTION. ��// NORMALLY THIS IS 7AM TO 6PM WEEKDAYS AND 9AM TO 6PM ON REPALCEMENT,AND UPGRADING OF THE TESC PLAN IS THE GRAVEL ?RI_A PPE TYPES, EXCEPT DU TI'_E IR N 3EE^,ING ^I H s WEEKENDS. RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS VIATERIA_FOR DJCTI�IRON PPE SHALL V=E THE YEQUCIVI'NTS 6. RELOC .,? HATER CONTRO_S AND EROSION CONTROL MEASURES OR 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A COMPLETE AND APPROVED BY THE CITY. O,THE CIT"S STANDARDS AND SPFCIFCATIONS ,C-APT=R 4). INSTA N 1 ,+- IRFS SO IHAT AS STE CONDITION'S CHANGE THE EROSION PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON AND I P"IROL S Al NAYS IN ACCORDANCE WITH THE CITY OF Ll1 A t OR AD�O'NING TLE SITE. VERTICAL DATUM SHALL BE PER THE LOCAL 4. THE BOUNDARIES OF THE CLEARING LIMITS, SHOWN ON THE TESC 4. A',_TRE�CH BACK-ILL IN AREAS OF PAVFMEN-OR STRUCTURAL MARY AND SE)IMEN_CON'RO'. STANDARDS. PLAN, SHALT_BE CLEARLY FENCED OR FLAGGED IN THE PELS PRIOR LOAD NO Sh Ai B= OMPA,T=--D TC h- '_EAST 95%OF THE ., GOVERNING AGENCY. - -- 7. COVER [HAT',VILE 3E JN'NORK-D=OR MORE THAN SEVEN DAYS TO STARING CONSTRUCTION.NO DISTURBANCE BEYOND-HE FENCED MAXIMUM Dn C_NSITY ALL OTIICa ACAS SHALL BE COMPACTED DURING El S�ASCN' OR PAD DAYS DJRING TIE WET SEASON WITH OR FLAGGED CLEARING LIMITS SHAL_ BE PERMITTED. THE FENCING 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TO AT LEAS 9Gh OF MAXIMUM DRY DENSITY. STRAY A„TD =,3=R MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. LOCATION, DIMENSION,AND DEPTH OF AL EXISTING UTILITIES,WHETHER AND/OR FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR - SHOWN ON THESE PLANS OR NOT, B" OTHOLIND?HE UTILITIES AND THE DURATION OF THE CONSTRUCTION PROJECT. 5. ALL PIPE SHALT 3E PLACFD ON STABLF EAR_9.IF IN THE 8. STABI _L AREAS T-AT REACT TEAL GRAD-W-HIN SEVEN DAYS.. _ SURVEYING THE-:.ORIZONTAL AND VERTCAL I.CCATICN PRIOR TO OPIN'.ON OT TH-C-Y INSP-C-OR, THE=XSTWC TRENCH 9. UPON FINAL S- _'ZALON, REMOVE ALL EXISI'.NG TESC MEASURES. CONSTRUCTION. THIS SHALL INCLUDE CALLING THE UNDERGROUND 5. THE TESC FACILITIES SHOWN ON THE PLANS ARE THE MINIMUM FOUNDATION IS uINSATSFACTORY, THEN IT SHALL RE'XCAVATED LOCATE LINE 1-800-424-5555 A MINIMUM OF 48 ROJRS PRIOR TO REQUIREMENTS TOR THE ANTICIPATED SITE CONSTRUCTION.DURING BELOW GRADE AND BACK LLE)WITH GRAVEL BEDDING MATERIAL EXCAVATION. LOCATION OF SAID_TILHIES AS SHOWN ON THESE PLANS THE CONSTRUCTION PERIOD, THESE TESC FACILTES SHALL BE TO SUPPORT THE PIPE. ARE V0T GUARANTEED AND ARE SUE ECT TO VARIATOS. IF CONFLICTS UAGRADED AND ADDED TO AS NEEDED, FOR UNEXPECTED STORM SHOULD OCCUR,THE CONTRACTOR SHALL CONSULT TERRAFORMA DESIGN EVENTS AND TO REFLECT CHANGED CONDITIONS, AS REQUIRED BY 6. OMITTED. GROUP,LLC TO RESOLVE ALL CONFLICTS PRIOR TO PROCEEDING WITH THE CITY. CONSTRUCTION. 7. ALL CATCH BASINS SHALL BE TYPE 1 UNLESS OTHERWISE 6. THE CONTRACTOR SHA__PROVIDE THE CITE A 24-HOUR SHOWN ON THE PLANS AND APPROVED BY THE CITY.THE USE AND 7.THE CONTRACTOR S-AL' EXAMINE THE PROJECT SITE,ALL DRAWINGS EM=RGENCY CONTACT PHONE NUM3ER OF'HE CONIRACTCR'S INSTA AT.ON CI INLETS IS CISCOGRAGED. AND SPECIFICATIONS. IF DISCREPANCIES OR DIFFERENCES EXIST BETWEEN CERTIFIED EROSION CONTROL SUPERVISOR PRIOR TO STARTING DRAWINGS,SPECFICALCNS, SITE CONDITIONS,OR WALGREENS CONSTRUCTION. 