1. LOCATION AND VERTICAL SPACING OF BOLTED FIXED END SHIMS AS REQUIRED
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2 REINFORCING IN EXISTING PNEL (TYP.). LOCTION ND VERTICL SPCING OF BOLTED FIXED END CONNECTIONS SHLL MTCH S FR S POSSIBLE WITH EXISTING CONNECTION ON THE DJCENT PNELS. EXISTING PLTE PLTE WITH /6" DI. HOLE (SEE TBLE FOR PLTE SIZE) SHOP DRWING SHOWING THE LOCTION OF THE BOLTED CONNECTIONS SHLL BE TO THE "X3"X3/4" NEOPRENE SHIMS S REQUIRED CONCRETE PNEL COTR ND PPROVL OBTINED BEFORE ORDERING MTERILS FOR THE WORK. WELD DUROMETER 60 PD WITH /6" DI. HOLE. TIGHTENING OF BOLTS EXPNSION END: FIRST NUT EXPNSION END SHLL BE TIGHTENED TO SNUG FIT ND BCKED OFF BY /3 TURN. THE SECOND NUT SHLL THEN BE TIGHTENED GINST THE FIRST NUT. FIXED END: FIRST EXIST. POSTS NUT SHLL BE TIGHTENED TO SNUG FIT. THE SECOND SIZE TO BEVERIFIED IN FIELD /4" DI. HOLES PL 4"X8"X3/4" NUT SHLL THEN BE TIGHTENED GINST THE FIRST EXISTING CLIP NGLE (L "X "X 4"X0'-3") EXISTING PL 5"X/"X6" (TYP.) (EXPNSION END ONLY) -5/8" DI. 35 BOLTS WITH NUTS ND WSHERS (WSHERS NOT SHOWN) -5/8" DI. BOLTS NUT. NY PTCH REPIRS, IF REQUIRED T THE RE OF BOLTED CONNECTION SHLL BE COMPLETED ND CURED BEFORE HOLES RE DRILLED. WELD DETIL E SECTION THE EQUIPMENT FOR DRILLING HOLES IN THE PNELS SHLL BE PRE- BY COTR FTER PERFORMING SMPLE TESTS. CONTRCTOR SHLL VERIFY WIDTH OF EXISTING (TYP.) 5" COLUMN FLNGES FOR PROPER SELECTION OF PLTES EXPNSION END 5" PRECST WLL PNEL PNEL (RER SIDE) FIXED END ND WSHERS BEFORE ORDERING MTERILS. BOLTS SHLL BE STM 35, HIGH STRENGTH HOT DIPPED GLVNIZED STEEL PLTES, SHIMS ND WSHERS SHLL BE STM 36, HOT DIPPED PNEL (FCING RODWY) GLVNIZED. SECTIONL PLN (SHOWING EXISTING CONDITION T PNEL ENDS) EXPNSION END LL HOLES IN STEEL PLTES ND FLNGES SHLL BE /6" DIMETER. SEE NOTE 8 PLN EXISTING DETILS SHOWN BOLTED CONNECTION REPIR DETIL 9. THE SIZE OF EXISTING STEEL POSTS MY NOT BE THE SME. IT IS THE CONTRCTORS RESPONSIBILITY TO VERIFY THE SIZES, DIMENSIONS ND OTHER DETILS SHOWN. 0. LOCTIONS OF BOLTED CONNECTIONS SHLL CLER (TYP) EXISTING CLIP NGLE LOCTIONS BY '-0" ND THEY MY BE DJUSTED S REQUIRED.. BOLTED CONNECTIONS S SHOWN RE REQUIRED T (TYP) EXPNSION END OF PNELS ONLY. POST SIZE W 4 X W 4 X 6 W 4 X 30 IN INCHES PL SIZE 3 4" X 3" X " 3 4" X 3" X " W 8 X 35 W 8 X 40 W X 44 W X 50 PNEL WITH SECTION PNEL WITH SECTION PNEL WITH SECTIONS PNEL WITH UN SECTIONS PNEL WITH 3 SECTIONS PNEL WITH 4 SECTIONS W X 57 (HEIGHT 5' ND BELOW) (HEIGHT OVER 5') BOLTED CONNECTION LOCTIONS PRIL, 07 SC0000 PLTE SIZE CORRECTED 8//07 REVISION FX: (40) 5-56 REPIR DETILS - OF 6R OF 7 Filename:...\$SC03000.dgn$
3 .. THIS DRWING SHOULD BE USED ONLY WITH REPIR DETILS, SHEETS 5 THRU 9, ELEVTION SW 0 PNELS SW0-00C TO SW0-034 : THE QUNTITY GIVEN T NY PRTICULR LOCTION REQUIRES PERMISSION FROM THE PNELS SHLL NOT BE TPPED BY NY TOOLS FOR NY PURPOSE SUCH S TO DETECT DELMINTION OR TO REMOVE SPLLS. NY REPIR NOT SPECIFICLLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK IN THIS DRWING MY BE REPORTED TO COTR, BUT NO REPIR SHLL BE PERFORMED WITHOUT PRIOR PPROVL. PNEL COTING SHLL BE OF COLOR TO MTCH THE EXISTING PNELS WHICH MY BE DIFFERENT