Sheet List Table. F.D.O.T. Standard Sheets

Transcription

1 Sheet List Table Sheet Number Sheet Title C- COVER SHEET B- SUMMRY OF QUNTITIES B-2 GENERL NOTES B- PROPOSED CROSS SECTION B-4 PROPOSED PLN B-5 PROPOSED ELEVTION B-6 PROPOSED SUBSTRUCTURE PILES LYOUT PLN B-7 SUBSTRUCTURE PILE DT B-8 WEST END BENT PLN B-9 WEST END BENT ELEVTION B-0 NORTH ND SOUTH WEST WING BENT ELEVTION B- EST END BENT PLN B-2 EST END BENT ELEVTION B- NORTH ND SOUTH EST WING BENT ELEVTION B-4 EXTERIOR ND WING BENT DETILS B-5 BENT BENDING ND SCHEDULE B-6 PRECST SLB PLCING PLN B-7 TYPICL SLB LYOUT CROSS SECTION B-8 FINISH GRDE ELEVTIONS PLN B-9 PRECST SLB UNIT TYPE PLN ND ELEVTION B-20 PRECST SLB UNIT TYPE B PLN ND ELEVTION B-2 PRECST SLB UNIT TYPE B2 PLN ND ELEVTION B-22 SLB DETILS B-2 SHEET WLL DETILS B-24 MISCELLNEOUS DETILS B-25 MISCELLNEOUS DETILS (2) B-26 MISCELLNEOUS DETILS () B-27 MISCELLNEOUS DETILS (4) B-28 PPROCH SLB PLNS B-29 LOD RTING DT TBLE F.D.O.T. Standard Sheets Sheet Number Sheet Title 42 TRFFIC RILING - (2" VERTICL SHPE) (SHEETS -) 82 LUMINUM PEDESTRIN/BICYCLE BULLET RILING FOR TRFFIC RILING (2" "F" SHPE) 822 LUMINUM PEDESTRIN/BICYCLE BULLET RILING DETILS (SHEETS -) NOTES ND DETILS FOR SQURE PRESTRESSED CONCRETE PILES 2064 SQURE PRESTRESSED CONCRETE PILE " SQURE PRESTRESSED CONCRETE PILE 2090 PPROCH SLBS (RIGID PVEMENT PPROCHES) (SHEETS -2)

2 SUMMRY OF QUNTITIES ITEM NO. ITEM NO. REQUIRED UNIT QUNTITY S BUILT BRIDGE 0- MOBILIZTION INCLUDING TURBIDITY BRRIER L. S. (SUPERSTRUCTURE) PRESTRESSED PRECST DECK UNITS " x 5'-0" x 29'-0" 8 L. F. 22'-0" " x 6'-" x 29'-0" 4 L. F. 6'-0" CLSS II CONCRETE FOR CLOSURE POURS BETWEEN DECK UNITS ND END CLOSURE REINFORCING STEEL FOR CLOSURE POURS BETWEEN DECK UNITS ND END CLOSURE Cu. Yds. 2.0 Lbs CONCRETE TRFFIC RILING BRRIER (2" VERTICL SHPE) L. F. 54'-0" CONCRETE TRFFIC RILING BRRIER (42" VERTICL SHPE) L. F. 06'-0" LUMINUM PEDESTRIN/BICYCLE BRRIER RILING L. F. 54'-0" (SUBSTRUCTURE) CLSS II CONCRETE FOR PILE CPS Cu. Yds REINFORCING STEEL FOR PILE CPS Lbs. 2,792 PRESTRESSED PILES (BUTMENT) " SQURE x 55'-0" MINIMUM (TEST PILE - BUTMENT) 2 ECH L. F. 0'-0" " SQURE x 40'-0" MINIMUM (BUTMENT) 8 ECH L. F. 720'-0" SQURE x 0'-0" MINIMUM (WING BENT) 2 ECH L. F. 960'-0" SUMMRY OF QUNTITIES ITEM NO. ITEM NO. REQUIRED UNIT QUNTITY S BUILT BRIDGE (PILSTERS) CLSS II CONCRETE Cu. Yds REINFORCING STEEL Lbs.,80 (PRPET WLLS, PLNTERS, SCREEN ND END WLLS) CLSS II CONCRETE Cu. Yds REINFORCING STEEL Lbs.,222 SBS MODIFIED BITUMEN WTERPROOFING SYSTEM L. S. (PIPE CRDLES) CLSS II CONCRETE Cu. Yds REINFORCING STEEL Lbs. 6 (PPROCH SLBS) CLSS II CONCRETE Cu. Yds REINFORCING STEEL Lbs. 27, PVC CONDUIT (BRIDGE ND PPROCH SLBS) L. F. 720'-0" (MISCELLNEOUS) LUMINUM GRTING (INCLUDING SUPPORT NGLES ND FSTENERS) S. F " X X 2'-0" PRECST CONCRETE SHEET WLL 2 ECH L. F. 44'-0" " X X 6'-0" PRECST CONCRETE SHEET WLL 8 ECH L. F " X X PRECST CONCRETE SHEET WLL 8 ECH L. F. 44'-0" (SIDEWLK CURB) CLSS II CONCRETE Cu. Yds REINFORCING STEEL Lbs. 247 CLEN SND Cu. Yds. 26 PVERS Sq. Ft. 00 Contractor shall verify all dimensions and quantities prior to construction and fabrication. Discrepancies shall be brought to the attention of the Engineer before construction. Pay Item Notes:. The Contract Unit Prices for the precast/prestressed units shall include the units, prestressing strands, reinforcing steel shipped with the units, post-tensioning tendons and anchor assemblies, neoprene bearing pads, pre-molded expansion material, epoxy grout and non-shrink grout. 2. Payment for incidental items which are not covered in the individual bid items shall be included in the contract unit price for the bid items.

