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1. 0 11 0 257 of said municipalities respectively and such bulkhead line is herewith accepted and adopted by this Board as its bulkhead line within the territorial area of each of such municipalities. Said bulkhead line is shown upon the attached "Exhibit A" Which consists of sheets 1 through 4, inclusive, of United States Department of Commerce Coast and Geodetic Survey Map. The line is the inked line superimposed on said map. For the purpose of clarification, the follow-` ing definition and explanations are made a part, to -wit: The shore line is defined as being the law sand escarpment upon which the ordinary tides fluctuate usually being at or near the vegetation line. When tides are referred to they mean the United States Coast and Geodetic Data as further established by tide gauge data of the. Corps of Engineers of the United States Army. The shore line is ordinarily the means high water mark of the regular and ordinary tides. Shore indentations may be'straightened out by following cords in a straight line from the outermost point to the outermost point provided the cord does not have a link of more than 300 feet and provided that this rule will not per- mit the blocking or interfering with channels or the free flow of waters. The area consisting of the east side of the Indian River from.the Sebastian Inlet to the north county line, the bulkhead line is the line 25 feet west from the shore line. The area on the east side of the Indian River from the north county line to the Wabasso Bridge, the existing shore line is the bulkhead line except beginning in the area of the big Slough and North Hole and South Hole near the North County line, the bulkhead line goes South across the North Hole and South Hole following a line 1320 feet West and parallel to the East line of Section 4, Township 31 South, Range 39 East, continuing to the South shore of the Big Slough and then following the shore line, provided, however, there shall be two 150 foot wide channels left open which said channels are described as follows: In Government Lot 1, of Section 4, 31/39 the following description is the ¢ of a required 150' wide canal: Point of beginning is 500* west of the N.E. corner of Section 4 along North line of Section 4, thence due South 612.34, thence due west and being 551.17' north of south line of Government Lot 1, section 4 and for a distance of 895', thence due south and a distance of 476.17' being 1395' east of east line of Section 4, thence due West as further described in property deed of W. L. Graham, Jr. and Non Fitler Graham, his wife, Deed Book 109, page 164. Further in Government Lots 2 and 3 of Section 4, 31/39 the ¢ of a 150' canal is described as follows: Point of beginning is 606.08' west of the S.E. corner of Government Lot 3, Section 4 on the South line of Government Lot 3 Section 4; • thence on a bearing of N. 45 degrees West a distance of approximately 990' to point on the bearing above described to•line 1395' parallel to go west df the east line of Section 4. .Then due North to a point 75' West of N.W. corner of Government Lot 3 and 75' North of N.W. corner of Government Lot 3, which is the point that the canal turns West as described above in Government Lot 1. On all islands in the Indian River the bulkhead line shall be the existing shoreline. On the East shore of the Indian River from the Wabasso Bridge South to the Town of Indian River Shores the bulkhead line will follow the existing shoreline. The area on the West side of the river from the North City limits of the City of to the mouth of the Sebastian River, the bulkhead line is established as 250 feet of the center line of the existing U.S. #1 Highway.