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HomeMy WebLinkAboutR-L Combined Set, petroleum upgrade plansCP a a O CL CL E 7 CL Digitally signed by Frederick A IIII�III//////"/ UPGRADE PLANS Blecha DN: c=US, o=StillwaterN\\\ Technologies Inc., ou=A01410000000170168932220 0011 EFD, cn=Frederick A Blecha \owl Gy►P Z c - �� C2 w a 4 E. Date: 2020.05.15 11:10:52 -04'00' � ;0 d 6. gPETROLEUM This item has been electronically signed and sealed by Frederick A. Blecha, P.E. on the date and time shown using a digital signature. Printed copies of this document are not considered signed and sealed and the signature t OL must be verified on any electronic copies. CL 4) v C .L CL R> & L CARRIERS v W Q N =)CL 04 c *FA CL } �M O a m 3108 Industrial 29 Sa■� n uc■�e ou n ori a 03 o z �0 vi L C; LLI ME (L � p C v LO -11-- L. LL. O ProApIDS #142 - 1- 72- - AND #142 - 1- 7 - - �0 0 g �00 0p0 U U a Vi � U FDEP F ID#9600472 (3207Industrial27thStreet)L_ac O CL 2 Business a Days Before w You Dig 3 w v� CALL 8110 �: .� THE LAWcallsunshine.com a oITS U CL ow a 0 BUILDING CODES: GENERAL STATEMENT: GENERAL NOTES: THE SYSTEM SHALL BE DESIGNED IN FULL COMPLIANCE WITH THE LATEST EDITION THE PROPOSED WORK WILL CONSIST OF THE REMOVAL OF THE EXISTING DIESEL 1. CONTRACTOR SHALL CONDUCT ALL WORK IN ° FUELING SYSTEM AND THE INSTALLATION OF A NEW ONE. THE EXISTING 12,000 GALLON OF THE APPLICABLE SECTIONS OF THE FOLLOWING CODES, STANDARDS, AND ACCORDANCE WITH APPLICABLE CITY AND COUNTY t :F ABOVE GROUND DIESEL FUEL STORAGE TANK, CANOPY AND RELATED ITEMS WILL BE CODES AND REGULATIONS. GUIDELINES. WHERE CONFLICT EXISTS, CONTRACTOR SHALL FOLLOW THE MOST REMOVED. THE TANK SLAB WILL BE ALTERED. A NEW SYSTEM WITH ONE (1) 12,000 ° ,� STRINGENT REQUIREMENTS. IN CASE OF A CONFLICT BETWEEN THE UNIFORM FIRE GALLON UL2085 DOUBLE—WALLED ABOVEGROUND FUEL STORAGE TANK WILL BE 2. CONTRACTOR SHALL BE RESPONSIBLE FOR v, , N CODE AND THE NATIONAL FIRE PREVENTION ASSOCIATION STANDARDS, THE MOST INSTALLED. NEW TANK TOP FITTINGS INCLUDING HARDWARE AND OVERSPILL PREVENTION SECURING ALL NECESSARY PERMITS FOR 00 �� U N STRINGENT CONDITION SHALL APPLY: WILL BE INSTALLED AS REQUIRED. NEW PIPING WILL BE INSTALLED FOR THE FUEL AS COMPLETION OF THE PROPOSED WORK. P bre p NECESSARY PER THE PLANS. A NEW CANOPY DESIGNED BY OTHERS WILL BE INSTALLED. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL o N ° UNDERWRITERS LABORATORY (UL) OR FACTORY MUTUAL (FM) APPLICABLE UTILITY CLEARANCES USING PROPER BIZ o O O p O 1 O NOTIFICATION PERIODS PRIOR TO CONDUCTING cc .