Petrol Pump DWG Plan for AutoCAD

Petrol Pump DWG Plan for AutoCAD

PETROL PUMP – plan

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

p.w.d. boundary line, egress, ingress, foot path wide, carriage way, building, canopy, to g.t. road shahadra, to ghaziabad, site plan, of wide road, central verge, p.w.d. boundary line, egress, ingress, foot path wide, water, patpar ganj industrial area, anand vihar i.s.b.t, bus depot, auto mobile center, village ghazipur, to ghazipur, drain, road, to g.t road, road to ghaziabad, prop.site of i.o.c.l petrol pump kaushambi, railway line, h.s, road no, vaishali utter pradesh, delhi, utter pradesh, boundary, surya nagar, h.s, north, key plan n.t.s, specification notes ii, certified that tanks shall be installed in brick masonary pit with r..c.c., top slab as per drg. no approved by cie nagpur vide his letter no, certified that tanks shall be fabricated as per approved specifications. the code isi, specifications are given below., is steel standard quility., ii is steel fust on welding quility., iii is of practice for use of metal are welding., iv is of practice for traning testing of metal are welding., notes no.ii, certified that all the clearence from relevents govt. deptt. have already been obatined, certified that this is not resitement case, all facilites executed as per these drg., certified that there is no court case pending in any court of india agents this permises ship, notes, notes no., all electrical fittings shall conforms to bess or equivelent isi specification., there is no road crossing within on either side of the proposed plot., there is no sewer or structure within from the under ground tanks., dia. dia. vent pipes high from ground level and clear alround, ground with inverted ‘u’ type vent hood coverd with two layers of, dps board fixed in sales room high from its floor level and shall not be kept, tank fed by tank lorry., sign shall be displayed at the petrol pump., metal wire gauze of mesh per linear cm at its open ends., under lock key., fill points are kept clear alround within the plot., fill pipes and dip pipes are fitted with locking cap., both the tanks are not to be replenished at the same time., nos foam type fire exitingsx of capacity each for petroleum fire nos. type fire extinuishers of capacity kgs each for electrical fire fire buckets filled with dry sand .shall be provided at the petrolpump, drain, canopy, steel piller size, p.w.d. boundary line, egress, ingress, foot path wide, office building, canopy, site plan, architects hari k.g.nambiar architectural consultancy studio sarita new delhi ph. mob., drawn by :imraan saifi, checked by :h.k.n, scale, project indian oil retail opposite anand vihar industrial anand vihar delhi, title as built drawing, date, lube store, toilet, sales room, ground floor plan, down, toilet, dealers room, first floor plan, dealers room, ramp, ramp, door window schedule, s.no. type width sill lvl. lintel lvl., lube store, toilet, sales room, ramp, ramp, down, toilet, dealers room, first floor plan scale, dealers room, door window schedule, s.no. type width sill lvl. lintel lvl., egress, ingress, steel column, p.w.d. boundary line, egress, ingress, foot path wide, sales building, canopy, site plan, architects hari k.g.nambiar architectural con

Raw text data extracted from CAD file:

8300 8000 7820 48600 8000 4500 78200 2800 30000 6600 3600 5512 2148 7592 15828 12362 8842 4200 26000 48600 17450 16600 16000 6759 48600 16000 17450 850 850 900 5850 5560 4450 7448 4400 1200 10900 1830 5799 6318 15827 12363 3520 900 1660 1150 4550 5740 6026 4500 7820 6647 14790 15868 29249 6745 4400 1200 850 7346 2688 3740 14495 16252 28924 6745 5973 4550 17450 6759 48600 16000 16600 16000 5560 4450 7450 900 1830 5800 15827 12363 3520 900 1660 1150 25797 9970 8850 7340 2690 3740 8840 5740 2000 900 900 3280 4030 3440 4353 1960 2000 900 900 3280 4030 3440 4353 1960 5740 7340 2690 3740 8840 2000 2850 1000 300 2000 2850 1000 300 2000 900 900 3280 4030 3440 4353 1960 5740 7340 2690 3740 8840 3000 5740 7340 2690 3740 8840 2000 900 900 3280 4030 3440 4350 1960 5970 2000 900 3280 3915 3440 4238 2000 1000 8840 2000 900 3280 3440 4238 1960 5560 4450 7450 900 9600 900 1660 1150 26000 42686 6745 8843 21750 5973 4550 17450 6759 48600 16000 16600 16000 26000 6740 4550 17450 48600 16000 16600 16000 5560 4450 7440 850 900 6000 4050 4050 5740 42686 8636 6670 4400 1200 10600 4400 1200 5850 7150 7100 850 6000 1000 4406 5970 6000 4050 21747 900 10600 5910 4550 7580 7580 6000 9600 6000 10405 5970 600 430 4550 4050 6000 10600 5910 7095 1523 2192 6760 21747 900 10600 5910 7580 7580 6000 2192 2750 2400 600 8843 6000 600 500 8843 10405 600 2750 2400 8840 