8.OMITTED. Z Z H REQUIREMENTS, PROMPTLY MOIL'T:-E ARCHITECT FOR RESOLUTION. NO W W LATER C-AIMS TO TIIL CJEN: ARCHITECT OR ENGINEER SHALL BE MADE 7.THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE 9.ALL GRATES SP:AT BC MARK=C 'OUTFALL TO STREAM -DUMP O w � � FOR EXTRA LABOR, EQ IPM5VT,OR MATERIALS,WHICH COULD HAVE BEEN CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED NO POL JTAV S". AL SOI ID COVER -IALL BE MARKED 'DRAIN U) 0 O U m FORESEEN BY EXAMINATION OF SITE AND PROJECT DOCUMENTS. FUNCTION AND OPERATION. ALL CAl - 3A�IN5 AND MAV-IOLC�SHAH BE J IIPP D WTH CD LOCOING-RAVES AND 7S OR GRATES PER CITY S_ANDARD U H m 8.THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND r n to8. BETWEEN OCTOBER 1 AND APRIL 30,DISTURBED AREAS THAT ARE DETAILS. `J EXERCISE SOUND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. z m THE CONTRACTOR SFAII.PROTECT EXISTING UTILITIES FROM DAMAGE TO BE LEFT UNWORKED FOR MORE THAN TWO(2)DAYS SHAI.I BE - Z = DURING CONSTRUCTION. IF EXISTING UIL.ITI:=S ARE DAMAGE),THE IMMEDIAEL"COVERS)BY MULCH,SOD OR PLASTIC COVERING. 10.OMITTED. Z W O ~ CONTRACTOR SHAL,.IMMEDIATELY NOTFY THE ARCHITEC7 AND ENGINEER. BETWEEN MAY 1 AND S-PTEMBER 30,DISTURBED AREAS TUAT ARE TO U =O Q THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING BE LEFT UNWORKED FOR MORE THAN SEVEN (7)DAYS SEAL',BE 11.THE CONTRACTOR SHALL BE REST ONQBL-FOR _;JJSTING ALL m cn O CONDIGN ,WSDOT SECTON 1-07.17 APWA SUPPLEMENT),AT NO IMMEDIATELY COVERED BY SEEDING OR OTHER A?PROVED METHODS. MANHOLE,INLET AND CATCH BASIN RAVES AND GR.T-S/COVERS r cv U ADDITIONAL COSTS TC THE DEVELOPER OR OWNER. TO GRADE JUST PRIOR TO CURB INST4 LAT:CN AVD/PAVING. W � < M 9. SEDIMENT DEPOSITS SHALL BE REMOVED FROM ALL CATCH BASINS PRE-TREATMENT/SEDIMENT POND, AND SEDIMENT TRAPS 12.OMITTED. > UPON REAC;ZINC A L-P:IT Or'2 NCFIES. O� o 13.OMITTED. 1 L.L 10.OMITTED 4.OMITTED. CONCRETE HANDLING NOTES 11.WHERE SEEDING'.=OR TEMPORARY EROSION CONTROL IS REQUIRE' FAST -RMiNATING Gi ASSES SHALL BE APPLIED AT AN 15 STORM WATER RETENTION/DETENTION FACILITIES,STORM CONCRETE WORK GENERATES PROCESS WATER AND SLURRY THAT APPROX MATE RA'.E OF 120 LBS PER ACR=. DRAINAGE DIPF AND CATCH BASINS SHALL BE FLUSHED AND CONTAIN FINE?ARTICLES AND HIGH pH,BOTH OF WH CH CAN A:NED 21 T-:E DEVELOPER FR: Y "D THt. C Y-,AC lL ,AIDCE VIOLATE WATER QUALITY STANDARDS. UTILIZE THESE MANAGEMENT 12. WHERE STRAN MULCH FOR TEMPORARY EROSION CONTROL IS 'HE RD (1 .PRACTICES ANY TIME CONCRETE IS USED. RFCUIRC I:SHALL 3E A°P'_I-D AT A MINIMUM-HICKNESS OF 3 v 1.CONCRETE TRUCK CHUTES,PUMPS,AND INTERNALS SHALL BE ;INCHES OR 3 .;C POUNDS PER ACRE, 16. OMITTED, O J WASHED OC-ON INTO FORMED AREAS AWAITING INSTALLATION 13. SOIL STOCKP L=S SHALL BE STABILIZED WITHIN 24 HOURS. 17.IF THE CONTACC E NCGJNTERS GROUNDWATER OR SOIL Z ccvv OF CONCRETE OR ASPHALT, WHEN ACTIVELY 'ORK'NG WITH THE SOIL STOCKPILE, CONDITIONS DIF-� N V THAT SHOWN IN`HE PLANS DURING W 0 2.WHEN NO FORMED AREAS ARE AVAILABLE,CONTAIN WASHWATER 00 ST',B'1_Za ON BY GRGJND COVER BMPS SHALL OCCUR AT THE END INF:-Rn ON S,-M NS_.LLATION - ;OR SHALL �' AND LEPTON=R PRODUCT IN A LINED CONTAINER.DISPOSE OF OF CA,H WORK DAY. NOT: TILL v INS F -OR. WASH'NA`ER IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 14. CV-TED, ^ 0 3.UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE 15. VAN-FNANCE AND REPAIR OF TESC FACILITIES AND LL E RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. STRUCTURES SHALL BE CONDUCTED IMMEDIATELY UPON RECOGNITION OF A PROBLEM OR WHEN THE TESC MEASURES BECOME DAMAGED. cw Z 4.HAND TOOLS INCLUDING,BUT NOT LIMITED TO, SCREEDS,SHOVELS, obi Q RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO 16. UPON COMPLETION OF THE PROJECT, ALL BMPS SHALL BE w FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR R MOV D -ROM THE S-L AND RI'h. O=WAY. :F 3MPS ARE ASPHAL-. < QJ.RE�TO REMAIN IN PLACE FOR FORT-ER PROTECTION, � r= ARRANEMLNTS=CR R-MOVAL