HomeMy WebLinkAboutSidewalk & Driveway DetailsSIDEWALK DETAIL LD-6
2' MIN SOD • PER PLAN
0.6 TO 2% MAx
TOP OF SOD TO BE LAID
FLUSH WITH 13DEWALK
WITH 10h:1v OR FLATTER
SLOPE FOR FIRST FOOT
TYPICAL SIDEWALK
N.T.S.
SOD
6` TYP,
• 6' Vl! 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
Adams Homes of Norlh*est Florida, Inc, of the Treasure Coast, L87468
Portt St Lucie,, FL 34984 SE Purl Lucie Blvd, 754 NE Jensen Beach Blvd. Jensen Beach, FL 34957
Por
(P) 772-905-8394 Mailing Address:
(F) 772-905-8511 P.O. Box 1421 Jensen Beach, FL 34958 SEAL
Psl*orranty@odamshomes.cam ALD5543@gmail.com (772) 398-4290
PROPERTY ADDRESS: 5-351 Lic.r6
LELtL IF 1
B P# PSM 5543
LEGAL: LOT52 BLOCK Q L _SUBDIVISION h) �( Pc sORli of
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