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A I B I C I D I E F G H I J <br />1 <br />2 <br />0z <br />Ir W <br />OW <br />W Ix <br />�Q <br />Ui CO <br />�a <br />a= <br />�O Owe 3 <br />LLm <br />OW <br />z2 <br />0m <br />?0_� <br />za <br />w <br />0 <br />0 = <br />w - <br />m <br />z� <br />0o <br />Ow <br />LU <br />0 <br />O 0 <br />_ <br />�O <br />z o_ 4 <br />W W <br />co m <br />fr 2 <br />0 Z <br />O i2 <br />Jz <br />m 0 <br />n 2 <br />co <br />wm <br />m Y <br />-00 <br />W13: <br />�w <br />_z� <br />w0 <br />co <br />w <br />W 5 <br />cr- <br />O -� <br />0 ~ <br />W 0 <br />0 = <br />Fw" <br />Z 0z <br />O¢ <br />Z Y <br />u) CO <br />H � <br />J <br />UO <br />w C0 <br />3 CO <br />d W <br />Z0 6 <br />[E w <br />W <br />0 � <br />QQ <br />Om <br />0 <br />U — <br />W w <br />7!Cl) <br />a <br />m= <br />U <br />O � <br />W CO <br />�dm <br />D- Q <br />W <br />a LLI <br />W0 7 <br />W <br />LL to Q <br />OD <br />Z z <br />W fA <br />� Y <br />H 0 . lA — <br />Z Ir <br />Z w <br />Q <br />52O <br />MO <br />CLO <br />o 8 <br />0 <br />U <br />00 <br />Ir O <br />W ~ <br />J U <br />wLL <br />LLI <br />=O <br />o� <br />>. Ui <br />Zdco <br />0� <br />Zdv <br />z <br />0 <br />a <br />0 9 <br />c W <br />�o <br />00 <br />It <br />CONCRETE DOME <br />TO DRAIN <br />CONCRETE <br />FILLED 6" NOM <br />0 STD WT SCH <br />40 STL PIPE <br />ilt WiT� fol 911: >: t, <br />CONCRETE <br />6"-MIN 1 g" <br />MIN <br />NOTES: <br />1. ACTUAL INSTALLATION LOCATION OF EACH BOLLARD <br />SHALL BE AS SHOWN ON THE DRAWINGS OR AS <br />DIRECTED IN THE FIELD. <br />2. PAINT ALL PIPING MATERIALS IN ACCORDANCE WITH <br />SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. <br />BOLLARD CONCRETE FILLED <br />NTS <br />CITY OF ZEPHYRHILLS <br />STANDARD DETAILS <br />NOVEMBER 2021 <br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT <br />38825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33642 <br />G=10 <br />PHONE (813)780-0029 FAX (813)780-0813 <br />Concrete <br />Transverse Joint <br />Longitudinal Joint <br />Tie Bars " <br />BOLLARD <br />NOT TO SCALE <br />L L <br />D L �a" Preformed Joint L/1 L/2 <br />Filler (See Note 6) <br />Top of L/2 <br />Pavement Top of Top of <br />I Approx. 3" Pavement Pavement <br />Dowel Bars <br />Steel Tie Bar <br />(See Note 3) <br />O <br />m Plain Steel Dowel Bar <br />(See Note 7) <br />N <br />o Metalfli <br />or <br />Plastic Cap <br />ASPHALT PAVEMENT <br />LIMEROCK <br />BASE COURSE <br />(LBR 100) <br />COMPACTED SUBGRADE <br />(98% MODIFIED PROCTOR) <br />SCARII r,,.L.# %ww v,rrw <br />UNDERLYING MATERIAL <br />ASPHALT PAVEMENT NOTES: <br />1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN <br />REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH <br />RECOMMENDATIONS PRESENTED IN THE PAVEMENT <br />DESIGN REPORT. <br />2. ASPHALT PAVEMENT MATERIALS AND TESTING TO BE IN <br />ACCORDANCE WITH FDOT STANDARD SPECIFICATIONS. <br />3. AGGREGATE BASE COURSE SHALL COMPLY WITH FDOT <br />ITEM 200. <br />ASPHALT PAVEMENT SECTION <br />NOT TO SCALE <br />AP <br />p <br />Plain Steel Dowel <br />Bar (See Note 8) <br />/oi t¢tt <br />NOTES: <br />Approved Tie Bar Support <br />Approved Dowel <br />1-a Sheet Metal Bottom <br />Support and Spacer <br />Strip (See Note 8) <br />1. For joint seal dimensions see Sheet 2. <br />BUTT CONSTRUCTION JOINT <br />EXPANSION JOINT <br />BUTT CONSTRUCTION JOINT <br />(See Note 6) <br />(Used At Discontinuance Of Work) <br />2. for slabs poured simultaneously, tie bars may <br />be inserted in the plastic concrete by means <br />Initial Saw Cut Or V4' Max. <br />approved by the Engineer. Formed Groove (Depth 114 to �5 D) <br />L <br />L <br />�'. 