3 GENERL NOTES GENERL SPECIFICTIONS: Florida Department of Transportation Standard Specification for Road and Bridge Construction (205). DESIGN SPECIFICTION: 7th Edition of the SHTO LRFD Bridge Design Specifications (204). 205 Edition of the F.D.O.T. Structure Design Manual. DESIGN LODING: PRESTRESSED MEMBERS NOTES FINISH: The top of prestressed units shall be finished to a smooth, dense surface with a steel trowel, then coarsely broomed or raked to provide a surface suitable for bonding to asphalt. ll other surfaces of the unit shall receive a "Class surface finish. The edge of the top of the surface of the units shall be finished by use of a small radius tool. CONCRETE STRENGTH: t transfer of the prestressing load, the cylinder strength of the concrete shall be 4000 psi. It shall be 6,000 psi at twenty-eight (28) days for slab units. MISCELLNEOUS NOTES CP STONE ND DECORTIVE FINISHES BY OTHERS. BRIDGE LIGHTING BY OTHERS. COORDINTE CONDUIT ND CCESSORIES CST IN CONCRETE. WTERPROOFING: SOPROM SBS MODIFIED BITUMEN OR PPROVED EQUIVLENT. Live Load: HL-9 HNDLING ND STORGE: Dead Load: 2" F Shape 560 #/ft luminum Pedestrian Rail 0 #/ft Reinforced Concrete 50 p.c.f Future Wearing Surface 5 p.s.f. Sidewalk including Curb, Pavers and Fill 920 #/ft (South) Sidewalk including Curb, Pavers and Fill,20 #/ft (North) Utility 50 #/ft Utility Walls (Each) 88 #/ft Planter 45 #/ft During handling and storage, the prestressed units must be picked up at the ends of the units to prevent damage. The prestressed units must be stored in an up-right position at all times. FORMS ND PLLETS: ll prestressed units shall be cast on concrete based pallets and in metal forms. Keyway form may be wood. STRND EXTENSION: CONCRETE: ll strands shall extend 2-/2 inches beyond the ends of the prestressed units. Note: Concrete to be in compliance with F.D.O.T. Specifications 46. SHOP DRWINGS: CONCRETE CLSS MINIMUM 28 DY LOCTION OF COMPRESSIVE STRESS (ksi) CONCRETE IN STRUCTURE Class II (Bridge Deck) fc' = 4.5 Cast-in-place pproach Slabs, Cast-in-place Closure Pours Class V (Special) fc' = 6.0 Prestressed Slabs, Prestressed Piles Class II fc' =.4 Cast-in-place Pile Caps, Curb, Sheet Piles Screen Wall and Barriers CONCRETE: The contractor shall submit seven (7) sets of shop drawings, showing complete details of the proposed prestressed units. The drawings shall include reinforcing steel, prestressing steel, prestressing bed layout, tensioning and detensioning schedules, and all computations required to control the work. BERING PDS: Neoprene bearing pads shall be /2 inch X 6 inch strips in accordance with Section 92-2 of the Specifications. The pads may be continuous strips or multiple lengths of 2 feet and 0 inches minimum length. The pads may be cut from commercially available sheets.. Provide /4 inch chamfers on all exposed edges and corners except as otherwise noted. 2. Construction joints will be permitted only at the locations indicated on the plans, additional construction joints or alterations to those shown will require approval by the engineer. REINFORCEMENT: PYMENT: The contract unit prices for the precast-prestressed units shall include the units, prestressed strands, reinforcing steel shipped with the units, post-tension cables, anchor assemblies and hardware, neoprene bearing pads, premolded expansion material, epoxy grout and non-shrink grout.. Reinforcement shall be STM -65, Grade 60. Spiral ties for Prestressed Concrete Piles shall be manufactured from cold drawn steel wire meeting the requirements of STM ll dimensions pertaining to location of reinforcing are to centerline of bars except where the clear dimension is shown to face of concrete. MINIMUM CONCRETE COVER: CIP Superstructure = 2 in. (Typical except as noted). CIP Substructure/Bent Cap = 4 in. for external surfaces cast against earth. CIP Substructure/Bent Cap = in. for other external surfaces. CIP Substructure/Sheet Walls = in. Concrete covers shown in the plans do not include placement and fabrication tolerances unless shown as "minimum cover". See F.D.O.T. Standard Specifications for allowable tolerances. DESIGN METHOD: ll elements were designed using the LRFD (Load and Resistance Factor Design). PILE LOD: PILES: See Sheet B7 for Pile Loads. 4 inch square Prestressed Concrete Piles. 8 inch square Prestressed Concrete Piles. SURFCE FINISH: ll exposed surfaces of end bent wing walls, barriers, and exterior face of deck units & approach slabs shall receive a "Class 5 applied finish coating". POST TENSIONING: Post tension cables shall be three ().6 inch diameter 270k LO LX strands. Cables should be in accordance with STM Specification -42. The cables shall be stressed and anchored at 26,000 pounds per () strand post-tension cable. The transverse post-tension cables shall not be tensioned until the concrete in the joints and keyways has been cured for a minimum of seventy-two (72) hours or has achieved 75% of design strength. CBLE NCHORGES: The fabricator shall submit details of the cable anchorage and anchorage reinforcement details for approval with the Shop Drawings. CONSTRUCTION NOTES EQUIPMENT ON UNITS: Before heavy construction equipment is permitted on the structure during construction, sketches showing the axle spacing and anticipated loadings shall be submitted to and approved by the Engineer. POST-TENSIONING SEQUENCE: Post-tensioning shall be done according to the number sequence shown on the precast slab layout sheet. FILLING CONCRETE JOINTS BETWEEN UNITS: Closure Pours between slab units shall be poured a minimum of seventy-two (72) hours or have 75% of the design strength before any post-tensioning operations can begin. Care should be taken to prevent intrusion of mix into ducts. GROUTING POST-TENSION DUCTS: Class 5 Finish Waterproofing Class 5 Finish Class 5 Finish ENVIRONMENT: Superstructure: Substructure: Location: Slightly ggressive Slightly ggressive Inland The post-tensioned strands shall be grouted in accordance with Section 94 of the Specifications. The grouted strands shall not be disturbed, nor shall appreciable loads be placed on the span for a period of seventy-two (72) hours following grouting operations. FILLING NCHORGE BLOCKOUTS: PYMENT: DTUM: Payment for incidental items which are not covered in the individual bid items shall be included in the contract unit price for the bid items. ll anchorage blockouts shall be filled with concrete and finished flush with surface of deck face. PLCING BRRIER WLLS ND SURFCING: ll post-tensioning strands shall have been grouted and the minimum seventy-two 72 hours have passed before the barrier walls and wearing course can be placed. ll Elevations shown are in N..V.D. 88, U.O.N. Conversion: 0.00' N..V.D. 88 =.52' N.G.V.D. 29

4 Curb 9" 40'-0" 80'-0" Right of Way 76'-0" 40'-0" '-0" '-" Barrier 5'-" '- Utility Chase '-0" Pilaster (Varies) Paver Sidewalk 8" Curb 8" Curb '- Gutter 4'-0" Shoulder 2'-0" Lane 2'-0" LNE Varies 6'-0" at Begin and End Bridge (6'- at Mid-Span) Baseline of Survey and Crown Line at Mid-Span 2'-0" LNE '- Gutter 4'-0" Shoulder 6'-0" (Varies) Paver Sidewalk '-" Barrier 5'-" 8" 8" '-0" Pilaster '- Utility Chase '-0" Pilaster NORTH R/W LINE 6'- 4'-9" 2'- '-0" x '-8" Column Beyond luminum Pedestrian/Bicycle Bullet Railing Index No. 822 Traffic Railing '-0" 2" Vertical Shape Traffic Railing Index No. 42 2" Vertical Shape Centerline of Index No. 42 Construction 2'-8" 0".R.V. by Others Removable Grate Cap Stone by Others Varies 0" at Begin and End Bridge ( at Mid-Span) Baseline of Survey and Crown Line Begin and End Bridge Removable Grate Cap Stone by Others '-0" x '-8" Column Beyond luminum Pedestrian/Bicycle Bullet Railing Index No " Curb 2'-8" 0" 2'- 4'-9" SOUTH R/W LINE 6'- Raised Wall Section Beyond at Pilasters Only 8" Force Main (by Others) 4 ~ PVC Conduits Cast-in-Place Concrete Closure Pours 4 ~ PVC Conduits 0" Water Main (by Others) Raised Wall Section Beyond at Pilasters Only Pilaster 2'-8" 2'-8" 77'- 8'-8" 8'-8" B- Proposed Bridge Cross Section GRPHIC SCLE (IN FEET)

5 B-4 Proposed Bridge Plan GRPHIC SCLE (IN FEET)

6 B B-5 Profile Grade Line B-5 Proposed Bridge Elevation GRPHIC SCLE (IN FEET)

7 B-6 Proposed Substructure Piles Layout Plan GRPHIC SCLE (IN FEET)

8

9 GRPHIC SCLE B-8 (IN FEET) Proposed West End Bent Plan

10 40'-0" 80'-0" Right of Way 40'-0" SOUTH R/W LINE '-0" 5'-5" Utility Chase '-" Barrier 8" Curb '- Gutter 6'-0" (Varies) 4'-0" Paver Sidewalk Shoulder 2'-0" LNE 6'-0" 2'-0" LNE Baseline of Survey and Crown Line 2'-0" Lane '- Gutter 4'-0" Shoulder 8" Curb (Varies) Paver Sidewalk '-" Barrier 5'-5" Utility Chase NORTH R/W LINE '-0" '- '- 2" 2.8 8" 7 2" Curb '-0" ~ B806 V550 '-0" o.c. 2 ~ H55 Horizontal Traffic Railing 2" Vertical Shape Index No. 42 '-0" '-0" '-0" '-0" 2 ~ M80 ~ B805 ~ B806 2 ~ B804 4'-0" o.c. S402 over pile ~ T802 5 ~ T80 '- '-0" Centerline of Construction 9" Curb V550 '-0" o.c. 2 ~ H55 Horizontal Traffic Railing 2" Vertical Shape Index No. 42 '-0" 7 2" Curb 2.8 2'- '- 2" " '-8" 4'-0" 4'-0" 77'- 2'-8" 8'-8" 8'-8" B-9 West End Bent Elevation GRPHIC SCLE (IN FEET)

11 56'-2" S40 over pile D550 '-0" o.c. 2 ~ H55 Horizontal 5 ~ T807 2 ~ M808 2 ~ B809 '- 2" '- 2.8 '-0" '-0" '-0" '-0" '-0" '-0" '-0" NOTE: PROVIDE 2 - C555 CORNER BRS ECH CORNER IN CURB (TYPICL) (NOT SHOWN FOR CLRITY- SEE BENDING DIGRM ON SHEET B-5) 5'-7" 8 SP. at 8"± o.c. 7'-" 6'-0" 9 SP. at 8" o.c. 5'-5" 8 SP. at 8"± o.c. 7'-5" S40 STIRRUP SPCING B-0 North West Wing Bent Elevation 56'-2" 25.7 '- 2" 2 ~ B809 2 ~ M808 S40 over pile 5 ~ T807 D550 '-0" o.c. 2 ~ H55 Horizontal '- '-0" '-0" '-0" '-0" '-0" '-0" '-0" S40 STIRRUP SPCING 5'-5" 8 SP. at 8"± o.c. 7'-5" 6'-0" 9 SP. at 8" o.c. 5'-7" 8 SP. at 8"± o.c. 7'-" NOTE: PROVIDE 2 - C555 CORNER BRS ECH CORNER IN CURB (TYPICL) (NOT SHOWN FOR CLRITY- SEE BENDING DIGRM ON SHEET B-5) B B-0 South West Wing Bent Elevation GRPHIC SCLE (IN FEET)

