Fire Hydrant Typical Details DWG Detail for AutoCAD

Fire Hydrant Typical Details DWG Detail for AutoCAD

Fire Hydrant typical details; RE INFORCEMENT

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

first submittal for approval, second submittal for approval, third submittal for approval, fourth submittal for approval, fifth submittal for approval, sixth submittal for approval, seventh submittal for approval, site utilities, layout, area -, kfu-fyc-, legend:, typ, typical, min, minimum, max, maximum, millimeter, upvc, unplasticized polyvinyl chloride, inside diameter, on center, d or dia, diameter, meter, centimeter, hdpe, high density polyethylene, f.g.l finish ground level c.l center of pipe level g.l ground level i.l. invert level t.l. top level f.f.l. finish floor level hp high point lp low point s slope l pipe length n,e north, east, swing check valve, two way fire department, inlet connection inside cabinet, siamese connection, top-title, bottom title, section, detail of ladder step, finish grade, galvanized, ladder, concrete grading bricks, mortar bed, walkway level, concrete manhole ring, manhole neck details, opening, rising slot, inscription, blind lifting, key hole, register, frame and cover, section c – c, fire water main pipe, valve, type fire hydrant, dry barrel breakaway, precast concrete cover, link, curve no., to the fire fighting network, fence of the project, connection, fire hyd, galvanized ladder, road, park etc., sidewalk, red, white, steel bollards, plan, elevation, fire hydrant, thrust block, walkway, fire hydrant chamber, base plan reinforcement, precast slab reinforcement, plan reinforcement, fire hydrant elevation, fire hydrant plan, elevation reinforcement, steel bollards detail, siamese connection typical details, puddle flange, steel bollards typical, lean concrete, fire water netwotk, typical details, as shown, xxxxxxxxxx, xxxxxx

Raw text data extracted from CAD file:

