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- z� -I - - I - ]-- - L l _ _ i1LL1l <br />�N\ <br />�W+Z\ E---- <br />S <br />IIII <br />GRAPHIC SCALE <br />0 20 40 <br />1 inch = 20 ft. <br />� z <br />J 0 C/L GR. X <br />z LIJ > z RIM GR. X-0.10 <br />r'K J O <br />G1 0cDL"JIZ G2 <br />0 <br />O <br />RIM GRADE <br />INLET STRUCTURE <br />INLET RIM GRADE CONTROLS <br />1 0 UTI CITY <br />EASEMENT <br />_ <br />FL0—W.7 <br />i n' I ITII ITS/ <br />IMM)MMA), <br />333 <br />1 0UTI CITY <br />A � A A F— A I T <br />1 1 /2" TYPE S-1 ASPHALT <br />6" LIMEROCK (LBR 100) <br />8" STABILIZED SUB —BASE <br />COMPACT TO 98% MAX. DENSITY AS DETERMINED BY AASHTO T-180, <br />MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND <br />BRIDGE CONSTRUCTION <br />TYPICAL PAVEMENT SECTION <br />NTS 1 1 /2" TYPE S-1 X 0.44 = 0.66 <br />6" L R (LBR 10 0) X 0.18 = 1.08 <br />8" STABILIZED SUB -BASE 0.08 = 0.64 <br />STRCUTURAL NO. = 2.38 <br />SEE SOIL REPORT. <br />SSMH <br />RIM.135.90 <br />W. INV.129.90 <br />E. I NV.129.85 <br />RETAINING WALLS NOTES AND SPECIFICATIONS <br />1. Footing sizes and reinforcing is based on assumed allowable <br />soil bearing capacity of 2,500 psi. <br />2. All reinforcing steel shall be #5 bars (fs = 24,000 psi), <br />spaced ® 16 inches o.c. maximum and epoxy coated. <br />3. Minimum three inches cover shall be provided, top, bottom <br />and sides. <br />4. Concrete shall be FDOT class IV, Vc = 3,400 psi. <br />5. Strip the existing soil to a minimum excavation 6 inches <br />below bottom of footings or until all deleterious material has <br />been removed and compact as required. <br />6. Backfill composition shall be clean fine to medium sand with <br />no more than 10% passing the #200 U.S. standard sieve. <br />7. Compact backfill with lightweight equipment. Do not use a <br />large vibratory compactor: a small self—propelled compactor is <br />acceptable. <br />8. Compact backfill to not more than 90 % ASTM D-15t % Max. <br />Dry Density. <br />9. Fill shall be placed on both sides of the wail at the some <br />time until all fill has been placed on the low aide. <br />10. Sod all slopes immediately after construction to avoid soil <br />erosion and wash out. <br />Bmi NEUKOM a <br />�1 <br />r <br />1.90i <br />SKIMMER <br />RETENTION SIDE <br />�.1 <br />E <br />EL. 135.00 <br />POND BOTTOM <br />1.50' <br />MIN. <br />W A <br />0 <br />V) <br />Z <br />0 <br />Z <br />W <br />W <br />5.25 1 5.00 1 4.6 <br />6x6xW1.4xW1.4 WWF <br />SECTION "A —A" <br />I <br />#5 TIE ROD IN <br />LINTEL BLOCK - <br />TOP OF WALL EL.144.00 <br />BLOCK WALL THICKNESS - <br />(INCHES) 8"-fm=1500 PSI <br />8" CMU WALL — <br />CONSTRUCT 3" DIA. DRAIN <br />® 6' O.C. WITH FILTER <br />FABRIC ATTACHED TO THE <br />WALL (CONSTRUCT AS <br />NEEDED) <br />PLANTING AREA <br />AT 4% SLOPE. EL.139.00� <br />A <br />4' HIGH CHAIN LINK SAFTY <br />FENCE ON TOP OF WALL, <br />REQUIREMENTS PER CITY <br />OF ZEPHYRHILLS AND SWFWMD. <br />FENCE TO BE CLAD IN BLACK VINYL. <br />c <br />(01 U <br />PARKING AREA <br />#9 DUR—O—WALLS <br />EVERY OTHER COURSE <br />#5 REINFORCING STEEL ® 24" <br />O.C. MAX., W/29" RETURNS, <br />4" PERFORATED PIPE <br />WITHIN SOCK AND <br />WITH 6" GRAVEL COVER <br />`FILTER <br />POND BOTTOM FABRIC <br />EL.135.00 FILLED CELLS <br />�, I I I= #5 0 16" O.C. <br />'o I I=I 3" Min. <br />EL.134.00 U —) I (= Cover <br />typ <br />CONCRETE FOOTING <br />10" 8" 2'-6" <br />4.