- 1 - PERPETUAL AERIAL EASEMENT ACQUISITION AGREEMENT ...

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Exhibit 2Page 50 of 55The sidewalk, curbs, and medians will be required to end at the 12 foot distance. Asphalt Pavement will be utilizedby the Roadway in the space between the Masonry construction ending and the Crossing Panel Sections.Additionally the median treatment must be in compliance with standards.See Standard Drawings SC600.1, SC620.1, and SC650.1 for details.11 The Railway will require the following work be completed as part of the project work.No Trespassing Signs will be installed at all four quadrants of the Roadway Crossing. Installation will beperformed by Railway forces or Railway Authorized Contractor.This work will be authorized and completed by the Railway and the Roadway Authority shall be invoiced for allcosts associated with this installation. Please see Standard Drawings ES1010.0 for details.12 Please note that all proposed conduits underneath the existing Railroad tracks, if installed by Jack and Boremethod, shall provide a MINIMUM vertical cover of 5.5 feet below the Bottom of Tie to Top of Casing and extend tothe limits of the Railway right-of-way as shown in the standards referenced below.Please see Standard Drawings ES8090.5 and ES8090.6 and General Specifications for Sub-grade and AboveGrade Utility Crossings of Railway Right-of-Way for details.13 Please note that all proposed conduits underneath the existing Railroad tracks, if installed by the Directional Boremethod, shall provide a MINIMUM vertical cover of 10 feet below the Bottom of Tie to Top of Conduit or Casing andextend to 25 feet horizontally beyond the centerline of the track (measured perpendicular to track) beforetransitioning to a 5 foot MINIMUM vertical cover throughout the remainder of the Railway right-of-way as shown inthe standards referenced below:Please see Standard Drawings ES8090.4 for details.If Directional Bore conduit installed for use of traffic signal interconnection cable:Please see Specifications for the Installation of Traffic Signal Synchronization along Florida East CoastRailway Right-of-Way (see Standard Note 19 for more details).Section 3: Right of Way (Item 14 and 15)14 The following items should be shown on all applicable plans for clarity: Please show and identify the actual railway tracks through all Crossings for a minimum distance of 150 feet(along the tracks) on each side of the centerline of the roadway. Railway right-of-way should be shown, labeled, and dimensioned for clarity. Please show the actual Railwayright-of-way and not an approximate location. Please label the Railway right-of-way as “FEC R/W” or “FECROW” Identify Crossing Locations appropriately (See Comment #1)15 Storm Drainage Requirements:4 of 7
Exhibit 2Page 51 of 55No storm water may be directed towards or allowed to stand or pond within the Railway right-of-way. Earthswales or concrete or asphalt gutters shall be used to convey storm water to Municipal or private collectionsystems or storage ponds outside the Railway right-of-way.If the Roadway Authority work will affect or require modification to any existing Railway drainage facilitiesthrough or parallel to the work, it will be the Roadway Authority’s responsibility to properly design and provide adrainage system to accommodate the existing drainage, while not promoting or directing any additional volumeof storm water onto or towards the Railway right-of-way.No drainage structures (i.e. catch basins, manholes, junction boxes, etc.) shall be placed within the Railwayright-of-way.All storm water shall flow away from the Railway crossing surface and tracks structure. At no time shall anystorm water be directed towards the Railway crossing surface or track structure.Section 4: Traffic (Items 16-19)16 No Traffic Lane Shifts shall be allowed within the Railway right-of-way during construction. Therefore the followingnote is to be added to plans and the Maintenance of Traffic plans shall reflect this requirement.The Roadway Authority, or designated Contractor, shall not be allowed to perform Temporary LaneClosures, Lane Shifts, or detour routes within the Railway right-of-way without prior authorization from theRailway’s Signal Department personnel. The Roadway Authority will be required to contact the followingRailway Personnel to coordinate this phase of the project.Andy Fowler – Assistant Chief Engineer Signals and CommunicationsFlorida East Coast Railway7150 Philips HighwayJacksonville, Florida 32256Office: 904-279-3182Mobile: 904-669-1199E-mail: Andy.Fowler@fecrwy.comORFor Railway Mile Post 0+0000’ to 281+4096’James Powell – Signal Supervisor North EndFlorida East Coast Railway972 Deer Chase DriveSt. Augustine, Florida 32086Mobile: 904-669-2888E-Mail: James.Powell@fecrwy.comFor Railway Mile Post 282+2264 to 368+3059’John Marquette – Signal Supervisor South EndFlorida East Coast Railway3125 South Andrews LaneFt. Lauderdale, Florida 33316-4125Office: 305-889-5567Mobile: 954-325-3607E-Mail: John.Marquette@fecrwy.com5 of 7
Page 1 and 2: Exhibit 2Page 1 of 55PERPETUAL AERI
Page 3 and 4: Exhibit 2Page 3 of 55(a)(b)(c)Zonin
Page 5: Exhibit 2Page 5 of 55(e) Title shal
Page 12 and 13: Exhibit 2Page 12 of 55EXHIBIT 1PERP
Page 15 and 16: Exhibit 2Page 15 of 55PERPETUAL AER
Page 18 and 19: Exhibit 2Page 18 of 55SCALE: 1" = 3
Page 20 and 21: Exhibit 2Page 20 of 55EXHIBIT "B"TE
Page 22 and 23: Exhibit 2Page 22 of 55shall impleme
Page 24 and 25: Exhibit 2Page 24 of 55EXHIBIT 3NO L
Page 26 and 27: Exhibit 2Page 26 of 55Law Offices o
Page 28 and 29: Old Republic National Title Insuran
Page 34 and 35: Exhibit 2Page 34 of 55EXHIBIT 5FIRS
Page 36 and 37: Exhibit 2Page 36 of 552. Any work b
Page 38 and 39: Exhibit 2Page 38 of 55reimburse COM
Page 40 and 41: Exhibit 2Page 40 of 55improvements
Page 42 and 43: Exhibit 2Page 42 of 55or other obje
Page 44 and 45: Exhibit 2Page 44 of 55governmental
Page 46 and 47: Exhibit 2Page 46 of 55FIRST AMENDME
Page 48 and 49: Exhibit 2Page 48 of 55Due to the un
Page 52 and 53: Exhibit 2Page 52 of 5517 If pre-emp
Page 54 and 55: Exhibit 2Page 54 of 55EXHIBIT 6MATT

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