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_ .. I L_ 11 7.. 1 --A_� <br />o� <br />C <br />r <br />a <br />r <br />r <br />m <br />EL <br />00 <br />N <br />M <br />N <br />0 <br />s <br />N <br />m <br />a <br />E <br />0 <br />0 <br />z <br />FE <br />0 <br />v <br />O <br />J <br />a_ <br />3 <br />ai <br />'o <br />m <br />0 <br />m <br />rn <br />0 <br />.o <br />0 <br />v <br />m <br />o� <br />a <br />Jd <br />a. <br />0 <br />N <br />r` <br />M <br />0 <br />N <br />t` <br />M <br />3 <br />LOW <br />A W A <br />►��� �T—ram <br />Top View <br />Note: All dimensions are nominal <br />PE threaded rod with <br />wing nuts and spacers <br />see note <br />Right Side View <br />Front View <br />PART # <br />PIPE SIZE <br />A <br />B (Max) <br />H <br />L <br />W <br />121ONP <br />12in <br />6.5in <br />10in <br />6.5in <br />251n <br />29in <br />151ONP <br />15in <br />6.5in <br />10in <br />6.5in <br />25in <br />29in <br />181ONP <br />18in <br />7.5in <br />15in <br />6.5in <br />32in <br />35in <br />241ONP <br />24in <br />7.5in <br />18in <br />6.5in <br />36in <br />45in <br />301ONP <br />30in <br />7.5in <br />12in <br />8.6in <br />58in <br />63in <br />736IONP <br />36in <br />7.5in <br />25in 7 <br />8.6in <br />58in <br />63in <br />2" Raised Or Depressed <br />Indentification Letter <br />2" Raised Or Depressed <br />Indentification Letter (WT.) <br />Bottom View <br />Section 2" <br />Top View <br />5" <br />8 <br />Section <br />Flared End Section <br />N.T.S. <br />Pick -Up <br />Hole <br />Non -Skid <br />Surface <br />Top View <br />All Reinforcement No. 6 Bars <br />Except 648 Bars Shown. Bars <br />Spaced @ 6" Centers Both Ways <br />Except Middle Bars Shown @ 7" <br />Centers. All Bars With ACI <br />Standard Hooks Canted Approx. <br />45", Or Embedded In Accordance <br />With The Slab Reinforcement <br />Detail Shown Under Optional <br />Construction Joints. Sheet No. 3 <br />Of 6, Except All #8 Ban; And #6 <br />Bars Around Manhole Opening Shall <br />Be Hooked. <br />2-#8 <br />'ars <br />8" For 3'-6" & 4' Dia. <br />10" For 6' & 7' Dia. <br />Structure Wall <br />Section <br />Type 7-T (Traffic) (H-20) <br />Structure Top FDOT Index #201 <br />NOTES (TOPS, FRAMES, AND COVER <br />1. All steel bars shall have 1 1/4" minimum cover unless <br />otherwise shown and shall be hooked where indicated. <br />2. Manhole top Type 7 slabs shall be of Class II concrete. <br />Concrete as specified in ASTM C-478 may be used for <br />precast units; see General Note No. 2. <br />3. Manhole top Type 7 slabs may be of cast -in -place or <br />precast construction. The optional key is for precast tops <br />and in lieu of dowels. Frame and slab openings are to be <br />omitted when top is used over a junction box. Frames can <br />be adjusted with from one to six courses of brick. <br />4. Manhole top Type 8 may be of cast -in -place or precast <br />concrete construction or brick construction. For concrete <br />construction, the concrete and steel reinforcement shall <br />be the same as the supporting wall unit. An eccentric <br />cone may be used. <br />5. Manhole tops shall be secured to structures by optional <br />construction joints as shown on Sheet 3 of 6. <br />6. The 212 lb. cover is to be used for all frames Types I, II <br />& 111 and is the replacement cover for all previous frames <br />with 1 1/2" deep seats (traffic type). The 185 lb. cover <br />(non- traffic type), 1984 Roadway and Traffic Design <br />Standards Index No. 201, is the replacement cover for <br />existing frames with 1/2" deep seats. Installation of frames <br />with 1/2" deep seats is not permitted. The 185 lb. covers <br />are to be placed in existing 1/2" deep seated frames only <br />when specifically called for