SW3160501_APPROVED PLANS_20160706

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Ou/�1��7Q�D
YYYYMMDD

0,10 r`U 1 )
THE PROPERTY MAY 6E SUBJECT TO ANY EASDMIT I A1D/00 RIGHTS-OF-WhY
SET 04 SEEM AT ALL CORNERS UNLESS OTHERWISE NOTED.
AREAS COMPUTED 9Y COORDINATE METHOD.
UNAD.6 $= RATIO OF PROD": 1:77.011
COUNTY OF CABARRU$, NCIM
PARCEL D 35447207
SUBJECT TRACT ADDRESS: 1372E BILL MCGEE W
08 8528 PO 313
SUBJECT TAX PARCEL: 66417207380000
PARCEL 1
zoFI1D: a
MCGs ORDCOORDSHOW MOMUNIENT •'ND' \ W
HAD 63
E+-93051CAROLINA 1 �\
0,103.t0 W� \
380OW tx+a9a9es3tS
SUBJECT TRACT DEED REFERENCE: D8 S524 PC 313
DEED + #156.4 ash;
LOT A + *40.6 aelw
THE NCCB lES WERE EStASUiED BY tIS910 A
RAILROAD NORTH OF TRACK L #2.6 aces
LOCA SYSTEM 50 CPS. STATIC OOMVAT06
NEW �D R/W - t1.4 acres
PROCESSED BY OARS P"Mis is USER SERVICE (OPUS)
REMAINING + t111.8 acres
SUBJECT TRACT ZOtE'D: 0 (GENERAL INDUSTRIAL)
ZONING 8001A�lilk
THE wow oxime smAcK LINE AND YARDS. A9 SHOWN
KNIM0
ON THIS PLAT. ARE. ONLY INTENDED TO REFLECT WM
WOW SETBACK FRONT.76'
SETBACKS AND YANG IMPOSED BY THE ZONING CRIYEIMA
MINIMUM SETBACK SDE+JO'
FOR 719S PROJECT NOT PROPOSED TO CREATE ANY
LNH6MUM BETBAOL pEAR+30'
ADDITIONAL IN AND OF 7HCMSELVES MEOW
MAXIMUM &Ie.G11h NEMT-w
WOULD CONFLICT WAIN SAID ZONING ORIIMA.
DO � OM
�
. SNSTNtY SEWER MM INDUt
800K
PPoO + :"N'
tl
+ SEWER CLEAN OUT
NODS .Nam CARmm GEpDEKC SURWY
OF + CQM&IED GRD FACTOR
. NIV7ER VALVE
SSW + 9A18TARY SEWER MAIeIOE
�
. WMER METER
u + UTILITLIGHT POLE
. FIRE RYORANT
{) . LIGHT POJt
. CAS VALVE
®+ NCBS MONIRENT
.-_.Ja_.....__..,__...f . 11100 !
0 + Mow"TAIION
ss- + SERER
LIE
LINE
LNpSCAPE SUFFERS AND PLANTING STBP �ENA ARE
ESTABLISHED FROM THE CABItlONS COUNTY OROIMAAM i
THE REWOEYENTS ARE NOT PROPOSED TO pLEATE ANY /
ADDIKOMALC710NS w �AA1HEM9EL YASGH WOADTERI
yy/
004 TabM
Cleve !
Radius
LatgOF
Chad 0►Mke
Chard L-911h
Ct
2200.40'
f06.7t
SMW34-E
1a0.76'
C2.
1200.W
106.0s'
461101331E
100.05'
C3-
1614.0S
10244'
SWS72rE
192.33'
04
4050.26'
179.a4'
NBeD749'E
179.or
CIO
70.OW
251.71"
S27W'42i:
136.40'
Ctt
30.00'
27.82'
N7s2a'o7'E
26.63'
C12_
370.0C
MOW
S31U'3n
823.0T'
C13
70.00'
9aAr
SM-57.03-E
IM,21'
Cie
30.00'
27.62'
950ZY04'E
2"IS
CB
43MW
e76.Or
S31.80'3PE
607.Sr
Cure Table
Corm !
Radius
Leath
owd Ol wdm
Chad Le9at
C16
205,W
56.46'
S513-42-W
66.n.
C17
470.00'
14.7r
SM'18'E
14.74'
CIS
530.00'
21.14'
S31"'E
21.14'
C19
311.00'
244.32'
S20'21rieW
238.09'
C20
250.06'
196.Or
S20'3061w
lot."
