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6" <br />E <br />6" <br />1 <br />2 / j ✓��` / <br />s <br />1. 2.0" TYPE "SP-9.5" ASPHAL <br />TIC CONCRETE; TRAFFIC LEVEL B OR HIGHER; <br />LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN COMPLIANCE <br />WITH FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT <br />SPECIFICATION, SECTION 334-2. <br />2. 8" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D"; <br />ALTERNATIVE: 8" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 METHOD <br />3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM); <br />COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING MATERIAL IS ANTICIPATED TO MEET <br />THE REQUIREMENTS ABOVE THEN TESTING SHALL BE SUBMITTED TO THE FOR FOR <br />VERIFICATION. <br />STRUCTURAL NUMBER CALCULATION: 2.0" x 0.44 = 0.88 <br />MINIMUM ALLOWABLE = 2.27 8.0" x 0.18 = 1.44 <br />12.0" x 0.08 = 0.96 <br />3.28 <br />ON -SITE <br />TYPICAL HEAVY DUTY ASPHALT PAVEMENT DETAIL <br />NTS <br />** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE p <br />MAY BE SUBSTITUTED FOR THE TYPE B STABILIZATION. <br />POND BOTTOM POND BOTTOM <br />1. 6"-9" LAYER OF RIP RAP RUBBLE <br />(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 530) <br />2. GEOTEXTILE FILTER FABRIC <br />(FDOT DESIGN STANDARD FOR ROAD AND BRIDGE CONSTRUCTION SECTION 514 <br />AND STANDARD INDEX 199) <br />3. 6" COMPACTED SUBGRADE <br />RIP -RAP DETAIL <br />NTS <br />L'P <br />Sp. <br />#57 STONE J � <br />GEOTEX11LE UNDERLINER <br />CONSTRUCTION ENTRANCE DETAIL <br />NTS <br />OPTIONAL ANCHOR BOLTS <br />4-5/16"X4" LONG <br />13" R <br />in <br />2.5' <br />4" CONCRETE SLAB 4,000 PSI <br />STEEL ROD 1/4" X 12 3/4" <br />SECTION VIEW <br />4" CONCRETE SLAB 4,000 PSI <br />11' <br />a <br />n: <br />3' 3' 2.5' <br />, <br />6' <br />PLAN VIEW <br />BIKE RACK DETAIL <br />2-3/8" OD, <br />9-GAUGE SCHD <br />40 STEEL TUBING <br />(PVC COATED) <br />6" <br />1 <br />1. 1.5" TYPE "SP-9.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER; <br />LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN COMPLIANCE <br />WITH FDOT SPECIFICATIONS, SECTION 334; BINDER COURSE TO BE APPLIED PER FDOT <br />SPECIFICATION, SECTION 334-2. <br />2. 6" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D"-, <br />ALTERNATIVE: 6" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 METHOD <br />„D" <br />3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM); <br />COMPACTED TO 98% AASHTO T180. NOTE, IF EXISTING MATERIAL IS ANTICIPATED TO MEET <br />THE REQUIREMENTS ABOVE THEN TESTING SHALL BE SUBMITTED TO THE FOR FOR <br />VERIFICATION. <br />STRUCTURAL NUMBER CALCULATION: 1.5" x 0.44 = 0.66 <br />MINIMUM ALLOWABLE = 2.27 6.0" x 0.18 = 1.08 <br />12.0"x0.08=0.96 <br />2.70 <br />ON -SITE <br />TYPICAL LIGHT DUTY ASPHALT PAVEMENT DETAIL <br />NTS <br />** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE <br />MAY BE SUBSTITUTED FOR THE TYPE B STABILIZATION. <br />STANDARD <br />PARKING SPACE <br />STRIPING - <br />6" DIAMETER CONCRETE FILLED <br />STEEL PIPE BOLLARD, PAINTED <br />YELLOW <br />CONCRETE SURROUND <br />AROUND PIPE COLUMN <br />1. 3.0" TYPE "SP-12.5" ASPHALTIC CONCRETE; TRAFFIC LEVEL B OR HIGHER; <br />LAYER THICKNESS 1.0" TO 1.5"; RAP WILL BE APPROVED BY THE FOR IN <br />COMPLIANCE WITH FDOT SPECIFICATIONS SECTION 334• BINDER COURSE TO BE <br />APPLIED PER FDOT SPECIFICATION, SECTION 334-2. 