NCC232075_Site Plan or Location Map_20230802

/ / _ `•
fell
. =/ / r(Lj 07,,,,..1....T \
Hc-ertro-(nauas)
----/: /
gII / / /-.....:
1 0l ` GRAPHIC SCALE
/
• 7.' .. it''''''''--\-'!"',-
•400,117,4 D -. - ‘ r m rt Inch=so .
� ' 1111
/ O / 0 / o ` EROSION CONTROL LEGEND
�� Ca O is
/ 06 a?Y I I� FENCE
SEDIMENT CONTROL
�� 0 TIE TO EXISTING .��� t -o�
.W -Y7-STA.10+10.02 �.I ri 14, o,, c, O
„ q�"aCC a,�� INLET PROTECTION
10
ti `Z- \ {t ,',�� �� c�a '� ROCK PIPE INLET SEDIMENT
/ , Qy ! 8 \- •� � ® - 6��/ \ TRAP
XN
�� ®� PROPOSED 8'CONNECTION(-Y - w,, N,I� �.� I4/111 �y��c)��. �� CHECK DAM
/ , A 0 To
y 47011111.11110.411.4.1
,7 OO '-i� • -liteA I $ Net 1-��/ Lh�l \ �� COIR FIBER WATTLE
3
O a / \ —SF-SF-SF-
SILT FENCE
/ STA. � � __-._._ O� / / -� / ` —TP—TP—TP— TREE PROTECTION FENCE
l9 a• F 543 I _ , l ` LO LO LIMITS OF DISTURBANCE
Y6 11+61.50 ,, /, " �� X`
=-L1-STA. 10+16.75 -� 6v ► - s
/ � /
(,SF / -s915,,I T `� L PROPOSED 8'CONNECTION(-Y7-) ••�•.,•�':;�!.2� CONSTRUCTION ENTRANCE/EXIT
/ saw t\ 6`J. ......-...0
i Sal N , t --- \ TOTAL DISTURBED AREA=9.00 AC
-:
BEGIN EB-5782 / �® ' ., L, D \\*41:argimi41‘t
Ll-STA. 10+10.00BEGIN 12'ASPHALT GREENWAY ��`MATCH EXISTING ASPHALT _ �N \ .
,, ,
/ "f e: ---hh ::,.,.. , ,-,:::..
Ad 0 - ' ' ' ' -- / ,„,,::''' -,''' vs,,o;',..„-
'* .',' ,' , ‘s...*/ \ , ‘ \
�r'/ o -- *. .�- iIP mare-.=` O �, - TP ��N�- — _ Y7 STA. 11+52.07 ® ea . , �� ®� ��tli
P— — = LI STA. 12+10.00 <.� FII" SF _ NR
e�s — \' . SF LDS• •� — --0 ---_- - ® � 'ySt,
.21
--o---- __ — _ ArititiL
A ��, — 5 _\-0 L O
_7 ___
MECKLE 7__ 11r 7 ,NBURG COUN P
— — dillhow,
3/ DB 4369,PG 732 _\
.,
........-400.-444‘,„,,„.,Vir- ....AITA14--- Amiir- -- -- -
__
,.,
--A-----'7-4 ge--- - -- --iiwAtir„,240....= :441 I I LA 1 111'11'
e
.1
,,,
e O
A
ti
4
N.
rql
r
90%DRAWINGS-NOT RELEASED FOR COINS,. UCTION
LI
The John R.McAdams Company,Inc.3430 DATE
GREENWAYENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
110
Char Toringdon WaySuit . , CARD'
Charlotte, 28277 eux no. .P 'ESS/O • PLAN
McALPINE CREEK PROJECTNFMEMATI0
phone [phone] v Mecklenburg County - = FILENAME MEK18020-EC2.dwg E c_
4
fax [phone] GREENWAY CHECKED BY JDM
Park and Recreation 042574 I DRAWN BY GDB
license number:C-0293 ti, >4 Q;•°
•���N��_'`�'�1y.° JOHNSTON ROAD TO NC-51 SCALE 1"=30'
MCADAMS ,,c,ti, D. "•,,7/19/i2 DATE 07-19-2022
www.mcadamsco.com

r51 / ��SWIM-__
wi \
,„ sm wiml�NWM wi sm sill swill swim 00
s im swM sw�M/ EROSION CONTROL LEGEND will
/ IIIIIIIII 8 1 FENCEL SEDIMENT CONTROL ^oo M SW,--____,
— �Po� INLET PROTECTION
I ^\�OC a�p�CSC'
cw—Fyy \ Fw '
/ (9, a ROCK PIPE INLET SEDIMENT \\ ///Th
C/ 17) O,. Y� / TRAP
IigC/CS,,Cr,cjY CHECK DAM '
/1 p e I
L� . �� `� SILT FIBER WATTLE
166
w / BZ7 `�'��yll\� az / 62a BZt \�J SF SF SF SILT FENCE
ys` V eti / CCy� \^ i g2j TP TP TP LRET POFTDISTUN ANCEE /.\ j/ / a` • LD LD . LIMITS OF DISTURBANCE
..... .fir \I
\ g/ / F.p i`` _ _ • .-. !..� CONSTRUCTION ENTRANCE/EXIT '
iir , Pill ,
/ //// TOTAL DISTURBED AREA=9.00 AC
I -- j t
/ SEE PUMP AROUND OPERATION DETAIL� MECKLENBURG COUNTYI / PARCEL 221 201 12 __ az, "
/ c r �® DB Y�LS� PG 647 '
IS
°' W,A
g7.7______ ,.1.0.., ,,,,,, m MIIMI*4 i A '
S ^/ �d
M
• �...._/ SWIM.__-__1
is
to • F� Iu I, • ST �� % / WIMS`— y�M 4� Q�
.. m® .�'< m S � Ms 0— SF
irli ST,
� Lu
� $115'' ,o ejM\\«« 0� �� SF -' SF SF — E
H....01",i , SF® /F, I O> '� Ulm Ol 6 NSF NSF
` d
S «« « LD S al 0-1 SF = SF _ �s2- .. - -— �
i SE r— sF SPIItHh— SF
J ,'11 ► «� �O\� ry.. _ SF SF LD LD —��
_ SF L
x ~`,` a '! ST\ SF �S LD LD LD =
¢ - F—— L SF SF LD 1�
MECKLENBURG COUNTY <� SF — -� F -- SF Lp F LD LD ze 11
Iv I �lir SF
IFPARCEL221=362-0i.� ter_— SF S� LD ze�
` .OB:4`369;PG`732,7 LDS �— ze
�� SF LD L
a9dv9V
(n M ems '/
"s ;----/ / cAtP�N�CREEK / / _
V /_
w \ D -4111 -1 -10111 -'— iv- -----f-—-----7
f
o
..=====................ /„........ ..,,:iiiiiir ,
_ H® 29
Jo \ Sze\ j
r
I
20
4
WN
_WIM c � I
WM
" \ \\ ...
