TYPICAL SECTION OF IMPROVEMENT

Transcription

1 ...\plans\0_prelim\07c_sh0.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC A8 I-7 NORTHBOUND I7 SOUTHBOUND I VARIABLE (E CROSS CTIONS) : CONST..5.5 CONST. (<5 ) ADD.5 WHERE GUARDRAIL IS UD : (>) NOTES: U THIS CTION ON MAINLINE I-7 STA (I-7S) CENTERLINE OF PARALLEL FRONTAGE ROAD SHALL HAVE A MINIMUM DISTANCE OF 58 FROM I-7 CENTERLINE. PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS AND I APOVED BY INTERSTATE 7 REV. BY DESCRIPTION OF REVISION TYPICAL CTION AND DETAILS

2 ...\0_prelim\07C_SH0A.DGN /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC A8 I-7 A NORTHBOUND I7 VARIABLE.5 TO 8 VARIABLE.5 TO 8 SOUTHBOUND I7 ADD.5 WHERE GUARDRAIL IS UD THE HIGH-SIDE SHOULDER WILL BE TRANSITIONED TO MATCH THE SLOPE RATE AND DIRECTION OF THE ADJACENT TRAVEL THROUGHOUT THE CURVE. VARIABLE.5 TO VARIABLE.5 TO THE LOW-SIDE SHOULDER WILL BE TRANSITIONED TO MATCH THE SLOPE RATE AND DIRECTION OF THE ADJACENT TRAVEL WHEN THE SLOPE RATE EXCEEDS THE NORMAL SHOULDER SLOPE. 0 8 VARIABLE (E CROSS CTIONS).5.5 : SSAP SSAP CONST. CONST. VARIES : MAX. SSAP SSAP : (>) (<5 ) NOTES: U THIS SUPERELEVATED CTION ON MAINLINE I-7 CENTERLINE OF PARALLEL FRONTAGE ROAD SHALL HAVE A MINIMUM DISTANCE OF 58 FROM I-7 CENTERLINE. PLACE MILLED IN RUMBLE STRIPS IN ACCORDANCE WITH STANDARD DRAWINGS AND TRANSITION FROM 8 TO.5 STA U CONSTANT.5 WIDTH STA I APOVED BY INTERSTATE 7 REV. BY DESCRIPTION OF REVISION TYPICAL CTION AND DETAILS A

3 ...\0_prelim\07C_SH0B.DGN /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC A8 I-7 B 0 PVD PVD ADD.5 WHERE GUARDRAIL IS UD : (<5 ) : (>) U THIS CTION ON S-569 (GOOD LUCK RD.) STA (C_0) (HOR PEN BAY RD.) STA (C_07) S-75 (VALLEY FORGE RD.) STA (C_) S-97 (BAKERS CHAPEL RD.) STA (C_) 5 APOVED BY INTERSTATE 7 REV. BY DESCRIPTION OF REVISION TYPICAL CTION AND DETAILS B

4 ...\0_prelim\07C_SH0C.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC A 8 I-7 C PVD PVD ADD.5 WHERE GUARDRAIL IS UD : : (>) (<5 ) U THIS CTION ON CONNECTOR GLR- STA (C_06) CONNECTOR GLR- STA (C_05) CONNECTOR HPBR- STA (C_08) CONNECTOR HPBR- STA (C_09) CONNECTOR ROAD A STA (C_0) CONNECTOR ROAD B STA (C_) FRONTAGE ROAD LT. STA (C_). ALL OTHERS 5 CONNECTOR GLR CONNECTOR GLR CONNECTOR HPBR CONNECTOR HPBR APOVED BY INTERSTATE 7 REV. BY DESCRIPTION OF REVISION TYPICAL CTION AND DETAILS C

5 ...\0_prelim\07C_SH0D.dgn /8/009 DIV. STATE COUNTY FILE OJECT TYPICAL CTION OF IMOVEMENT SC A8 I-7 D 5 NOTE: RAMPS ARE SHOWN IN THE DIRECTION OF TRAFFIC NOT NECESSARILY IN THE DIRECTION OF STATIONING. DIRECTION OF TRAFFIC 0 CONSTRUCT CONCRETE MEDIAN BARRIER BETWEEN RAMP B AND RAMP B TO STA (RAMP B) AND (RAMP B).5.5 VARIABLE SHOWN ADD.5 WHERE GUARDRAIL IS UD U ON SC : (<5 ) 7 : (>) U THIS CTION ON RAMP B STA (C_RP_0B) RAMP STA (C_RP-0) RAMP B STA (C_RP_0B) SC STA (SC) 6 ADD.5 WHERE GUARDRAIL IS UD : 5 (<5 ) : (>) RAMPS DETOUR 55 5 RAMP B U THIS CTION ON S-97 DETOUR STA (C D) RAMP B RAMP B RAMP B RAMP B APOVED BY INTERSTATE 7 REV. BY DESCRIPTION OF REVISION TYPICAL CTION AND DETAILS D