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HomeMy WebLinkAboutCOMA2025-003536 ..25 003536 AV S RENT A CAR" ...... _ ., ,w„ ..... RECIVED 09/16/2Q25 617 E DALLAS RD REPLACE ABOVE -GROUND FUEL TANK �.. SUITE # eAs ..._.�. � ! � ' � �' vxrrr•.r y:r.. � i tie 1 r:' f 7, r • F,t � y.;y f 7 � �F-.' ! 7 t+,i +. t rt'; i i v::. Ji r v � � � 4` i. i ., i+«: ( t ..••r ", L};. { I . < r.!+ t'.. '. Y� t', =f 1 'oft f f �.' e! t [t AsF L 4 't t " ` all t., � f i:,n rv, � �. i r a' r � rr:r s r, r I v! ` v : t '� r - i r rr ' M+r � tt � # ' r : 'Si [ >•S4 s [ u v ' f r � i ' "r Yj: i- �' c� ta'• a' =tt '.t:-.�;;�w r tt�� "�aµs.� t:: i �ti ir" � err � t '11a rt` _,r t,,. 4!z :.:.f":�0.:,t e�t;�: • n� r , ; ��" #' �, � -, # {f 1 # #' � - it itr � x , # C )", t -C F".. it Rt'". t )f—i 1" 4! :!F 2 i) r. Iii t!`+ lary 3F/ [; 4 �i" 1' {t tit v� / in+' (! (' )s FX1 h. •�. 4�'"�" 1 r ., : i r�" { , : � e , c : ;t i r +�t � r i .s r ".� " x � i � � x.• # r ; t , . :"'; ,. rr a r i�C, «. Irr � -t t ; r rt s x' ., , : u•w� a ` it r � xi _� i s, r r. .,� � a r �, � � ��.; i � .: a �,• y .. r a � itn^ � � _ � , � 1 i # T {i. jab " V-1771TUMMI-M •• Box 95104 Grgevine, T.xas 76099 r .. ADDRESS i Dallas Rd. Grpneviie, TY 7601 LEGAL Connell -Campbell Addition Blk 1 Lot 1 S Avis Budget Car Rental Group Building Commercial Alteration Project # 25-003536 Project Description: Replacing an old above -ground fuel tank with a new above -ground ."AvisBudget Car Re [ELECTRONIC REVIEW] Issued on: r.. at 8:53 AM INSPECTIONS 1. Special Inspection 2. Building Energy Code INFORMATION FIELDS —APPLICANT NAME (individual) "*APPLICANT PHONE NUMBER APPLICANT E-MAIL PERMITL *NAME OF BUSINESS James Kmiec VALUATION K & G Contracting Servic es, Inc. What is use of Building/Structure? (713) 864-3820 * CONSTRUCTION TYPE • James Kmiec K& Contracting DOCUMENTS ® ISC 01 Services, Inc. DOCUMENTS - MISC 02 (71) 864-3820 * ZONING DISTRICT OWNERS APPROVED TO ISSUE ELECTRIC • Co Inc Etal Tuffli FEE TENANTS Building Permit Fee (Value) • Avis Budget Car Rental Group TOTALS READ AND SIGN E 41. Building Final James Kmiec 713-864-3820 Avis Budget Car Rental 227983 o Building. Tank will hold fuel for rental cars. V B City of Grapevine Building Permit Alication.df G Services- Grapevine.pdf I YES TOTAL PAID DUE $ 2,050.00 $2,050.00 $ 2,050.00 ,fillii .;t. r r rr $2,050.00 $0.00 Page 1/2 MYGOV.US 25-003536, 10/14/2025 at 8:53 AM Issued by: Amanda Robeson r r- ■ r i # t FIIaITIVII III. x r THE DESIGN PROFESSIONAL / OWNER IS RESPONSIBLE FOR OBTAINING SUCH APPROVAL FROM THE I APPROPRIATE Signature City of Grapevine Building- Commercial Alteration Project # 25-00356 NOTICES 1) ALL work must be done in compliance with the 2021 INTERNATIONAL BUILDING CODE. **ALL work ISSUED prior to January 1, 2024, must be done in compliance with the 2006 INTERNATIONAL BUILDING CODE. ) City Approved Stamped Plans must be on -site for ALL INSPECTIONS. 3) Project address must be clearly posted at the job site. NOTES > 24 HOUR INSPECTION METRO (17) 410- 010, CUT OFF TIME O . INSPECTION IS 7:30 A.M. --- CUT OFF TIME FOR P.M. INSPECTION IS 12:30 P.M. > PERMIT ISSUED IN IT APPLICATION I IN THISOFFICE. 'ir ' • c r �i ■ � ■ a i � � Er i ■i Page 2/2 MYGOV.US 25-003536, 10114/2025 at 8:53 AM Issued by: Amanda Robeson GENERAL NOTES 1 ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK. 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS 3, THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED, THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. AST REMOVAL NOTES 1. CONTRACTOR TO REMOVE ONE EXISTING 2,000-GALLON DUAL COMPARTMENT AST STORING GASOLINE AND DIESEL AND FIVE LUBE OIL ASTS IN CONTAINMENT DIKES (TWO 500-GALLON AND THREE 300-GALLON.) 