Loading...
HomeMy WebLinkAboutNCC215650_Site Plan or Location Map_20211014CONSTRUCTION PLANS FOR HAWTHORNE WEST SUBDIVISION O'NEALS TOWNSHIP -JOHNSTON COUNTY, NC ENGINEER DALTON ENGINEERING AND ASSOCIATES, P. A. 446 EAST MAIN STREET P.O. BOX 426 CLAYTON, NC 27520 CLAYTON, NC 27528 (919) 550-4740 - FAX (919) 550-4741 cm INDEX TO DRAWINGS SHEET 1..... COVER SHEET SHEET 2..... SITE LAYOUT SHEET SHEET 3..... PLAN AND PROFILE - STREET "All SHEET 4..... PLAN AND PROFILE - STREET "B" AND STREET "D"" SHEETS..... PLAN AND PROFILE -STREET ""C"" SHEET 6..... WATER DETAIL SHEET SHEET 7..... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN SHEET 8..... STORM DRAINAGE AND SEDIMENT AND EROSION CONTROL DETAIL SHEET SHEET 9..... STORM DRAINAGE AND SEDIMENT AND EROSION CONTROL DETAIL SHEET ADDENDUM NCG01 GROUND STABILIZATION AND MATERIALS HANDLING NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING SURVEYOR TRUE LINE SURVEYING, P. C. 205 WEST MAIN STREET CLAYTON, NC 27520 (919) 359-0427 OWNER / DEVELOPER NEUSE PROPERTY DEVELOPMENT, L.L.C. 179 TOWNSEND DRIVE CLAYTON, NC 27527 (919) 369-6511 NOTES 1. DURING THE COURSE OF THE REVIEW IT WAS NOTED THAT THE SITE MAY HAVE IMPACTED A RIVER BASIN BUFFER ZONE AND/OR MAY REQUIRE THE APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT SYSTEMS. IT IS THE RESPONSIBILITY OF THE DEVELOPER/APPLICANT TO CONFORM TO THE REGULATIONS OF GOVERNMENT AGENCIES WITH REGARD TO MINIMIZING WATER QUALITY IMPACTS IN ADDITION TO THE DRAINAGE REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT IMPLY CONFORMITY TO LOCAL OR OTHER STATE GOVERNMENT REGULATIONS NOR CONSTITUTE AN APPROVAL OF SUCH. 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED CONDITIONS ALLOW. 3. HEADWALLS ARE USED ON PIPES ABOVE OR EQUAL TO 36" IN DIAMETER, USUALLY ON BOTH ENDS BUT ALWAYS ON THE INLET. FLARED END SECTIONS ARE USED ON SMALLER PIPES. 4. ALL DRAINAGE STRUCTURES INCLUDING OUTFALL DITCHES OUTSIDE OF THE PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT PUBLIC DRAINAGE EASEMENT. 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE STATE SYSTEM FOR MAINTENANCE. 6. ALL SURVEY INFORMATION/DATA SHOWN, AND/OR REPRESENTED, IN THE CONSTRUCTION DRAWINGS HAS BEEN PROVIDED BY A PROFESSIONAL LAND SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND ASSOCIATES, P.A. 7. AERIAL PHOTO FROM NC ONEMAP S. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS, CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC. 9. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS, RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS. z 0 y D N Lu W W z 0 a _