I
__. NC-•elD-(NA083)c R I \\ \ Z9
w A Z \ �\\ _ GRAPHIC SCALE EC as \ WMS ' a 15 30 so
1 AO➢
N LZe lZe 1 Inch=30 ft.
e I D I I�il 1 I 90°/3 DRAWINGS-NOT RELEASED FOR CONSTRUCTION
LI
The John R.McAdams Company,Inc. DATE
GREENWAYENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuit . � CAROB
Charlotte, 28277 OM n°. 2�,•� �0• PLAN
110
McALPINE CREEK PROJECTNFMEMATI0
phone [phone] 01' Mecklenburg County - = CILECAME MEK18020-EC2.dwg
fax [phone] GREENWAY CHECKED BY JDM
Pdfk 8Rd RQCP@8tI0I1 042574 I DRAWN BY GDBEc. 5
license number:C-0293 t.°
�y�,���N��_'`�'�1y.° JOHNSTON ROAD TO NC-51 SCALE 1°=30'
MCADAMS ;Wyk,D. ,,,,7/19/22 DATE 07-19-2022
www.mcadamsco.com ��,,

��
/ _
\ o EROSION CONTROL LEGEND
'I
/ SPECIAL SEDIMENT CONTROL
Sy�M 0'L^ 1< ^ .•4 [N il I IIIIIIII' FENCE
INLET PROTECTION
/ 1 / i1 I v NC-GRID-(NAD83)
S,p,�M \ / ��
1 •
C F 8
/ / FW .m I ' ROCK PIPE INLET SEDIMENT `�,
eti FW iiir
I 'rr.'�78' TRAP
FW `< ., ` ..F;§ CHECK DAM
Fw Ilik " COIR FIBER WATTLE
\ --Fw /e2, // I � TR EFPROTECTION FENCE
\ / N SF—SF—SF—
\ aN —TP—TP—TP—
LD LD LIMITS OF DISTURBANCE '
I PROPOSED 8'CONNECTION(Y1
CONSTRUCTION ENTRANCE/EXIT
fit)
\ 4 40 N'I ., .
� /
/ \ `� TOTAL DISTURBED AREA=9.00 AC
. .
1 " lj SS
\ .,
Bar rf .: 5.. /
,...„
.._., 11114k .
\ . ..:.,::,:.::. ,. .
on,-----------4
400/<<'.:::::::-':::'?0: -:: tD
'A\
\ o.. . e — :i fi LI_.STA`29+25 00 < � , 07
—: /i
—._..,L
<
\ ^ iii :re
.
\ D
. _____\_ i
p J O
N sF �i `
T.
u, SF sF\-oOli //I MECKLEN RG COUNTY
g SF a) 0, PARCEL 221-201-12 V
wc1
DB 9254,PG 647
E r Z <`
(
�
N \ j
< • t.
__
Cy
I - 7 - ` ilrC t�t l
OTT v
U y
w
E.
3 \ / \ /
\ D aO °� � \ \ /
,___ 0010,
o \ /
/
Sze V e� �� \ /
\ '° \
4 dCc \ GRAPHIC SCALE
w \ j 1 3i 60
.n \ 1 Inch=30 ft.
y \ \ 90%DRAWINGS-NOT RELEASED FOR CONSTRUCTION
LI
The John R.McAdams Company,Inc. DATE
GREENWAY'ENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS "" PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuite 110
11 . � CAROB
Charlotte,NC 28277 BUR no. 2�........
�O PLAN
McALPINE CREEK PROJECTNFMEMATI0
phone [phone] ''' Mecklenburg County = FILENAME
CKED MEK18020-EC2.dwg Ec.6
fax [phone]G R E E N W AY CHECKED BY JDM
Park and Recreation 042574 DRAWN BY GDB
license number:C-0293 e'a >4 Q;•°
•���N��_'`�'�1y.° JOHNSTON ROAD TO NC-51 SCALE 1°=30'
MCADAMS ,,•' y ,D` ",,7I1n/22 DATE 07-19-2022
www.mcadamsco.com �•r•r�

- rill"
EROSION CONTROL LEGEND 1
-��� Irruilivi4014.........,.10,
: �IIIIIIIII� SPECIAL SEDIMENT CONTROL0
FENCE 1
t ' INLET::SEDIMENT
•y J' ROCK 1
TRAP 'AI
CHECK DAM
�- `, COIR FIBER WATTLE
1iltill '- �,, ` SF SF SF SILT FENCE
\ TPTP TP TREE PROTECTION FENCE
1 / LD LD LIMITS OF DISTURBANCE
1114111111111Itg
( (S') CONSTRUCTION ENTRANCE/EXIT
1rio• —/ „s� \ ` TOTAL DISTURBED AREA=9.00 AC/ or.'.. 0. -...........,
/ / \ SSA _/ ssl /_.... _ ,..i.,104
ssl / s0' s.NiryR
SE \ -
„T ____
i Pc OF
/ F4W "JW--WIB� . WLB -
Acl "V
,4.
Wye ��� 7111111°11111111111111111111NIk 000111111k
�® � o :4-W4 '` ` ` �.
=-::. o ®r,�wrr ::L, ° — (s �.� : " 44.: 44 4 4r e_ 4 LLk LL4 a 4�W a4__� M — < j
W - WLa —W19— •`
01016001114L — - - - s.
