NCC241580_Site Plan or Location Map_20240523

�� FINAL APPROVAL 7/24/2023 vow -__ "PPROVE r -
PROJECT NUMBER: SDRC-2022-00127 1 P —
CHARLOTTE TOTAL DISTURBED EC BASINS INTERIOR SLOPE AND 0•NS - I 1
LIMITS=13.1 ACRES EXTERIOR SLOPES, DIVERSION I �a. 'H.- E-MECK :URGPL I .EPAR
ENGINEERING Andrew Poindexter DITCHES AND ALL BARE FILL ---�— f Jo W- `�
PCSO/DETENTION/DRAINAGE PLAN
SLOPES GREATER THAN 10 FEET 3 n
EROSION CONTROL Jeff Bock IN HEIGHT AND WITHIN 50 FEET a ,; DESIGN
OF SURFACE WATER TO BE
URBAN FORESTRY Vincent Condon MATTED WITH NORTH AMERICAN 0 , RESOURCE
TREE ORDINANCE GREEN S75BN MATTING `�
CDOT Travis Miller / G R u U P
Fir < r♦
NOTE:SCHEDULEHRS.PRE-CONSTRUCTION MEETING m- �a
AT LEAST 48 HRS.PRIOR TO ANY LAND � LANDSCAPE ARCHITECTURE
I CIVIL ENGINEERING
DISTURBING ACTIVITY USING THE ONLINE / VICINITY MAP O TRANSPORTATION PLANNING
FORM FOUND AT http://charlottenc.gov/Id SCALE. NTS
0 2459 Wilkinson Blvd,Ste 200 Charlotte,NC 28208
/ti EROSION CONTROL LEGEND , ron.3drg,p43 B
e 0 TEMPORARY SILT FENCE
INTERSTATE 485 (VARIABLE WIDTH CONTROLLED ACCESS) CD5"3006A)
N.C. DEPARTMENT OF TRANSPORTATION (NCDOT TIP# R-2248D TEMPORARY SILTFABRIC
FENCE WITH TREE .N CARP""•,,,
❑ O PROTECTION FABRIC `�� SM' TIC��L�'i�
/
SUPER SILT
—_ ——_J _— S O (C Ds p30.06D)PROTECTION FABRIC
o*: CORPORATE`Y4'
y --r \ / �— — -- - —_----_— ___ — x — FENCE .0 ) SILT
WIT t 1
_ _ HIGH HAZARD TEMPORARY C 2165 [-F..L'\ -,-J.,— T-',...
\J __ ——— — — _ _ _ _ E(OLDS q3o se =i, NCBELS ;
�- ` _ _ / _ —-� __ -- —_ —- ` PROPERTY LINE
\:Ass
� S of CONSTRUCONTREE PROTECTION FECE) (a9s xao.o2)EMPORARV sfiz
f / aos dao.os) :4-7•/ r:t w v �-1_/ I V - -- — _ ,v ij////W L. Vwvv
\ / (SEE NCG01 DETAIL / F •• M
i� am
`A/ \p,A V\ .r Vl 1��/� / C / / }_- v Y f \ V cAV �I6a r
/( \� \`\1\\\ \\\\\ __+ ) "" \ ! \—L— _ \^ \\ I \°yu 4tat y I A TYPE A HARDWARE CLOT AND
� -M a )\\ BASIN S2 �' �—� / -____c , \\ ( \- \ \ \ \ GRAVEL INLET PROTECTION
--,• \ / w (CLOS 3009)P CONSTRUCTION
%t% i1'1// F
SEE I �� / \ \ _ / of Im .. DOCUMENTS
_t ' / / / \ - �`—��— II
71>___:_,,,_, ,, � rs - I B)) ( DS ao8)E' ../IIII._ \ :�' y- �s AV A // \.: - � \ v -- _ _ A - -v - \ ( / / / /- -/ / / ^/' • J TYPE c BLocu AND 0.00) INLET
(
�.... \\ \\ \ ��,��`R\/�� �� � � � ' I ,5�G�� - �—r �t� � _ - � PRorEcno ( sso )
_.,\--\ lit viww._
- — r / �� � } / I.. N CLomisi
lio,
� _ \ i // / , ! D T1PE D SILi SACK INLET PROTECnoNOJ111� �` II1( 1 /\ > / ❑ (aos 3o.ts) J
,,,,\ i !' III `\u. ,v4o I \ \ �- — �. 1. , ri I■ J _y �'i-�� T -- - • — � / / �. SILT FENCEOUTLET VJ
