HomeMy WebLinkAboutSidewalk & Driveway DetailSIDE ,WALK DETAIL Ll:)-6
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2' WIN SOD • PER PLAN 2' MIN SOD
0_5 TO 2% VAX I F
6' TYP,
TOP OF SOD ,TO BE LAID • 6' MI IMUM FOR SIDEWALKS ON COLLECTOR AND ARTERIAL
FLUSH WITH SIDEWALK ROAD, AYS
WITH 1OR
SLOPE FORYAiRST FOOTR 5' MINIMUM FOR SIDEWALKS ON LOCAL ROADWAYS
TYPICAL SIDEWALK
N.T,S.
REPLACEMENT PANEL a�CEiVeo
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EXPANSION JOINT 5 10't1
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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/C►, STEEL
REINFORCEMENT NOT ALLOWED,
4, ALL DELETERIOUS MATERIALS:
BEYOND ALL EDGES. TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES
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 Desi
Adorns Homes of NorlhWest Florida, Inc ns
of the Treasure Coast, LB7468
761 SE Port St Lucie Blyd
Port St Lucie, FL 34984 754 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*orrmlY@adomshornes,com ALD5543@gmail.com (772) 398-4290 SEA(_
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