Gas Station DWG Section for AutoCAD

Gas Station DWG Section for AutoCAD

Plant – sections – details – dimensions – equipment

Drawing labels, details, and other text information extracted from the CAD file:

pathunits:meters, aircraft:n, p.struc.eng.:, p.arch.eng. :, drawn :, date :, project no. :, drawing title, scale :, sheet no., drawing no., project title, location, client, revision, date, revision details, design drawings, consultant, mep consultant, type, fuel piping layout, car parking, fuel fill point, under ground tanks, drive way, shop, s h o p., s h o p ., office, car wash, existing lorry park, elect. rm, power distribution layout, scale, updated layout, piping notes:-, dispensing shall be of plastic polyethylene material as approved, by bapco., all underground fueling piping from submersible pump discharge, of nominal size., pipeline. the change over of piping material shall take place at, finished ground level., all plastic underground piping shall be joint less where directly, these shall be nonmetallic fusion welded, if joints cannot be, avoided as recommended by pipe manufacturer., be read as nominal bore., general notes:, complete installation and testing of fuel storage tanks, pumps, piping, dispensers shall be carried out in accordance with ‘bapco’s’ latest, all the items related to fuel piping, tank, connections at dispensers etc., specified or not shall be supplied and installed by the contractor., all the under ground double walled tanks for fuel storage and pipes, shall be supplied and installed by certified contractor and as per, contractor shall provide observation well, location and quantity shall, all manholes shall be water tight to prevent ingress of surface water., contractor shall co-ordinate the location of manhole, fuel piping work, etc, gradient towards the storage tank., all dimensions are in millimeters, unless or otherwise stated., with other services and submit proper shop drawings with all necessary, details for approval before commencing work., pump capacities shall be calculated and submitted by the contractor for, the following shall conform to en standard as listed:, the compressed air piping shall be heavy duty galvanised pipe with, the underground pipe to be protected with denso tapes and, cleaned and delivered by the contractor to designated bapco ware house., exposed pipe to be painted., be as per bapco recommendation., bapco’s approval., drawing is indicative purpose only.contractor shall purpose the best, system based on manufacturer’s recommendation for approval., the cover levels of all the manholes shall be slightly above with, the adjoining ground level., manufacturer’s recommendations., valve in manifold, schedule of manhole covers, no., mm., to provide access to, ref., opening, clear, frame dim., sump access, cover thk., approx., tank access, syphon, interstial sensor, fill point, vent, access chamber, probe, dip, jayyid, diesel, with filling pipes, vent pipes, mumtaz, diesel line jayyid line mumtaz line vent pipe line vapour line, line sizes, filling line, vent line, product line, vapour line, product lines, filling lines, drainage layout., drainage layout, g.i. grating, s h o p ., sales, store, workshop, speed breaker, landscaping, property line, to existing sewer line, interceptor tank, entry, absorption field, to db, drive thru, water supply layout., water meters, from municipal supply, nrv, i.v., transfer pump, main, s.t., pressure tank, bypass line, booster pump set, from pump rm., valve and meter chamber, typical detail of water distribution, from meter to outlets, shop., over head, or as required by user., car store, a – enlarged partial plan, to be connected to existing line, refrigerated makeline, emh, w_lvl, w_number, d_lvl, d_number, below counter, verify ht., socket with remote, isolator, computer