Lot 3. S1-1.3.1 Software as a service (SaaS) as defined by NIST as: the capability provided to the consumer is to use the provider’s applications running on a cloud infrastructure. The applications are accessible from various client devices through either a thin client interface, such as a web browser (e.g., web-based email), or a program interface. The consumer does not manage or control the underlying cloud infrastructure including network, servers, operating systems, storage, or even individual application capabilities, with the possible exception of limited user-specific application configuration settings.
Lot 3. All That Part Of The Xxxxxxxxx 0/0 Xx Xxxxxxx 00, Xxxx 0, Xxxxxx Xxxxxx Reserve, City Of Toledo, Lucas County, Ohio, Bounded And Described As Follows: Commencing At A Metal Disk Found In Concrete At The Northwest Corner Of Said Section 23; Thence South 00º14’11” West A Distance Of 465.00 Feet Along The West Line Of Said Section 23 To A Point; Thence South 89º51’45” East A Distance Of 119.05 Feet Parallel To And 465.00 Feet South Of As Measured Perpendicular To The North Line Of Said Section 23 To A Point On The Centerline Of Holland Sylvania Road ; Thence Southwest A Distance Of 352.94 Feet Along A Curve To The Right Having A Radius Of 636.62 Feet And A Central Angle Of 31º45’52” And A Chord Of South 10º39’58” West 348.44 Feet To The Point Of Beginning; Thence South 54º22’36” East A Distance Of 121.64 Feet To A Mag Nail Set; Thence South 89º34’54” East A Distance Of 256.18 Feet To A Mag Nail Set; Thence South 62º35’52” East A Distance Of 364.26 Feet To A Capped 5/8” Rod Set; Thence North 16º09’33” East A Distance Of 311.54 Feet To A Point On The Meander Line Of A Lake; Thence Along Said Meander Line The Next 4 Courses: South 74º38’38” East A Distance Of 42.66 Feet To A Point; North 89º15’01” East A Distance Of 215.51 Feet To A Point; South 70º42’36” East A Distance Of 105.95 Feet To A Point; South 37º13’48” East A Distance Of 154.34 Feet To A Point; Thence South 59º22’55” West A Distance Of 302.53 Feet To A Capped 5/8” Rod Set; Thence South 84º05’50” West A Distance Of 215.54 Feet To A Capped 5/8” Rod Set; Thence North 62º35’52” West A Distance Of 436.84 Feet To A Mag Nail Set; Thence North 89º34’54” West A Distance Of 256.95 Feet To A Mag Nail Set; Thence North 54º22’36” West A Distance Of 123.30 Feet To A Point On The Centerline Of Holland Sylvania Road; Thence Northeast A Distance Of 10.11 Feet Along A Curve To The Left Having A Radius Of 636.62 Feet And A Central Angle Of 00º54’37” And A Chord Of North 27º00’12” East 10.11 Feet To The Point Of Beginning, Containing 3.085 Acres More Or Less Of Which 303.281 Square Feet More Or Less Lies Within The Right Of Way Of Holland Sylvania Road. Subject To All Highways, Easements And Restrictions. The Land Herein Described Is Part Of Land Owned By Xxxxxxxx Elevator Company, Xxxxx County Tax Parcel #26-26771. Bearing Control Is Based On A Previous Survey By X.X. Xxxxxx. This Description Was Prepared On March 3, 2006 From A Survey Of The Premises.
Lot 3. 3.4.1.The Contracting Body shall place an order with the Supplier under this Lot detailing the core and non core services required.
Lot 3. No. 9 and 38 Millmount Grove together in one lot. The entire extends to c. 0.3 acres in total with development potential (subject to the necessary planning permission).
Lot 3. SATELLITE PHONE EQUIPMENT ONLY (INCLUDES SATELLITE PHONES AND ACCESSORIES)
Lot 3. The construction works must start within one week from the signature of the contract and must be completed within three months from the start. For any delay in execution, see article 21 of Annex 7 – General Conditions.
Lot 3. Coarse Sand "non-saline clean natural sand. Specific gravity of not less than 2.6. It shall be angualr angular (gritty to touch), hard and durable, free from clay, mica and soft flaky pieces. All sands must be well washed and clean before use. 90% of particles of size greater than 0.6mm and less than 2mm. Impurities: Sand shall be clean and free from injurious amount of organic impurities. Deleterious substances shall not exceed the following percentage by weight. Material passing No. 200 sieve: 2.0 Shale, coat, soft or flaky fragments: 1.0 Sulphur compounds: 0.3 Clay Lumps (wet, on No. 4 sieve): 0.00 Fine aggregate subject to five cycles of the soundness test, specified in ASTM C88 shall not show a loss exceeding 10 mass percent when magnesium sulphate solution is used except where otherwise approved. Grading Sand shall be well graded from coarse to fine within the limits given below or shall conform to the specified Fineness Modulus. Sieve No. % Passing by Weight 9.5mm 100 4 95-100 16 45-80 50 10-30 100 2-10" 500 cft LOT 4: Item Name Item Specification Quantity Unit Delivery Time Hand saw Hand SAW all- purpose, total length 750mm, for wood, teeth from tempered and hardened steel. Unbreakable handle. saw blade covered in protective cardboard sheath nr. 100 nr. LOT 5: Item Name Item Specification Quantity Unit Delivery Time Precast ''Small O Ring'' "150mm height - 750mm internal dia, 60mm thick reinforced concrete with steel wire mesh (50mm x 50mm) ratio 1:2:4 (Portland Composite Cement: Coarse Aggregate: Sand). Concrete shall be manufactured using Portland Composite Cement, non-saline clean sand and coarse aggregate. With materials to the specification in this table. Cement of different manufacturers and with different brands or types shall be kept seperately and shall not be used in the same mix. Only one brand, grade of kind of cement shall be used in given pre-cast unit. Coarse aggregate shall conform to the requirements of ASTM C33. Fine aggregates shall be non-saline clean natural sand and have a specific gravity not less than 2.6, and conform to the requirements of ASTM C-33 or BDS 243. Water used in the concrete shall be clean, free from injurious quantities of oil, alkali, salts and organic materials or other substances that may be deleterious to concrete or reinforcement and shall not contain any visibly solid material. Water whose concentration of chloride ions is in excess of 3,000 ppm (parts per million) shall not be used. 100 nr. LOT 6: Item ...
Lot 3. The City presently leases to the County Lot 3 of the Banks – Phase One, as numbered and delineated on the recorded plat thereof, of record in Plat Book 361, Pages 62- 63, Recorder’s Office, Xxxxxxxx County, Ohio, up to an elevation of 510 feet according the National Geodetic Vertical Datum of 1929 (“Ground Lot 3”), together with portions of the adjacent rights-of-way up to such elevation (the “Xxx 0 Xxxxxxxx XXXx”), pursuant to a Lease (the “Lot 3 Lease”) dated May 11, 2001 by the City and the County. The Lot 3 Lease is for a term of 99 years, and the County has constructed and operates a portion of the Existing Parking Facilities (as defined in the Parking Agreement) on and within Ground Xxx 0 xxx xxx Xxx 0 Xxxxxxxx XXXx, which provides physical support for the museum operated by the Freedom Center above Ground Lot 3. At the request of the County on or after the Project Trigger Date, the City shall convey to the County all of the City’s right, title and interest in and to Ground Lot 3, together with the right to maintain, operate, repair and reconstruct the Existing Parking Facilities within the Xxx 0 Xxxxxxxx XXXx, pursuant to a deed in the form of Exhibit C hereto; provided that (a) such conveyance shall not be subject to a right of re-entry in favor of the City,
