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HomeMy WebLinkAboutApproved File Copy ,l } I SE CA INN STREET, PORT ST. LUCIE, FL 34352 •m �... LINETABLE / 'ram �s� •. �,4�i1.!'N0 I LEPdG ��� �, 61, Ott`E 24,W cp MIN. SETBACK REQ.� ��—�,,� � � FRONT � a S `°� SIDES i. '�•` � CNR SIDE REAR 1 , ; ` \ >. w , .. TECH. 1 � ti o �, �r� CURVE TAM oml 04NO � � 0 LENGTH RAt5�t1S 6EL7A II:NGTIi F.Rl�G �t \(� f ;J�' C1151AT Fs�,�' 05-4,311" 57.47' 1 N42.1664°E �-ALL ANGLES AND MSTANCES SHOWN HEREON ARE BOTH RECORD,AND MEASURED UNLESS OTHFRMSC NOTED PHONE: W1.508.6272 rtWZZ LAPPci` c�ONTi:M `0t,-_ . vrAa accr�ccx�tr_�n at FAX:561.508.6309 YOE SU EYlNC.i, 'i.LC." q J5601 CORPORATE WAY, SUITE 103 WEST PALM FlEACH, FL 33407 J Neggonsmaying.com r New slab for future building is 20x20 with 3' sidewalk around the entire slab Footings will be only on the 20x20 area Walking will remain at 4" thick all the way around 1 Slab to property line 16' setback FILECOPY I SLAB — THICKENED EDGE FOOTING SIZES i r General Notes: 1. 6"x6" 10/10 WWM or Fibermesh added concrete 2. 6 MIL Visqueen vapor barrier required on termite treated soil when next to living space or under habitable space. 3. Compaction test required when fill exceeds 18", 95% minimum compaction i required. d SLAB/FOOTING USED 4"THICK SLAB MIN 4"THICK SLAB MIN 18" 8" --\\ 45 DEGREES - 45 DEGREES 8„ 2-#5 REBARS 12" if a cf, blik �Gr-3 ! ,dewa( ►q 2o�4,56 16 4 THICKASLAB MIN 4 THICK SLAB MIN 45 DEGREES _ 4"NON STRUCTURAL 1-#5 REBAR. (NO FUTURE BUILDING)t 4 Slab ooting updated 12/16/14 tjv a Pia l � FILE COPY R EV11 j CODE COMPLIANCE STA L. CIE COUNTY