SHALL BE MADE WITH THE CITY d a 5.EQUIPMENT THAT CANNOT BE EASILY MOVED,SUCH AS CONCRETE ..NSPE--OR. PAVERS,SHALL ONLY BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER 17, TIIL DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN CONVEYANCES. AN UNDISTJRBED STATE TO THE MAXIMUM EXTEND PRACTICABLE. LE AREAS SUBJEC Cl FAPINC ANC GRAD ' A-WIC NOT BE 6.WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE CONVERFD 3YIMP'R'CUS SCRF�c IN �F- E)NTC A DRIVEWAYS ShALJ NOT DRAIN DIRECTLY TO NATURAL OR DRA!NA-E=ACU!TY DR-NGE'NcFRED AS 5 hRA'_Fi_L OR CONSTRUCTED STORMWATER CONVEYANCES. SLOPE SHALL,AT 7--PROJ=C-CCVP.ETICN,JLMO:NSIRATE THE 7.CONTAINERS SHALL BE C-IECKED FOR HOLES IN THE LINER DAILY REQGF VLETS FSIA3 ISPED IN -•.13 OF THE 2014 SWMMWW, POST DURING CONCRETE POJRS AND REPAIRED THE SAME DAY. .,CNSTRI ION S'CI, ,I.+_-Y AN7 TEPTH. REVISIONS: DATE: 7/26/24 SCALE: AS NOTED DRAWN: PAD CHECKED: PAD JOB NO.: 24004 CIVIL NOTES ClA AIT PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW114 OF SW114 OF SEC.15,T31N,W,W.M.,SNOHOMISH COUNTY,WA 7CNAL 7126124 NOTES: M o 1. PLASTIC SHEETING IS USED TO PROVIDE IMMEDIATE PROTECTION TO SLOPES AND STOCKPILES. s 3 rn 2. DO NOT USE PLASTIC COVERING UPSLOPE OF AREAS SUCH AS STEEP AND/OR UNSTABLE SLOPES THAT MIGHT BE v ADVERSELY AFFECTED BY CONCENTRATED RUNOFF. E 3. WHEN POSSIBLE, INSTALL AN IN-.-RCEPTER DICE AT THE TOP OF THE PLASTIC TO DIVERT FLOWS AWAY FROM THE PLASTIC. N INLET r PROTECTION N TES O a v3i i WEEKLY LL ASI NOTES: I LJ. 5. TOE-IN THE TOP OF THE SHEETING IN A 6"x6"TRENCH BACKFILLED WITH COMPACTED NATIVE MATERIAL � 1.FILTERS SHALL EACH REMOVED AND CLEANED OR INSTALL A GRAVEL BERM,RIPRAP,OR OTHER SUITABLE PROTECTION AT THE TOP OF THE SLOPE IN ORDER TO DISSIPATE O yyy; REPLACED AFTER EACH STORM EVENT AND IXJ A a RUN -F VELOCITY. r h 6. ANC-LCR THE PLASTIC USING SANDBAGS OR OTHER SUITABLE TETHERED ANCHOR SYSTEM SPACED ON A 10'GRID SPACING 2 z IN ALL CIRc"CTIONS. ADAPTER SKIRTS RETRIEVAL STRAP w -C 7. OVERLAP SEAMS 1-2',TAPE,ROLL AND STAKE THE SEAMS AND THEN WEIGH DOWN THE ENTIRE LENGTH. � 5 N 36"� (n 8. BARRIER IS REQUIRED®TOE OF STOCK PILE. g 9. REPLACE TORN SHEETS AND REPAIR OPEN SEAMS. COMPLETELY REMOVE AND REPLACE PLASTIC WHEN IT BEGINS TO DETERIORATE. OVERFLOW •, GE n� TO BYPASS ' FABRIC PEAK STORM PLASTIC COVERING NOTES VOLUMES) 1. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILLS AND SHALL MEET THE REQUIREMENTS OF CATCH BASIN STANDARD SPECIFICATIONS SECTION 9-14.5. 2. COVERNG S-A L BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WIT:-A MAXIMUM 10-1`001 GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SNAL BE TAPED OR SEDIMENT ACCUMULATION WEIGHTED D04N=ILL LENGTH AND THERE SHA_I_BE A-_EAST A 12 NG OVERLAP OF AL_SCS AM 1 CATCH BASIN FILTER BMP 220 3. CLEAR FSTIC COVERING SHALL SE INS-A-LED IMMEDIATELY ON AREAS SEEDED BETWEEN NOVEMBER 1 AND MARCH 31 AVD REMAIN UNTIL VEGFTATOA IS FIRMLY LST4BL SHE. C1.5 SCALE: N.T.S. 4. WHEN THE COVERING IS USED ON UN-SEEDED SLOPES,IT SHALL BE KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. 5. PLASTC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN ORDER TO PREVENT SURFACE N'ATFR FLOW BF\FA-.H S-FLIS Z Z W 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS. O w U) 0to MINIMUM 12' L CD CD OVERLAP OF SEAMS ( 1 g H T, (O PLASTIC SHEETING Z 1 1 1 O F _ L LI 0 CLEAR PLASTIC SHEET V 0 a SHA_L HAVE A M N. - /��/� Of (n TIucK\Ess c=s MI_ LL W >- o STRAW WATTLE ROLL - 8"—10"DIA. HOLD DOWN NTH c°O+x H SANDBAGS OR EQUIVALENT ^ ,„ o 1 O � FLOW Q 2 BARRIER REQUIRED � � ®TOE OF SLOPE z STRAW WATTLE BMP C235) SOIL STOCKPILE (BMP C123) W