W1 . _ k e7 rmrr� .e::. 44 e_ .:r 4.4 .®orrm = 0; :. . . ::.
k r r t." `-- _ ., 4 . �LL _ 4lM s,M--.�. .`.,,,___ V,„4 4`,``.` `` 4 `.`.`'. "•, `. Q�` ` .;\it Y..
Nam' . " g�M- \� �,BSM"_�.4 litiiiir®���� ���t�®��i�_1----:'
rr• D��
'4 ` MECKLENBURG COUNTY . ' 7i4 LD CD`.
i ` it PARCEL 221-201-12 a,M; tea, i '✓
DB 9254, PG 647 _ ,11 �
a, ► .ems_ cA_.PWECREEK 1
0 1 M
Y 1
1
1 / 1
Pi
1 /
i 1 / / N 1
/ 1
1 /
/ 29
E.
1 / / Ze 1
1 / / / 1
I
1 /
/ 1
t 1 /
a WIMS/ 1
1 ' WIMS-
1 / / `mMS 1
1
5 / iW1M5� 0 \ ©J
1 ...----
1--- 1
4 / GRAPHIC SCALE
F- o 30` i 1
a , / r/nch=30 R.
90%DRAWINGS-NOT RELEASED FOR CONSTRUCTII1
LI
The John R.McAdams Company,Inc. DATE
GREENWAYENGNEER HYDRAULIC ENGINEER
CLIENT REVISIONS ............ PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuit CARO
Charlotte, 28277 BUR no. 20,,'E o r' PLAN
110
M cA L P I N E CREEK PROJECT NO.MEK-18020
phone [phone] v Mecklenburg County = FILENAME MEK18020-EC2.dwg
fax [phone] r G R E E N W AY CHECKED BY JDM
? Park 8�d Recreation 042574 � DRAWN BY GDB
Ec. 7
license number C-0293 e'a,e>4 Q;•°
��N�_'�1y.° JOHNSTON ROAD TO NC-51 SCALE 1"=30'
MCADAMS ........yam D' ,,7/19/i2 DATE 07-19-2022
www.mcadamsco.com •;.......

EROSION CONTROL LEGEND ---"---- (4.- '' -11111111111111411111617 :111117
0 , , 1
1,
I ,IIIIIIIII. SPECIAL SEDIMENT CONTROL \ 11 ''''4 I I I I II 7
/!
FENCE / `
c�S� "r•`7_ He-artro-
w �\ INLET PROTECTION l \ �SS� Ste _
ROCK PIPE INLET SEDIMENT, ,,,.,_„,
/ `_
I\ \ £y_..' TRAP j - A 1S5/ N
'r�Ii Ar0 ,� ..rrt� �\ CHECK DAM •
(S$)
e
w._
o'
F- --, `� COIR FIBER WATTLE •
Viiiir4-_-___ —SF—SF—SF— SILT FENCE
ft-
Q �.
, iii
` \ —TP—TP—TP— TREE PROTECTION FENCE FW ........
�"I' �1--
II LD LD LIMITS OF DISTURBANCE li)rlil
/
/ r i
•.!j• .` CONSTRUCTION ENTRANCE/EXIT
• W
'\— • •-.. .-•.!SAL 1Iti
-�--� TOTAL DISTURBED AREA= 9.00 AC
0
_
i \.' ". '.
/� II
—WL&T
�WLB� �WLe� /
/ / I —fie_r — _AWL, /
— LV/ WLe �
. ,
WIM,,, WIM9 �. 4` ` • ` 4 ``' e` k _�-� Q1 , Q�
____
s "'"mil — -, 11�
wI. ` ` t 1�wL�� �/ OW —WLB CD rr�� LD --=��LD �� O ` /
. ,
F- . ` , • ` 4 ` . , k ` WLe� W . ` • . �l • •WAMS4. LD
.
[ r.
yr
COI ..........
0
r r
o„!-I' LD wl wlnas� wrv, Q �
oi
�� �eR�r rrrr'!11100 OW — MECKLENBURG COUNTY sT,K` ` . , " `.�4" /4,
�� t` `- ������ ��� . —�M_ PARCEL 221 2 6472
�` TUT
- ` ` • -g�M— GYM /
Q
` M
a
ze_
11
o
__.128
McALP /ze— /
E I INE CREEK —
_ z
McALPINE CREEK /
Ize — _ /
ze—
, I za
ezl
I �ez,� /
o azl—
1 I BZi /
—BZi /
rn
c_
3 621
c
4 I /
-------WIMS-- — WIMS_____ WIMS---
-
V
u I "--WIMS_
SWIM - /
I SWIM_________
SWIM
rq4
—SWIM—_-
£ / GRAPHIC SCALE
r 1 --——- / 90o/a DRAWINGS-NOT RELEASED FOR CONSTRUCTION
" I The John R.McAdams Company,Inc. DATE
GREENWAY ENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuite 110
CAROr
Charlotte,NC 28277 BUR no. 20,,'ESS/O PLAN
M cA L P I N E CREEK PROJECT NO.MEK-18020
phone [phone] v Mecklenburg County = FILENAME MEK18020-EC2.dwg
fax [phone] r G R E E N W AY CHECKED BY JDM
? Park 8�d Recreation 042574 � - DRAWN BY GDB
license number:C-0293 e'a,e>4 Q;•°
p�, �IN�_'�1y.° JOHNSTON ROAD TO NC-51 E c_8
SCALE 1°=30'
MCADAMS 4 D' "s�7ne/2z DATE 07-19-2022
www.mcadamsco.com r•I•��

11
1 Ak\''Tc,,,,,F: 't PROPOSED 8'-12'CONNECTION(-Y4-) 3�a EROSION CONTROL LEGEND
©-( \ / PROPOSED 10'CONNECTION(-Y3-)
a O. ss� aoa q "-���: a, �, r / / � �� FENCE SPECIAL SEDIMENT CONTROL
J
!� 7' • V
�� ��� iii,Q� , // � C'' INLET PROTECTION •_4
�, ss) \ / ®� LL -L1-STA. 57+76.62
1 I !44ils a —. ® �•• a =-Y3 STA. 10+00.00