C21
311.00'
24&W
N2070'S3'E
257W
C22
250.00'
198.40'
N20'26'16"E
191.30'
C23
470.00'
10.75'
WMWJ6'w
14.75'
C24
5X00'
16.42'
N3R54rW
1Ler
C28
2S6.O1y
71.70
N6'13'42'E
71.46'
\ CHARLES S. J ONES AND
MARLENE P.
� DO 746 PC 66
'NI 1
40
LagQ,
�k \ �Nias?s
66
Do
\ � I /tYrd-'' / � /�zo\L \ ^'
RESAR
J F./"`� f) 0 Its t/ i '� ' / \ i "�j
/r, \ \�
BILL MOM ROAD
T
N
L / vH wTY MAP
1, certify that this plot
was awn n er my atNpervision from on
actual survey made under my supenNion
(deed description recorded In Book 8528.-
Page 313 , etc.) and (Mop Book --- ,
Page _.} that the boundaries not Surveyed
we diary Indicated as drown from information
found in Book =, Pogo that the ratio
of Precision as odauloted 1: •77-011 that
this plot wds prepared in aecOtdanoe with
G.S. 47-30 as amended. Witness my
signature. registration number and sod this
2 day of MAY A.D., 2016 .
60' PUBLIC RH NT OF MAY
1.�2.aap IN R/YI // \ \ Y� CAgO
-..;; (NORTH CF RAILROAD R/W)' / MOM BROTHER CO.. INC \ P� C
h r\ j / MSSr DO ioroE0.�a138 \ \ aof SS / y9
COH9LCT WWTH ZONING MAD � / , \ SEAT.
PRELIMINARY PLAT APPROVAL 4111AG / / �fu �'' '� \ �jL / #. 49&1160 �E. `-- / // \ \ r L-3180 p
I1N.L MCOEE caw • 211a LIFEAR PT / tdf ^'16; / '\ / CF+0.99MM13 ba "� PLs NX:RT9Y tb ONE OR MORE of THE FaLLOWWNs
/ AS RmFCA�ED su Mai
/ is \ �c' o
d0101 DA Ail /�. / •�� d tCPJr - ." / a. L1HAtAND THIS PLAT 16 A SUF A THAT dOR W A SUBOMBHA OF \ 't RY BtLO
06 1347 PO tt4�- O' / LUNG 1MUi0N THE AREA OF A COUNTY OR MUNR]PALITY THAT HAS \
Surve
Registration Number
pe S7 PC So
AN OkDINANCE THAT REGULATES PARCELS OF LAND: \ \
ZON25
L�T; wit / / � / �{. � � '1 1,1 '� C14 / � iP � \` / / _ a THAT THUS PLAT 15 OF A SURVEY THAT IS LOCATED 94 SUCH \
/ �� t'+ =11 OF A COUNIT OR MUNICIPALITY THAT Is UNEWLATED A4 \
e '� LOT A 1t., c' dr / c^\ / int \
/ 1.��4!sq. flL
\� ` ` / / - LSE) 1D AN aRGNARaE THHAT Rt0UlA7ES PARCELS OF LAND; \ t`AIRfTY OF CAMIOWB.
acm CIO
Ak
LINE PER
1177126N
NUAN°vs
1LOT
2ZGH
(OSWOM)
e�
H IE SMINDARY
� ro
300 AND PB 17 Pp 00
OBSWh0313
f 9pp 111�AR
r JP96 9p \ /
w lop
/ y1
pe17 PaLINE w
as an P00 3t3 __-
Ler Table
lM.!
Direction
L4FgU
L2
561.46'34'E
124.21'
La
s7TSS16"E
ef.ew
L4
560RW40'E
66.w1'
L5
Ma-A-5'E
70.7a
L6-
S7e'3p311E
1&OV
L1
S4O'WIS"E
103.W
is
Se8'01'86'E
Sue
L6
S5414'01'E
N16.06'
LID
S12S8'46'W
f W
L11
N1nt,150E
14.04'
Lt2
M42'a0'-WE
24.26'
L13
N4"ZSr'E
40.65
L14
NXIMIN 'W
S OO'
L15
$66'DO'41'w
'%_w
LIS
sara'4rw
t00.20'
L17
S891617'W1
6e.74'
LIS
SD'44'431E
30.00'
LIS
S5='36'E
N)6.54'
L20
S421f83B'w
44.W
L21
912l8'45'W
14.W
\
\ 4 NOTE
1 (SEE SHEET 2)
Line Table
LIAR !
