10-0" OLLRD LOTION TLE STTION ND OFFSET TYPE 4-0" 4-0" STEEL DOME TOP, WELDED TO TOP ST. 22+87.79, 27.62 RT. OF OLLRD ST. 22+87.77, 31.70 RT. REMOVLE DIMETER STEEL PIPE OLLRD ST. 22+87.77, 35.62 RT. REMOVLE ENTER OLLRD R165 YELLOW REFLETIVE TPE, 3" WIDE ND FROM TOP OF OLLRD YELLOW REFLETIVE TPE, 3" WIDE ND FROM TOP OF OLLRD ST. 74+23.01, 27.35 RT. ST. 74+38.14, 27.38 RT. ST. 75+06.70, 28.80 RT. OLLRD R165 R165 OLLRD DRIVE ESS FINISHED GRDE L6 3-1 - DIMETER STEEL PIPE OLLRD 3000 PSI ONRETE FOOTING 1-3 - HNDLE, LIGN ON FRONT & K OF OLLRD LOKING EYE, WELDED TO OLLRD LOKING EYE, WELDED TO GROUND INSERT 5" DIMETER ST. 75+12.73, 28.80 RT. ST. 157+47.66, 73.87 RT. ST. 157+52.36, 64.02 RT. ST. 157+53.85, 71.93 RT. ST. 179+32.67, 12.70 RT. ST. 179+36.64, 12.70 RT. REMOVLE REMOVLE REMOVLE GROUND INSERT 2 - DITH ESS OLLRD DETILS SLE: 1"=1 OLLRD NOTES: 1. LIGN REMOVLE OLLRD PIPE & GROUND INSERT SO EYES RE LOTED T K & FRONT OF OLLRD, REMOVLE OLLRD TYPES SLE: 1"=1 UR (SPEIL) NOT STIKING OUT INTO TRVEL WY. 2. LL METL SHLL E GLVNIZED PINT, ONE OT METL PRIMER ND TWO OTS LK METL ENMEL. EVaughn 10:23:23 M c:\pwv8i-local\baker_projects\evaughn\dms95186\7073-rt_sroadway_detail01-miscdetails01.dgn Print Date: 11/8/2011 TOP OF UR R TYP. 1 1 1 1 FLOWLINE UR UT DETIL SLE: 1"=1 File Name: 7073-RT_SRoadway_Detail01-MiscDetails01.dgn Date: omments 3. DETETLE WRNING STRIP INLUDED IN ONRETE SE PY ITEM. MSON ORRIDOR RT Horiz. Scale: S SHOWN Vert. Scale: N/ R-X 281 NORTH OLLEGE VENUE 165 S. UNION LVD., STE. 200 LIP FLOWLINE TOP K OF UR 4.5" 1.5" SLOPE VRIES SEE PLNS 1-4.5" 10.5" UR ND GUTTER TYPE 2 ( II) 2 - UR TRNSITION DETIL D SLE: 1"=1 onstruction Drawings MISELLNEOUS DETILS MF NJM Sheet Subset: RODWY 1 NOTE: Subset Sheets: R165 of 170 10.5" UR TRNSITION TO E PID FOR S UR & GUTTER TYPE 2 (SET. II) 215
6-0" 1-9" 1-9" 1 1/2 " SH40 STEEL PIPE W/ WELDED JOINTS RIDGE RIL TYPE 7 REINF. NOT SHOWN FOR LRITY. (SEE STRUTURL) evaughn 10:51:57 M c:\pwv8i-local\baker_projects\evaughn\dms95186\7073-rt_sroadway_detail02-miscdetails02.dgn NOTES: 1. RILING SHLL E HOT DIP GLVNIZED FTER FRITION. 2. LL POSTS SHLL E PLUM ND RILS PRLLEL TO GROUND. 3. PIPE MTHING SHLL ONFORM TO STM 53. 4. PIPE DIMETERS SHOWN RE "NOMINL" DIMETERS S GIVEN IN MERIN INSTITUTE OF STEEL ONSTRUTION MNUL. 5. HNDRIL WILL E PID FOR PER EH. Print Date: 10/31/2011 HNDRIL SLE: 1"=2 File Name: 7073-RT_SRoadway_Detail02-MiscDetails02.dgn Date: omments Horiz. Scale: S SHOWN Vert. Scale: N/ R-X MSON ORRIDOR RT 281 NORTH OLLEGE VENUE 165 S. UNION LVD., STE. 200 10.5" MONOLITHI ONRETE PVEMENT THIKNESS MINTIN FLOWLINE LIGNMENT ROSS TRNSITION UR ND GUTTER TYPE 2 ( II) TYPE 7 RRIER/MONOLITHI UR TRNSITION DETIL SLE: 1"=4 onstruction Drawings MISELLNEOUS DETILS MF NJM Sheet Subset: RODWY Subset Sheets: R166 of 170 216