z N C1.5 SCALE: N.T.S. C1.5 SCALE: N.T.S. L m W o z � H-H- cMn CD CD z N J O Of CONCRETE WASHOUT STEEL BASIN w Q JESCRAFT 72"x72"x14'OR EQUAL MIN.VOLUME O T2 72 a REVISIONS: ALTERNATE.PLASTIC LINED BASIN WITH STRAV,BALE SIDEWALLS 4 CONCRETE WASHOUT BASIN (BMP C154) _DATE: 7/26/24 SCALE: AS NOTED CL5 SCALE: N.T.S. DRAWN: PAD CHECKED: PAD JOB NO.: 24004 CIVIL DETAILS C1 .5 r.,7 I'- PETROCARD -ARLINGTON: FUEL IMPROVEMENTS SW1/4 OF SW1/4 OF SEC.15,T31N,R5E,W.M.,SNOHOMISH COUNTY,WA p P' Dea 4t/OQ'�Of WASry1,�`�' aee4e Oldcastle Precast Delivering Reliability ONAL 7/26/24 - _-7'-0" Tap Section 5 M V-6" Vault 77-CPS LID UV Co. 2-332P, Galvanized Diamond Plate Cover13 d; w a O nccEescoveli1lf STORMFILTER DESIGN NOTES O CONCRETE CATCHBASIN STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCAL APPROVALS PEAK CONVEYANCE CAPACITY 15 1.3 CPS n CONCRETE CATCHBASIN STORMFILTER ISAVAILABLE WITH UP TO TWO 121 18•(4571 OR 27'[6861 TALL CARTRIDGES �j n > a F UPT041NDIVIDUAL UNITS MAY BE LINKED FORAN ULTWATECAPACITY OF EIGHT(8)CARTRIDGES IG a A/L JL ,,.+(K Y/ >i. ',mod CARTRIDGE SIZE(in.(mm]) 2716861 AN I e w C RECOMMENDED HYDRAULIC DROP(8[mini) U,19301 23(7011 �v S a a0 N Ii ? J N z SPECIFIC FLOW RATE(9Pmlaf IUslm 11 211.361 1.R7'11.131• 1 1 10.681] 21i.381 1.6T[1.t31' 1 IO.BBi W r„ - CARTRIDGE FLOW RATE Ron,IU31) I 2411,41 1 879I1.191 2510.11 i6(0.95] 12.53I0.791 7.6[0,4]] IrL��' A I 1.67 gpWst 11.13Ualmi'I SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB (PSORB)MEDIA ONLY UNKINGOPTIONSSHOWNSELCW.FLEXIBLE INLET PIPE,GRATED AND SOLID COVER PLACEMENT. ., CONTACT YOUR CONTECH REPRESENTATIVE FOR MORE INFORMATION - _2i 11111 1.4[111i OUAD UNIT TRIPLE UNIT DUAL UNIT SINGLE UNIT I I J INSIDE RIM-�~INSCE RIM p VIEW 11549] (SHIPPED IN 2 PIECES) (SHIPPED IN 2 PIECES) (SHIPPED IN I PIE ) _ contractor T°Plug(Gr6j A 3/4" Dia. Lift Insert PLAN VIEW _ After 1et.11 on 4 Places In Top Section - -- ,NE MAXIMUM RIM TO OUTLET PIPE INVERT HEIGHT IS 6.05'[1844]. OPTIONAL INLET PIPES STORMFILTER BYPASS FOAL E AND ALTERNATE CARTRIDGE - WEIR 1.CONTE HTO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. OUTLET PIPE (OPTIONAL) ASSEMBLY 2.DIMENSIONS MARKED WITH()ARE REFERENCE DIMENSIONS,ACTUAL DIMENSIONS MAY VARY. WIER$AT TOP EL=141.82 LOCATIONS �� 3.ALTERNATE DIMENSIONS ARE MILLIMETERS ITT]UNLESS NOTED OTHERWISE. 4.FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS,PLEASE CONTACT YOUR CONTECH ENGINEERED -+ OUTLET PIPE SOLUTIONS LLC REPRESENTATIVE.www.CantechES-m WITH BOOT 5,STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS 6°INLET PIPE With B"OUTLET PIPE With -- (12-130010 MAXIMUM) DRAWING,CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. SHALL BE 7-INCHES Sampling Tee By 1 1 2"Dia.LIft Hale Sampling Tee By o ........... 6.FILTER CARTRIDGES SHALL BE MEDIA-FILLED,PASSIVE,SIPHON ACTUATED,RADIAL FLOW,AND SELF CLEANING,RADIAL MEDIA DEPTH Contmctar / Contractor 1 I FLOW 7.SPECIf C FLOW R T[E ISITHE MEASURE OF THE FLOW(GPM(VS])DIVIDED BY FILTER MEDIA CONTACT TIME SHALL 8 AT LEAST THEEMEDIA SURFACE CONTACT AREA 9F 1 Each Side,2 Sides (, _ _ TOP EL=141 JO TOP EL=141.70 b "- ® V - SE CA,THE OUTLET PIPE-T -�•' ( (mh). Z W EL=143.32 T N `J 9TOkMFILTER INSTNYSUB BASLL MEET ESHTO 306 ANDDHEE CA RAOST THI THE CONTEPROV LOGO,10N5 ARE S�TE-ePECTUAIGROUNDWATER@EVAHTO HS20 LOAD RATING,ASSUMING EARTH COVER OF 0-O�2-151)AND GROU TIONEVACA6T CASTINGS N AT OR O LU EL=143.32ST UCTURE SHALL MEET LOTATION CIF'IC DESIGN CONSIDERATIONS AND SHALL BE A r ~ oo ALTERNE OUTLET I -CARTRIDGE SPECIFIED BY ENGINEER OF RECORD. Yn O -- PIPE LOCATIONS (STANOARD) 2.