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ca <br />3 <br />0 <br />Sri <br />0 <br />U <br />to <br />N <br />O <br />0 <br />co <br />CV <br />J <br />0 1 <br />pal <br />w <br />O <br />co <br />N <br />/ <br />a <br />0 <br />w <br />0 <br />N <br />0 <br />0 <br />a <br />PLOTTED: 3/24/2020 03:13 PM JOHN KRAMER <br />F F <br />CONCRETE DOME <br />TO DRAIN <br />CONCRETE FILLED 6" <br />NOM 0 STD WT SCH 40 <br />STL PIPE <br />SLOPE TO DRAIN <br />FIN GRADE <br />E <br />CONCRETE <br />MIN 1 g' <br />MIN <br />NOTES: <br />A. ACTUAL INSTALLATION LOCATION OF EACH <br />BOLLARD SHALL BE AS SHOWN ON THE <br />DRAWINGS OR AS DIRECTED IN THE FIELD. <br />D D <br />B. PAINT ALL PIPING MATERIALS OSHA SAFETY <br />YELLOW. <br />FDOT #57 STONE DETAIL 1 BOLLARD DETAIL <br />r�2�, <br />NTS <br />NTS <br />RIGHT-OF-WAY <br />I (VARIES) <br />W <br />-� Z 1'-2.5' WIDTH VARIES - 5' MIN. 1'-4„ SWALE <br />6' SHOULDER 14' ACCESS DRIVE 6' SHOULDER -' TYP. (VARIES) <br />C (VARIES, SEE C <br />o 'ROADWAY <br />BASELINE OF CONSTRUCTION o ROADWAY <br />(�') = a I STANDARDS) 1 1* SEE NOTE 2) 4� (3000 P.S.I.) CONCRETE <br />�' (n(p) PROFILE GRADE LINE � � / <br />A MAX. CROSS SLOPE OF 1 /2' (SEE NOTE 2) <br />6% VARIES 2% (1 /4" /Ff.) &COMPLY <br />-- + FDOT INDEX 304 do 310 <br />+ + + + + + + + + + + + + + + + + + + + + <br />+ + + + + + - <br />,) i. ' <br />�///Vzz A <br />I I i <br />2.50 ASPHALTIC CONCRETE Z <br />(TRAFFIC C, SP-12.5) 8" LIMEROCK (LBR 100) �' MIN. O <br />SOD (AVG. SOD (AVG. DEPTH 1 1 /2") <br />12'° TYPE B STABILIZATION (LBR 40 MIN) DEPTH 1 1 /2") V <br />6" x 6" 10/10 W.W.F. <br />(SEE NOTE 1 FOR OPTION) SUBGRADE COMPACTED TO 95% MAX. <br />DENSITY PER AASHTO T-99 <br />NOTES: Z <br />B 1. IN LIEU OF WIRE WOVEN FABRIC CONTRACTOR MAY USE CONCRETE REINFORCED WITH FIBERMESH AS AN ACCEPTABLE O B <br />ALTERNATE. V <br />2. SPECIAL ATTENTION SHALL BE GIVEN TO THE GRADED SOD PLACEMENT TRENCH. THE GRADING BY THE CONTRACTOR SHALL w <br />PROVIDE A 1 /2" DROP FROM THE SIDEWALK TO THE TOP OF THE SOD. 0 <br />3. SIDEWALKS ABUTTING DRAINAGE STRUCTURES SHALL BE LEVEL WITH THE TOP OF THE STRUCTURE. ILL <br />4. PROVIDE EXPANSION JOINTS BETWEEN ALL SIDEWALKS AND ALL STRUCTURES OR PAVEMENT. <br />ASPHALT PAVEMENT SECTION DETAIL (TYP)j 3 <br />NTS CONCRETE SIDEWALK DETAIL 4 <br />NTS <br />A Df51GNED AHOLMES APPROVED BYPROXCT W. DAM A <br />WASTEWATER TREATMENT FACILITY 2s110-o25-01 MARCH 2O20 <br />DRAWN JKRAMER Jones <br />ADVANCED WATER TREATMENT UPGRADE DETAILS <br />cNE TFRIEDRICH 730 NE WALDO CERTIFICATE OF AUTHORIZATION *1841 CITY OF ZEPHYRHILLS, FLORIDA x owe W. <br />ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 DOUGLAS R. YOUNG <br />VTR, DATE REVISIONS BY MPRD. � 324 S HYDE PARK AVE, SUITE 2S0, TAMPA, FLORIDA 33606 / (813) 258- 0703 P.E. 44204 C5 <br />FDOT #57 STONE, 6' DEEP x 3'-0" WIDE <br />MIN. OR AS INDICATED ON PLAN W/ <br />GEOTEXTILE PER FDOT SI 199 <br />00 <br />TYPE D CURB PER <br />STRUCTURE FDOT SI 300 <br />E L EL VARIES (SEE PLANS) <br />a <br />. :.:::.:. <br />\�\//\//\/lo <br />IN <br />e <br />d <br />e <br />1.5" <br />0 <br />a <br />j\\ <br />o <br />e <br />