FROM WLL TO WLL. CONTRCTOR SHLL PREPRE SUFFICIENT NUMBER OF COLOR SMPLES ND GET PRIOR PPROVL FROM COTR. HIGHWY. THE PYMENT QUNTITY SHLL THE CTUL MESUREMENT OF THE TO PROVIDE EQUIPMENT CCESS,THE CONTRCTOR SHLL SUBMIT SITE-SPECIFIC PLN TO PROVIDE EROSION ND SEDIMENT CONTROL TO THE COTR ND GET PPROVL PRIOR TO PERFORMING THE WORK. LL COSTS FOR PREPRTION OF EROSION ND SEDIMENT CONTROL SUBMITTLS, PERMITS (IF REQUIRED), ND INSTLLTION MTERILS ND LBOR SHLL NOT BE MESURED ND IS DEEMED INCIDENTL TO THE COST OF THE PPROPRITE REPIR ITEMS. PRIL, 07 SC MGM HP NUMBER DELETED REVISION 8//07 FX: (40) 5-56 REPIR SCHEDULE PNELS SW 0-000C TO SW OF 30R OF 7 Filename:...\$SC09000.dgn$
4 ELEVTION SW 0. THIS DRWING SHOULD BE USED ONLY WITH REPIR DETILS, SHEETS 5 THRU 9, PNELS SW TO SW :. THE QUNTITY GIVEN T NY PRTICULR LOCTION REQUIRES PERMISSION FROM THE PNELS SHLL NOT BE TPPED BY NY TOOLS FOR NY PURPOSE SUCH S TO DETECT DELMINTION OR TO REMOVE SPLLS. NY REPIR NOT SPECIFICLLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK IN THIS DRWING MY BE REPORTED TO COTR, BUT NO REPIR SHLL BE PERFORMED WITHOUT PRIOR PPROVL. PNEL COTING SHLL BE OF COLOR TO MTCH THE EXISTING PNELS WHICH MY BE DIFFERENT FROM WLL TO WLL. CONTRCTOR SHLL PREPRE SUFFICIENT NUMBER OF COLOR SMPLES ND GET PRIOR PPROVL FROM COTR. HIGHWY. THE PYMENT QUNTITY SHLL THE CTUL MESUREMENT OF THE TO PROVIDE EQUIPMENT CCESS,THE CONTRCTOR SHLL SUBMIT SITE-SPECIFIC PLN TO PROVIDE EROSION ND SEDIMENT CONTROL TO THE COTR ND GET PPROVL PRIOR TO PERFORMING THE WORK. LL COSTS FOR PREPRTION OF EROSION ND SEDIMENT CONTROL SUBMITTLS, PERMITS (IF REQUIRED), ND INSTLLTION MTERILS ND LBOR SHLL NOT BE MESURED ND IS DEEMED INCIDENTL TO THE COST OF THE PPROPRITE REPIR ITEMS. PRIL, 07 SC NUMBERS DELETED 8//07 REVISION FX: (40) 5-56 REPIR SCHEDULE PNELS SW TO SW OF 3R OF 7 Filename:...\$SC09000.dgn$
5 SW 0-40 ELEVTION SW 0 PNELS SW 0- TO SW 0-64 :. THIS DRWING SHOULD BE USED ONLY WITH REPIR DETILS, SHEETS 5 THRU 9,. THE QUNTITY GIVEN T NY PRTICULR LOCTION REQUIRES PERMISSION FROM THE PNELS SHLL NOT BE TPPED BY NY TOOLS FOR NY PURPOSE SUCH S TO DETECT DELMINTION OR TO REMOVE SPLLS. NY REPIR NOT SPECIFICLLY INCLUDED BUT IDENTIFIED DURING THE COURSE OF WORK IN THIS DRWING MY BE REPORTED TO COTR, BUT NO REPIR SHLL BE PERFORMED WITHOUT PRIOR PPROVL. PNEL COTING SHLL BE OF COLOR TO MTCH THE EXISTING PNELS WHICH MY BE DIFFERENT FROM WLL TO WLL. CONTRCTOR SHLL PREPRE SUFFICIENT NUMBER OF COLOR SMPLES ND GET PRIOR PPROVL FROM COTR. HIGHWY. THE PYMENT QUNTITY SHLL THE CTUL MESUREMENT OF THE TO PROVIDE EQUIPMENT CCESS,THE CONTRCTOR SHLL SUBMIT SITE-SPECIFIC PLN TO PROVIDE EROSION ND SEDIMENT CONTROL TO THE COTR ND GET PPROVL PRIOR TO PERFORMING THE WORK. LL COSTS FOR PREPRTION OF EROSION ND SEDIMENT CONTROL SUBMITTLS, PERMITS (IF REQUIRED), ND INSTLLTION MTERILS ND LBOR SHLL NOT BE MESURED ND IS DEEMED INCIDENTL TO THE COST OF THE PPROPRITE REPIR ITEMS. PRIL, 07 SC ITEM DESCRIPTION ND QUNTITY REVISED, PNEL SHPE 8//07 REVISION FX: (40) 5-56 REPIR SCHEDULE PNELS SW 0- TO SW 0-64 OF 33R OF 7 Filename:...\$SC09000dgn$
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