~ z N , U NFPA 70—NATIONAL ELECTRIC CODE 2017 EDITION TRENCHING OR EXCAVATION ACTIVITIES. r Q °J r r o w PETROLEUM ENGINEER: CONTRACTOR: 4. SITE PLAN ELEMENTS SHOWN HEREIN ARE FOR c FLORIDA BUILDING CODE 2017 ADDITION AS APPLICABLE INFORMATION PURPOSES ONLY AND HAVE BEEN L = STILLWATER TECHNOLOGIES, INC. SOUTHERN PUMP &TANK COMPANY CONTRACTOR SHALLBASED ON A SITE LAN PROVIDED BY VERIFY EXISTING SITENTRACTOR. NFPA 30 2018 EDITION 1700 North Oran a Avenue 435 CASSAT AVENUE g CONDITIONS, PROPERTY BOUNDARIES, SITE ■, NEPA 30A 2018 EDITION Suite 100A Fort Pierce, Florida, FL 32254 GEOMETRY AND EASEMENTS PRIOR TO CONSTRUCTION. t •�' Orlando, Florida 32804 (904) 580-0860 5. CONTRACTOR SHALL INSTALL ALL ELECTRICAL IN t OTHER STATE OR LOCAL CODES AS APPLICABLE (407) 206-7222; (407) 206-7223 (fax) Contact: Dale Jessup ACCORDANCE WITH NEPA 70 "NATIONAL o ELECTRICAL CODE" AND SPECIFICALLY Contact: Rick Blecha, P.E. dale.jessupgsouthernpump.com CHAPTER 5 ARTICLE 514 (LATEST EDITION). Email: rblecha@stillWatertech.com t .L a O U W N INDEX OF DRAWINGS N C a tndno Rd Sea Coast Custom Curbs Sheet Metal Duct i �i,i �a am,:: blue 9 r C O water spam _ fishing boats N 0 AlA y di;smnl zsr li Sr — '° `- SHEET # SHEET NAME .o U `� Treasure CGasl International69 __ - AerexIrdustries� $1 1 f3ey^el Brotltiers %arihsea -- C _ AirpDrt and Furl Pierre 3t Lucie Navy WT Bdalne Park L y ruler 5rare-Park SEAL M lst�u Ine -Eori Pierce — — Southern Sewer s a 51 EEquipment Sales, e G01 COVER SHEET � ~ O \ Pert. Pier ce '°'iQ 815 'P'�tate tub n fieri' a[ia _ L 2 PE01 GENERAL SITE, WORK AREA PLAN AND WORK SCOPE +• 7,s Area.. Pt Piercelnlet. Stole Park R r Trusteel Corparatlan 9 R+L Carriers p L TNT Custom Boatworks aP 3 PE02 PETROLEUM SYSTEM DEMOLITION AND INSTALLATION PLAN 3. = a-+ O ess Fu Pierce Zom .,nrr,.: w.: sanma nor Cold Air Cistributars WArehpuse of Florida �MaverickBoet RL 4 PE03 PIPING PLAN, DIMENSION PLAN AND DETAILS N Ir O r;.C,a,tse Bic Florida4 5 PE04 ANCHORING, WIND LOAD AND ADDITIONAL DETAILS o N PROJECT #: 347-017 4rrylevillss ? h Auto Labe Briggs & Stratton LIFtaGranii�pa9 Corparaliian p1 DRAWN: RMH Sia al i,.l.4.i Z - Florida Highiwayr Patrol .L Oa APPROVED: FAB Fort pierce z _ Taial Peourmaricei V v low, 9 Lawnwood Reglana' Medical Center Autaarruck T TREASLPRE COAST r AUT,,-' AUCTION `rr - T R_. SITE SITE ' DATE: 03/1$/20_ %o� .: gee - Cara 011e SCALE: AS NOTED :.. 1•-r Il+,ited s:.:e_ T=rm¢ Send iaedbeck SSW , SHEET NAME: VICINITY MAP LOCATION MAP G01 SHEET: 1 n 0 0 n a !l CL E 7 IL 111l111��� \owlI Q7 ' d �%V vr:Y o w Q' J J ��Iw u! H 00:z � Z° Oct, p z gra l rl❑? -11 O z i 3sn N i NC2 qw-i idnln3 d1 aNi i3sn [INV -1 3�ir1r� iNV")VA 91 103 a S 103 a 1 >,, I �Z 4•0Ln i — — --- Q >—N •v LL M o Z L N a I Ld Z U(Lac: 0 � N, ��[}.FsilFii N Q1 Lo Ld LL. a Vi L- L t) c]vd J?3isL4rin(3 OldCJ J aJx,$ O ' f � U rT� w i W Shb`8 JNIO'QiN1 9 4, � o I t F 1N31"J3AVa 4 3I 3a1:)Noo _ O5NUSIXI CL +-4 1 99t -i -. { jrj� I -4 _.--.- II IIj 1 I s C { ` O jJ 9- 1 {{—...I—{..._�..-�_ 1 II I,"7 I I N w I ," ( E I i sIE�I�dian Ioe ,I I$ �I Ii I� li �� l � i F I f � � �. -f. ' I � W '~ i _ CrJ ?11 h t� , � x • . 