outlet, telephone outlet, lagend, telephon, data outlet, single phase isolator, distribution box, electrical out let, control panel, description, no., ele. requirements., load in watts, mazza royal grinder for espresso, grill, under counder fridge, back up fridge, low voltage lighting, contractor to verify, cash till units, ice maker, dish washer, insect killer, zumex juicer, micro wave, water heater, hi fi system, water boiler, electrak dso below counter for tills, socket references, water heater, small power, —, blender, interior designers, engineering, date:, dwg.no., kingdom of bahrain, manama,, rev no.:, scale:, sheet content:, rev. date:, file name:, issue ref, rev. no., revision note, date, guard house, station, reserved for, future blending, water, distribution, complex, health, bldg., arterial road, outlet, a – a sectional view of interceptor, inlet, vent pipe, benching finished with, bar per void., mortar to inside face or, variable, medium duty cast iron cover, not to scale, grab n go, rwp, fco, legend:, soil pipe, waste pipe, rain water pipe, notes:, contractor shall visit the site and survey as, necessary and estimate as required after, a.c condensant pipes shall be connected to, nearest floor trap., modified as necessary as per site condition., floor trap outlet, to above, to below, from above, from below, clean out

Raw text data extracted from CAD file:

vehicle:WB-15M group:AASHTOM 2001 (US) speed:6:mph pathUnits:meters time:2001-05-11-12-01-22 display:1,1,1,1,1,0,0,0,1,0,0,0,0 color:6,4,7,7,2,2,3,4,3,4,3,4,4 style:0,0,0,0,0,0,0,0,0,0,0,0,0 fill:0,0 clearance:3.000,3.000,3.000 spacing:0,2.500 level:11,AutoTURN aircraft:N 60'' x 24'' 36'' x 24'' P.STRUC.ENG.: P.ARCH.ENG. : DRAWN : DATE : PROJECT NO. : CHECK/ APPROVED : DRAWING TITLE SCALE : SHEET NO. DRAWING NO. PROJECT TITLE LOCATION CLIENT REVISION DATE REVISION DETAILS DESIGN DRAWINGS 1. ALL DRAWINGS ARE IN MILLIMETERS 2. WALLS AND PARTITIONS ARE DIMENSIONED TO STRUCTURAL FACES AND NOT TO FINISHED SURFACES 3. DRAWING ARE NOT TO BE SCALED 4. ARCHITECTURAL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH STRUCTURAL PUBLIC HEALTH HVAC AND ELECTRICAL SERVICES DRAWINGS,AND ALSO MANUFACTURERS APPROVED SHOP DRAWINGS WHERE RELEVANT. 5. THE CONTRACTOR IS TO PRODUCE SHOP DRAWINGS OF ALL AREAS REQUESTED BY THE CONSULTANTS. 6. ANY DISCREPANCIES ON DRAWINGS ARE TO BE BROUGHT TO THE ATTENTION OF THE CONSULTANTS. 7. ALL LEVELS ARE IN METERS. 8. FOR L E D REFER ELECTRICAL DRAWINGS. 9. PLS .FOLLOW ARCH.DWGS.WHILE CONSTRUCTING GENERATOR & ELECTRICAL ROOM PROVIDE SHOP DWGS BEFORE CONSTRUCTION \W1.2;\T1.5;\LNOTES: \W1.20000x;PROPOSED GAS STATION CONSULTANT MEP CONSULTANT 11600 2215 17000 12000 5000 20050 10000 12500 5500 22500 9785 29640 18800 111.88m 30750 16000 65.00m 101.81m 34.33m 5535 1000 3350 4570 9530 6200 2500 4600 2130 TYPE +0.00 0 FUEL PIPING LAYOUT 0 ARC/M-01 17 1 : 300 CAR PARKING FUEL FILL POINT DISPENSING ISLAND - 1 DISPENSING ISLAND - 3 UNDER GROUND TANKS DRIVE WAY SHOP SHOP SHOP CAR PARKING S H O P. S H O P . OFFICE CAR WASH CAR WASH DISPENSING ISLAND - 2 EXISTING LORRY PARK ELECT. RM N 0 3M 15M 6M 9M POWER DISTRIBUTION LAYOUT 1 EL-001 SCALE 1 : 300 1 UPDATED LAYOUT 28.07.2013 A-AAT-030114 PIPING NOTES:- ALL UNDERGROUND FUEL PIPING INCLUDING FILLING, VENTING, TRANSFER & DISPENSING SHALL BE OF PLASTIC POLYETHYLENE MATERIAL AS APPROVED BY BAPCO. ALL UNDERGROUND FUELING PIPING FROM SUBMERSIBLE PUMP DISCHARGE TO VALVE BOXES & DISPENSERS & FUEL SYPHON PIPING SHALL BE OF 50 mm. OF NOMINAL SIZE. ALL ABOVE GROUND PIPING SHALL BE OF LOW CARBON STEEL AT APT-5L GR-B SCHEDULE 40 & SHALL BE OF SAME SIZE AS THAT OF UNDERGROUND PIPELINE. THE CHANGE OVER OF PIPING MATERIAL SHALL TAKE PLACE AT FLANGED JOINT WHICH SHOULD BE LOCATED AT 100mm (APPROX.) ABOVE FINISHED GROUND LEVEL. ALL PLASTIC UNDERGROUND PIPING SHALL BE JOINT LESS WHERE DIRECTLY BURIED. THE JOINTS SHALL BE ONLY IN MANHOLES/VALVE CHAMBERS. THESE SHALL BE NONMETALLIC FUSION WELDED, IF JOINTS CANNOT BE AVOIDED AS RECOMMENDED BY PIPE MANUFACTURER. PROVIDE d63 mm PE PIPE CONNECTING ALL THE MGD TO THE LOW GRADE GASOLINE STORAGE TANK FOR STAGE 2 VAPOR RECOVER (FUTURE). THE PIPE SIZES MENTIONED/ INDICATED IN ALL FUEL PIPING / DETAIL SHALL BE READ AS NOMINAL BORE. 1. 