12 GRPHIC SCLE B- (IN FEET) Proposed East End Bent Plan

13 Curb 9" 40'-0" 80'-0" Right of Way 40'-0" '-0" NORTH R/W LINE 5'-5" Utility Chase '-" Barrier 8" Curb '- '- 8" Curb Gutter Gutter (Varies) 4'-0" 4'-0" 6'-0" (Varies) Paver Sidewalk Shoulder 2'-0" Lane Baseline of Survey and Crown Line 2'-0" LNE 6'-0" 2'-0" LNE Shoulder Paver Sidewalk '-" Barrier 5'-5" Utility Chase '-0" SOUTH R/W LINE '- '- 2" 25. 8" 7 2" Curb '-0" ~ B806 V550 '-0" o.c. 2 ~ H55 Horizontal Traffic Railing 2" Vertical Shape Index No. 42 4'-0" o.c. S402 over pile 5 ~ T802 '-0" Centerline of Construction '-0" '-0" '-0" '-0" ~ B805 2 ~ M80 ~ B806 ' ~ T80 2 ~ B804 V550 '-0" o.c. 2 ~ H55 Horizontal Traffic Railing 2" Vertical Shape Index No. 42 '-0" 7 2" Curb 2.4 2'- '- 2" 25. 8" '-8" 4'-0" 4'-0" 2'-8" 77'- 8'-8" 8'-8" B-2 East End Bent Elevation GRPHIC SCLE (IN FEET)

14 56'-2" 25. '- 2" 2 ~ B809 2 ~ M808 S40 over pile 5 ~ T807 D550 '-0" o.c. 2 ~ H55 Horizontal '- '-0" '-0" '-0" '-0" '-0" '-0" '-0" S40 STIRRUP SPCING 5'-5" 8 SP. at 8"± o.c. 7'-5" 6'-0" 9 SP. at 8" o.c. 5'-7" 8 SP. at 8"± o.c. 7'-" NOTE: PROVIDE 2 - C555 CORNER BRS ECH CORNER IN CURB (TYPICL) (NOT SHOWN FOR CLRITY- SEE BENDING DIGRM ON SHEET B-5) B- North East Wing Bent Elevation 56'-2" S40 over pile D550 '-0" o.c. 2 ~ H55 Horizontal 5 ~ T807 2 ~ M808 2 ~ B809 '- 2" '- 2.4 '-0" '-0" '-0" '-0" '-0" '-0" '-0" NOTE: PROVIDE 2 - C555 CORNER BRS ECH CORNER IN CURB (TYPICL) (NOT SHOWN FOR CLRITY- SEE BENDING DIGRM ON SHEET B-5) 5'-7" 8 SP. at 8"± o.c. 7'-" 6'-0" 9 SP. at 8" o.c. 5'-5" 8 SP. at 8"± o.c. 7'-5" S40 STIRRUP SPCING B B- South East Wing Bent Elevation GRPHIC SCLE (IN FEET)

15 Begin/End Bridge End Bent '-8" Tooled Construction Joint in Sidewalk and Curb (Typical) (Provide cover for Reinforcing Steel - Typical) See Joint Detail on sheet B-5 for Roadway Portion of Bridge '-0" '-0" 2 Layers of 0# Felt 2'-0" wide at Sidewalk and Curb Neoprene Pad '-7" '-" '-0" Spacing for V50 Dowels 8" * Cast Closure after Tensioning Curb Beyond 0" * 2 LYERS OF 0# SMOOTH ROOFING PPER pproach Slab 4 " Chamfer (Typical) '- 2" 2'- D550 H55 H552 Clear (Typical) '-0" 5~W807 S40 2~W807 Clear 2~W807 2'- '- Varies From 2'- to '- ± 2 " 2 " x x Continuous Neoprene Pad 2 " Expansion Material Clear (Typical) (Top and Side Only) '-0" H404 '- 5~T802 S402 5~T80 S40 2~M80 Clear (Typical) ~B805, B806 '-0" 2" Clear 9" '-2" '- 8" 9" Sheet Wall 4 " Chamfer (Typical) Clear 9" '- 8" 9" 2~B804 Sheet Wall '- of Piles '- 8" of Piles EXTERIOR WING BENT DETIL END BENT DETIL

16 Estimated End Bent Quantities Required Bar Lap Splices Bar Bending Diagram Item Unit Quantity Mark Size Splice Length Class II Concrete (Pile Cap) (Total for Both Pile Caps) Cu. Yds. 8 Reinforcing Steel (Pile Cap) (Total for Both Pile Caps) lbs. 2,792 Bill of Reinforcing Steel Mark Size Number Required Lap Splice End Bent No. End Bent No. 2 Length plus Lap Splice Total Length Bending Weight (lbs.) T #4 29" T #5 T #6 4 T #8 78" M #8 5 B #6 B #8 5 '-0" '-" '-" '-0" '-" '- '-0" 2'-9" 2'-9" '-0" T '-8" + 6'- 8'-2" Straight T '- + 6'- 6'-0" Straight 682. M '-8" + 4'- 8'-2" Straight B '-8" + 4'- 8'-2" Straight B '-0" Bars B B '- Bars B S '-0" Bars S S '-" Bars S V '-0" Straight 58.5 T '-0" + 6'- 62'- Straight 7.5 M '-0" + 4'- 60'- Straight 292. B '-0" + 4'- 60'- Straight 292. S '-2" Bars S C '-0" Bars C H '- + 2'-0" 77'- Straight W (Top) #8 78" W (Middle) #8 5 W (Bottom) #8 5 H #4 2 H #5 Note: Splice continuous bars thus: Top bars at mid-span Middle bars at mid-span between the piles Bottom bars at the piles Bill of Reinforcing Steel and Estimated Quantities is for each Pile Cap. '-0" '-0" Standard CI Hook BR S40 4'-0" '-0" BR S402 4'-0" BRS B805 '-5" '-5" '-0" Standard CI Hook BR S40 4'-0" D '-8" Straight 64. H '-5" + '-0" 58'-5" Straight C '- Bars C '-0" '-0" 4'-0" '-0" '-5" BRS B '0" 2'-0" Tool to radius or grind to x bevel (Typical) " Measured perpendicular to joint Joint Sealant Material shall be an Ultra Low-Modulus Silicone Material, shall meet or exceed the requirements of Dow Corning 890 SL joint sealant ( 2" thick and level at 2" below finish grade) '- BRS C555 6'-0" pproach Slab Precast Slabs 20 0'0" 2 Layers of 0# Felt Paper JOINT T END BENT DETIL No Scale Bridge Slab Closure Pour 6'-0" BRS C860

17 B-6 Precast Slab Placing Plan GRPHIC SCLE (IN FEET)

18 Curb 9" 40'-0" 80'-0" Right of Way 76'-0" 40'-0" '-0" '-" Barrier 5'-" '- Utility Chase '-0" Pilaster (Varies) Paver Sidewalk 8" Curb 8" Curb '- Gutter 4'-0" Shoulder 2'-0" Lane 2'-0" LNE 6'-0" 2'-0" LNE '- Gutter 4'-0" Shoulder 6'-0" (Varies) Paver Sidewalk '-" Barrier 5'-" '-0" Pilaster '- Utility Chase '-0" 8" 8" 6'-" Slab Unit Type B 6'-" Slab Unit Type B2 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 5'-0" Slab Unit Type 6'-" Slab Unit Type B2 6'-" Slab Unit Type B NORTH R/W LINE 8" Force Main Removable Grate '-0" x '-8" Column Beyond luminum Pedestrian/Bicycle Bullet Railing Index No. 822 Traffic Railing 2" Vertical Shape Index No. 42 '-0" Centerline of Construction Baseline of Survey and Crown Line Begin and End Bridge Removable Grate '-0" x '-8" Column Beyond luminum Pedestrian/Bicycle Bullet Railing Index No. 822 Traffic Railing 2" Vertical Shape Index No. 42 9" Curb SOUTH R/W LINE 0" Water Main 4 ~ PVC Conduits Cast-in-Place Concrete Closure Pours 4 ~ PVC Conduits 2'-8" 2'-8" 77'- 8'-8" 8'-8" B-7 Typical Slab Unit Layout Cross Section GRPHIC SCLE (IN FEET)

