Sanitary System. Provide a complete system of sanitary services, including toilet facilities, fixtures, drains, vents, water, etc., including all connections to the work services.
1. Provide a complete plumbing system with mens and ladies facilities on each floor to handle the total population of the Tenant. A minimum of 7 flush valve fixtures and 4 lavatories shall be provided on each floor for each sex. Toilet facilities shall be so located that no point on the floor is more than 200 feet from a Toilet room. Provisions shall be made in each toilet for the physically handicapped. Four drinking fountains shall be provided per floor.
2. Provide 4 wet stacks consisting of soil vent, cold water and hot water to facilitate future Tenant installations.
3. All branch water connections shall include a stop valve for maintenance purposes.
Sanitary System. (a) The Owner shall at its own expense and forever maintain all necessary sanitary sewer connections necessary to serve the development; and, without limiting the generality of the foregoing, no storm, surface or roof water or weeping tiles shall be discharged into the sanitary sewer system.
Sanitary System. (a) The Owner shall at its own expense and forever maintain all necessary sanitary sewer connections necessary to serve the development; and, without limiting the generality of the foregoing, no storm, surface or roof water or weeping tiles shall be discharged into the sanitary sewer system.
(b) The Owner shall provide an updated Demand and Capacity Report prior to the occupancy of the school to the satisfaction of the Director of Public Works
Sanitary System. (a) The Owner shall, at its own expense, forever maintain the internal sanitary forcemain system, including pumps, necessary to service the development.
(b) The Owner shall ensure that no storm, surface or roof water or weeping tiles shall be discharged into the sanitary sewer system.
(c) The Owner shall complete all sanitary system works required to service the development must be completed prior to the construction of any structures within the development.
(d) The Owner acknowledges that the Town shall bear no responsibility for sanitary waste entering the site due to forcemain system malfunction.
Sanitary System. 1600 LF of 6” sanitary drainage system below grade is included. Ten (10) floor drains with environmental baskets are included. Adequate capacity in existing municipal systems is assumed. One acid dilution basin has been included for battery chargers.
Sanitary System. A sanitary system, with packaged lift station, sized to service the plant, is provided and tied into the municipal sewer system at the site boundary.
Sanitary System. If the DEVELOPMENT will not be served by CITY Wastewater Utility, this Section includes the following language:
A. No municipal sanitary sewer is currently available to the DEVELOPMENT; each and every building or lot shall be served by an on-site disposal system installed in accordance with existing ordinances and regulations of the Waukesha County Environmental Services Department.
B. Should any of the Common or Open Spaces be used for private owner waste treatment systems (POWTS), those locations shall be as shown on the approved Construction Plans. Those POWTS shall be constructed, landscaped and maintained as an integral part of the open space and so as not to adversely impact or limit the use, character and sight lines of said open space.
C. DEVELOPER hereby indemnifies and holds harmless the CITY, its officers, agents, employees and assigns (hereafter the Parties Indemnified) as and against any and all demands, actions, causes of action, expenses or claims made against the Parties Indemnified, including but not limited to the actual attorney fees of the Parties Indemnified in defending such claims, arising from or related to the granting of permission to the DEVELOPER to construct POWTS partially or completely in the open space for this subdivision.
Sanitary System. The Landlord owns the sanitary system in the leased premises. Tenant shall connect to Landlord’s Sanitary Water System and will do it at Tenant's expense and without any right to reimbursement from Landlord, including the purchase, installation of any equipment and necessary process to make said connection. Said connection will be made in coordination with Landlord and in compliance with the requirements of Exhibit E attached hereto.
a.) TENANT shall pay monthly, the applicable rate for sanitary services which rate will be calculated according LANDLORD’s regulations.
b.) TENANT shall pay LANLORD for the sanitary services received since its occupation under the site access agreement. For that Landlord will issue the corresponding invoice to Tenant.