DIeOUan
Long"
L22
S12W4S'W
1L24'
US
5470na*E
OY.6r
1.27
9n91.1YE
53.36'
IN
N7T0115'W
4340'
L29
SnV1'15'E
43.44'
L50
SPW39'w
3LIV
LW
S09'40'4n
30.16'
L52
M111"S'42'W
loc?r
Lai
w"'wW
72.4r
l84
309011001E
07.38'
Lab
SlM1W42'E
105.69'
L66
5C390D1
306W
NOTE
-/ (SEE SHEET 2)
0.01
w PL \
/El
i
DEDICATED
aF WAY RAILROAD
CABARRUs CONTY /
2.58E aaae / i
NOTE
(SEE SHEET 2)
'1
\ v
l
N1(2S UNO
200.10' (TOTAL) ,� /
Hof A# FDULo NREBAR
nif4s'F1 \ MOM CAROLNA
tolko0' (TOTAL). _ a THAT PLAT IS OF A SURVEY OF AN EXtft PARCEL OR ..,1 DB 0525 PO 313
• PARCEL 2
_ d. THAT THIS PLAT IS OF A. SURVEY OF ANODR,M CATEGORY, SUCH AS
THE RECOMBINATION OF tf0S11NG PARCELS, A OOURT-ONDOED
SURVEY OR OWNER EXCEPTION TO THE DEFR611ON OF SUBOVISION; \
_ a THAT 1K INFORMATION AVAILASUE TO THIS SURVEYOR IS SUCH \ \
THAt I AM UNABLE TO MAKE A DETERMNAVION. TO 71E BEST OF \
MMPRPROFESSIONAL ABILITY AS TO PROVAIGNS IN (a) THROUGH (d) \ \ I
\ \ I
a It
KILTPLAN ON
AND to � ' ° ' \ \
1HER 51TE9 S
LINESTHE COUNTY. 6
rlrz
yp W/CAP <- ^ - LNy�� 8iBOM810N ADEOFNSTRA/OR t) CABARRUS HEIEBY
AL PUTT- ff .71E 9LIBDIM20HIMHI ENTITLED
j�dSss�a -' ! 7- f DIN TF[ pAr aF l dl`(reGj,./;�„ Eats
g��i &wo . Chi' rAb
NdLiE BROWNER Col. MC.
08 1870 PO 22811
ZONED. TRACTYID
PO
DEDICATED RAILROAD
RIGHT OF MY
MCGEE BRO
2,484 ace /
CtRTRCATE OF OWNERSHIP AND O®M10k
KW O CWWY THAT K*1 ARE THE OWNER(S OF '
PROPERTY iHOYw AN,
INPLAN ON
M exam LEES.
D 074M SUES TO
WY THE LINES A9
OF CARAMM COUNTY.
MCOEE BROTHER CO., INC.
\ 08 1870 PO 277
TRACT 1
ZONED: a
F
C0/11`10AIE OF OWNERSHIP AND DEWARO1k
CQ"WHOVTE OF WATER AND SEWER Od0,11=0N FEE PAYMENT: -SH�fT
1- ..., .,..- ...........
FQRESITE
THIS ORAWING IS THE.
ENGINEE'"G
PROPERTY OF FORESITE
fptNO 4�
ENGINEERING AND LAND
do SURVEYING SURI&YING AND IS NOT TO
A
BE REPRODUCED OR COPIED
� C-y.9
5950 Fairview Road
IN WHOLE OR PART. IT IS
Suits 100
NOT TO BE USED ON ANY
Charlotte, NC 28210
OTHER PROJECT AND IS TO
(7 ) 553-6171
UPON
(7W) $33-8860 Fax
RE� .
200 0 too
GRAPHIC SCALE
( IN FELT )
1 inch = 200 ft.
CERTIFICATE Of ROAD APPROVAL OF SIREFTS AND STREET DRAINAGE PANS:
DEPARTMENT OF TRAN6PORTA110M
DIVISION OF HIGHWAYS
cOH DoN STANDARD �ta1CAlD1j,
OQ118!!
FLOOD CERTFICAIE
I CERTIFY THAT THE SALIMT TRACT IS ORAPIOCALLY
LOCATED IN 'OHpt AREAS. ZONE )1 AS DEISM INED BY
THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMErNFEDERAL ATf
FEDERAL EMERGENCY MANSHOWN 1b WAS4CY FLOOD 11E
INSURANCE (LATE MAP CO04UHI7Y PAtEL NUMBER
37105.54401IJ AND 3710554300K DATED NOVEIAM % 2ODL
oWNtR:
BS CHURCHST S
P.O. BOX 707
C04COM. Mc 2,8=
20-2000
OWNER:
MCGEE BROKERS CO. wC
4608 CARRNLER ROAD
MOHROE. NC MO
[phone]
CONTACT INFORMATION
C Wary Brodu, PLS N
Phone
0) U W y
Zzz
LU Q z UjZ
0 ()
FINAL FLAT SUBDIVIDING CABARRUS vROJEcr No.