19 Notes:. Elevations are to top of Precast Concrete Slabs and top of CIP Concrete pproach Slabs. sphalt overlay, Sidewalks, and Barriers are not included. B-8 Finish Grade Elevations Plan GRPHIC SCLE (IN FEET)

20 Estimated Precast Slab Quantities Item Unit Quantity BENDING DIGRM TYPE SLB UNITS (8 REQUIRED) L. F. 22'-0" Bill of Reinforcing Steel Number Required (Type) C 4 2 4'- 2" G '-0" Straight **S** '-0" 0 2" '-0" 0 2" 5'- 0 2" '-0" BRS S (TYPE 4) ** Number Required shown represents pairs of Bars. 0 2" Field Bend '- 29'-0" 2'- '-0" '-0" '-0" '-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" 2'-0" '-0" Sp Sp Sp Sp Sp Sp Sp 8" Bars V '-0" '-0" '-0" '-0" 2'- Spacing for Tube Bars S & G 5'-0" 6'- 29'-0" Plastic Duct (Typical) Bars T Yard Bend (Typical) '- BRS T 9 2" '-8" BRS C (TYPE 0) (TYPE ) * MESUREMENTS RE FROM OUT TO OUT OF REINFORCING STEEL. (SEE F.D.O.T. INDEX NO. 200 FOR DDITIONL INFORMTION) * T 4 24 '-9" V '- Straight Reinforcing is for one slab only. (See Bending Diagram this Sheet) **Number required shown represents pairs of bars** 4'-0" 5 5 8"± o.c. Bars C (Typical) Bars T (Typical) (Typical) Bars C (Typical) (Typical)

21 Estimated Precast Slab Quantities Item Unit Quantity TYPE B SLB UNITS (2 REQUIRED) L. F. 5 Bill of Reinforcing Steel Number Required (Type) B C 4 2 4'- 2" D 9 9'-2" G '-0" Straight P 5 54 '-9" P '-0" 0 2" 4'-" 0 2" 9'- 5'-7" 0 2" '-0" BRS S (TYPE 4) ** Number Required shown represents pairs of Bars. 0 2" Field Bend '- BRS T 0'-0" BENDING DIGRM 9 2" '-8" BRS C (TYPE 0) (TYPE ) BRS P (TYPE 0) 9'- BRS D * MESUREMENTS RE FROM OUT TO OUT OF REINFORCING STEEL. (SEE F.D.O.T. INDEX NO. 200 FOR DDITIONL INFORMTION) * 2'-9" '-0" 5'-0" '-0" BRS P2 (TYPE 0) Spiral shall be made of STM 65 Grade 60 Billet Steel using either plain or deformed bars, or of STM 82 Cold Drawn Steel Wire. 7" " 2 (TYPE 9) 6'-" 9" 4'-0" 5 9 ± o.c. Bars C (Typical) Bars T (Typical) 6'- Bars V 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" Bars S & G & P 2'- '-0" '-0" '-0" '-0" '-0" '-0" 29'-0" '-0" '-0" 2'- Spacing for Tube 29'-0" Plastic Duct (Typical) Bars T Yard Bend (Typical) '- PC 5 8 '-5" Straight **S** '-8" T 4 24 '-9" V '- Straight Reinforcing is for one slab only. (See Bending Diagram this Sheet) **Number required shown represents pairs of bars** '-" '- '- 4'-0 P2 Bars ~ P o.c. P BRS ~ P o.c. P2 Bars Bars P & P2 (Parapet Walls) '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" (Typical) Bars C (Typical) (Typical)

22 Estimated Precast Slab Quantities Item Unit Quantity TYPE B2 SLB UNITS (2 REQUIRED) L. F. 5 BENDING DIGRM 5" 5 2" 7" Bill of Reinforcing Steel Number Required (Type) 0 2" 4'-" 0 2" Field Bend '- '-0" BRS S (TYPE 4) ** Number Required shown represents pairs of Bars. 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" BRS T '-0" 2'-0" 8" '-0" 2'-0" 8" BRS C (TYPE 0) (TYPE ) '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" 2'-0" 8" '-0" BRS 5T " " Bars S & G & P BRS 5X * MESUREMENTS RE FROM OUT TO OUT OF REINFORCING STEEL. (SEE F.D.O.T. INDEX NO. 200 FOR DDITIONL INFORMTION) * 6'-" 9" 4'-0" 5 9 ± o.c. Bars C (Typical) Bars T (Typical) 6'- Bars V 2'- '-0" '-0" '-0" '-0" 29'-0" '-0" '-0" '-0" '-0" 2'- Spacing for Tube 29'-0" Plastic Duct (Typical) Bars T Yard Bend (Typical) '- 5'-7" 0 2" 0 2" '-0" 9 2" '-8" 4'-7" 4'-7" 4'-7" B2 C 4 2 4'- 2" G 5 6 5'-0" Straight **S** '-8" T 4 24 '-9" V '- Straight 5T 5 0'- 5X 5 8 6'-7 2" SEE SHEET INDEX NO. 42 FOR DDITIONL INFORMTION. Reinforcing is for one slab only. (See Bending Diagram this Sheet) **Number required shown represents pairs of bars** (Typical) Bars C (Typical) (Typical)

23 6'- 6'- " '- '-0" 5'-0" '- " 4 ~ 2" 5.0" Lo-Lax Strands pulled to,000# Each 4 ~ 2" 5.0" Lo-Lax Strands pulled to,000# Each Bars V 7" 6'-" " '-2" '-0" '-2" '- '- 2'-2" '- " Bars C560 to be drilled and epoxy embed 8" into Prestressed Slab. Bars to match curve of '-± and avoid reinforcing steel in Prestressed Slab. 7" '- 2'-2" 2 MIN. Bars S '- 7" Bars V Bars P Bars S Bars D 8" x '-" x Blockout (nchor Plate 7" x 7" x ") 4'-0 '- '- '-" 2 MIN. 2 ~ Bars PC (See Plan for Pipe Cradle Locations) " 9" " Bars G 2" Min. 7 2" 7 2" '- NOTE: Maintain proper Stirrup Bars G " " " 24 ~ 2" placement in End Units " " " Lo-Lax Strands pulled 2 MIN. 7" 0" 0" '-2" 0" 0" 7" to,000# Each 9" Min. 7" 2 MIN. 0" 0" '-2" 0" 0" 7" 2" Min. " 7 2" 7 2" '- 24 ~ 2" Lo-Lax Strands pulled to,000# Each 6'- 6'-" 4 ~ 2" 5.0" Lo-Lax Strands pulled Bars '-0" o.c. See F.D.O.T. Index No. 42 for dditional Information " '- '-0" '- " to,000# Each hole beyond hole beyond Bars '-0" o.c. See F.D.O.T. Index No. 42 for dditional Information 8" x '-" x Blockout 7" '- 2'-2" 5'-9" Bars S '- 7" Bars V Bars '-0" o.c. Maximum (lternate with Bars 5X) 8" x " x vertical blockout Verify with Post-Tensioning Supplier 8" Deck Unit 7 hole " thick plate (6) 2" Lang (#44) nchor ssembly or equivalent 7" 2" " NOTE: Maintain proper Stirrup placement in End Units 9" " 2 MIN. Bars G " " 2 MIN. 7" 0" 0" '-2" 0" 0" " 7" 2" Min. 7 2" 7 2" '- 24 ~ 2" Lo-Lax Strands pulled to,000# Each PLTE BLOCKOUT DETIL ( STRNDS) ( STRNDS)