Sanitary System. The entire office building shall be served by a gravity type sanitary and waste pipe system. The core toilet rooms shall be served by vertical soil and vent stack risers. All sanitary risers shall be collected below the ground floor level within the highest garage level and piped to the sewer lateral leaving the building. Capped sanitary and vent connections shall be provided at each floor level for future tenant use. The garage levels shall be piped to the lowest level. The garage drainage system shall be piped through a garage interceptor and to a duplex sump pump. Capped kitchen grease waste connections for (2) future tenant restaurants shall be provided below grade level. Grease waste will discharge into (2) grease interceptors located below the grade accessible from outside of the building in accordance with local code. The grease interceptors shall discharge to the public sewer system. Sanitary and vent piping materials shall be based on longevity. Above grade piping shall cast iron no-hub or copper DWV. Below grade piping shall be cast-iron hub and spigot. Domestic water shall be distributed throughout the entire office building. The 4” incoming domestic water service shall include a reduced pressure backflow preventer and be pumped throughout the building by a duplex domestic water booster system package. The booster system shall provide a minimum of 30-PSI pressure to the top floor fixtures. Domestic water risers serving the core toilets shall be installed with ball valves at the base of each riser. Domestic cold water distribution mains shall be located in the P-6 level heated ceiling plenum feeding up to the risers. Capped and valved cold water connections shall be provided at each floor level off of the core domestic water risers for future tenant use. Central electric water heater located in the penthouse will provide domestic hot water to the core toilet room fixtures and mop sinks. Hot water circulation system will be provided to maintain hot water temperature at all times. Recessed box type exterior freeze proof wall hydrants shall be provided no more than 100 feet apart around the perimeter of the building. Wall hydrants shall be vandal and freeze proof, and provided with individual shut-off valves. Domestic water piping materials shall be based on longevity. The incoming service shall be either galvanized steel or copper type K. Above grade material shall be copper type L. All domestic hot and cold water shall be insulated through-out. Wh...
Sanitary System. 1. Sanitary Main Sewer Granular 'A' bedding and cover as per OPSD 1005.02, selected native material backfill except under existing roadway, full granular 'A' backfill to 100% S.P.D. 200mm diameter - PVC DR35 a) MH A - MH B 57.3 m $115.00 $6,589.50 100% $6,589.50 b) MH B - MH C 82.7 m $115.00 $9,510.50 100% $9,510.50 c) MH C - MH D 100.4 m $115.00 $11,546.00 100% $11,546.00 d) MH E - MH D 31.7 m $115.00 $3,645.50 100% $3,645.50 e) MH D - MH H 48.5 m $115.00 $5,577.50 100% $5,577.50 f) MH H - MH I 64.2 m $345.00 $22,149.00 100% $22,149.00 g) MH I - MH J - Full Granular backfill 58 m $880.00 $51,040.00 100% $51,040.00 h) MH J - EX MH - Full Granular backfill 10.9 m $2,415.00 $26,323.50 100% $26,323.50 2. Sanitary Manholes - precast manholes OPSD 701.010 complete including frame and cover, parging, benching, steps, granular 'A' backfill Mod-u-loc, drop structures, safety platforms where required and Kor-n-seal assemblies a) MH A +/- 2.4m deep 1 ea $5,800.00 $5,800.00 100% $5,800.00 b) MH B +/- 3.2m deep 1 ea $6,055.00 $6,055.00 100% $6,055.00 c) MH C +/- 4.2m deep 1 ea $8,530.00 $8,530.00 100% $8,530.00 d) MH D +/- 5.3m deep - to include safety platform as per OPSD 404.020 1 ea $9,935.00 $9,935.00 100% $9,935.00 e) MH E +/- 4.8m deep 1 ea $9,090.00 $9,090.00 100% $9,090.00 f) MH H +/- 5.8m deep - to include safety platform as per OPSD 404.020 1 ea $10,345.00 $10,345.00 100% $10,345.00 g) MH I +/- 5.9m deep - to include safety platform as per OPSD 404.020 1 ea $10,980.00 $10,980.00 100% $10,980.00 h) MH J +/- 5.7m deep - to include safety platform as per OPSD 404.020 1 ea $10,775.00 $10,775.00 100% $10,775.00 ITEM UNIT VINTAGES OF FOUR MILE CREEK INC. TOWN OF NIAGARA-ON-THE-LAKE
3. Sanitary Sewer Service (Laterals) - Green Pipe 100mm dia., PVC DR 28, granular 'A' bedding and cover as per OPSD 1006.02, selected native material backfill including connection to main sewer, tees, expandable plug and marker post and risers where required. 18 ea $1,000.00 $18,000.00 100% $18,000.00 4. Flushing, T.V. inspection, air test and mandrel inspection immediately upon completion. 453.7 m $11.50 $5,217.55 100% $5,217.55 5. Connection to existing manhole to include removal of benching and relocation of existing ladder rungs 1 L.S. $4,275.00 $4,275.00 100% $4,275.00 TOTAL SECTION 'A' $235,384.05 $235,384.05 $0.00 SANITARY SYSTEM ITEM UNIT VINTAGES OF FOUR MILE CREEK INC. TOWN OF NIAGARA-ON-THE-LAKE
