COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

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

2 12 " 1 5'-7 " 3'- 2 " 1 9 " 3'- TOP OF 1'-1 " BELOW GUTTER LINE 6 " 1 2'- 1 PROVIDE DOWELS AT EXPANSION S. USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. (BURIED) WITH TYPICAL C.I.P. ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION 705.4(g)] DEPTH TO MATCH DEPTH OF CONCRETE IN ROADWAY. 9 " 3' '- 2 " 1 TOP OF CONCRETE EQ. EQ. 2'- (AT-GRADE) WITH TYPICAL C.I.P. 1 SEE RC-20M TYPICAL C.I.P. DETAILS SHEET 2 OF 8

3 PRECAST PRECAST APPLY EPOXY BONDING COMPOUND (SEE NOTE 2) APPROVED SEALER (SEE NOTE 1) ROADWAY SLOPE AS REQUIRED 8'-0" TOP OF CONCRETE EQ. EQ. 8'-0" ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION 705.4(g)] 1 TOP OF 1'-1 " BELOW GUTTER 1 WATERPROOFING 1'-1 " 1 SEE RC-20M MEMBRANE (SEE NOTE 3) APPLY EPOXY BONDING COMPOUND (SEE NOTE 2) 1 (AT-GRADE) WITH TYPICAL PRECAST CONCRETE PROVIDE DOWELS AT EXPANSION S. USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. DEPTH TO MATCH DEPTH OF CONCRETE IN ROADWAY. (BURIED) WITH TYPICAL PRECAST CONCRETE : 1. USE SILICONE SEALING MATERIAL PER PUB. 408 SECTION (a). 2. APPLY EPOXY BONDING COMPOUND CONFORMING TO ASTM C881 TYPE 11, GRADE 2 BETWEEN PRECAST AND C.I.P.. 3. PROVIDE WATERPROOFING MEMBRANE IN ACCORDANCE WITH PUBLICATION 408, #6 #6 SECTION ' PROVIDE A MINIMUM PRECAST LENGTH OF 10'-0". 5. PROVIDE SPECIAL DESIGN AND DETAILING OF THE AND FOR INLET INSTALLATIONS, SEE SHEET BEGIN VERTICAL REINFORCEMENT AT FROM EITHER END OF 10'-0" PANEL. 5'-7 " 1 1 1'- 1'- 1 3'- 7. FOR ADDITIONAL, SEE SHEET 1 ƒ" X 1 " V-NOTCH 2'-4 " #4 AS SHOWN 1'-4 " 6 " (OUT TO OUT) #4 AS SHOWN " TYP. 1 DIMENSIONS REINFORCEMENT FOR WITH CEMENT CONCRETE SHOULDER REINFORCEMENT FOR WITH BITUMINOUS CONCRETE SHOULDER TYPICAL PRECAST DETAILS TYPICAL PRECAST CONCRETE DETAILS SHEET 3 OF 8

4 EQ. EQ. 1'- EQ. EQ. 3'- WITH OR WITHOUT RAILING 1'- #6 9" 8" #4 AS SHOWN 8'-0" SIDEWALK WIDTH 5'-0" 1" 8" SLOPE 2% 2 " 8" SEE RC-20M CONCRETE 4'-9 " 2'- 1'-1" 2 " PRECAST OR CAST-IN-PLACE. USE REINFORCEMENT BAR SIZE AND SPACING AS DETAILED FOR THE TYPICAL, SEE SHEETS 2 & 3. 8" FOR C.I.P. CONSTRUCTION 1 1'-1" DOWELS WITH ALTERNATE SIDEWALK AND VERTICAL WALL (C.I.P.) PROVIDE DOWELS AT EXPANSION S. USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. DEPTH TO MATCH DEPTH OF CONCRETE IN ROADWAY. " 2'- 8'-0" ALTERNATE 9 " TO BE USED ONLY IF AUTHORIZED BY 1 3'-9" 1 3'- 2 " 1 5" SUPERPAVE ASPHALT OVERLAY APPROACH SLAB 2'- 1 SEE RC-20M MISCELLANEOUS DETAILS WITH ASPHALT OVERLAY ADJACENT TO TYPE 2 APPROACH SLAB WITH TYPICAL C.I.P. ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION 705.4(g)] SHEET 4 OF 8