FENE HIN LINK (SPEIL)(78 INH) (SEE R168) HIN LINK FENE (96 INH) FENE HIN LINK (SPEIL)(78 INH) (SEE R168) ONRETE SE LIMITS (PER M-607-2) 4-0" 4-0" 1-9" 2-1" VRIES TO 4-0" T LIGHTING PLTFORMS DETETLE WRNING STRIP WITH TRUNTED DOMES ON MORTR ED PVERS (SEE RH. PLNS) 4 " ON. PVEMENT " EXPNSION JOINT PLTFORM ELEMENT FOUNDTION 1 NHORGE DETIL (SEE R168) 11 " EXPNSION JOINT 1"x RURIL 10.5" 1-3 7" 3 GUIDEWY DOWELLED ONNETION #4x30" @ 30" SPING ONRETE SE L. 6 PLE LED POST DIRETLY DJENT TO FE OF 3" 23" UR (SPEIL) N E POURED MONOLITHILLY WITH ONRETE PVEMENT (10 INH) ONRETE RRIER VRIES " EXPNSION JOINT ONRETE SE FOR PLTFORM SLE: 1"=1 TYPE 7 RRIER/FENE ONNETION DETIL @ VET LINI (PPROX. ST. 62+80) SLE: 1"=2 12 - GTE OPENING (ENTER OF POST TO ENTER OF POST) WIDTH 8-0" FENE PNEL atm axwel 4:00:15 PM c:\pwv8i-local\baker_projects\atm axwel\dm s95186\7073-rt_sroadway_detail03-miscdetails03.dgn 4-10-1/ Print Date:3/20/2012 4-1/ File Name: 7073-RT_SRoadway_Detail03-MiscDetails03.dgn Date: omments Horiz. Scale: S SHOWN Vert. Scale: N/ R-1 3/21/12 Updated Detail TM R-2 VRIES 6-0" GTE 2-1/X2-1/ STEEL FENE FENE POST 5" O.. POST P GTE X (HEIGHT=60") LOK STEEL SQURE TUING NHOR PLTE X STEEL HNNEL X X TYPE 7 GURDRIL (IP) STEEL SQURE TUING STEEL SQURE TUING TOP OF GUIDEWY STYLE PVEMENT 1"X1" STEEL SQURE TUING MINTENNE ESS GTE N.T.S. MSON ORRIDOR RT 281 NORTH OLLEGE VENUE 165 S. UNION LVD., STE. 200 Sheet Subset: onstruction Drawings MISELLNEOUS DETILS MF NJM RODWY Subset Sheets: R167 of 170 217
Pay length for item 607 Fence hain Link (Special) 400-0" max. 400-0" max. Temporay 3/4 " std. pipe brace. (Remove after fence completion (typ.) 1-5 -0" (typ.) End top post wire @ this post. 5-0" (typ.) 5-0" (typ.) 5-0" (typ.) 1-1 - 1" x 11 ga. chain link fabric 5 3/8 " Tension band (typ.) 0.177 Tension Wire (typ.) 1 1/2 " Std. Pipe 5-0" 1 1/2 " Std. Pipe 1 1/2 " Strong Pipe 1-1/2 " Stretcher Rod (typ.) 3/8 " Tension Rod (typ.) ottom wire goes to end post. 1 1/2 " X-Strong Pipe (typ.) End middle wire @ this post. Top of concrete END POSTS LINE POST 14 ga. tie wire @ (typ.) (Tension wire to mesh) RE POST (spa. @ 400 max.) 9 ga. tie wire @ (typ.) (Post to Tension wire) (Post to mesh) LINE POST 3/8 H.S. bolts into holes tapped into Exp n Jt. cover (typ.) as needed. END POSTS T EXPNSION DEVIE evaughn 10:52:14 M c:\pwv8i-local\baker_projects\evaughn\dms95186\7073-rt_sroadway_detail04-fencehainlink.dgn 5-0" 1 1/2 " x Mesh on bar (572) traffic side 4 1/2 " PL 3/8 x 6 x 6 (572) 1/2 " hole for TYPIL LTERNTE NHORGE DETILS Print Date: 10/31/2011 1 1/2 " X-Strong Pipe End or race Post or 1 1/2 " Std. Pipe 1 1/2 " x bar (572) Line Post Fits over 1 1/2 " bar. olt to bar. (typ.) PL 3/8 x 6 x 6 (572) 3/8 " x Headed nchor Stud 1/2 " H.S. bolt. 1/2 " olt, nut and lockwasher File Name: 7073-RT_SRoadway_Detail04-FencehainLink.dgn Date: omments Horiz. Scale: 1:1 Vert. Scale: 1:1 R-X 1/2 " hole for 1/2 " H.S. bolt. 5/16 3/8 High Strength Grout 3/8 " x olts with leveling nuts, nuts, washers and lockwashers. Proj.. Drill and grout or cast in place. Threaded rod may be substituted. For Steel ridges: Use 1/8 of rated joint motion +, min. If not known, rated motion may be assumed to be 1 1/4 " per 100 contributing to motion. For oncrete ridges: Use 1/4 of rated joint motion +, min. If not known, rated motion may be assumed to be 1 1/4 " per 100 contributing to motion. If exceeds run mesh over gap with enough slack for 1/8 rated expansion motion. 