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LL <br />a <br />0 <br />0 <br />N <br />N <br />r <br />M <br />N <br />N <br />H <br />s <br />} <br />a <br />O <br />U <br />w <br />0 <br />0 <br />'a <br />g <br />w <br />LL <br />z <br />O <br />w <br />IL <br />F <br />O <br />z <br />} <br />a <br />z <br />g <br />W <br />W <br />2 <br />N <br />0' 10, 20' <br />SCALE: 1" = 10` <br />GRADING LEGEND <br />EL <br />ELEVATION <br />TYP <br />TYPICAL <br />C/O <br />CLEANOUT <br />IE <br />INVERT ELEVATION <br />SD <br />STORM DRAIN <br />SL <br />STORM LEADER <br />x 49.58 <br />EXISTING ELEVATION <br />12.52 <br />PROPOSED SPOT ELEVATION <br />MEG <br />MATCH EXISTING GRADE <br />0 <br />DRAINAGE INLET <br />D <br />MITERED END SECTION <br />. ,nr <br />SURFACE STORMWATER FLOW <br />FFE <br />FINISH FLOOR ELEVATION <br />S#6.0 <br />SEE SHEET # 6.0 <br />S/W <br />SIDEWALK <br />D-50 <br />STORM SEWER STRUCTURE NUMBER <br />PROPOSED CONCRETE <br />PAVEMENT <br />PROPOSED ASPHALT <br />PAVEMENT <br />— —SF — —SF — EROSION CONTROL <br />> >— DIRECTION OF FLOW <br />EXISTING SURFACE CONTOURS <br />ALTERNATIVE PIPE MATERIALS NOTES: <br />ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE <br />FOLLOWING CONDITIONS: <br />1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS <br />2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS <br />THE REQUIREMENTS OF FDOT INDEX # 205 <br />3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: <br />a.) ADS N-12 WT IB HDPE <br />b.) CONTECH A-2000 PVC <br />c.) HANCOR SURE-LOK WT HDPE <br />4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III. <br />5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF <br />RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. <br />6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL <br />CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH <br />ALTERNATIVE PIPE SELECTION. <br />7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. <br />NPDES NOTES: <br />1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT <br />THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. <br />2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL <br />PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. <br />3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER <br />SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE <br />QUICK REVEGETATION. <br />4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES <br />AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT <br />FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. <br />5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM <br />REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE <br />DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED <br />FOR THE PROJECT. <br />6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE <br />SHALL BE UTILIZED. <br />7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO <br />BEING DISCHARGED OFFSITE. <br />DATUM NOTE: <br />ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY SURVEY. <br />THE DATUM CONVERSION FROM NAVD 1988 TO NGVD 1929 IS AS <br />FOLLOWS: <br />NAVD 1988 + 0.85 = NGVD 1929 <br />DRAINAGE STRUCTURE NOTE: <br />ALL DRAINAGE STRUCTURES & GRATES SHALL BE RATED FOR H-20 TRAFFIC LOADS. <br />SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "I" OR "P" BOTTOM IN <br />ACCORDANCE TO FDOT INDEX 200. <br />SOD NOTE: <br />ALL SOD & PLANTER AREA GRADES ADJACENT <br />TO BUILDINGS SHALL BE 6" BELOW FFE. <br />ulfsulwaffl�l,com <br />m� <br />z <br />0 <br />U <br />U) <br />w <br />0 <br />H <br />Q <br />0 <br />1��GOnCDLnd'MN+--i <br />•-.�Ozcn <br />¢Z <br />�W O <br />��Oo��LnO <br />WmQdC) <br />°��� <br />0. <br />`) N <br />a a aO <br />c• E �nd-•. n1 <br />* 1.91887 <br />-0 STATE OF <br />p0 •`� . 07/25/2022 �<v` <br />a <br />0 <br />N <br />cn'w w M <br />cLO af Ln o <br />O am � <br />W 0 � co f <br />V �� ^moo <br />^0 U <br />W m i� ^ d <br />J N 0 <br />Q n 0 <br />OctU = M W <br />�� <br />c-� 0 <br />c�Qv- _¢> <br />N d M d L.L Q <br />O W z¢ Q W <br />za�cec <br />o aV) <br />Z W Z z <br />Q <br />O u <br />u <br />O <br />(L <br />W <br />N <br />V. <br />U) <br />(n <br />W <br />Z <br />� <br />0 <br />o <br />Z <br />� <br />� <br />G <br />V <br />cnz <br />� <br />Jaz <br />zIL <br />_ <br />= <br />a <br />(L <br />a <br />uj <br />4 <br />N <br />LL <br />(�j <br />o <br />c� <br />Fm <br />�z <br />O <br />a <br />S <br />E <br />T 500 <br />N <br />O <br />