2MID va rte, . - _ .... _ - _ CA . � . _ a II Lj V) � s o « m `J a � � NO a � � 1ti i ••E � 1-4 ca LIJ d O o 4 CL 00 cl Lj- La af _ F -LI '` I I► I,I IIS LE I i —'7 I i I I �. I I ,. o W � . I i k � Lit I ' pp 4 i Old 4�¢ Fli l.F �� +00 � - � C N N M 00 � H N y� � z IiYJ�Y# v 34 HON � cc I I al r � 4 ` ' � LliJ �`) tr r d �O O NN � � � N _ J ---- _ ...- __.._...-..._.._ �.1.. I .. r�� �T t'�� I c ...,..r 1 . _. _ _ do= ..—. N N I� �y O O p 0 0 • x Z ,--I A N N N .. _ .00 t PROPOSED WORK AREA D 4 3 SCOPE 0 F SERVICES: I F, 1. REMOVE EXISTING ABOVEGROUND FUEL TANK AND ALL N i t 2. APPURTENANCES REMOVE . EXISTING DISPENSERS AND CONTAINMENT. N c, I 3. REMOVE SELECTED BOLLARDS AS SHOWN ON PLANS. ri ¢ a 4. REMOVE EXISTING CANOPY AND COLUMNS. 1-, + I J.N]A-JAVd 1WHdSd I 5. SAWCUT AND REMOVE CONCRETE AS NECESSARY TO ACHIEVE PROJECT EXECUTION. 6. EXTEND TANK SLAB AS SHOWN ON PLANS. a 7. INSTALL ABOVEGROUND UL2085 STORAGE TANK PER PLANS — 4Z � 8. INSTALL NEW CANOPY DESIGNED BY OTHERS z 10 _; GZ �� uiLn =x i 9. INSTALL REMOTE FILL AND PIPING PER PLANS. Iii w iy--- 10. INSTALL DISPENSERS PER PLAN. � a I 11. INSTALL ALL RISERS, FITTINGS AND EQUIPMENT FOR AFULL - w r Cil C, a I AND COMPLETE SYSTEM. V7 c 2 W g a3� 3s �cna � I � 12. INSTALL FUEL MANAGEMENT SYSTEM AND TANK MONITOR 2 SYSTEM COMPONENTS. i " 13. PURGE CALIBRATE AND CLEAN UP ALL DEBRIS. m, .00,60.62 k I f '1335_H3d di2itS 3db':1S{3Nb1 62.1.3W183dN,01 �--•�-- .- - -- _ --- J LONINa? i 35rl GNd l winj lfyirt3it7d laL5r.3 I I I O N N PROJECT #: 347-017 DRAWN: RMH D l?JiO333 W3D - _ +' I % .� c° APPROVED: FAB E Z T 10-1 r I DATE: 03/18/20 � y I I -y I$ F i i SCALE: AS NOTED -- -- I — — — --- --- --- --- --- -- --.1 I O' 40 O' N{cz,ns �Niisrcl 1 . SHEET NAME: I E ' — SCALE. 1" - 40' PE01 1 GENERAL SITE AND PROPOSED WORK AREA PLAN 2 SCOPE OF SERVICES SHEET: 1 " = 40' NO SCALE 0 n a E ci CL E 7 CL owl I I I c LL d s �Y O w ZZcid teIw u! H ZZ 0: �Oct, zo y p ll`\`a t 0 CL � as v v� 00 CL O 0 In —1Z c :2 < > N �..y1 't7 D 00 ORv nLv .... �. r- fie/ � 1 1 6,.._ � .. ... .• �. ...-� - , ..� Q � Y � •� cy- cy- L.1 .w w...• W N LL- r- a (n l� C7�LLj ui LjJ � rl 4� I sa4he i 1 i 1 � 1 � � � ♦ f � + � � � 4 1.1 1—�1 1� N APPROXIMATE LIMITS OF RAISED SLAB TO BE REMOVED TO FACILITATE THE PROJECT 66 ' ! - 3 NEW B'! PIPE BOLLARD (TYPICAL OF ALL AS SHOWN) ' LIMIT OF 8" THICK 4.000 PSI - f 4-1 Q FSI q � ..._"'r_ � % CONCRETE TANK SLAB EXTENSION � � ��y EXISTING PIPE BOLLARD TO BE REMOVED (TYPICAL OF FIVE)00 .. - . _... v ,...... w ._..,-.� �... _-.- •.��_ _.� _.._ _.M_ _.. .•rr�+. ww•+ rz,i•w...a....,wr...vr••"_-^�"'_'ra-.w.-...-. , • s.tir+n-N.r w.nMr. •-ht.- >..r 12.000 GALLON DOUBLE-WALLED UL-2085 ABOVEGROUND DIESEL FUEL STORAGE TANK L � ���...,..—. r,.. � a • w... Y,a.•r e..-H . -. � a 1-01 EXISTING PIPE BOLLARD TO REMAIN IN PLACE (TYPICAL OF ALL ON EAST SIDE ) 5 ; a EXISTING VACUUM TO REMAIN IN PLACE INSTALL NEW EMERGENCY STOP ON STEEL POST (>20' AND <100 FROM NEAREST DISPENSER) (SEE DETAIL ON SHEET PE03) N y EXISTING PANEL TO REMAIN IN PLACE EXISTING ABOVEGROUND FUEL STORAGE TANK TO BE REMOVED i LIMIT OF B' THICK 4,000 PSI CONCRETE a • +♦ EXISTING DISPENSER TO BE PATCH (TYPICAL OF ALL PATCHES) zi p - .