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HomeMy WebLinkAboutSidewalk & Driveway Details`,w SIDEWALK DETAIL LD-6 SOD ' PER PLAN 2' MIN SOD 6' TYP, 0.5 i0 2� �IAX TOP OF SOD TO BE LAID FLUSH OTH SIDEWALK ' ROAD, VIAYS FOR SIDEWALKS ON COLLECTOR AND ARTERIAL -J SLOPEWITH 1 h:ly OR OR RSi FOOTTER 6' VINIIVUV FOR SIDEWALKS ON LOCAL ROADWAYS TYPICAL SIDEWALK N.T.S. REPLACEMENT PANEL ::::1EXPANSION JOINT REPAIR OR REPLACEMENT N.T.S. NOTES: ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS FOLLOWS: I. CONCRETE TO BE MINIMUM 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, 2. TEST A MINIMUM OF ONE (1) COMPRESSIVE STRENGTH CYLINDER SAMPLE PER 50 CY OR ONE (1) PER LOT, WHICHEVER IS GREATER, COMPRESSIVE STRENGTH SHALL BE REPORTED AT 28 DAYS, 3, ONLY FIBER REINFORCEMENT TO BE USED IN COUNTY RIGHT OF WAY AT A MINIMUM OF 1.5 LB/CY, STEEL REINFORCEMENT NOT ALLOWED, 4, ALL DELETERIOUS MATERIALS TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES BEYOND ALL EDGES, 5. CONCRETE SHALL BE A MINIMUM OF 4 INCHES THICK FOR ALL SIDEWALKS TO BE OWNED OR MAINTAINED BY THE COUNTY. 6, SIDEWALKS THROUGH DRIVEWAYS SHALL BE 6" THICK MINIMUM, 7, SOD TO BE LAID WITHIN THREE (3) DAYS OF FINAL GRADING IN PUBLIC RIGHT OF WAY. 8, ENTIRE SIDEWALK SLAB BETWEEN CONTRACTION/EXPANSIONS JOINTS SHALL BE RECONSTRUCTED WHEN RESTORING EXISTING SIDEWALKS, 9. PRE -POUR INSPECTIONS ARE REQUIRED AND MUST BE ACCEPTED PRIOR TO POURING THE SIDEWALK. 10. FOR REPAIRS, REMOVE EXISTING SIDEWALK TO THE FULL WIDTH FROM CONTROL JOINT TO CONTROL JOINT (I.E. ONE *SECTION*) Adams Homes of Northwest Florida, Inc. Atlantic Land Designs Adams Homes of Norlh*esl Florida, Inc. I751 SE Port St Lucie Blvd, of the Treasure Coast, LB7468 Port St Lucie, FL 34984 78A NE Jensen Beach Blvd. Jensen Beach, FL 34957 (P) 772-905-8394 Mailing Address: (F) 772-905-8511 P.O. Box 1421 Jensen Beach, FL 34958 psl*arronty®odomshomes.com ALD5543@gmail.com (772) 398-4290 SEAL PROPERTY ADDRESS: 5-1/ 35- LC?_ CE.S, ,F, c,1r e B P# PSM 5543 LEGAL: LOT Liq BLOCK SUBDIVISION w� T`�-� 5�0 YL A sr,,ntaF FRp� " O R 1 D nP