-0" <br />SECTION "D—D" <br />NTS <br />W <br />0_ <br />Q <br />U <br />CREST <br />Z <br />-F.L. EL.138.25 <br />a <br />11-1 <br />OUTFALL SIDE <br /><W <br />�Q <br />1. ALL CONCRETE TO BE 3,000 PSI (30 DAY STRENGTH). <br />2. SKIMMER TO BE CONSTRUCTED ON RETENTION <br />SIDE OF CONTROL STRUCTURE <br />3. SKIMMER TO BE FABRICATED FROM SHEET ALUMINUM. <br />1 OUTFALL CONTROL <br />NTS <br />0.50' 1.00' 0.50' <br />CREST T.O.B. EL.139.00 <br />I El-138.25 <br />6x6xW1.4xW1.4 <br />0.50' (WWF) <br />SECTION "B—B" <br />ALUMINUM <br />SKIMMERSKIMMER <br />SKIMMER DETAIL 1 <br />FACE OF CURB OR <br />0.063" STEEL SIGN <br />EDGE OF PAVEMENT <br />F.T.O. —25 <br />TOP PART. <br />WHITE REFLECTORIZED <br />(o <br />BORDER AND LEGEND, <br />o <br />BLUE REFLECTORIZED <br />BACKGROUND. <br />PARKING BY <br />BOTTOM PART: <br />DISABLED PERMIT <br />1" SERIES "C" (F.D.O.T.) <br />20.00' <br />- ONLY <br />BLACK LETTERS, <br />cy <br />tO <br />BLACK BORDER AND <br />" <br />12' <br />alo <br />WHITE REFLECTORIZED <br />BACKGROUND <br />h <br />#250 FINE <br />PROVIDE ADDITIONAL <br />"FINE" <br />O <br />p <br />o <br />SIGNAGE <br />y� <br />3-6 WHITE CHEVRONS <br />EQUALLY SPACED <br />r VAN ACCESSIBLE <br />PROVIDE ADDITIONAL 'VAN <br />PARKING SPACE <br />ACCESSIBLE" SIGNAGE ON <br />12' SPACES WITH 8' ACCESS <br />TO THE RIGHT. <br />w� <br />3 <br />W� <br />GALV. "U" TYPE FLANGED <br />m <br />m 3 <br />STEEL POST. <br />6 J <br />'i—tt-1 6" <br />6 <br />GRADE <br />HANDICAP PARKING <br />N.T.S. <br />DETAIL <br />BEFORE DIGGING CALL <br />SUNSHINE STATE ONE —CALL OF FLA <br />1-800-432-4770 <br />FSS 93.240, SECTIONS 556.101-556.111 <br />REQUIRES MIN. OF 2 DAYS AND MAX. OF <br />5 DAYS NOTICE BEFORE YOU EXCAVATE. <br />WHITE <br />Cl) <br />— <br />z <br />Ci <br />O <br />U <br />U <br />N <br />O <br />W <br />o <br />o <br />LU <br />U <br />Z <br />C7 <br />LL <br />z <br />LL <br />w <br />I <br />z <br />w <br />Q <br />w <br />z <br />U <br />0 <br />U <br />W <br />a. <br />a. <br />i <br />w <br />w <br />w <br />m <br />U <br />U <br />U <br />o <br />0 <br />tii <br />0 <br />F <br />o' <br />' <br />N <br />N <br />0 <br />W <br />O <br />N <br />f7 <br />I <br />Ln <br />CID <br />( <br />ti <br />cD <br />z <br />4n00 <br />1 <br />o <br />00 <br />M <br />'Cs <br />Its <br />'moo <br />ti <br />w <br />'5 <br />� <br />e <br />0 <br />.N <br />13 <br />Za ` <br />� <br />O <br />� <br />o <br />� <br />U <br />W <br />� w � <br />W � � <br />W <br />�2 <br />Q) <br />N <br />o Uw � <br />WN .: <br />P w <br />M <br />" DATE: 11-11-09 <br />SCALE: <br />r _ FIELD BK <br />DRWN BY.• CET <br />CHECKED MAs <br />SHEET NO. <br />M. ALI SHASTI—NAZEM, E. <br />FLORIDA LICENSE 4 4 OF to <br />AEC PROJECT NO. <br />DATE <br />(NOT VAUD WMOUT SEAL) 0965C: <br />