� APPROXIMATE LIMITS OF PAVING TO BE REMOVED TO REMOVED (TYPICAL OF TWO) r - - - - - - - - - - FACILITATE THE PROJECT (TYPICAL OF ALL AREAS)I'ANEW 6'00 PIPE BOLLARD (TYPICAL OF ALL AS SHOWN) I NEW COLUMN (TYPICAL OF FOUR DESIGNED BY OTHERS) EXISTING CATCH BASIN TO REMAIN :::" Wit'* .;�,s -i.= r; 'i.• APPROXIMATE LIMITS OF PAVING TO BE REMOVED FACILITATE THE PROJECT (TYPICAL OF ALL AREAS) TO �^ `f I .. i , r. I +j,.•& 4 X 16 RAISED ISLAND (TYPICAL OF TWO) o a� IN PLACE (TYPICAL OF THREE)---____.� _*ti;, •' a•+• ,ti.. .� FUEL ADDITIVE SHED 3..1 Cq . « '••'r.':. ' : •, : ;! • �; ; • EXISTING CANOPY TO BE REMOVED • -r ; ,: .' ❑ ..+ ..`. i I .,••'�• • . •! . ; �; ❑ SATELLITE DISPENSER (TYPICAL OF TWO) Va 1 c Q, W d 00 00 EXISTING OIL/WATER SEPARATOR TO REMAIN IN PLACE. • �', �,,. e 'a :!•+! i■� f . • +�+• 1 . •' 'f' �., ~ ..�', r`s ' �'• } .,t • •.' ��� •'i : I %+:• .•;•;{i ::4 .;,: ..+'. •:`• •� I FMS PEDESTAL AND ANTENNA (TYPICAL OF TWO) p C'3 a O a N N EXISTING PROTECTIVE BOLLARD T'0 REMAIN IN PLACE ! EXCEPT AS BEING REPLACED TO FACILITATE THE PROJECT. THE EXISTING CONCRETE IN THE FUELING AREA IS TO REMAIN IN PLACE. END RESULT WILL BE IN COMPLIANCE WITH FBC 406.7.1 ElINEW I I COLUMN (TYPICAL OF FOUR DESIGNED BY OTHERS) N N ry0 0 - o o Z �° N N EXISTING CANOPY COLUMN TO L •- • • U U EXISTING DEF TANK TO REMAIN IN PLACE BE REMOVED (TYPICAL OF TWO) w--� ,� I � � 1.�.� `� I - - - - - - - - - � h 3A V d I -I V H d NEW CANOPY HAVE CLEAR. (DESIGNED BY OTHERS) DRIPLINE (CANOPY UNOBSTRUCTED HEIGHT OF NOT LESS SHALL THAN 13 v Cn E-' o p w EXCEPT AS BEING REPLACED TO FACILITATE FEET SIX INCHES TO THE LOWEST PROJECTING ELEMENT.) v s EXISTING DEF TANK PROTECTIVETHE BOLLARDS TO REMAIN IN PLACE4' THE PROJECT, THE EXISTING CONCRETE IN FUELING AREA IS TO REMAIN IN PLACE X 10' RAISED ISLAND FORM w MASTER DISPENSER (TYPICAL OF TWO) t NOTE: CONTRACTOR SHALL SAVE ALL ELECTRICAL CONDUITS E REMOTE FILL rn � IN ANTICIPATION OF ADJUSTMENT AND REUSE. o NOTE: - --- - ,.,••� -._ _ CONTRACTOR SHALL ADJUST EXISTING �•. s ELECTRICAL CONDUITS TO FACILITATE THE o : i t a INSTALLATION OF THE NEW EQUIPMENT. { ( ,00'06 r cp ._....'! .. bj br N 2 W . i f ��..i 1. .% y W 0 CL } ci Oz cn t a �+ 0(n'3N �a 3 GSD N LO . _ cnTi o T 0 N o N PROJECT #: 347-017 � vp DRAWN: RMH a 0 APPROVED: FAB DATE: 03/1$/20 m NLS ,' .�7 -3 m ,.00,60.66 S SCALE: AS NOTED SHEET NAME: Op 20' 40' o' 20' 40' SCALE: I " = 20' SCALE: 1" = 20' PE02 1 PETROLEUM SYSTEM DEMOLITION PLAN PETROLEUM SYSTEM INSTALLATION PLAN SHEET: 1„ = 20' 1" = 20' 1 3 E 8 M E 3 a ,`(V C LLd ap ti O O` J �- / ,\•, 0 �! /.tel O Z �y 1�1 5ids•• 0 t 0 •�w�.r•.,r�y+1w,,..