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Resolution 1603 1111 11101111 MONS 4171-7- 1 - - RESOLUTION NO. 1603 DISTRICT H-95 HIGHAY IYPROVED.ENT H-95 BE IT RESOLVED BY THE CITY COUNCIL OF :HE CITY OF MIAMI BEACH, FLORIDA: That the construction of the following de!cr,ibediimr.c4Tillienol, hereby ordered to oe made, the City Council neecy.. ....et, g is its intention to proceed under Section 29 of the City Charter. H-95 The following I,Jnes to be paved, and where heretoforepaved, repaved, to a width of thirty feet, with a. Bitu— minous Wearing Surface on a Lime Rock Base, and improved on each edge thereof with a concrete curb ,nd gutter, with necessary drainage, sewer inlets, manholes and catch basins; COCONUT LANE: For its entire length; SOUTH COCONUT LANE: For its entire length. As said Lanes Ere shown on Plats recorded in Plat Book No. 6, Page 54, in Plat Book No. 9, PaJ.-,es 109 a.1(1. 16.7* and in Plat Book No. 13 , Page 79; all of the Po ulc Records of Dade County, Florida. The City Engineer is hereby directed to prepare and to file with the City Clerk plans and specificationsofof said improvement and an estimate of the cost thereof, including an estimate the cost of the expenses of preliminary and other surveys , the in— spection and superintendence of the work,printing and tion of plans and specifications and estimates , the . prinl„,6 publication of notices and proceedings , the preparation ofbonds , interest during construction, legal services , abstracts , etc. , and any other expenses necessary and properthe proceedins , d work herein provided for; and the estimated amount to be assessed against each front foot of abu-Aint property. This Lliproveinent shall be designated in all proceedings , assessmentsi" and bonds as Highway Improvement H-95, end. the property which assessments therefor may be made for the cost thereof shall be desinated as District H-95. PASSED AND ADOPTED tbis 21;d day of May A. D. , 1927. 4-aZtill /4 • Piisident of City Council ATTST: (Protem) • • City Clerk. • , e 4010 „• 4a.411i SOP . -• , • . .. 111 a a a 0 co 11 0 P. ci• CD CI) M <D0 • 0 4::40q ci 1/431 *-3 0 03, ri44 çi ale 0 (Ts td 0 11 ‘../4 0 4 • • •