5 8'-0" 9 " CONSTRUCTION AS REQ'D. 6'-0" 1 LEVEL BENCH 3'-0" 2'- EACH FACE 1'-9" 1 3'- 1 2'- 1 TOP OF 1 PROVIDE DOWELS AT EXPANSION S. USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. DEPTH TO MATCH DEPTH OF CONCRETE IN ROADWAY. 1'-1 " BELOW GUTTER LINE CONSTRUCTION 6'-0" 1 3'-0" LEVEL BENCH 2'- EACH FACE 1'-9" 1 3'- 2'- 1 2 " (AT-GRADE) WITH TOE WALL AND TYPICAL C.I.P. 1 SEE RC-20M TOP OF 1 CONCRETE EQ. EQ. (BURIED) WITH TOE WALL AND TYPICAL C.I.P. ASPHALT RUBBER SEALING COMPOUND [PUB. 408, SECTION 705.4(g)] WITH TOE WALL EXPANSION AND V-NOTCH GUTTER LINE BOTTOM OF SLOPE 2:1 AND V-NOTCH 3'-0" 6'-0" TOE-WALL DETAILS BOTTOM OF TOE WALL TOE WALL ELEVATION TRANSITION SHEET 5 OF 8

6 10'-0" 10'-0" 10'-0" TYPE 1 OPEN TYPE 1 OPEN PRECAST WIDTH EXPANSION ( AND DETAIL THIS SHEET) TYPE 2 OPEN (SEE DETAIL THIS SHEET) SEE RC-20M (USE ONLY WITH CONCRETE AT-GRADE) ( AND DETAIL THIS SHEET) DOWELS () EXPANSION SPACING GRADE BACKING ROD AND SEALER BACKING ROD APPROVED SEALER SEE NOTE 1 A A " SEE NOTE 2 SECTION A-A CONCRETE LENGTH L () 30'-0", 40'-0" S MUST OCCUR AT A. MAXIMUM ONE MAY OCCUR BETWEEN S. USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. (AT-GRADE ONLY) TYPE 1 AND TYPE 2 OPEN IN PRECAST PROVIDE TYPE 1 OPEN S AT SAME LOCATIONS AS THOSE PROVIDED FOR THE. PLAN - (PRECAST ) : 1. ALL OPEN S IN THE MUST BE FILLED WITH BACKING ROD AND SEALED WITH SILICONE SEALING MATERIAL PER PUBLICATION 408, SECTION 705.4(a). 10'-0" 10'-0" 10'-0" 2. EXPOSED S AT MAY VARY FROM " TO 1" WIDTH FOR TYPE 1 OPEN AND " TO ƒ" WIDTH FOR TYPE 2 OPEN OPEN OPEN, TO ALLOW FOR HORIZONTAL AND/OR VERTICAL CURVATURE IN WALL. WIDTH EXPANSION ( AND BC-752M) MODIFIED DEFLECTION S (SEE BC-752M FOR DETAILS) SEE RC-20M (USE ONLY WITH CONCRETE AT-GRADE) ( AND BC-752M) DOWELS () EXPANSION SPACING AND NOTE: LOCATE EXPANSION S IN AND TO MATCH THE S. DO NOT LOCATE EXPANSION S WITHIN 6'-0" OF THE CENTERLINE OF LIGHT POLE OR WITHIN OF THE CENTERLINE OF A JUNCTION BOX. LENGTH L () 30'-0", 40'-0" S MUST OCCUR AT A. MAXIMUM ONE MAY OCCUR BETWEEN S. CONCRETE (AT-GRADE ONLY) USE TYPE D OR E PER RC-20M. USE SAME AS PROVIDED IN. PROVIDE OPEN S IN AT SAME LOCATIONS AS THOSE PROVIDED FOR THE. PLANS PLAN - SHEET 6 OF 8 (C.I.P. )

