Stormwater Drainage. Check with the Estate Manager how the water discharged from gutters and roofs and any discharge off streets or neighbouring properties is to be guided across your site to enter into the natural drainage lines and impoundments in the Simbithi Eco-Estate layout. The design must comply with the standards set out in the storm water management plan lodged with the Estate Manager’s Office.
Stormwater Drainage. For preambles see "Model Preambles for Trades (2008 Edition)" and applicable Supplementary Preambles as specified in the Trades. The said Model and Supplementary Preambles apply to all work described in this document. Tenderers are therefor referred to these documents for the full meaning and intention of all descriptions and no claims of any kind whatsoever will be entertained in this regard. SPECIFICATION AND PAY ITEMS TO : SABS 1200 - SECTIONS - DB, LB & LE 1 Provisional Sum for sewer line jetting and cleaning SUM 1 - 2 Point repairs to stormwater pipelines, including excavation and pipe repair - to depth 1.5m m 21 - 3 Construct new concrete stormwater channels to shape, including all excavation, trimming, shuttering, shaping and finishing m 21 - 4 Demolition and disposal of defective junction boxes and/or catchpits No 1 - 5 Construct new junction boxes, internal dimensions 0.6 x 0.6 m with 230 mm brick wall, 125 mm concrete floor, removable concrete medium duty cover - all to depth up to 1.5 m. No 1 - Total carried forward to summary - SECTION SUMMARY - EXTERNAL WORK AMOUNT 1 EXTERNAL WORKS Pg 58 - 2 SEWER Pg 59 - 3 DRAINAGE Pg 60 - Total carried forward to Final summary -
Stormwater Drainage. Provision for stormwater retention shall be in 5 accordance with the Land Development Regulations Ordinance #2013-11, as amended.
Stormwater Drainage. Provision for stormwater retention shall be in 18 accordance with the Land Development Regulations Ordinance No. # 2013-11, as 19 amended.
Stormwater Drainage. Mass concrete with a coarse aggregate of 19mm and a minimum compressive strength of 15MPa at 28 days 1 Apron channel 990mm wide x 85mm thick with rounded salient edges and finished on exposed surfaces with (2:1) cement mortar, laid to falls in panels not exceeding 1800mm long with 12mm bitumen impregnated softboard movement joints with exposed edges raked out for a depth of 10mm and filled with bituminous compound including all necessary excavation and formwork Metre 51 Section No. 3 Bill No. 1 STORMWATER DRAINAGE, ETC. SASRIA SOC LTD NQOBISIZWE CONSULTING Carried to Summary R Amount Movement joints 1 Movement joint not exceeding 300mm high formed of 12mm bitumen impregnated softboard placed vertically in position between concrete stormwater channel and brick walls or concrete aprons, etc. including raking out top section 10mm deep and filling with bituminous compound Metre 24 uPVC in class 34 pipe laid in and including excavation not exceeding 1m deep, backfilling and compaction to 93% AASHTO, risk of collapse, Class B bedding 2 110mm Pipe Metre 20 uPVC in class 34 pipe laid in and including excavation exceeding 1m and not exceeding 2m deep, backfilling and compaction to 93% AASHTO, risk of collapse, Class B bedding 3 160mm Pipe Metre 60 Extra over uPVC pipe for supplying, installing and jointing with an approved method of coupling the following uPVC pipe fittings in the main sewer lines 4 110mm Bend Number 12 5 110mm Access bend Number 8 6 110mm Access junction Number 8 7 110mm Junction Number 8 8 110mm Access double junction Number 6 9 110mm End cap Number 1 Carried to Summary R Section No. 3 Bill No. 1 STORMWATER DRAINAGE, ETC. SASRIA SOC LTD NQOBISIZWE CONSULTING SUNDRIES 1 Extra over excavations in earth for pipe trenches, etc. for excavations in soft rock Cubic metre 4 2 Extra over excavations in earth for pipe trenches, etc. for excavations in hard rock Cubic metre 2 3 20MPa/19mm Mass concrete in thrust blocks around fittings including any necessary additional excavation, formwork, etc. Cubic metre 1 4 Xxxxxx not exceeding 1m deep to invert comprising 100mm diameter vitrified xxxx xxxxxx trap and head, fitted with 190mm diameter cast iron grating, including excavating for, bedding on and encasing in 15MPa/19mm mass concrete and fitted with and including precast xxxxxx top bedded in (3:1) cement mortar 5 ABC cast iron straight or bent cleaning eye with removable cover jointed to 100mm vitrified clay pipe and set in and including 15MPa/19mm mass conc...