COUNTY PROPERTY DB 8528 PG 313 t1B 1
PARCEL 1. CREATING LOT A AND scAtE
DEDI4AMG RILL MCGEE ROAD RIGHT
OF WAY 6
OWNSRI COUNTY OF CABARRUB•' NORTH oRAwN Br
LOCAT H IN No. 10 TOWNSHIP DECKED SY
CABARRUS NORTH CAROLINNA� • DATE OF SUR EY:
CLIENT: ORAWNNG NO.
1
:/"" INTERTAPE POLYMER -+IAND
WK
100 t-RM.dp .
GROUP
100 PARAMOUNT DRM. SUM 300
SARASOTA, PWRIDA 3423E SLEET 1 OF A

Lai F. am
DS 1141 PO 307
TAT 34 1�
�r !�-ss---ss_� Ss~_-ss----_-------------- ------
_ _ _ COUN
ARR�g
/ � ` .� PARCEI. N) 5.$!4'7207390000 A
DS 8528 PC 313
PARCEL 1
r / ZONED: 0
-
i s-�''� / y / t� BANK
s, _ -"�-
TOP a J SETA
/
�T u j� ~ON Cilitis BIIF) 1TERow Op
Top of BANK
r -
a ,,._..
6( LOVE
-�------ �, _-----! 75' LANDSCAPE BUFFE7RYARD ell/ ADJACENT TO INDUSTRIAL/INSTITUTIONAL)
(SEE NOTES)
LOSE /J
SM PC 313
/
?10gp•1_'
/
� M
zONEm / /
/
/
p t@y
1
gQ yn
Sam LOU F. �6p1
DB'B11 PC
I i
So
Pe ZOMPC
I 1
!
RXND r4
RE1tAR
1
/
f
C !
now s nONrn cAnu " Ycwerw amp
CF H. COMBINED D6D FACIIUR
SSW - SANTARY SEWERR MANNO E
10.,. - UTUTY POLE
0 - LIGHT POLE
p . NOBS MONUMENT
y0� . SANITARY SEWER MANHOLE
CJ - SEVEN CLEAN OUT
IN - WATER VALVE
�+] - WATER METER
FRE HYDRANT
- GAS VALVE
WATER Ulf
SEWER LINE
�78''ps_ ! APPROAMATE INARRY LWETLANDS AND BUFFERS
OCATION OF
?+'�, THE ARMY CORPS OF ENGINEERS HAS
NOT REVIEWED THE OELINEATION.
TDD' LANDSCAPE BUFF
[\(SEE
,UW PEW-(ADJACENTNOFTfE31
*jBI N '
29. a4ft
®AR 04 1 F2 M tA71
TOO
oB 66Zs Ps 303 FOUND 1!<•�' ,r`�� WAG NALB
1A77'`^ � W
277J1r (tpT
LAN Tow4
LAN /
DA4a1wn
Length
L2
SS1Y6'34'E I
IM21'
L3
S7r5rl "E
57.BS
L4
SQD W40`E
Alt'
LS
NB22855'E
79.74'
L9
S7S35.31'E
15SW
L7
540^J319'E
IO&W
to
's56'S1'56'E
BSNM'
0
1IM14'01'E
9d0B'
LID
912`301
12-V
Lit
141230`45'9
14.04'
Lt2
144rW39'E
24.2r
L13
N492Y5N%
891
L14
14316'16'W
MOO'
LI5
SWW41'W
36.31r
LI6
66r49'46'W
100.26'
L17
sB64F17'N
56.74'
LIS
SO'44'43'E
30.00'
L19
S5321'3E'E
60.54
l20
S427S39'W
24.25'
L21
jS1ZW41r.Wj
14%'
the 74660
Llne r
DAe41Mn
Length
L22
S12W4"
12.26'
L29
847`00`1111
WSW
L27
977o1'15
43.36'
L26
N77W'IWV
43.40'
L 29
43.44'
L50
3219'
L81
pKFW4V42W
30.16'
L52
104.72'
L53
72.45'L54
67.35'
l35
S69.4S'43t
IOS69'
L56
So'J9'OSW
13ow
NOTES:
THE PROPERTY MAY 9E SUBJECT TO ANY E%SEMElIT3 ANO/Olt IMT$-OF-WAY.
