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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 DEPARTMENTG=1 39826 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33U2 <br />0 <br />PHONE (813)780-0029 FAX (813)780-0613 <br />BOLLARD <br />NOT TO SCALE <br />Concrete D L L <br />L 3/4' Preformed Joint L/2 L/2 <br />Transverse Joint Top of L12 Filler (See Note 6) <br />Pavement Top of Top of <br />Approx. 3" Pavement Pavement <br />Longitudinal Joint <br />I <br />' r — Dowel Bars <br />r' <br />^� ffic <br />'TIa <br />of <br />Tie Bars .011 <br />Steel Tie Bar <br />(See Note 3) <br />o — <br />0 <br />Plain Steel Dowel Bar <br />(See Note 7) <br />N <br />o Metal or <br />Plastic Cap <br />ASPHALT PAVEMENT <br />LIMEROCK <br />.BASE COURSE <br />(LBR 100) <br />COMPACTED SUBGRADE <br />(98% MODIFIED PROCTOR) <br />SCARII I— r. <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 />P <br />.1a <br />C <br />p <br />Plain Steel Dowel <br />Bar (See Note 8) <br />teL[ i <br />NOTES: Approved Tie Bar Support - Approved Dowel 1-O Sheet Metal Bottom <br />Support and Spacer - Strip (See Note 8) <br />1. For joint seal dimensions see Sheet 2. BUTT CONSTRUCTION JOINT EXPANSION JOINT BUTT CONSTRUCTION JOINT <br />2. For slabs poured simultaneously, tie bars may (See Note 6) (Used At Discontinuance Of Work) <br />be inserted in the plastic concrete by means Initial 11j' Saw Cut Or %4' Max. <br />approved by the Engineer. Formed Groove (Depth %4 to %3 D) L L <br />3. For Longitudinal Joints: L L12 L/2 <br />Plain Steel Dowel Plain Steel Dowel Bar r <br />Top of i L12 Bar (See Note 8) (See Note 8) r <br />A. Tie bars are deformed #4 or #5 reinforcing Pavement /8' Initial Cut <br />steel bars meeting the requirements of Approx. 3" Top of Top of (Depth /4 to %3 D) <br />Specification 931. Pavement Pavement - <br />B. Provide a tied joint with #4 bars 25" in :J_ Parting Strip (1/4" Max. Thick) <br />length at 24" spacing or #5 bars 30" in Steel Tie Bar (Depth %4 to %3 D) <br />length at 36" spacing. (See Note 3) 1 <br />4. Transverse joints are to be spaced at a O <br />maximum of I5'. Dowel Bars are required at <br />all transverse joints unless otherwise p QI Anticipated Break - 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. Anticipated Break Approved Tie <br />For bridge expansion joints, see Index 370-001. Bar Support <br />LANE -TIE JOINT CONTRACTION JOINT CONTRACTION JOINT <br />5. Punch clean holes in preformed joint filler (See Note 2) (Vibro Case Method) (Sawed Method) <br />greater than bar diameter. <br />7. Coat plain steel dowel bars and welded wire basket LONGITUDINAL JOINTS TRANSVERSE JOINTS <br />assemblies in accordance with Specification 931. <br />Lubricate dowel bars in accordance with <br />Specification 350, <br />M <br />B. Sheet metal bottom strips in accordance o <br />with Specification 931. Not required z <br />with asphalt base. v <br />V) <br />3" Min. 3" to 9" - 3" To 9" 18" Long Dowel Bars @ 12" OC <br />Plain Steel Dowel Bar 2 Min. Metal <br />G Typ- <br />o <br />(� D12 <br />Puncture And Push Down Crimped Plain Steel Dowel Bars :F7/8" On Both Sides Bend Up Against End CoN <br />METAL Sheet Metal Bottom Strip for of Pavement After ^ <br />Expansion Joints Only (See Note 8) Forms are Removed c <br />m <br />3" Min. <br />2" Min. <br />Plain Steel Dowel Bar Plastic <br />Bar Stop <br />PLASTIC <br />DOWEL BARS <br />(LENGTH IB") <br />Pavement Thickness <br />Diameter <br />3/4" <br />� ry Transverse Joint <br />M <br />Tie Bars Typ.