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U <br />LL <br />LL- <br />a <br />z <br />w� <br />F- a <br />�CL <br />�w <br />V) <br />Q <br />v m <br />SINGLE <br />FACE <br />AHANDICAP <br />CG PER <br />##17346 <br />4 WHITE PAINTED <br />STRIPING <br />5 <br />�90° I z I <br />_n <br />cr- <br />D' <br />Ld / F— <br />w <br />m <br />m o <br />w <br />CC F— <br />z z <br />w- <br />a <r <br />�w 2 <br />3 w w <br />v) F— <br />v cc _ <br />3 <br />v <br />/ o <br />F— <br />�/ 0 4" BLUE RUBBER <br />BASE PAINT <br />4" BLUE RUBBER <br />BASE PAINT 15' VAN ACCESSIBLE <br />5' HANDICAP PARKING STALL <br />A 000HANDICAP PARKING STALL DETAIL <br />J <br />GAP`. <br />3" V <br />FIGURE TO BE PAINTED <br />BLUE (TYPICAL) <br />LINES TO BE 3" <br />WIDE (TYPICAL) <br />;IRCLE TO BE <br />;' -�;" n. n. <br />V -0„ - <br />HANDICAP PARKING & GRAPHICS DETAIL <br />J <br />6" MIN. 3000 PSI CONCRETE <br />(IN 28 DAYS) W/ WIRE MESH <br />(ASTM C-294) <br />12" COMPACTED SOIL (SP OR SP-SM ONLY) <br />TO MIN. 987, MODIFIED PROCTOR MAX. DENSITY <br />1'-O" <br />1 /2 R <br />1/2'3� <br />0.063" STEEL SIGN <br />FT.O.•-25 <br />TOP PART <br />WHITE REFLECTOR !Z D <br />BORDER AND LEGEND, <br />BLUE <br />`T� APRO� <br />SECTION <br />ROR I ZED <br />BACKGPOUND.Ca\� <br />BOTTOM PART <br />1" SERIES "C" (F.D.O.T.) <br />3� I <br />Anchor Bales With 2 <br />- 2'x 2"x 4' <br />BLACK LETTERS. <br />Stones Per Bale. <br />��.. <br />WHATE ROL ECTflRDZED <br />- - - -� <br />h <br />BACKGROUND. <br />-,_! <br />*' o <br />jSoll <br />- 50'On Centers <br />° <br />Flow <br />-�-- <br />Loose And Light) By <br />Shove/ And Lightly <br />GALV. "U" TYPE FLANGED <br />As Req!,lred - j3 <br />I t T1'p• <br />Boles To Butt <br />"! <br />Compacted Alo�>4 The <br />r <br />1, 17T <br />STLLL I G.: , . <br />PARKING BY <br />DISABI EU <br />PERMIT <br />ONLY <br />0 <br />GRADE <br />5/8" D I A. HOLES W/1/2' D I A. x1 O" LONG <br />ANCHOR RODS GROUTED INTO PAVEMENT. <br />FILL WHEEL STOP HOLES WITH SEALANT. <br />2 ' -0 <br />1YP. <br />3'_0„ <br />2;11 <br />>- <br />3' -0' 3' -O' 0 ~ 3' -0' 3' -0 <br />PARKING <br />KISTALL \-4" STRIPE <br />TYP. <br />EDGE OF PAVEMENT <br />OR BACK OF CURB <br />PRECAST REINFORCED <br />6' LONG WHEEL STOP <br />(5" MIN. HEIGHT) <br />PRECAST CONCRETE WHEEL STOP DETAIL <br />° I : _ e, Upstream Edge 0.l Bales. o <br />es With ___ I <br />L.-'.fir Dale. _ - FLAN <br />PI.��;. L/11r CONCRETE 6 Mln. FOOTING <br />Overlap Ends 3000 PSI ° <br />� <br />/ TO BF USED AT SELECTED <br />SITES WHERE THE Fill Slope�a� '�t�w- <br />F 111 Sloe NATURAL GROUND SLOPES � ...��y J- p TOWARD ?HE TOE OF SLOPE HANDICAP SIGN DETAIL <br />ELEVATI Girl ELEVATION <br />BARRIERS FOR PILL SLOPES <br />5 G° ' <br />Post (G .`ons: 2" x 4" or optional Post PositionsI n* Principle Post Position - - - - - F I BERGALSS <br />2�" Mr:,. )in. Wood; Steel I o (Canted 20' Toward Flow) nz SKIMMER <br />1.5- Lbs;'Ft. 01n.) Filter Fabric (In <br />---�\ 6 Max . Conformance With <br />- — --hh Sec. 985 FDOT Spec.) i:,J F I BER*ALSS- <br />�F/Iter Fabric SKIMMER T P <br />I �2. 