NCC242375_Site Plan or Location Map_20240813

SUBDIVISION PLANS
FOR
BANNER RIDGE SUBDIVISION - PHASE ONE
TOWN OF BENSON - JOHNSTON COUNTY, NC
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 CHANNEL 19
SHEET 6 PLAN AND PROFILE STREET "C"
SHEET 7 PLAN AND PROFILE CHANNELS 16 &17
SHEET 8 WATER DETAIL SHEET
SHEET 9 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE ONE
SHEET 10... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE TWO
SHEET 11... STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN - PHASE THREE
SHEET 12... SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 13... 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. SURLES ROAD LAND DEVELOPMENT, L.L.C.
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 RNER BASIN BUFFER ZONE AND/OR MAY REQUIRE THE
APPLICATION AND ISSUANCE OF PERMITS FOR STORMWATER MANAGEMENT
SYSTEMS. R 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
/ I -:;, I I NOR CONSTITUTE AN APPROVAL OF SUCH.
c 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
_,F-' w - 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
CONDITIONS ALLOW.
\ r 3. HEADWALLS ARE USED ON PIPES ABOVE OR EQUAL TO 36" IN DIAMETER,
I I;" Z USUALLY ON BOTH ENDS BUT ALWAYS ON THE INLET. FLARED END
t) SECTIONS ARE USED ON SMALLER PIPES.
JOHNSTON
4. ALL DRAINAGE STRUCTURES INCLUDING OUTFACE DITCHES OUTSIDE OF THE
' _ T COUNTY/ PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
PUBLIC DRAINAGE EASEMENT.
/� Al? � ' iii,��� 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
At I! iit (`* ..■I .� STATE SYSTEM FOR MAINTENANCE.
��11 -"
�' .SF')'E xl ".'` �� ��■ �� �T� ~ 6. ALL SURVEY INFORMATION/DATA SHOWN, AND/OR REPRESENTED, IN THE
N -. k
l,��x�� jJ'�� CONSTRUCTION DRAWINGS HAS BEEN PROVIDED BY A PROFESSIONAL LAND
_ , IL _ IM■�� ,�� � SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND
. ASSOCIATES, P.A.
l i VA I 111M Id
•r• 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE
y 111 4t4 DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS,
�����'I ` , �i� �� � � � CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
��
B. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
II* , RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
S ri‘
L. B •1]!�'.4,]yta'+• _ - 9. THE MAXIMUM IMPERVIOUS AREA OF$.740 SF PER LOT MUST BE SHOWN
•�['L v.- - / NOTES:
ASE ONE hutIllW ON PLAT.
31 DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
1 DIGITAL INFORMATION(DWGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT o
VICINITY MAP(NOT TO SCALE) _ \\‘1NIC���� OTH RMDIRIECONTLY INVOLVED WITHAY BE SHARED ITHIS PROTH THE JECT,FOR THE PURPOSE OF WORKNER,SURVEYOR,CONTRACTOR R
E" �� ., �i RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH n
Dalton Engineering PRE°L NARY ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON N
- ENGINEERING AND ASSOCIATES,PA.
and Associates, P. A. NOT FOR If•NSTRUCTIOr
/7 //III�P�\\\ 'I1 Job: 22023 Date:2/22/24 Revision: P01 w
REVISION 001:ADDRESSED NCDEO LAND QUALITY SECTION COMMENTS-7/9/24 File:22023JAASTER_REV Drawn: WJB Sheet: 1 OF 13 m