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'3I �I II I � -I II <br />s <br />�I <br />U 3' LANDSCAPELu <br />0 <br />p STRIP @ 6:1 MAX <br />C7. <br />TYP SECTION A -A <br />J <br />TYPE "C" DOGHOUSE INLET OVER EXISTNG 18' PIPE <br />Q <br />D- 4 <br />FDOT INDEX 232 <br />GE = 117.39 <br />C7 <br />Z <br />I E (W)=113-eT 113.08 <br />2' LANDSCAPE U IE (S)=113-W113.03 <br />STRIP @ 2:1 MAX _P IE (NE) = 11-4,W 113.08 <br />W <br />N N N N <br />00 00 <br />PARKING LOT w cA o (D J <br />EX MANHOLE <br />SOS RIM = 129.00 <br />W. INV = 119.60 <br />E. INV = 116.23 <br />TYP SECTION B-B <br />N <br />po <br />N <br />I I <br />I „I <br />I <br />n <br />� II <br />I it <br />n <br />I I� <br />it <br />n <br />I II� <br />I I' <br />D^^X <br />I II <br />s <br />i c <br />I <br />I <br />nL---�-1 <br />I I <br />I I <br />n <br />3j <br />I; I <br />I "I <br />I I I <br />MEG <br />, I I <br />118.9 <br />n <br />•I : <br />18.0 <br />-A i I, <br />1 I I <br />Nib <br />I I <br />a <br />IN <br />u; II <br />cn <br />00 <br />I I <br />18.0 <br />f <br />TYPE "C" DOGHOUSE INLET OVER EXISTING 18" PIPE <br />00 <br />FDOT INDEX 232 D- 7 C71 I �: <br />GE = L%a-31-118.31 ' I ; <br />IE (W) =i4r� 115.78 <br />IE (E) <br />REMOVE 18" ADS EAST <br />I <br />A <br />n I i <br />ca > X <br />0 <br />Z <br />n, <br />• I I ;� <br />8'± LANDSCAPE U <br />;y <br />STRIP @ 4:1 MAX <br />; <br />w0 <br />Q0 I <br />I:sp <br />O N cr LCCDA_� • I I I <br />PARKING LOT U, n� <br />TYP SECTION C-C <br />O O N co <br />cp w �D <br />cn co <br />99 <br />C, <br />N <br />0 <br />0 <br />0 <br />J <br />o <br />01 <br />a <br />c� <br />5 <br />� <br />a <br />� <br />o <br />� <br />N <br />LL <br />� <br />z <br />-. <br />0 <br />cD <br />N <br />N <br />a <br />z <br />p <br />(W <br />0 <br />00 <br />0 <br />N <br />O <br />w <br />00 <br />o <br />0 <br />0 <br />z <br />Q <br />0 <br />W <br />a <br />0 <br />U <br />m <br />o <br />00 <br />0 <br />z <br />Q <br />z <br />L4 <br />(A <br />O <br />go <br />w <br />N <br />W <br />H <br />N <br />00 <br />N <br />_A22 LF 18" <br />x, SP @$2w <br />0.45% <br />E° SLOPE <br />STORM REMOVAL NOTE: <br />I I iI GRADING LEGEND <br />REMOVE THE 18" STORM PIPE BETWEEN STRUCTURE D-1 AND D-7 I i II <br />' iI I I it EL ELEVATION <br />i I i Ii TYP TYPICAL <br />3 If Ii <br />SP STORM PIPE <br />II i i ii CO CLEANOUT <br />i I ii IE INVERT ELEVATION <br />"All <br />ii I I iI HC HANDICAP <br />' s <br />iI i I HP HIGH POINT <br />I X <br />EXISTING ELEVATION <br />X �I I <br />I it 12 52 DESIGN PLAN SPOT ELEVATION <br />Q o III III (AT PAVEMENT LEVEL) <br />. ,II i MATCH EXISTING GRADE <br />I<I � i� III III MEG <br />20 LF 18' RCP @ 0,33% m m <br />_ TYPE'C" DOGHOUSE INLET OVER EXISTING 18" PIPE D 1 STUBOUT IE -110 25 � v� �i � III X11S AS -BUILT SPOT