NOTES. 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42" Height shown, 54" Height Similar) TABLE 1 - RAILING MEMBERS

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1 NOTES :\d\projects\standards\structures\current\ready4release\20book\00852-of8.dgn 5/2/202 0:09:4 M D VIEW OF RILING WITH TYPE - PIKET INFILL PNEL (4 Height shown, 54" Height Similar) TLE - RILING MEMERS OUTSIDE WLL MEMER DESIGNTION DIMENSION THIKNESS "" "" HSS2 x HSS2 x 2.50" x.50" 2.50" x.50" " 2b" NPS (Sch. 0) " HSS.000x " 0.20" 2b" NPS (Sch. 0) " End Hoops HSS.000x " 0.20" Joint/Splice Sleeves HSS2.500x " 0.2 () Intermediate & HSS2x 2.00" x 2.00" 0.88" () Int. & onnection Sleeve Handrail Joint/Splice Sleeves Handrails Handrail Support ar Pickets (Type Infill Panel) HSS.500x0.25 " NPS (Sch. 40) b" NPS (Sch. 40) " ˆ Roun " ˆ Roun.500"..900" 0.750" 0.750" N/ N/ Infill Panel Members (Types 2-5) Varies (See Details) Varies Varies TLE () 0.2 wall thickness permitted for rails with post spacings less than 5-8", except that onnection Sleeve must be " NPS (Sch. DESIGN LODS, GEOMETRY ND PPLIILITY: See the Instructions for Design Standards for the design loads, geometry and applicability requirements. GENERL: dequate foundation support shall be provided for anchorage and stability against overturning. See Index No. 85 for special requirements and modifications for use on bridges. The railing shown on these drawings requires a handrail for ramps steeper than a 5% grade to conform with the requirements of the mericans with Disabilities ct (D). RILS, PNELS ND POSTS: Pipe Rails and Pickets shall be in accordance with STM 500 Grade, or D, or STM 5 Grade for standard weight pipe (Schedule 40) or STM 6 for bars. Structural Tube shall be in accordance with STM 500 Grade,, or D, or STM 50. Perforated panels (Type 5), U-hannels and filler plates shall be STM 6 or 0 (Grade 6). s and End Rails shall be fabricated and installed plumb, " tolerance when measured at above the foundation. Pickets and vertical panel elements shall be fabricated parallel to the posts, except that Type 2, & 5 panel infills may be fabricated parallel to the longitudinal grade. orners and changes in tangential longitudinal alignment shall be made continuous with a 9" bend radius or terminate at adjoining sections with mitered end sections when handrails are not required. For changes in tangential longitudinal alignment greater than 45, posts shall be positioned at a maximum distance of 2-0" each side of the corner and shall not be located at the corner apex. For curved longitudinal alignments the top and bottom rails and handrails shall be shop bent to match the alignment radius. SE PLTES ND RIL PS: s and Rail ap Plates shall be in accordance with STM 6 or STM 709 Grade 6. SHIM PLTES: Shim Plates shall be aluminum in accordance with STM 209, lloy 606 or 606. Shim plates shall be used for foundation height adjustments greater than " and localized irregularities greater than ". Field trim plates when necessary to match the contours of the foundation. eveled shim plates may be used in lieu of trimmed flat shim plates shown. Stacked shim plates must be bonded together with adhesive bonding material and limited to a maximum total thickness of b", unless longer anchor bolts are provided for the exposed thread length. NHOR OLTS: nchor bolts shall be in accordance with STM F554 Grade 6. Headless anchor bolts for dhesive nchors shall be threaded full length. utting of reinforcing steel is permitted for drilled hole installation. Expansion nchors are not permitted. ll anchor bolts shall have single self-locking hex nuts. Tack welding of the nut to the anchor bolt may be used in lieu of self-locking nuts. ll nuts shall be in accordance with STM 56 or STM 94. Flat Washers shall be in accordance with STM F46 and Plate Washers (for long