NCC231808_Site Plan or Location Map_20230613

SUBDIVISION PLANS
FOR
MARVIN SMITH
TRACT
BANNER TOWNSHIP - JOHNSTON COUNTY, NC
INDEX TO DRAWINGS
SHEET 1 COVER SHEET
SHEET 2 PRELIMINARY PLAN SHEET
SHEET 3 PLAN AND PROFILE STREET "A"
SHEET 4 WATER DETAIL SHEET
SHEET 5 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 6 SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 7 STORMWATER MANAGEMENT DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING
ENGINEER SURVEYOR DEVELOPER
DALTON ENGINEERING AND ASSOCIATES, P. A. TRUE LINE SURVEYING, P. C. SURLES ROAD LAND DEVELOPMENT, LLC
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET P.O. BOX 848
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 BENSON, NC 27504
[phone] - FAX [phone] [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
,a,j
_11111. NOR CONSTITUTE AN APPROVAL OF SUCH.
2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
20%CON OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
v CONDITIONS ALLOW.
N /y. STRICKLANDS CROSSROSo 3 UHSUALLYLS ONARE BOTHSED ENDSN PIPES BUT ALWASVE ONTHE IINLETAL � FLARED 36" IN DEND�ER,
SSECTIONS ARE USED ON SMALLER PIPES.
, ' , _W JOHNSTON 4. ALL DRAINAGE STRUCTURES INCLUDING OUTFACE DITCHES OUTSIDE OF THE
LJ C COUNTY/ PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
-w PUBLIC DRAINAGE EASEMENT.
41 '
1 m _
m . * S. 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
ICE, SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND
ASSOCIATES, P.A.
7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE
IMMO
DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS,
**uijpOi � CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
VSII'GI'1�jVIMt . � �"'+ '''ali O �llI 11 _I 1 8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
-4,.. ..���� '1 �� }� RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
♦ ��
9. THE MAXIMUM IMPERVIOUS AREA OF 6,850 SF PER LOT MUST BE SHOWN
Harnett Illib - - -' ON FINAL PLAT.
� d NOTES:
1
DALTON ENGINEERING AND ASSOCIATES,PA.OWNS,AND HAS THE RIGHT TO,ALL
\111 NIGITAL FORMAT ON MAYION(DWGs)BE SHARED WTHAINED IN THESE CONSTRUCTION DRAWINGS.THE OWNERSURVEYOR,CONTRACTOR ORTHAT
VICINITY MAP(NOT TO SCALE) \ Vj
is. OTHER DIRECTLY INVOLVED WITH THIS PROJECT,FOR THE PURPOSE OF WORK
, . ss �� RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH
E - - Y — ENGINEERING AND ASSOCIATES,PA.
Dalton Engineering = I SEAL ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON
16282
and Associates, P. A. �,F INE 'o=;
� � 3
e Job: 22019 Date:10/21/22 Revision: B
File:22019 Maeter_REV Drawn: WJB Sheet: 1 OF 7 $