Miles. Local3 (Malaysian Ringgit) RM4 = 1 Miles RM4 = 1 Miles RM4 = 0.5 Miles 1 Emirates Retail Transaction refers to Retail Transaction with Merchant Category Code (“MCC”) 3026, which merchant name consists of keyword ‘Emirates’ 2 Overseas Retail Transaction refers to any Retail Transaction performed in foreign currency, i.e. non- Malaysian Ringgit currency, regardless of the location where the transaction is performed.
Miles. 2. This is the Proposal of [Contractor] to complete the Project for the amount set out in the accompanying Unit Prices List.
Miles. Dublin: c. 18
Miles. Blessington Village just off the Lake Drive Road in this most scenic location overlooking the Blessington Lakes and within easy commuting distance of Dublin and surrounds.
Miles. 4.1 The Bank will from time to time partner with FFPs so that the cardmember can use his Citi Dollars to redeem for FFP miles. The cardmember can use his Citi Dollars to redeem for FFP miles with the Singapore Airlines KrisFlyer, Asia Miles, Royal Orchid Plus, SkyMiles and British Airways Executive Club FFPs. For the avoidance of doubt, the Bank shall have reasonable discretion in choosing FFPs to participate in the Program and will inform cardmembers of participating FFPs.
Miles. Termini: From Cypress Point Parkway/Boulder Rock Drive to Florida Park Drive Description of Work: The Palm Coast Parkway project entails widening of approximately 1.23 miles of Palm Coast Parkway from Cypress Point Parkway/Boulder Rock Drive to Florida Park Drive with the addition of pedestrian/bike paths on both sides of Palm Coast Parkway. The widening of Palm Coast Parkway would consist of adding one lane to the outside of the existing four-lane divided roadway. The existing bridge over I-95 was constructed to accommodate a six-lane roadway and would require no new construction. The project will consist of new asphalt pavement, drainage, concrete curb and gutter, and sidewalks. In addition, the project will include streetscape and irrigation, and upgrades to storm water retention ponds and traffic control, including signage, striping, and signalization. Reason for Supplement and Supporting Engineering and/or Cost Analysis: Pursuant to Paragraph 4.0 Project Estimate and Disbursement Schedule of the Local Agency Program Agreement, the Agency and the Department acknowledge and agree that the Schedule of Funding for design includes the authorized and encumbered Federal funding for this project shall be reduced to an amount equal to the Agency’s design contract award amount of $272,934.00 The unencumbered funds of $272,934.00 will be applied to the Right-of-Way Phase (FPN 415963-1-48-01) for this project. Said revision is reflected on the Adjusted Exhibit B Schedule of Funding, attached hereto and incorporated herein, as Page 2 of 4. ADJUSTED EXHIBIT “B” SCHEDULE OF FUNDING Page 2 of 4 SUPPLEMENTAL NO. 1 DUNS NO. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION LOCAL AGENCY PROGRAM SUPPLEMENTAL AGREEMENT FPN 415963-1-38-01 CONTRACT NO. 00-000-0000 AQ 462 TYPE OF WORK By Fiscal Year FUNDING
Miles. The signatory City of Sheboygan, hereinafter called the Municipality, through its undersigned duly authorized officers or officials, hereby requests the State of Wisconsin Department of Transportation, hereinafter called the State, to initiate and affect the highway or street improvement hereinafter described. The authority for the Municipality to enter into this agreement with the State is provided by Section 86.25(1), (2), and (3) of the Statutes. NEEDS AND ESTIMATE SUMMARY: Existing Facility - Describe and give reason for request: This facility is a connecting highway. The proposed improvement is located on STH 28 within the City of Sheboygan from the east side of CTH TA intersection to 0.13 miles north of Xxxxxx Avenue intersection. STH 28 consists of 4 lane urban cross section with curb, gutter, and intermittent sidewalk sections. Proposed Improvement - Nature of work: The project is a perpetuation improvement project, anticipating a resurfacing level treatment which includes milling existing asphalt pavement, concrete repair/replacement, spot curb and gutter repair, storm sewer repair, replacing non-compliant curb ramps, and asphalt overlay. It’s anticipated that the entire roadway width from CTH TA to CTH OK will be resurfaced. Only the eastbound lanes of STH 28 from CTH OK to Xxxxxx Ave will be resurfaced. Describe non-participating work included in the project and other work necessary to finish the