`, 1 ��^.1r1 IIlI 11r ,tea �y ]Y-_s\ ��)�I ���S�Ti®A i� ����� `\ -- � // /� �J —�� •-� / (CLDS F30.o6A) 1, 1 rL
\ V W W
II lit I� 1 \ rii• 1 � r -- -erir / �� / ��. y — ��/ / -/ w ,, /
I ♦ Fly ,�v / '' I�� �_ �•>—/ / / / I 1 ^��/y .L•'• 1 1 Z w
p�l�111 I;''f��ll II +w �� � (: A� �,L\.. i 7 ♦��IIII ...� ��� 1 /�/ j\ v /( /�/ p
tie // �� r — —— m,, ...) 1 r,1 v I ) I i' ---- ----- r ; / l Q a r�
I �► .L 1 ig �� I I A I I / -r W w
�u ' wi'rtkPipr P. BASIN Si % `_ vv z
!3 �9 O ! ,,. I 1 r V (SEE SHEET 3.02) A \ / / I I 1 a �" - V A / Q
44 q �. � ; / - v I Z Z J wzg
I al 1 C II II' \ - / / r , r\ Q x v
a II ii i �irP � ij.l,,,.....� - — f \\\ LL� LL w W o
If III I I I , ' +1i,` 1e.�.�.,,..,, �I I _ / �/ • a / ( . - I \
W J ullMlq 1 ♦I.I �� �• f �/ ( r I / `�_ >,i / _�1 \ LU oH <CI- r cC
�� ��� ���l'II 1 ! ¢r/ � � — ice // / /v/ \ v U ¢z
W3 O il � // L � �-� .rc» ^, L /// / v1Lv r }l •1/ .-�• ��--_v�-'�J --• ' �'�� V v��� �V/ Z
W
C �- e / I // 1 I / - / \
ti v ?--J 0 °- r 1 /0104 t ii i / 1 ) ,VII ///(/1 ( 6, \ J ,s v �r� �/ 1 / If �// ��_��� vv v V Z
it
�/� �� �__ v 1 - \Av A \ J l l l l(/ / �1 L
/ ri A / v // II 1/I ( /' AV I 1 \ vv N A \ \\
\\\ 1 III =\ \� \ \\ \ EROSION CONTROL
R Ill v
6 A � la i // /� /\
V � ' vC\ h� f 11�I� 11'J \\
�� ,. ✓l 1 ��� • I v 1 OVERALL PLAN
' / / / �� _ vv �� / / ` \ lvvv VIEW
/ � �� �l\ ii S 1
) �� � ) // { / / 50 0 50 00
�\J I / "_�" ` \ \ \ 4 ( I. \ \\ �\ \ > // I :,' ' r / SCALE:1"=100'
y %/ `r i f j 1 ! _ \\\\\\\ / /rll�ll l \ I I I\ (`\r - // I / I I
----;
�/ 1\ \ I PROJECT#: 297-025
111 IIII�\\ N\ KK
-j/// / / S'/ / / / 1 / �� I I \ i/ /~/////// III ` ~ / 1 I \ r \-• / CHECKED BY: MM
WN BY
�I11j1JIIIIIL \\ { ;J , \ (I11\I\\\�\ _ /�'/// // / jI\ IN _ � � 1 • / 1 //\ 11I / I\ \ \
/ / 4
Y I III11 "/ \\\\\ I I % 7/ / 1 ( / ) / III / _- \ 1\ 1\ / //j4-//// 7 I I \''--_____.--
\v- I / ( \ I DUNE 21,2023
l l l� /^�\ \\\ `\ // / / / ///'/ s REVISIONS:
I �II / f \-� -� \ //1 I l 1 I �/ /l/ \ )
/I Iv/' I v�wv II /�///f /�I / I �I \ Av / // /f 1\ 1 1
L / \\/ 1 I 1 \ \mil\\ II I _-///j // ( I) \\ `, /J- _ rI/l _•\ \\I\ \\ � ` \• ,- �/ lz I//' 111 I`1\ \ ^//^ \\\\ %/ if//l^\ \I `I)\•) } \\, \\\ \
Copyright©2023 Design Resource Group,PA This plan or drawing and any accompanying documents or calculations are the property of Design Resource Group,PA:and are intended solely for the use of the redolent noted.No third party use or modification is permitted without written authorization. C3,00