� �•rV%W A,A-1 41M+%AM"W Ae.P.M •4'0IdW nIWVwrn.wlrqPUOVw"opeft-ftdom=w,Mam-ew%,q w CL od 12.0000 L ' DIESEL FILL WITH POSITIVE SHUT OFF DROP TUBE CL z 4) 0 Lo Z) < Q - N 40 • s • • - - DIESEL STP v� •ai ., V N o • ° • • • • • LEVEL PROBE v p Z V ,� � rnLa ° I ___ 3"0 BLACK STEEL ABOVE GROUND DIESEL FILL PIPING I 200 BLACK STEEL ABOVE GROUND DISCHARGE PIPING 0 w '— = Z U • I I• I I PRIMARY EMERGENCY VENT w = Q O H li M I O I, • I I• INTERSTICE SENSOR c s v a • I I • MASTER DISPENSER I I MANWAY STANDARD 3"0 VENT v I% I O I •I I• p •I � F-1 O I----- I SECONDARY EMERGENCY VENT a �---- - ----- -- ------------- 2"0 DOUBLE WALLED UNDERGROUND PIPING ►r------ -- -- - I----- ------- ----� CLOCK GAUGE ° I-0 CI) tU ' V I O I T I • • I I • • SATELLITE DISPENSER v CL 0.04. (� "y •6D' r „ 15 1 ' I • •�• �, I • ' •' + • . Y' - -, . I MASTER DISPENSER •� • W SATELLITE DISPENSER I , a,• • I I • • •, • 1 IL eq .. �/ •I •�•. •• 4. ci AM • . ' .. • ' y Z V ,. , :. .• ... A6,. ,.• I +:. . I I ., ! * .• a •. • �.. ••I 2-0 DOUBLE WALLED UNDERGROUND PIPINGEl I J • I F -I � ISI I +� � •. .: • ..' ; , . •.!, :.• , ` : 1 . ,,.. I a i.�l 1 DIESEL REMOTE FILL CONTAINER ------------------------------------J • • • I 56.00 rl IV c� 0l 10' 20' ------------------------------------J Q' 10' 20' o c o I� _iA SCALE: 1 " = 10' iTVHdSV SCALE: I" = 10' 0 a� 1 PETROLEUM DIMENSION PLAN 2 PETROLEUM PIPING LAYOUT E N 1"=10' 1"= 10' oNN� c MODEL ERIE T1 0E -EM EI ENCY HUT -OFF U rA am L . YI C 2"0 THREADED NIPPLE 2" NORMALLY CLOSED SOLENOID VALVE 2" EMERGENCY SHUT OFF VALVE . _ _ MERGENCY v s 2 >, - - a r EMERGENCY v 2" X 3" THREADED NIPPLE SHUTwOFF l� v 6"0 ROUND SCH 40 STEEL FILLED WITH CONCRETE; PAINT SAFETY YELLOW2 2"0 THREADED NIPPLE2"� "� UNION 90' (BACK TO HORIZONTAL) 2"� THREADED NIPPLE "UT43FF _ — �4 Z 0 L c w a o O v o w 9(' (TURNED DOWN) _ vi M w O a ,,,---2"0 C0 ELASTOMERIC SEALANT 2"0 (EXTEND TO DISPENSER), } ; a y Y 2 0 o U N w YARD OR SLAB SURFACE AS OCCURS « —2 0 THREADED NIPPLE ___: PUSH UTTC3`1�1�� B w L 0 ` FT Q Co Lo —2" BALL VALVE _ ' 2`0 THREADED NIPPLE I I 4 a' TURBINE PUMP p Of e1 INSTALL LEAK DETECTOR TEE AND MECHANICAL LEAK DETECTOR 2 0 THREADED NIPPLE PILLA MODEL T1 0E O (Emergency but -Off) PUSH HUT ON STATIONPUSH' N L g' PROJECT #: 347-017 DRAWN: RMH �J a 24"0 CONCRETE FOOTING OUTSIDE WALL OF TANK 00v�ri V APPROVED: FAB � a a g" NOTE: INSTALL PRESSURE RELIEF DATE: 0318 � X20 PER PEI RECOMMENDATIONS NOTE: SCALE: AS NOTED PUSH BUTTON ASSEMBLY TO BE MOUNTED TO A FLAT STEEL PLATE ATTACHED TO A 2"0 STEEL POST SHEET NAME: PE03 BOLLARD DETAIL (TYPICAL) 4' STP DISCHARGE PIPING DETAIL (TYPICAL) �` EMERGENCY STOP DETAIL SHEET: NO SCALE I NO SCALE p NO SCALE I I 4 n M a E S M E 3 a DISPENSER C*, N PRODUCT f LL Q z N 0 0; J BREAKAWAY ® 3" BLACK STEEL FILL CD w LU w Z y 4k-l; �O A PIPE, CHECK VALVE, AND BALL VALVE y .