3. For Longitudinal Joints: <br />L <br />L/2 <br />Plain Steel Dowel <br />L/2 Plain Steel Dowel Bar L12 <br />Top of <br />Bar (See Note 8) <br />(See <br />Note 8) <br />A. Tie bars are deformed #4 or #5 reinforcing <br />steel bars meeting the requirements of <br />Pavement <br />1 <br />Approx. 3" Top of <br />�� Top of <br />Ye" Initial Cut <br />(Depth V4 to %3 D) <br />Pavement <br />Pavement <br />Specification 931. <br />i <br />B. Provide a tied joint with #4 bars 25" in <br />Parting Strip (V4" Max. Thick) <br />length at 14" spacing or #5 bars 30" in <br />Steel Tie Bar <br />(Depth V4 to V3 D) <br />length at 36" spacing. <br />(See Note 3) <br />- <br />4. Transverse joints are to be spaced at a <br />maximum of 15'. Dowel Bars are required at <br />all transverse joints unless otherwise <br />N <br />q <br />N <br />0 <br />Anticipated Break <br />Anticipated Break <br />noted in the plans. <br />5. Expansion joints to be placed at street intersections <br />and other locations as indicated in the Plans. <br />Anticipated Break <br />Approved Tie <br />For bridge expansion joints, see index 370-001. <br />Bar Support <br />LANE -TIE JOINT <br />CONTRACTION JOINT <br />CONTRACTION JOINT <br />6. Punch clean holes in preformed joint filler <br />(See Note 2) <br />(Vibro Case Method) <br />(Sawed Method) <br />greater than bar diameter. <br />7 coat lain steel dowel bars and welded wire basket <br />LONGITUDINAL JOINTS <br />TRANSVERSE JOINTS <br />. p <br />assemblies in accordance with Specification 931. <br />Lubricate dowel bars in accordance with <br />Specification 350. <br />m <br />m <br />8. Sheet metal bottom strips in accordance o <br />with Specification 931. Not required z <br />with asphalt base. v <br />3" in, 3 to 9 3 To 9" 18" Long Dowel Bars @ 12" OC <br />r-a' r-o° r-0° 1'-a' r-a' r-a' r-a' <br />Plain Steel Dowel Bar <br />Metal <br />4 <br />�'�'------0---9-O-—fv <br />�x <br />'gf <br />Typ. <br />P2M,n. <br />S aOPuncture <br />And Push Crimped <br />Plain Steel Dowel BarsW" <br />7 <br />On Both es <br />Bend Up Against End <br />Mn <br />METAL <br />Sheet Metal Bottom Strip for <br />of Pavement After <br />Expansion Joints Only (See Note 8) <br />Forms are Removed <br />3" Min. <br />Plain Steel Dowel Bar 2 Min. <br />Plastic <br />Bar Stop <br />DOWEL BARS <br />(LENGTH 18") <br />Pavement Thickness <br />Diameter <br />6"-6 V?' <br />7"-B' <br />1 " <br />810Vs' <br />111V <br />>]1" <br />IVz' <br />PLASTIC <br />DOWEL BARS CAPS DOWEL BAR LAYOUT <br />casT o DEscRrarroN: FY 2022-23 <br />REVISION FDOTT <br />11101121 W �^- STANDARD PLANS <br />CONCRETE PAVEMENT JOINTS <br />NOT TO SCALE <br />m <br />�� fg <br />inN Transverse Joint <br />M <br />Tie Bars Typ.(See Note 3) <br />0 <br />z <br />Longitudinal Joint <br />RELATION OF TIE BARS TO DOWEL BARS <br />INDEX SHEET <br />CONCRETE PAVEMENT JOINTS <br />350-001 1 of 4 <br />0 <br />ISSUED FOR PERMIT <br />08/26/22 <br />TJS <br />ACS <br />NHL <br />JPRH <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />i DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />REF. DWG. NO <br />REFERENCE DRAWING TITLE <br />Stamp <br />applies to <br />details D4 <br />and H4 only. <br />z <br />CONCRETE PAVEMENT <br />(4000 PSI, AT 28 DAYS) M <br />d <br />co <br />y .. <br />z <br />N <br />COMPACTED SUBGRADE Hi <br />(98% MODIFIED PROCTOR) <br />L USE 6X6 W2.9 W2.9 WELDED WIRE <br />SCARIFIED AND COMPACTED FABRIC (WWF) IN BOTH DIRECTIONS <br />UNDERLYING MATERIAL <br />CONCRETE PAVEMENT NOTES: <br />1. REFER TO GEOTECH REPORT AND PAVEMENT DESIGN <br />REPORT FOR ADDITIONAL INFORMATION. COMPLY WITH <br />RECOMMENDATIONS PRESENTED IN THE PAVEMENT <br />DESIGN REPORT. <br />2. CONCRETE PAVEMENT SHALL HAVE A MINIMUM STRENGTH <br />OF 4,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE <br />WITH ASTM C39. <br />3. WELDED