NCC241830_Site Plan or Location Map_20240625

SUBDIVISION PLANS
FOR
LEGACY FARM
SUBDIVISION
S
O'NEALS TOWNSHIP - JOHNSTON COUNTY, NC
INDEX TO DRAWINGS
SHEET 1 COVER SHEET
SHEET 2 EXISTING CONDITIONS SHEET
SHEET 3 SITE LAYOUT SHEET
SHEET 4 PLAN AND PROFILE STREET "A"
SHEET 5 WATER DETAIL SHEET
SHEET 6 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 7 SEDIMENT AND EROSION CONTROL DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING
ENGINEER SURVEYOR OWNER / DEVELOPER
DALTON ENGINEERING AND ASSOCIATES, P.A. TRUE LINE SURVEYING, P. C. ANB PARTNERSHIP
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET P.O. BOX 236
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 CLAYTON, NC 27528
[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.
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—Nagle 14 Nil ire 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
���t�������, I ....0 ' ' 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
��� ■■■ G CONDITIONS ALLOW.
a ATH , 3. HEADWALLS ARE USED ON PIPES ABOVE OR EQUAL TO 36" IN DIAMETERAV,,
� USUALLY ON BOTH ENDS BUT ALWAYS ON THE INLET. FLARED END
_ SECTIONS ARE USED ON SMALLER PIPES.
10
'0 E�O�r !J1w; /, JOHNSTON4. ALL DRAINAGE STRUCTURES INCLUDING OUTFACE DITCHES OUTSIDE OF THE
���p� _t� __I,� COUNTY/ PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
�i-�`; PUBLIC DRAINAGE EASEMENT.
DIXIE S D LI
Si , �L� 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
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�` STATE SYSTEM FOR MAINTENANCE.
' � y , 6. ALL SURVEY INFORMATION/DATA SHOWN, AND/OR REPRESENTED, IN THE
� 111�i , �1 1 ■„1 ��� l� CONSTRUCTION DRAWINGS HAS BEEN PROVIDED BY A PROFESSIONAL LAND
J � ��� �� > �' SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND
f� 111.0W��� ` �����_���■��� Ir��j�i,. �'.4 , ASSOCIATES, P.A.
I �
!�' ; �., �� �� �� ` �'► 7. IT IS THE RESPONSIBILITY OF THE OWNER DEVELOPER TO PROVIDE
-`�- Od �r \ �� � � � Sii.
I - DRAWINGS TO THE VARIOUS UTILIN PROVIDERS, SUCH AS DUKE PROGRESS,
' \ ,� tA.��jC' CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
� ��,�i ' a ,v � ��� .��' 8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
" � ?�� 1� RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
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WgI��t!W 1ST. �� , 9. THE MAXIMUM IMPERVIOUS AREA OF 6.850 SF PER LOT MUST BE SHOWN
tlllifd�: ��� /// ON FINAL PLAT.
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/ NOTES:
III T/1a._�" �IE17 /
DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
�- II. ` DIGITAL INFORMATION(DWGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT
F VICINITY MAP(NOT TO SCALE) _ J��\SN I cq�� i, I OTHER DIRECINFORMATION TLY INVOLVED WITHAY BE SHARED /THIS PROTH THE JECT,FOR THE PURPOSE F WORK
,SURVEYOR,CONTRACTOR R
Q-,���`E"S'S� RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH
Dalton Engineering PRELIM! ,ARY ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON
a 1 I ENGINEERING AND ASSOCIATES,P.A.
08
and Associates, P. A. NOTFO�RCONS�,s0-.
F''%,'„SINS O J
// 1,III OP',\\\ Job: 22011 Date:11/3/22 Revision: Q
File:22011_Mester_REv 3 Drawn: WJB Sheet: 1 OF 7 J