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SIDEWALK DETAIL LD-6
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2' MIN SOD ' PER
0_5 TO 2% VAX
TOP OF SOD TO BE LAID
FLUSH WITH SIDEWALK
WITH 100y OR FLATTER
SLOPE FOR FIRST FOOT
TYPICAL SIDEWALK
N.T.S.
2' MIN SOD
6' TYP.
' 6' VI IVUV FOR SIDEWALKS ON COLLECTOR AND ARTERIAL
ROAD AYS
5' MINIMUM FOR SIDEWALKS ON LOCAL ROADWAYS
REPLACEMENT PANEL
EXPANSION 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
I3,Adarns Hanes of Norlh*est Florida, Inc.
iJ61 SE Pal SI Lucie Blvd, of the Treasure Coast, LB7468
Pat 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*orronlyf3adomshornes.can ALD5543 ( ) SEAL
@gmail.com 772 398-4290
PROPERTY ADDRESS: '!SH Lid Lu �-t . �lN �ES,R
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PSM 5543
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LEGAL: LOT 5 BLOCK 1 SUBDIVISION -�yv'i_e. ,FRp�<OR�a �Py