ELEVATION <br />� = FDOT INDEX 232 COULD NOT OBTAIN o m oo w xoe'`'.., i Ii <br />bx GE = L1.6-eT116.63 PIPE WCATION AND z m gip° <br />ED IE (NW) = 1 112.68 INVtRT ASP > II i i II ® DRAINAGE INLET <br />IE (S) = Bt2� 112.63 WAS B IED c 1 <br />IE (E) 110.77 i i 40' <br />REMOVE 18" ADS WEST m i 24' I MITERED END SECTION <br />D- 3 TYPE " INLET m 3� . �r SURFACE STORMWATER FLOW <br />FDO INDEX 232 <br />G = 14;F-. � 117.34 TYPE "C" INLET D- 2 <br />(SW) = L12�113.03 FDOTINDEX232 B NCHMARK ®TOP E li I EX MANHOLE FFE FINISH FLOOR ELEVATION <br />a IE (E) = 1�113.03 GE _6eT116.56 ION R013 LB6382. III \ TOP = 44�116.68 <br />MEG IE (W) = 112:7T 112.81 E EVATION = 116.29 i N. INV = 109,95 <br />112.76 EX 3 5 CONCRETE I 'Ii I g J " K 8 INV 1096 S/W SIDEWALK <br />)� 118.5 IE (SE) _ VAULTS - ROUND LEVEL �p I-' ` <br />ANDII j SW W. INV = �110.18 <br />�je APPEARS T BELONG TO \ I !!�, E INV = 109 65 D-1 STORM SEWER STRUCTURE NUMBER <br />PROGRES NERGY \\ <br />17 5 "-�TGR'EkI�TRJ16E�EX 18" RCPI x� EX CURB iNLEi 0 CONCRETE PAVEMENT <br />111&011- x - - - STUBOUT EDGE OF PAVEMENT = 115.65 <br />/ <br />17 2 <br />16.9 <br />0 <br />IE = 110.19 <br />\I <br />E. INV -- 109.35 <br />.71 <br />11756 101 LF 18 @ ° <br />o SLOPE 116•gg <br />CONTRACTOR <br />TO VERIFY <br />I <br />_ <br />INV - 109.35 <br />/ - <br />HP <br />- - - - - - - - - - - - <br />- - - - - - - - - - - <br />-- \ <br />is <br />76 117.64 <br />17.5 <br />0.33% <br />g? <br />x <br />i <br />Ij <br />25 LF 1 ' SP <br />118 �.5 118 29 <br />24 LF 18" SP @ 0.2'1SLOPE <br />@ 0. SLOPE <br />118 06 117.76 <br />\\ <br />\ <br />\ <br />CN <br />IA <br />EX CURB INLET' <br />�-----------------------------116.87 <br />_ _ _a <br />-� ---- <br />,': <br />I I <br />EDGE OFPAVEMENT =115.4? <br />\ <br />II <br />E. INV = 10£1.97 <br />D <br />:: <br />j'^ <br />118 <br />A <br />- LJ <br />,,�p <br />b`f, <br />11 32 <br />DRIVE-THRU <br />"�, .� o. � �. <br />117.63 <br />� <br />> <br />- <br />x <br />WINDOW x <br />'�:'° `. <br />�vIEG <br />I Ei <br />Ii i <br />x� <br />cn <br />2 <br />118 41 <br />111321 f® ; N iI <br />H <br />. lf3?8j i <br />4' RD 117.97 <br />117.65 <br />PX!! <br />I <br />!l,�A 17.7 ADA CROSS WALK <br />X <br />2 °R SLOPE <br />w / MAX CROSS S O <br />a °I STORM <br />RIM EL=117.97 <br />INVERT EL=114.87 <br />N .... 17.3 SW <br />�0 <br />io <br />a 9,601 SF 15"x6"TEE <br />x SINGLE STORY BUILDING STORM cLE <br />RIM EL. 117.90�,I j iI I 0o LL - <br />W�,, ► r ., ,, FFE = 118.50 INVERT- 13 i� <br />V J .. <br />EL 1 79 <br />I ; <br />�•:. <br />cn �- 6 RD <br />. . <br />o ..„i I° cn <br />N <br />II1� I".. III Iii III <br />59 '�$ 4" RD I�' Z' ii I i II ii <br />18.4�g 118.41 117.74 w( sI i <br />118 21 18 4 PLANTER AREA ADA RAMP HP . 117.60 = III o i ii ii i <br />TT <br />�d !�; SEE BLDG PLANS 1:12 MAX e o 117.40 I ........ .........¢ Ii i ii i <br />s ... <br />j. ;, I - - a 117.89 END CURB <br />'"� _ qi l SSW @ 4.9% MAXI\ IEEI II <br />i 117.94 <br />it R. 11 T i I `; <br />0' 20' 40' <br />SCALE: 1 " = 20' <br />NOTES: ALTERNATIVE PIPE MATERIALS <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 III. <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 />6. DEWATERING METHODS OF WELLPOINTING 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 />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 />RECORD DRAWING <br />BASED ON THE RECORD SURVEY PROVIDED BY: <br />(Bruce McGehee), FL PLS (SM) <br />(4415 Bough Road) <br />Rephyrhills, Florida, 33541) <br />DATED: MS•12.14) <br />CONTRACTOR: (He(nkel Constn•ctkwL Ina) <br />CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED <br />IN GENERAL ACCORDANCE WITN THE PROJECT PLANS, <br />SPECIFICATIONS AND PERMITS. <br />OWNER ACKNOWLEDGMENT <br />c� <br />0 <br />m <br />LL <br />cn <br />w <br />O <br />U <br />o <br />w <br />w <br />�Z° <br />z <br />a <br />z <br />w <br />aa <br />c <br />w <br />O <br />U <br />w <br />Q <br />:o <br />Q <br />f- <br />z <br />LL <br />Z <br />w <br />, <br />m <br />> <br />M <br />F- <br />z¢ <br />m¢ <br />O <br />C/) <br />0 <br />p <br />O <br />0 <br />a¢; <br />U <br />w <br />LL O <br />0 <br />cc <br />O <br />0 <br />z <br />LL <br />o <br />w <br />w <br />m <br />a <br />m <br />0 <br />¢ <br />w <br />> <br />> <br />o <br />t� <br />wU <br />a <br />wm <br />< <br />U <br />tt <br />[t <br />C•7 <br />M <br />_M <br />M <br />M <br />w <br />7 <br />Ch <br />iq <br />0 <br />N <br />0 <br />O <br />N <br />0 <br />N <br />O <br />Q <br />r <br />rn <br />ao <br />t� <br />to <br />:n <br />d <br />ce) <br />cv <br />Z <br />ww>_w_ozw <br />¢ ¢ J <br />��oc0 <br />oC7mwz?m <br />QrtwCc w-:' <br />Ir <br />0 cr <br />O <br />O <br />_M <br />O <br />N <br />W <br />F�0- wC7m <br />Z0Z Wu_ <br />¢ <br />a <br />coN <br />�k O <br />� <br />maa0,0 <br />ON <br />HO <br />� <br />a <br />a <br />o <br />I HAVE REVIEWED THE CONSTRUCTION SURFACE <br />WATER MANAGEMENT PLAN AND UNDERSTAND THAT <br />S <br />THE PLAN MUST BE IMPLEMENTED AS INDICATED. <br />H <br />E <br />T <br />N <br />SF ZEPHYR COMMONS LP <br />O <br />N <br />wQ <br />H p <br />0 0 <br />Q _j T N <br />Ow <br />�cr ��o <br />J <br />CD " � <br />w N LL <br />cl <br />= w N Cc <br />// cr <br />C-)C� Z C3 <br />Z �co ox <br />M ¢ v S Q > <br />O N d C7 d L.L ¢ <br />c7 t7 z 0 CD <br />cczoz� <br />oCz�� <br />w Z<> <br />Z J 0 LZ <br />Oa CL(n <br />OLu 2-1Z <br />J J 2 <br />U U <br />Ir cr <br />a <br />LV O <br />L v <br />c. <br />M Z <br />� g <br />O a <br />J Q W <br />cl) <br />C � <br />Z O � <br />� Oo <br />C J ots <br />0 <br />cr. <br />V <br />cc W C7 <br />= N � <br />a z <br />w Q <br />N a <br />