2 PRIOR TO REMOVALS CONTRACTOR TO NOTIFY THE TEXAS COMMISSION OF ENVIRONMENTAL QUALITY OF INTENDED PROJECT. 3 CONTRACTOR SHALL REMOVE ANY REMAINING PRODUCT AND RINSE EXISTING ASTS AND CONTAINMENT DIKES. 4. EXISTING FUEL DISPENSERS TO BE REMOVED 5 REMOVE AND DISPOSE OF ALL EXISTING TANK TOP EQUIPMENT. RECEIVED: 09/16/2025 25-003536 "AVIS RENT A CAR" 617 E DALLAS RD REPLACE ABOVE -GROUND FUEL TANK st; .».. EXISTING ELECTRIC PANEL PAVED OFFICE PARKING AREA PAVED PARKING AREA D r D x MAINTENANCE GARAGE EXISTING MOTOR OIL REELS EXISTING SITE PLAN �1 SCALE: NTS EXISTING 2 000-GALLON DUAL COMPARTMENT AST TO BE REMOVED TWO EXISTING 500-GALLON LUBE OIL ASTS IN CONTAINMENT DIKE TO BE REMOVED. THREE EXISTING 300-GALLON LUBE OIL ASTS IN CONTAINMENT DIKE TO BE REMOVED. i Q Z a w a< C) w z F a w W w ._i llfi_ SAB ;�-ITEM --„6.._ ASSHGWN _,;,I-:,, ...:1..',.-:-'�;i.I ';I GASOLINE _ _ ,.: - - .L ,.-:-. i.,''., V .. INSTALLATION SITE PLAN Au S1: GENERAL NOTES ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK, THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS. THE DRAWINGS, INSTRUMENTS OF THEARCHITECTSPREPAREDCATIONS AND OTHER DOCUMENTS RCHITTECTS OR ENG NEER'S SERVICE FOR USES ARCHITECT BY THE SOLELY WITH E RESPECT TO THIS PROJECT. . AND UNLESS E OTHERWISE PROVIDED, THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. BRIEF SCOPE OF WORK FOR GASOLINE AST 1 INSTALL CONCRETE TANK PAD (8" THICK) AND DRIVE PAD (6" THICK) AS SHOWN ON DRAWINGS WITH THICK 4,000 PSI CONCRETE WITH ONE (1) LAYER OF #5 REBAR AT 12" EACH WAY. 2 INSTALL VEHICLE PROTECTION BOLLARDS AS SHOWN ON DRAWINGS. 3 INSTALL OWNER SUPPLIED, 2.000-GALLON UL 2085 DOUBLE -WALL STEEL AST STORING GASOLINE AS SHOWN ON TANK PAD IN ACCORDANCE WITH OWNER AND MANUFACTURER SPECIFICATIONS AND ALL APPLICABLE REGULATIONS, CONTRACTOR TO RECEIVE 12,500 POUND TANK ONSITE WITH PROPERLY SIZED CRANE 4. CONTRACTOR TO INSTALL NEW EVO MONITORING PANEL, 5. CONTRACTOR TO INSTALL ALL OWNER SUPPLIED EQUIPMENT FOLLOWING MANUFACTURER INSTRUCTIONS. 6, ALL ABOVEGROUND PIPING SHALL BE 1 1/2" STEEL SCHEDULE 40 WITH APPROPRIATE FITTINGS, PIPING TO BE PAINTED TO MATCH AST 7 ALL ABOVEGROUND PRODUCT PIPING 8. ONE(SHALL FOLLOWING 1) NEW WAYNE SELLECT DISPE SERIS TO BE INSTAL ED ON A NEW DIISPEPEDESTALNSER DESENGINEERING PRACTICES PEDESTAL 9. CONFIRM THAT DISPENSER IS OPERATIONAL AND CALIBRATED. 10 ANCHOR AND GROUND TANK INTO CONCRETE AT TANK SUPPORTS. 11 CONTRACTOR SHALL CONNECT DISPENSER, STP HIGH LEVEL ALARM. EMERGENCY STOP, ELECTRONIC INTERSTITIAL LEAK SENSORS, TANK PROBES, ELECTRONIC SOLENOID VALVE AND EVO MONITORING SYSTEM USING NEW ELECTRICAL WIRING, CONDUIT TO BE RUN IN BEST POSSIBLE ROUTE. EVO WIRE TO BE NEW SHIELDED 12.CBELDENT ALL OTHER ONTRACTOR TO WIRING SYSTEM (TANK•PIP PIPING, DISPENSER, THWN STRANDED CONDUIT EVO, ETC.) PRIOR TO USE, SEE REP FOR BE PVC IN NON-EXPLOSIVE AND PVC COATED IN EXPLOSIVE AREAS FOR DETAILS 13 INSTALL DECALS AND SIGNAGE PER NFPA 30 REQUIREMENTS 14 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, OSHA RULES, AND ALL APPLICABLE CODES THAT INCLUDE THE 2024 IBC (INTERNATIONAL BUILDING CODE), 2023 NEC (NATIONAL ELECTRIC CODE), AND THE 2024 NATIONAL FIRE PROTECTION AGENCY (NFPA) 30 AND 30A 15 CONTRACTOR SHALL KEEP THE JOB SITE FREE OF DEBRIS AND PERFORM FINAL CLEAN UP TO SATISFY THE OWNER, 16 CONTRACTOR SHALL SUPPLY TWO (2) FIRE EXTINGUISHERS