1 1/2 " x bar (572) 1/2 " hole for 1/2 " MSON ORRIDOR RT 281 NORTH OLLEGE VENUE 165 S. UNION LVD., STE. 200 3/8 " x H.S. bolt. Headed nchor Stud NHORGE DETIL (proj.) onstruction Drawings Sheet Subset: NOTES nchorage assembly shall be galvanized after fabrication. If Vinyl oating is specified, the fence assembly shall be Galvanized and Vinyl oated after fabrication. nchorages shall only be galvanized after fabrication. Tension Rods and Wires shall have turnbuckles. Post shall be vertical. Pipe shall conform to STM 53 Type E or S, Grade. DESIGN DT Total Tension = 5400 lbs Test with: Max Midbay deflection = 1 1/4 " for Structural Steel: Pipe = 35,000 psi STM 572 (GR 50) f y = 50,000 psi f y Standard olor Vinyl oatings FENE HIN LINK (SPEIL)(60 INH) DOT DOT RODWY Galvanized Only rown Green lack Lateral Load of 160 lbs. on 1 ft. 1 - up @ center of bay. Live Load: wind load = 11 psf or snow impact load = 96 plf @ 1 - up Special olor Vinyl oatings Munsell olor System No. (as per STM) None 7YR 2.4/1.75 8.8G 2.63/5.8 1.8P 1.26/0.5 Federal olor No. Munsell olor System No. If the specific color of coating is not marked and the Federal olor No. or the Munsell olor System No. is not given, vinyl coating is not required. Subset Sheets: R168 of 170 2 218
400 Max. Pay length for item 607 Fence hain Link (Special) 400 Max. 1-5 (Typ.) 5 (Typ.) 5 (Typ.) 5 (Typ.) 1-1 - Temporay " Standard Pipe race. (Remove after Fence ompletion (Typ.) End Top Post Wire @ this Post x 9 ga. chain link fabric 0.177 Tension Wire (typ.) top of fence, bottom of fence, top of bottom panel of mesh 1 - above bottom of fence. 1 " Tension Rod (Typ.) 1" X-Strong Pipe 1" X-Strong Pipe 1" X-Strong Pipe (typ.) 1" X-Strong Pipe Tension and (Typ.) " Stretcher Rod (Typ.) ottom wire goes to end post. End middle wire @ this post. Top of concrete 14 Gauge Tie Wire @ 1 (Typ.) (Tension wire to mesh) 1" x 11 ga. chain link fabric 3 wide at bottom of fence. 9 Guage Tie Wire @ 1 (Typ.) (Post to Tension Wire) (Post to Mesh) H.S. bolts into holes tapped into Exp n Jt. cover (typ.) as needed. TMaxwel 11:30:01 M c:\pwv8i-local\baker_projects\atm axwel\dm s95186\7073-rt_sroadway_detail06-fence.dgn 6-4 1 TYPIL Print Date:3/28/2012 Mesh on Traffic Side END POSTS 1" X-Strong Pipe (End Post or race Post) or 1" Standard Pipe (Line Post), Fits over 1" ar. " olt, Nut and Lockwasher P L x6x6 (-572) File Name: 7073-RT_SRoadway_Detail06-Fence.dgn Horiz. Scale: N/ Vert. Scale: ar & Plate ar & Plate N/ LINE POST PL x6x6 (-572) " x Headed nchor Stud (Typ.) LTERNTE NHORGE DETILS RE POST (spa. @ 400 max.) ar & Plate 1" x ar (-572) " hole for " 1" x ar (-572) " Hole for " High Strength olt ar & Plate R-1 2/22/12 dded Detail MF R-2 Date: omments High Strength olt High Strength Grout " x olts with Leveling Nuts, Nuts, Washers and Lockwashers. Project. Drill and Grout or cast in place. Threaded Rod may be substituted. 