BRIAR CHAPEL PHASE 13 SECTION 1 & 2. CONSTRUCTION DOCUMENTS U.S. HWY and MANN'S CHAPEL ROAD CHATHAM COUNTY, NORTH CAROLINA
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1 CONSTRUCTION DOCUMENTS U.S. HWY and MANN'S CHAPEL ROAD SHEET INDEX COUNTY AND AGENCY CONTACTS A. Chatham County Planning Department (919) phone Contact: Jason Sullivan B. Chatham County Environmental Services (919) phone Contact: Brian Burkhart, PE C. Chatham County Soil Erosion and Sedimentation Control (919) phone Contact: Rachael Thorn D. Chatham County Public Works 964 East Street, 2nd Floor, Suite 205 (919) phone Contact: Larry Bridges E. NCDOT Division 8, District DOT Drive P.O. Box 1164 Asheboro, NC (336) phone Contact: Marty Tillman, PE mtillman@ncdot.gov F. NCDENR Division of Water Quality 512 N. Salisbury St Archdale Building, 9th Floor Raleigh, NC (919) phone Contact: Karen Higgins karen.higgins@ncdenr.gov G. NCDENR Division of Environmental Health Public Water Supply Section 1634 Mail Service Center Raleigh, NC (919) phone Contact: Shashi Bhatta shashi.bhatta@ncdenr.gov H. NCDENR Division of Water Quality Surface Water Protection 3800 Barrett Drive Raleigh, NC (919) phone Contact: Danny Smith danny.smith@ncdenr.gov : REVISED: OCTOBER 9, 2017 VICINITY MAP NTS PROJECT DATA NAME OF PROJECT: OWNER: NNP, LLC 1342 PARKWAY CHAPEL HILL, NC PHONE: (919) FAX: (919) CONTACT: LEE BOWMAN lbowman@newlandco.com PREPARED BY: McKIM & CREED 1730 VARSITY DRIVE, SUITE 500 RALEIGH, CAROLINA PHONE: (919) FAX: (919) CONTACT: GARETH AVANT, PE gavant@mckimcreed.com PROJECT AREA: ACRES These improvements shall be constructed in accordance with the following plans, and the Standard Specifications of NCDOT and Chatham County. C0.1 COVER SHEET C0.2 OVERALL EXISTING CONDITIONS/DEMOLITION PLAN C1.0 OVERALL SITE PLAN SITE PLAN SITE PLAN C2.0 OVERALL UTILITY PLAN C2.1 UTILITY PLAN C2.2 UTILITY PLAN C3.0 OVERALL STAGE 1 EROSION C3.1 STAGE 1 EROSION C3.2 STAGE 1 EROSION C3.3 OVERALL GRADING, DRAINAGE, AND STAGE 2 EROSION C3.4 GRADING, DRAINAGE, AND STAGE 2 EROSION C3.5 GRADING, DRAINAGE, AND STAGE 2 EROSION C4.1 PLAN & PROFILE STA TO STA C4.2 PLAN & PROFILE ALLEY 1 STA TO STA PLAN & PROFILE ALLEY 3 STA TO STA PLAN & PROFILE ALLEY 4 STA TO STA C4.3 PLAN & PROFILE ALLEY 6 STA TO STA C4.4 PLAN & PROFILE ALLEY 5 STA TO STA PLAN & PROFILE ALLEY 3 STA TO STA PLAN & PROFILE STORM CROSSING STA TO STA C4.5 PLAN & PROFILE BMP #33 EASTERN OUTFALL STA TO STA PLAN & PROFILE BMP #33 WESTERN OUTFALL STA TO STA PLAN & PROFILE BMP #34 OUTFALL STA TO STA D1.1 EROSION AND SEDIMENTATION CONTROL DETAILS D1.2 EROSION AND SEDIMENTATION CONTROL DETAILS D2.1 NCDOT ROADWAY DETAILS D2.2 NCDOT DRAINAGE DETAILS D2.3 NCDOT DRAINAGE DETAILS D2.4 NCDOT DRAINAGE DETAILS D3.1 UTILITY DETAILS D3.2 UTILITY DETAILS D4.1 BMP #33 PLAN & DETAILS D4.2 BMP #33 PLAN & DETAILS D4.3 BMP #33 PLAN & DETAILS D4.4 BMP #34 PLAN & DETAILS D4.4A BMP #33 & #34 CROSS SECTIONS D4.5 STORM DRAINAGE & SANITARY SEWER TABLES PRELIMINARY DRAWINGS FOR REVIEW PURPOSES ONLY FINAL DRAWINGS - FOR REVIEW PURPOSES ONLY
2 LEGEND: GR EA T RI DG E PA RK W AY Y E G ID TR A KW R PA EA GR 3 PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL 2 PER COMMENTS RECEIVED FROM NCDOT PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL SUBMITTAL TO AGENCIES OVERALL EXISTING CONDITIONS/ DEMOLITION PLAN : C0.2 AS NOTED C0.2 3 FOR REVIEW PURPOSES ONLY
3 BMP #34 BMP #33 ALLEY 4 POKEBERRY CREEK ALLEY 6 ALLEY 1 ALLEY 7 ALLEY 3 ALLEY 5 3 PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL 2 PER COMMENTS RECEIVED FROM NCDOT PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL OVERALL SITE PLAN : AS NOTED C1.0
4 BMP #33 MATCHLINE - SEE SHEET ALLEY 5 ALLEY 6 ALLEY 7 (35' B-B, 50' PUBLIC R/W) (16.5' B-B, 41' PUBLIC R/W) 3 PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL 2 PER COMMENTS RECEIVED FROM NCDOT PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL SITE PLAN : 1" = 50'
5 (22' B-B, 60' PUBLIC R/W) BMP #34 ALLEY 4 ALLEY 1 ALLEY 3 MATCHLINE - SEE SHEET (16.5' B-B, 41' PUBLIC R/W) 3 PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL 2 PER COMMENTS RECEIVED FROM NCDOT PER COMMENTS RECEIVED FROM COUNTY EROSION CONTROL SITE PLAN : 1" = 50'
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