DURING CONSTRUCTION. ITSEE ATTACHED EQUIPMENT LIST FOR ALL OWNER SUPPLIED EQUIPMENT, ALL OTHER EQUIPMENT SHALL BE SUPPLIED BY CONTRACTOR CONTRACTOR TO INVENTORY ALL OWNER SUPPLIED EQUIPMENT UPON RECEIPT AND NOTIFY JD2 OF ANY DISCREPANCIES 18 ANY EARTHEN, LANDSCAPED, CONCRETE, ASPHALT OR BUILDING SURFACES THAT ARE DISTURBED, DAMAGED OR DESTROYED DURING THE CONSTRUCTION SHALL BE RESTORED TO NEW CONDITION BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER, DUMPSTER ENCLOSURE ` NEW ELECTRIC PANEL FOR EVO TANK PAVED MONITORING PANEL FUELING SYSTEM PARKING 2000-GALLON UL 2085 AREA DOUBLE -WALL STEEL AST STORING GASOLINE m D D A U) EXISTING ELECTRIC PANEL z 500-GALLON UL 142 DOUBLE -WALL - i oI STEEL AST STORING USED OIL PAVED OFFICE MAINTENANCE _ D PARKING GARAGE AREA -� 500-GALLON UL 142 DOUBLE -WALL r r STEEL AST STORING MOTOR OIL U) 500-GALLON UL 142 DOUBLE -WALL EXISTING MOTOR OIL STEEL AST STORING MOTOR OIL REELS TO BE REPLACED SITE PLAN q� GASOLINE AST INSTALLATION SITE PLAN , S2 j SCALE: NTS It c. Ir Ft__ - - 0 q Pn(aseMua' Ek; PG 6 L'SAB ;,-PEM AS SHOWN GASOLINE AST INSTALLATION SITE PLAN WA GENERAL NOTES 1. ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS, 3 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECTS OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED, THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. ;PZ z �PHIE&EYwTRKINGVENT OPIT72 , i • • • • ` z T.",PRoeE_., /PRIIJARYEMERGENCY SENT / —PRODUCT LENELDANGE a l l o y / GASOLINE HNELT FILL IN SVILL BUCKET I FAC PONY wTERenrwL • \ criEkcErvc+LVENr VALVE PAD 5w095X 22TONIA SPILL BCIKETTrn BE ioneo -----��j /cif � • 1 V W y /TANK STAIRS - TANK W 0INTERSTITIAL u • WI TH LEAns 2G-GAT LON RL_ 5 Q DOUBLE -WALL STEEL AT 10. Z O 5'-0" TOR IN cnsouNE TANK b P=_ruo auwo ___ • PhD Sac,E STE-LpIVAPOR RECOVERY NI2"- O �PING I'H AND °VAP-ADAPP ER _ zo �• / /t • •-nao�uEVAPOR AEOILR1n�" 'TINcrO _u7Il oo U6lV) /' \ eE corviewEo usu�rPPE EIn Ne - PwoDA, rvozne �\. D TO osEPtcrE-rto' MATCH ENTERNH GRADEE4 Don TANK ON MA oN"PEDESTAL "CONSEET ENE LAVER 45 BARS rz• ITEEN CEN I ER EACH wnv IND NO MORE THAN n APaRT ON CENTER �\ I..", _ < ��� 2owxe-u°xccDNcuErE DRIpE Pao ro DRIVE Z. MATcn Exisnne ,RAGE,.I,noo si N —..----------91'-10" TANK LEGNTH---------- cONCREre ONE LAVER us SAKE iz aN PAD � y Df C) _ 20'-0" TANK &DRIVE PAC '--_ ---'— - =�,,C9`=`�=---- uj(9 ^ A \GASOLINE TANK PLAN r " �— S9 SCALE: NTS sAe PEM AS SHOWN GASOLINE AST i, _ INSTALLATION .. - .. r, - PART PLAN AND DETAIL S3 GENERAL NOTES 1, ALL DIMENSIONS ARE TO BE FIELD -VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS, 3 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECTS OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED, THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. PRIMARY WORKING VENT i — Y HOSE RETRIEVER SOLENOID VALVE (UV871-WI 1 J 1. u PRIMARY EMERGENCY £VENT PRODUCT LEVEL GAUGE J TANK PROBE W _ R FILL WITH OVERFILL PREVENTION V BALL VALVE _ VALVE IN SPILL BUCKET J IjJ�fj iE PETROL !. PRODUCTPUMP %' v O IF STAGE I VAPOR - INTERSTITIAL III I II ' I RECOVERY _, q LIQUID SENSOR I � I � ({ypj jyRL INTERSTITIAL WGPKING VENT TANK STAIRS I I - INTERSTITIAL EMERGENCY O VENT Z" RETRACTOR REEL GALVANIZED STEEL PIPE I s", -) Q II LIJ aN �1 I 0 SECURE PEDESTAL TO CONCRETE' 1` _ L OB"C " S, ANCHORBIJLTS I f m SHEARVALVE DISPENSER PEDESTAL�J� ' (FAIRFIELD INDUSTRIES) FLEX CONNECTOR (SUPPLIED BY CONTRACTOR) A SECTION VIEW LL' 1 FUELING SYSTEM S4 /SCALE: NTS �� AS SHOWN PI C,,`.I; i.�," -•� i' -.