24 2'-0" 2 ~ 8" o.c. 8 ~ 8" o.c. (2 REQUIRED) 6'-0" 2 ~ 8" o.c. 24 ~ 8" o.c. (8 REQUIRED) 2 ~ 8" o.c. 27 ~ 8" o.c. Item Required Unit Quantity Class II Concrete (Closure Pours) Cu. Yds. 2 Reinforcing Steel (Closure Pours) lbs. 9 Class IV Concrete (Curbs) Cu. Yds. 6 Reinforcing Steel (Curbs) lbs " x x 2'-0" Sheet Wall 2 L. F. 44'-0" 8" x x 6'-0" Sheet Wall 8 L. F. 2 8" x x Sheet Wall 8 L. F. 44'-0" PVC Conduits L. F. 720'-0" Class II Concrete (Pilasters, Parapet Walls) Cu. Yds. 4 Reinforcing Steel (Pilasters, Parapet Walls) lbs.,02 Class II Concrete (Pipe Cradles) Cu Yds. Reinforcing Steel (Pipe Cradles) lbs. 6 Bill of Reinforcing Steel Mark Size Number Required Total Length Bending Weight (lbs.) SHEET WLLS (TOTL) PYMENT 8" SHEET WLL DETIL The contract unit price for precast concrete sheet piling shall include reinforcing steel and S.R. cables. CONCRETE F.D.O.T. Class II Concrete (f'c =,400 p.s.i.) (28 Day) with 0.49 water/cement ratio and 564 lb/yd minimum cementitous material. (8 REQUIRED) Filter Cloth 2'-0" Wide Minimum (Entire Depth of Sheet Pile) S '-2" Straight 827 S '- Straight 652 S '-2" Straight 69 S '- Straight 469 S '-2" Straight 89 S '- Straight 652 CLOSURE POURS (TOTL) H '- Straight 677 H508a 5 56 '-8" Straight 97 H508b '- Straight 59 SIDEWLK CURB (TOTL) D '-0" Straight 6 H '-5" Straight 84 PICKUP BRS Grout Joint solid the entire Length of the Sheet Pile PILSTERS (TOTL) V '-7" Straight 40 t the option of the contractor, 2-7/ strands may be substituted for No. 6 pickup bar. Strands shall be embedded in pile a minimum of two (2) feet. REINFORCING STEEL 2" V60a '-" Bar V60a 58 D '-5 /2" Bar D S '-0" Bar S S405a 4 2 '-0" Bar S405a 278 Reinforcing steel shall be Grade 60. INTERIOR PRPET WLLS (PLNTER) H '-8" Straight 24 PLSTIC FILTER FBRIC EXTERIOR PRPET WLLS (SCREEN WLL) plastic filter fabric (see Florida Department of Transportation Standard Specifications for Road and Bridge Construction) shall be placed between fill and precast sheet piles for the entire depth of the sheet pile and extend into the cap. Cost of all labor and materials required for installing plastic filter fabric shall be included in the contract unit price for sheet piling. Install Sheet Walls with Horizontal Bars on Pile side of Panel as shown. H '- Straight 28 D '-0" Bar D5 67 V '-" Straight 6 H '-0" Straight 00 D '-0" Straight 67 D '- Straight 42 C '-2" Bar C58 59 SHEET WLL JOINT DETIL PIPE CRDLES H '- Straight 6

25 MIN. 9" NOTE: ll luminum to be separated from Concrete with Neoprene Pad " x luminum Bar Grating by McNichols or equivalent (00p.s.f. Loading) 2" wide x " deep Notch for Grating 5'-" Traffic Railing Barrier (2" Vertical Shape) is to be erected plumb. See Details Sheet F.D.O.T. Index No. 42 6'-" '-" Barrier 8'-8" Sidewalk luminum Pedestian/Bicycle Railing. See Details Sheet F.D.O.T. Index No. 822 Soproma SBS Modified Bitumen Waterproofing or approved equivalent 6'-" 8" '- " '-5" 2" 2 2" thick Paver Bricks (Provide samples for Owner pproval) Cast-in-Place Parapet Wall H5 Horizontal '-0" o.c. H52 Horizontal '-0" o.c. 8" wide Pipe Cradle for 8" Force Main with 2 ~ #4 x '-8" long Diagonals and 2 ~ #4 x '- long embed into F.D.O.T. QPL approved Epoxy '- 2'- '-0" 2" 2'-0" '- 5 8" Clean Silica Sand SLOPE.05'/FT. 2 ~ H508 2" H50 Horizontal Bar '- o.c. with Embed into pproved 2-part Epoxy " sphalt by Others TYPICL SIDEWLK SECTION ON BRIDGE 4 ~ PVC Conduits (Typical) B-24 8" 6'-8" Sidewalk Soproma SBS Modified Bitumen Waterproofing or approved equivalent '-" Barrier luminum Pedestian/Bicycle Railing. See Details Sheet F.D.O.T. Index No. 42 5'-" Traffic Railing Barrier (2" Vertical Shape) is to be erected plumb. See Details Sheet F.D.O.T. Index No. 822 NOTE: ll luminum to be separated from Concrete with Neoprene Pad " x luminum Bar Grating by McNichols or equivalent (00p.s.f. Loading) H50 Horizontal Bar '- o.c. with Embed into pproved 2-part Epoxy " sphalt by Others 9" MIN. 2" 6'-" 6'-" 2 2" thick Paver Bricks (Provide samples for Owner pproval) Clean Silica Sand SLOPE.05'/FT. 2 ~ H508 4 ~ PVC Conduits (Typical) '-0 '-7" '- 2'-0" " 2" '-0" '- 2'- 2" wide x " deep Notch for Grating Cast-in-Place Parapet Wall H5 Horizontal '-0" o.c. H52 Horizontal '-0" o.c. 8" wide Pipe Cradle for 0" Water Main with 2 ~ #4 x '-8" long Diagonals and 2 ~ #4 x '- long embed into F.D.O.T. QPL approved Epoxy 2 TYPICL SIDEWLK SECTION ON BRIDGE B-24 GRPHIC SCLE (IN FEET)

26 Centerline of Construction '-0" Baseline of Survey and Crown Line Begin and End Bridge 5'-0" ± 5'-0" 2 ~ H508 (Typical each Closure) TYPICL CROWN SECTION B-25 Pile Cap Below Closure Pour Below 2" Traffic Barrier with luminum Railing '-8" 6'- High Concrete Pilaster 2" PVC Sleeve with 90 bend at bottom to exit above Pile Cap 42" Traffic Barrier 2" NOTE: ll luminum to be separated from Concrete with Neoprene Pad 0 '-5" Planter '-0" '-0" 4 " Expansion Material 4'-9" High End Walls x x 2" luminum Shelf ngle with 2" SS6 Epoxy Bolts with '-0" o.c. Closure Pour Below '- 4'-0" 0 " x luminum Removable Grating Wing Wall 2'- High Wall 4'-9" High Wall Closure Pour Below '-8" 2 EXPNDED PLN VIEW T CORNERS OF BRIDGE B-25 GRPHIC SCLE (IN FEET)

27 '-8" 6 ~ D602 Dowel Bars '-0" '-0" o.c. with an extra stirrup at Top and Bottom 2 ~ V60 Vertical Bars 2'- 5'- 2" '- '-7" 6'-7" B-26 PILSTER T END OF BRIDGE PLN DETIL Cap Stone by Others '-2" Bar S405 Bar S405a '- Bar D602 0" Bar D5 '-7" Bar C58 '- Bar D602 " x luminum Grating 2" Weep Hole at Bottom of Pilaster 2 " Neoprene Bearing Pad 6'- Concrete Pilaster Clear '-7" Lap Clear 2 ~ V60 Vertical Bars 2" Sleeve with 90 Bend '-0" o.c. with an extra stirrup at Top and Bottom 6 ~ D602 Hook Bars with '-7" Lap and '- Hook with 0" Embedment for Pipe H55 Horizontal '-0" o.c. V54 Vertical '-0" o.c. D57 Epoxy Bars with 2'-0" Lap and '-0" o.c. Utility Pipe 2 " Neoprene Bearing Pad 4'-9" 2'-8" " 2" Note: dd C58 Corner Bars at Back Wall with '-7" Legs H55 Horizontal '-0" o.c. V54 Vertical '-0" o.c. 4 ~ D56 Diagonal Bars at Penetration D5 Hook Bars with 2 Lap and 0" '-0" o.c. '- Bridge Deck Unit '- '- 2" Closure Pour 2 Layers of 0# Felt Paper '- Bridge Deck Unit '- '- 2" Closure Pour 2 Layers of 0# Felt Paper '-0" o.c. Each Way (H508a and H508b) 2'- 0" 2'- End Bent Pile Cap (See Detail on Sheet BB-4) '-0" o.c. Each Way (H508a and H508b) 2'- 2'- End Bent Pile Cap (See Detail on Sheet BB-4) '- 8" '- 8" '-8" '-8" 2 B-26 PILSTER T END OF BRIDGE DETIL B-26 UTILITY WLLS T END OF BRIDGE DETIL GRPHIC SCLE (IN FEET)

