TYPICAL SECTION OF IMPROVEMENT

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1 TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION A I-7 NORTHBOUND I7 SOUTHBOUND I7 WHERE CLEARZONE IS UNATTAINABLE OR END TREATMENT IS REQUIRED FOR 8 8 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 UD : CONST. CONST. VARIES : TO 0: VARIES : TO 0: : (5-) : (>) U THIS CTION ON MAINLINE I TO NOTE - Centerline of Parallel Frontage Road Shall Have a Minimum Distance of 58 From I-7 Centerline. I-7 FROM EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION R:\Design\STATE\I7ROWS\GMENTA\GMEN 09-DEC-009 :06 INTERSTATE 7 SCALE: " =

2 TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION A I-7 A NORTHBOUND I7 SOUTHBOUND I : SSAP SSAP CONST. CONST. SSAP SSAP VARIES : TO 0: VARIES : TO 0: : (5-) : (>) 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 ADJACENT TRAVEL THROUGHOUT CURVE. U THIS CTION ON I-7 MAINLINE IN SUPERELEVATED CTIONS STANDARD DRAWING PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS AND ADD.5 WHERE GUARDRAIL IS UD NOTE - Centerline of Parallel Frontage Road Shall Have a Minimum Distance of 58 From I-7 Centerline. I-7 FROM EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION R:\Design\STATE\I7ROWS\GMENTA\GMEN 09-DEC-009 :06 INTERSTATE 7 A SCALE: " =

3 TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION A B 0 STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS UD E CROSS CTIONS FOR SLOPE : : (5-) : (>) U THIS CTION ON S TO U THIS CTION ON RELOCATED S TO U THIS CTION ON S TO U THIS CTION ON S TO U THIS CTION ON S TO TO U THIS CTION ON SC ROUTE A TO TO U THIS CTION ON HARRY MARTIN TO SIDE ROAD FROM SC ROUTE A SC ROUTE A S-6 RELOCATED S- S-50 S- S EXCEPTIONS TO HARRY MARTIN APOVED BY S-6 S-50 S REV. BY DESCRIPTION OF REVISION R:\Design\STATE\I7ROWS\GMENTA\GMEN INTERSTATE 7 09-DEC-009 :06 B SCALE: " =

4 TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE DIV. SC MARION A OJECT ROUTE I-7 C STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS UD : 8 : (5-) : (>) U THIS CTION ON SC ROUTE A TO STANDARD DRAWING ADD.5 WHERE GUARDRAIL IS UD : 7 : (>) : (5-) U THIS CTION ON S TO U THIS CTION ON BLUERIDGE ROAD TO FROM SC ROUTE A SIDE ROAD EXCEPTIONS TO APOVED BY S- 5 BLUERIDGE ROAD REV. BY DESCRIPTION OF REVISION INTERSTATE 7 R:\Design\STATE\I7ROWS\GMENTA\GMEN 09-DEC-009 :06 C SCALE: " =

5 TYPICAL CTION OF IMOVEMENT STATE COUNTY FILE OJECT ROUTE DIV. SC MARION A I-7 D 6 DIRECTION OF TRAFFIC 0 STANDARD DRAWING VARIABLE (E CROSS CTIONS) ADD.5 WHERE GUARDRAIL IS UD : : (5-) 7 : (>) U THIS CTION ON SC ROUTE A RAMP TO RAMPS AND ARE STATIONED IN OPPOSITE DIRECTION OF TRAFFIC U THIS CTION ON SC ROUTE A RAMP TO U THIS CTION ON SC ROUTE A RAMP TO U THIS CTION ON SC ROUTE A RAMP TO RAMP FROM RAMP 5 RAMP 5 RAMP RAMP EXCEPTIONS TO APOVED BY REV. BY DESCRIPTION OF REVISION R:\Design\STATE\I7ROWS\GMENTA\GMEN 09-DEC-009 :06 INTERSTATE 7 D SCALE: " =

TYPICAL SECTION OF IMPROVEMENT

TYPICAL SECTION OF IMPROVEMENT ...\plans\0_prelim\07c_sh0.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC 7.0658A8 I-7 NORTHBOUND I7 SOUTHBOUND I7 8 8 0 8 VARIABLE (E CROSS CTIONS) : CONST..5.5 CONST. (

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