TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A NORTHBOUND I7 SOUTHBOUND I7 WHERE CLEARZONE IS UNATTAINABLE 8 8 OR END TREATMENT IS REQUIRED FOR BRIDGE APOACH, ADD.5 TO SHOULDER FOR GUARDRAIL AND : FORESLOPE. STANDARD DRAWING 805-70-00. 0 PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS 0-05-0 AND 0-05-0 8 0 0 0 0.5.5 ADD.5 WHERE GUARDRAIL IS USED : CONST. CONST. VARIES : TO 0: VARIES : TO 0: : (>0 ) (<5 ) : (5-0 ) USE THIS SECTION ON MAINLINE 907+8.9 TO 8+8.9 CENTERLINE NOTE - Centerline of Parallel Frontage Road Shall Have a Minimum Distance of 58 From Centerline. 75 FROM 907+8.9 8+8.9 EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A A LOW SIDE SHOULDER WILL BE TRANSITIONED TO MATCH SLOPE RATE AND DIRECTION OF ADJACENT TRAVEL WHEN SLOPE RATE EXCEEDS NORMAL SHOULDER SLOPE. HIGH SIDE SHOULDER WILL BE TRANSITIONED TO MATCH SLOPE RATE AND DIRECTION OF NORTHBOUND I7 SOUTHBOUND I7 ADJACENT TRAVEL THROUGHOUT CURVE. 8 8 STANDARD DRAWING 805-70-00. 0 PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS 0-05-0 AND 0-05-0 8 0 0 0 0.5.5 : SE SE SSAP SSAP CONST. VARIES : TO 0: CONST. VARIES : TO 0: SSAP SE SE SSAP ADD.5 WHERE GUARDRAIL IS USED (<5 ) : (>0 ) : (5-0 ) USE THIS SECTION ON MAINLINE IN SUPERELEVATED SECTIONS NOTE - Centerline of Parallel Frontage Road Shall Have a Minimum Distance of 58 From Centerline. FROM EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: INTERSTATE 7 TYPICAL SECTION A SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A B STANDARD DRAWING 805-70-00. 0 ADD.5 WHERE GUARDRAIL IS USED : (<5 ) : (>0 ) : (5-0 ) USE THIS SECTION ON ROAD S-5 9+50.00 TO 9+50.00 CENTERLINE USE THIS SECTION ON ROAD S-6 7+00.00 TO +75.00 CENTERLINE 5+00.00 TO 69+00.00 CENTERLINE USE THIS SECTION ON ROAD S-6 09+50.00 TO 9+50.00 CENTERLINE USE THIS SECTION ON S.C. ROUTE 97 70+.87 TO +00.00 CENTERLINE USE THIS SECTION ON ROAD S-6 00+8.00 TO +98.8 CENTERLINE USE THIS SECTION ON ROAD S-56 0+9.0 TO 85+.87 CENTERLINE USE THIS SECTION ON S.C ROUTE 97 DETOUR (W/O PAVED SHOULDERS) 0+00.00 TO 9+.8 CENTERLINE ROAD FROM ROAD S-5 ROAD S-6 5 9+50.00 7+00.00 9+50.00 +75.00 ROAD S-6 5+00.00 69+00.00 ROAD S-6 5 09+50.00 9+50.00 S.C. ROUTE 97 70+.87 +00.00 ROAD S-6 ROAD S-56 5 5 00+8.00 +.50 +98.8 85+.87 APOVED BY SC ROUTE 97 DET. 5 0+00.00 9+.8 EXCEPTIONS TO FRONTAGE ROAD 5 0+9.0 +.50 REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: INTERSTATE 7 TYPICAL SECTION B SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A C STANDARD DRAWING 805-70-00. ADD.5 WHERE GUARDRAIL IS USED : 7 : (>0 ) : (5-0 ) (<5 ) USE THIS SECTION ON FRONTAGE ROAD 905+50.00 TO 980+.7 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 0+00.00 TO 6+5.86 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 8+.9 TO 99+89.00 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 5 7+7.7 TO 99+86.00 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 6 9+00.00 TO 99+86.00 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 7 75+77.07 TO 77+.8 CENTERLINE USE THIS SECTION ON BELIN COURT 88+0.8 TO 99+88. CENTERLINE USE THIS SECTION ON HIGH POCKETS ROAD 0+.6 TO +50.00 CENTERLINE USE THIS SECTION ON WATERSIDE DRIVE 98+00.00 TO 99+86.00 CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 6 DRIVE 97+7.8 TO 99+89.00 CENTERLINE ROAD FROM FRONTAGE ROAD FRONTAGE ROAD 5 5 905+50.00 980+.7 0+00.00 6+5.86 FRONTAGE ROAD 5 8+.9 99+89.00 FRONTAGE