5970 10297 6000 8030 6213 6000 3050 26000 8843 5740 2600 2650 1650 3350 3350 2950 3410 4200 6600 4200 5510 4117 9456 2808 10293 4550 48600 17450 6750 48600 16000 16600 16000 5560 4450 7448 900 1830 5799 15820 15820 12360 3520 7590 900 1660 1150 9175 1590 1930 8843 5513 5803 4021 2341 6370 1450 2350 3970 4859 2292 5489 42686 6745 5740 2600 2650 1650 3350 3350 2950 3410 4200 6600 4200 5510 4117 9456 2808 10293 6750 15820 7590 9175 1590 1930 8843 5513 5803 4021 2341 6370 1450 2350 3970 4859 2292 5489 9600 21747 6000 3000 3000 4050 4238 3915 1953 3670 2127 4583 4030 3846 757 2345 2950 6000 2950 3050 3050 2950 21747 2603 1600 1958 2638 1600 3915 8843 3045 3045 1524 1152 6213 1500 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE 48600 5 5 5 EGRESS INGRESS FOOT PATH 2800MM WIDE FOOT PATH 2800MM WIDE CARRIAGE WAY CARRIAGE WAY 7820 4500 78200 2800 30000 BUILDING CANOPY 6600 3600 5512 2148 7592 15828 12362 8842 4200 TO G.T. ROAD SHAHADRA TO GHAZIABAD SITE PLAN \H0.7x;SCALE 1:200 26000 48600 17450 C/L OF 60.0M WIDE ROAD (RAOD NO.56.) CENTRAL VERGE P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE 5740 5 5 5 5 5 5 5 EGRESS INGRESS FOOT PATH 2800MM WIDE 5 5 5 4400 5 5 5 5 5 5 5 5 5 5 5 5 5 5 WATER 5 5 4500 7820 PATPAR GANJ INDUSTRIAL AREA ANAND VIHAR I.S.B.T BUS DEPOT AUTO MOBILE CENTER VILLAGE GHAZIPUR TO GHAZIPUR DRAIN ROAD (NO.56) 60.0M R/W TO G.T ROAD ROAD 45.0M R/W TO GHAZIABAD PROP.SITE OF I.O.C.L PETROL PUMP KAUSHAMBI (U.P) RAILWAY LINE H.S ROAD NO .57 45.0M R/W VAISHALI UTTER PRADESH DELHI UTTER PRADESH BOUNDARY SURYA NAGAR H.S NORTH KEY PLAN \H0.7x;SCALE N.T.S SPECIFICATION NOTES - II 1. CERTIFIED THAT TANKS SHALL BE INSTALLED IN BRICK MASONARY PIT WITH R..C.C. TOP SLAB AS PER DRG. NO 4029-A APPROVED BY CIE NAGPUR VIDE HIS LETTER NO 2. CERTIFIED THAT TANKS SHALL BE FABRICATED AS PER APPROVED SPECIFICATIONS. THE CODE ISI SPECIFICATIONS ARE GIVEN BELOW. I IS :226 :1962 =STRUCTRUAL STEEL STANDARD QUILITY. II IS :2062 :1962 =STRUCTRUAL STEEL FUST ON WELDING QUILITY. III IS :816 :1956 =CODE OF PRACTICE FOR USE OF METAL ARE WELDING. IV IS :817 :1957 =CODE OF PRACTICE FOR TRANING & TESTING OF METAL ARE WELDING. NOTES NO.II 1. CERTIFIED THAT ALL THE CLEARENCE /APPROVALS FROM IRC, &OTHER RELEVENTS GOVT. DEPTT. HAVE ALREADY BEEN OBATINED 3. CERTIFIED THAT THIS IS NOT A RESITEMENT CASE . 4. ALL FACILITES EXECUTED AS PER THESE DRG. 2. CERTIFIED THAT THERE IS NO COURT CASE PENDING IN ANY COURT OF INDIA AGENTS THIS PERMISES /DEALERS SHIP NOTES NOTES NO. I ALL ELECTRICAL FITTINGS SHALL CONFORMS TO BESS 229 OR EQUIVELENT ISI SPECIFICATION. THERE IS NO ROAD CROSSING WITHIN 1.5M ON EITHER SIDE OF THE PROPOSED PLOT. THERE IS NO DRAIN, SEWER OR STRUCTURE WITHIN 1.5M FROM THE UNDER GROUND TANKS. 40MM DIA. & 80MM DIA. VENT PIPES 4M HIGH FROM GROUND LEVEL AND 4M CLEAR ALROUND GROUND WITH INVERTED 'U' TYPE VENT HOOD COVERD WITH TWO LAYERS OF NON-CORRODABLE DPS BOARD FIXED IN SALES ROOM 1.5M HIGH FROM ITS FLOOR LEVEL AND SHALL NOT BE KEPT TANK FED BY TANK LORRY. 6. "NO SMOKING" SIGN SHALL BE DISPLAYED AT THE PETROL PUMP. METAL WIRE GAUZE OF 11 MESH PER LINEAR cm AT ITS OPEN ENDS. UNDER LOCK & KEY. 7. 9. 10. 1. 2. 3. FILL POINTS ARE KEPT 4.5M CLEAR ALROUND WITHIN THE PLOT. FILL PIPES AND DIP PIPES ARE FITTED WITH LOCKING CAP. 8. 5. 4. BOTH THE TANKS ARE NOT TO BE REPLENISHED AT THE SAME TIME. 4 NOS . FOAM TYPE FIRE EXITINGSX OF CAPACITY 9LTR. EACH FOR PETROLEUM FIRE ,2 NOS. CO2, TYPE FIRE EXTINUISHERS OF CAPACITY 3 KGS EACH FOR ELECTRICAL FIRE &6NOS. FIRE BUCKETS FILLED WITH DRY SAND .SHALL BE PROVIDED AT THE PETROLPUMP 5 5 5 5 5 4400 5 5 DRAIN CANOPY STEEL PILLER SIZE 400x400 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE 5973 4550 17450 6759 48600 16000 16600 16000 EGRESS INGRESS FOOT PATH 2800MM WIDE 5560 4450 7450 900 1830 5800 15827 12363 3520 900 1660 1150 OFFICE BUILDING 14495 16252 28924 6745 7346 2688 3740 CANOPY 25797 9970 8850 SITE PLAN \H0.7x;SCALE 1:200 ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 PROJECT : INDIAN OIL RETAIL OUTLET, M/S-RAMA S/STN.ROAD NO.56 OPPOSITE ANAND VIHAR INDUSTRIAL AREA(NEAR ANAND VIHAR I.S.B.T)NEW DELHI TITLE : AS BUILT DRAWING DATE :09-07-2011 5740 7340 2690 <> 8840 UP 5 5 5 LUBE STORE TOILET SALES ROOM 3280 5 5 5 1960 GROUND FLOOR PLAN 5740 7340 2690 <> 8840 DOWN 5 5 5 TOILET DEALERS ROOM 3280 5 5 5 1960 FIRST FLOOR PLAN DEALERS ROOM 5 2850 1 3 5 7 9 1 3 5 7 9 17 15 13 11 V1 DW2 D2 DW1 V2 D1 W3 W4 RAMP 5 5 RAMP D3 DOOR & WINDOW SCHEDULE S.NO. TYPE WIDTH SILL LVL. LINTEL LVL. 01 02 04 05 06 07 08 09 03 2100 2100 2470 2470 2120 2120 2470 2470 2100 900 750 3050 4350 5280 4350 1000 1000 750 00 00 00 00 00 00 1500 1500 00 D1 D2 DW1 DW2 W3 W4 V1 V2 D3 5740 7340 2690 <> 8840 