\O\N�`\` NOZZLE AND SPLASH / GUARD t 0 HOSE REMOTE FILL BOX EXISTING YARD SURFACE C CL Ad m a :3 -0 AS OCCURSZ •L m LO �Q °cv > 3/4" CHAMFER" 8 " THICK 4,000 PSI s6 ALL SIDES (TYP.) 4 REBARS AT 12" c (LQ (V (LM REINFORCED CONCRETE SLAB ! i -H O.C. EACH WAY in co g° .v } O vm o M V V) L O O �Y v•�� SWIVEL °. a � = U •L ?Q o aU-) Ort) � I Jim- N 0 DISPENSER PEDESTAL WITH SUMP SHEAR VALVEo o EXISTING COMPACTED BASE MATERIAL TO REMAIN PRODUCT PIPE ENTRY BOOT 0 o ° ° EXISTING SUBGRADE TO REMAIN j o CONCRETE ISLAND ° o a ° 9° A.CAI ° o d. ° a. d �„-� W� o 4 � TYPICAL DISPENSER DETAIL (PIPE TURNED 90 FOR CLARITY) 5 REMOTE FILL DETAIL (TYPICAL) 6 TYPICAL TANK SLAB EXTENSION SECTION � I-I I-I ,- ) �I N NO SCALE NO SCALE NO SCALE Force, F=AxPxCd s • �, RIGID PIPING SPECIFICATIONS A Area of Item P Design Wind Pressure (psf) .00256xVelocity Squared 2.1 VENT &VAPOR RECOVERY PIPING~l `0 Q, •^^'"-r- Cd Drag Coefficient 2.0 for flat plates, 1.2 for long cylinders A. PIPING: 1. STEEL PIPE: (GALVANIZED) ALL PIPING SHALL SLOPE BACK TO TANKS (1% MIN.). L A% ~ 1.4 rte} Fastest Wind Velocity 170 mph B. HANDLING OF PIPE & FITTINGS: O © Facter Assumed to get to 3-Second Gust 1.214 ALL PIPING INSTALLATIONS SHALL CONFORM TO PIPE MANUFACTURER'S SPECIFICATIONS AND INSTALLATION GUIDELINES. j Therefore 3-Second Gust Is 20fi.3$ mph 1. FIBERGLASS PIPE: PROTECT AGAINST ABRASION FROM SHARP OR HARD OBJECTS; IMPACT DAMAGE FROM IMPROPER STORAGE, TRANSPORTING, LAYING OR BACKFILLING. INSPECT ALL PIPE FOR DAMAGE PRIOR TO USING IN THE PIPING SYSTEM. a j�.j ,_J^_, o w o o Wind Speed Used For Calculation 210 mph 2. STEEL PIPE AND FITTINGS: PROTECT AGAINST DAMAGE TO THE PROTECTIVE COATING. ( '�•/ l"1 Length of Object 35.67 feet 2.2 INSTALLATION REQUIREMENTS: Height of Object 9 feet A. LAYING OF PIPE: 1. INTERIOR SURFACE OF ALL PIPE AND FITTINGS MUST BE FREE FROM DIRT, SCALE, METAL, FIBERGLASS PARTICLES, ETC., BEFORE o /� Area of Object 321.03 sq. feet CONNECTING. .o Wind Pressure 112,$96 Sf p 2. DO NOT SUPPORT PIPING WITH FOREIGN OBJECTS, SUCH AS SCRAPS OF WOOD, PIPE, ETC. USE MAJOR OIL APPROVED PIPING SUPPORT Drag Coefficient Applied 2.00 B. CUTTING OF PIPE: 1. CUT PIPE TO ENSURE A SQUARE CUT END. CUT PIPE END MUST BE WITHIN 1/8" OF SQUARE. Force 72486.01 lbs C. TAPERING & REAMING: Q a� r 1. FIBERGLASS PIPE: ALL CUT ENDS MUST BE TAPERED PER PIPE MANUFACTURER. PROTECT PIPE DURING TAPERING TO PREVENT DAMAGE TO �' Weight Of Object 32370 lbs PIPE. THE FINISH TAPER SHALL BE SMOOTH, CLEAN, AND FREE FROM SURFACE DEFECTS. THE LENGTH OF TAPER FOR 2" DIAMETER PIPEco W 00 Shear Force of Ech Anchor (3,000 psi conc) 22030 lbs IS 1 5/8" AND FOR 3" DIAMETER PIPE IS 1 3/4". FOR OTHER SIZE PIPE, CONSULT PIPE MANUFACTURER'S INSTRUCTIONS. Pull Out Force of Ech Anchor 3 000 SI C011C 14340 IbS (' p 2. STEEL PIPE ENDS ARE TO BE REAMED PER INDUSTRY STANDARDS. E N }, Num be r of Anchors 41. D. BONDING & ADHESIVE SYSTEMS (AMERON FIBERGLASS PIPE): ALL FIBERGLASS PIPE SURFACES TO BE BONDED SHALL BE CLEANED WITH SOLVENT AS