NCC231852_Site Plan or Location Map_20230614

SUBDIVISION PLANS
FOR
WHIPPOORWILL SUBDIVISION
PLEASANT GROVE TOWNSHIP - 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 STORM DRAINAGE DETAIL SHEET
SHEET 6 WATER DETAIL SHEET
SHEET 7 STORMWATER MANAGEMENT AND SEDIMENT AND EROSION CONTROL PLAN
SHEET 8 SEDIMENT AND EROSION CONTROL DETAIL SHEET
SHEET 9 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. WHIPPOORWILL LAND DEVELOPMENT, LLC
446 EAST MAIN STREET P. O. BOX 426 205 WEST MAIN STREET 104 STATE AVENUE, SUITE 103
CLAYTON, NC 27520 CLAYTON, NC 27528 CLAYTON, NC 27520 CLAYTON, 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,ea EIMIlb AI/VI
Illirrxfpnra :agar.r_:w'rp.-„_A�_,��.--.u..„mawSi�r7- `'Y *MNOR CONSTITUTE AN APPROVAL OF SUCH.
�•�I- �, RENFIEL � l� �uvu eim_■ 2. ALL OPEN END CROSS PIPES IN NON C.A.M.A. COUNTIES WILL BE BURIED
il
IR •-ty r ■ � ` �.iB■�`'� _� 20% OF THEIR DIAMETER UP TO A MAXIMUM OF ONE FOOT AS THE BED
rrgn. Iwo la,
,`;•�y�-,.11 ■ 1 _� �^ ■ CONDITIONS ALLOW.
,�I�■ ' Nl�t j •BRIGHTON�: I� ,4e i;/( y"
��� •�,,`_1 `1�•�.Q =■�.n.i w NC HWy 210 ■ I 3. HEADWALLS ARE USED ON PIPES ABOVE OR EQUAL TO 36" IN DIAMETER,
I/A et dr`��1 Will:Ef a r■; 1fB1It■l� n��:a ' USUALLY ON BOTH ENDS BUT ALWAYS ON THE INLET. FLARED END
^� �.,:zli//"*'a�i\��ji.1 `s" MITI//CI��I1-�V r�O���l.l�l I■tr�I SECTIONS ARE USED ON SMALLER PIPES.
el:wI ���\�► �i••l9_•:` •�r�� 11\y .: JOHNSTON
o �:���. ■■n ,. ����/ I, 4. ALL DRAINAGE STRUCTURES INCLUDING OUTFACE DITCHES OUTSIDE OF THE
�� . .'>l COUNTY/ PROPOSED RIGHT OF WAY ARE TO BE ENCLOSED WITHIN A PERMANENT
N �.•.� .'�,/�■`��� a `+� C • r',-- PUBLIC DRAINAGE EASEMENT.
jai ��� 41Fi �, ■ GREENL: ���+ - _
am o/ ■ ■MiC J, 7 HA •" 5. ALL ROADWAY DITCHES MUST BE START F BEFORE ACCEPTANCE UPON THE
g ' / �� , ar�' �, �w..•J �� ■-■. ���� ��-. STATE SYSTEM FOR MAINTENANCE.
.��■ �Ij7�r.L� rt� FWO g��: - Z I bI
�y��r Jj ,♦77��'' I n „�� J+'�r 6. ALL SURVEY INFORMATION/DATA SHOWN, AND/OR REPRESENTED, IN THE
■■ - ���►• ^;. ts,,. �M ��■ �r/�Iu CONSTRUCTION DRAWINGS HAS BEEN PROVIDED BY A PROFESSIONAL LAND
n /I■I. _■ irgl, �: y ■�- /I; mit SURVEYOR AND IS NOT THE WORK OF DALTON ENGINEERING AND
`_ �11110PAINWLVeir ASSOCIATES, P.A.
�' �!�ol� J.1f:,wrrr `I; �Illlw!♦�1 ■ �1►�.
■ "*�'�• lidE ' /.•.A��/+L+ �;Wi~■ +� ji �,,��aili . � 7. IT IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER TO PROVIDE
���Ip:� A�1' / 1� y, DRAWINGS TO THE VARIOUS UTILITY PROVIDERS, SUCH AS DUKE PROGRESS,
��:�plaij j� 1'`; y, �a CENTURYLINK, SPECTRUM, PIEDMONT GAS, ETC.i j� %%w-�� I Iii E 8. THE FINAL PLAT WILL BE REQUIRED TO SHOW ALL DRAINAGE EASEMENTS,
I�1lNir:t.'----- lh-
7 �' ' %..� NLh• `i wi�� RIPARIAN BUFFERS, JURISDICTIONAL WETLANDS AND FLOOD HAZARD AREAS.
-: ° Venn ,
►;L•�9pllll\ 9. THE MAXIMUM IMPERVIOUS AREA OF 7.000 SF PER LOT MUST BE SHOWN
r�■��/j 41111101_
A ON FINAL PLAT.
Arir
Hitt Al;.� \\�:4 N. 1 0-• / NOTES:
Veldt:M. .,•• DALTON ENGINEERING AND ASSOCIATES,P.A.OWNS,AND HAS THE RIGHT TO,ALL
DIGITAL INFORMATION(DWGs)CONTAINED IN THESE CONSTRUCTION DRAWINGS.THAT
VICINITY MAP(NOT TO SCALE) _ \\��,Ill I ;// INFORMATION MAY BE SHARED WITH THE OWNER,SURVEYOR,CONTRACTOR OR
d N R /i OTHER DIRECTLY INVOLVED WITH THIS PROJECT,FOR THE PURPOSE OF WORK
__ J� •'r �":''g/o,/A/i RELATED TO ONLY THIS PROJECT.THAT INFORMATION SHALL NOT BE SHARED WITH
Dalton Engineering a ANY OTHER PERSON AND/OR FIRM,WITHOUT THE WRITTEN CONSENT OF DALTON 4
$ ,4L _ / ENGINEERING AND ASSOCIATES,P.A. 5
and Associates, P. A. .;;°;j IND s," �I
�i Y T. DP�\,/2 0
ZI
//lllll111��� J Job: 22016 Date:1 1/4/22 Revision: $
REVISION 001:ADJUSTED ROADWAY ENTRANCE h ALIGNMENT-3/6/23 File:22016_MASTER_REV 3 Drawn: WJB Sheet: 1 OF 9 3