ry, .� k m:a ROCK PIPE INLET SEDIMENT
ASS, i ) \\ , a a AM TRAP
o \1 ' N III \ �� CHECK DAM
1 I \ �� O> " COIR FIBER WATTLE
1 _ -y� I J1 O \� i
T p -4` ' \t —SF—SF—SF— SILT FENCE f
y
I I I I CHARL0I-GE- C�pTH-7 �N\ —TP—TP—TP— TREE PROTECTION FENCE
PARCEL 220-201-1= - ` PROFESSIOIVAL.CENT "" \ Lo Lo
13B27152,PG 4• • LIMITS OF DISTURBANCE� 5" �� IIlir ;CONDOMIN LIM • \ 5
C �k �� �� PARCEL 24- of 06 �O>
o ��' ' ` .! 1 ' ,'\
i 1 I : r0 CONSTRUCTION ENTRANCE/EXIT
PROPOSED 8'CONNECTION(Y2) - �j Ip Imo , I;, • > ''
I� 7'��-= �•• �• • \ F IL-Jr Illit 4 • 2j N i Q Br • TOTAL DISTURBED AREA= 9.TA AC
1 _ � S Q� � 1�o \\
\ -IA t � E. MECKCENBUI�G COUNTY, �
` 343 \o w o �1 k Y4=S fl:;:tOO.Op. PARCEL 211= 01-73
` �� I �, �a TDB 23608;PG 63
,,\
....7:10"011,1*Na,
I \,,,,i ,-_ _. r 5-J21 ,,,\ Z
11
MECKLENBURG COUNTY . . • f ` ae s
Ei� `' - �l
PARCEL 221-201-12 m 1 '1 / ��I �o a ;`
DB 9254, PG 647 �. . iv/ .`, . ..4;.4
g
e
I, �� .r s3�_ II < ��F ,, -' L��QAN� ���f�yl I �
11
/,, m 14 a 11 /' I w, � -yys \ ° ` M �'�
it ,
, 4/ l/44 1111
:-_-",::
8
I
w I . . . . . . ...- ie,� 3.' ,LL _" IP c I'I /M ' / sz, ' L Co.NTY
E -URG l/•
-- to............iisit'iligits.:
` . a �� l� DB 365 G 489
CE�2Yt 23 20
Il
/ �,.Y�.����.r+�-S .25:11
��� • .=i. .tN M /�_- OI 533. / y,:! =� LDLs
y- �i�� ysF / s =aZ . . .m =�.�.� U1��M ' E -",> eZ®/0 �...LU \�1111111110"%S\sal�� i \
I"_ r L �� z PROPOSED DITCH / � O J O
�I off—SF . S_.r-„/ �� -�v' • �T k�`'l. i551 ,P ® _
v /_ III ftjTT
4 / • /�.a'�•� • . . O v o
ze II' IV'
e ° TEMPORARY STREAM CROSSING r °� - 4 ` ISSN -sWi. I J O
I I
I
E I �Z0 II IIIxo coo MHs,. ° II ���1. Q-\ � 4, ..`• 4\ M I / l` —
'—_ NI• Iirs/` 1' �/ S5wM
T
gip__-—
n I ... � , III �� I. 4 • ` /LS — —•
Il
iiill
N I = Y2-STA. 10+00.00 ' � �II I 1 , / a`� � : . ;4\:.: ;' / �� \.\
E Ill '
n
LPINE CREEK /. 1 `. . • •� ' . r -- - —
on.I
.........i
OAI � \
.
.; un
ilA I 1 1 1 1 1:,1' 1 ' "' '__.3-,-.====-4 / I=......
a_% �it 1�� 11111 c' O' •-• .....,-.4"•-•1)111.'
\ s ��� - F2r,\
., _ _.
, 1
1
E. 1 _ , ..„..„
11,�
_ � a itll P
f I I nt o ��
ir II
Ili?
---....p __
--.
37 _ ,...., ,....,00.441:1 ,,,,,,
��' 41,0 , , �A� 1 /�
e2^ r 7�1 SEE SHFET EC I3 FO I 537
$ -
!Msk
,,t 11 r� I TR CONTROLJ'OSNON Lam® 0�����, �y S
1 i-ir----') rl//I O (SelEND EB-5782I T or/,
L168+23.73i� � HEAD
�� �� "/o c•'WINGS NOT RELEASED FOR CONSTRUCTION
LI
The John R.McAdams Company,Inc. DATE
GREENWAY'ENGINEER HYDRAULIC ENGINEER
110 CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
3430 Toringdon Way CAROB
-18020
CharlotteSuit,NC 28277 BUR No. 20�,,I' /O ' PLAN
M cA L P I N E CREEK PROJECT NO.MEK18020-
phone[phone] ' 'v Mecklenburg County - = FILENAME MEK18020-EC2.dwg
fax [phone] Ec_9
G R E E N W AY CHECKED BY JDM
Park and Recreation 042574 I DRAWN BY GDB
license number:C-0293 •'a >4 Q;•°
�I, �INf-ilt''�1y. JOHNSTON ROAD TO NC-51 SCALE 1"=30'
MCADAMS ,,,;W/ygM o' "•,7/19/i2 DATE 07-19-2022
www.mcadamsco.com ��R;.

..--) \
\\>/ r \
li
ill 'itai'2' .\'‘NN\ (:-\ ..---- ----- ...,p, ---- \ \
\'
/ \ \\ \ \ ,„
NC-GRID-(NAD83)
' II' ---..... -...."..\---- \----
-N4- ; GLL, N.-, \
\ \
L ''' ,, ----,---.,-.•,LN
\\‘‘
,,, ...., , ,
joiS if . ,
Is ,‘„,
O \----,,,„„,,,,
\ ,N,,,,,,,,,, ,
\/,,: \
\ \
i WL9- :\ A '''''''''' '',. '11.11/reibi<' lialftligle t : $9. \ r ' ‘
rq
49
,-..,,,,_....77_ ,--"A..-, .44:401#1111111146 ,,,.._, / // r x
.WLB
I ilk PROPOSED 8'CONNECTION(Y1) i �41
WLB
• I
�•.�, rssJ '
L V:....1
M y
r‘....