10" LIMEROCK (MIN LBR 100); COMPACTED 98% AASHTO T180 METHOD "D"; <br />ALTERNATIVE: 10" CRUSHED CONCRETE(LBR 150); COMPACTED 98% AASHTO T180 <br />METHOD "D" <br />3. 12" TYPE "B" STABILIZATION PER FDOT SPECIFICATION 160; LBR 40 (MINIMUM); <br />COMPACTED TO 98% AASHTO T180. NOTE, IF EXIST NG MATERIAL IS ANTICIPATED TO <br />MEET THE REQUIREMENTS ABOVE THEN TESTING S ALL BE SUBMITTED TO THE FOR <br />FOR VERIFICATION. <br />STRUCTURAL NUMBER CALCULATION: 30" x 0.44 = 0.88 <br />MINIMUM ALLOWABLE = 2.27 10:0" x" 0.18 = 1.44 <br />12.0" x 0.08 = 0.96 <br />AVENUE B 4.08 <br />TYPICAL HEAVY DUTY ASPHALT PAVEMENT. DETAIL <br />NTS <br />** AT THE CONTRACTOR'S OPTION, AN ADDITIONAL 6" OF BASE'MAY BE <br />SUBSTITUTED FOR THE TYPE B STABILIZATION. ** �- <br />THIS SIGN TYPICAL <br />RESERVED <br />AT ALL ACCESSIBLE <br />PARKING <br />PARKING SPACES <br />® <br />R7-8 <br />THIS SIGN TYPICAL AT <br />ALL VAN ACCESSIBLE <br />PARKING SPACES <br />VAN <br />X 6" <br />PENALTY SIGN WITH <br />ACCESSIBLE12" <br />WORDING AS REQUIRED BY <br />STATE OR LOCAL LAW <br />�..-12" <br />X 9" <br />"U"-CHANNEL POST <br />(2-Ibs./ft.) <br />fN <br />W <br />* 6" PIPE BOLLARD PAINTED <br />> <br />TRAFFIC YELLOW, FILLED <br />W/CONCRETE. <br />o <br />0 <br />* SLOPE TOP OF CONCRETE <br />It <br />GROUND PAVING SURFACE <br />A <br />... <br />3,500 P.S.I. <br />P.C. CONCRETE <br />* NOTE: IF SIGN IS NOT <br />< <br />PLACED IN PAVEMENT, <br />3"` <br />P *% <br />OMIT FOUNDATION AND <br />PIPE BOLLARD UNLESS <br />OTHERWISE NOTED <br />1'-6" <br />ACCESSIBLE PARKING SIGN DETAIL <br />12" <br />x 12" MONOLITHIC EDGE <br />FOOTING w/ (2) #5 REBAR <br />CONTINUOUS <br />RAISED SIDEWALK DETAIL <br />NTS <br />�o <br />s� tip, <br />o��9�rF <br />ACCESSIBLE BLUE <br />PARKING SPACE <br />STRIPING <br />NTS <br />SLOPE CONCRETE <br />co SIDEWALK AWAY <br />�ip'Lcp FROM BUILDING <br />\ � @ 1.50% <br />6" <br />71 <br />2 <br />11. 6" 4,000 PSI CONCRETE <br />2. 12" CLEAN SOILS; COMPACTED TO 98% AASHTO T180 METHOD D. <br />i <br />CONCRETE PAVEMENT SECTIONS SHOULD INCLUDE ADEQUATE SAWCUTS, EXPANSION JOINTS, <br />AND REINFORCEMENT IN ACCORDANCE WITH PORTLAND CEMENT ASSOCIATION (PCA) DESIGN <br />GUIDELINES FOR RIGID PAVEMENTS. SAWCUT PATTERNS SHOULD GENERALLY BE SQUARE OR <br />RECTANGULAR BUT NEARLY SQUARE, AND EXTEND TO A DEPTH EQUAL TO A QUARTER OF <br />THE SLAB THICKNESS. <br />TYPICAL HEAVY DUTY CONCRETE PAVEMENT DETAIL <br />NTS <br />THREADED PVC CLEANOUT PLUG - <br />4MIN.� � 4 <br />FINISH GRADE <br />MAIN SIGN , <br />e tD <br />2,500 P.S.I. P.C. CONCRETE <br />SEE GRADING <br />PLAN FOR SIZE <br />OF COLLECTOR 45' ELBOW <br />SECONDARY SIGN <br />FOR PRIVATE USE: <br />I <br />"U"-CHANNEL POST <br />FOR PUBLIC USE: <br />CONTACT JURISDICTION FOR <br />MATERIAL AND MOUNTING REQS, <br />w <br />* 6" PIPE BOLLARD PAINTED <br />> <br />TRAFFIC YELLOW, FILLED <br />:I <br />^ <br />z <br />W/CONCRETE. <br />o <br />b <br />* SLOPE TOP OF CONCRETE <br />GROUND/PAVING SURFACE <br />* 3,500 P.S.I. <br />P.C. CONCRETE; <br />7 <br />a\� <br />* NOTE: IF SIGN IS NOT <br />PLACED IN PAVEMENT, <br />3" <br />' <br />OMIT FOUNDATION AND <br />4 <br />" " <br />PIPE BOLLARD UNLESS <br />OTHERWISE NOTED <br />TYPICAL SIGN DETAIL <br />NTS <br />CJ: CONTROL <br />JOINT PLAN VIEW <br />I B� <br />EJ: EXPANSION JOINT <br />I C: <br />SEE <br />SITE P <br />E: <br />I E=Cx5 <br />1 2" THICKNESS PREMOLDED EXPANSION JOINT <br />SEE SITE PLAN <br />FILLER SPACED 0 25' O.C. MAX. EXTEND JOINT <br />SLOPE 2% MAX <br />" <br />( <br />FILLER FULL DEPTH OF SIDEWALK <br />T <br />7 <br />12"R <br />r <br />., <br />TYP <br />"C' � <br />�SUBGRADE TO BE COMPACTED TO 95% STANDARD <br />2,500 PSI PC PROCTOR, EXTENDING 6" FROM EACH SIDE OF WALK. <br />SECTION B-B <br />CONCRETE SECTION A -A <br />NOTES: <br />1. INSTALL 1/2" EXPANSION JOINT MATERIAL AT AREAS WERE PROPOSED SIDEWALK ABUTS EXISTING SIDEWALK, <br />CURBS, AND/OR STRUCTURE. JOINT MATERIAL. TO MEET ASTM D994 OR D1751. <br />2. CONTROL JOINTS TO BE 1/4 THE DEPTH OF THE CONCRETE. <br />3. EXPANSION JOINTS TO EXTEND THE FULL WIDTH OF THE SIDEWALK. <br />TYPICAL SIDEWALK DETAIL <br />NTS <br />45' ELBOW <br />8" INLET PIPE FROM <br />ROOF DRAIN <br />DOWNSPOUT CONNECTION DETAIL <br />NTS <br />DOWNSPOUT <br />(SEE ARCH PLANS FOR DETAIL) <br />FINISH GRADE <br />8" PVC TO <br />ROOF DRAIN <br />TRENCH CURB DETAIL <br />NTS <br />EE PVMT <br />ETAIL <br />�l <br />8„ <br />* <br />6 <br />' / Joint Seal <br />`vvv(IIII <br />3Jo <br />cane, Pavt. <br />I...« - 1/-," Exp. Joint And <br />3-0 <br />TYPE <br />D Preformed Joint Filler <br />VALLEY GUTTER DETAIL <br />TYPE IDI CURB <br />N. T. S. <br />1 <br />N.T.S. <br />rMUN i V IGVV CLCVH I IUN '--COMPACTED TO <br />s I 98% AASHTO - T 180 <br />NOTES: <br />1. (2) GATES WITH MIN. CLEAR OPENING OF 12' <br />6' 100%OPAQUE WOOD, REQUIRED. <br />VINYL, OR PVC FENCE GATE 2, GATES SHALL BE CONSTRUCTED WITH AN OPAQUE <br />MATERIAL FOR SCREENING PURPOSES. <br />#5 REBAR 3. SCREENING IS TO BE A 6' WOODEN FENCE. CHAIN LINK <br />CONTINUOUS WITH INTERWOVEN VINYL SLATS IS PROHIBITED. <br />0 <br />8" <br />THICKENED EDGE <br />DUMPSTER PAD & ENCLOSURE DETAIL <br />N.T.S. <br />WHITE LEGEND RED BACKGROUND <br />TYPICAL STOP SIGN DETAIL <br />NTS <br />0 <br />Ih <br />A <br />TOP VIEW <br />6" CONC <br />33" X 6" X 4" HIGH W/6x6 6/6 WWF <br />DIFFUSER CURB (TYP) <br />6 "` '� 7 <br />TH <br />\\ <br />SECTION A -A <br />coNC SPLASH <br />PAD (4" THICK) <br />WJTHICKENED EDGE FLUME DETAIL <br />12" X 12" <br />THICKENED EDGE NTS <br />EDGE <br />A <br />RB <br />TYPE D CURB <br />Ln <br />z <br />0 <br />6 <br />Ln <br />a <br />0 <br />a <br />o Lu <br />a F <br />u <br />v a <br />W Q <br />N <br />Lu o <br />Q.-1 <br />0 co <br />a <br />0 <br />z <br />REVISION BLOCK <br />%tlt'9 } <br />Lll Ll!� ay &a,# J J <br />oul <br />z i �, � S 6 o <br />Z " <br />W tit <br />ujLL" € b8°ico � Z'a <br />Lu <br />1 � s �00 <br />}' <br />Z ul '�'/J.^ E a r <br />eel <br />m z E <br />m m m <br />o m <br />Lu z <br />2 <br />o u <br />...r <br />Clp <br />N <br />M l� <br />N <br />ro m <br />M Ln .� <br />L-- <br />L <br />� o <br />p <br />a <br />M <br />Qa <br />m � N <br />�u- <br />0 <br />w O <br />Q"� <br />Z o <br />C <br />`L <br />oa <br />gLu <br />a M <br />C <br />Lij <br />Hsu- <br />aoLu <br />a p <br />:.ol, <br />o <br />-4 <br />9 <br />LL <br />N <br />M <br />Iy <br />ul <br />v <br />co <br />LISVJ <br />LL <br />C� <br />I <br />rill <br />H <br />Q I-1 <br />� <br />J <br />W a <br />N <br />N <br />z <br />W <br />O <br />Uj <br />�- m <br />c/ <br />1� J <br />V ) <br />d <br />� <br />� <br />J <br />0 <br />0 <br />N.T.S. <br />H.C. PARKING & ACCESS RAMP DETAIL <br />N. T. S. <br />PROJECT NO. 1 SHEET <br />2341 1 C900 <br />