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER E, _ �1' / OD -4 STRUCTURE.'5'[1346j---------+ 3.CONTRACTOR TO PROVIDE AND INSTALL PIPES.MATCH PIPE INVERTS SHOWN ON PROJECT SPECIFIC DRAWINGS. 1 1 0 PLAN VIEW 4.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. `/ z to Q CASTINGS NOT SHOWN i Z SITE SPECIFIC _ LV O H- ♦ x DATA REQUIREMENTS O ---WEIRRYPA ^. I��I GRADE STRUCTURE ID STORMFILTER } L E-140,576115 --- - WATERQUALITYFLOWRAE(celUeD 0,0133 IE=140.9 (6"N �-♦ CARTRIDGE 1 FINISHED PEAK FLOW RATE IctsfUs]) 0.0127 W Cn M H 1 L 3,1'1946 MIN.2T 8 ) BYPASS RETURN PERIOD(2 PEAK FLOW /> 4x6 Bushing STORMFILTER ASSEMBLY LL WEIR Yro) 25 4 NO-HUB COUPLING 2351 Bi MIN(18(451i) T' ASSEMBLY CARTRIDGE SIZE(a7.18) 18 L IIx CARTRIDGE FLOW RATE 1.59Pm1e( 1 O O 011 Ret°'ner Y L 1 ( 1 I.I MEDIA TYPE(PERLITE,ZPG,PSORS) ZPG '� Baffle SEE LINKING OPTIONS ABOVE 1 _OUTLET PIPE } 4" Riser Pipe OPTIONAL INLET 1 WITH BOOT NUMBER OF CARTRIDGES REQUIRED 1 PIPE INVERT 8"(15Z1 FOR MAXIMUM RIM TO INVERT I MIN,ABOVE OUTLET j RIM ELEVATION 143.32 •„ 'i 4' Flo-Stop Valve PIPE INVERT 1 I 1 II t PIPE DATA. INVERT MATERIAL DIAMETER Flow Diffusor • 'LIL-- 1 T , 1 A NLET PIPET 140.50 •Y Baffle " ` L J J r LPL NLET PIPE OUTLET PIPE 139.f0 PVC 6' FLO-STOP VALVE GHt/Sludge AVAILABLE FROM NOTESISPECIAL REQUIREMENTS: Ret0lnor WBir ENOUP CARTRIDGE V (918) 599-8111 DECK 'ze^1B1oi 2-SOLID UDs IN ELEVATION VIEW RIGHT SIDE VIEW N W LU LL Z N Lu 577-SA _ CNTECH" CONCRETE CATCHBASIN W LL. w 12" 1, �j StOfI11FIIt2r ENGINEERED SOWTIONS LLC STORMFILTER -11' 2'_2 ww DPrltecrE,COm 11815 NE G e„WmIn9 of».Pori.m4.OR 97220 STANDARD DETAIL /� ¢ SECTION AA r - _- BOOba8A661 50 2a033B3 B9.Sfi1 t21 FAX 1 1 Q Z YL 0 _ C, Z � Z 1 OIL/WATER SEPARATOR (800 GAL) Q CB STORMFILTER U J C1.6 SCALE: N.T.S. C1,6 SCALE: N.T.S. � o_ ¢ CASTIRON FRAME&COVER LED"SEWER°OR "STORM"PER PLAN 9^IN, STENC I DUMP NO WASTE CONCRETE COLLAR, n"+/_ REVISIONS: �6' MIN.DEPTH PVC CLEANOUT ADAPTOR (HUBxFEMALE), O 3 1/2" PVC THREADED PLUG C n. WITH RAISED NUT SIZE PER PLAN 45-DEG BEND DATE: 7/26/24 (SELLxSPIGOT) DRAINS TO SCALE: AS NOTED DRAWN: PAD GROUNDWATER CHECKED: PAD PVC CLEANOUT NOTE: LETTERING IS TWO INCHES HIGH AND PROPORTIONAL IN WIDTH. JOB NO.: 24004 ADAPTOR WYE (HUBxFEMALE), PVC THREADED PLUG CIVIL DETAILS WITH RAISED NUT TO BE PAINT STENCILED AT ALL EXISTING CATCH BASINS s CLEANOUT 4 CATCH BASIN STENCIL �'''H SCALE: N.T.S. Ci.6 SCALE: N.T.'.:. C1 .6 ail BOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 15, TOWNSHIP 31 N., RANGE 5 E., W.M. -NW NE CITY OF ARLINGTON, SNOHOMISH COUNTY, WASHINGTON N 715 sw z 0 H w 0 20 40 1.4 COR OF SEC. 15, TWP. 31 N. RNG.57 W.M., CALCULATED �1 f� PER REC.N0.200605315606. SSRIMW 5 SCALE: 1" - rrO' .37 UNABLE5TO OPEN-BOLTS FILLED WITH CONCRETE 2 15 14 E 1/4 CDR OF SEC. 15, IMP.31 DESCRIPTION: _ RNG.5 E, W.M., FOUND PUNCH z LEGEND: IN 2"BRASS DISC DOWN+/-0.50' PER REC.N0.9211025003 i INCASED ON THE EAST SIDE 3fi.5 FEET O OF fi7N OFTH AVE NE.+ v1 ALL THAT PORTION OF THE SOUTHEAST OUARTER OF SECTION 15. I SOUTH OFTCURBCH AISLANGIN D+/-100 FEET W TOWNSHIP 31 NORTH, RANGE 5 EAST, N.M., DESCRIBED AS FOLLOWS: B =FOUND MONUMENT, AS NOTED. VISITED 05/02/24. a COMMENCING AT THE SOUTH GUARTER CORNER OF SAID SECTION 15: O=CALCULATED MONUMENT a° THENCE N 04'00'O6'W ALONG THE NORTH-SOUTH CENTERLINE OF o /`"'^-. ) o BE yW 2 cN THENCTION 15 FOR A DISTANCE OF 702.45 FEET;CE N 86'02 1f"E FORA DISTANCE OF 922.30 FEET; ®=SITE BENCHMARK I + ✓3+ a i o THENCE N 03'57 49'W FOR A DISTANCE OF 60.00 FEET; a "' -,� THENCE N 86'02'45°E FOR A DISTANCE OF 3002 FEET TO THE (C)=CALCULATED. TRUE POINT OF BEGINNING THENCE S 86:02:45:N FOR A DISTANCE OF 150.00 FEET; (M)=MEASURED. Z L THENCE N 03'57'39'W FOR A DISTANCE OF 150.00 FEET: THENCE N B6'02.45"E FOR A DISTANCE OF 39.00 FEET; + ... ®i6-1 a THENCE NORTHEASTERLY A DISTANCE OF APPROXIMATELY 121 FEET (0)=BOB N0. 