/ ........... 41111( -......, - S,
J ,M yS
���,
i •�� ``n "`^ .'` ^ '.s'-.`' .i2+oo.``.` •' , ®s+oo �=�� ds o7�''^R "fF` �-' �wis a
a �
ter•. ® ®_� ..
.'— ----1L:_7,---- NV tj‘tlef
".•`". . Wt.
". • ry -�BwiM -�-
.. ^F'
r F
.R .
Ll-&'TA.25+25. s.
02^- '- —�91nn----BTm- g erI J.^`•.\ •���® ��. y
`^ m 6 9IM\ LD�
-Otte -^`•^.""% _ —� • / �� PARELS ®viz ��iri 7' 0
` � 1
er> l 54, PG 647 ^ az;`a' \Mill ��`L
EROSION CONTROL LEGENDAh' M -.... az.
L� W
/////
11111111r SPECIAL SEDIMENT CONTROL ,`•, `
'; FENCE 4, 111111%,.... r 4'.e7 d' la
BZt . �-
e- INLET PROTECTION ` . )
O O �' :"..";_____,;,.:.„...„. ., i ➢' } wij ROCK PIPE INLET SEDIMENT SUM} TRAP f ,!l1r ^ "••6Y _IAa,"" \ll "- - :. CHECK DAM ' - —\
ze
tZe
/ `, COIR FIBER WATTLE l
,® ^� SF SF SF SILT FENCE SS SS)
I TP TP TP TREE PROTECTION FENCE (SS)
s's 1 _-- ---------\
®p LD LD LIMITS OF DISTURBANCE _ rrr
•••••••• \ Sw, may_ ,
CONSTRUCTION ENTRANCE/EXIT '
' -
`. TOTAL DISTURBED AREA= 9.00 AC „, 100.- ''' \ ." ' 41114.111k
i „
(Thi ,s,7 2 illa lial ‘r*)--- ))) ?
a y
•�:. .PHIC m
60
4
e
, / i / _ ,AbillAIL - --. lAWINGS-NOT.RELEASED •I CONS - y u
" The John R.McAdams Company,Inc. DATE
GREENWAY'ENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuit CAROB
Charlotte, 28277 BUR no. ?���ESS%p PLAN
110
McALPINE CREEK PROJECT NO.
phone [phone] v Mecklenburg County - = FILENAME MEK18020-EC2.dwg E C 0
fax [phone] G R E E N W AY CHECKED BY JDM
042574
Park and Recreation DRAWN By GDB
license number:C-0293 e'a, •°
��N�_'�1y.° JOHNSTON ROAD TO NC 51 SCALE 1"=30'i 1"=6'
MCADAMS 9yat+D' " 7/19/ZZ DATE 07-19-2022
www.mcadamsco.com .............

EROSION CONTROL LEGEND
111111111, SPECIAL SEDIMENT CONTROL
l"v"-
/� FENCE
t ' INLET PROTECTION
;...r ROCK PIPE INLET SEDIMENT
TRAP
® F CHECK DAM
/\ `, COIR FIBER WATTLE
® ♦ \\ —SF—SF—SF— SILT FENCE
\ —TP—TP—LP— TREE PROTECTION FENCE
LD LD LIMITS OF DISTURBANCE
:•. CONSTRUCTION ENTRANCE/EXIT
of.
�1 plpl pliii` 111 • ..-. ..-•S•�0�••i�
I IIII11
/00tieliN
' \ ••TOTAL.DISTURBED AREA= 9.00 AC
. I
\ 0 N.\,, - ' 44Atz �� .� / N F/
tlQ11r PROPOSED 8'CONNECTION(-Y1-) h� /®
't ' SWIM (*( ) /
''III
�/III
i lc ,
'fir ..
i.- , . . „ SEE PUMP AROUND OPERATION DETAIL
(1 7 I(( / ''1.
O k A i 0 m m iii," -- �
N �`
/ iheirNftwm.„;000. ' c-':'"---lij"---ir- r---------_ ___--' ..- ''''') 0'7 11111k).1, 4- ,s------- 1 /
j __ 0-\ 1.'//11/4"1/ (
i _3_ c ��� �" tlf*.t*:/../ 7
/
e.
' /
- .•...•00-4
— ewe _..aiw ,,...._,„ ... .. .,__„„,. r --,...._ ..,,,,....___,... ._,..---,, ,,,, ,e,„,
,_.. . , Tht:„..,,,,, ,
41,4• , .. ..,,,,, 1 _•: . '---'---- ......-....." p /i/Vale'.9 //‘
Air NI 44*le "; //::- Q' N.S.4"-'71111k''''''''.%7.2-11- 7111.11 -:\174..L_Pufk S.1_D j/\ 4.144Alt4/./44,4ett7
.../Ii. =I .114 i (( a 0
,,c),7's ®� I, � I�� (ss)
T. 9�8. ass) p 901 14/
O s 1 A e9 ��� ad o a
ti s, o _� o
/,/f , 416?;''' /
§ N N.,. •A ,, :) V 11:2' /
_
u
3 ,I,, i ecr /,
I
I
r I I 91
NC-GRID-(NAG83)
F.
/r I a GRAPH30 SCALE15 so
4 ` 30 R.
e
a :�� I 90%DRAWINGS-NOT RELEASED FOR CONSTRUCTION
LI
The John R.McAdams Company,Inc. DATE
GREENWAYENGINEER HYDRAULIC ENGINEER
Suite 110 CLIENT REVISIONS PLAN INFORMATION EROSION CONTROL
3430 Toringdon Way CAROB
Charlotte,NC 28277 BUR NU. ?O�..E /O PLAN
M cA L P I N E CREEK PROJECT NO.MEK-18020
phone [phone] • ' Mecklenburg County - • = FILENAME MEK18020-EC2.dwg E
�_ 11
fax [phone] / G R E E N W AY CHECKED BY JDM
042574
Park and Recreation DRAWN BY GDB
license number:C-0293 e'a,e % Q;.'
pp•W���N�_'`�'1y. JOHNSTON ROAD TO NC-51 SCALE r'=3o'i r'=a'
MCADAMS ,,, lygM1 D• 719/22 DATE 07-19-2022
www.mcadamsco.com ...........

