Loading...
Resolution 5640 RESOLUTION NO. 5640 WHEREAS, it appears from a survey and blue-print made by Biscayne Engineering Company, Civil Engineers, by J. J. Bennett, Registered Engineer and Surveyor, Miami, Florida, on March 23rd, 1943, that a certain part of the building situated on Lots 10 and il, Block 4, Orchard Subdivision Number Four, according to Plat Book 25 at Page 30, of the Public Records of Dade County, Florida, encroaches upon the sidewalk in West 41st Street upon which said building abutts, as shown on said survey and blue-print prepared by said J. J. Bennett, Registered Engineer and Surveyor, a copy of which is attached hereto and made a part hereof, and WHEREAS, it further appears that said encroachment does not materially affect and interfere with the use of said sidewalk; THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF MIAMI BEACH, FLORIDA, that the aforesaid encroachment be al- lowed to remain for and during the life of said building. PASSED AND ADOPTED this 26th day of March, A. D. , 1943. ,.v Mayor ATTEST: - `'�City Clerk WEST 42 � 57": O �i /575 50.0 - So.o Sz c- , , ..�..»1 r 7 0 �7 26 2.5 z� 23 22 2/ 20 /9 ~ ° o 7o h Q v ZO A/ie�! 97 ,,,I, '!\1 Lkil -. k ven 1flh1ii11 /uL2 J �C r 57: o Scc7/e / 1 /00 ' SKETCH OF SURVEY Lots 10 & 11, Block 4, ORCHARD SUBDIVISION No. 4, according to Plat book 25 at Page 30, of the Public Records of Dade County, Florida. For Copeland & Therrel BISCAYNE ENGINEERING COMPANY Civil Engineers Order No. 7974 Miami, Florida March 23, 1943 F.B. #532-50 Scales Shown WE HEREBY CERTIFY:— That the attached "SKETCH OF SURVEY" of the above described property is true and corredt to the best of our knowledge and belief as recently surveyed and platted under our directions; also that there are no encroachments other than those shown. Jew '�e `, BISCAYNE ENGINEERING COMPANY - ‘k 19 ,i; By I 0 /44" , .. -- ., t. ,..� ., w ..„... •. B N Sec 'y. " , s /`egistered Engineer #145 ': ` 0 ,.. , ,' egistered Surveyor #46 • ,,...,--,1 ,•‘i STATE OF FLORIDA Pipe... 1 5o I a ./3 i "5 h r�8tti , 1 4003' I'-''." _rr.i Y.1 x.64 I 2 sly APt 1 ' O . .;1 N C.B.S. •C_..`I # O S.od-# .i1.-4 +--4.83• /.7 ;• I I 1 III 11\iii I -0.2 0.2 Encs? 1: • F/.aox Fi fe.xA- v \; \'r,'.\ 1 ' ,I /7.05• / s\" \ -6.-1; --• .513/ y \ , / /3.45 • _ \-,:.\ ,' ' f h Q 25./.5' 1..4- -- 0.08 Enc% o Ci ^" 24.83' /• /..5./y. C 55. /56(cB.S. k" .. .. S/aie ,o/c/5. .5/o.•e. D/,4• 4' 439ir X433 553/G I y So ' 'y. .1);76". <<;,.I N f Orn:amen�o/ .4.-0,-,i- tttl tV O Enc., 0.08 O Sc c?/e /if= 20 ' I 3 43oIli LC1 N co4-3 Ci� o " ciao H 44 0 0 U O ;i HH o U O S.. O 0 rl r! v r� a0 rcj 0 �' ri 0U • '' O cd U)