7 CAST-IN-PLACE NOTE: FOR DIMENSIONS AND REINFORCEMENT NOT SPECIFIED, SEE DETAILS ON SHEET 2. CAST-IN-PLACE NOTE: GUIDE RAIL AND INLET (AS APPLICABLE) NOT SHOWN. SEE BC-739M FOR DETAILS ROADWAY 10'-0" BENCH BEND LINE TOP OF SLOPE C.I.P. ONLY LIMITS OF PRECAST OR C.I.P. PLAN LIMITS OF AND WITH (AT-GRADE) WITH (BURIED) GUIDE RAIL B AND V-NOTCH (C.I.P.) SECTION B-B (REFER TO BC-739M FOR ADDITIONAL INFORMATION) (C.I.P.) BEND LINE IN GUTTER LINE B ELEVATION BOTTOM OF SEE SECTIONS TO GUIDE RAIL TRANSITION NOTE: GUIDE RAIL AND INLET (AS APPLICABLE) NOT SHOWN. SEE BC-739M FOR DETAILS 45 MINIMUM SKEW ANGLE 10'-0" BEND LINE FLARED END TRANSITION C.I.P. BRIDGE ADJACENT TO BRIDGE SHEET 7 OF 8

8 C ADJUST FOR SIDEWALK AND ALTERNATE 2- TOP & BOT. TYP. 2- TOP & BOT. 4'-0" LONG (TYP. AT CORNERS) 2-#7 TOP, 2- BOT. EXTEND FULL WIDTH OF SLAB (TYP. EACH SIDE OF INLET) O.F. " SLIDING PLATES (GALV.) (SEE BC-767M) SHOULDER ROADWAY SLIDING PLATES 9" 3'-0" TYP. INLET SHOULDER (EXPANSION) SLOPE TO DRAIN TOWARD GUTTER SEE DETAIL A APPLY 2 COATS OF PG IN ACCORDANCE WITH PUB 408, SECTION 470.2(a) RELIEF " EXPANSION MATERIAL (ALONG PERIMETER OF INLET) 5'-0" TYP. PREFORMED CELLULAR POLYSTYRENE SECTION D-D RELIEF PREFORMED CELLULAR POLYSTYRENE 2-PLY BOND BREAKER EXTEND BEYOND RELIEF DETAIL A C.I.P. OR PRECAST 5'-0" C C.I.P. PLAN - SHOULDER DETAILS AT INLET (ADDITIONAL REINFORCEMENT AT INLETS) 5'-0" C.I.P. OR PRECAST D E OPEN IN 10" RECESS 8" (SHOULDER) RELIEF ƒ" RECESS IN CONCRETE ROADWAY RECESS ƒ" RECESS IN CONCRETE (BOTH SIDES OF OPENING) D AND V-NOTCH OPEN IN SLIDING PLATES 10" HEIGHT AS REQUIRED E SLIDING PLATES PREFORMED CELLULAR POLYSTYRENE PLAN SECTION E-E RELIEF DETAILS APPROVED SEALING MATERIAL (ALONG PERIMETER OF INLET) APPROVED SEALING MATERIAL (ALONG PERIMETER OF INLET) TOP & V-NOTCH TOP & BOT. " EXPANSION MATERIAL & V-NOTCH " EXPANSION MATERIAL #4 INLET (AT-GRADE) NOTE: FOR DIMENSIONS AND REINFORCEMENT NOT SPECIFIED, SEE DETAILS ON SHEET 2. INLET (BURIED) RELIEF AND INLET INSTALLATION (C.I.P.) (C.I.P.) SECTION C-C SHEET 8 OF 8

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