v �- ��q��o�\� ��oo��a\a' ��$� EROSION CONTROL LEGEND
. ,cS y 0
. ,„,,
,,, )__
d�j�, / /�� tia���"J� \ / // III FENCE
L SEDIMENT CONTROL
/ / �,JO��d aid � / � INLET PROTECTION
C0 ,14'',. T9 / WW
/ ^ d� \ / ROCK PIPE INLET SEDIMENT
/ ��'�5 / TRAP
e : / /
/ CHECK DAM
( ,,
, / / / ,
\ ® �, / / `� COIR FIBER WATTLE
\ / —SF—SF—SF— SILT FENCE
$ . / EEEXXXJJI / / —TP—TP—TR— TREE PROTECTION FENCE
o / , /. g \ LD LD LIMITS OF DISTURBANCE
CHARLOTTE SOUTH „ '4' /�
i 'RO E55IONAL CENTER
CONDOMINIUMS ,iQ `� / 3 p a a`�q�� � \ / / • •_ -.: �. CONSTRUCTION ENTRANCE/EXIT
� ��CEL 211-201 80/� «\_ � . / / '
/�,,00 _ / /r F / TOTAL DISTURBED AREA=9.00 AC
0.•044 + / .. 're,4 1:' '-146./false/alit Itity, P / ier gi � ze �`'�' 4,/, liPirN:iii4Y N, ��5 �"ANSMI5t N SFMfNT l l
„504.
SF
„�ROp do"-, r ym, A S� © � �p II /
ram %well- eV
/,,,,prit
\ � \--0808 \0. �� �j� /
2
'3M35 80) Al' ®�7 AIr.°' m
�'lh1/ PROPOSED 10'CONNECTION(- 3-)A, ao 7.....,,,..',714:404#1'
` 'F CS SF �� TEMPORARY STREAM CROSSING /
-
••,.../", 4) - .11°C V.//4 , 4. tiff • •
.z.c" ‘ lc -eir A VP---ea(i-:z //' 1 , ,4 4'4 ,.,//
;::„,,,,,
///:,,,,)
ippo, _A. .
'1\
Ali® �_
��® a (s ® TIE TO EXISTING
_ ,3,\s„, \N.
//,
.
rtisio„H„,-
Tpc3
a� �� \ �� w ° ' o� F Y3 1 O EXISTING
6
1
3� ...,. .O ` /1
4 st
• a
......• Z- , *' ik ss',',,s ,110,4" :
ir...P' /k_,,,,,s 4. , -,0oQ � ,� t/i#0 Jo
w1ft.14 �i
a/a U
C G CO `, /
iE KLENBUR COUNTY a'
•
•`
« ��', s �� �� ® �� M PARCEL 211 201 73 :� ��
:::::::. 1 44
•
•as .
a
� SF �l �' % DB PC-463 8 V � /
a ,
CI IP
vrm � � 23 \S io
a �e �o
e
,t OVAL
FW
/ <L FW • \� Q/? .\''' 4*t:
`a�-L1-STA.57+76.62
«•
«
•
«
•
`
�= Y3 STA. 10+00.00 �e-� ` • « e a ` — a � Al'
•
- eze ® rani' ��� 7.� � .
i
0
n \4 �� ?g zT STA. • Q A''.'..N.4
/.^�.
//��// J o Q
F, F
// / ( \ -- I' 454,,pNKEs
N.
P.
Y 04 O ° Swm CIT�F ARLOTTE \
" , o PARCEL 211 41 p2
3 1 �m swM DB 29285,P
1 \ - `F
a`� / 4� /
O / 2
` MECILENBURG CO NTY ��
PARCEL 211-201-45
•'«^«•\� I DB 5657, PG 489
\ \ w
8 « a
cCpif ?e / / -/ NC-GRID yAD83)\
`
i C
IP - /� / GRAPHIC 9 E so I 1 , ,,
a
Imch-30ft.
) ,
i ,�• __a / \ I /�� 90°/a DRAWINGS-NOT RELEASED FOR CONSTRUCTION
" The John R.McAdams Company,Inc. DATE
GREENWAY'ENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS "" PLAN INFORMATION EROSION CONTROL
3430 Toringdon WaySuite 110
CAROB
Charlotte,NC 28277 BUR no. 20�,'ESS/O PLAN
M cA L P I N E CREEK PROJECT NO.MEK-18020
phone [phone] , 'v Mecklenburg County - = FILENAME MEK18020-EC2.dwg E C
fax [phone] I G R E E N W AY CHECKED BY JDM
042574
Park and Recreation DRAWN By GDB
license number:C-0293 �4 •
p Q;•°
�, �IN�_'�1y.° JOHNSTON ROAD TO NC-51 SCALE r=30'/1"=6'
MCADAMS y' D` 7/19/22 DATE 07-19-2022
www.mcadamsco.com �•�•��

1 / TRAILHEAD CONSTRUCTION SEQUENCE EROSION CONTROL LEGEND
J I' �• : ' 1\ \ \ \ :I. , . , ' ';
{l 17 ENFORCEMENT NOTE I:FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN SPECIAL SEDIMENT CONTROL
ENFORCEMENT ACTIONS,INCLUDING BUT NOT LIMITED TO CIVIL PENALTIES,INJUNCTIVE RELIEF, '11111111I' FENCE
F 4i 97,H.I. - �� •,_F , •\\R CRIMINAL PENALTIES,AND PERMIT REVOCATION.ADDITIONALLY,OFF-SITE SEDIMENTATION
, \ N (11._ . ` DISCHARGE MAY RESULT IN RESTORATION REQUIREMENTS.