in the plans or as specifically <br />directed by the Engineer. <br />Concrete Or <br />8" Brick. See <br />Note 4. <br />Section <br />Type 8 Manhole <br />FDOT Index #201 <br />of curb or <br />of pavement <br />0 <br />;t <br />Line Post Corner Or End Post 12" <br />3' or 5' square <br />MANDATORY <br />White on Blue Background <br />Chain Link Type "B" Fence <br />3 <br />Updated per new Site <br />Plan. <br />07/15/10 <br />2 <br />Update handicap <br />detail. <br />06/13/08 <br />1 <br />Per City comments. <br />05/08/08 <br />No. <br />Revisions <br />Date <br />O) <br />00 <br />M A <br />M <br />N C <br />O <br />.2 <br />ILL <br />LL ti N <br />Cb o <br />o cXo Q <br />m LL o <br />M E cc <br />` Cl)� <br />mz0�v <br />=mmmp <br />C �— <br />�� W ono c <br />♦ <br />c <br />a = La fin a c W <br />u U-) <br />a� cEo o <br />y a <br />-. <br />p <br />,n „ ....CU <br />,^ <br />O <br />I` <br />C <br />LL <br />'^ <br />- <br />Sidewalk ramp shall have <br />ICU" <br />C <br />W <br />Detectable Warnings per FDOT <br />1'-6" <br />O <br />a <br />Standard Index 304. See "Florida <br />O <br />C <br />0 <br />Accessibility Code for Building <br />Construction, latest edition. <br />International Symbol <br />U <br />(,) <br />� <br />3-6" White <br />5' Sidewalk <br />irk <br />of Access <br />16- <br />U <br />CU <br />Chevron Equally <br />Spaced Per Aisle <br />MAX- MAX- See Note 7 left. <br />}' <br />Cl)White <br />NC: <br />cc <br />"IU <br />on Blue Background <br />�_ <br />0 <br />NI <br />o <br />o <br />o <br />0 <br />0 <br />0 <br />Z„ <br />c <br />" <br />PARKING BY <br />DISABLE <br />White background Black <br />V— <br />0 <br />4 <br />PERMIT <br />Message Lettering <br />N <br />ONLY <br />tU <br />111, <br />3/8" holes with holes drilled on <br />0 <br />a <br />1" centers full length in full <br />O <br />(0 <br />N <br />Z'Wt <br />„ „ 2" <br />- 12 -0 <br />„ <br />o <br />VIOLATORS <br />WILL BE <br />length in metal post. (Mount <br />with 5/16" x 2 1/4" bolts, top <br />�` <br />(n <br />FINED $250.00 <br />and bottom of sign) <br />>% <br />6" white <br />s <br />s <br />V <br />6" blue <br />6" <br />blue <br />DISABLED PARKING / MARKING TYPICAL DETAILS <br />Notes: <br />1. Metal post to be galvanized. All bolts, nuts, washers and screws must be rustproof. <br />2. Concrete for footing shall be portland cement and have a minimum compressive strength of 3,000 P.S.I. <br />3. Signs will be fabricated by using reflecting coating in the symbol, message and border applied to a sheet aluminum backing <br />(.080) in thickness. <br />4. Message lettering shall be upper case (black)(series c) 1.5" high in accordance with manual on uniform traffic control devices. <br />Except as noted on sheet 2 of 2. <br />5. The symbol is composed of two elements, a white wheelchair figure (which should always face right) on a square background, <br />international blue in color (fed. Std. 595a, color #15180). <br />6. Sign post shall be min. 2'-0" clear from back of curb. The use of properly located bollards in accessible parking spaces. <br />7. Are acceptable substitutes for regular bumper guard. <br />8. Minimum number of accessible parking spaces shall be per florida accessibility building code section 4.6.3. <br />o .J1,J.L <br />ti <br />1 „ „1 <br />VY <br />Concrete Footing <br />N.T.S <br />5/8 <br />3 1/8" <br />METAL POST <br />l2" <br />WT. of Blank post shall be 2-21/2"#/FT. <br />SECTION A - A <br />DISABLED PARKING / SIGNING <br />� s 7, <br />`(� <br />0 <br />i E rc_ <br />dos, -A-, a 'qu6Z <br />4 <br />Novemb , q.a @`�010 <br />Date® 4 <br />Drawn: YZY <br />Checked: <br />Scale: As Shown <br />Dwg: Site and Drainage Details <br />Job No: 1372-10 <br />Sheet <br />18 <br />Of 27 Sheets <br />