TYPICAL SECTION OF IMPROVEMENT
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1 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A 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 PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS AND ADD.5 WHERE GUARDRAIL IS USED : CONST. CONST. VARIES : TO 0: VARIES : TO 0: : (>0 ) (<5 ) : (5-0 ) USE THIS SECTION ON MAINLINE TO CENTERLINE NOTE - Centerline of Parallel Frontage Road Shall Have a Minimum Distance of 58 From Centerline. 75 FROM EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : SCALE: " = 0
2 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A 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 PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS AND : 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 : INTERSTATE 7 TYPICAL SECTION A SCALE: " = 0
3 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A B STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS USED : (<5 ) : (>0 ) : (5-0 ) USE THIS SECTION ON ROAD S TO CENTERLINE USE THIS SECTION ON ROAD S TO CENTERLINE TO CENTERLINE USE THIS SECTION ON ROAD S TO CENTERLINE USE THIS SECTION ON S.C. ROUTE TO CENTERLINE USE THIS SECTION ON ROAD S TO CENTERLINE USE THIS SECTION ON ROAD S TO CENTERLINE USE THIS SECTION ON S.C ROUTE 97 DETOUR (W/O PAVED SHOULDERS) TO 9+.8 CENTERLINE ROAD FROM ROAD S-5 ROAD S ROAD S ROAD S S.C. ROUTE ROAD S-6 ROAD S APOVED BY SC ROUTE 97 DET EXCEPTIONS TO FRONTAGE ROAD REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : INTERSTATE 7 TYPICAL SECTION B SCALE: " = 0
4 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A C STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS USED : 7 : (>0 ) : (5-0 ) (<5 ) USE THIS SECTION ON FRONTAGE ROAD TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 8+.9 TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD TO CENTERLINE USE THIS SECTION ON BELIN COURT TO CENTERLINE USE THIS SECTION ON HIGH POCKETS ROAD 0+.6 TO CENTERLINE USE THIS SECTION ON WATERSIDE DRIVE TO CENTERLINE USE THIS SECTION ON FRONTAGE ROAD 6 DRIVE TO CENTERLINE ROAD FROM FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD FRONTAGE ROAD BELIN COURT HIGH POCKET ROAD EXCEPTIONS TO FRONTAGE ROAD FRONTAGE ROAD BELIN COURT APOVED BY WATERSIDE DRIVE FRONTAGE ROAD 6 DRIVE REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : C SCALE: " = 0
5 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A D 5 DIRECTION OF TRAFFIC STANDARD DRAWING 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 TO CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP TO CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP TO CENTERLINE USE THIS SECTION ON INTERCHANGE RAMP TO CENTERLINE USE THIS SECTION ON INTERCHANGE LOOP TO CENTERLINE USE THIS SECTION ON INTERCHANGE LOOP TO CENTERLINE ROUTE FROM RAMP RAMP RAMP RAMP APOVED BY LOOP LOOP EXCEPTIONS TO REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : INTERSTATE 7 TYPICAL SECTION D SCALE: " = 0
6 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A E DIRECTION OF TRAFFIC 6 STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS USED : (<5 ) 8 : (>0 ) : (5-0 ) USE THIS SECTION ON FLYOVER TO CENTERLINE FLYOVER IS STATIONED IN OPPOSITE DIRECTION OF TRAFFIC USE THIS SECTION ON FLYOVER TO CENTERLINE ROUTE FROM FLYOVER FLYOVER EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : INTERSTATE 7 TYPICAL SECTION E SCALE: " = 0
7 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A F 7 NB/SB I-95 B/L LOOPS & 8 (TYP) BARRIER OVERLAY ON N.B. I-95 OVERLAY ON S.B. I-95 MATCH SLOPE : RETAIN PAVEMENT USE THIS SECTION ON MAINLINE I TO TO LOOP LOOP TO LOOP TO LOOP 8 NB/SB I-95 B/L LOOPS & 8 (TYP) 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 LOOP TO TO LOOP LOOP EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : F SCALE: " = 0
8 TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A G 9 NB/SB I-95 B/L LOOPS & OVERLAY ON N.B. I-95 OVERLAY ON S.B. I-95 : RETAIN PAVEMENT REMOVE EXIST. SHOULDER USE THIS SECTION ON MAINLINE I TO LOOP TO LOOP ROUTE FROM LOOP LOOP EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : G SCALE: " = 0
9 : TYPICAL SECTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC DILLON A H 0 NORTHBOUND I95 SOUTHBOUND I ASPHALT OVERLAY ASPHALT OVERLAY REMOVE RETAIN PAVEMENT RETAIN PAVEMENT PAVED SHOULDER REMOVE PAVED SHOULDER USE THIS SECTION ON MAINLINE I TO I-95 N.B. ACCEL TO TO TO I-95 N.B. DECEL I-95 S.B. DECEL I-95 S.B. ACCEL I-95 FROM N.B N.B S.B S.B APOVED BY REV. BY DESCRIPTION OF REVISION INTERSTATE 7 TYPICAL SECTION Y:\Roadways\Design\STATE\I7ROWS\SEGMENT -OCT : H SCALE: " = 0
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