(See Note 3) <br />z <br />Longitudinal Joint <br />DOWEL BARS CAPS DOWEL BAR LAYOUT RELATION OF TIE BARS TO DOWEL BARS <br />LAST p DESCRIPTION: <br />REVISION �, FY 2022-23 INDEX SHEET <br />FF RS/oS/2S W DG STANDARD PLANS CONCRETE PAVEMENT JOINTS <br />350-001 1 of 4 <br />CONCRETE PAVEMENT JOINTS <br />NOT TO SCALE <br />2 <br />ISSUED FOR CONSTRUCTION <br />07/15/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />1 <br />ISSUED FOR PERMIT <br />06/24/22 <br />TJS <br />ACS <br />GEL <br />JPRH <br />AJD <br />0 <br />ISSUED FOR PERMIT <br />05/26/22 <br />TJS <br />11 <br />ACS <br />GEL <br />JPRH <br />AJD <br />REV <br />REVISION DESCRIPTION <br />DATE <br />DRWN <br />DSGN <br />CHKD <br />QC <br />APPD <br />REF. DWG. NO <br />REFERENCE DRAWING TITLE <br />00 <br />z <br />CV <br />Z <br />CONCRETE PAVEMENT 2 <br />(4000 PSI, AT 28 DAYS)Cl) <br />d a <br />d m a a c <br />00 <br />an . d. as � � �. , ° ��. . d� a <br />z <br />COMPACTED SUBGRADE <br />(98% MODIFIED PROCTOR) _ IIIIII IIIIIIIIIIII I I 1 <br />IIIIIIIIIIII IIII_ IIIIIIIIMIIIIIIIII I IIII <br />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 />w Saw Cut Or Formed Joint <br />r „ to /� <br />/8 <br />Via" to %a" Saw Cut Or Formed Joint <br />/32" <br />Backer Rod Placement Depth <br />Joint Width <br />4„ <br />--{ Max. <br />I <br />a <br />Joint Sealant Material To Be <br />As Specified In The Plans <br />T <br />e <br />- /fi' Preformed Elastomeric <br />Sealant Bead Thickness <br />-V_As <br />int Sealant Material To Be <br />- Tape Bond Breaker <br />_ <br />Compression Seal <br />Joint Depth <br />Specified in The Plans <br />Existing Joint <br />i <br />(w +/8) <br />Saw Cut Or Parting Strip <br />%4 to 1/3 D (D=Cone. Pavt. Thick.) <br />Saw Cut Or Parting Strip %4 to '/3 D <br />cker Rod Bond Breaker <br />Or Crack <br />Not Required For Construction Joints. <br />(D=Cone. 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 />so that the shape factor w/t has a maximum <br />FOR NEW PROJECTS <br />FOR NEW AND REHABILITATION PROJECTS <br />value of 2.0 and a minimum 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 = 3/4' Unless Specified Otherwise In The Plans <br />w Saw Cut Joint <br />Concrete Pavement to/p' <br />Asphalt Shoulder Pavement <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 Joint <br />Concrete Pavement --\ z/s" to %4' <br />Asphalt Shoulder Pavement <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 />BEAD <br />BACKER <br />JOINT <br />PLACEMENT <br />WIDTH <br />THICKNESS <br />ROD DIA. <br />DEPTH <br />DEPTH <br />�/4 <br />3/8 <br />1 <br />1/2 <br />3/8 <br />�/4 <br />'2 <br />1 �G <br />�'2_ <br />�/j <br />�/4 <br />% <br />1 Y4 <br />%2 <br />6/8 <br />516 <br />14 <br />1112 <br />9116 <br />3/4 <br />3/8 <br />1 <br />13/4 <br />1/8 <br />2/6 <br />�� 6 <br />I 8 <br />13/4 <br />� 6 <br />1 <br />%2 <br />1 %4 <br />2 <br />3/4 <br />> I <br />%2 <br />1 1 �/4+ <br />2+ <br />1 3/4 <br />Unless otherwise indicated on the plans the joint width <br />for new construction will be %4' for construction joints, <br />3/a" 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 Z DESCRIPTION: <br />FY 2022-23 INDEX SHEET <br />REVISION y <br />REVISION W F� STANDARD PLANS CONCRETE PAVEMENT JOINTS <br />350-001 2 of 4 <br />CONCRETE PAVEMENT JOINTS <br />\ ' " J NOT TO SCALE <br />Stamp applies to d�etai�ls D4 and H4 <br />N,1��it 1111h��/ <br />r <br />o 67114r. <br />1 STATE OF % <br />Z O RtDNAL <br />TITLE: <br />BLUE TRITON ZEPHYRHILLS <br />CIVIL <br />SITE DETAILS 1 <br />REVISION: DRAWING NO.: SHEET NO.: <br />2 6004-CD-00-001 1 OF 1 <br />1 Z. <br />A I B I C I D I E I F I G I H I I I J <br />