Stormwater Drainage. Other than the Stormwater Drainage, culverts, piping, connections and/or other related improvements that are located within the Xxxxx Street Extension R.O.W., in accordance with· Section 6.06 of this MOU Amendment, Owner shall construct onsite and off-site drainage improvements to convey storm water from the Land and accommodate natural flows from adjacent properties to the Colorado River in compliance with any applicable State or Federal law related to storm water drainage and discharge (the “Drainage Improvements”). City shall not require Owner to construct on-site detention on any portion of the Land within the natural drainage area of the Land. If necessary, any off-site stormwater easements shall be obtained by the Owner with assistance from the City. The Drainage Improvements may include excess capacity above and beyond (i) what is necessary to serve the Land and (ii) any existing or natural flow from adjacent properties. After the Drainage Improvements are constructed, Owner shall be solely responsible for negotiating agreements with adjacent property owner(s) who desire to use any excess capacity (if available) of the Drainage Improvements. Owner’s engineer shall notify City engineer of the amount of flow discharge to the Drainage Improvements as agreed to by Owner and any adjacent property owner. City shall have no role in these negotiations or agreements. All such agreements shall be filed by Owner in the Bastrop County Records.
Stormwater Drainage. It is anticipated that all stormwater flows generated by the development of the Project will generally follow the Property’s existing natural drainage and that Developer or Community Home Owners Association(s) will be responsible for the maintenance of any related drainage facilities to the extent located within the Property. Additional stormwater infrastructure, inside or adjacent to the Project boundaries, may be required by the City Engineer, upon review and analysis of the preliminary or final site plan. Builder/Sub-developer Completion of Developer’s Infrastructure Improvements; Bonding by Builder/Sub-developer. Developer may offer, for sale or lease, Parcels to builders or Sub-developers in a phased manner. Developer may enter into different types of transactions, including but not limited to, sales, development leases, or ground leases. As a condition of such transactions, Developer may contractually obligate the builder or Sub-developer to install, complete, and dedicate all or any portion of any of the Developer’s Infrastructure Improvements. Such builders or Sub-developers shall not be permitted to further assign such obligations. The City may require of such builders or Sub-developers a bond or any other financial assurance allowed by its ordinances for any Developer’s Infrastructure Improvements. At such time as the City receives and accepts such financial assurance, Developer’s obligation shall terminate with respect to such Developer’s Infrastructure Improvements. Developer and any Builder/Sub-developer may obtain building permits and/or temporary Certificates of Occupancy for model homes, home shows, sales offices, construction trailers or similar temporary uses in accordance with Utah Code Xxx. § 10-9a-802(2)(d) (2022).
Stormwater Drainage. (i) remodel existing drains and construction of new drains at selected areas; and
Stormwater Drainage. Provision for stormwater retention shall be in accordance 21 with the Land Development Regulations Ordinance No. 2013-11, as amended. A joint use 22 stormwater pond in partnership with the County of Volusia is proposed and the design of such pond 23 will be subject to review and approval by the County of Volusia, in addition to the City of DeLand 24 and all other applicable agencies.
Stormwater Drainage. A stormwater drain may be situated beneath the Land, and may form part of an inter- allotment stormwater drainage system. If so, the roof water drainage must be connected to the connection point provided by the Seller contained within the Land. If not, the Land must be sloped or graded so that all stormwater run off is drained or directed towards the road/s adjacent to the Land. If the Land has been cut or filled prior to construction of a dwelling, the cutting and filling must be carried out so that the dwelling pad is sloped or graded to ensure that all stormwater run off is drained or directed from the fill area to the cut area, and then drained or directed towards the inter-allotment drainage pit (if any) or the road/s adjacent to the Land at grades exceeding 1 in 100 (1%).
