1 RULES THE MADHYA PRADESH BHUMI VIKAS RULES, 1984 ...

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M.P.Bhumi Vikas Niyam, <strong>1984</strong>(c)(d)(e)(f)the minimum height of the ceiling of any basement shall be 0.9 meterand maximum of 1.2 Meters above the average surrounding groundlevel;adequate arrangements shall be made such the surface drainage doesnot enter the basement;the walls and floors of the basement shall be watertight and be sodesigned but the effect of the surrounding soil and moisture, if any, aretaken into account in design and adequate damp proofing treatment isgiven; andthe excess to the basement shall be separate from the main andalternate staircase providing access and exit from higher floors. Wherethe staircase is continuous incase of building served by more than onestaircase the same shall be of enclosed type serving as a fire separationform the basement floor and higher floors. Open ramps shall bepermitted if they are constructed within the building line subject to theprovision of clause (d).1 (5) The construction of multi level basement shall be allowed by authority inaccordance with land use and other provisions specified under these rulessubject to the condition that:-(a)(b)2 (6) Omitted.The minimum frontage of the plot shall be 21 Meters and the minimumaverage depth be 30 Meters and such plots abuts 18 Meters vide road,andThey shall be allowed only in detached buildings.74. Parapet.- Parapet walls and handrails provided on the edges of roofs terraces,balcony or verandah shall not be less than 1.05 meters in height from, thefinished floor level.75. Boundary Wall- The requirements of boundary wall are given below:-(a)except with the special permission of the Authority, the maximum heightof the compound wall shall be 1.5 Meters above the center line of thefront street. Compound wall up to 2.4 Meters height may be permitted ifthe top 0.9 meters of open type construction of a design to be approvedby the Authority;1 Notification No.23 (107)-95-XXXII, dt. 7-4-2000, Gazette dt.28-4-20002 NB: Sub-rule (6) of Rule 73 is omitted vide Notification No.F-3-80-2004-XXXII, dt.26-4-2205, Gazette dt.6-5-2005.72
M.P.Bhumi Vikas Niyam, <strong>1984</strong>(b)(c)the rear and side compound walls shall not have a height more than3Meters above the central line of the service road in case it exists otherwise 2 Meters shall be measured above the central line of the frontstreet, In case of a corner plot the height of the boundary wall abuttingon the side road shall also not be more than 1.5 Meters till the court yardwidth starts; andthe provisions of (a) and (b) are not applicable to boundary walls of jails,electric sub-stations, transformer stations, institutional buildings, likesanatoria, hospitals, industrial buildings like work-shops, factories andeducational buildings like schools, colleges, including the hostels andother uses of public utility undertaking, where height up to 2.4 Metersmay be permitted by the Authority.76. Septic Tanks.- Where a septic tank is used for sewage disposal, the location,design and construction of the septic tank shall conform, to the followingrequirements;-(b)(c)(d)(e)(i) Location of Septic Tanks and Sub-Surface absorption systems.- Asub-soil dispersion system shall not be within 18 Meters from anysource of drinking water, such as well, to mitigate the possibility ofbacterial pollution of water supply. It shall also be as removed from thenearest habitable building as economically feasible but not within 2Meters thereof so that there is no damage to the structures.(ii) Other Requirements. (a) Dimensions of septic tanks.- Septic tanksshall have minimum width of 75 centimeters minimum depth of onemeter below the water level and a minimum liquid capacity of one cubicmeter. Length of tanks shall be 2 to 4 times the width;septic tanks may be constructed of brick work stone masonry concreteor other suitable materials as approved by the Authority;under no circumstances should effluent from a septic tank be allowedinto an open channel drain or body of water without adequate treatment;minimum nominal diameter of pipe shall be 100 millimeters. Further atjunctions of pipes in manholes, direction of flow from a branchconnection should not make an angle exceeding 45 degrees with thedirection of flow in the main pipe;the gradients of land drains, under-drainage as well as the bottom ofdispersion trenches and soak ways should be between 1: 300 and 1:400 :73
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M.P.Bhumi Vikas Niyam, 1984RULESTHE
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M.P.Bhumi Vikas Niyam, 1984PART II-
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M.P.Bhumi Vikas Niyam, 198412. Occu
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M.P.Bhumi Vikas Niyam, 1984(v)(vi)(
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M.P.Bhumi Vikas Niyam, 1984Provided
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