UP 5 5 5 LUBE STORE TOILET SALES ROOM 3280 5 5 5 1960 5 2850 1 3 5 7 9 V1 DW2 D2 DW1 RAMP 5 5 RAMP 5 5740 7340 2690 3740 8840 DOWN 2000 900 900 TOILET DEALERS ROOM 3280 4030 3440 4350 1960 FIRST FLOOR PLAN SCALE 1:200 DEALERS ROOM 1 3 5 7 9 17 15 13 11 V2 D1 W3 W4 D3 DOOR & WINDOW SCHEDULE S.NO. TYPE WIDTH SILL LVL. LINTEL LVL. 01 02 04 05 06 07 08 09 03 2100 2100 2470 2470 2120 2120 2470 2470 2100 900 750 3050 4350 5280 4350 1000 1000 750 00 00 00 00 00 00 1500 1500 00 D1 D2 DW1 DW2 W3 W4 V1 V2 D3 5 5 5 5 5 5 EGRESS INGRESS 5 5 7440 5 5 26000 6740 STEEL COLUMN 400x400 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE 5973 4550 17450 6759 48600 16000 16600 16000 EGRESS INGRESS FOOT PATH 2800MM WIDE 5560 4450 7450 900 9600 900 1660 1150 SALES BUILDING 26000 42686 6745 8843 CANOPY 21750 SITE PLAN \H0.7x;SCALE 1:200 ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 PROJECT : INDIAN OIL RETAIL OUTLET, M/S-RAMA S/STN.ROAD NO.56 OPPOSITE ANAND VIHAR INDUSTRIAL AREA(NEAR ANAND VIHAR I.S.B.T)NEW DELHI ADDITION & ALTERATION TO R/O DATE :09-09-2011 DOOR & WINDOW SCHEDULE S.NO TYPE WIDTH SILL LVL LINTEL LVL. 01 02 04 05 03 2100 2520 2520 2520 2520 900 750 3050 4350 4350 1000 900 00 00 00 00 00 00 1500 00 D1 D2 W3 W4 V1 D3 5970 UP 5 5 LUBE STORE TOILET SALES ROOM 3280 5 5 4238 5 1 3 5 7 9 V1 DW2 D2 DW1 5 8840 DOWN 2000 900 TOILET OFFICE 3280 3440 4238 1960 FIRST FLOOR PLAN SCALE 1:50 DEALERS ROOM 1 3 5 7 9 17 15 13 11 V1 D3 W3 W4 01 02 04 05 06 07 08 03 2100 2520 750 3050 4350 5273 4350 1000 00 00 00 00 00 00 1500 00 D1 D2 DW1 DW2 W3 W4 V1 D3 P.W.D. B/LINE P.W.D. B/LINE LAYOUT PLAN \H0.7x;SCALE 1:100 PATPAR GANJ INDUSTRIAL AREA ANAND VIHAR I.S.B.T BUS DEPOT AUTO MOBILE CENTER VILLAGE GHAZIPUR TO GHAZIPUR DRAIN ROAD (NO.56) 60.0M R/W TO G.T ROAD ROAD 45.0M R/W TO GHAZIABAD PROP.SITE OF I.O.C.L PETROL PUMP ANAND VIHAR RAILWAY LINE H.S ROAD NO .57 45.0M R/W VAISHALI UTTER PRADESH DELHI UTTER PRADESH BOUNDARY SURYA NAGAR H.S KEY PLAN \H0.7x;SCALE N.T.S DRAIN NORTH 6000 5 4050 AREA CHART : AREA OF PLOT = 1043.91 SQM. TOTAL COVD. AREA OF BUILDING = 102.28 SQM. AREA OF GROUND FLOOR = 51.14. SQM. AREA OF FIRST FLOOR =51.14 SQ.M. TOTAL CANOPY AREA = 208.8 SQ.M. GROUND COVERAGE ACHIEVED = 4.9% F.A.R. ACHEVED = 9.8% TITLE: 5740 42686 5 5 5 5 5 5 5 5 7150 5 5 5 5 5 \LA 2100 2100 2100 5970 6000 5 5 5 5 5 5 7580 7580 5 5 5 5 5970 5 5 5 4050 6000 5 5 CANOPY CANOPY CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING 5 5 5 FRONT ELEVATION FRONT RIGHT ELEVATION 6760 100MM TH. 1:2:4 CONCRETE RAMMED EARTH 5 5 5 5 7580 7580 5 CANOPY CANOPY STEEL STRUCTURE WITH P.V.C CLADDING 5 PLINTH LVL.+450 DRIVEWAY LVL.±00 5 5 TERRACE T.O.SLAB lvl.+5950 TOP OF PARAPET LVL.+6000 600 TOP OF FIRST FLOOR SLAB LVL.+3320 LUBE STORE SECTION AT AA 5 6000 5 5 5 5 150MM TH. SAND FILLING PLINTH LVL.+450 DRIVEWAY LVL.±00 TOP OF FIRST FLOOR SLAB LVL.+3320 5 230 TH. BRICK PARAPET WALL 100MM TH. 1:2:4 CONCRETE RAMMED EARTH 150MM TH. SAND FILLING DEALERS ROOM LUBE STORE OFFICE SECTION AT BB 5 5 8840 5970 5 6000 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 8030 5 BACK SIDE ELEVATION FRONT SIDE ELEVATION DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 PROJECT : INDIAN OIL RETAIL OUTLET, M/S-RAMA S/STN.ROAD NO.56 OPPOSITE ANAND VIHAR INDUSTRIAL AREA(NEAR ANAND VIHAR I.S.B.T)NEW DELHI ADDITION & ALTERATION TO R/O DATE :09-09-2011 TITLE: Water Harvesting Certificate is factually correct to the best of our knowledge and understanding. water as stipulated under clause 22.4.1,22.4.2 and the information given therein harvesting requirements as well as minimum anticipated discharge of waste (1) Certified that the building plans submitted for approval satisfy the water The recycled Water shall be used for horticulture purposes (2) waste water recycling system shall be incorporated at site . knowledge and understanding. design of the building and these provision shall be adhered to during hazards based on soil.conditions has been duly incorporated in the (2) It is also Certified that the structural design including safety from natural the construction. Structural stability Certificate the information given therein is factually correct to the best of our requirements as stipulated under clause 18 of building bye-law, 1983 and (1) Certified that the building plans submitted for approval satisfy the safety remove the mulba and the cost shall be borne by basis.If the same is not done, in that case the local body shall (1) The mulba during the construction will be removed on weekly falling material remains within the protected area. shall be hoisted at the facades of the building to ensure that any side .In addition to this, a net or some other protective