- 'I'_ ,_,. FUELING=SYSTEM DETAILS S4 GENERAL NOTES 1 ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS. 3, THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED. THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT. NOTES SITE GRADING, CONCRETE, AND ASPHALT PAVEMENT 1 CONTRACTOR SHALL SAW CUT AND REMOVE PORTIONS OF EXISTING PAVEMENT FOR WORK. CARE MUST BE EXERCISED BY CONTRACTOR IN REMOVAL TO MAINTAIN STRAIGHT AND SMOOTH TRANSITION LINES BETWEEN THE EXISTING AND NEW WORK. 2 CONTRACTOR SHALL PROVIDE THE NECESSARY SHORING, SHEETING OR BRACING AS REQUIRED BY OSHA AND OTHER APPLICABLE REGULATORY AGENCIES FROM ANY TRENCHING. 3 CONTRACTOR SHALL REMOVE ALL BROKEN WASTE CONCRETE FROM SITE IN A LEGAL MANNER, EXCAVATE, AND DISPOSE OF ALL EXCESS AND/OR UNSUITABLE SUBGRADE MATERIAL. ALL SUBGRADES SHALL BE COMPACTED TO 98% MAXIMUM DRY DENSITY LL I (ASTM D-698). 4 CONTRACTOR SHALL PROVIDE SUITABLE FILL / SUB BASE MATERIAL TO BE A MINIMUM iA" BACKER ROD OF 6" COMPACTED SAND OR CRUSHED GRAVEL CUSHION BELOW ALL NEW CONCRETE SLABS (INCLUDING REPLACEMENT), FOOTINGS, ASPHALT PAVING, AND WALKWAYS). CONCRETE PAD OR APRON ENSURE ADEQUATE PROTECTION AND DEWATERING TO PREVENT MOISTURE FROM PERMANENTLY CONNECT EACH TANK TO GROUND ROD USING #8 GA \ MIN SOLID COPPER WIRE REINFORCED CONCRETE TANK SLAB. #5 BARS @ 12" ON CENTER EACH WAY a._o. tx COMPACTED APPROVED BACKFILL GROUNDING ROD 8LONG AT MINIMUM, COPPER CLAD LOOCATE TO MINIMIlE TRIP HAZARD ACCUMULATING ON SUB BASE AND IN EXCAVATIONS. / g'� SAWCUT (DUMMY- JOINT) DETAIL 5 FILL I BASE MATERIAL SHALL MAINTAIN A PLASTIC INDEX NOT TO EXCEED 20 AND A LIQUID LIMIT NOT TO EXCEED 35 MATERIAL SHALL BE COMPACTED TO AT LEAST 98 % \ S5 SCALE: NTS MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT ACCORDING TO ASTM D-698, —� AND SHALL BE FREE FROM DIRT, CLAY BALLS, AND ORGANIC MATERIAL CONCRETE WORK 1. CONCRETE SHALL BE READY -MIXED, REINFORCED (ASTM A-615 GRADE 60, UNCOATED REINFORCING STEEL FREE FROM RUST) AND HAVE A MINIMUM 28-DAY COMPRESSIVE COAT EDGES OF / A 1 TANK ANCHORING AND GROUNDING DETAILS \ S5 / SCALE. NTS 2" SURFACE COURSE HOT MIX ASPHALT STRENGTH OF NOT LESS THAN 4,000 PSI. WITH 4 43 /o ENTRAINED AIR, MAXIMUM AGGREGATE SIZE OF 1 3' AND A SLUMP OF 2" TO 4", WATER/CEMENT RATIO SHALL BE CONCRETE WITH ASPHALTIC SEALANT 24 BINDER COURSE HOT MIX ASPHALT a COMPACTED GRADED BETWEEN 0,45 AND 0 47 WITH A MINIMUM OF 564 POUNDS OF CEMENT PER CUBIC YARD AGGREGATE BASE COURSE OF MIX 2 CONCRETE TANK PADS ARE GENERALLY INSTALLED WITH A SLIGHT CROWN TO DIVERT 8" TANK PAD - WATER AWAY FROM THE TANK SADDLES, THE TANK PAD IS TO MATCH THE - - SURROUNDING CONCRETE SURFACING WITH NO SIGNIFICANT CHANGES TO GRADING IN THE TANK AREA a° AGCREcgTE --' - IT 3 FUELING AREA SHALL BE GRADED TO DRAIN, BASE COURSE 4 DOWEL BARS SHALL BE INSTALLED WHERE NEW CONCRETE JOINS EXISTING. DOWELS SHALL BE 24" LONG #6 REBAR. PLACED AT 18" CENTERS AND EPDXIED INTO THE SUBGRADE BENEATH FLEXIBLE EXISTING CONCRETE EXTEND COMPACTED AGGREGATE PAVEMENT SHALL BE 5. ALL EXPOSED CORNERS SHALL BE CONSTRUCTED WITH A 3/4'= CHAMFER easE COURSE 1r BEYOND LIMITS OF CONCRETE VI COMPACTED TO A VISUALLY FIRM ASPHALT CONCRETE PAVING 1. CONTRACTOR SHALL GIVE THE ASPHALT PAVING BASE A 100! COVERAGE OF ASPHALT CEMENT PRIME COAT AT APPROXIMATELY 0 25 GALLONS PER SQUARE YARD. 2 CONTRACTOR SHALL ENSURE THAT THE MINIMUM PAVEMENT SECTION SHALL CONSIST OF NO LESS THAN 41' OF ASPHALT CONCRETE OVER 8" OF GRADED AGGREGATE BASE. 3 THE ASPHALT PAVING SHALL BE 4r THICK, MINIMUM 2" THICK ASPHALT WEARING COURSE WITH MINIMUM 2.'S" BINDER COURSE 4 THE