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SIDEWALK DE,TI�IL LID-6
2' VIN SOD ' PER PLAN 2' VIN SOD
r
0.5 i0 2% VAX 6' TYP
TOPFLUSH
OF SOD ID BE LAID � 6' VIIMUV FOR SIDEWALKS ON COLLECTOR AND ARTERIAL
FLUSH WITH SIDEWALK ROAAAYS
WITH FOR OR FLATTER 5I MINIVUV FOR SIDEWALKS ON LOCAL ROADWAYS
SLOPE FOR FIRST FOOT IV
TYPICAL SIDEWALK
N.T.S.
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/C►. 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.
Adams Homes of North*est Florida, Inc.
751 SE Part St Lucie Blvd.
Part St Lucie, FL 34984
(P) 772-905-8394
(F) 772-905-8511
Atlantic Land Designs
of the Treasure Coast, L87468
754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
PROPERTY ADDRESS:
no
SEAL
PSM 5543
LEGAL: LOT,`�BLOCK / SUBDIVISION
STAT[:OF
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