WIRE FABRIC (WWF) SHALL BE OVERLAPPED NOT <br />LESS THAN ONE FOOT. <br />4. CONTROL JOINTS SHALL BE PLACED NO MORE THAN 12 <br />FEET O.C. <br />CONCRETE PAVEMENT SECTION <br />NOT TO SCALE <br />V8' V4" <br />w Saw Cut Or Formed Joint <br />to %i' Formed Joint <br />"�?' <br />Backer Rod Placement Depth <br />�^ to 1/e' <br />Joint Width <br />to <br />I <br />�aMJn.0 Max. <br />Joint Sealant Material To Be <br />T—'— <br />Elastomeric <br />Sealant Bead Thickness <br />ealant Material To Be <br />AsSpe16reormed <br />-ssion <br />T7Co-pre <br />Seal <br />Joint Depth <br />- <br />cTape <br />FA <br />Existing Joint <br />Bond Breaker <br />(w + ) <br />Saw Cut Or Parting Strip <br />V4 to '/3 D (D=Conc. Pavt. Thick.) <br />Saw Cut Or Parting Strip V4 [o V3 D <br />Rod Bond Breaker <br />Or Crack <br />Not Required For Construction Joints. <br />(D=Conc. Pavt. Thick.) Not <br />Required For Construction Joints <br />Or Existing Joints Or Cracks. <br />Note: Dimension w will be shown in the plans or <br />established by the Engineer based on field <br />conditions. Dimension d will be constructed <br />aoft2.0 he has a mum <br />FOR NEW PROJECTS <br />FOR NEW AND REHABILITATION PROJECTS <br />value end afminimum value of 1.0. <br />PREFORMED ELASTOMERIC COMPRESSION SEAL <br />BACKER ROD <br />BOND BREAKER <br />FOR REHABILITATION PROJECTS <br />TAPE BOND BREAKER <br />CONCRETE -CONCRETE JOINTS <br />d = w = �4' Unless Specified Otherwise In The Plans <br />w Saw Cut Joint <br />Concrete Pavement to Va' <br />Asphalt Shoulder Pavement <br />a <br />Joint Sealant Material To Be <br />As Specified In The Plans <br />Backer Rod Bond Breaker <br />d = w = 3/4" Unless Specified Otherwise in The Plans <br />w Saw Cut Join[ <br />Concrete Pavement W, to Va" <br />Asphalt Shoulder Pavement <br />a <br />Joint Sealant Material To Be <br />As Specified in The Plans <br />Tape Bond Breaker <br />(w <br />BACKER ROD BOND BREAKER TAPE BOND BREAKER <br />FOR NEW AND REHABILITATION PROJECTS; <br />EITHER TAPE OR BACKER ROD BOND BREAKER REQUIRED; <br />SHOULDER MUST BE REPAIRED IF PROPER JOINT SHAPE <br />CAN NOT BE ATTAINED <br />CONCRETE -ASPHALT SHOULDER JOINTS <br />JOINT SEAL DIMENSIONS <br />BACKER ROD BOND BREAKER <br />(CONCRETE -CONCRETE JOINTS) <br />JOINT DIMENSIONS (INCHES) <br />SEALANT <br />MINIMUM <br />BACKER ROD <br />JOINT <br />BACKER <br />WIDTH <br />BEAD <br />ROD DIA. <br />JOINT <br />PLACEMENT <br />THICKNESS <br />DEPTH <br />DEPTH <br />Va <br />Va <br />$e <br />1 <br />Vz <br />'b <br />/4 <br />1 114 <br />h <br />V2 <br />V4 <br />5Vi <br />1 V4 <br />%1 <br />44 <br />316 <br />1 <br />13'4 <br />_V8 <br />1/8Y16 <br />11� <br />1314 <br />' %6 <br />1 <br />V2 <br />1114 <br />2 <br />314 <br />> 1 <br />t/1 <br />1 V4+ <br />2+ <br />3'a <br />Unless otherwise indicated on the plans the joint width <br />for new construction will be r/4' for construction joints, <br />Ja' for all other joints. <br />For rehabilitation projects the joint width will be shown <br />on the plans or established by the Engineer based on <br />field conditions. <br />LAST p DESCRIPTION: FY 2022-23 INDEX SHEET <br />REVISION ^ FDOTT CONCRETE PAVEMENT JOINTS <br />11101117 W �— STANDARD PLANS 350-001 2 of 4 <br />CONCRETE PAVEMENT JOINTS <br />NOT TO SCALE <br />01 <br />j /fro 671114 <br />_4 _ <br />i p STATE OF <br />0•,� 5/24/2023 �4 <br />�� F '�40RIO?'.-�.�' .: <br />//II1111kk <br />oi°❑ MERRICK"' <br />m��� �� <br />MERRICK PROJECT NO.: 3021600491 <br />CLIENT PROJECT NO.: <br />SCALE: AS NOTED <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />SITE DETAILS 1 <br />REVISION: DRAWING NO.: SHEET NO.: <br />0 6004-CD-01-001 1 OF 1 <br />1 <br />K3 <br />5 <br />0 <br />7 <br />0 <br />�1 <br />1Iwo <br />A B C D E F G H I J <br />