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c <br />PT <br />I II <br />I II <br />I II <br />co <br />Z) wl <br />3- LANDSCAPE <br />STRIP C@ 6:1 MAX <br />A <br />I II <br />I II <br />I II <br />0 > x <br />II <br />A,> <br />TYP SECTION A -A <br />II <br />L <br />I II <br />TYPE "C" DOGHOUSE INLET OVER EXISTNG 18" PIPE <br />- <br />FDOT INDEX 23322 D4 <br />GE 117.39 <br />1 00 <br />IEE (S) 1 (W) 113.00 <br />I13.00 <br />1 1 <br />IE (NE) 113.0000 <br />A <br />00 90 co __j m I <br />co C14 OD <br />z ul <br />2- LANDSCAPE A <br />F- EX MANHOLE <br />CD STRIP 0 2:1 MAX P <br />x RIM = 129.00 <br />W. INV = 119.60 <br />E. INV = 116.23 <br />PARKING LOT <br />co <br />17.816Ni ' ' f' I <br />®rrr.rrrrr.11 <br />00 <br />cyl <br />TYP SECTION 13-13 A <br />A <br />vi <br />• <br />TYPE "C" DOGHOUSE INLET OVER EXISTING 18" PIPE <br />FDOT INDEX 232 <br />D- 7 <br />GE = 118.31 <br />A <br />IE (W) = 115.7t <br />I E (E) = 113.04 <br />REMOVE 18" ADS EAST <br />A <br />> x <br />lul <br />< <br />o 01) <br />o <br />�30 <br />00 <br />41 <br />L <br />< <br />A <br />co <br />71 <br />z <br />F- <br />8-± LANDSCAPE UA <br />cf) <br />STRIP @ 4:1 MAX <br />x <br />A <br />PARKING LOT <br />A CII <br />cli cli co <br />0 0 (D <br />CD CA A <br />�D <br />('31 co <br />TYP SECTION C-C <br />00 <br />I-" <br />0 <br />L14 <br />00 <br />00 <br />cn <br />c� c,1' <br />p p <br />i _r_ <br />a <br />11 N <br />I I � �� i i �` 111 <br />III ,--III <br />x I II <br />o <br />711 1 III <br />0 <br />x <br />III <br />AI I <br />0 1 0 <br />;:u <br />0 <br />III III <br />33% < I lu <br />Gu <br />TYPE "C' DOGHOUSE INLET OVER EXISTING 18" PIPE 20 LF 18" RCP @ 0.;U C/� <br />D- I STUBOUT IE =1 10.25 <br />FDOT INDEX 232 0m III <br />cp <br />0 GE = 116.67 z m a� <br />-,j <br />bo bo IE (NW) = 112.70 <br />> �ou <br />IE (S) = 112.70 U) <br />IE (E) = 110.6± 40' <br />REMOVE 18" ADS WEST 24' <br />> <br />cf) <br />D3 TYPE" INLET <br />- <br />FDO INDEX 232 Z <br />TYPE "C" INLET <br />6 = 117.39 D- 2 B NCHMARK TOP F I EX MANHOLE <br />(SW) = 112.95 FDOT INDEX 232 <br />IE (E) = 112.95 GE = 116.67 1 ON ROD #LB6382, TOP = 116.55 <br />IE (W) = 112.75 E EVATION = 116.29 2 0C C ONCRF F N. INV = 109.95 <br />MEG IE (SE) = 112.75 EX 3' 5 CONCRETE Al S. INV = 109.96 <br />VAULTS - ROUND LEVEL-\ C JRB ING, <br />.5 <br />TOP La E AND -ME6SW W. INV 110.05 <br />"g <br />PROGRES ENERGY <br />APPEARS T BELONG TO <br />E. INV 109.65 <br />17.7 <br />18.0 17.5 l EX CURB INLET <br />6 STUBOUT P"wI r_nr_-C: OF DAWMAMINIT 115 fZr, <br />22 LF 18.. <br />Sp (I �o 0.2% <br />SLOPE <br />101 LF 18LE� 0.2% SLOPE IE = 110.19 <br />E. INV 109.35 <br />0 CONTRACTOR <br />P417,54 TO VERIFY 1,�Qi W. INV 109.35 <br />RECONSTRUCT CURB INLET TOP <br />16.9 TO MATCH NEW RADIUS <br />7. J I L <br />25 LF 8" SP @ 0.2% SLOPE 24 LF 18" SP @ 0.2% SLOPE EX CURB INLET <br />.5 017.8 L -1 EDGE OF PAVEMENT 115.47 <br />180.1% -.my 18 ADS- <br />E. INV = 108.97 <br />E`�� <br />mmn J % NW. INV 108.99 <br />18.2 <br />017.7 AIL Ds <br />_J J�R <br />1 .4 �\o <br />OPTIONAL <br />-FF_ <br />T <br />DRIVE-THRU <br />> <br />III cn <br />WINDOW <br />zo cn <br />18.4 18.2 1 6.9:11, cn <br />17.9 17.7 HP 0*/2 %MAX <br />MEG <br />15.8 <br />ADA GROSS WALK <br />2% MAX CROSS SLOPE <br />_3 <br />3.5d <br />III III <br />`2_9� COW_ RFTF CURBIIv` <br />1 8.4d <br />118.21 18.45 <br />PLANTER AREA <br />ADA RAMP <br />1­144 <br />HP <br />SEE BLDG PLANS <br />2 MAX <br />a <br />III <br />_T1 <br />SSW @ 4.9% MAX <br />18.5 <br />-17-.9-d <br />END CURB <br />18.0 <br />If <br />117.51 <br />'jo <br />0 <br />7 <br />, <br />G)CONTRACTOR TO <br />uj <br />0 FIELD VERIFY S1W <br />0 <br />ADA RAMP <br />CLzLI <br />ELEV. <br />1:12 MAX <br />U) <br />C <br />17.7 <br />C4 <br />END CURB <br />I j <br />o <br />184 . <br />@i <br />13 z:34 <br />co <br />g L4 <br />17.9 <br />U) <br />MEG SW i <br />rr! <br />Lo <br />L <br />_j <br />117.21 <br />0 <br />III II I <br />h 01 <br />17.9 <br />III II <br />Fl 8-.4 <br />n 18.4 <br />5'CURB TRANSITION <br />PLANTER AREA <br />III I( <br />SEE BLDG PLANSIII <br />17.9 <br />FMEG 1 11 <br />17.IIl <br />16.1 <br />"C" <br />116.9 <br />2%MAC <br />III <br />I li:9 <br />TYPE INLET <br />D-6 <br />HP <br />FDOT INDEX 2322 <br />GE = 116.67 <br />17.7 <br />IE (N) = 113.02 c. <br />(A <br />ADA CROSS WALK <br />'.8 <br />HP <br />k.. <br />2% MAX CROSS SLOPE <br />PE "C" INLET <br />EX CURB INLET <br />D-5 <br />DOT INDEX 232 <br />Wn <br />Ln <br />EDGE OF <br />PAVEMENT = 115 93 <br />r- = 117.39 ­41: <br />E (N) = 113.32 00 L4 S. INV = 109.48 <br />II <br />MEG <br />119.3 18.3 <br />L <br />90 <br />LIGHTED STORl- <br />SIGN <br />Lu <br />Ln <br />is <br />.0yI�INIF/ <br />1 .6 - 17.7 6.9 <br />-4 <br />- - - - - - - - - - - - - -- 4-4--r, MEG SW <br />o <br />W u <br />00 <br />. ............ . ... .................. <br />21.11 lyff�iStlqd qd GRADE <br />'g <br />r\j <br />00 <br />pl <br />2.0 CONCRF-IF C( JRRINC-1- >x <br />- - - - - - - - - - - - - - <br />MEG <br />FILL AREA BETWEEN WALL <br />- - - - - - - - - - - - - - <br />M <br />< C, <br />AND CURB <br />119.3 <br />CONTRACTOR TO PROVIDE <br />-n <br />BENCHMARK - TOP OF <br />co� <br />71 <br />SLOPE TOWARD AND <br />MATCH TOP OF CURB <br />20 LF OF 24" HIGH <br />:10 <br />02iv <br />IRON ROD #LB6382. <br />ELEVATION 116.30 <br />BLOCK WALL FOR TRANSITION AREA <br />, <br />cn <br />> <br />F <br />> <br />(7) <br />ca <br />0 <br />> <br />N <br />co <br />91, <br />co <br />- ------- ---- --------- ----- . .. ..... . .. ...... <br />. . . . .. .... .......... . .... . . . . ..... ...... ... . ... ........ .. .......... .... --------- <br />o <br />90 <br />cn <br />O <br />cn <br />W <br />GRADING LEGEND <br />EL <br />ELEVATION <br />TYP <br />TYPICAL <br />SP <br />STORM PIPE <br />CO <br />CLEANOUT <br />IE <br />INVERT ELEVATION <br />HC <br />HANDICAP <br />49.58 <br />EXISTING ELEVATION <br />/ME <br />PROPOSED SPOT ELEVATION <br />(AT PAVEMENT LEVEL) <br />MEG <br />MATCH EXISTING GRADE <br />DRAINAGE INLET <br />MITERED END SECTION <br />SURFACE STORMWATER FLOW <br />FFE <br />FINISH FLOOR ELEVATION <br />S/W <br />SIDEWALK <br />STORM SEWER STRUCTURE NUMBER <br />EROSION CONTROL <br />CONCRETE PAVEMENT <br />0, 20' 40' <br />SCALE: 1 20' <br />ALTERNATIVE PIPE MATERIALS NOTES: <br />ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL <br />UNDER THE 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 <br />COVER MEETS 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 Ill. <br />5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY <br />ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING <br />MATERIALS FOR INSTALLATION. <br />6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL <br />JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, <br />ARE TO BE INCORPORATED WITH 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 THE UPSTREAM END <br />OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. <br />2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC <br />FENCE IN PLACE AS PER DETAIL. <br />3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY <br />AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. <br />4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH <br />RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY <br />ACCEPTANCE. <br />5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE <br />CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND <br />SILTATION AS MAY BE REQUIRED FOR THE PROJECT. <br />co <br />z z <br />o <br />o <br />0 Cc: <br />Lo cr L) <br />> co <br />Fn UJ <br />cc cr <br />0 <br />cn a <br />- <br />�2 <br />�2 <br />c2 <br />w <br />r, <br />Lo <br />C5 <br />co <br />TD <br />I'm <br />Im <br />I [-- <br />I w, <br />Lo <br />� -q- � <br />co <br />cj <br />Ir <br />b <br />z <br />ww>-w-ozw <br />L0 <br />zroa®� <br />o <br />0 (DOD LLIZZ)co <br />CC <br />Lu <br />ci <br />_j 0 0 _1 <br />< ol Tr w C C C <br />> <br />(.9 <br />Lu <br />C'J <br />I-_ Wo) c <br />F5 LL G <br />z< <br />< <br />co <br />cow <br />co <br />z 0 Z LLJ 0 - <br />T_ 0 cr cr � < <br />2 <br />0) <br />CIJ <br />w c\I <br />CL 0 <br />L) <br />0 <br />Cr <br />0 <br />Ir <br />c:) <br />IL <br />IL <br />0 <br /><1 <br />G <br />;?l <br />LL <br />o <br />LLJ <br />LU rq <br />CL <br />0 z <br />z <br />. le <br />0. <br />CD --.4 <br />co <br />0 <br />cz) <br />c\1 <br />LU < <br />F- C) <br />C40 cc: <br />C=) <br />C3 0 Lc) N< c <br />0 <br />u_ 2F-. <br />cr_ cocoo <br />r- 4 c) <br />LU In rl- <br />0 j:zc\j � co <br />_j CC Z3 <br />z:) Lu cm cc: <br />u 2� t� <br />z cz) co <br />C) co <br />m < < <br />cm < <br />0 0 (aD- C2,1_3 0 acn- L,_ <br />2 =_ (6 <br />cc F- >- <br />LU z < Lu <br />Lu < <br />_j Er cr- <br />0 Z) <br />0 a_ U) <br />z co <br />0 Lu z <br />F- <br />cm) C) 6 <br />Li- <br />LL. <br />cc <br />F- <br />3 <br />[L N <br />w <br />N <br />LL <br />cl) <br />6. DEWATERING METHODS OFWELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. <br />7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED <br />OFFSITE. <br />e o <br />DATUM NOTE: <br />ELEVATIONS ARE BASED ON NGVD 1929, AS <br />PROVIDED BY SIMMONS & BEALL, INC.. <br />DRAINAGE STRUCTURE NOTE: <br />ALL DRAINAGE STRUCTURES & GRATES SHALL BE RATED FOR <br />H-20 TRAFFIC LOADS. <br />SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" <br />BOTTOM IN ACCORDANCE TO FDOT INDEX 200. <br />mi <br />Z o <br />oLL <br />0% <br />cl) <br />0 <br />c <br />CL <br />>= w <br />N <br />CL <br />W <br />OWNER ACKNOWLEDGMENT N <br />I HAVE REVIEWED THE CONSTRUCTION SURFACE <br />WATER MANAGEMENT PLAN AND UNDERSTAND THAT s <br />THE PLAN MUST BE IMPLEMENTED AS INDICATED. H <br />E <br />E <br />T <br />SF ZEPHYR COMMONS UP N <br />ol <br />z <br />w <br />0 <br />14 <br />ad <br />c!) <br />z <br />0 <br />c!) <br />