NCC220808_Site Plan or Location Map_20220310

0
N
SUBDIVISION PLANS
FOR
HIGH SPRINGS AT SWIFT CREEK PH - A ... s - E --- ON __ E
CLEVELAND 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
[phone] - FAX [phone]
OF
ME
dr
low
. NAM oS a
CA
RtW
�1
■
Ron
mill .1
r ��J
�iiumVICINITY
MAP (NOT TO SCALE)
INDEX TO DRAWINGS
SHEET 1..... COVER SHEET
SHEET
2.....
SITE
LAYOUT
SHEET
SHEET
3.....
PLAN
AND
PROFILE
STREET
"A"
SHEET
4.....
PLAN
AND
PROFILE
STREET
"B"
SHEET
5.....
PLAN
AND
PROFILE
STREET "B"
SHEET
6.....
PLAN
AND
PROFILE
STREET
"C"
SHEET
7.....
PLAN
AND
PROFILE
STORM
DRAINAGE
(STREET "C"
OUTLET)
SHEET
8.....
PLAN
AND
PROFILE
STORM
DRAINAGE
(STREET
"B"
OUTLET)
SHEET 9..... WATER DETAIL SHEET
SHEET 10... STORM DRAINAGE DETAIL SHEET
SHEET 11... TURNLANE AND ROADWAY IMPROVEMENTS
SHEET 12... TURNLANE CROSS SECTIONS
SHEET 13... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 14... SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 15... SEDIMENT AND EROSION CONTROL DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
SURVEYOR
OWNER / DEVELOPER
TRUE LINE SURVEYING, P. C. JONES CREEK, L. L. C.
205 WEST MAIN STREET 5160 NC HIGHWAY 42 WEST
CLAYTON, NC 27520 GARNER, NC 27529
[phone]
Dalton Engineerin(
and Associates, P. f,.
r
f.l1,+11100 ��',' HIV
11tIw
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.
10. THE MAXIMUM IMPERVIOUS AREA OF 7,120 SF PER LOT MUST BE SHOWN ON FINAL PLAT.
0