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HomeMy WebLinkAboutAPPROVED WS 19- - Driveway Detail [ds] NOTES: ALL MATERIALS AND CONSTRUCTIONS PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST FDOT INDICES AND AS FOLLOWS: 1. 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. ALL DELETERIOUS MATERIALS TO BE REMOVED 6 INCHES BELOW BOTTOM OF SIDEWALK AND 6 INCHES BEYOND ALL EDGES. 4. CONCRETE SHALL BE A MINIMUM OF 4 INCHES THICK FOR ALL SIDEWALK TO BE OWNED OR MAINTAINED BY THE COUNTY. 5. SIDEWALK THROUGH DRIVEWAYS SHALL BE 4" THICK MINIMUM. 6. SOD TO BE LAID WITHIN THREE (3) DAYS OF FINAL GRADING IN PUBLIC RIGHT OF WAY. 7. PRE—POUR INSPECTIONS ARE REQUIRED AND MUST BE ACCEPTED PRIOR TO POURING THE SIDEWALK. 8. FOR REPAIR, REMOVE EXISTING SIDEWALK TO THE FULL WIDTH FROM CONTROL JOINT TO CONTROL JOINT (I.E. ONE *SECTION*) 9. 12" MINIMUM VISQUEEN AND CHEMICAL TERMITE TREATMENT AT ALL AREAS THAT ABUT ANY EXISTING CONCRETE STRUCTURE. 10. PROPERTY ADDRESS: 5150 ARMINA PLACE David Digitally signed by David Lindley DN:c=US,st=FL,I=Boca Raton, o=Ca ulfleld&Wheeler,Inc., ou-Survey,cn=David Lindley, Lindley indIey Dd1el2021.3.051045:13-05'00' ---------------------- DAVID P. LINDLEY, P.L.S. REG. LAND SURVEYOR #5005 STATE OF FLORIDA — LB #3591 CAULF I ELD & WHEELER, INC. DATE 3 3 2021 CIVIL ENGINEERING 0-e LANDSCAPE ARCHITECTURE - SURVEYING DRAWN BY KRL 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 55454 PHONE (561)-692-1991 / FAX (560-750-1452 F.B./ PG. N/A WATERSTONE, PHASE 1 SCALE N.T.S. DRIVEWAY DETAIL - LOT 19, BLOCK 3 JOB NO. 8690 6'x6' WELDED WIRE MESH 16' 4 4" EXPANSION THICK JOINT 4" THICK @ 4" THICK I DRIVEWAY ZI 4 THICK SIDEWALK JOINTS /20' MAX. APRON © ROAD CAULF I ELD & WHEELER, INC. DATE 3 3 2021 CIVIL ENGINEERING 0_e LANDSCAPE ARCHITECTURE - SURVEYING DRAWN BY KRL 7900 GLADES ROAD - SUITE 100 BOCA RATON, FLORIDA 55454 PHONE (561)-692-1991 / FAX (561)-750-1452 F.B./ PG. N/A WATERSTONE, PHASE 1 SCALE N.T.S. DRIVEWAY DETAIL - LOT 19, BLOCK 3 JOB NO. 8690