material level which is to be painted to avoid unpleasant look from road of erecting a screen wall not less than 8 ft. in height from ground properly screen the construction site off the main road by means (2) During construction it is mandatory on the part of the owner to (3) Noise related activities will not be taken up for construction at night Certificate the owner of the plot. after 10 p.m. 6000 ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 RAIN WATER HARVESTING RECHARGE PIT RAIN WATER HARVESTING RECHARGE PIT \LA 5 CHANGING ROOM PANTRY V1 \LB V1 SALES ROOM PANTRY DEALERS ROOM CHANGING ROOM 5 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE FIRST FLOOR PARKING SIZE GARAGE ROLLING SHUTTER ROLLING SHUTTER STORE TOILET SALES ROOM OIL ROOM &STORE ROLLING SHUTTER 5 5740 2600 5 5 5 5 5 3410 5 5 5 5510 5 5 5 5 5 5 5 6750 5 5 5 5 EGRESS INGRESS 5 5 5 5 5 5 15820 15820 12360 5 7590 5 5 5 WATER 5 5 5 ELECTRIC PANEL 5 5 5 5 5 5 5 5 5 5 5 5 SITE PLAN \H0.7x;SCALE 1:100 CANOPY TOIET LALEIS TOIET GENTS 5 5 FIRST FLOOR PARKING SIZE GARAGE ROLLING SHUTTER ROLLING SHUTTER STORE TOILET SALES ROOM OIL ROOM & STORE ROLLING SHUTTER 5740 2600 5 5 5 5 5 3410 5 5 5 5510 5 5 5 5 6750 15820 7590 5 5 5 ELECTRIC PANEL 5 5 5 5 5 5 5 5 5 5 5 5 CANOPY PROPOSED DEMOLISHED AS BUILT 5 5 6000 BUFFER STRIP 5 BUFFER STRIP 3000 5 5 5 TERRACE T.O.SLAB lvl.+5950 TOP OF PARAPET LVL.+6000 R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM 5 5 5 5 5 5 5 5 DRIVEWAY LVL.±00 5 5 5 5 5 5 STAIRCASE 21747 5 5 5 5 5 5 D1 D2 DW1 2520 2000 00 DW3 09 5 \LB DRIVEWAY LVL.±00 MANHOLE 500x500 MANHOLE 500x500 5 5 5 5 5 RAMP 5 \A1;250 \A1;1167 \A1;500 \A1;1375 \A1;1375 \A1;1375 \A1;1375 \A1;500 \A1;6000 \A1;2500 \A1;150 \A1;1167 \A1;1167 \A1;250 \A1;1167 \A1;1167 \A1;1167 \A1;600 \A1;600 \A1;200 \A1;200 ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :PRAMOD.B CHECKED BY :HARI K.G.NAMBIAR SCALE :-1:50 PROJECT : TITLE : DATE :9-10-07 INDIAN OIL RETAIL OUTLET CLIENTS : MARKETING DIVISION NORTHERN REGION WORLD TRADE CENTRE ,BABAR ROAD NEWDELHI. SHEET NO. CAN/STR-III M/S TYAGI PETROLEUM IN PART OF KHASRA NO.86/26,86/02 & 86/09 VILL.-GHEVRA, DELHI ROHTAK ROAD(NH-10),DELHI. INDIAN OIL CORPORATION LTD. STRUCTURAL ENGINEER : N.P.K. NAMBIAR LT.COL.(RETD.), C.E.(RETD.) B.E.(CIVIL),M.Sc.,F.I.E.(F-7789) PROPOSED SECTION THROUGH STEEL SECTION THROUGH CANOPY GUTTER MAIN BEAM ISLC 350 350x100 wt/m 38.8 kg/m 125 DEEP CHANNEL PIECE AT INTERVALS TO SUPPORT VALLEY GUTTER TIE BEAM ISLC 225 225x90 Wt./m = 24kg. ISA100100 CLEAT FIXING MAIN BEAM TO BASE PLATE. 300x150x10TH.STIFFENER COLUMN BASE PLATE 600x600x16TH. 16mmdBOLTS 8nos. PURLIN ISJC175 175X60 Wt./m = 11.2kg C.G.I. SHEET LAID TO SLOPE 150 HIGH STEEL BOX SECTION WEDGE. 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 P.V.C. FASCIA SCALE1:50 501420.7438195009 NGL NGL PUMP ISLAND FINISHED DRIVEWAY LVL. 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 P.V.C. FASCIA 501420.7438195009 501420.7438195009 501420.7438195009 501420.7438195009 COLUMN FOOTING DETAILS 12 Nos. ANCHOR BOLTS wt/m 20.6 kg/m 2 Nos. ISLC 200 200x75 CHANNELS 300x150x10 mm THK. STIFFNERS. 501420.7438195009 501420.7438195009 10mm THK. MS. PLATE 25mmd 1200mm LONG. GUTTER MAIN BEAM ISLC 350 350x100 wt/m 38.8 kg/m TIE BEAM ISLC 225 225x90 Wt./m = 24kg. ISA100100 CLEAT FIXING MAIN BEAM TO BASE PLATE. 300x150x10TH.STIFFENER COLUMN BASE PLATE 600x600x16TH. 16mmdBOLTS 8nos. PUMP ISLAND CANOPY (REV.) BASE PLATE 600X600X16 th. 6mm THK. MS. PLATE 150 width FROM TOP TO BOTTOM OF COLUMN \A1;600 \A1;600 \A1;200 \A1;200 17802.37935702689 17802.37935702689 COLUMN FOOTING DETAILS 12 Nos. ANCHOR BOLTS wt/m 20.6 kg/m 2 Nos. ISLC 200 200x75 CHANNELS 300x150x10 mm THK. STIFFNERS. 17802.37935702689 17802.37935702689 10mm THK. MS. PLATE 25mmd 1200mm LONG. BASE PLATE 600X600X16 th. 6mm THK. MS. PLATE 150 width FROM TOP TO BOTTOM OF COLUMN 6508 9190 1230 970 1053 2070 3637 1987 1230 3061 215 9190 6892 6892 2845 6345 17500 15108 9000 8310 6496 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 SLOPE 1:100 CANOPY ROOF -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 -226968.4893618046 WATER TANK 1000LITRE EACH SLOPE 1:100 SLOPE 1:100 100d RWP ENCASED IN PCC C D F G J 3 4 5 6 7 2 A B 100d RWP ENCASED IN PCC ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :PRAMOD.B CHECKED BY :HARI K.G.NAMBIAR SCALE :-1:75 PROJECT : M/S GANGA PETRO AT DISTRICT CENTRE,SECTOR 10, DWARKA,NEWDELHI TITLE : DATE : 27-06-07 NORTH INDIAN OIL RETAIL OUTLET TERRACE PLAN SHEET NO. TP-I \A1;9978 \A1;4035 \A1;10750 \A1;19970 \A1;7460 \A1;5180 \A1;3653 \A1;1372 \A1;7930 \A1;1600 \A1;6000 \A1;8800 \A1;2500 \A1;3000 \A1;3000 \A1;3000 \A1;3000 \A1;9000 \A1;5000 \A1;5000 \A1;6535 \A1;7000 \A1;7000 \A1;7000 \A1;11015 \A1;9035 \A1;20235 \A1;14470 \A1;21720 \A1;13035 \A1;6700 \A1;3500 \A1;3970 \A1;3150 \A1;2420 \A1;2750 \A1;2790 \A1;1210 \A1;8160 \A1;9800 \A1;8800 \A1;15000 \A1;19500 \A1;45.72 \A1;36.57 \A1;3000 \A1;3000 \A1;45720 \A1;36570 \A1;12000 \A1;12000 \A1;3000 \A1;15480 \A1;5540 \A1;6330 \A1;1385 \A1;3925 \A1;1148 \A1;6000 \A1;11112 \A1;2000 \A1;1700 \A1;8470 \A1;6000 \A1;15000 \A1;6000 \A1;15000 \A1;8470 \A1;6000 \A1;5500 \A1;10750 \A1;19500 \A1;8470 \A1;6000 \A1;5500 \A1;10750 \A1;6000 \A1;6000 \A1;600 \A1;600 \A1;2750 \A1;2400 \A1;8470 \A1;6000 \A1;10750 \A1;15000 \A1;6000 \A1;2750 \A1;2400 \A1;600 \A1;600 \A1;6000 \A1;6000 \A1;5540 \A1;6000 \A1;5500 \A1;3310 \A1;2000 \A1;15480 \A1;2500 \A1;3500 \A1;1000 \A1;1570 \A1;900 \A1;900 \A1;15480 \A1;21720 \A1;8800 \A1;4035 \A1;19970 \A1;9978 \A1;15480 \A1;1178 \A1;11112 \A1;8470 \A1;45720 \A1;36570 \A1;12000 \A1;12000 \A1;3000 \A1;8800 \A1;19500 \A1;6000 \A1;5500 \A1;45720 \A1;5500 \A1;10750 \A1;15000 \A1;13035 \A1;1923 \A1;11170 \A1;3800 \A1;3800 \A1;6000 \A1;3000 \A1;5943 \A1;2500 \A1;3000 \A1;5943 \A1;2500 \A1;15480 \A1;3000 \A1;9000 \A1;3800 \A1;3800 \A1;6000 \A1;3800 \A1;3800 \A1;6000 \A1;6000 \A1;3800 \A1;3800 \A1;900 \A1;7130 \A1;5100 \A1;6200 \A1;11830 \A1;4580 \A1;1150 \A1;5100 \A1;1500 \A1;6200 \A1;2030 \A1;15000 \A1;17000 \A1;7050 \A1;10300 \A1;36650 \A1;48000 \A1;48000 \A1;36650 \A1;2000 \A1;4000 \A1;1500 \A1;2500 \A1;3000 \A1;12500 \A1;11650 \A1;12500 \A1;R15240 \A1;R15240 \A1;18300 \A1;16760 \A1;17000 \A1;7000 \A1;14820 \A1;14830 \A1;10190 \A1;4000 \A1;8000 \A1;10000 \A1;3500 \A1;3500 \A1;4000 \A1;4000 \A1;7000 \A1;1000 \A1;13040 \A1;6000 \A1;8320 \A1;6000 \A1;23770 \A1;4000 \A1;4000 \A1;8730 \A1;14230 \A1;2000 \A1;3000 \A1;3500 \A1;4000 \A1;2230 \A1;1500 \A1;5000 \A1;3000 \A1;10820 \A1;10830 \A1;15000 \A1;1500 \A1;4460 \A1;11810 \A1;9100 \A1;1730 \A1;4460 \A1;4640 \A1;15000 \A1;10820 \A1;6000 \A1;3820 \A1;1000 \A1;16720 \A1;17000 \A1;14190 \A1;1730 \A1;4460 \A1;4640 \A1;15000 \A1;10820 \A1;6000 \A1;3820 \A1;14190 \A1;17000 \A1;11810 \A1;14190 \A1;17000 \A1;6160 \A1;3360 \A1;5300 \A1;8340 \A1;900 \A1;6840 \A1;2160 \A1;3820 \A1;2750 \A1;4500 \A1;6000 \A1;4500 \A1;2000 \A1;4000 \A1;1500 \A1;2500 \A1;3000 \A1;17000 \A1;7000 \A1;14820 \A1;14830 \A1;10190 \A1;4000 \A1;3500 \A1;3500 \A1;4000 \A1;7000 \A1;13040 \A1;6000 \A1;8320 \A1;6000 \A1;23770 \A1;4000 \A1;4000 \A1;2000 \A1;3000 \A1;3500 \A1;4000 \A1;1500 \A1;5000 \A1;3000 \A1;15000 \A1;10820 \A1;10830 \A1;1500 \A1;4460 \A1;1000 \A1;36650 \A1;48000 \A1;8000 \A1;10000 \A1;4000 \A1;1000 \A1;8730 \A1;14230 \A1;2230 \A1;11810 \A1;6000 \A1;6000 \A1;4500 \A1;4500 \A1;6000 \A1;3820 \A1;4910 \A1;3820 \A1;600 \A1;4460 \A1;15000 \A1;10820 \A1;6000 \A1;4910 \A1;11810 \A1;14190 \A1;3820 \A1;600 \A1;17000 \A1;600 \A1;2750 \A1;2750 \A1;3820 \A1;4000 \A1;7000 \A1;4000 \A1;7000 \A1;4000 \A1;4000 \A1;4000 \A1;7000 \A1;4000 \A1;4500 \A1;4500 \A1;1000 \A1;2000 \A1;4000 \A1;1500 \A1;2500 \A1;3000 \A1;11650 \A1;12500 \A1;17000 \A1;7000 \A1;14820 \A1;14830 \A1;10190 \A1;4000 \A1;3500 \A1;3500 \A1;4000 \A1;4000 \A1;7000 \A1;13040 \A1;6000 \A1;8320 \A1;6000 \A1;23770 \A1;4000 \A1;4000 \A1;2000 \A1;3000 \A1;3500 \A1;4000 \A1;1500 \A1;5000 \A1;3000 \A1;15000 \A1;10820 \A1;10830 \A1;1500 \A1;4460 \A1;6000 \A1;6000 \A1;36650 \A1;48000 \A1;12500 \A1;8000 \A1;10000 \A1;1000 \A1;8730 \A1;14230 \A1;2230 \A1;11810 \A1;1000 \A1;11650 \A1;12500 \A1;16760 \A1;17000 \A1;10190 \A1;4000 \A1;6000 \A1;6000 \A1;23270 \A1;4000 \A1;5000 \A1;3000 \A1;15000 \A1;10820 \A1;10830 \A1;1730 \A1;4460 \A1;36650 \A1;48000 \A1;12500 \A1;R15240 \A1;R15240 \A1;18300 \A1;8730 \A1;14230 \A1;2230 \A1;11810 \A1;9100 \A1;4640 \A1;4640 \A1;14665 \A1;6200 \A1;1800 \A1;1320 \A1;1320 \A1;1320 \A1;1320 LAYOUT PLAN \H0.5111x;\l(SCALE 1:100) \A1;660 \A1;660 \A1;660 \A1;6200 \A1;6000 \A1;6000 \A1;6000 \A1;3800 \A1;6000 \A1;6000 \A1;6000 \A1;3800 \A1;3000 \A1;3000 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 5 5 5 7000 5 5 5 9035 5 5 5 5 5 5 BUFFER STRIP 5 CNG CASCADE 5 5 5 5 5 CANOPY 19.5MX15M YARD LIGHT YARD LIGHT YARD LIGHT YARD LIGHT ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 PROJECT : INDIAN OIL PETROL PUMP AT 'C' POWER STATION,RING ROAD, NEW DELHI TITLE : REDESIGN OF PETROL PUMP DATE :29-12-2011 AREA CHART : AREA OF PLOT TOTAL COVD. AREA OF BUILDING AREA OF GROUND FLOOR TOTAL CANOPY AREA GROUND COVERAGE ACHIEVED F.A.R. ACHIEVED 1672 185.8 92.9 292.5 11.1% SQ.M SQ.M SQ.M SQ.M = = = = = = 5.6% TO RAJGHAT INDIRA GANDHI INDOOR STADIUM TO DELHI GATE ITO RING ROAD 45.72 36.57 SITE PLAN INDIAN OIL YAMUNA MATHURA ROAD TILAK MARG PURANA QUILA RIVER KEY PLAN P.W.D BOUNDARY P.W.D BOUNDARY 5 5 5 5 5 5 5 5 IOCL SIGN N NORTH POINT