RECOMENDED BY MANUFACTURER. APPLY 0 a O a N N Z o Resistance to Lateral Movement $$120 lbs PRESSURE UNTIL MECHANICAL LOCK IS ACHIEVED. BACK AXIAL PRESSURE SHOULD BE MAINTAINED ON ALL PREVIOUSLY ASSEMBLED JOINTS N Resistance to Uplift 89730 TO REDUCE THE CHANCE OF SEPARATION. W o U 2. INSPECT ALL FITTINGS FOR PROPER ALIGNMENT AND POSSIBLE BACK OUT" AT THE JOINTS. lbs 3. FOLLOW PIPE MANUFACTURER'S RECOMMENDATIONS ON CURE TIME BEFORE DISTURBING JOINTS OR TESTING. c Safety Factor to Sliding 1.22 E. THREADED JOINTS: v Safety Factor to Uplift 1.24 THREADED JOINTS MUST BE REAMED AND HAVE CLEAN CUT, PERFECT THREADS AND BE MADE UP WITH NON-HARDENING JOINT COMPOUND N INSOLUBLE IN PETROLEUM PRODUCTS. DO NOT USE ADHESIVE FOR THREADED CONNECTIONS, F. FIBERGLASS TO STEEL PIPE CONNECTIONS: FIBERGLASS THREADED END ADAPTERS ARE TO BE THREADED INTO THE STEEL PIPE OR FITTING BEFORE BONDING ONTO THE FIBERGLASS PIPE. s 11" EMERGENCY SHUTOFF VALVE INSTALLED ALL FLEXIBLE CONNECTORS ARE MADE FEMALE. THE FEMALE END CONNECTS TO THE FIBERGLASS PIPING. DO NOT USE ADHESIVE FOR •L PER MANUFACTURER'S INSTRUCTIONS THREADED CONNECTIONS. ELECTRICAL CONDUITFOR POWER G. SPECIAL FITTINGS: REQUIRED AT EACH DISPENSER POSITION THE VALVE SO THAT THE LINE TEST PORT PLUG IS ACCESSIBLE. 0 H. SETTING & BEDDING PIPE: ELECTRICAL CONDUIT FOR DATA ISLAND SURFACE 1. PIPING SHALL BE PLACED ON PREPARED BED IN SUCH A MANNER AS TO MINIMIZE POINTS AT WHICH ONE PIPE MAY CROSS OVER TANK SADDLE UL-2085 12,000 ANOTHER PIPE. AT POINTS WHERE PIPING MUST CROSSOVER, A MINIMUM OF 4 INCHES MUST SEPARATE THE PIPES. (TYPICAL OF 2) GALLON 2. WHEN PIPING IS PLACED ON THE BED, PROCEED TO "FIRST TEST" (BELOW) PRIOR TO BACKFILLING TRENCHES. rn .a DOUBLE-WALL I. CLEANING SOLVENTS: ABOVEGROUND '. REMOVE ANY ACCUMULATION OR ACCIDENTAL SPILL OF PIPE CLEANING SOLVENTS ON THE TANK IMMEDIATELY WITH A CLEAN CLOTH. AFTER 0 STORAGE TANK PROVIDE 3/4 WEDGE TYPE THE PIPING IS COMPLETE, INSPECT THE CONTAINMENT SUMP AND OTHER COLLECTION POINTS FOR PIPING CLEANING SOLVENTS. J. FLEX CONNECTOR BOOTS: � ANCHORS (RED HEAD TRUBOLT OR BACKFILL ENCASE ALL FLEX CONNECTORS IN AN ISOLATION BOOT WHEN IN CONTACT WITH SOIL OR BACKFILL MATERIAL. MOVE THE ISOLATION TO Z EQUAL) EMBEDDED fi.fi25" INTO MATERIAL INSPECT AND TEST ALL PRIMARY PIPING AND FLEX CONNECTOR. W 0 CONCRETE (TOTAL 4 AT TANK 2-3 TESTING OF PIPING: a o A. NOTIFY THE OWNER'S REP., WHO SHOULD OBSERVE ALL TESTS, AT LEAST 24 HOURS IN ADVANCE OF ANY TESTS. CONTRACTOR TO ci c w LEGS) (SEE NOTE FOR WIND LOAD) SEALING FITTINGS FLEXIBLE CONNECTOR COORDINATE TESTING WITH LOCAL INSPECTORS AND OWNER'S REP. o z PROPOSED 8 THICK (OPTIONAL) B. RESPONSIBILITY: M M fL CONCRETE SLAB THE CONTRACTOR IS RESPONSIBLE FOR ALL LABOR, MATERIAL, AND EQUIPMENT TO CONDUCT PRESSURE TESTS (AIR OR HYDROSTATIC) OF 'Q 0 N w CONTAINMENT SUMP ALL PRODUCT VENT AND VAPOR RECOVERY PIPING. O x x CONDUIT FOR