NCC231825_Site Plan or Location Map_20230619

SUBDIVISION PLANS
FOR
CUDDINGTON TRACT S
ELEVATION & BANNER TOWNSHIPS - 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 "A"
SHEET 5 PLAN AND PROFILE STREET "B"
SHEET 6 PLAN AND PROFILE STREET "B"
SHEET 7 WATER DETAIL SHEET
SHEET 8 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 9 SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 10... SEDIMENT AND EROSION CONTROL DETAIL SHEET
ADDENDUM
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING
NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING
ENGINEER SURVEYOR OWNER / DEVELOPER M
DALTON ENGINEERING AND ASSOCIATES, P.A. TRUE LINE SURVEYING, P. C. JONES CREEK, LLC
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET 5160 NC HIGHWAY 42 WEST
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 GARNER, NC 27529
[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
.� �� r INylycj?1�e^ ♦r- -� a REQUIREMENTS OF THE DIVISION OF HIGHWAYS. THIS REVIEW DOES NOT
w IMPLY CONFORMITY TO LOCAL OR OTHER STATE GOVERNMENT REGULATIONS
1 ,�61.09L .I NOR CONSTITUTE AN APPROVAL OF SUCH.
km.,1e11•' RAO;; , w ; 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
►■ C
��, p\ �� �I` 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
BYRDTOWN RD ■�:. a 52_
,��■ 1 LA
n r rykl-�ile/ ' CONDITIONS ALLOW.
o ��` ,� it-1"
.'— `,,'� �„\�(I�• `!+, 9+ ,r `1 3. HEADWALLS ARE USED ON PIPES ABOVE ORE UAL TO 36" IN DIAMETER,
C ��� �'` t • JOHNSTON USUALLY ON BOTH ENDS BUT ALWAYS ON THE INLET. FLARED END
p � / SECTIONS ARE USED ON SMALLER PIPES.
Amur
COUNTYn 4 - `, RECO4. ALL DRAINAGE STRUCTURES INCLUDING OUTFALL DITCHES OUTSIDE OF THE
SITE �/• 1ill/1111g
PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
Era
�� r �,__.,��, �'�:� I'1\ ri01)::,4
�� ■.■■ �� � PUBLIC DRAINAGE EASEMENT.
p 3 5. ALL ROADWAY DITCHES MUST BE STABLE BEFORE ACCEPTANCE UPON THE
/ r �' ,,;;;'�j'�1'111�1\� S , `�+-,i�HA51 ��■„I��� 'v , ' STATE SYSTEM FOR MAINTENANCE.
`� ,��■■III . •• I __ 1 � �����* � `" 6. ALL SURVEY INFORMATION/DATA SHOWN, AND/OR REPRESENTED, IN THE
CONSTRUC`� �,�Q%��'•�\� �� _I .O"'J?,. ��irgual �' _oirabir ��■ ib ' SURVEYOR TAND ION DISANOT THE WINGS AWORK OF DALTON NGNEERNGS BEEN PROVIDED BY A SAODNAL LAND
�. id
• . '`1: ASSOCIATES, P.A.
41,1,3
V,� 1ry� �11r'��;� ��_ I �� �Ad'WA 4�� � 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE
411111000its `.�� �IY�MY�11j1'i�l , �+ a DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS,
1 CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.
8
f. 1yI •1 7�, •�'`��i ; # 8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
.04 a,,; "iar
RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
°' , ,, / 9. THE MAXIMUM IMPERVIOUS AREA OF 5.470 SF PER LOT MUST BE SHOWN
•-� - IRA THAN rD EcnoNI '2, ON FINAL PLAT.
NOTES:
3 VICINITY MAP(NOT TO SCALE) \\\\.I I, DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
Y
���\� i,'r DIGITAL INFORMATION(DWGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT Ett`L � e y
Dalton Engineering _ ''ti= INFORMATION MAY BE SHARED WITH THE OWNER,SURVEYOR,CONTRACTOR OR
PRE L id I NARY OTHER DIRECTLY INVOLVED WITH THIS PROJECT,FOR THE PURPOSE OF WORK o
RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH 1
and Associates, P• A. NOT FOR C s STRUCTIO ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON t
,--,04m INE ",-0\� ENGINEERING AND ASSOCIATES,P.A.
(ry
/� //IIIIo0\ / Job: 22018 Date: 10/7/22 Revision: 001 u
z
REVISION 001:ADDRESSED JOHNSTON COUNTY PUBLIC UTILITIES COMMENTS—3/2B/23 FIIe:22016 Master Drawn: WJB Sheet: 1 OF 1 1