project completely which will be undertaken independently by the municipality: Any items added to the construction projects per the request of the municipality will be the financial responsibility of the municipality including any utility adjustment/work (sanitary or water). Non-Participating work will be determined as this project continues through the scoping and design process. Phase Total Est. Cost Federal/State Funds % Municipal Funds % Preliminary Engineering: ID 4640-07-00 Plan Development $274,800 $206,100 75% $68,700 25% 1Construction: ID 4640-07-70 CTH TA - CTH OK Category 010 - Roadway ID 4640-07-70 Construction Subtotal $1,760,000 $1,760,000 100% $0 0% $1,760,000 1Construction: ID 4640-07-71 CTH OK - Xxxxxx Avenue Category 010 - Roadway ID 4640-07-70 ConstructionSubtotal $785,900 $ 785,900 100% $0 0% $785,900 TABLE 1: SUMMARY OF COSTS Total Cost Distribution $ 2,820,700 $ 2,752,000 $ 68,700
Miles. Substation Dead End Structure Bay 6E, 500 kV Switchyard Xxxx Day Substation Slatt - John Day No. 1 CD 658 (31/1) To CD 521A (1/1) Fiber Optic Wood Pole AMV 92 (46/1A) Xxxxx Substation -------------------------------------------------------------------------------- Xxxxx Substation To XxXxxx Substation - 45.5 Miles Fiber Optic Wood Pole AMV 92 (46/1A) Xxxxx Substation XxXxxx - Xxxxx No. 1 CD 520A (46/1) To CD 394 (19/5) Fiber Optic Wood Pole AMV 94 (19/4A) To AMV 96 (19/4C) XxXxxx - Xxxxx Xx. 0 XX 000 (19/3) To CD 312 (2/2) Fiber Optic Wood Pole AMV 98 (2/1A) XxXxxx - Roundup No. 1 TL 9 (2/8) To TL 1 (1/1) Substation Dead End Structure Bay 10, 230 kV Switchyard XxXxxx Substation -3 of 11- XxXxxx Substation To Franklin Substation - 26.5 Miles Substation Dead End Structure Bay 2, 69 kV Switchyard XxXxxx Substation Fiber Optic Wood Pole AMV 99 (1/7A) To AMV 100 (1/7B) XxXxxx - Xxxxxxxx Xx. 0 XX 0 (1/7) To SN 149R (20/8) Fiber Optic Wood Pole Parallel To XxXxxx - Xxxxxxxx No. 2 AMV 101 (21/1) To AMV 119 (24/5) XxXxxx - Xxxxxxxx No. 2 Sh 4 (24/6) To ABH 1 (27/7) Substation Dead End Structure Bay 5, 230 kV Switchyard Franklin Substation XXXXXXXX - XXXX FIBER ROUTE SEGMENT SMF-28 CPC-6 36 STRAND FIBER Franklin Substation to Xxxxxx Substation - 21.0 Miles Substation Dead End Structure Bay 9, 115 kV Switchyard Franklin Substation Xxxxxx - Xxxxxxxx Xx. 0 XX 000 (21/13) To UH 1 (1/1) Substation Dead End Structure Bay 5, 115 kV Switchyard Xxxxxx Substation Xxxxxx Substation To Xxxx Substation - 3.9 Miles Substation Dead End Structure Bay 19, 230 kV Switchyard Xxxxxx Substation Midway - Xxxxxx No. 2 AFA 143 (29/6) To AFA 130 (27/4) Lower Monumental - Xxxx No. 1 ACF 183 (39/2) To ACF 191 (40/5) Substation Dead End Structure Bay 8, 500 kV Switchyard Xxxx Substation -4 of 11- Xxxx Substation to Hanford Substation - 19.6 Miles Midway - Xxxxxx No. 2 AFA 130 (27/4) To AFA 74 (15/3) Xxxx - Xxxxxxx No. 1 AAV 54 (11/3) To CA 261 (18/4) Substation Dead End Structure Bay 4, 500 kV Switchyard Hanford Substation Hanford Substation To Midway Substation - 14.3 Miles Midway - Xxxxxx No. 2 AFA 74 (15/3) To AFA 10 (2/3) Midway Xxxxxx No. 1 TV 11 (2/3) To TV 1 (1/1) Substation Dead End Structure Bay 7, 115 kV Switchyard Midway Substation Midway Substation To Moxee Substation - 34.0 Miles Substation Dead End Structure Bay 4, 115 kV Switchyard Midway Substation Midway - Moxee No. 1 YC 1A (1/1) To YC 222 (34/8) Substation Dead End Structure Bay 4, 115 kV Switchyard Moxee Substation Moxee Sub...
Miles. The above repeater/antenna arrangements will have greater range when communicating with mobile units. There are scenarios where extended communications range is not required or desired. When an incident or event takes place in a relatively confined area, a MARC tower can be raised to an intermediate height, thereby reducing the range. An advantage of this set-up is that the MARC Unit can be operational in less time, if it is not necessary to install guy cables and anchors. When the wind speed is below 10 mph and not gusting, the MARC tower can be raised to approximately 25 to 45 feet, without guying. In this type of set-up, the MARC Unit can be operational in less than an hour. One important safety rule is the tower cannot be left unattended in this configuration and must be lowered before wind speed/gusting occurs above 35 miles per hour occur, with one antenna on. The more antennas on the tower require the tower to be lowered at less wind gust speeds, example; with three antennas on the tower, the tower must be lowered when wind gusts reach 25 miles per hour.