28 '-8" 8 ~ D602 Dowel Bars '-0" '-0" o.c. with an extra stirrup at Top and Bottom 2 ~ V60 Vertical Bars PILSTER T END OF PPROCH SLB PLN DETIL B-27 Cap Stone by Others 2 ~ V60a Vertical Bars 2" Sleeve with 90 Bend 2" Weep Hole at Bottom of Pilaster Clear '-7" Lap '-0" o.c. with an extra stirrup at Top and Bottom 6 ~ D602 Hook Bars with '-7" Lap and '- Hook with 9" Embedment 2 Layers of 0# Felt Paper 9" 6'- Concrete Pilaster Clear for Pipe '- pproach Slab 2 PILSTER T END OF PPROCH SLB DETIL B-27 GRPHIC SCLE (IN FEET)

29 B-28 pproach Slab Plans GRPHIC SCLE (IN FEET)

30

31 For Railing End Transition see Railing End Detail (Typical except as noted) Ƃ" Intermediate Open Joint (see Notes) Coping (Typ.) ƀ" V-Groove in both faces and top of Traffic Railing Deck Joint (see Notes) Edge of pproach Slab (Coping) For Railing End Transition see Railing End Detail (Typical except as noted) B Taper pproach Slab Begin or End pproach Slab or Begin or End Railing on Retaining Wall '-9" (Max.) '-0" (Min.) Gutter Raised Sidewalk Raised Sidewalk pproach Thrie-Beam Guardrail Transition (When called for in Plans) Trailing End, W-Beam Guardrail Connection PLN (shown), Thrie-Beam Guardrail Connection (similar) (When called for in Plans) (Rails, Posts and Reinforcing Steel not shown for clarity) BRRIER DELINETOR Begin or End pproach Slab SPCING or Begin or End Railing on Retaining Wall Distance - 0'-0" Maximum Spacing ƀ" V-Groove Edge of Travel Lane Spacing (Ft.) When Railing is continuous Superstructure to Face of Railing provide Tapered End Transition Supports Maximum 7'-0" '-0" Post Spacing (Typ.) at terminus of Bullet Railing < 4' 40' (Typ. all posts) Max. Min. '-9" (Max.) dditional Rail required 4' to 8' 80' Tapered End Transition '-0" Min. '-0" Min. for Special Height Bicycle '-0" 7'-0" Max. 7'-0" Max. Rail Splice/Exp. '-9" (±9") > than 8' None Required '-0" Railing with Post "B" (Min.) Rail Expansion ssembly ssembly Spacing (Typ.) Rail Splice ssembly Max. B Pedestrian/Bicycle Railing requires Post "C" Ƃ" Intermediate Open Joint (see Notes) Raised Sidewalk ƀ" V-Groove in both faces and top of Traffic Railing 5" 2" Deck Joint NME OR DTE BRIDGE NUMBER Min. (see Notes) Raised Sidewalk pproach Thrie-Beam Guardrail Transition (When called for in Plans) 0Ƃ" pproach Slab (Flexible Pavement pproach Slab Shown, Rigid Pavement pproach Slab Similar) See Detail "" for Pre-cured Silicone Sealant Bridge Deck Front Face of Backwall & pproach Slab (Flexible Pavement pproach Slab Begin or End Bridge Shown, Rigid Pavement pproach Slab Similar) ELEVTION OF INSIDE FCE OF RILING (Reinforcing Steel not shown for clarity) Begin or End pproach Slab '-0" TRFFIC RILING NOTES Taper 5/22/204 :28:8 PM This railing has been structurally evaluated to be equivalent or greater in strength to other safety shape railings which have been crash tested to NCHRP Report 50 TL-4 Criteria. CONCRETE ND REINFORCING STEEL : See Structures Plans, General Notes. GURDRIL : For Guardrail connection details, see Index 400. PEDESTRIN/BICYCLE RILING ND SPECIL HEIGHT BICYCLE RILING DETILS : See Index 822 for Post, Rail and Rail Splice/Expansion ssembly fabrication and installation Details and Notes. V-GROOVES : Construct ƀ" V-Grooves plumb. Space V-Grooves equally between Ƃ" Open Joints and/or Deck Joints and at V-Groove locations on Retaining Wall footings. BRRIER DELINETORS: Barrier Delineators shall meet Specification Section 99. Install Barrier Delineators on top of the Traffic Railing 2" from the face on the traffic side at the spacing shown in the table above. Barrier Delineator color (white or yellow) shall match the color of the near edgeline. The cost of the Barrier Delineators shall be included in the Contract Unit Price for the Traffic Railing. RILINGS ON RETINING WLLS : If the Traffic Railing is to be provided on a retaining wall, the railing section will be the same as shown on Sheet 2. ll other details such as the guardrail transition attachment, the maximum spacing of the Ƃ" open joints and ƀ" V-Groove shall apply. NME, DTE, ND BRIDGE NUMBER : The Name and Bridge Number shall be placed on the Traffic Railing so as to be seen on the driver's right side when approaching the bridge. The Date shall be placed on the driver's left side when approaching the bridge. The Name shall be as shown in the General Notes of the Structures Plans. The Date shall be the year the bridge is completed. For a widening when the existing railing is removed, use both the existing date and the year of the widening. Black plastic letters and figures in height may be used, as approved by the Engineer, in lieu of the letters and figures formed by Ƅ" V-Grooves. V-Grooves shall be formed by preformed letters and figures. OPEN JOINTS : See Structures Plans, Superstructure, pproach Slab Sheets and Retaining Walls for actual dimensions and joint orientation. Provide open Traffic Railing Joints at Deck Expansion Joint locations matching the dimensions of the Deck Joint. For treatment of Railings on skewed bridges see Index 420. Provide Ƃ" Intermediate Open Joints at : () - Superstructure supports where slab is continuous. (2) - Ends of approach slabs when adjacent to retaining walls and at expansion joints on retaining wall CROSS REFERENCE: junction slabs. For Section - and View B-B, see Sheet 2. For Detail "" see Sheet. LST DESCRIPTION: INDEX SHEET NO. NO /0/4 DESIGN STNDRDS TRFFIC RILING - (2" VERTICL SHPE) 42 of

32 '-" '-" dditional Rail required for Special Height Bicycle Railing 6 2" dditional Rail required for Special Height Bicycle Railing 6 2" Post "B" Special Height Post "B" Special Height Bicycle Railing Bicycle Railing 4'- (Special Height Bicycle Railing) Pedestrian/Bicycle Railing '- (Pedestrian/Bicycle Railing) 2'-8" 2" Cover (Top) 2 " 4 2 0" = '-8" Cover Slope Varies (Sides).02 Ft/Ft 2" Post "C" Pedestrian/Bicycle Railing Bars '-0" sp. (Max.) (lternate with Bars 5T) 2" Const. Joint Coping " 9" Bars 5S (Typ.) Bars '-0" sp. (Max.) (lternate with Bars 5X) Min. Embedment into Deck 4'- (Special Height Bicycle Railing) '- (Pedestrian/Bicycle Railing) Pedestrian/Bicycle Railing 2'-8" 2 " 4 2 0" = '-8" 2" Cover (Top) 4 " 0 Slope Varies Taper.02 Ft/Ft Post "C" Pedestrian/Bicycle Railing Bars '-0" sp. (Max.) (lternate with Bars 5T) Thrie-Beam Terminal Connector & Guardrail Bolts (pproach End) 2" 2" Const. Joint Min. Embedment " 9" into Deck W-Beam Special End Shoe Bolts (Trailing End only) Bars 5S (Field Bend as Required) (Typ.) Bars '-0" sp. (Max.) (lternate with Bars 5X) Raised Sidewalk Bridge Deck 8" ± Bars 5S '-0" Standard Hook Top Steel in Deck (Rotate to maintain cover) Raised Sidewalk Bridge Deck 8" ± Bars 5S '-0" Standard Hook Top Steel in Deck (Rotate to maintain cover) Edge of pproach Slab (Coping) SECTION - TYPICL SECTION THRU TRFFIC RILING SECTION THRU BRIDGE DECK SHOWN W-Beam Special End Shoe or Thrie-Beam Terminal Connector Bolts (Trailing End) '-8" '- 2" Thrie-Beam Guardrail Bolts (pproach End only) VIEW B-B PPROCH SLB END VIEW OF TRFFIC RILING Bars 5T & 5X lternating at 5" 6 2" 2 2" Spacing Bars 5T & Bars 5X CROSS REFERENCE: For location of Section - and View B-B see Sheet. NOTES: Omit Railing End Taper and Guardrail if Concrete Barrier Wall is used beyond the pproach Slab. See Structures Bars 5S (Typ.) NOTE: For Post "B", Post "C" and Rail Details, see Index No Plans, Plan and Elevation Sheet and Roadway Plans. If Railing End Taper is omitted, extend Typical Section to Bars 5X the end of the pproach Slab. Begin placing Railing Bars 5T and 5X on pproach Slab at the railing end and proceed Bars 5T toward Begin or End Bridge to ensure placement of guardrail bolt holes. If required, adjustments to the bar spacing for Bars 5T and 5X shall be made immediately adjacent to Raised Sidewalk Begin or End Bridge. Shift and rotate Bars 5T and 5X on 5/22/204 :28:9 PM pproach Slab in end taper section as required to maintain cover. pproach Slab RILING END DETIL LST 07/0/4 DESCRIPTION: 205 DESIGN STNDRDS TRFFIC RILING - (2" VERTICL SHPE) INDEX NO. 42 SHEET NO. 2 of