TO LAJPAT INGRESS EGRESS NAGAR LAYOUT PLAN SCALE 1:100 RAIN WATER HARVESTING RECHARGE PIT RAIN WATER HARVESTING RECHARGE PIT 5 5 5 5 YARD LIGHT YARD LIGHT YARD LIGHT YARD LIGHT YARD LIGHT F D S S V F D S S V S S S D F V 70KL HSD CLASS-B O O F D S S V F D S S V F D S S TWO NOS 20KL MS CLASS A-PET UNDER GROUND TANK IN BRICK MAS. PIT WITH RCC TOP SLAB(1:2:4) TANK SIZE 2100dX6250 LONG TWO NOS 20KL MS CLASS A-PET UNDER GROUND TANK IN BRICK MAS. PIT WITH RCC TOP SLAB(1:2:4) TANK SIZE 2100dX6250 LONG ONE NOS 70KL HSD CLASS-B PETROLEUM UNDER GROUND TANK IN BRICK MAS. PIT WITH RCC TOP SLAB(1:2:4) TANK SIZE 3000dX10500 LONG 20KL CLASS A-PET UNDER GROUND TANK IN BRICK MAS. PIT WITH RCC TOP SLAB(1:2:4) TANK SIZE 2100dX6000 LONG TANK ABANDONED DESU OPEN LAND UPTO 100M Water Harvesting Certificate is factually correct to the best of our knowledge and understanding. water as stipulated under clause 22.4.1,22.4.2 and the information given therein harvesting requirements as well as minimum anticipated discharge of waste (1) Certified that the building plans submitted for approval satisfy the water The recycled Water shall be used for horticulture purposes (2) waste water recycling system shall be incorporated at site . knowledge and understanding. design of the building and these provision shall be adhered to during hazards based on soil.conditions has been duly incorporated in the (2) It is also Certified that the structural design including safety from natural the construction. Structural stability Certificate the information given therein is factually correct to the best of our requirements as stipulated under clause 18 of building bye-law, 1983 and (1) Certified that the building plans submitted for approval satisfy the safety remove the mulba and the cost shall be borne by basis.If the same is not done, in that case the local body shall (1) The mulba during the construction will be removed on weekly falling material remains within the protected area. shall be hoisted at the facades of the building to ensure that any side .In addition to this, a net or some other protective material level which is to be painted to avoid unpleasant look from road of erecting a screen wall not less than 8 ft. in height from ground properly screen the construction site off the main road by means (2) During construction it is mandatory on the part of the owner to (3) Noise related activities will not be taken up for construction at night the owner of the plot. after 10 p.m. 5 STORE FOR TOOLS LUB BAY STORE SALES TOILET 5 5 5 5 SALES 5 5 5 CHANGING 5 5 5 5 5 5 5 5 5 CNG DISPENCER CNG DISPENSER MPD PUMP FOR MS CLASS-A MPD PUMP FOR MS CLASS-A PETROLEUM MPD PUMP FOR MS CLASS-A PETROLEUM 9978 PROPOSED DEMOLISHED AS BUILT OFFICE 5 LVL.+450 5 SUN SHADE 0.6M WIDE 1 3 5 7 9 11 13 15 17 UP TOILET HANDICAP TOILET CONVENIO LVL.+450 5 5 5 5 5 11112 5 5 5 FIRST FLOOR PLAN SCALE: 1:100 D1 D2 DW1 DW2 V1 V1 W1 W2 W2 D3 INDIAN OIL SIDE LEFT ELEVATION INDIAN OIL FRONT ELEVATION BACK SIDE ELEVATION SIDE RIGHT ELEVATION RAMP 5 15000 5 5 5 5 5 5 5 5 5 5 10750 6000 A A B B SECTIONAL ELEVATION AT-BB R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM TOP OF FIRST FLOOR SLAB LVL.+3320 5 5 5 5 5 PLINTH LVL.+450 DRIVEWAY LVL.±00 TOP OF PARAPET LVL.+6000 100MM TH. 1:2:4 CONCRETE RAMMED EARTH 150MM TH. SAND FILLING 230 TH. BRICK PARAPET WALL TERRACE T.O.SLAB lvl.+5950 CONVENIO OFFICE R.C.C. PLINTH BEAM 5 5 5 5 6000 SECTIONAL ELEVATION AT-AA 100MM TH. 1:2:4 CONCRETE RAMMED EARTH 150MM TH. SAND FILLING R.C.C. PLINTH BEAM 5 5 5 5 TOP OF PARAPET LVL.+6000 TERRACE T.O.SLAB lvl.+5950 TOP OF FIRST FLOOR SLAB LVL.+3320 5 STORE OFFICE STORE DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 DRIVEWAY LVL.±00 ARCHITECTS : HARI K.G.NAMBIAR ARCHITECTURAL CONSULTANCY STUDIO 320-L, SARITA VIHAR, NEW DELHI - 110044. PH. 26976602, MOB. 9868004969 DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 DATE :29-12-2011 N NORTH POINT 5 R.C.C. PLINTH BEAM MANHOLE 500X500 MANHOLE 500X500 RAMP 5 1 3 5 7 9 11 13 15 17 DN STORE 5 TOILET 2000x1700 LANDING W2 W2 W3 W4 W5 W1 W1 D3 V1 RAMP D4 PARKING 3 E.C.S. PER 100 SQ.M. COVERED AREA 5 5 5 LUBE STORE ELECTRIC & GENERATOR DW3 DOOR & WINDOW SCHEDULE S.NO. TYPE WIDTH SILL LVL.LINTEL LVL.REMARKS 1. D1 2. D3 3. DW1 DW2 900 750 2500 2760 00 500 500 500 2520 2520 2520 2520 ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. D2 W1 1000 2530 00 500 2100 2520 ALUMN. FR. ALUMN. FR. W2 2015 500 2520 ALUMN. FR. W3 2550 500 2520 ALUMN. FR. W4 1540 500 2520 ALUMN. FR. W5 2040 500 2520 ALUMN. FR. V1 600 1500 2520 ALUMN. FR. 4. 5 6. 7. 8. 8. 9. 10. 11. D4 965 00 2100 ALUMN. FR. DW3 3500 500 2520 ALUMN. FR. 12. 