rOpipimmviiS',c,\*X !j ID INLET PROTECTION t' ` ,,, ENFORCEMENT NOTE 2:IF EXCESSIVE SEDIMENT IS LEAVING THE SITE,AREVISED SEDIMENTAND
WMIll EROSION CONTROL PLAN MAYBE REQUIRED,WITH ASSOCIATED REQUIREMENTS FOR
ADDITIONAL S&E MEASURES. ROCK PIPE INLET SEDIMENT
0 LIMITS OF SF F — tD $F DISTURBANCE(IYP) . THECONTRACTORSHALLDILIGENTLYANDCONTINUOUSLYMAINTAINALLEROSION
2, / CONTROL DEVICESANDSTRUCTURES.t------------- CHECK DAM
ALL AREAS THAT WILL GO UN WORKED FOR 7 DAYS OR MORE MUST BE STABILIZED
F (� • IMMEDIATELY.STABILIZATION STANDARDS SHOULD BE MAINTAINED THROUGHOUT THE
3 OU °'"- {U I�- \ \\U'`\ CONSTRUCTION PROCESS. `� COIR FIBER WATTLE
TRaw5Mt55t.N EASE *\ - . ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. —SF—SF—SF— SILT FENCE
/ ^ ` \V/ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL,THE U.S.DEPT.OF
o J r- EX.OVERHEAD OI I J/ I\�� / AGRICULTURE,AND DEVELOPMENT STANDARDS MANUAL.CALL FOR ON-SITE INSPECTION BY —TP—TP—TP— TREE PROTECTION FENCE
\ INSPECTOR.
1 D D LIMITS OF DISTURBANCE
_11.
✓ UTILITY O� 5�I A _ STAGE 1:
1. OBTAIN GRADING EROSION CONTROL PLAN APPROVAL FROM RD-C ES A ON-SITE
PERMIT
O 3 ! /♦ FROM NCDOT,AND OTHER APPLICABLE PERMITS AND KEEP HARD-COPIES POSTED ON-SITE.
((_,,I / /I'. 2. SETUPAN ON-SITE PRE-CONSTRUCTION CONFERENCE WITHTHE EROSION CONTROL �!••••••'.'•� CONSTRUCTION ENTRANCE/EXIT
II INSPECTOR FOR NCDEQ TO DISCUSS EROSION CONTROL MEASURES.FAILURE TO SCHEDULE •
\ SUCHCONFERENCE4BHOURSPRIORTOANYLRNDDISTURBINGACTIVITVISAVIOLATION\ \ �� . ANDDISTURBINGACTIVITYISAVIOLATION • •_ - • . .O (/i I OFCHAPTER17OFTHECITYCODEANDISSUBJECTTOFINE. •�'v'AO
II
1 3. UPON APPROVAL FROM INSPECTOR,INSTALLTHE TEMPORARY CONSTRUCTION ENTRANCE
/7 TEMPORARY SILT FENCE \ �� - /�,I � AND ASSOCIATED MEASURES PER CONSTRUCTION DRAWINGS AND NCDEQSTANDARDS. ••TOTALDISTURBED AREA=9.00 AC
PER DETAIL(TYP) J q. INSTALLTREE PROTECTION FENCING ALONG THE LIMITS OF DISTURBANCE AS SHOWN
/ CLEARING ONLYAS NECESSARY TO INSTALLTHESE DEVICES ip♦ 5. INSTALL PERIMETER MEASURES INCLUDING,BUT NOT LIMITEDTO,SILT FENCE AND SILT
\ilk
FENCE OUTLETS CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES CONTRACTOR
- \ TO INSTALLADDITIONALSTONE SILT FENCE OUTLETS AS REQUIRED AROUND THE SITE
SEDIMENT TRAP-B • H, PERIMETER TO RELIEVE PRESSURE FROM THE SILT FENCE AS DIRECTED BYTHE INSPECTOR
/ BOT OR ASA RESULT OF CONSTRUCTION CONDITIONS.
TOP.536.5 i` ` � ��REFER TO DETAIL 6. INSTALLCLEAN WATER BYPASS DITCHES TO DIVERTOFFSITE WATER AROUND PROPOSED
FOR ROCK WEIR DEVELOPMENTAREA.
• ,\ a� 7. CLEAR AREA REQUIRED TO INSTALL THE PROPOSED SEDIMENT TRAPS.
' 8. INSTALLTHE TRAPS SIN ARE FEATURESINCLUDINGTHE
\\L/ �. ROCK WEIR.THE EXCAVATED MATERIAL FROM THE BASIN AREA WILL BE STOCKPILED NEAR
'� EACH TRAP ANDTHE PROPER PROTECTION MEASURES AROUND EACH STOCKPILE-� I TEMPORARY ROCK 9. INSTALL THE TEMPORARY DIVERSIONS SHOWN ON THESE PLANS AND PROVIDE THE
,T. ` I{ CHECK DAM.(TYP.) NECESSARY CHECK DAMS AS SHOWN.