9211025003 TO A PoINT ON THE WEST LINE OF 63RD AVENUE NE, WHICH POINT 3.8'N, - � p IS 200.00 FEET FROM THE TRUE POINT OF BEGINNING A5 MEASURED ALONG SAID WEST LINE; (A)=BOB NO. 20060531500fi 0.1 THENCE S 03'57'39'E ALONG SAID WEST LINE A DISTANCE OF �n3 + 30 Z o 200.00 FEET TO THE TRUE POINT OF BEGINNING. VC=VERTICAL CURB SITUATE IN SNOHOMISH COUNTY, WASHINGTON. EC=EXTRUDED CURB I 0.2'S BASIS OF BEARING: tz=BOLLARD GRID NORTH.BASED UPON GLOBAL POSITIONING SYSTEM (GPS) COLUMN �q� �_ LAMBERT GRID WASHINGTON STATE NORTH ZONE COOMINATES.THE s°+°'F�0`A 3 Sa _ m NORTH AMERICAN DATUM OF 1963/2011 (NAD 83/2011 EPOCH 2O10.00) =PAY STATION 9,Spl Sn o I »s-1 ti ml GRID COORDINATES WERE FOUND TO BE 42B216.11/1321435.99 I 1 AT A FOUND 2"BRASS DISK INCASED AT THE SOUTHEAST CORNER OF 1 =PUMP I E$�1A`0 Z�J N SECTION 15, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M.THE INVERSE I pA'p2 S2 3y^ OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.9999963746 0 •MONITORING MELL(MW) I °ham° t 3q y co a x AND THE GRID SCALE FACTOR OF 0.9999426121 WAS APPLIED +e ' TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. Q -SANITARY SEWER MANHOLE NSW) +p, +'� & i_ ( z LL 0 CATCH BASIN(CB) 58Y'40 57'E °�0.3'E �N3142.65• Ll VERTICAL DATUM: D0 (D)(D, 0.2'S 6°PVC 2E S f SUMP 140.30-SO-=STORM DRAINAGE LINEa' BASE: Q =POWER POLE(PP) " I a z I'1 I h m HELD STATION ARLI AS PUBLISHED ON WASHINGTON STATE REFERENCE - I ,° ✓ ��Iggg NET NORK WEBSITE (HTTP://WWW.WSRN3.ORG/)(2018) ,-- n^ •°,°°° r' +"'1+ N a ya-ps CP--+ �6 •GUY WINE ANCHOR(GXA) X k ^PAC PP In ELEVATION: 151.54' INAVO 88) I •+•39 r' �'r - pp SITE �, ® pp i + N SITE ff BE 503: + U'-_ OP c ® •POWER METER A" �..^" ,o I GATE o ASPHALT "Q -�-- SET REBAR AND ORANGE CAP'CONTOUR CONTROL'EAST OF THE EAST FOG I FMERGENCY PUMP LINE OF 63RD AVE NE AND SOUTH OF THE SOUTH EDGE OF PAVEMENT OF THE SHUT'OFF SWFFCH NORTH DRIVEWAY, EAST OF SITE. SHOWN HEREON. •LIGHT STANDARD(l5) " ELEVATION: 144.11' (NAVD 88) I X k, (co o SITE f2 CE 505: '-' SSMR 1 SET BE BAB AND ORANGE CAP"CONTOUR CONTROL"WEST OF SITE.SHOWN HEREON. / RIM 144 87 N ELEVATION: 143.46' (NAVD 88) PPrL=r"OW,.'4 t`'!t no-ii+LvMSSA:' o +Pf LAUD ER Nf F1La 3_4583) O pN 60 PPlT=POWER POLE WITH TRANSFORMER 3 y 42 AV F SURVEYORS NOTES: g�. P 13 BB 3oa61 s m I m Y 1 ' IE 135 00 c ° 0 E -OP-=OVERF s rltR I SITE t2 V _ •. OVERHANG 1) THE MONUMENT CONTROL SHOWN FOR THIS SITE WAS ACCOMPLISHED .WA 1 .a�£W'•`? 8 BY FIELD TRAVERSE U?SEIZING A TWO 12) SECOND THEODOLITE +p + ' + °Iy>I ' ° 1 +p39 1 " I SIGN . •f��'1 ylo2� WITH INTEGRAL ELECTRONIC DISTANCE MEASURING METER •WAT ' 7TER(WMI - TTRIMBLE Sfi)AND REAL TIME KINEMATIC (RTK) GLOBAL POSITIONING m +^y p9 + • o,1 • +a.zs °'° `I 1 I I, 1 4 + �1 °° SYSTEM (GPS)(TRIMBLE R10 2). LINEAR AND ANGULAR CLOSURE OF o ^WATER MAAKINU PMT,WNP) Nry RIIM10143.18 I ® ' W THE TRAVERSES MEET THE STANDARDS OF XAC 332-130-090. vv ^+� TOP +°'g SUMP 139.78 'p° & S + ®I! v PRO •WATER SLOW CiFF(WEO I �2.+-__.________. 6'PVC IE S 141.37 !9 I +p�,a ✓'� --.., '. TOP OF ELBOW 141.73 1 j �3 I CONCRETE 2) UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. I �.. 3,0 ,L I ° �ql` ONLY THOSE WHICH ARE VISIBLE OR HAVING VISIBLE EVIDENCE f °+ t°+ QL --k==a-- o OF THEIR INSTALLATION ARE SHOWN HEREON. 3) THIS SURVEY REPRESENTS PHYSICAL IMPPoVEMENT CONDITIONS A5 I/ 13B'""- ' RIN C43.26 ° 1p 137-^-`-- •y 9 6'PVC IE 5 141,11 �y THEY EXISTED MAY 02, 2024, THE DATE OF THIS FIELD rf _� y..