5 5 5 5 RAMP 5 5 5 5 W1 W5 W1 W1 W1 TITLE : REDESIGN OF PETROL PUMP PROJECT : INDIAN OIL PETROL PUMP AT 'C' POWER STATION,RING ROAD, NEW DELHI Certificate 45720 36570 12000 12000 21720 3000 BUFFER STRIP 8800 CNG CASCADE 8800 19500 CANOPY 19.5MX15M P.W.D BOUNDARY P.W.D BOUNDARY INGRESS EGRESS 4035 19970 9978 15480 1178 6000 11112 8470 5500 SALES BUILDING CANOPY 45720 FROM RAJGHAT TO LAJPAT NAGAR FROM LAJPAT NAGAR TO RAJGHAT C L OF 13.44M WIDE RING ROAD CENTRAL VERGE OF ROAD C L OF 13.44M WIDE RING ROAD LEVEL CROSSING SITE PLAN SCALE : 1:200 5 15000 10750 RAMP ROLLING SHUTTER 3500 00 2520 13. ROLLING SHUTTER R.S 13035 5 5 PARKING 5 5 5 PARKING 5 5943 5 5 5943 5 5 3000 5 5 5 5 PARKING PARKING PARKING 3800 3800 6000 6000 3800 3800 5 CANOPY SIZE 14500X28000 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V F D S V F D S V F D S V F D S 3M WIDE GATE 5 5 5 5 5 5 5 5 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MS MS HSD HSD CNG COMPRESSOR 5 5 5 5 5 5 LCV PLAT FORM 230MM THIK. AND 1800M. HIGH BOUNDARY WALL (OUT SIDE) 1800MM HIGH CHAINLINK FANCING OVER 300MM HIGH KERB WALL 40X75 LTRS. W.C. CNG CASCADE OVER CNG COMPRESSOR 230MM THIK.& 300M HIGH KERB WALL BEFFER STRIP 0.60M WIDE HUME PIPE 0.60M WIDE HUME PIPE 0.60M WIDE HUME PIPE STEEL CANOPY 15000X17000MM CNG PANEL ROOM 5000X2000MM 5 5 5 5 TOI. TOI. TOI. GEN. ROOM 5 5 5 5 5 ATM ROOM 4000X2000MM MGR.ROOM 4000X3000MM OFFICE 4000X3000MM SALES ROOM 4000X3000MM TOILET 1440X1500 FIRE EXITINGUISHERS 5 230MM THIK. AND 1220M. HIGH B.M BOUNDARY WALL HEAVY DUTY GRATED MAN HOLE COVER HEAVY DUTY GRATED MAN HOLE COVER IN OUT METALLED METALLED C/L OF THE ROAD LP LP LP LP LP LP LP LP LP LP CULVERT CULVERT CULVERT CULVERT 20KL MS TANK 20KL MS TANK 20KL MS TANK 20KL MS TANK D D D D W W W W W D 5 I.O.C.L SIGNAGE ARCHITECTS : DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 PROJECT : \H1.75x;RAMA SERVICE STATION MORTA MEERUT ROAD GHAZIABAD (U.P)\fTimes New Roman Greek|b0|i0|c161|p18; \H0.57143x; \H1.75x; TITLE : SUBMISSION DRAWING DATE :07-02-2012 AREA CHART : AREA OF PLOT TOTAL COVD. AREA OF BUILDING TOTAL CANOPY AREA GROUND COVERAGE ACHIEVED F.A.R. ACHIEVED 1759.2 112.630 255 ------ SQ.M SQ.M SQ.M = = = = = ------ N NORTH POINT PARKING 3 E.C.S. PER 100 SQ.M. COVERED AREA 5 5 5 5 5 FRONT ELEVATION INDIAN OIL 5 5 5 V W D DW INDIAN OIL 5 5 5 SIDE LEFT ELEVATION 5 5 5 5 5 SIDE BACK ELEVATION INDIAN OIL 5 5 INDIAN OIL 5 5 SIDE RIGHT ELEVATION 4450X4000MM ROOM 4450X4000MM INDIAN OIL 5 5 5 SECTIONAL ELEVATION-AA 5 3360 5 5 5 DRIVEWAY LVL+00 CANOPY COLUMN SECTIONAL ELEVATION CANOPY STEEL STRUCTURE WITH P.V.C CLADDING 5 5 5 R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM 100MM TH. 1:2:4 CONCRETE 150MM TH. SAND FILLING RAMMED EARTH TERRACE T.O.SLAB TOP OF PARAPET LVL.+3820 PLINTH LVL.+450 DRIVEWAY LVL.±00 2750 HANDICAP TOILET RAMP R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM 5 5 V F D S V F D S V F D S V F D S 3M WIDE GATE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MS MS HSD HSD CNG 5 5 5 5 5 5 LCV PLAT FORM 230MM THIK.& 300M HIGH KERB WALL BEFFER STRIP STEEL CANOPY 15000X17000MM CNG PANEL ROOM 5000X2000MM 5 5 5 5 TOI. TOI. TOI. GEN. ROOM 5 5 5 5 5 ATM ROOM 4000X2000MM MGR.ROOM 4000X3000MM OFFICE 4000X3000MM SALES ROOM 4000X3000MM TOILET 1440X1500 FIRE EXITINGUISHERS 5 LP LP LP LP LP LP LP LP LP LP 20KL MS TANK 20KL MS TANK 20KL MS TANK 20KL MS TANK D D D D W W W W W D 5 V W D DW 5 5 5 A A 5 6000 5 5 5 5 R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM MGR.ROOM ATM ROOM OFFICE SALES ROOM ROOM TOP OF PARAPET LVL.+3820 TERRACE T.O.SLAB DRIVEWAY LVL+00 DRIVEWAY LVL+00 5 PLINTH LVL.+450 CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING CANOPY STEEL STRUCTURE WITH P.V.C CLADDING COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN COLUMN 5 5 5 5 5 SECTIONAL ELEVATION-BB INDIAN OIL 5 CANOPY STEEL STRUCTURE WITH P.V.C CLADDING COLUMN COLUMN INDIAN OIL 5 5 5 SECTIONAL ELEVATION-AA 100MM TH. 1:2:4 CONCRETE 150MM TH. SAND FILLING RAMMED EARTH R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM MGR.ROOM ATM ROOM OFFICE SALES ROOM ROOM TOP OF PARAPET LVL.+3820 TERRACE T.O.SLAB DRIVEWAY LVL+00 5 PLINTH LVL.+450 CANOPY STEEL STRUCTURE WITH P.V.C CLADDING COLUMN COLUMN 5 5 R.C.C. PLINTH BEAM R.C.C. PLINTH BEAM TOP OF PARAPET LVL.+3820 TERRACE T.O.SLAB 5 5 5 5 100MM TH. 1:2:4 CONCRETE 150MM TH. SAND FILLING RAMMED EARTH PLINTH LVL.+450 DRIVEWAY LVL+00 A A B B 5 5 5 5 5 5 5 5 5 LVL.+450 OFFICE LVL.+450 LVL.+450 LVL.+450 LVL.+450 LVL.+450 5 5 V F D S V F D S V F D S V F D S 3M WIDE GATE 5 5 5 5 5 5 5 5 P.W.D. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MS MS HSD HSD CNG COMPRESSOR 5 5 5 5 5 5 LCV PLAT FORM 230MM THIK. AND 1800M. HIGH BOUNDARY WALL (OUT SIDE) 1800MM HIGH CHAINLINK FANCING OVER 300MM HIGH KERB WALL 40X75 LTRS. W.C. CNG CASCADE OVER CNG COMPRESSOR 230MM THIK.