NCC220470_Site Plan or Location Map_20220201

ELEVATION TOWNSHIP -JOHNSTON COUNTY, NC
ENGINEER
DALTON ENGINEERING AND ASSOCIATES, P. A.
446 EAST MAIN STREET P.O. BOX 426
CLAYTON, NC 27520 CLAYTON, NC 27526
[phone] - FAX [phone]
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VICINITY MAP (NOT TO SCALE)
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INDEX TO DRAWINGS
SHEET 1..... COVER SHEET
SHEET 2..... EXISTING CONDITIONS
SHEET 3..... SITE LAYOUT SHEET
SHEET 4..... PLAN & PROFILE (MAHOGANY WAY)
SHEET 5..... PLAN & PROFILE (STREET "A")
SHEET 6.,... PLAN & PROFILE (STREET "A")
SHEET 7..... PLAN & PROFILE (STREET "B")
SHEET 6..,.. WATER DETAIL SHEET
SHEET 9..... STORMWATER MANAGEMENT AND SEDIMENT & EROSION CONTROL PLAN
SHEET 10... STORMWATER MANAGEMENT AND SEDIMENT & EROSION CONTROL PLAN
SHEET 11... SEDIMENT & EROSION CONTROL DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF -INSPECTION, RECORDIKEEPING AND REPORTING
SURVEYOR
TRUE LINE SURVEYING, P. C.
205 WEST MAIN STREET
CLAYTON, NC 27520
[phone]
Dalton Engineering
and Associates, P. A.
OWNER
STEEL BRIDGE CROSSINGS, L. L. C.
63 VERNON COURT
WILLOW SPRING, NC 27592
[phone]
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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, ALL DRAINAGE STRUCTURES INCLUDING OUTFALL DITCHES OUTSIDE OF THE
PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
PUBLIC DRAINAGE EASEMENT.
4. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
STATE SYSTEM FOR MAINTENANCE.
5- 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.
6. AERIAL PHOTO FROM NC ONEMAP
7. 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.
8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
9. THE MAXIMUM IMPERVIOUS AREA OF 5,000 SF PER LOT MUST BE SHOWN
ON FINAL PLAT.
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