slotted holes only), shall be in accordance with STM 6 or STM 709 Grade 6. fter the nuts have been snug tightened, the anchor bolt threads shall be distorted to prevent removal of the nuts. Distorted threads and tack welds shall be coated with a galvanizing compound in accordance with the Specifications. RESILIENT ND NEOPRENE PDS: Resilient and Neoprene pads shall be in accordance with Specification Section 92 except that testing of the finished pads shall not be required. Neoprene pads shall be durometer hardness 60 to 80. JOINTS: ll welded joints are to be ground smooth. Expansion joints shall be spaced at a maximum 40-0". Field splices similar to the expansion joint detail may be approved by the Engineer to facilitate handling, but top rail must be continuous across a minimum of two posts. WELDING: ll welding shall be in accordance with the merican Welding Society Structural Welding ode (Steel) NSI/WS D. (current edition). Weld metal shall be E60XX or E70XX. Nondestructive testing of welds is not required. OTINGS: The steel railing shall be hot-dip galvanized after fabrication in accordance with Section 962 of the Specifications mill finish unless otherwise noted in the ontract Documents. ll nuts, bolts and washers shall be hot-dip galvanized in accordance with Specification Section 962. SHOP DRWINGS: omplete details addressing project specific geometry (line & grade) showing post and expansion joint locations, post and panel type, anchor bolt installation "ase" or lengths, must be submitted by the ontractor for the Engineer s approval prior to fabrication of the railing. Shop drawings shall be in accordance with the Specifications. PYMENT: Railing shall be paid for per linear foot (Item No abb). Payment will be plan quantity measured as the length along the center line of the top rail, and includes rails, posts, pickets, panels, rail splice assembly, base plates, anchor bolts, nuts, washers, resilient or neoprene pads and all incidental materials and labor required to complete installation of the railing. 07/0/

2 Spacing - 5-7" (Max.) ~ Type "" Only 54" Special Height icycle Railing (SHR) End Hoop 5-7" (Max.) ~ Type "" or 7 - (Max.) ~ Type "" 4 Pedestrian/icycle Railing (PR) Rail Expansion Joint see Detail "", Sheet 4 Infill Panel Type Varies, See Data Table in Plans (Pickets Shown) 7 " ( 0" ~ " Max. Gap 54" Special Height icycle Railing 4 Pedestrian/icycle Railing 9"R Max. See Detail "", Sheet 4 Equal lear Openings at s 2 " ~ 5 " Max. ( Top of Intermediate Rail 2-7 " ( -9 " (S Top of Sidewalk or ikeway Ground Line ottom & Intermediate Rail Minimum from free end of concrete and expansion joints Foundation Expansion Joint * lear Opening (See Geometry Notes, Sheet ) 6" V-Groove or onstruction Joint Offset Rail expansion joints to be located in panels above structure expansion joints * (5-0" maximum spacing). ELEVTION (Showing Outside Face of Railing with Type "" s) TYPIL RILING DETILS & RILINGS ON GRDES 0% TO 5% (Type - Picket Railing Shown, Other Types Similar) Note: Non-continuous corners are permitted when handrails are not required. EXPNDED ELEVTION T ORNERS DETIL FOR NON-ONTINUOUS RILING T ORNERS * Keyed construction joints in Index No. 60 Gravity :\d\projects\standards\structures\20book\ of8.dgn Wall are not considered to be expansion joints. Spacing 5-7" (Max.) ~ Type "" Only 5-7" (Max.) ~ Type "" or See Plans for 7 - (Max.) ~ Type "" continuation or termination limits -6" of railing 54" Special Height icycle Railing 4 Pedestrian/icycle Railing (SHR) (PR) 2-6" Max. Handrail required for ramps (Handrail continuous at landings between runs) Handrail ~ b" NPS Sch. 40 Horizontal handrail extension at landing See "Typical Railing Details" for post, rail & picket or infill panel details 0-0" Max. for Slopes > 6.25% 40-0" Max. for Slopes = 6.25% Grade -6" 2-6" Max. Top of Sidewalk 5-0" See Plans for continuation or termination limits of railing 6/28/202 :6:29 M 6-0" ottom Landing 0-0" Max. for Slopes > 6.25% 40-0" Max. for Slopes = 6.25% Ramp 5-0" Intermediate Landing ELEVTION (Showing Inside Face of Railing with Type "" s) RILINGS ON GRDES STEEPER THN 5% (Type - Picket Railing Shown, Other Types Similar) Ramp RMP REQUIREMENTS For slopes greater than 5%: Max. ramp slope = 8.% Max. ramp cross-slope = 2.0% Top Landing LNDING REQUIREMENTS Max. landing slope = 2% Max. landing cross-slope = 2% 0/0/