1" x ar (-572) 281 NORTH OLLEGE VENUE.F. arrier For Steel ridges: 165 S. UNION LVD., STE. 200 LINE POST Use of rated joint motion +, min. If not known, rated motion may be assumed to be 1" per 100 contributing to motion. For oncrete ridges: Use of rated joint motion +, min. If not known, rated motion may be assumed to be 1" per 100 contributing to motion. If exceeds run mesh over gap with enough slack for rated expansion motion. ar & Stud " Hole for " High Strength olt " x Headed MSON ORRIDOR RT nchor Stud NHORGE DETIL END POSTS T EXPNSION DEVIE ar & Stud Projection onstruction Drawings NOTES 1. nchorage assembly shall be galvanized after fabrication. If Vinyl oating is specified, the fence assembly shall be Galvanized and Vinyl oated after fabrication. nchorages shall only be galvanized after fabrication. 2. Tension Rods and Wires shall have turnbuckles. 3. Post shall be plumb. 4. Pipe shall conform to STM -53 Type E or S, Grade. 5. egin and end of barbed wire shall be a race Post. DESIGN DT Test Tension = 5400 lbs Test with: Max. Midbay Deflection = 1" for Structural Steel: Pipe = 35,000 psi STM -572 (Gr. 50) f y = 50,000 psi f y Standard olor Vinyl oatings Galvanized Only rown Green lack Lateral Load of 160 lbs. on 1 SQ.FT. 1 - up @ enter of ay. Live Load: wind load = 32 psf or snow impact load = 96 plf @ 1 - up Special olor Vinyl oatings Munsell olor System No. (as per STM) None 7YR 2.4/1.75 8.8G 2.63/5.8 1.8P 1.26/0.5 Federal olor No. Munsell olor System No. If the specific color of coating is not marked and the Federal olor No. or the Munsell olor System No. is not given, vinyl coating is not required. FENE HIN LINK (SPEIL) (78 INH) DOT DOT Sheet Subset: RODWY Subset Sheets: R168 OF 170 218
Sim Sim \ \ \ \ \ \ \ MSON ORRIDOR RT 219
2-1/X2-1/ STEEL FENE POST 8-0" FENE PNEL X STEEL HNNEL X STEEL SQURE TUING 5" O.. 1"X1" STEEL SQURE TUING FENE POST P 25-1/ 5-0" NHOR PLTE (DRILLED) 1" X STEEL HNNEL 3 PVEMENT TYPE 7 GURDRIL (IP) STYLE TYPE 7 GURDRIL (IP) STYLE PLN VIEW: GURDRIL TYPE 7 (SPEIL) ROSS 12 15" 33" 33" 15" 3 3-3/ DI. X 15" OVERLP jpark 12:31:01 PM c:\pwv8i-local\baker_projects\jpark\dms95175\7073-rt_nroadway_detail_01.dgn NOT TO SLE NOTES: 1. OORDINTE WITH SU FOR TUL OLOR OF FENE. 2. RRIER SHLL E SLIP FORMED OR ST-IN- PLE. PRE-ST RRIER SHLL NOT E USED. 3. ONSTRUT ORDING TO DOT STNDRD PLN NO. M-606-13 GURDRIL TYPE 7 F- SHPE RRIER. 3" Print Date: 9/27/2011 File Name: 7073-RT_NRoadway_detail_01.dgn Horiz. Scale: 1"=1 Vert. Scale: 1"=1 23" R-X DEEP REESS FOR TOP OF DRFT PIN 12 TRNSITION FOR IP STYLE RRIER Date: omments 2 NOT TO SLE 1-1/ DI. X 3 DRIFT PIN 1 7" DI. HOLE 6-3" NO. 5 RS 3" MSON ORRIDOR RT NO. 3 RS 9" NO. 3 281 NORTH OLLEGE VENUE 165 S. UNION LVD., STE. 200 RS 7" INSIDE = GE IN =15-3/ =2 D=27-1/ 12 FT. TRNSITION NOT TO SLE onstruction Drawings DETIL SHEET P RO OLOR F GURDRIL - TYPE 7 (SPEIL) D DO JOSEPH ESS 42470 O LIENSED NL ENG 188 INVERNESS DR. W., STE. 675 ENGLEWOOD, O 80112 720.733.1821 Sheet Subset: RODWY Subset Sheets: R170 OF 170 D PRK NE R E 220