\\'
TEMPORARY SILT FENCE STAGE 2:
OUTLET PER DETAIL l\/(TIP.) ly 1CLEANWATER BYPASS W/SILT10.MWHEN AYMEO INSPECTOR THEGRADING PERMITAS THAT WIING AND GRUBBINGGROUND STABILIZATION
U � � MAY BEGIN.LIMIT CLEARING AND GRUBBING OF SITE TO AREAS THAT WILL BE MASS
FENCE ON PROJECT SIDEGRADED WHENEVER POSSIBLE,EXISTING VEGETATION SHALL REMAIN IN-PLACE TOSTABILIZATION STABILIZATION TIME
(LINED WITH SOD,REFER TO SITE AREA DESCRIPTION
\ \ TEMPORARY DIVERSION \ DETAIL) PREVENT EROSION OF SITETIME FRAME FMME E%CEPTIONS
ODITCH/BERM.(TYP.) ' J 11. CONTRACTOR TO BEGIN INSTALLATION OF PARKING LOT,TURN LANE,AND UTILITIES AS PERIMETER DIKES,
> r // ♦ CONSTRUCTION ALLOWS. SWALES,DITCHES AND 7DAY5 NONE
C /I'( J.v4, III T 12. MAINTAIN AND ADJUST ALL E&SC MEASURES AS GRADING&CONSTRUCTION PROGRESSES. SLOPES
* F 13. CONTRACTOR IS TO COORDINATE CRANE PLACEMENT AND E&SC MEASURES.IF HIGH QUALITY WATER
r
1
`{. \ �� PROPERTY LINE(TYP.) CONTRIBUTING DRAINAGE AREA TO SEDIMENT TRAP AIS NOT STABILIZED,CONTRACTOR TO (HOW)ZONES 7DAY5 NONE
Nk CONSULT WITH INSPECTOR IN THE FIELD TO DETERMINE IF TEMPORARY PIPE TO GET
RUNOFF TO SEDIMENT TRAP 15 NECESSARY. IF SLOPES ARE 10'OR LESS
14.STABILIZE AS AREAS ARE BROUGHT TO FINAL GRADE. SLOPES STEEPER THAN IN LENGTH AND ARE NOT
3:1 7DAY5 STEEPER THAN Z:1,14
)I O I �� 15. SEDIMENT TRAPS ARE TO REMAIN UNTIL THE CONTRIBUTING DRAINAGE AREAS HAVE BEEN DAYS ARE ALLOWED
> !'''.'. 1 I� STABILIZED.THE CONTRACTOR SHALL CONTACT THE INSPECTOR TO DETERMINE IF THE
1
t.�Q TRAPS CAN BE FILLED IN AND BROUGHT TO FINAL GRADE.UPON APPROVAL THE 7-DAYS FOR SLOPES
\ 'I4 7 �I l * CONTRACTOR SHALL FILL IN THE SEDIMENT TRAPS AND STABILIZE THE AREA. SLOPES 2'1 OR FLATTER 14 DAYS GREATER THAN 50 FEET IN
. 1 16.WHEN VEGETATION IS ESTABLISHED,CALL FOR SITE INSPECTION,IF THE SITE IS APPROVED LENGTH
\ , \ 1 \ � e�l THE CONTRACTOR MAY REMOVE THE IN-PLACE E&SC MEASURES. ALL OTHER AREAS WITH NONE(EXCEPT FOR
t EX.OVERHEAD � � SLOPES FLATTER THAN 14 DAYS PERIMETERS AND HQW
`` I UTILITY II q;l ZONES)
\�MCALPI\ C[LKU ( J:
�REEK, I' C
- .• `i_„ ,' 1
p N
'' t / /
1VV �o o
\ tili \ IC ''
I :itr -7- Illiir41 ''' •
E CONTRACTOR TO COORDINATE
CRANE CROSSING FOR BRIDGE L ��
ET INSTALLATION.DIVERSION DITCH
MRAI HAVE TO BE PIPED IF
F DRAINAGE AREA IS NOT • ! ` I-
9TaBILIZED \
\ SEDIMENT\\�TRAP-A i T ).pts
`�\ O \BOTTOM:532.0 \ \\TOP:536.5�i IREFER TO DETAIL •� •• �� � CLEANWATER BYPASS w/SILT
FOR ROCKI WEIR -I<O. 'I) / �i+• �FaR1� \ ~ (LINED WITH SOD CREFER TO
w _ SI (I 46
_ b i I{�(�•iCl1 ` `� O DETAIL)
m �/ IN.
TEMPORARY SILT FENCE � �II �$•;•• \ EX.RIGHT OF WAY(TYP.)
Y OUTLET PER DETAIL • H``c`//
£ ( i l /\ �-FO x® 1.
♦t.\ !{• Olt -n TEMPORgRY\INLET �_ _
o `TEMPORARY SILT FENCE - ��� ♦{ .4. •` FD PROTECTION(TYP.) FO— g _
,. \PER DETAIL SILT,
I 1 I \ {•, ` d _€C_ rU _FU
u (\ TEMPORARY DIVERSION z, 1 ,• \'•,�•{•' `� E/GUYEWIREOLE— n
N DITCH/BERM (rvP) ` I{•i•.\ • �/
A�1�� E' ,.. S. w
pips TEMPORARY'ROCK _ ,1 J. { • _ C,
tl s ,_ r'�llf CHECK DAM.(TYP.) __"��9 M\.fl / x i �I _ __ �� _ _ �
° �� LD EXISTING BACK11
w 1 \ \ uo EX STORM DRAIN(TYP.) \ciWal �-�- ,• D LD VIR� TEMPORARY INLET
OF CURB
__ v v v II� PROTECTION ON INLET
(rvP.) EX POWER TEMPORARY CONSTRUCTION C PROTECTION(rvP.) LIMITS OF
'v
000
RARY
N A __ _ ____ ; I w/GUY 1MREOLE ENTRANCE CONTRACTOR TO / DISTURBANCE( ) ® NC-GRIU-(NAD83)
P.
•
m Al_� AVOID ENTRANCE ON TOP OF �A� GRAPHIC SCALE
EX SEWER MANHOLE DR ILLE MA WS ROAD
4 I 1. I CATCH BASIN) ,W PINEY TTHE
I „ 3o qo
1 ,
I�
cxo
„ IIIIA
�. VARIABLE WIDTH FUBLIC RIGHT OF WAY I inch=soft.
E
�� JRaI
90°/3 DRAWINGS-NOT RELEASED FOR CONSTRUCTION
a " I The John R.McAdams Company,Inc. DATE GREENWAY'ENGINEER HYDRAULIC ENGINEER
CLIENT REVISIONS "" PLAN INFORMATION EROSION CONTROL
3430 Toringdon Way . i CAROB
Charlotte,110
28277 BUR ND. 2�•••E �� •
PLAN)
NI cA L P I N E CREEK PROJECT NO.MEK-18020
phone [phone] 0 Mecklenburg County = FILENAME MEK18020-EC2.dwg
fax [phone] r G R E E N W AY CHECKED BY JDM
_ 042574
Park and Recreation E c_ 1 3
DIsawN By GDB
license number:C-0293 e'a, %E Q7 C
��N�'�1y.° JOHNSTON ROAD TO NC-51 SCALE 1"=30'/1"=6'
MCADAMS '4w D• "7119122 DATE 07-19-2022
www.mcadamsco.com ��TFFI