2. 3. 4. 5. 6. REFER DRAWING ARC/M-01, ARC/M-02, ARC/M-03, ARC/M-04 & ARC/M-05 FOR GENERAL NOTES: 4. COMPLETE INSTALLATION AND TESTING OF FUEL STORAGE TANKS, PUMPS, PIPING DISPENSERS SHALL BE CARRIED OUT IN ACCORDANCE WITH 'BAPCO's' LATEST 6. ALL THE ITEMS RELATED TO FUEL PIPING, TANK, CONNECTIONS AT DISPENSERS ETC. SPECIFIED OR NOT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 7. ALL THE UNDER GROUND DOUBLE WALLED TANKS FOR FUEL STORAGE AND PIPES SHALL BE SUPPLIED AND INSTALLED BY CERTIFIED CONTRACTOR AND AS PER 8. CONTRACTOR SHALL PROVIDE OBSERVATION WELL, LOCATION AND QUANTITY SHALL 9. ALL MANHOLES SHALL BE WATER TIGHT TO PREVENT INGRESS OF SURFACE WATER. ALL FUEL FILLING, TRANSFER & DISPENSING PIPES SHALL BE SLOPED 1:100 5. CONTRACTOR SHALL CO-ORDINATE THE LOCATION OF MANHOLE, FUEL PIPING WORK, ETC 7. GRADIENT TOWARDS THE STORAGE TANK. 1. ALL DIMENSIONS ARE IN MILLIMETERS, UNLESS OR OTHERWISE STATED. WITH OTHER SERVICES AND SUBMIT PROPER SHOP DRAWINGS WITH ALL NECESSARY DETAILS FOR APPROVAL BEFORE COMMENCING WORK. GUIDELINES & AS PER MANUFACTURER'S RECOMMENDATIONS. PUMP CAPACITIES SHALL BE CALCULATED AND SUBMITTED BY THE CONTRACTOR FOR 8. 10. THE FOLLOWING SHALL CONFORM TO EN STANDARD AS LISTED: a. UNDERGROUND FUEL STORAGE TANK-EN 12285-1 b. UNDERGROUND PIPINGS-EN 14125 11. THE COMPRESSED AIR PIPING SHALL BE HEAVY DUTY GALVANISED PIPE WITH 20mm DIAMETER IN SIZE. TO LAID FROM AIR COMPRESSOR TO THE AIR GAUGE. THE UNDERGROUND PIPE TO BE PROTECTED WITH DENSO TAPES AND c. PUMPS AND DISPENSER-EN 13012 AND EN 13167 d. LEAK DETECTION-EN 13160 CONTRACTOR SHALL PROCURE AND INSTALLED NEW 6 MULTI GRADE DISPENSER CLEANED AND DELIVERED BY THE CONTRACTOR TO DESIGNATED BAPCO WARE HOUSE. EXPOSED PIPE TO BE PAINTED. BE AS PER BAPCO RECOMMENDATION. BAPCO'S APPROVAL. DETAILS OF CONNECTIONS NEAR TANKS, PUMPS, DISPENSERS & NOTES. AND 2 DUAL DISPENSER (DIESEL HIGH FLOW) DRESSER WAYNE (US MAKE) EQUIPPED DRAWING IS INDICATIVE PURPOSE ONLY.CONTRACTOR SHALL PURPOSE THE BEST SYSTEM BASED ON MANUFACTURER'S RECOMMENDATION FOR APPROVAL. 2. T-1 TO T-6 : UNDER GROUND FUEL STORAGE TANKS, CAPACITY : 57000 LITERS. 3. THE COVER LEVELS OF ALL THE MANHOLES SHALL BE SLIGHTLY ABOVE WITH THE ADJOINING GROUND LEVEL. MANUFACTURER'S RECOMMENDATIONS. AIR COMPRESSOR SHOULD BE INGER SOLL RAND MODEL T30/200/5.5V. 9. WITH VAPOUR STAGE 2 (OPTIONAL). THE EXISTING DISPENSER SHALL BE DISMANTLE, TO MH4/2 VALVE IN MANIFOLD MH4/1 1150x550 mm 2 x (600x600) MH1/3 MH1/1 TO MH2/1 MH2/6 SCHEDULE OF MANHOLE COVERS NO. mm. TO PROVIDE ACCESS TO REF. OPENING CLEAR mm. FRAME DIM. SUMP ACCESS mm. COVER THK. APPROX. TO TANK ACCESS PUMP & SUCTION (Single pump) PROVISION FOR VR2 SYPHON INTERSTIAL SENSOR TANK ACCESS FILL POINT VENT 600x600 - 1400x1400 - 1400mm DIA ACCESS CHAMBER 550x550 mm PROBE DIP MH3/6 MH3/1 TO 1400x1400 - 1400mm DIA - MH.1/2 MH.1/1 MH.1/3 VR1 J M D MH.3/1 (T-1) JAYYID DIESEL 3 No. FUEL FILLING POINTS WITH FILLING PIPES VENT PIPES MH.3/2 (T-2) JAYYID MH.3/3 (T-3) MUMTAZ MH.3/4 (T-4) MH.3/5 (T-5) MH.3/6 (T-6) MUMTAZ DIESEL MH.2/1 MH.2/2 MH.2/3 MH.2/4 MH.2/5 MH.2/6 MH.3/1 MH.3/3 MH.3/3 MH.3/4 MH.3/5 MH.3/6 DIESEL LINE JAYYID LINE MUMTAZ LINE VENT PIPE LINE VAPOUR LINE LINE SIZES FILLING LINE - d110 mm VENT LINE - d90 mm PRODUCT LINE - d63 mm VAPOUR LINE - d90 mm PRODUCT LINES FILLING LINES M J D M J D M J D M J D D D D D DRAINAGE LAYOUT. 