--� •+ Sl�l„P f39.96 a� 1 SURVEY. !• +,y e. i ° I' i-a ...._.- 3'0 W ! SITE WS!!! 1\ 0/W SEP fff 4) LEGAL DESCRIPTION PROVIDED BY CLIENT.NO ADDITIONAL +°'' RIM f43.32 X a o e o 8 RESEARCH HAS BEEN ATTEMPTED. I °• �+• ( 6'PYC IE N 138.74 ao ((( pp F �F y 1 T�OF T'PIPE 439.64 1 ! ! +c i, a J� 4+p2 JL BTM OF A PIPE 138.32 3_p { l \ 5) OFFSET DIMENSIONS SHOWN HEREON ARE NEASUREO PERPENDICULAR . t 1 TOP WEIR MALL N 139.92 ASPHALT\ ( F+ TO PROPERTY LINES. TOP WEIR WALLS'SS GO ' j# 6'PYC IE S 138.14 .9.�. 6) IT IS NOT THE INTENT OF THIS SURVEY TO SHOW EASEMENTS OR I ty ` +aye ,�+�J 1g SL41P 134.52 + p0 pay k +pz ye yg� + , U RESERVATIONS WHICH MAY EFFECT THIS SITE. I � 1 \ + /,rtt yy ({ t +�?d ,+ ,'p20° CB 4• �j2 ''�' C 7) THE PURPOSE OF THIS SURVEY IS TO SUPPORT FUTURE POTENTIAL I >:k v� �! 1 �a HIM 142.37 DEVELOPMENT. I + !�� ,,,��. 6'OI IE N 139.Bf W L 01 O 6'DI IE W i39.7f {( 40 8) ELEVATION CONTOURS SHORN HEREON ARE BE FROM FIELD X" �' °sy ! t ( o L V e / MEASUREMENTS AND MEET OR EXCEED THE MINIMUM ACCURACY CRITERIA I '1 .---"�-• f59.82'C D - 0.1'N --"' TOP ()() s +py f50.00'lD) 'O U)m +, OF THE NATIONAL MAPPING STANDARD, BEING ONE-HALF THE CONTOUR _U�¢ 0 F a w INTERVAL. I -- - + + + .43'(C)-----�-- . 6' CYCLONE FENCE !3.sz 5B9'40'57'E]357 L L I l S89'40'57'E 309.99'(C)(0) 0.1'S 9) 63RD AVE NE RIGHT-OF-WAY WAS ESTABLISHED BY RECORD OF SURVEY Z +yam ' OLD 200710055015.NO DEED HAS BEEN PROVIDED. U M(0 SITE AREA: 25308 SO FT (0.580 ACRES) I (m� I + 'p+p„9 I o 0 0 a IIN o >Ln U fa co fD I a ( El UI mH 1= 0 I ° w z F_ ---I o m P4 a z I ES S89'41'31' U U U 922.30 (C)E(DI do DRAWN BY: TB I �3 A ` SURVEYOR:S.WOODS, PLS S 1/4 COB OF SEC. N, TMP. 31 N. 1 I Q CHECKED:SW RNG.5 E, M.M., FOUND PUNCH L l^ IN z'BRASS DISC DOWN+/-0.30' " PP SEC 15 T SIN R 5E WM G7 INCASE AT INTERSECTION OF 59TH AVE AND 1BBTH ST NE. DATE: JUN 14, 2024 VISITED 05/02/24. BE CORNER OF SEC. 15, TWP.31 N, REVISED: ` S� RNG.5 E, W.M., FOUND PUNCH IN 2'BRASS DISC DOWN+/-0.40' PROdECT:24-067 INCASED AT INTERSECTION OF 67TH AVE NE AND 1BBTH ST NE. DWG NAME:24-067B _ VISITED 05/02/24. � SHEET REV. SBB'07'47'E 259004 (M) \ f5 f4 svi 2590:19'(B) 22 23 Permit#: 6138 Permit Date: 08/26/24 Permit Type: COMMERCIAL MECHANICAL Project Name: PetroCard Arlington Fuel Equipment Replacement Applicant Name: Saybr Contractors, Inc. Applicant Address: 3852 S 66th St Applicant, City, State, Tacoma,WA 98409 Zip: Contact: Amanda Grindle Phone: (253) 533-2382 Email: agrindle@saybr.com Scope of Work: Replace underground fuel piping and dispensers at existing gas station. Tanks to remain as-is. Valuation: 94000.00 Square Feet: 3917 Number of Stories: 0 Construction Type: IA Occupancy Group: M; Mercantile ID Code: Permit Issued: Permit Expires: Form Permit Type: COMMERCIAL MECHANICAL Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401200 19020 63rd Ave City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Saybr Contractors,Inc Amanda Grindle 253-533-2382 3852 S 66th St CONSTRUCTION COA 601 795 367CONTRACTOR CONSTRUCTION L&I SAYBRCI033L7 Saybr Contractors,Inc Amanda Grindle 253-533-2382 3852 S 66th St CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 08/28/2024 COMMERCIAL BUILDING In Review MECHANICAL Fees Fee Description Notes Amount Enter 1 if permit is for commercial Web Only-Mechanical Commercial Plan mechanical Review $932.15 (Table 4-1) Total $932.15 Attached Letters Date Letter Description 08/26/2024 Web Form-Building Ap lica ation Uploaded Files Date File Name 08/28/2024 22185708-20240826 BLD6138 Equg'pmcntSpecs.pdf 0828/2024 22185709-20240826 BLD6138 