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T <br />B <br />Y <br />TYPE A <br />2' 05 BARS <br />MIN. <br />0 1 <br />03 BAR <br />TYPICAL <br />NOTES, <br />1. CONCRETE TO BE 4,000 P.S.I. <br />2WHEEL STOPS TO BE SECURED TO PAVEMENT WITH TWO I8' NO. 95 <br />BARS <br />3. RECYCLED PLASTIC WHEEL STOPS NAY BE USED IN LIEU OF CONCRETE. <br />4, DIMENSIONS OF WHEEL STOPS MAY ➢IFFER FROM THE ABOVE <br />SPECIFICATIONS IF APPROVED BY ENGINEER. <br />WHEEL STOP DETAIL <br />NTS <br />5' � CONCRETE +p, " ,, • . <br />12' _ SUB GRADE I - <br />CONCRETE 5' THICK REINFORCED PORTAND CEMENT WIIM 4,000 PSI, 28 DAY COMPRESSIVE <br />STRENGTH. (8' TO BE USED IN MODERATE TO HEAVY DUTY APPUCAMONS) <br />REINFORCED PORTL ND CEMENT CONCRETE SMALL BE 4000 PS, 25 DAY COMPRESSIVE <br />STRENGTH, REINFORCED WITH FIBER MESH AT 1.5 LBS PER CUBIC YARD OF CONCRETE <br />SUB -GRADE 12• SUBGRADE WITH A MINIMUM LBR OF 40 AND COMPACTED TO 98% MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) <br />TYPICAL CONCRETE PAVEMENT SECTION DETAIL (') <br />MS <br />(+) VERIFIED BY GEOTECHNICAL ENGINEER, AREHNA ENGINEERING, INC, <br />REPORT DATED JUNE 20, 2013 <br />EX. SURFACE <br />SAW CUT & MATCH EX, <br />12" MIN. PROP. SURFACE <br />PROP. BASE <br />EX. BASE <br />TIE-IN OF PROPOSED PAVEMENT TO EXISTING <br />NTS <br />1.5' TYPE SP-12.5 OR SP-9.5 ASPHALTIC CONCRETE <br />COMPACTED TO AT LEAST 92% <br />8' UNEROCK BASE HAYING A MINIMUM LeftOF 100 AND <br />COMPACTED TO AT LEAST 99X OF ITS MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). IF <br />THE LOW EDGE OF PAVEMENT IS WITHIN 2 FEET OF THE <br />SEASONAL HIGH GROUNDWATER LEVEL. THE A MOISTURE <br />TOLERANT BASE WILL BE REQUIRED SUCH AS SOIL <br />�.r CEMENT OR CRUSHED CONCRETE. <br />12' SUBBASE WITH A MINIMUM LBR OF 40 AND <br />COMPACTED TO AT LEAST 98% OF THE MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY (ASM 0-1557). <br />NOTES: <br />1. CONTRACTOR MUST INSTALL PAVEMENT AS SMOOTH AS POSSIBLE & <br />KEEP IT FREE OF ANY MARKSMA , SCRAPES, GOUGES. TIRE RKS, ETC., <br />THAT MIGHT BE CAUSED BY CONSTRUCTION TRAFFIC & EQUIPMENT. <br />2. CONTRACTOR SHALL UNIT PLACING THE ASPHALT PAVEMENT COURSE <br />UNTIL ALL OTHER CONSTRUCTION IS COMPLETE It NO OTHER <br />CONSTRUCTION TRAFFIC IS ANTICIPATED. <br />ASPHALT PAVEMENT SECTION (') <br />NTS <br />(+) VERIFIED BY GEOTECHNICAL ENGINEER, AREHNA ENGINEERING. INC, <br />REPORT DATED JUNE 20, 2013 <br />K0a• IAOIN RM6TO1 <br />//rw No-i n lai <br />tKBaBq W91 / m�. 