3 7 - (Max.) ~ Pedestrian/icycle Railing Varies ~ Equal spacing 5-0" Max. on Steps -6" Handrail Equal to one Extension tread length See "Typical Railing Details", Sheet 2 for post, rail & picket details R 6" ap VIEW J-J " Rail ap Round over corners J J DETIL "J" - ELEVTION VIEW 8 TOP RIL TERMINTION Seal Weld b" Vent/Weep hole for welded connection " DETIL "K" - ELEVTION VIEW OTTOM RIL ONNETION ottom Rail R 8" (shown dotted) ut rail sleeve to match inside face of post or weld rail directly to post Rail Termination (End ap) or Splice when rail continues on -6" 0" " Max. See Index No. 52 or ontract Plans RIL TERMINTION DETILS oncrete sidewalk to extend 6" behind ra RILING ONTINUTION EYOND STEPS OR STIRS (ottom shown, Top similar) for Step Details Steel Handrail required for three or more steps (Handrail and cheekwalls continuous at landings) Handrails ~ NPS (Sch. 40) pipe 6 Flatten handrail termination to b" Max. width. R b" b" b" Vent/Weep hole in bottom of handrail See "Typical Railing Details", Sheet 2 for post, rail & picket details Varies ~ Equal spacing 5-0" Max. on Steps R 6" Handrail ontinuous t Landing Equal to one tread length " Max. permitted first panel at top of stairs Length of Landing 5 Top Landing :\d\projects\standards\structures\20book\00852-of8.dgn 6/28/202 :6:2 M DETIL "L" - PLN VIEW HNDRIL TERMINTION Handrail termination See Detail "L" Rail Termination (End ap) -6" Handrail Extension Equal to one tread length R 9" Not considered an 6-0" expansion joint ottom Landing for railing fabrication 9" () Wide cheekwall both sides See Index No. 52 or ontract Plans for Step Details 6-0" Max. for one run of steps ottom of cheekwall 5-0" Length Of Landing ELEVTION (t-grade Steps shown, Elevated Stairs similar) RILINGS ON STEPS & STIRS Leveling hannel see Detail, Sheet 4-6" Handrail Extension -6"+ 9" () Wide cheekwall both sides See Index No. 52 or ontract Plans -6" for Step Details termination see Detail "J" Handrail Termination, R 6" See Detail "L" Equal to one tread width -6" termination, see Detail "K" LTERNTE END TRETMENT 07/0/

4 :\d\projects\standards\structures\20book\ of8.dgn 6/28/202 :6:5 M b" Top & nchor olt Rail or Handrail Section 2 " b" SETION - ( onnection) R b" (Handrail onnection) Intermediate Rail Set Screws * Hand & ar " ˆ (Intermediate Rail onnection) SETION - SETION D-D s b" Venting Hole at top of s 8 Intermediate Rail Sleeve & nchor ottom Rail Sleeve ( onnection) Handrail 6 or Neoprene Pad " " ˆ " Thick Resilient (centered) " Steel " (eve to as 6" ** 6" Top & Handrails b" ( " ( Hole both ends Po olt " Plate ") ~ Expansion Joint ") ~ Field Splice Slip Joint Round over of rails " (T ROUND RILS - TOP RIL OR HNDRIL ( at Expansion Joint Shown) " " 4" PLTE WSHER DETIL b" TOP VIEW LEVELING HNNEL DETIL Rail or Handrail Steel Sleeve " Pl 2 " 2 Leveling hannel x x 4" wall " Max. ase Pl & nchor 8" SE PLTE b" " b" ase Pla nchor olt H to as Po olt SETION G-G - SE PLTE DETILS " ( ") ~ Expansion " ( ") ~ Field Splice Intermediate or DETIL "" - EXPNSION JOINT (FIELD SPLIE SLIP JOINT SIMILR) 8" SHIM PLTE DETIL Match slope of b" Venting Hole Level SIDE VIEW 5 5 8" 2 8 " 2 8 " 8 " ope to clear welds 6" (Vertical Typ.) 4-6" Special Height icycle Railing 5 8 F Pedestrian/icycle Railing b" Venting Hole - 9"R 9" s " ˆ ase Pla nchor olt Ho Leveling hannel shown dashed (see Detail) SQURE RILS - INTERMEDITE OR OTTOM RIL ( Shown at Expansion Joint Shown) b" Venting Hole " 2 8 " 2 8 " 8 " SE PLTE 6" holes in posts ( Option) D D Set Screws * F Flatten end of End Hoop to Max. width 2 " (T Steel Sleeve through Pickets Intermediate or Intermediate Rail G Mitered Section (Typ. ll Rails) Set Screw * DETIL "" - RIL ONNETIONS (Pickets/Panels Not Shown for larity) G (evel bottom & top of post as required to maintain plumb posts) Leveling hannel - b" R ope Permitted VIEW F-F ROSS REFERENE: Handrail (see Detail Sheet ) ~ for slopes = 8.% ~ for slope > 8.% Leveling hannel for slopes > 5%. Stairs shown, Steep Ramp similar (Ramps - olts normal) use " ˆ for nchor olts with Flat Washers for slopes = 8.%. (Stairs - olts plumb) use " ˆ nchor olts with eveled Plate and Washers for slopes > 8.% to 5%; use " x " Slotted Hol * " ˆ x " Pan Head Stainless Steel (Type 6 o lloy) Set Screws. Screws must be set flush against the outside face of rails & posts and underside of handrails. b" plug welds may be substituted for the Set Screws. ** Embedded length may be 4" for plug welded connection. " ˆ Hole ( O INTERMEDITE OR OTTOM RIL - Steel Sleeve: s For location of Details "", See Sheet OD x 0.25 Wall for Intermediate and STEEL SLEEVE DETIL (ottom Side Shown) G G 07/0/

5 P 6b" O.. (Max.) Picket Spacing * Intermediate Rail " ˆ Max. Hole for R " " ˆ Max. Hole for St (Optional weld at end picket) 4" 7 P 0 0 Picket ~ " ˆ ar ( DETIL "" Optional weld at end picket Optional weld at end picket 2-7 " ~ ( -9 " ~ (S See Detail "" (Top of Picket onnection) & nchor Picket ~ " ˆ ar ( " ˆ Max. Hole for R " ˆ Max. Hole for St (Optional weld at end picket) " Thick Resil or Neoprene Pad Nominal Opening Equal lear Openings at s 2 " ~ 5 " Max. ( Equal lear Openings at s 2 " ~ 5 " Max. ( See Detail "" nchor olt DETIL "" (ottom of Picket onnection) TYPE - PIKET INFILL PNEL PIKET * Picket Spacing of 6 " centers is based on a " NPS for standard applicat When shown in the ontract Plans a 4b" picket spacing may be required. If an alternate design is used, maintain a maximum clear opening of 5 " standard installations and " for special conditi hain-link Fence :\d\projects\standards\structures\20book\ of8.dgn hain-link Fence Fabric ( Mesh x No. 9 Gage wire with knuckled top and twisted bottom selvage) center ( and End Rail) Fabric tied to inside face of railing 0 4" (PR) " (S TLE 2 - HIN-LINK PNEL OMPONENT MTERILS OMPONENT hain-link Fence Fabric ( mesh with twisted bottom and knuckled top selvage) Tie Wires Tension ars STM F 668 F 626 F 626 OMPONENT INFORMTION Zinc-oated Steel - No. 9 gage (coated wire diameter), lass 2 oating luminum-oated Steel - No. 9 gage (coated wire diameter) Polyvinyl hloride (PV) oated Steel - No. 9 gage Zinc-oated Wire (metallic-coated core wire diameter) ~ See Plans for specified color of PV. Zinc-oated Steel Wire - No. 9 gage with coating to match hain-link Fence Fabric. 6" ( thickness) x 4" ( width) x 2 - ( height) Steel ars Miscellaneous Fence omponents F 626 Zinc-oated Steel 2-0" center (Intermediate & ) HIN-LINK PNEL NOTE: hain-link Fence Fabric shall be continuous along limits of railing. 6/28/202 :6:8 M TYPE 2 - HIN-LINK (ontinuous Infill Panel). See Plans for Infill Panel option required. Splicing of hain-link panels using Tension ars at 20-0" minimum increments is permitted. 0/0/