& 300M HIGH KERB WALL BEFFER STRIP STEEL CANOPY 15000X17000MM CNG PANEL ROOM 5000X2000MM 5 5 5 5 GEN. ROOM 5 5 5 5 5 ATM ROOM 4000X2000MM MGR.ROOM 4000X3000MM OFFICE 4000X3000MM SALES ROOM 4000X3000MM TOILET 1440X1500 FIRE EXITINGUISHERS 5 230MM THIK. AND 1220M. HIGH B.M BOUNDARY WALL LP LP LP LP LP LP LP LP LP LP 20KL MS TANK 20KL MS TANK 20KL MS TANK 20KL MS TANK D D D D W W W W W D 5 W D 4450X4000MM ROOM 4450X4000MM 5 6000 5 5 A A B B BOUNDARY LINE RAIN WATER HARVESTING RECHARGE PIT RAIN WATER HARVESTING RECHARGE PIT 36650 48000 12500 11650 12500 P.W.D. BOUNDARY LINE P.W.D. BOUNDARY LINE R15240 R15240 18300 16760 17000 10190 4000 6000 6000 23270 4000 8730 14230 230MM THIK.& 300M HIGH KERB WALL BEFFER STRIP 0.60M WIDE HUME PIPE 0.60M WIDE HUME PIPE 0.60M WIDE HUME PIPE STEEL CANOPY 15000X17000MM 2230 5000 3000 15000 10820 10830 1730 4460 11810 HEAVY DUTY GRATED MAN HOLE COVER HEAVY DUTY GRATED MAN HOLE COVER IN OUT METALLED METALLED C/L OF THE ROAD CULVERT CULVERT CULVERT CULVERT 9100 I.O.C.L SIGNAGE 1000 CANOPY BUILDING 5 4640 14665 CNG CASCADE CNG PANEL ROOM SITE PLAN SCALE 1:200 LAYOUT PLAN SCALE 1:100 P.W.D. BOUNDARY LINE Water Harvesting Certificate is factually correct to the best of our knowledge and understanding. water as stipulated under clause 22.4.1,22.4.2 and the information given therein harvesting requirements as well as minimum anticipated discharge of waste (1) Certified that the building plans submitted for approval satisfy the water The recycled Water shall be used for horticulture purposes (2) waste water recycling system shall be incorporated at site . remove the mulba and the cost shall be borne by basis.If the same is not done, in that case the local body shall (1) The mulba during the construction will be removed on weekly falling material remains within the protected area. shall be hoisted at the facades of the building to ensure that any side .In addition to this, a net or some other protective material level which is to be painted to avoid unpleasant look from road of erecting a screen wall not less than 8 ft. in height from ground properly screen the construction site off the main road by means (2) During construction it is mandatory on the part of the owner to (3) Noise related activities will not be taken up for construction at night after 10pm Certificate the owner of the plot. knowledge and understanding. design of the building and these provision shall be adhered to during hazards based on soil.conditions has been duly incorporated in the (2) It is also Certified that the structural design including safety from natural the construction. Structural stability Certificate the information given therein is factually correct to the best of our requirements as stipulated under clause 18 of building bye-law, 1983 and (1) Certified that the building plans submitted for approval satisfy the safety DOOR & WINDOW SCHEDULE S.NO. TYPE WIDTH SILL LVL. LINTEL LVL. REMARKS 1. DW1 2. DW2 3000 3000 00 2520 2520 ALUMN. FR. ALUMN. FR. DW1 DW2 DW3 D1 W1 W1 DW4 V1 D2 D3 W1 D4 3. 4. 5. 6. 7. 8. 9. 10. 11. DW3 DW4 DW5 D1 D2 D3 D4 V1 W1 5 5 5 5 5 5 TOI. DW5 DW5 DW5 DW5 TOI. TOI. TOI. 3000 1500 1320 1540 750 1000 2000 600 1000 00 00 00 00 00 00 00 00 1500 500 PROPOSED DEMOLISHED AS BUILT 2520 2520 2520 2520 2520 2520 2520 2520 2520 ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. ALUMN. FR. EXISTING PROPOSED DEMOLISHED AS BUILT EXISTING NOTE : 1). ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE MENTIONED. ARCHITECT'S SIGNATURE/SEAL OWNER'S SIGNATURE/SEAL ARCHITECTS : DRAWN BY :IMRAAN SAIFI CHECKED BY :H.K.N SCALE :1:100 TITLE : REDESIGN OF PETROL PUMP DATE :07-02-2012 N NORTH POINT ARCHITECT'S SIGNATURE/SEAL OWNER'S SIGNATURE/SEAL NOTE : 1). ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE MENTIONED. 5 5 5 6200 CLIENT : INDIAN OIL CORPORATION LTD. MARKETING DIVISION (NORTHERN REGION) WORLD TRADE CENTRE, NEW DELHI PROJECT : \H1.75x;RAMA SERVICE STATION MORTA MEERUT ROAD GHAZIABAD (U.P)\fTimes New Roman Greek|b0|i0|c161|p18; \H0.57143x; \H1.75x; CLIENT : INDIAN OIL CORPORATION LTD. MARKETING DIVISION (NORTHERN REGION) WORLD TRADE CENTRE, NEW DELHI 5 5 5 PARKING PARKING PARKING 5 6000 6000 6000 PARKING PARKING PARKING 3800 3000 5 TO DELHI TO MEETUT

Language	English
Drawing Type	Plan
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Garage, Car Parking Lot, Garden / Park
Tags	abscheider, autocad, de séparation, DWG, erdöl, les raffineries de pétrole, petróleo, petroleum, petroleum refinery, pétroliers, plan, pump, raffinerie, refinarias de petróleo, separador, separator, service station