ROAD 5 5 7+7.7 98+75.00 FRONTAGE ROAD 6 0 9+00.00 99+86.00 BELIN COURT HIGH POCKET ROAD 5 0 88+0.8 98+75.00 0+.6 +50.00 EXCEPTIONS TO FRONTAGE ROAD 5 5 98+75.00 99+86.00 FRONTAGE ROAD 7 0 75+77.07 77+.8 BELIN COURT 0 98+75.00 99+88. APOVED BY WATERSIDE DRIVE FRONTAGE ROAD 6 DRIVE 5 99+00.00 99+86.00 5 97+7.8 99+89.00 REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: C SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A D 5 DIRECTION OF TRAFFIC 0.5.5 STANDARD DRAWING 805-70-00. ADD.5 WHERE GUARDRAIL IS USED : (<5 ) 7 : (>0 ) : (5-0 ) RAMP, AND LOOP ARE STATIONED IN OPPOSITE DIRECTION OF TRAFFIC USE THIS SECTION ON INTERCHANGE RAMP 97+00.00 TO 009+.5 CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP 970+00.00 TO 00+7.79 CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP 99+57.07 TO 07+7. CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP 988+05. TO 0+00.00 CENTERLINE USE THIS SECTION ON INTERCHANGE LOOP 69+50.58 TO 75+9. CENTERLINE USE THIS SECTION ON INTERCHANGE LOOP 7+5.66 TO 75+05.76 CENTERLINE ROUTE FROM RAMP 97+00.00 009+.5 RAMP 970+00.00 00+7.79 RAMP 99+57.07 07+7. RAMP 988+05. 0+00.00 APOVED BY LOOP 0 69+50.58 75+9. LOOP 0 7+5.66 75+05.76 EXCEPTIONS TO REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: INTERSTATE 7 TYPICAL SECTION D SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A E DIRECTION OF TRAFFIC 6 STANDARD DRAWING 805-70-00. 0 0.5.5 ADD.5 WHERE GUARDRAIL IS USED : (<5 ) 8 : (>0 ) : (5-0 ) USE THIS SECTION ON FLYOVER 96+5.5 TO 05+.0 CENTERLINE FLYOVER IS STATIONED IN OPPOSITE DIRECTION OF TRAFFIC USE THIS SECTION ON FLYOVER 9+00.00 TO 00+.90 CENTERLINE ROUTE FROM FLYOVER 96+5.5 05+0. FLYOVER 9+00.00 00+.90 EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: INTERSTATE 7 TYPICAL SECTION E SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A F 7 NB/SB I-95 B/L LOOPS & 8 (TYP) 0 0-8 0 0 8 BARRIER OVERLAY ON N.B. I-95 OVERLAY ON S.B. I-95 MATCH SLOPE : RETAIN PAVEMENT USE THIS SECTION ON MAINLINE I-95 75+9. TO 70+77.6 79+77.6 TO 750+87.0 LOOP LOOP 689+58.5 TO 69+59.0 LOOP 70+59.0 TO 7+5.66 LOOP 8 NB/SB I-95 B/L LOOPS & 8 (TYP) 0 0-8 0 0-0 8 BARRIER OVERLAY ON N.B. I-95 OVERLAY ON S.B. I-95 MATCH SLOPE : RETAIN PAVEMENT USE THIS SECTION ON MAINLINE I-95 ROUTE LOOP FROM 75+9. 750+87.0 LOOP 689+58.5 7+5.66 70+77.6 TO 79+77.6 69+59.0 TO 70+59.0 LOOP LOOP EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: F SCALE: " = 0
TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A G 9 NB/SB I-95 B/L LOOPS &.5 0 8 OVERLAY ON N.B. I-95 OVERLAY ON S.B. I-95 : RETAIN PAVEMENT REMOVE EXIST. SHOULDER USE THIS SECTION ON MAINLINE I-95 750+87.0 TO 76+57.0 LOOP 679+00.00 TO 689+58.5 LOOP ROUTE FROM LOOP LOOP 750+87.0 76+57.0 679+00.00 689+58.5 EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: G SCALE: " = 0
: TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON 7.0658A H 0 NORTHBOUND I95 SOUTHBOUND I95 8 0 0 ASPHALT OVERLAY ASPHALT OVERLAY.5.5.5 REMOVE RETAIN PAVEMENT RETAIN PAVEMENT PAVED SHOULDER REMOVE PAVED SHOULDER USE THIS SECTION ON MAINLINE I-95 670+00.00 TO 679+00.00 I-95 N.B. ACCEL 767+06.6 TO 79+00.00 658+7. TO 68+50.00 76+9. TO 77+9. I-95 N.B. DECEL I-95 S.B. DECEL I-95 S.B. ACCEL I-95 FROM N.B. 70 670+00.00 679+00.00 N.B. 70 767+06.6 79+00.00 S.B. 70 658+7. 68+50.00 S.B. 70 76+9. 77+9. APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT-009 08: H SCALE: " = 0