0 ARC/DR-01 14 1 : 300 EXISTING LORRY PARK N 0 3M 15M 6M 9M DRAINAGE LAYOUT 1 DR-001 SCALE 1 : 300 UNDER GROUND TANKS DRIVE WAY G.I. GRATING DISPENSING ISLAND - 1 DISPENSING ISLAND - 2 DISPENSING ISLAND - 3 OFFICE CAR WASH S H O P . SHOP SHOP SHOP 16400 9600 5 \T2.00000;EXIT S H O P . OFFICE SALES ELECT. RM CAR PARKING \W3.42524; CAR PARKING STORE WORKSHOP FUEL FILL POINT SPEED BREAKER LANDSCAPING PROPERTY LINE 7200 TO EXISTING SEWER LINE 20650 18900 5600 5 12600 22600 MH MH MH MH MH MH MH MH 160d SP-FALL 1:100 160d SP-FALL 1:100 MH MH MH 160d SP-FALL 1:100 160d SP-FALL 1:100 160d SP-FALL 1:100 160d SP-FALL 1:100 160d SP-FALL 1:100 160d SP-FALL 1:100 INTERCEPTOR TANK 160d SP-FALL 1:100 MH 160d SP-FALL 1:100 ENTRY ABSORPTION FIELD A A \W2.59469; U.C. \W1.40421; BOTTLE \W1.40421; COOLER To DB A-AAT-030114 DRIVE THRU INTERNAL WALL & CONCRETE SLAB BY OTHER INTERNAL WALL & CONCRETE SLAB BY OTHER 0 ARC/DR-02 15 1 : 100 N 0 1M 5M 2M 3M - - - \W2.33333; DISPENSER ISLAND \W2.33333; GROUND FLOOR & ROOF \W2.33333; DRAINAGE LAYOUT A-AAT-030114 SCALE SCALE SCALE SCALE SCALE SCALE SCALE SCALE 16400 9600 5575 7200 20650 18900 5600 4700 12600 22600 WATER SUPPLY LAYOUT. 0 ARC/WS-01 16 1 : 300 N 0 3M 15M 6M 9M DRAINAGE LAYOUT 1 DR-001 SCALE 1 : 300 WATER METERS FROM MUNICIPAL SUPPLY d 25 MM POLYETHYLENE NRV I.V. TRANSFER PUMP MAIN (pipe inside sleeve.) I.V. I.V. S.T. NRV S.T. PRESSURE TANK BYPASS LINE BOOSTER PUMP SET I.V. I.V. d 32 CWS PIPE I.V. I.V. d 50 CWS PIPE TO OUT LET/ FAUCET. d 50 CWS PIPE FROM PUMP RM. VALVE AND METER CHAMBER VALVE AND METER CHAMBER VALVE AND METER CHAMBER FROM PUMP RM. d 50 CWS PIPE TYPICAL DETAIL OF WATER DISTRIBUTION FROM METER TO OUTLETS EXISTING LORRY PARK UNDER GROUND TANKS DRIVE WAY G.I. GRATING OFFICE CAR WASH SHOP SHOP SHOP. SHOP SHOP. OFFICE SALES ELECT. RM CAR PARKING CAR PARKING FUEL FILL POINT LANDSCAPING PROPERTY LINE VALVE AND METER CHAMBER d 50 CWS PIPE d 50 CWS PIPE DISPENSING ISLAND - 1 DISPENSING ISLAND - 2 DISPENSING ISLAND - 3 10VALVE AND METER CHAMBER Over Head Water Tank 2400 ltr. each OR AS REQUIRED BY USER. NRV I.V. TRANSFER PUMP I.V. I.V. S.T. 10VALVE AND METER CHAMBER FROM MUNICIPAL SUPPLY CAR STORE STORE WORKSHOP A A - ENLARGED PARTIAL PLAN 1 UPDATED LAYOUT 28.07.2013 To be connected to existing line \W2.59469; U.C. \W1.40421; BOTTLE \W1.40421; COOLER A-AAT-030114 DRIVE THRU INTERNAL WALL & CONCRETE SLAB BY OTHER INTERNAL WALL & CONCRETE SLAB BY OTHER RL \A1;400 \A1;300 \A1;200 \A1;900 \A1;VARIABLE \A1;300 \A1;500 \A1;200 \W0.54762; 1050 X 600 \W0.54762; STORAGE FULL \W0.54762; HEIGHT \W0.94;DISHWASH MACHINE \W0.94;ICE MACHINE \W0.94;FRIDGE 48'' x 24'' REFRIGERATED MAKELINE 32'' x 24'' S L1 \A1;L20 \A1;L20 \A1;L20 SD S R S HD \A1;8500.000 \A1;8500.000 UB305X165X40 UC152X152X30 UB305X102X25 UBUB203X133X25 \A1;1950 \A1;2800 \A1;1950 \A1;2800 \A1;1950 \A1;2721 \A1;23800 \A1;16892 \A1;450 \A1;900 \A1;447 \A1;550 \A1;700 \A1;550 \A1;1800 \A1;1800 \A1;450 \A1;900 \A1;450 \A1;900 \A1;1800 \A1;1800 \A1;900 \A1;5300 \A1;1200 \A1;1950 \A1;2800 \A1;1950 \A1;2800 \A1;1950 \A1;2721 \A1;23800 \A1;16892 \A1;2650 \A1;2600 \A1;7200 \A1;7200 \A1;4700 \A1;4700 \A1;2721 \A1;7200 \A1;7200 \A1;4700 \A1;4700 \A1;2721 \A1;50 \A1;1200 \A1;1200 \A1;1200 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;3600 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;1200 \A1;3600 \A1;3600 \A1;3600 \A1;600 TYP. \A1;7200 \A1;4700 \A1;2721 \A1;1950 \A1;2800 \A1;975 L B MP1 MP2 JP2 JP1 DP2 DP1 C EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH EMH POWER DISTRIBUTION LAYOUT 0 ARC/EL-01 12 1 : 300 CAR PARKING FUEL FILL POINT DISPENSING ISLAND - 1 DISPENSING ISLAND - 3 UNDER GROUND TANKS DRIVE WAY SHOP SHOP SHOP CAR PARKING S H O P. S H O P . OFFICE CAR WASH CAR WASH DISPENSING ISLAND - 2 EXISTING LORRY PARK ELECT. RM N 0 3M 15M 6M 9M POWER DISTRIBUTION LAYOUT 1 EL-001 SCALE 1 : 300 1 UPDATED LAYOUT 28.07.2013 A-AAT-030114 INTERNAL WALL & CONCRETE SLAB BY OTHER INTERNAL WALL & CONCRETE SLAB BY OTHER W_LVL W_NUMBER D_LVL D_NUMBER 10400 7965 10000 2035 8000 4309835 R20000 2000 7600 2000 8500 8500 6000 6479400 0 ARC/EL-02 13 1 : 300 N 0 3M 15M 6M 9M DRAINAGE LAYOUT 1 DR-001 SCALE 1 : 300 EXISTING LORRY PARK 1 UPDATED LAYOUT 28.07.2013 SMALL POWER & DATA LAYOUT 16 S4a below counter 03 S3 S3 S1 S1 for fridge 01 S3 S1 S6 06 S6 06 19 19 \W5.40851; floor mounted 19 19 19 \W5.40851; floor mounted \W5.40851; floor mounted \W5.40851; floor mounted 19 14 verify ht. 19 S2 T 17 S2 12 11 S2 S2 2xS7 S4 13A double socket (5nos.)data (1nos.) tel. (1nos.) S4 S4 S4 S4 \W5.40851; floor mounted S1 S1 15A single socket (2nos.) 15A double socket (1nos.) S2 S1 S1 S1 S1 15A socket for signage (4nos.) S1 S1 S1 15A socket for AC (3nos.) S1 S1 S1 15A socket (3nos.) \W2.59469; U.C. \W1.40421; BOTTLE \W1.40421; COOLER S1 15A socket (1nos.) S4 S4 S4 S4 13A double socket (4nos.)data (1nos.) tel. (1nos.) S4 S4 S4 for lop top & music 13A double socket (1nos.)13A single socket (2nos.) 13A double socket data (3nos.) for kitchen monitors & cpu S3 S3 S4 S1 15A socket for evaporator(1nos.) S1 15A socket (1nos.) FO FO FO FO socket with remote isolator EL EL FO 63A 3phase industrial socket with remote isolator 1nos.(for exhaust hood for oven) FO FO 15A double socket (1nos.) FO 15A double socket (1nos.) B3/DB-02 R4/DB-02 R6/DB-02 Y6/DB-02 B4/DB-02 B4/DB-02 DB-02 DB-01 R1/DB-02 R5/DB-02 R2/DB-02 B9/DB-02 R3/DB-02 R9/DB-02 Y9/DB-02 B7/DB-02 R7/DB-02 B5/DB-02 30 Amp C Sign board 25 Amp DP \A1; C Sign board 25 Amp DP To DB To DB \A1;Wall shelves To DB To DB To DB To DB To DB To DB To DB To DB To DB To DB To DB To DB C T To DB \W3.22669; 13A DOUBLE \W3.22669; SWITCHED SOCKET 15A SWITCHED SOCKET C T Computer Outlet Telephone Outlet DB LAGEND C Sign board - Two side 32 Amp DP EL 15A Single Switch Socket LAGEND \W1;15A Double Switch Socket S1 S2 S3 13A Single Switch Socket S4 \W1;13A Double Switch Socket \W1;Flex Outlet \W1;Emergency Light Telephon S28 Data outlet S29 FO \T1.1;\LLEGEND: SINGLE PHASE ISOLATOR DISTRIBUTION BOX ELECTRICAL OUT LET 13 A DOUBLE SOCKET 3 PH ISOLATOR RATING AS INDICATED IN DRAWING CONTROL PANEL 08 07 06 05 04 03 02 01 3 Group espresso machine (semi automatic) DESCRIPTION No. 09 10 ELE. REQUIREMENTS. LOAD IN WATTS 32A single phase isolator below counter (switch above counter) 6000 Mazza royal grinder for espresso 13AMP Socket 1200 Grill 16AMP Socket 3000 Under counder fridge 13AMP Socket 750 Back up fridge 13AMP Socket 750 Carvell CPD 945R pastry display units 13AMP Socket 1750 Low voltage lighting 50 Watt for each Contractor to verify \W0.76;Fluorescent light for sinanage, Counter 3 Watt for each Carvell multi deck CMS 125S pastry display units 13AMP Socket 1750 Cash till units 13AMP Socket 500 11 Ice maker 32AMP Single phase isolator 2500 12 Dish washer 32AMP Single phase isolator 2500 13 Fax & Computer system 200 13AMP Socket 14 Insect killer 500 13AMP Socket 15 Zumex Juicer 1200 13AMP Socket 16 Micro wave 1500 13AMP Socket 17 Water heater 1000 13AMP Socket 18 HI FI System 200 13AMP Socket 21 Water Boiler 13AMP Socket Contractor to verify \W1;ELECTRICAL POWER / LOAD REQUIREMENTS. 13A dso above counter, stainless steel finish S8 13A dso at high level for multideck S7 Electrak dso below counter for tills S6 13A dso at low level for 945 caravell display unit S5 13A fused spur for insectocutor S4a 13A fused spur below counter S3 S2 13A dso below counter S1 SOCKET REFERENCES Data outlet Water Heater \W1;32A single phase 4mm electrical supply with rotary isolator below counter 19 Small Power 13AMP Socket --- 500 20 Blender 13AMP Socket 500 S4 13A fused spur above counter A-AAT-030114 INTERIOR DESIGNERS ARCHITECTURE & ENGINEERING PROJECT TITLE; GENERAL NOTES: DATE: DWG.NO. LIC. -NO. BN/86 FAX. NO. 17 216468 TEL. NO. 17 216473 KINGDOM OF BAHRAIN MANAMA, P.O. BOX 11273 CLIENT; REV No.: CHKD/APP'D SCALE: SHEET CONTENT: 1. THIS DRAWING MUST NOT BE SCALED. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND LEVELS PRIOR TO THE COMMENCEMENT OF WORK AND IMMEDIATELY REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. VARIATIONS OR MODIFICATIONS TO ANY OF THE WORKS INDICATED IN THIS DRAWING SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. 4. THIS DRAWING IS THE PROPERTY OF MI'MAR ARCHITECTURE AND ENGINEERING AND MAY ONLY BE REPRODUCED WITH THEIR EXPRESS PERMISSION. 5. ALL REPRODUCTIONS SHALL BEAR MI'MAR'S NAME AND TITLE. REV. Date: FILE NAME: CAD/AEC: ISSUE REF Rev. No. Revision note Date By 5 F A 6 C 2 6 S/S Guard House RD-1511 DR-7 DR-7 STATION RESERVED FOR FUTURE BLENDING (N.I.C) (N.I.C) 1 DR-7(N.I.C.) WATER DISTRIBUTION COMPLEX HEALTH CUSTOMS / BLDG. (N.I.C.) (N.I.C.) RD-1511 9 S/S RD-1510 ARTERIAL ROAD RD-1512 RD-1510 OUTLET A - A SECTIONAL VIEW OF INTERCEPTOR FALL 50 INLET VENT PIPE BENCHING FINISHED WITH 10mm THICK EPOXY MORTAR. 200mm THICK RC (C45/20) 20mm THICK CONCRETE BLOCK WALL WITH VOIDS FILLED WITH C45/20 BAR PER VOID. CONCRETE REINFORCED WITH 1No. T16 BLOCK WORK WITH 10mm THICK EPOXY MORTAR TO INSIDE FACE OR 100 d RTR PIPE WORK 1000G POLYTHENE SHEET BASEMENT LEVEL 2 SLAB 250mm THICK CONCRETE BASE SLAB ROAD LEVEL (COVER LEVEL-5) 50mm THICK CONCRETE BLINDING 200 THICK C45/20 300 500 400 300 200 200 900 VARIABLE T16-150-EW-B AND FRAME (600x600 CLEAR OPENING) MEDIUM DUTY CAST IRON COVER NOT TO SCALE GRAB N GO \A1; SP WP RWP VP FT T/A T/B F/A F/B CO FCO LEGEND: SOIL PIPE WASTE PIPE RAIN WATER PIPE NOTES: CONTRACTOR SHALL VISIT THE SITE AND SURVEY AS 1. NECESSARY AND ESTIMATE AS REQUIRED AFTER A.C CONDENSANT PIPES SHALL BE CONNECTED TO 3. NEAREST FLOOR TRAP. LOCATION OF EXISTING SERVICES SHALL BE RETAINED / 2. MODIFIED AS NECESSARY AS PER SITE CONDITION. SOIL PIPE WASTE PIPE RAIN WATER PIPE VENT PIPE FLOOR TRAP OUTLET TO ABOVE TO BELOW FROM ABOVE FROM BELOW CLEAN OUT FLOOR CLEAN OUT BIG BACK INLET GULLY RWO RAIN WATER OUTLET UNDERSTANDING THE SCOPE OF WORK. CONTRACTOR SHALL PREPARE PROPER SHOP DRAWING 4. WITH ALL DETAILS AND SECTION REQUIRED IN COORDINATION WITH OTHER SERVICES FOR APPROVAL PRIOR TO COMMENCING OF WORK.. SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE DISPENSER ISLAND GROUND FLOOR RWO 82d RWP T/B (TYP.) RWO RWO RWO RWO RWO RWO RWO RWO RWO 82d RWP T/B (TYP.) 82d RAIN WATER DOWN PIPE TO FREE DISCHARGE. (TYP.) 82d RAIN WATER DOWN PIPE TO FREE DISCHARGE. (TYP.) 82d RWP F/A (TYP.) 82d RWP F/A (TYP.) FREE DISCHARGE AT 150mm ABOVE FINISHED FLOOR LEVEL. (TYP.) FREE DISCHARGE AT 150mm ABOVE FINISHED FLOOR LEVEL. (TYP.) 8500.000 8500.000 C 5 B A 5 5 5 1 5 C1 C1 C1 +6015 +6500 ±000 RAIN WATER GUTTER 5 5 FACIA TO SUIT ARCHITECTURAL ELEVATION A' A 2 3 4 5 6 5 5 5 5 5 5 5 5 C1 C1 C1 C1 C1 C1 B3 B1 B1 B2 B2 P1 TYP. 1 2 3 4 5 6 5 5 TAPERED BEAM MADE FROM UB254X102X25kg/m @ 3600 C/C B4 L50X50X5 TYP. L30X30X3 PROVIDE VERTICAL BRACINGS (L30X30X3) AT EVERY 4th BAY ALONG BOTH HORIZONDAL ACES 50 C 5 B A 5 5 5 1 5 A' A 2 3 4 5 6 5 5 5 5 5 5 5 5 B3 B2 B1 B2 B1 B2 B1 B2 B3 B1 B2 B2 B3 B1 B2 B2 B3 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 B4 L50X50X6 C1* C1* C1* C1* C1* C1* C1* C1* PL 180X180X12 UC 152X152X30kg/m 4M16X750 5 5 5 5 5 5 5 5 PL 160X160X12 UC 152X152X30kg/m 2M20 CHEMICAL ANCHOR BOLT GRADE 8.8 5 5 5 5 5 5 5 C1 - UC 152X152X30kg/m B1 - UB 305X165X40kg/m B2 - UB 305X102X25kg/m B3 - UB 203X135X25kg/m B4 - 254X102X25kg/m P1 - SHS 50X50X3.2 C1* - UC 152X152X30kg/m ABOVE EXT. RC COLUMN COLUMN / BEAM SCHEDULE RUST PROTECTION : RUST PROOF EPOXY PRIMER - HEMPADUR PRIMER 15300 HIGH BUILD EPOXY PAINT - HEMPADUR MASTIC 45881 ( MIO 12430 ) FIRE PROTECTION CARBOLINE i.e.PYROLITE - 15 OVER EPOXY PAINT NON SHRINK GROUT - IROGROUT - 55 ( FOR COLUMN BASES ) C B A SLOPE SLOPE SLOPE