0' - _ _ _ <br />i-- --- _ i! - - -- - <br />Q. <br />_ z'Silt Flow L <br />o Ab (' <br />C. <br />- �-- - �2.0' <br />ELEVA' 10N SECTION MIN. <br />7 YPE 711 SILT FENCE <br />BALED HAY OR STRAW BARRIERS AND <br />EROSION CONTROL SILT FENCE DETAUL <br />F.D.O.T.INDEX No. 102 <br />( 1 <br />( I <br />IXUI <br />1� I <br />IC" <br />I�wl <br />I I <br />I I <br />POND 1 CONTROL STRUCTURE <br />SECTION <br />AT SWALS <br />r <br />7.5 <br />SECTION <br />AT PLAN: <br />115.5' <br />114.9' <br />114.65' <br />I.E. 113.89' <br />BOTTOM 113.0' <br />NOTES: <br />1.5" S-III ASPHALTIC CONCRETE <br />(98% AASHTO T-1 80 ) <br />9" 1IMEROCK BASE MIN. LBR 100 OR <br />98% MODIFIED PROCTOR MAX. DENSITY <br />(ASTM D1557) <br />12" STABILIZED SUB -BASE MIN. 98% <br />MODIFIED PROCTOR MAX. DENSITY <br />(ASTM D1557) <br />Q) <br />ASPHALT PAVING SECTION <br />VARIES <br />PROP. PROP.- <br />GRADE PAV'T. <br />4" MIN. SLOPE 2.0% <br />6" MIN. <br />am <br />>° ° <br />w 45° <br />6" <br />5 4THICKENED EDGE CONCRETE <br />SIDEWALK DETAIL <br />GRADE <br />CLEAN GRANULAR <br />FILL WITH A <br />FINES CONTENT <br />NI OF LESS THAN 12% <br />24" MIRADRAIN 5000 -'� I q" <br />WITH FILTER WRAP <br />5 UNDERDRAIN DETAIL <br />7.5' ( TYP. ) <br />PROPOSED SLOPE OVER-\ <br />6" PVC PIPE <br />24 <br />I . E. SHOWN 3 <br />ON PLANS I ° D <br />° <br />n O„ <br />TOP OF BANK <br />7.5 <br />4" P.V.C. <br />-STDE SLOPE OF POND <br />OR SV"ALE BEYOND <br />n <br />36" <br />3000 P.S.I. U.S. FOUNDARY TRENCH FRAME AND GRATE <br />CONCRE—TE� A NO. 651 5-61 00 GRATE TYPE 51 -R ( BOLTED ) <br />T ° <br />n a n n <br />o'� o •'0 o'Q. <br />p .p °o <br />p °p °p. <br />° o'D <br />o n <br />n <br />C' D �im° 4" P.V.C. <br />N n° .p U _� o ° �� <br />o ' O'D, o ' °'D, ° o'D, o ' o'D, o 'r <br />'D <br />°'D• ,°'D °' a °'D °'D <br />I <br />A 44 <br />6" 24" 6" <br />5 TRENCH GRATE DETAIL <br />4.5' <br />FIBERGALSS I - <br />SKIMMER _ <br />I.E. 113.00' <br />------ ------ oz <br />4.0' I �� <br />— I E. .11.70' --y <br />I --------------- I I.E. 111.45' <br />BOTTOM EL. 111.00' <br />1. SV I MMER SHA'-L BE MADE FROM FIBERGLASS ,,,E I NFOi'CED <br />THERMOSETTING RESIN WITH A 40% NOMINAL F I BERGLASS <br />CONTENT TENT AS AS SUPPLIED BY E':V I RONMENTAL <br />.OMPOS I "T I ES, I NC. CR APPROVE6 EQUAL. <br />2. ALI_ BOLTS SHA.-. BE A 'AL-VANIZED STEEL <br />MATERIAL. SKI DIME; TO BE AT T ACHFO PER <br />MI UFAC I '-IRER :-. r%-C, MvFNDAT ! OIvS. <br />POND 2 CONTROL STRUCTURE <br />4 . C' <br />I <br />FIBERGLASS <br />SKIMMEk <br />126 Third Avenue Worth. Suite 102 <br />Safety Wa1•bor. Florida 34695 <br />Phone: (813) 725-0111 Fax: (813) 725-0209 <br />Architecture •Pram inq Engineering <br />AAC002095 EBC006092 <br />MST. BUCKLEY, SCMIM • AILMIGAN. INC- <br />U I <br />5300 WEST CYPRESS STREET <br />SLII• 300 <br />TAMF, %. FLORIDA 33607 <br />Ph. ;3(3) 877-7275 <br />W rn <br />2 •�- <br />� I <br />LIJ <br />rn <br />LLJ <br />0 <br />Q <br />LL- <br />O <br />0 <br />J <br />r-r- <br />-J <br />INNNN—Q= <br />�I <br />LN1J <br />fa- ) <br />UJ <br />cr <br />N <br />LLJ <br />,..., <br />LL <br />i.1 <br />0 F—� <br />_ <br />� <br />Cr <br />U- LL .. <br />I.- 1 <br />r, <br />I <br />T- <br />2LJ <br />no. � SSUE9 I kloj n � <br />1 REV.-:)i-c; CrT' l�C%r__Id-$03/9b 1 <br />_- -- - - '1 <br />2 REV. FCC CIT" %.:NME,VTS 19/1�)/98 <br />SITE DETAILS <br />I <br />project - i eet - <br />BG98-21 <br />dctr �- I <br />SEPT. 8, 1°=8 I .• <br />RW I I <br />16- ;: ,'- 1998 14:25 <br />I:\civil\phi.-\constr\detailsi.dgn <br />