Agplication.pdf 08/28/2024 22185706-20240826 BLD6138 CivilPlans.ndff CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 - ' BUILDING PERMIT 19020 63rd Ave Permit#:6138 Parcel#:31051500401200 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Replace underground fuel piping and dispensers at existing gas Valuation:94000.00 station.Tanks to remain as-is. OWNER APPLICANT CONTRACTOR City of Arlington Saybr Contractors,Inc. Saybr Contractors,Inc 18204 59th Dr 3852 S 66th St 3852 S 66th St Arlington,WA 98223 Tacoma,WA 98409 Tacoma.,WA 98409 (253)533-2382 253-533-2382 LIC:601795 367 EXP:08/31/2025 LIC:SAYBRCI033L7 EXP:06/30/2026 MECHANICAL CONTRACTOR ! PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION _ PERMIT TYPE: COMMERCIAL MECHANICAL CODE YEAR: 2021 STORIES: 0 CONST.TYPE: IA DWELLING UNITS: OCC GROUP: M;Mercantile BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.I13C110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 04/11/25 � •�� 04/11/2025 Applicant Signature Date Building Official Date CONDITIONS ADHERE TO THE APPROVED PLANS.APPROVED PLANS SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 04/11/2025 Web Only-rvbchanical Commercial Plan ReHew $932.15 04/11/2025 Building Permit $717.00 04/11/2025 Processing/Technology $25.00 04/11/2025 Credit Card Ser\ice $22.26 Total Due: $1,696.41 Total Payment: $1,696.41 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail Permit#: 6138 Permit Date: 08/26/24 Permit Type: COMMERCIAL MECHANICAL Project Name: PetroCard Arlington Fuel Equipment Replacement Applicant Name: Saybr Contractors, Inc. Applicant Address: 3852 S 66th St Applicant, City, State, Tacoma, WA 98409 Zip: Contact: Amanda Grindle Phone: (253) 533-2382 Email: agrindle@saybr.com Scope of Work: Replace underground fuel piping and dispensers at existing gas station. Tanks to remain as-is. Valuation: 94000.00 Square Feet: 3917 Number of Stories: 0 Construction Type: IA Occupancy Group: M; Mercantile ID Code: Permit Issued: 04/11/2025 Permit Expires: 02/27/2026 Form Permit Type: COMMERCIAL MECHANICAL Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401200 19020 63rd Ave City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Saybr Contractors,Inc Amanda Grindle 253-533-2382 3852 S 66th St CONSTRUCTION COA 601 795 367 CONTRACTOR Saybr Contractors,Inc Amanda Grindle 253-533-2382 3852 S 66th St CONSTRUCTION L&I SAYBRCI033L7 CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 09/22/2025 C14.MECHANICAL TCO inspection 09/23/2025 09/23/2025 BUILDING Approved FINAL 08/26/2025 CO3. Rebar Inspection 08/28/2025 08/28/2025 BUILDING Approved FOUNDATION/SLAB 08/20/2025 Inspection Rebar inspection 08/25/2025 08/21/2025 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 08/28/2024 COMMERCIAL BUILDING Approved MECHANICAL Fees Fee Description Notes Amount Enter 1 if permit is for commercial Web Only-Mechanical Commercial Plan mechanical $932.15 Review (Table 4-1) Building Permit Table 4-1 $717.00 Processing/Technology $25.00 Credit Card Service $22.26 Total $1,696.41 Attached Letters Date Letter Description 04/11/2025 Building Permit 08/26/2024 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 09/09/2024 XBP Con£ $932.15 209390425 O1/31/2025 XBP Conf: $742.00 221965525 O1/31/2025 Jennifer Kramer 221965525 $22.26 Outstanding Balance $0.00 Uploaded Files Date File Name 04/11/2025 25321544-20241008 BLD6138 Appr2vedPlans.pdf 04/11/2025 25321541-20250411 BLD6138 IssuedPermit.pdf 08/28/2024 22185708-20240826 BLD6138 EquipmentSpecs.pdf 08/28/2024 22185709-20240826 BLD6138 Application.pdf 08/28/2024 22185706-20240826 BLD6138 CivilPlans.pdf