HOT ASPHALT PAVING MIX MATERIAL USED SHALL BE PLANT MIX, LONG LIFE, HEAVY TRAFFIC RATED, 100% CRUSHED STONE OR LIMESTONE AGGREGATE THE ASPHALT BINDER SHALL CONSIST OF`UI' NOMINAL DENSE GRADED MIX, THE ASPHALT WEARING COURSE SHALL CONSIST OF3,4" NOMINAL DENSE GRADED MIX 5 MAIN PAVEMENT AREA RECEIVING THE HOT ASPHALT MIX SHALL BE SPREAD AND STRUCK -OFF WITH A PAVER AFTER IRREGULARITIES ARE CORRECTED, COMPACTION BY A ROLLER SHALL BE PERFORMED WITHOUT DISPLACEMENT OF ASPHALT MATERIAL COMPACTION SHALL ALSO BE PERFORMED USING VIBRATING PLATE OR HAND TAMPING TOOLS WHEN NEEDED. 6 CONTRACTOR SHALL ENSURE PROPER FINISHING TO MATCH EXISTING SURFACES. TO ENSURE PROPER DRAINAGE TO EXISTING SURFACES, THE ASPHALT SURFACES SHALL BE COMPACTED ADEQUATELY TO PREVENT SURFACE DISPLACEMENT DUE TO TRAFFIC COMPRESSION AND PONDING OVER TIME, AND STABLE CONDITION IN THE PRESENCE OF THE ENGINEER, PROVIDED A FIRM AND STABLE CONDITION CANNOT BE ACHIEVED, SUBGRADE SHALL BE EXCAVATED AN ADDITIONAL W AND RE -COMPACTED NEW SUBGRADE SHALL RECEIVE 6" of SELECT GRANULAR FILL AND COMPACTED TO 95°% MODIFIED PROCTOR DENSITY AT THE DIRECTION OF THE ENGINEER, SURFACE OF SELECT FILL SHALL RECEIVE ONE LAYER OF TENSAR BX1200 (IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS) PRIOR TO PLACING GRADED AGGREGATE BASE COURSE AND PAVEMENT SECTION SHOWN % E `I ASPHALT PAVEMENT SECTION AND PAVEMENT JUNCTURE DETAIL \ S5.) SCALE: NTS TANK SLAB REINFORCEMENT DRIVE SLAB REINFORCEMENT #5 REBAR 12" O C EACH WAY #5 REBAR IT O.0 EACH WAY CENTERED IN SLAB CENTEREDINSLAB COMPACT INSITU MATERIALS TO A VISUALLY FIRM AND STABLE CONDITION ^ SUBGRADE MATERIAL THAT CANNOT BE ROLLED TO A FIRM IN THE PRESENCE OF THE ENGINEER. ` AND STABLE CONDITION SHALL BE REMOVED TO 8" BELOW THE BOTTOM OF THE CONCRETE AND REPLACED USING DGA, "F CONCRETE SLAB REINFORCEMENT DETAIL S5 SCALE:NTS - _L 12" 12" CCG \CONCRETE CORNERtv1iTER DE, AiL S5 % SCALE: NTS POLY COVER /— TROWELLED DOME OVER BOLLARD 6"O SCH- 10 STEEL—, PIPE, CONCRETE 4� FIL TROWELLED DOME FINISHED f --- `-_-__- - GRADE SURFACE AROUND TANK APRON �— APPROVED 18"O SONO TUBE 30" 3' MIN BACKFILL x LONG CONCRETE--�� � _ FILLED \ , T-3" i D 11 TYPE 1 BOLLARD DETAIL \ S5 / SCALE: NTS SIKAFLEX IC SELF LEVELING SEALANT, ENSURE ADHESION TO BOTH FACES OF CONCRETE y- _. ?;y-_CONCRETE /COMPLETE CUT AND REMOVE EXISTING PAD AS NEEDED i0 THE NECESSARY i-�2 `-� WORK REMOVE AND DISPOSE OF EXCAVATED MATERIALS LEGALLY BACKER -ROD 5/ OFFSITE BACKFILL ONLY WITH APPROVED BACKFILL AS SPECIFIED THIS SHEET. INSERT 24" LONG #6 DEFORMED . STEEL DOWEL BARS INTO EXISTING CONCRETE ATT 18" ON CENTER AT SAWCUT AND EPDXY INTO PLACE CONSTRUCT NEW SLAB PER THE THICKNESS SHOWN USING 4,000 PSI CONCRETE ALL DEFORMED 3/4" THICK ASPHALT IMPREGNATED FIBEROUS JOINT REBAR AT 12" ON CENTER EACH FILLER I" FROM SURFACE TO BOTTOM OF JOINT DIRECTION, TIED AT EACH INTERSECTION SUPPORT REBAR USING APPROPRIATE CHAIRS AS G ) EXPANSION JOINT DETAIL NEEDED TO MAINTAIN EQUAL REINFORCEMENT DEPTH ACROSS \mil SCALE: NTS ENTIRE SLAB CONCRETE JOINTING TO BE USED WHERE H \NEW CONCRETE ADJOINS EXISTING CONCRETE \ S5 J SCALE: NTS i R ra L'ySAB PEM" AS SHOWN CONCRETE DETAILS a GENERALNOTES t, ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK. 2. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS 3 THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED, THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW; STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT ` u II�III GASOLINE cnNrElvT iAeeL —`f 000-GALLONS L� B..RSF. FAR 6p��DLABELr F T�1� (q \ TANK SIGNAGE �S6 ,) SCALE: NTS aaun F, rIIA %_,Poor / WORKING/ NORMAL VENT DETAIL S6 SCALE: NTS (H ll OVERFILL PREVENTION VALVE �S6 / SCALE: NTS N 0,,fil Henn When Aland Sounds Tank 1, Full b HI Irl Hw r / B � OVERFILL ALARM SIGNAGE \\S6 SCALE: NTS mo ,E (EM`Eft pEN pV eL., i_ � urarr U %C EMERGENCY FUEL SHUTOFF SIGNAGE \, S6 SCALE: NTS r cai„uu:eo /% s ra mra , \ as IK 1 j F l BURIED HH RETRACTOR PIPE 1, S6 / SCALE: NTS ( j \ OPERATION SIGNAGE S6 SCALE: NTS D \ DETAIL DRIVER WARNING SIGN '\ S6 / SCALE: NTS INCASE OF SPILL ZE, EMERGENCY PROCEDURE SIGN DETAIL SCALE: NTS C W ¢ Q C) LU rr; r -1 'SAS PEM ASSHOWN I' �E,di,. GASOLINE AST _ a': - - - _il,'. _ - -- DETAILS :,'_ :" S6 GENERAL NOTES 1 ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK. 2, THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS 3. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED. THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT BRIEF SCOPE OF WORK FOR LOBE OIL AST UPGRADES INSTALL THREE (3) OWNER SUPPLIED, 500-GALLON UL 142 DOUBLE -WALL STEEL ASTs (TWO STORING MOTOR OIL AND ONE STORING USED OIL) AS SHOWN ON EXISTING CONCRETE PAD IN ACCORDANCE WITH OWNER AND MANUFACTURER SPECIFICATIONS AND ALL APPLICABLE REGULATIONS CONTRACTOR TO RECEIVE 1,300 LB TANKS ONSITE WITH PROPERLY SIZED EQUIPMENT CONTRACTOR TO INSTALL ALL OWNER SUPPLIED EQUIPMENT FOLLOWING MANUFACTURER INSTRUCTIONS, CONTRACTOR TO INSTALL NEW SOLENOID AIR SHUTOFF VALVE FOR THE USED OIL EVAC PUMP, SO THAT THE USED OIL EVAC PUMP SHUTS DOWN AT 95%TANK CAPACITY IWILL REQUIRE CONDUIT AND WIRING CONNECTING TANK PROBE, EVO AND SOLENOID VALVE). ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL LOCAL CODES, OSHA RULES, AND ALL APPLICABLE REGULATIONS EXISTING AIR AND PRODUCT LINES TO BE REUSED CONTRACTOR SHALL PROPERLY TEST ALL PIPING FOLLOWING MANUFACTURER SPECIFICATIONS AND ALL APPLICABLE LAWS AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. CONTRACTOR SHALL LABEL ALL PRODUCT PIPING REELS AND DISPENSING GUNS BY PRODUCT, USED OIL EVAC PUMP AND NEW I SOLENOID AIR SHUT OFF VALVE, VALVE WILL REQUI RE NEW WIRING AND CONDUIT MAINTENANCE GARAGE MOTOR OIL PUMP PRODUCT LEVEL GAUGE 1, 10,E I TANK PROBE. WILL REQUIRE NEW ' WIRING AND CONDUIT PRIMARY WORKING VENT PRIMARY EMERGENCYVENT INTERSTITIAL 11" EMERGENCY VENT MOTOR OIL FILL IN SPILL BUCKET MOTOR OIL PUMP TANK PROBE, ILLREQUIRENEW WIRING AND CONDUIT TANK PROBE, WILL REQUIRE NEW WIRING AND CONDUIT PRIMAR4, WORKING VENT 0 0- 0 v MOTOR OIL FILL IN, SPILL BUCKET PRODUCT LEVEL GAUGE INTERSTITIAL EMERGENCYVENT PRIMARY EMERGENCY VENT PRIMARY WORKING VENT c I' Cl 500-GALLON UL 142 DOUBLE -WALL H- INTERSTITIAL LEAK SENSOR WILL STEEL AST STORING MOTOR OIL REQUIRE NEW WIRING AND CONDUIT 500-GALLON UL 142 DOUBLEWALLSTEEL AST STORING USED OIL i USED OIL INLET FROM EVAC PUMP PRODUCT LEVEL GAUGE USED OIL PUMPOUT IN SPILL BUCKET INTERSTITIAL WORKING VENT AND LEAK SENSOR TO BE COMBINED WITH T-PIPE FITTING SENSOR WILL REQUIRE NEW WIRING AND CONDUIT PRIMARY EMERGENCY VENT INTERSTITIAL EMERGENCY VENT INTERSTITIAL WORKING VENTAND LEAK SENSOR TO BE COMBINED WITH T-PIPE FITTING SENSOR WILL REQUIRE NEW WIRING AND CONDUIT 500-GALLON UL 142 DOUBLE -WALL STEEL AST STORING MOTOR OIL EXISTING CANOPY (-A \ MOTOR OIL AND USED OIL ASTS PARTIAL SITE PLAN ll57 SCALENTS IT I Eoe,�,�N��AT�o��s TIE y _s„LL L t e \MOTOR OIL PUMP DETAIL C VENTAND SENSOR MODIFICATION DETAIL / D \USED OIL PUMP DETAIL S7l SCALE: NTS �, S7 / SCALE: NTS `,,S7 / SCALE: NTS USED IF NOT ENOUGH TANK OPENINGS EXIST GENERAL NOTES 1 ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK. 2, THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS 3. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED. THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS. INCLUDING THE COPYRIGHT. 2,000-GALLON UL-2085 DOUBLE -WALL STEEL AST STORING GASOLINE TANK PROBE (COMM) LIQUID SENSOR (COMM) PUMP (POWER) SOLENOID VALVE (POWER] T GASOLINE FUEL DISPENSER (POWER) TWO (2) SPARE CONDUITS WITH PULL STRING POWER RUN FROM NEW HIGH AND LOW ..............................T ELECTRIC FUELING PANEL VOLTAGE CONDUIT AND WIRING LIQUID SENSOR EMERGENCYSTOP (POWER) WIRE TRAY - - - - - - - - - - - - - - - I EVO TANK MONITORING PANEL dpI �I GASOLINE TANK ELECTRIC PLAN A \ GASOLINE TANK ELECTRICAL PLAN \ S8 SCALE:NTS I E' I EVO TANK MONITORING PANEL ( 14 I I! i ,k EXISTING USED OIL EVAC PUMP AND NEW SOLENOID j AIR SHUT OFF VALVE,VALVE WILL REQUIRE NEW WIRING AND CONDUIT �J TANK PROBE, (COMM) i o 5 I Io I. 500-GALLON UL 142 DOUBLE -WALL ' STEEL AST STORING MOTOR OIL ( LIQUID SENSOR (COMM) I TANK PROBE (COMM) 500-2 ALLON UL 142 DOUBLE -WALL STEEL_ AST STORING USED OILI LIQUID SENSOR V I (COMM ) 0 TANK PROBE (COMM) 500-GALLON OIL 142 DOUBLE -WALL STEEL AST STORING MOTOR OIL LIQUID SENSOR(COMM) = (B \� MOTOR OIL AND USED OIL TANK ELECTRICAL PLAN \8 J SCALE: NTS GENERAL NOTES 1 ALL DIMENSIONS ARE TO BE FIELD- VERIFIED AND ANY DISCREPANCIES ARE TO BE REPORTED ARE TO BE REPORTED TO THE ARCHITECT OR ENGINEER PRIOR TO BEGINNING ANY WORK. 2. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE DRAWINGS 3, THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT OR ENGINEER FOR THIS PROJECT ARE INSTRUMENTS OF THE ARCHITECT'S OR ENGINEER'S SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND UNLESS OTHERWISE PROVIDED. THE ARCHITECT OR ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT ELECTRICAL NOTES I ELECTRICAL INSTALLATION SHALL COMPLY WITH NATIONAL ELECTRICAL CODE ARTICLE 501 AND 514 AND ALL AGENCIES HAVING JURISDICTION 2 ELECTRICAL CONTRACTOR SHALL FILE PLANS PAY FEES AND OBTAIN APPROVALS AND PERMITS FROM ALL AGENCIES HAVING JURISDICTION. NO WORK SHALL BEGIN UNTIL ALL APPROVALS AND PERMITS HAVE BEEN OBTAINED ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE JOB SITE TO DETERMINE THE EXISTING CONDITIONS AFFECTING HIS WORK BEFORE SUBMITTING PROPOSALS, ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY MATERIAL AND LABOR TO ACCOMPLISH THE WORK AS SHOWN ON THE PLANS AND HEREIN SPECIFIED, ANY APPARATUS, APPLIANCE, MATERIAL, WORK OR INCIDENTAL ACCESSORIES OR MINOR DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE IN ALL RESPECT AND READY FOR OPERATION, EVEN IF NOT SPECIFIED, SHALL BE PROVIDED BY CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO OWNER 5 ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL POWER AND CONTROL WIRING FOR ALL EQUIPMENT, BEFORE INSTALLATION OF CONDUIT AND WIRE, ELECTRICIAN SHALL VERIFY EQUIPMENT MANUFACTURERS WIRING REQUIREMENTS. 5a ELECTRICAL CONTRACTOR SHALL CLEARLY LABEL ALL PANELS. BREAKERS, JUNCTIONS, ETC TO PROVIDE A COMPLETE AND TRACEABLE PRODUCT, 5b ELECTRICAL CONTRACTOR SHALL INSPECT AND ENSURE THAT EXISTING POWER DROP IS ADEQUATE FOR THE INSTALLATION ON THE DRAWINGS 5A. ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL CIRCUIT BREAKERS MEET WITH NEC ARTICLE 1514-11 6 DESIGN ENGINEER IS NOT RESPONSIBLE FOR ANY SUPERVISION OF THIS INSTALLATION 7, CONNECT NEW WORK TO EXISTING WORK IN NEAT AND APPROVED MANNER RESTORE EXISTING WORK DISTURBED BY NEW CONSTRUCTION TO ORIGINAL CONDITION. 