NCC233097_Site Plan or Location Map_20231020

SUBDIVISION PLANS
FOR
SKYLAR MEADOWS - LOTS 1 -9
BOON HILL TOWNSHIP - JOHNSTON COUNTY, NC
INDEX TO DRAWINGS
SHEET 1 COVER SHEET
SHEET 2 UTILITY PLAN & STORMWATER MANAGEMENT AND SEDIMENT
AND EROSION CONTROL PLAN
SHEET 3 SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 4 WATER DETAIL SHEET
ADDENDUM
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING
ENGINEER SURVEYOR OWNER / DEVELOPER
DALTON ENGINEERING AND ASSOCIATES, P. A. TRUE LINE SURVEYING, P. C. RICKY BRADY
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET 989 COUNTRY STORE ROAD
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 SELMA, NC 27576
[phone] - FAX [phone] [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
�9 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
EVANS ROAD �'� 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
'A SECTIONS ARE USED ON SMALLER PIPES.
BIZZELL JOHNSTON�� COU 4. ALL DRAINAGE STRUCTURES INCLUDING OUTFALL DITCHES OUTSIDE OF THE
BRASWELL WELLONS COUNTY/ PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
ROAD BOYETTE Nig
PUBLIC DRAINAGE EASEMENT.
US ROAD
6 � 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
STATE SYSTEM FOR MAINTENANCE.
I ti 70 A m „i ce : I�� '�
�` , ,��� �Y '� 6. ALL SURVEY INFORMATION/DATA HAS SHOWN,NPROVIDED D REPRESENTED, IA THE
J ITE �� SCUURVEYORTION A D DISAN TG THEWORK OF DALTON ENGINEERING BY A SAND AL LAND
. �'= i�1�1cr� .
ASSOCIATES, P.A.
41/ii
GRO ROAD �� � �� � ��461.71.74
- 7. ITISTHE RESPONSIBILITYOFTHE OWNER/DEVELOPER TO PROVIDE
vHERRINGDRAWINGS70THEVARIOUSUTILIT( PROVIDERS, SUCHASJUKEPROGRESS,
s ���� ROPQ11a �� �� �� CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
g\G� GN U 8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
S RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
y4V) � y 9. THE MAXIMUM IMPERVIOUS AREA OF 8.500 SF PER LOT MUST BE SHOWN
70 i ON FINAL PLAT.
'q NOTES:
DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
DIGITAL INFORMATION(DWGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT
.a \11I I I / INFORMATION MAY BE SHARED WITH THE OWNER,SURVEYOR,CONTRACTOR OR
VICINITY MAP(NOT TO SCALE) �\ f R ii� OTHER DIRECTLY INVOLVED WITH THIS PROJECT,FOR THE PURPOSE OF WORK
o, '
\ ,,�i RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE.SHARED WITH m
Dalton Engineering 2 ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON
PR MINARY ENGINEERING AND ASSOCIATES,P.A.
and Associates, P. A. NOT FO;CONSTRUCTION o
' Ne',;: O'1_2 0
i III11V!u/ Job: 23019 Date:8/10/23 Revision: a I1�V File:23019_Master Drawn: WJB I Sheet: 1 OF 5 g