NCC221929_Site Plan or Location Map_20220523

SITE PLAN
FOR
CONCRETE SUPPLY CO., LLC
SELMA TOWNSHIP - JOHNSTON COUNTY, NC
INDEX TO DRAWINGS
SHEET 1........
COVER SHEET
SHEET
2........
BOUNDARY SURVEY (PROVIDED BY OTHERS)
SHEET
3........
EXISTING CONDITIONS SHEET
SHEET
4........
SITE LAYOUT SHEET
SHEET
5........
SITE DETAIL SHEET
SHEET
6........
LANDSCAPING PLAN (PROVIDED BY OTHERS)
SHEET
7........
PHASE ONE SEDIMENT AND EROSION CONTROL PLAN
SHEET
8........
PHASE TWO SEDIMENT AND EROSION CONTROL PLAN
SHEET
9........
PHASE THREE SEDIMENT AND EROSION CONTROL PLAN
SHEET
10......
SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET
11......
SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET
12......
SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET
13......
STORMWATER MANAGEMENT PLAN
SHEET
14......
STRUCTURE DETAIL SHEET
SHEET
L1......
SITE LIGHTING PLAN (PROVIDED BY OTHERS)
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01
SELF
-INSPECTION,
RECORDKEEPING
AND
REPORTING
ENGINEER
DALTON ENGINEERING AND ASSOCIATES, P. A.
446 EAST MAIN STREET P.O. BOX 426
CLAYTON, NC 27520 CLAYTON, NC 27528
[phone] - FAX [phone]
QI
Ar
U
O
U
a
i
V
SURVEYOR
BOBBY FUQUAY & ASSOCIATES
6525 MAL WEATHERS ROAD
RALEIGH, NCB 27603
[phone]
Dalton Engineerin(
and Associates, P.
OWNER / DEVELOPER
CONCRETE SUPPLY CO., LLC
P.O. BOX 5247
CHARLOTTE, NC 28299
[phone]
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
8. 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.
10. THE MAXIMUM IMPERVIOUS AREA OF SF PER LOT MUST BE SHOWN
ON FINAL PLAT.