6 2 - (PR) (SHR) - b" Square ar (Rays) hannel xx ( 4 - R hannel See Detail "" See Detail "" Rail b" Square ar (Rays) DETIL "" #0x " ( " sp. hannel Front & ack Face b" Only b" Square ar (Rays) b" DETIL "" b" b" "x " F Strips #0x " ( " sp. INTERMEDITE RIL/RY OTTOM RIL/RY ONNETION ONNETION b" Square Radial enter -R? See Detail "" b" Square ar (Rays) "x " Pu sp. ar (Rays) hannel x (rc) Max. "x " Pu sp. Notch rc at Side hannel -6 4" hannel x ~ #0x " TYPE - SUNSHINE INFILL PNEL (rc) DETIL "" RY/R ONNETION (8-8 sp. DETIL "D" :\d\projects\standards\structures\20book\ of8.dgn 6/28/202 :6:4 M 2-0" (PR) Panel Height -0" (SHR) " (PR) 8 " 5 " 9 6" b" (SHR) - 52 " Infill hannel (ut or ast) 8" R (PR) R (SHR) 2b" (PR) " (PR) - (PR) Panel Width " (S b" (SHR) -9" (SHR) Gap Varies b" 2-8" R (PR) 4-0" R (SHR) 4" Max. TYPE 4 - RODWY INFILL PNEL. See Plans for Infill Panel Option required. See Detail "4" " Infill Inside Face of Rail hannel " Infill DETIL "4" R/POST ONNETION #0x " ( " sp. PNEL/RIL ONNETION (Top Shown, ottom Similar)? Panel Mullion Infill Panel b" End Panel " b" b" b" " " " Lengthen border and trim top & bottom of panels to match grade. " (PR) b" (SHR) " Max. (Ramp) 9" Max. (Stairs) b" Max. (Ramp) PNEL DJUSTMENT FOR RILINGS ON GRDES "x " F Strip Filler Strip ~ #0x " (8-8 sp. SETION - PNEL/SPLIE ONNETION ~ #0 Gap Varies Pan 4" Max. (8-8 sp. "x " F Strip " Panel SETION - PNEL END P 0/0/

7 2-0" (Panel Height) 4 Pedestrian/icycle Railing 54" Special Height icycle Railing -0" (Panel Height) Perforated Panel (0.04" ) Panel Mullion hannel See Detail "5" Perforated Panel (0.04" ) Inside Face of Rail #0x " (8-8 hannel 2-0" sp. "x " F Strip Perforated Panel (0.04" ) DETIL "5" PNEL/RIL ONNETION (Top Shown, ottom & Sides Similar) Perforated Panel (0.04" ) 8 " ~ #0x " (8-8 sp. -0" Max. -0" Max. (Panel Width) (Panel Width) TYPE 5 - PERFORTED INFILL PNEL "x " F Strip :\d\projects\standards\structures\20book\ of8.dgn SETION - PNEL/SPLIE ONNETION 4" 4" Panel Mullion REPETING PTTERN DETIL FOR PEFORTED PNEL 6/28/202 :6:4 M. See Plans for Infill Panel Type required. 0/0/

8 See Section "-" Sheet 4 5-0" Std. ~ -0" lear etween Handrails 4 4" olts & olts & 4" Sidewalk with Thickened Edge Slope 2% Max. (away from drop-off) 6" 54" ~ Special Height icycle Railing 4 ~ Pedestrian/icycle Railing 4" (ase IIa) 4 (ase IIb) olts & See Detail "" Slope 2% Max. (away from drop-off) Top of step nosing 4 ~ Pedestrian/icycle Railing Measured from Step Nosings 4 NPS (Sch. 40) Handrail 4 45 Drop-off (Varies) Reinforced oncrete Structure Step heekwall Varies ( Required for Stability of Railing) 9" 8" Width at TYPIL SETION ON STEPS & STIRS (ase III) Top of Wall :\d\projects\standards\structures\20book\ of8.dgn 6/28/202 :6:46 M TYPIL SETION ON ONRETE SIDEWLK Edge Shim (8" long x 4" wide x thickness as reqd.) () wide bed of dhesive onding Material (ase I) Hex Nut & Washer. or leveling channel. FOR ROSS SLOPE ORRETION) DETIL "D" (OPTIONL SHIMMING DETIL (Used in lieu of eveled Shim Plates) ~ " ˆ -I-P Hex Head nchor olts, or " ˆ Headless nchor olts set with an dhe onding Material System in accordance with Specification Sections 46 and 97. Self-Locking Place nchor olts perpendicular to ase Grades = 8.% (Ramps) with flat washer. Place anchor bolts plumb for grades > 8. (Stairs) with flat washer & beveled washer, 8" Thick Resilient or Neoprene Pad Full size Shim Plates when required for height adjustment Shim Plates as required TYPIL SETION ON RETINING WLL Embedment () (ase II) DETIL "" & nchor dhesive nchors similar) Washers or Leveling hannel (ast-in-place nchor olts shown, () 8" Thick Resilient or Neoprene Pad Minimum 2 ~ #4 ars in Top of Structure for ase IIa & III Minimum #4 (Max.) spacing for ase IIa Inside Face of oncrete Structure or Sidewalk (See oncrete Structure Plans for actual dimensions and reinforcing details) SE I IIa IIb III STRUTURE Unreinforced oncrete TYPE Reinforced oncrete Gravity Wall Index No. 60 Edge Dist. Step heekwall 4 2 " NHOR OLT TLE * * Embedment length "" may be reduced to 9" for the 4 height 4" 4 DIMENSIONS Edge Dist. Embedment Head olt railings for ase IIb, when the post spacing does not exceed 5-0". 6" - top 9" 4 9" -I-P Hex 9" 0 2 " NHOR LENGTH 0 - " " - 0 " NHOR dhesive SIZE nchor " " " " 07/0/