SLOPE LINE OF CANOPY ABOVE LINE OF CANOPY ABOVE SLOPE SLOPE SLOPE SLOPE ALUM. GUTTER ALUM. GUTTER DISPENSER ISLAND ROOF PLAN ALUM. GUTTER ALUM. GUTTER DISPENSING ISLAND - 1 QMJ QMJ DISPENSING ISLAND - 2 QMJ QMJ DISPENSING ISLAND - 3 DD C B A DISPENSER DISPENSER DISPENSER DISPENSER DISPENSER EXISTING EXISTING NEW NEW NEW UTILITY UNIT AS/DETAIL DD DISPENSER NEW \W3.47423; 1. ALL DIMENSIONS ARE IN MM. \W3.76031; 2. ALL SECTIONS ARE CONFORM TO BS-E N10025, \W3.76031; GRADE S275 \W3.71392; 3. PROPER SUPPORTING TO BE CONSIDERED FOR \W3.71392; HANGING BOTTOM / CEILING PANEL OF THE \W3.71392; COMPOSITE ALUMINUM PANEL 22kg/m2 \W3.81959; 4. PROPER SUPPORTING STRUCTURE TO BE \W3.81959; CONSIDERED FOR SUPPORTING GUTTER AND END \W3.81959; COMPOSITE PROFILE \W3.71649; 5. THE ROOF PROFILE IS TO MATCH ARCHITECTURAL \W3.71649; ELEVATIONS. HOWEVER PLANE ROOF WITH END \W3.71649; PROFILE BRANDING MEETING ARCHITECTURAL \W3.71649; ELEVATIONS MAY BE ACCEPTED. \W3.73196; 6. PROPER DESIGN TO BE SUBMITTED FOR ROOF \W3.73196; MAINTENANCE OPENING AS SHOWN IN \W3.73196; ARCHITECTURAL DRAWINGS FOR CONSULTANT \W3.73196; APPROVAL. \W3.69588; 7. PROPER CONNECTION DETAILS FOR ALL JOINTS \W3.69588; SHALL BE SUBMITTED FOR CONSULTANT \W3.69588; APPROVAL. \W3.71907; 8. ALL ALUMINUM COMPOSITE PANEL WORKS ARE TO \W3.71907; BE DONE BY OTHERS. HOWEVER YOU ARE \W3.71907; REQUIRED TO CO-ORDINATE WITH THEM. \W3.71649; 9. ALL BOLTS AND NUTS SHALL CONFIRM TO GRADE \W3.71649; 8.8 AND GALVANIZED. \W3.47423; 10. METHOD STATEMENT SHALL BE SUBMITTED FOR \W3.47423; ERECTION WORKS. \W3.47423; 11. ALL STEEL SECTIONS SHALL BE PAINTED WITH \W3.47423; ONE COAT OF RED OXIDE. \W3.47423; 12. TAPERING BEAM PROFILE TO BE AGREED WITH \W3.47423; CLADDING CONTRACTOR. 13. BIMETAL SEPARATORS SHALL BE USE BETWEEN DEFERENT METAL CONTACT AREA \W7.89046; \LGENERAL NOTENOTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UB 305X165X40kg/m SHS 50X50X3.2 TYP. SHS 50X50X3.2 TYP. 2.5mm THK. ALUMINUM CHEQUERED PLATE ALUMINUM COMPOSITE PANEL AS PER TENDER SPECIFICATIONS UB 305X165X40kg/m B B' B A B A 5 5 5 <> TYP. UB 305X102X25kg/m B A 1 A 2 3 5 5 5 5 5 5 UB 305X165X40kg/m UB 305X165X40kg/m UB 305X165X40kg/m \U+2104 \U+2104 600X600 C/C TYP. SHS 50X50X3.2 ALUMINUM COMPOSITE PANEL 1200X2400X2.5mm ALUMINUM CHEQUERED PLATE UB 305X205X25kg/m UB 305X165X40kg/m UB 305X165X40kg/m UB 203X135X25kg/m UB 305X165X40kg/m UB 254X102X25kg/m RAIN WATER GUTTER 5 5 5 VERTICAL L30X30X3 TYP. L30X30X3 TYP. L50X50X5 SCALE - 1:25 SECTION B-B' TYP. LAYER OF ROOF SECTIONS SCALE - 1:50 SCALE - 1:50 SUPPORTING SYSTEM FOR CHEQUERED PLATE & COMPOSITE PANEL SCALE - 1:25 TYP. CEILING SUPPORT SYSTEM RUST PROTECTION : RUST PROOF EPOXY PRIMER - HEMPADUR PRIMER 15300 HIGH BUILD EPOXY PAINT - HEMPADUR MASTIC 45881 ( MIO 12430 ) FIRE PROTECTION CARBOLINE i.e.PYROLITE - 15 OVER EPOXY PAINT NON SHRINK GROUT - IROGROUT - 55 ( FOR COLUMN BASES ) C1 - UC 152X152X30kg/m B1 - UB 305X165X40kg/m B2 - UB 305X102X25kg/m B3 - UB 203X135X25kg/m B4 - 254X102X25kg/m P1 - SHS 50X50X3.2 C1* - UC 152X152X30kg/m ABOVE EXT. RC COLUMN COLUMN / BEAM SCHEDULE (see schedule) (see schedule) X X TYPICAL FOOTING (TYPE-A) SCALE NON STEEL REINFORCEMENT-LONG STEEL REINFORCEMENT-SHORT COLUMN L B (see schedule) 400 50 200 500 50 12mm ISOLATION JOINT G.F.FFL. +0.30 50 THK COMPACTED CRUSHER FINE 150THK S.R.CONCRETE 30N/mm2 WITH B.R.C.A - 142 1000 GUAGE POLYTHENE SHEET WITH 300 LAP COMPACTED DESERT FILL OVER 2 COATS OF BITUMIN PAINT 1000 GUAGE POLYTHENE SHEET WITH 300 LAP BLINDING CONCRETE WITH S.R.C WELL COMPACTED(95%MIN) CLASS-3 FILL 200thk. (WELL COMPACTED USING 20T VIBRO ROLLER) 200 300 EXISTING GR.LEVEL+ 0.00 - GROUND BEAM COLUMN BARS (see schedule) 300 FOOTING WITH S.R.C.CONCRETE 45N/mm2 CLASS-2 FILL 300thk. 100 SECTION "XX" SCALE NON ------ Y8@200C/C Y8@150C/C 2Y12-B Y8@200C/C Y8@150C/C 200X500 200X500 SIZE IN mm