00 FIRST SUBMITTAL FOR APPROVAL 01 SECOND SUBMITTAL FOR APPROVAL 02 THIRD SUBMITTAL FOR APPROVAL 03 FOURTH SUBMITTAL FOR APPROVAL 04 FIFTH SUBMITTAL FOR APPROVAL 27.07.2009 27.07.2009 27.07.2009 27.07.2009 27.07.2009 2 2 2 2 2 05 SIXTH SUBMITTAL FOR APPROVAL 27.07.2009 2 06 SEVENTH SUBMITTAL FOR APPROVAL 27.07.2009 2 19.08.2015 19.August(08).2015 00 01 01 02 03 04 05 06 AUGUST - 2009 DW1 DW2 DW3 DW4 DW5 DW6 DW7 SITE UTILITIES LAYOUT AREA - KFU-FYC- 1/250 SS SS 00 FIRST SUBMITTAL FOR APPROVAL 01 SECOND SUBMITTAL FOR APPROVAL 02 THIRD SUBMITTAL FOR APPROVAL 03 FOURTH SUBMITTAL FOR APPROVAL 04 FIFTH SUBMITTAL FOR APPROVAL 27.07.2009 27.07.2009 27.07.2009 27.07.2009 27.07.2009 2 2 2 2 2 05 SIXTH SUBMITTAL FOR APPROVAL 27.07.2009 2 06 SEVENTH SUBMITTAL FOR APPROVAL 27.07.2009 2 19.08.2015 19.August(08).2015 00 01 01 02 03 04 05 06 AUGUST - 2009 DW1 DW2 DW3 DW4 DW5 DW6 DW7 \LNOTES: 1. ALL DIMENSIONS ARE IN THE METRIC SYSTEM UNLESS OTHERWISE NOTED. 2. THE THRUST BLOCKS ARE DESIGNED TO RESIST A MAXIMUM INTERNAL PRESSURE OF 900 KPa. 3. THE THRUST BLOCK SHALL BE CAST TO FILL THE GAP BETWEEN PIPE AND THE EXCAVATED SOIL. 4. SULPHATE RESISTANT CEMENT SHALL BE USED FOR ALL CONCRETE WORKS. 5. MINIMUM CEMENT CONTENT SHALL BE 400 Kg/m³ AND THE WATER CEMENT RATIO SHALL NOT EXCEED 0.43. 6. CHARACTERISTIC CONCRETE STRENGTH AFTER 28 DAYS FOR THRUST BLOCKS 210 KG/M. 7. FOR THE FORCEMAIN LINE AND NETWORKS, NATIVE SOIL CAN BE USED FOR BACKFILLING. 8. THE BACKFILLING SHALL BE FREE OF LARGE STONES AND OTHER FOREIGN MATERIALS. 9. THE MAXIMUM GRAIN SIZE SHALL NOT EXCEED 5 MM. 10. THE PERCENT OF FINES ( DIAMETER LESS THAN 0.07 MM) SHALL NOT EXCEED 10%. 11. IF ABOVE CONDITIONS ARE NOT MEET, IMPORTED CLEAN AND GRADED SAND SHALL BE USED FOR BACKFILLING. 12. THE CONTRACTOR SHALL SUBMIT THE SUITABLE SIDE SYSTEM SUBJECT TO THE APPROVAL OF THE ENGINEER. THIS SYSTEM MUST INSURE THE SAFETY OF THE ADJACENT STRUCTURE (IF REQUIRED) 13. THE DIMENSIONS OF THRUST BLOCKS ARE SHOWN APPROXIMATELY, THE CONTRACTOR SHALL VERIFY SOIL CONDITIONS TO ENSURE APPROPRIATE DIMENSIONS. 14. THE DESIGN BEARING CAPACITY = 1 Kg/cm². 15. THIS DRAWING SHALL BE READ IN CONJUNCTION WITH THE SPECIFICATION AND IF ANY DISCREPANCY IS NOTED, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 16. FOR LOCATION REFER TO DRAWINGS: FW-M01 TO M07 - FIRE WATER NETWORK LAYOUT. LEGEND: TYP TYPICAL MIN MINIMUM MAX MAXIMUM mm MILLIMETER uPVC UNPLASTICIZED POLYVINYL CHLORIDE ID INSIDE DIAMETER OC ON CENTER d or DIA DIAMETER m METER cm CENTIMETER HDPE HIGH DENSITY POLYETHYLENE F.G.L FINISH GROUND LEVEL C.L CENTER OF PIPE LEVEL G.L GROUND LEVEL I.L. INVERT LEVEL T.L. TOP LEVEL F.F.L. FINISH FLOOR LEVEL HP HIGH POINT LP LOW POINT S SLOPE L PIPE LENGTH N,E NORTH, EAST SWING CHECK VALVE TWO WAY FIRE DEPARTMENT INLET CONNECTION INSIDE CABINET SIAMESE CONNECTION TOP-TITLE BOTTOM TITLE 1:1 1 8888A101 300 SPACES @ 300 500 SECTION D DETAIL OF LADDER STEP FINISH GRADE 200 GALVANIZED LADDER CONCRETE GRADING BRICKS MORTAR BED WALKWAY LEVEL CONCRETE MANHOLE RING d12@200 3d12 600 MANHOLE NECK DETAILS 100 100 OPENING RISING SLOT INSCRIPTION BLIND LIFTING KEY HOLE REGISTER INSCRIPTION C MANHOLE NECK & COVER DETAILS FRAME AND COVER 600 100 MIN 25 mm SECTION C - C FIRE WATER MAIN PIPE VALVE TYPE FIRE HYDRANT DRY BARREL BREAKAWAY HDPE PIPES d160 \A1;250 \A1;250 \A1;100 \A1;1500 \A1;250 \A1;100 \A1;100 \A1;250 \A1;1200 \A1;250 \A1;100 \A1;1700 \A1;1900 \A1;2000 \A1;2200 \A1;1200 \A1;250 \A1;100 \A1;100 \A1;50 \A1;300 \A1;MIN.1100 \A1;250 \A1;200 \A1;350 \A1;100 \A1;250 \A1;1500 \A1;250 \A1;100 \A1;2000 \A1;2200 \A1;ROAD, PARK ETC. \A1;SIDEWALK \A1;550 \A1;550 \A1;1500 \A1;250 \A1;300 \A1;VAR. (MIN.1100) \A1;200 \A1;250 \A1;900 \A1;1000-1250 \A1;550 \A1;600 5 \A1;250 \A1;MIN. 1550 \A1;100 \A1;250 \A1;250 \A1;100 \A1;1500 \A1;250 \A1;100 \A1;1200 \A1;250 \A1;100 \A1;1700 \A1;1900 \A1;2000 \A1;2200 \A1;100 \A1;250 \A1;250 \A1;100 \A1;1500 \A1;250 \A1;100 \A1;1200 \A1;250 \A1;100 \A1;1700 \A1;1900 \A1;2000 \A1;2200 L=400 L=1900 T16-150 B L=1900 T16-200 T L=200 L=400 L=200 L=400 L=1900 T16-150 B L=1900 T16-200 T L=200 L=400 L=200 \A1;800 \A1;1200 L=200 L=1900 T16-150 B L=1900 T16-200 T L=200 L=200 L=200 T12-150 B T12-200 T T12-150 B (4) d12 B (4) d12 T (4) d12 T (4) d12 B T12-200 T \A1;450 \A1;710 \A1;340 \A1;350 \A1;550 \A1;300 \A1;480 \A1;MIN. 1041 \A1;250 \A1;450 \A1;710 \A1;340 \A1;250 \A1;250 \A1;100 \A1;250 \A1;1500 \A1;250 \A1;2000 \A1;100 \A1;450 \A1;550 \A1;1300 \A1;450 \A1;100 \A1;1300 \A1;550 \A1;1850 \A1;2450 \A1;600 \A1;100 MIN \A1;25 mm PRECAST CONCRETE COVER LINK 10mm MORTAR BED d12@200mm d12@200mm d12@150mm 250 LINK 250 \A1;250 \A1;300 \A1;SPACES @ 300 \A1;500 \A1;200 \A1;600 \A1;100 \A1;100 \A1;250 A CURVE No. TO THE FIRE FIGHTING NETWORK 50 mm WATERPROOF FENCE OF THE PROJECT CONNECTION 65mm HOSE FIRE HYD \A1;d600mm ACCESS COVER WITH HEAVY DUTY CAST IRON 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 STEEL BOLLARDS d150 5 5 5 5 \A1;d600mm ACCESS COVER WITH HEAVY DUTY CAST IRON GALVANIZED LADDER T12-150 5 5 MIN.<> 5 5 5 5 5 5 5 5 5 5 ROAD, PARK ETC. SIDEWALK 5 5 T12-150 T12-150 H12-150 H12-150 H12-150 H12-150 H12-150 H12-150 5 5 5 VAR. (MIN.<>) 5 5 5 RED WHITE d150 1000-<> 5 5 STEEL BOLLARDS MIN. 3mm THICK PAINTED PLAN 200mm PIPE 63mm ELEVATION 63mm \LNOTES 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED. 2. THE USE OF SCREWED CROSS FITTING IS NOT ACCEPTABLE. 3. THE OUTLET SIZE COULD BE 100mm DEPENDING ON THE SPECIFICATIONS OF THE PROJECT. FIRE HYDRANT THRUST BLOCK THRUST BLOCK FIRE WATER MAIN PIPE 5 ASPHALT (PARK, ROAD ETC.) WALKWAY MIN. <> T12-150 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 5 5 FIRE HYDRANT CHAMBER BASE PLAN REINFORCEMENT SCALE: 1:25 MM 04 S01 FIRE HYDRANT CHAMBER PRECAST SLAB REINFORCEMENT SCALE: 1:25 MM 05 S01 FIRE HYDRANT CHAMBER PLAN REINFORCEMENT SCALE: 1:25 MM 03 S01 FIRE HYDRANT ELEVATION SCALE: 1:25 MM 02 A01 FIRE HYDRANT PLAN SCALE: 1:25 MM 01 A01 FIRE HYDRANT CHAMBER ELEVATION REINFORCEMENT SCALE: 1:25 MM 06 S01 STEEL BOLLARDS DETAIL SCALE: 1:25 MM 07 A01 SIAMESE CONNECTION TYPICAL DETAILS SCALE: 1:25 MM 08 A01 5 5 (4) d12 B (4) d12 T 5 5 5 5 5 5 MIN. <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PUDDLE FLANGE d160 HDPE PIPE VALVE PUDDLE FLANGE STEEL BOLLARDS TYPICAL LEAN CONCRETE 27.07.2009 06.05.2009 27.07.2009 27.07.2009 27.07.2009 2 2 2 2 2 27.07.2009 2 27.07.2009 2 MAY - 2009 XX DW2 DW3 DW4 DW5 DW6 DW7 SITE UTILITIES FIRE WATER NETWOTK FIRE HYDRANT & VALVE BOX TYPICAL DETAILS AR-FW-A01 AS SHOWN XXXXXXXXXX XXXXXX 6204 WF A0-1189x841=1182x834.6

Language	English
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, fire, gas, gesundheit, hydrant, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, typical, wasser bestimmung, water