33 CONVENTIONL REINFORCING STEEL BENDING DIGRMS BILL OF REINFORCING STEEL RODWY Ø MRK SIZE LENGTH CROSS-SLOPE LOW GUTTER HIGH GUTTER Pre-cured Silicone S 5 s Reqd. 0% to 2% Sealant ( wide) T 5 9'-0" 2% to 6% 87 9 X 5 5'-0" 6% to 0% " 2 " 6 DETIL "" - SECTION T INTERMEDITE OPEN JOINT INTERMEDITE JOINT SEL NOTES:. t Intermediate Open Joints, seal the lower portion of the open joint with Pre-cured Silicone Sealant in accordance with Specification Section 92. Length as Required 2. pply sealant prior to any Class V finish coating and remove 4 " '-8 4 " '-8 all curing compound and loose material from the surface prior to application of bonding agent.. The cost of the Pre-cured Silicone Sealant shall be included in the Contract Unit Price for the Traffic Railing. BR 5S Ø Ø Ƅ" " 5" " 7" STIRRUP BR 5T STIRRUP BR 5X Paint Recessed Surfaces Black REINFORCING STEEL NOTES: SECTION THRU RECESSED "V" GROOVE TO FORM INSCRIBED LETTERS ND FIGURES. ll bar dimensions in the bending diagrams are out to out. 2. The '-8 vertical dimensions shown for Bars 5T and 5X are based on a bridge deck with a thick x 6' wide raised sidewalk at low side of deck, 2% deck cross slope and a counter 2% raised sidewalk cross slope. If the raised sidewalk thickness, width or cross slopes vary from the above amounts, adjust these vertical dimensions accordingly to achieve a minimum embedment into the bridge deck.. The reinforcement for the railing on a Retaining Wall shall be the same as detailed with Ø = ll reinforcing steel at the open joints shall have a 2" minimum cover. 5. Bars 5S may be continuous or spliced at the construction joints. Bar splices for Bars 5S shall be a minimum of 2'-2". 6. The Contractor may utilize Welded Wire Reinforcement (WWR) when approved by the Engineer. WWR must consist of Deformed wire meeting the requirements of Specification Section 9. ESTIMTED TRFFIC RILING QUNTITIES ITEM UNIT QUNTITY Concrete CY/LF Reinforcing Steel LB/LF /22/204 :28:20 PM (The above quantities are based on a thick x 6' wide raised sidewalk at low side of deck, 2% deck cross slope and counter 2% sidewalk cross slope.) LST DESCRIPTION: INDEX SHEET NO. NO /0/ DESIGN STNDRDS TRFFIC RILING - (2" VERTICL SHPE) 42 of

34 '-0" Min., 7'-0" Max. Maximum (Typ. all Posts) Min. dditional Rail required for Special Height Bicycle Rail with Post "B" 7'-0" Max. Rail Splice/Exp. '-9" (±9") ssembly Spacing (Typ.) '-0" Min. Pedestrian/Bicycle Railing with Post "C" Rail Splice ssembly '-9" (±9") (Typ.) '-0" Max. Tapered End Transition '-9" Max. '-0" Min. Post Spacing See Note 2 Rail Expansion Intermediate Open Joint 2" V-Groove ssembly Deck Joint Begin or End pproach Slab Bridge Deck Front Face of Backwall & Begin or End Bridge pproach Slab ELEVTION OF INSIDE FCE OF TRFFIC RILING WITH PEDESTRIN/BICYCLE BULLET RILING Gutter Line Bicycle Lane NOTES: Top of Rail. Where Bullet Railing continues on retaining wall mounted Traffic Railings or other Traffic Railings, the Tapered End Transition shall be located at the terminus of the Bullet Railing. Post "B" 4'- Special Height Bicycle Railing '- Pedestrian/Bicycle Railing Post "C" 2" F Shape Traffic Railing CROSS REFERENCES:. For Post, Rail and Rail Splice/Expansion ssembly fabrication and installation Details see Index For Traffic Railing Details, Reinforcement and Notes see Index /22/204 2:08:5 PM SECTION - TYPICL SECTION THRU BRIDGE DECK (PPROCH SLB SIMILR) LST DESCRIPTION: 205 BRIDGE LUMINUM PEDESTRIN/BICYCLE BULLET INDEX SHEET NO. NO. 07/0/4 DESIGN STNDRDS RILING FOR TRFFIC RILING (2" F SHPE) 82 of

35 2'- 5 4 " 7 4 " " " 4 " 5" 2 2" 4 " 2" Rail Clamp Bar Round over top corners R (Typ.) 9" 7 Ø Holes (Typ.) 9" Rail Post ~ WF 5 x " x x F C 8" Ø x " Stainless Steel Hex Cap Screw & Washer F 2'-0" '-0" ~ Post "B" '- ~ Post "B2" 5 4 " ~ Post "B" 9 4 " ~ Post "B2" 6 5" 2 2" 2" Round over top corners R (Typ.) " ~ Post "B" 7 Ø Holes (Typ.) Rail Clamp Bar Base Plate 2" ~ Post "B2" 7 Post ~ WF 5 x " x x 8" Resilient or Neoprene Pad Rail F D D 8" Ø x " Stainless Steel Hex Cap Screw & Washer (Index No. 820) 4 (Index No. 82) 6 2" (Index No. 42) F 2" '-7" ~ Post "B" 2 " '-0" ~ Post "B2" 0" 5 4 " 5" 2 2" 4 " 2" 7 Ø Holes (Typ.) Round over top corners R (Typ.) Rail Clamp Bar Rail Post ~ WF 5 x " x x Base Plate 8" Resilient or Neoprene Pad 2 ~ Ø x 0" C-I-P Hex Head nchor Bolts with hex nuts & washers (See Detail "" for allowed drilled option) 4 (Index No. 82) 6 2" (Index No. 42) F E E 8" Ø x " Stainless Steel Hex Cap Screw & Washer F 2" 7" 2 " 8 Base Plate 2" 2 ~ Ø x 0" C-I-P Hex Head 8 Face of Traffic Railing C:\d\projects\standards\structures\current\ready4release\205book\00822-of.dgn RD960DM 9" 2" SECTION C-C (RILS NOT SHOWN) 8" Resilient or Neoprene Pad 2 ~ Ø x 0" C-I-P Hex Head nchor Bolts with hex nuts & washers (See Detail "" for allowed drilled option) 2 ~ Ø x " nchor Bolts threaded full length with hex nuts and washers set in drilled holes (diameter per manufacturer's recommendation) with an dhesive Bonding System in accordance with Sections 46 and 97 of the Specifications. Expansion nchors are not permitted. Cutting of reinforcing steel is permitted for drilled hole installation. ELEVTION OF POST "" POST "" DETILS FOR SPECIL HEIGHT BICYCLE RILING ON CONCRETE PRPET (INDEX 820) C 2 " 8 7 8" Ø Holes for nchor Bolts (Typ.) (RILS NOT SHOWN) SECTION D-D nchor Bolts with hex nuts & washers (See Detail "" for allowed drilled option) 2" 2 " 2 " 2 " 2 " 2 " ELEVTION OF POST "B" POST "B" DETILS FOR SPECIL HEIGHT BICYCLE RILING ON TRFFIC RILINGS (INDEX 42 ND 82) ND POST "B2" DETILS FOR PEDESTRIN/BICYCLE RILING ON CONCRETE PRPETS (INDEX 820) Rail Rail Clamp Bars SECTION E-E (RIL NOT SHOWN) Post ELEVTION OF POST "C" POST "C" DETILS FOR PEDESTRIN/BICYCLE RILING ON TRFFIC RILINGS (INDEX 42 ND 82) NOTE: fter nuts have been tightened, the bolt threads shall be deformed to prevent removal of nuts. Tack welding of nuts to anchor bolts, to prevent theft, is permitted. Coat deformed or tack welded threads with a galvanizing compound in accordance with Section 562 of the Specifications. CROSS REFERENCES: For Post "" and Post "B2" spacing see Index 820. For Post "B" & Post "C" spacing see Index 42 or 82. For Rail Details see Sheet 2. For Railing Notes and Tapered End Transition Details see Sheet. 6/9/204 7:8:52 M DETIL "" LTERNTE NCHOR BOLT (Concrete Parapet Shown, Traffic Railings Similar) H-Beam Post ~ WF 5 x 6.49 SECTION F-F 2" BSE PLTE DETIL 2 " 8" Ø x " Stainless Steel Hex Cap Screws and Washers RIL TO POST CONNECTION DETIL LST DESCRIPTION: 205 BRIDGE LUMINUM PEDESTRIN/BICYCLE INDEX SHEET NO. NO. 0/0/2 DESIGN STNDRDS BULLET RILING DETILS 822 of