GB1 2Y12 2Y12 2Y16 3Y16 GB3 STEEL IN TOP THROUGH BARS EXTRA SUPPORT BARS CURTAIL FROM TOTAL BARS TOTAL BARS STEEL IN BOTTOM NO. BEAM BALANCE SUPPORT TO 0.30L STIRRUPS Y8@150C/C REMARKS ----- TYPE ------ Y8@200C/C ------- 2Y16-T Y8@200C/C 200X500 GB2 2Y12 2Y12 Y8@200C/C 200X500 SIZE IN mm B1 STEEL IN TOP THROUGH BARS EXTRA SUPPORT BARS CURTAIL FROM TOTAL BARS TOTAL BARS STEEL IN BOTTOM NO. BEAM BALANCE SUPPORT TO 0.30L STIRRUPS REMARKS TYPE 2Y16 ------- 2Y16 Y8@150C/C 200X500 B2 B3 200X500 2Y16 3Y16 ----- 5 4 1300 F4 1300 8Y12 8Y12 ECCENTRIC ------ ------ 9Y12 9Y12 300 1450 F3 1450 3 2 1600 F2 1600 300 10Y12 10Y12 ------ ------ ------ ------ SCHEDULE OF FOOTING 12Y12 REMARKS SHORT DIR. D STEEL IN BOTTOM 11Y12 400 ( mm ) LONG DIR. STEEL IN TOP L NO. B SL FOOTING 17500 F1 17500 1 ( mm ) NO. ( mm ) FOOTING SLAB LONG DIR SHORT DIR ----- ----- B4 250X600 2Y20 (3+2)Y20 ------ ----- 1400 F5 1400 400 9Y12 6Y12 7Y12 7Y12 6 1200 F6 1200 400 7Y12 7Y12 6Y12 6Y12 CONCENTRIC " " " " ----- Y8@200C/C ----- ----- ----- 300 2Y12-T ------ 2Y16-B 200X500 2Y20 2Y20 GB4 Y8@200C/C Y8@200C/C ----- ----- 2Y12 Y8@150C/C Y8@200C/C C1 C1 C1 C1 C1 C1 C1 C1 C1 NIECO N550 TOASTER PROPOSED NEW CHAIN LINK FENCE NEW SIDE WALK N 0 3M 15M 6M 9M ARC/SITE-002 GENERAL ARRANGEMENT \W6.91302; SITE PLAN UNDER GROUND TANKS DRIVE WAY LANDSCAPING 5 LINE OF CANOPY, ABOVE G.I. GRATING DISPENSING ISLAND - 1 DISPENSING ISLAND - 2 DISPENSING ISLAND - 3 DRIVE THRU FLAG POLES 5 5 12000 5000 5 5 5 5 5 5 5 5 111.88m EXISTING LORRY PARK EXIT OFFICE SALES ELECT. RM CAR PARKING CAR PARKING 5 5 WORKSHOP. FUEL FILL POINT 65.00m 101.81m 34.33m LANDSCAPING PROPERTY LINE PROPERTY LINE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 26 27 28 29 30 31 32 30 31 36 37 38 39 40 41 42 43 44 25 AREA INDEX 1) LAND AREA + ROAD------------------ 7178.00SqM +950.00SqM = 8128.00SqM 2) BUILDING FOOT PRINT AREA --------- 1222.00SqM 3) % OF BUILTUP AREA ----------------- 17% 4) LANDSCAPE AREA -------------------- 515SqM SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE 02 +0.30LVL +0.00LVL +0.00LVL +0.40LVL +0.35LVL +0.40LVL +0.45LVL +0.50LVL +0.50LVL +0.45LVL +0.35LVL +0.50LVL +0.40LVL +0.50LVL +0.50LVL +0.45LVL +0.60LVL +0.60LVL +0.60LVL +0.30LVL +0.60LVL 5 5 5 SWITCH RM. 2.5x4.2 FFL.+0.45 ELEC. SUBSTATION FFL.+0.45 6.2x4.2 UNDER GROUND WATER STORAGE TANKS TANK FOR CAR WASH 6,800 LITS. 5 5 5 5 5 5 FFL.+0.45 1 : 300 GENERAL ARRANGEMENT SITE PLAN 1 SITE-002 SCALE 1 : 300 STORE NOTE: All the flooring within the plot and exit road will be with heavy duty concrete paving bricks of approved colour and profile laid to slope in approved pattern. PUMP ROOM GENTS / LADIES STAFF TOILET LADIES VISITORS TOILET GENTS VISITORS TOILET 6 UPDATED LAYOUT 07.09.2015 ENTRY 22 23 24 35 34 33 42 INTERCEPTOR TANK ABSORPTION FIELD A-AAT-030114 E= 467875.330 N= 2900540.000 N=467897.243 E=2900605.000 N=467875.330 E=2900605.000 E=467977.140 N=2900605.000 E=467987.210 N=2900540.000 N=467885.432 E=2900611.492 E=467885.196 N=2900540.000 E=2900602.722 N=467905.945 N=2900567.398 E=467892.216 N=2900567.398 E=467901.415 N-2900567.398 E=467908.606 N=2900576.452 E=467920.930 N=2900583.783 E=467938.430 N=2900583.883 E=467958.480 N=2900574.330 E=467987.210 N=2900544.570 E=467987.194 N=2900577.806 E=467977.530 N=2900540.000 E=467957.572 N=2900540.000 E=467938.772 N=2900602.722 E=467959.945 LANDSCAPING LANDSCAPING PRIME SIGN SLOPE +0.50LVL TANK CAPACITY = 11,500 LITERS. 5 7965 10000 5 5 5 5 5 5 5 5 5 5 COSTA PAPA JOHN 24 HOURS MARKET OFFICE CAR WASH AUTO SERVICES D.Q. 5 129.12m² 131.53m² 91.02m² 116.64m² 107.18m² 79.20m²

Language	English
Drawing Type	Section
Category	Gas & Service Stations
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Parking
Tags	autocad, details, dimensions, dispenser, DWG, equipment, gas, plant, section, sections, service, service station, Station