1nN��"�i�niPOMr <br />rrt we <br />N nrN.IF <br />FIe01M K10R10� FAN RIIIW i leml <br />NOTES: <br />1. REFER TO SITE PLANS FOR PIPE SIZES AND SPECIFICATIONS. <br />2. SITEWORK CONTRACTOR IS RESPONSIBLE FOR ALL LABOR AND <br />MATERIAL UP TO THE DOWNSPOUT CONNECTION. <br />3. ACTUAL GO OUT CONNECTION SHALL BE SUPPLIED AND <br />INSTALLED BY BUILDING CONTRACTOR. <br />ROOF LEADER CONNECTION DETAIL <br />xR <br />aK Nw. <br />r� <br />k y ) <br />24" MODIFIED TYPE D <br />,End Of Curb <br />Edge Of Part Y1 Edge Of Pa� <br />PLAN PLAN <br />aaFlr <br />? bL <br />;;;;;; <br />PLA[;] <br />NOTE ALL CONCRETE SHALL BE 4.000 PSI CONCRETE. EXPANSION <br />JOINTS SHALL BE AT P.C.'S AND P.T.'S AND AT 35 FOOT <br />INTERVALS ON STRAIGHT RUNS. DUMMY JOINTS SHALL BE <br />AT LEAST 5 FEET APART. <br />3' TO 5' WIDTH. 4' THICK <br />8' AND LARGER, 5' THICK <br />FOOTER NC WHEN WALKWAY <br />ABUTTIASPHALT <br />PAVEMENT <br />a BIowI w NtAx <br />r% r 10 X 10 W.W.F. <br />St ■-I R- 1' <br />C'DM NMu' .Wtm) <br />#4 DEBAR COW. <br />SECTION <br />WtWK t'-a' f10R <br />IF <br />L—r <br />ON -SITE RAISED SIDEWALK DETAIL <br />NTS <br />m"1°"amN°""a I• mw v Saxe a <br />TYPE D <br />8' V-S' <br />TIT <br />3' 3' <br />3' Tra s.�Trans. <br />TOP Of C.1b�, 11 TOP Of taro 2'-0' <br />GYt� Gutter MOTE WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS <br />PROFILE PROFILE SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE <br />OF THE ADJACENT PAVEMENT THE THICKNESS OF THE UP <br />SHALL BE e', UNLESS OTHERWISE SHOWN ON PLANS. <br />FLARED END STRAIGHT END TYPE F <br />CURB AND GUTTER ENDINGS <br />NOTE: ALL CONCRETE SHALL BE 4.000 PSI CONCRETE. <br />CURB & CURB AND GUTTER DETAILS (FDOT INDEX 300) <br />NTS <br />CONTROL STRUCTURE DATA <br />DESCMTON <br />GRATE ELEV. 'A' <br />a&w <br />DISCHARGE INV. 'r <br />BR20Y <br />STRUCTURE INV. '0' <br />81.7V <br />FOOT INLET TYPE <br />b' <br />2' MIN. <br />PAVEMENT EXISTING GRADE —\ <br />.—ROAD BASE <br />COMPACT IN <br />12' LAYERS <br />12' ABOVE <br />PIPE <br />�COMPACT IN <br />e• uvERs <br />STORM <br />SEWER <br />MAIN <br />COMPACT IN <br />3' LIYT <br />PIPE 2. <br />NOTES: <br />1. TRENCHES LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO 100% OF MAXIMUM DENS(lY <br />BY AAS.H.T.O. T-99, METHOD C. <br />2. TRENCHES NOT LOCATED UNDER PAVEMENT SHALL BE COMPACTED TO A FIRMNESS EQUAL <br />EQUAL TO THAT OF THE SOIL ADJACENT TO THE TRENCH. <br />3. REPLACEMENT OF PAVED SURFACES SHALL BE MADE IN ACCORDANCE TO APPLICABLE <br />LOCAL REGULATIONS. <br />TRENCH BACKFILL DETAIL <br />NTS <br />FACE OF CJREI OR <br />,•�• <br />EDGE OF PAVEYENi <br />INtENNARONM SYYBDL OF <br />A0= (SEE NOTE a) <br />OETFS.TABLE YMRNNO <br />ppp <br />TOP BLUE / em B+CKOROUNC <br />- <br />TEXTURE. SEE 'RAWA <br />BOARD OF BUILIMYG CDDQ <br />t, <br />MID STAtONroS' 4.T. <br />T <br />B <br />wu�� <br />WHOE // BICTA <br />B1C1(CROUND SiE DEfNI <br />BELOW <br />,SEE WM E <br />J(r TID ES W M NAFE DRA m ON <br />t CENtD15 FULL LFWTN IN METAL <br />POST. (MOUNT AVO BOTTOM OF SIGN) <br />AeAe� <br />e� <br />1. <br />T <br />WITH S/1a' . 2 1/4' BOLT9. TOP <br />h <br />S1EEL POBr SET IN CONCRETE <br />Fu,m PIPE BOLLARD <br />V <br />1 3' TO 8' SOIYIE 12' <br />II ICI I II <br />MANDATORY <br />White on Blue Backgmund e <br />6' 9U�OR IFS ODUTSOOE <br />31 <br />5/e' <br />NOOTIND <br />ES: <br />1. METAL POST TO BE ALL BOLTS, NUTS, WASHERS AND <br />1. <br />RUSTPROOF. <br />SCREWS MUST BE RUSTPROOF. <br />BE F 4,000 D CEMENT AND HAVE A <br />2. CONCRETE FOR FOOTING STRENGTH <br />SIGNSCOMPRESSIVE RIC STRENGTH OF 4,000 p I. <br />SIGNS WILL BE FABRICATED B/ SING REFLECTING COATING IN THE <br />PAfB�IGBY <br />BACKING MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM <br />DISLBIEDPSWONLY <br />000) IN THICKNESS. <br />(LETTERING <br />METAL POST <br />4. MESSAGE SMALL BE UPPER CASE (WH (SER ES B) 2' <br />NOLATORSWILL <br />HIGH IN ACCORDANCE WITH MANUAL ON UNWONM TRAFFIC CONTROL <br />DEVICES. <br />BEFNED15.00 <br />5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR <br />FIGURE (WHICH SHOULD ALWAYS FACE ROM ON A SQUARE <br />BACKGROUND. INTERNATIONAL BLUE IN COLOR (FED. STD. 5951 <br />COLOR /15180). <br />DETECTABLE WARNING SURFACE NOTES <br />DETECTABLE WARNING STRIPS, AKA TRUNCATED DOMES, SHOULD BE THERMOPLASTIC DETECTABLE <br />WARNING STRIPS THESE WARNING SURFACES SHALL ONLY BE PROVIDED BY THE FOLLOWING <br />VENDORS/MANUFACTURERSS OR AS APPROVED BY ME ENGINEER: <br />I INUNE TRUNCATED DOME EZ TILE SUPPLIED BY PROFESSIONAL PAVEMENT PRODUCTS <br />2. TOPMARK SUPPLIED BY PUNT TRADING. <br />3. VANGUARD TRUNCATED DOME SUPPUED BY VANGUARD. <br />HANDICAP SIGNAGE DETAILS PER FDOT INDEX 17346 & 17355 <br />NTS <br />1 4' FlBERCIA53 SN)MMER <br />OR EWAL <br />FDOT TYPE III <br />W/ GALV. STEEL ORATE <br />FRONT VFW SECTION A —A <br />CONTROL STRUCTURE S-1 <br />N.7.5. <br />15' RCP <br />A <br />J <br />LAUREN D. CAMPO, P.E. NO. 57421 <br />January 13, 2014 <br />DATE (SEAL) <br />Nr j aBlm g 001/1T MIl <br />!Ws M1YM Blasi OmY. <br />G 2014 HARVARD JOLLY, INC.'. <br />C-/OL <br />