36 8 " 9 2" 9 8 " 8" Minor xis of Rail Profile 2" 2" R '- R 7 8" SECTION - Elliptical Profile Rail Splice/Expansion ssembly 8" (Except as noted) TYPICL SECTION THRU RIL Major xis of Rail Profile 2 2" 2" Minor xis of Rail Profile '-0" (Rail Splice/Expansion Bar) '- Round over edge ( R) Typical each side 2 2" 2" 7 2 2" Major xis of Rail Profile SECTION B-B - RIL SPLICE/EXPNSION BR 5 8" (Rail not shown for clarity) Rail Splice/Expansion Bar to match inside face of Rail Rail Splice/Expansion Bar Stop Pins 4 " 0' 4 " Dia. 0' 2" Insert Bar (Type ) * SECTION C-C BR SSEMBLY Tack Weld two places each end (Typ.) Insert Bar (Type 2) RIL SPICE/EXPNSION R 4 " 2Ɓ" X ƈ" X '-0" Flat Bar. * 2 8" * Use of either Type or Type 2 Insert Bars is at the option of the Contractor. Insert Bar to match inside face of Rail 8 " Insert Bar ('-0" Long) INSERT BR DETIL (TYPE ) D Rail Section 2 ~ Stop Pins (Locate at center of Rail Splice/Expansion Bar) C Insert Bar (2 required) B Rail Section 8 " 6 R " (Typ.) 8 " Major xis of Rail Profile C 8" R Outline of inside face of Rail ƃ" (Min.) Expansion (See Notes) ƀ" (Min.) Splice Insert Bar B Rail Splice/Expansion Bar R 6 R VIEW D-D NOTE: Provide for drive fit. Minor xis of Rail Profile RIL END CP DETIL D 7 6 RIL SPLICE/EXPNSION SSEMBLY DETIL CROSS REFERENCE: For Notes and Tapered End Transition Details, See Sheet. 5" " 8 " 2" 25 4 " 2" 2" 7 9 2" E 5/22/204 2:09:27 PM 2" VIEW E-E 6 Post RIL CLMP BR DETIL Drill & tap hole to accept Stainless Steel Fasteners 8" Ø E LST DESCRIPTION: 205 BRIDGE LUMINUM PEDESTRIN/BICYCLE INDEX SHEET NO. NO. 07/0/4 DESIGN STNDRDS BULLET RILING DETILS of

37 Min. ~ '-0" Max. Post (ƃ) Seal Weld Bullet Rail Rail Splice/Expansion Bar Base Plate Compound Miter Transition (Option 2) Double Miter Transition (Option ) '- '- '- Seal Weld Bullet Rail (Options & 2) Concrete Traffic Railing or Parapet (ƃ) Rail Splice/Expansion Bar (Options & 2) Bullet Rail Rail Splice/Expansion Bar (Option ) (ƃ) 5 H Rail Splice/Expansion Bar (Inside) H Rail Splice/Expansion Bar (Option ) (web & inside flanges) (ƃ) (ƃ) ngle Varies G DOUBLE MITER TRNSITION (OPTION ) (web & inside flanges) G Seal Weld Bullet Rail (Option ) Face of Traffic Railing or Parapet (ƃ) Mitered Rail Splice/Expansion Bar 27 8" Max. Gap (Slip Connection) nchor Bolts (See Sheet for typical details) Min. ~ '-0" Max. Post (ƃ) Seal Weld Bullet Rail Rail Splice/Expansion Bar Base Plate Concrete Traffic Railing or Parapet Concrete Traffic Railing or Parapet ELEVTION OF TPERED END TRNSITION (Single Rail Shown, Double or Triple Rail Similar) ngle Varies G G COMPOUND MITER TRNSITION (OPTION 2) Face of Traffic Railing or Parapet RILING NOTES: 5/22/204 2:09:28 PM Rail PRTIL PLN OF TPERED END TRNSITIONS Splice/Expansion Bar (Single Rail Shown, Double or Triple Rail Similar) ngle Varies Rail Splice/Expansion Bar (centered on Base Plate) 27 2" '- VIEW G-G TRNSITION BSE PLTE (Bullet Rail not shown for Clarity) 8" 2" (ƃ) VIEW H-H TRNSITION BSE PLTE (Bullet Rail not shown for Clarity) (ƃ) Ɔ" Ø Holes for nchor Bolts (Typ.) PYMENT: Payment for the railing includes Rails, Posts, Rail Splice/Expansion ssemblies, Rail Clamp Bars, Rail End Caps, nchor Bolts, Nuts, Resilient Pads, Screws and Washers and all incidental materials and labor required to complete the installation. POST SSEMBLY: Fabricated wrought aluminum; Post - STM B22, alloy 606-T6, or alloy 65-T5; Base Plate - STM B209, alloy 606-T6. WELDING: Welding of aluminum components shall be in accordance with NSI and WS D.2 "Structures Welding Code - luminum". RIL ND RIL SPLICE/EXPNSION SSEMBLIES: luminum; STM B22, alloy 606-T6, or alloy 65-T5. Stop Pins shall be press-fit luminum or Stainless Steel pins or tubes, unless otherwise approved by the Engineer. RIL CLMP BR: luminum; STM B22, alloy 606-T6, or alloy 65-T5. STINLESS STEEL FSTENERS: Ƅ" Ø Hex Cap Screws and Washers shall be STM F-59, alloy group 2 (6). NCHOR BOLTS: nchor bolts shall be in accordance with STM 6 or STM F554, Grade 6. nchor Bolts, Nuts, and Washers shall be hot dip galvanized in accordance with Specification Section 962. RIL END CP: STM B26 sand cast aluminum alloy 56.0-F. RIL INSTLLTION: Set Rail Posts normal to Profile Grade longitudinally and vertical transversely. Post spacings that land on barrier or parapet obstacles such as armor expansion plates etc. shall be adjusted to clear obstacles by 9" without exceeding maximum post spacing. Post shall be uniformly spaced with reasonable consistency. Set Posts on ƃ" thick resilient or neoprene pads in accordance with Specification Section 92. The pad dimension shall be the same as the post base plate. Provide rail expansion assembly in panels between posts on either side of Bridge Expansion Joints. Rail expansion assembly is similar to the rail splice assembly with increased space at assembly to allow for movement equal to.5 times the bridge joint opening or " greater than the expected joint movement. Take care to ensure rails are set with the proper openings. Remove any burrs or sharp edges on rails and posts to prevent injury. RIL SPLICE SSEMBLIES: Rails shall be continuous over a minimum of posts, except that lengths less than 2' need only be continuous over 2 posts. Space splices at 40'-0" maximum on centers. Splice all rails in any railing section about the same center line. RESILIENT ND NEOPRENE PDS: Resilient and Neoprene Pads shall be in accordance with the Specifications except that testing of the finished pads is not required. Neoprene pads shall be durometer hardness 60 or 70. SHOP DRWINGS: Submit typical details for straight alignments and complete details for end terminations or curved alignments with radii < 40', including post and rail splice/expansion assembly locations of the proposed railing for the Engineer's approval prior to fabrication. CROSS REFERENCE: For Post Details see Sheet. For Rail Details see Sheet 2. LST DESCRIPTION: 205 BRIDGE LUMINUM PEDESTRIN/BICYCLE INDEX SHEET NO. NO. 07/0/4 DESIGN STNDRDS BULLET RILING DETILS 822 of