DATA C. TESTING DEVIATIONS: C DO NOT DEVIATE FROM THE FOLLOWING TESTING PROCEDURES. PERFORM ALTERNATE TESTING PROCEDURES REQUIRED BY LOCAL INSPECTORS 0 AFTER OWNER'S TESTS ARE COMPLETED AND DOCUMENTED. N N ' CONDUIT FOR DISPENSER POWER " 1. FIRST TEST (PRIOR TO BACK FILLING PIPE TRENCHES): DO NOT CONNECT PIPING TO TANKS, REMOTE PUMPS OR DISPENSERS. DO NOT ado LO ■ •v, ; e• ,- 2 ELBOW SEAL OR INSTALL SECONDARY CONTAINMENT FITTINGS UNTIL PRIMARY PIPING IS TESTED. TEST THE ENTIRE PIPING SYSTEM, I.E., PRODUCT, 9 • ; , rs . • 4'0.VENT AND VAPOR RECOVERY (WHERE APPLICABLE) IN ACCORDANCE WITH THE FOLLOWING PROCEDURE. 3 0 0 S y '4 , a %`.: ' • ' .� . ,' '` ' -'! '' A. STEP ONE: INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (15 PSI MAXIMUM). APPLY 10 PSIOf cn _ _ _ _ _ PRESSURE TO EACH PIPING SYSTEM. SOAP ALL JOINTS USING APPROVED SOAP SOLUTION. CAREFULLY OBSERVE EACH JOINT FOR O I 11=1 l i=1 I I=1 I I=1 =1 I =1 .-1 1=1 1 1 1 1 1 1 1 I j - NATIVE SOIL ; NEW DOUBLE-WALLED PRODUCT PIPE PRIMARY PRODUCT PIPE EVIDENCE OF LEAKS. B. STEP TWO: PROTECT AREA AROUND PIPING SYSTEMS TO BE TESTED TO PREVENT WORKMEN, PASSERS-BY, ETC., FROM ENTRY. N c�V PROJECT #: 347-017 -II�� INSTALL PRESSURE APPLICATION SYSTEM THAT INCLUDES TWO PRESSURE GAUGES (75 PSI MAXIMUM). APPLY 60 PSI PRESSURE TO s TEST BOOT EACH PRODUCT PIPING PRIMARY SYSTEM ONLY. ALL OTHER SYSTEMS SECONDARY. VENT & VAPOR & TANK TESTS AT 5 PSI MAX..v+ .a DRAWN: RMH J� PRODUCT PIPE ENTRY FITTING RECORD ALL TEST RESULTS. THE CONTRACTOR SHALL BACKFILL ALL TRENCHES TO SUBGRADE. WIND LOAD: D. TESTING EQUIPMENT: 0 APPROVED: FAB 1. FLORIDA BUILDING CODE 2017 AND ASCE 7-10 TEST LINES USING PETRO TITE HYDROSTATIC LINE TESTING EQUIPMENT OR APPROVED EQUAL. TEST FLUID SHALL BE ASSIGNED PRODUCT, 2. ROOF LIVE LOAD - N.A. NOTE: DIESEL FUEL. CONTRACTOR TO COMPLY FULLY WITH THE PROCEDURE MANUAL FOR THE OPERATION OF LINE TESTER. TEST PRESSURE SHALL DATE: 03/18/20 3. IND - 1 0 MPH. TANK AND APPURTENANCES WEIGH APPROXIMATELY 32,370 LBS. BASED BE (1.5 TIMES OPERATING PRESSURE - 150%) FOR A REMOTE PUMP SYSTEM WITH AN ALLOWABLE TOLERANCE OF 0.010 GAL/HR. ISK CATEGO Y - II ON WIND LOAD FOR SAINT LUCIE COUNTY AT 170 MPH PER ASCE 7-10 E. VENT LINES (NO PHASE II VAPOR RECOVERY): SCALE.. AS NOTED 5. INTERNAL PRESSURE COEFFICIENT - N.A. TANK IS STABLE WITH A FACTOR OF SAFETY IN EXCESS OF 1.1 UNLESS REQUIRED BY LOCAL AGENCY, NO SECOND TEST REQUIRED. 6. COMPONENTS AND CLADDING - ASSUME 81 PSF. F. VENT LINES AND VAPOR RECOVERY PIPING (WITH PHASE II VAPOR RECOVERY): 7. SOIL CAPACITY 2000 PSF ASSUMED. CONTRACTOR IS RESPONSIBLE FOR VENT AND VAPOR RECOVERY PIPING SYSTEMS PASSING ANY LOCALLY IMPOSED TESTS. SHEET NAME: 8. TANK WEIGHS APPROXIMATELY 32,370 LBS. 9. TANK IS STABLE WITH A FACTOR OF SAFETY >1.1 WITH ANCHORAGE. PE04 1 TANK WIND LOAD AND ANCHORING 2 DISPENSER SUMP DETAIL (TYPICAL) 3 NOTES SHEET: NO SCALE NO SCALE NO SCALE 5