8 UPON COMPLETION OF INSTALLATION, THE ELECTRICAL CONTRACTOR SHALL FURNISH OWNER CERTIFICATES OF APPROVAL, REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT, FROM ALL AGENCIES HAVING JURISDICTION 9 UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL DELIVER TO THE OWNER ACCURATE AS -BUILT DRAWING WHICH INDICATE ALL NEW WORK, THESE DRAWINGS SHALL INDICATE COORDINATION WITH EXISTING CONDITION, 10 ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AGAINST FAULTY LABOR, MATERIALS AND WORKMANSHIP TIME FOR THIS GUARANTEE SHALL BEGIN FROM THE DATE OF ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER OR HIS APPOINTED REPRESENTATIVE, 11 ALL CONDUIT TO SUMPS AND DISPENSER SHALL BE 14"0 GALVANIZED RIGID CONDUIT WITH SEAL -OFFS AND EXPLOSION -PROOF JUNCTION BOXES 12 ALL POWER AND BRANCH CIRCUIT WIRING TO BE SIZED AND INSTALLED AS PER THE NATIONAL ELECTRIC CODE, LATEST EDITION 13, ALL CONDUCTORS COPPER, THHN OR THWN 14 ALL COMPONENTS FOR ELECTRICAL INSTALLATIONS MUST BE UT RATED AND BEAR THE UL SEAL. 15 PLACE ELECTRICAL CONDUITS TO MINIMIZE CROSSOVERS WITH PRODUCT PIPING AND BE CONSISTENT WITH NEC REQUIREMENTS, 16, MAGNETIC SAFETY TAPE SHALL BE INSTALLED ABOVE ALL UNDERGROUND ELECTRICAL CONDUIT. 17, POWER FEEDS FOR THE FUEL ISLAND TO ORIGINATE AT FUELING PANEL. 18, POWER FEEDS FOR THE CANOPY SHALL ORIGINATE IN EXISTING PANEL(S) CONTRACTOR TO VERIFY 19 CONTRACTOR TO PROVIDE PVC COATED CONDUIT RIGID NON METALLIC(RNC) CONDUIT IS ALLOWED FOR UNDERGROUND RUNS IF CONDUIT IS BURRIED AT MINIMUM 2' WITH THE EXCEPTION OF THE LAST 2' OF THE UNDERGROUND RUN. GASOLINE AST CONDUIT SCHEDULE CONDUIT SIZE WIRE FEED FEEDER (INCHES) GAUGE POINT 1❑ DISPENSER POWER#1 3/4 14 PUMP CONTROL C PUMP #1 POWER 3/4 12 PUMP CONTROL 0 SOLENOID VALVE 3/4 12 PUMP CONTROL ® EMERGENCY STOP 314 12 ELECTRICAL L5] SPARE 3/4 12 ELECTRICAL © SPARE 314 14 ELECTRICAL LJ OVERFILL ALARM 314 12 EVO ® EVO ATG PROBE 314 14 EVO n INTERSTITIAL SENSOR 314 14 EVO DIVIDER! ISOLATION PLATE NEW LOW VOLTAGE (COMMUNICATIONS) ELECTRICAL TROUGH NEW HIGH VOLTAGE (POWER) ELECTRICAL TROUGH NEW LOW ""As size As SEAL VOLTAGE CONDUIT FOR ` NEEDED NEEDED - -OFF = Ti 4 1 'AryI i HIGH LEVEL 9_ p ALARM, INTERSTITIAL CONDUITS SENSOR AND (PROPERLY SUPPORTED) PROBE 7 89 123456 NEW HIGH VOLTAGE CONDUIT FOR PUMP. DISPENSER AND SOLENOID VALVE EVO SENSOR /ATG WIRE REQUIREMENTS: COMMON CABLE SPECIFICATIONS SHIELDED TWISTED PAIR WIRE MUST SE 22 AWG Oft GREATER CABLE JACKET MUST BE OIL / WATER RESISTANT 18"MIN. FOR CABLE RUNS UP TO 500 FEET FROM GRADE CAPACITANCE IS RATED LESS THAN 100 PICOFARAD (PF) PER FOOT INDUCTANCE IS RATED LESS THAN 02 pH/FT EXAMPLES OF BELDEN CABLE THAT MEET THESE REQUIREMENTS ARE 87760, 87761 A )NEW CONDUIT & WIRING TROUGH FOR DISPENSER & TANK \, S9 1 SCALE: NTS 1W 1 S- ADDITIONAL NOTES I ALL POWER WIRE SHALL BE #12 THUD OR THWN STRANDED 2 ALL CONDUIT SHALL BEd, RIGID GALVANIZED STEEL DISPENSER EXPLOSION -PROOF JUNCTION BOX FOR DISPENSER POWER AREA OF HAZARDOUS CLASSIFICATION (TYPICAL. DISPENSER PEDESTAL BOTH DISPENSERS) 2B. TO CHR WASH BUILDING HIGH VOLTAGE WIRING IN NOTE (HAZARDOUS CLASSIFICATION) GALVANIZED RIGID CONDUIT OUTDOOR GASOLINE DISPENSING AREA CLASS 1, DIVISION 1, LOCATION AREA OF HAZARDOUS CLASSIFICATION SHALL EXTEND UP TO 1W ABOVE GRADE LEVEL WITHIN 20 FEET HORIZONTALLY OF ANY EDGE OF DISPENSER ENCLOSURE AND 1B" HORIZONTALLY IN ALL DIRECTIONS EXTENDING TO GRADE FROM DISPENSER ENCLOSURE %g� DISPENSER HAZARDOUS CLASSIFICATION AREA \ S9 , SCALE: NITS R Q Z a W ¢ � � W U z UJ w w 0 CO L'SAB �LPEM AS SHOWN ELECTRICAL DETAILS S9