SET N REBAR Air ALL coRNERS UNLESS oT EII NOTED.
AREAS COMPUTED BY OOORpMA'IE METHOD.
UNADJUSTED RATIO OF PRECISION: 1:71.011
SLAJECT TRACT ADDRESS: 13722 SOL MC EE RQ
SUBJECT TAX PARCEL: 55"7207390000
Jl ,r a
LOT A
1.788,282 sq. ft.
40.594 acres
�1
1 I I
,
APPROWMATE LOCATION OF
PREUNRNARY WETLANDS AND BUFFERS. �)
THE ARMY CORPS OF ENGINEERS HAS
NOT REVIEWED THE DELINEATION.
,
OV
Yew
CI !
Ruaw
Length
Chard OMNbn
chord Length
Cl
2201
105.7r
S7810I
106.76'
C2
1200.60'
101
SB/16'33t
106.05'
C3
161
1SZW
SWW'"t
192.33'
C4
4060 M
179AW
NB"W49t
179.63'
CIO
701
251.71'
S27174'52t
136,401
C11
3a00'
27.Sr
ICA29•DrE
16.63'
C12
370.00'
S60.64'
S31SC37t
523.01'
C13 '
7aar
119A2'
S63SrO3'E
90.21'
C14
30.ar
27.62'
S5G24'0►t
29.or
CIS
430.00'
675.OT
S3lW37t
607.6Y
SUBJECT TRACT DEED REFERENCE 06 1526 PC 313 `
TIE NOZr COOIIOBLAIES WERE ESTAL9J9lIED BY USING; A /r / ` LI AppRppyATE LOCATION OF
LOCO SYb1EM 500 CPS, STAiN: OBSFRVA71lN3 U PRELIMINARY WETLANDS AND
PRaLE$$Ep
BY ONLINE POSITIONING USER SERVICE (OPU* i r THE ARMY CORPS OF ENGINEERS HAS
SUBJECT TRACT ZONED- CL (GENERAL 610USTPoAL) NOT REVIEWED THE DELINEATION.
' j i
RYARD rt 3d,
ENTIAL) /
y r
01BaWDANCY BET b21 P6 \ \
3D6 AND PB 17 PO N `� \
\
FOREJSTE
THIS DRAWING IS THE
ENGINEERING
PROPERTYNDLA
ENN G ALAND
dt SUR\;"NG SURVEYING AND IS NOT TO
BE REPRODUCED OR COPIED
5950 Fohvtow Rood
IN WHOLE OR PART. IT IS
Suits 100
ChaHotte, NC 28210
NOT TO BE USED ON ANY
OTHER PROJECT AND IS TO
[phone]
BE RETURNED UPON
(704) 553-ONO Fax
REQUEST.
'ter
4P
t - C-2390
m
O�
GRAPHIC SCALE
( IN FRET )
I inch = 100 it.
CL T061e
Cure r
Roffin
Length
Chad DI
Chard Length
CIS
205.01Y
55.4W
SS1742'W
55.26'
C17
470.00'
14.74'
s325'16t
14.74'
Cis
MOO'
21.14•
S31tl351'E
21.14,
CIO
311.00'
244.32'
3202570'W
238,09'
C20
250.00'
196.ar
3207d53'w
191.04'
C21
311.00•
124&W
M20-MM
237.IW
C22
25a00'
196.40•
N20'2S1Bt
191.36'
C23
47D.ar
16.75'
N310'3SIY
18.7w
C24
530.00'
14.E2'
N32Virl!
16.42'
C25
2611
71.70'
N513'42t
71.40'
AT3tR"`-�Ic Opt
� 5lod
FILED May 09, 2016 12:24 Pm
FILED
BOOK 00071
CABARRUS
PAGE 0001 THW 0001
COUNTY NC
INSTRUMENTS 11037
WAYNE NIXON
EXCISE TAX SO.00
REGISTER
OF C)EEDS
Now
�
Ard
FLOW PER11FICATE
i EERIPY THAT THE SUBJECT TRACT IS ORAPNICALY
0 LOCATED IN 'OTHER AREAS ZONE 1C AS DETERNNED 6Y
111E DEPARTMENT GF'HOUSING AND URBAN DEVELOPMENT/
FEDERAL INSURANCE ADWROSTRATIOIN AS SHOW DN THE
MANAGEMENT AGENCY FLOOD
N"ALANCE R EMERGENCY
AP COMMUNITY PANEL NUMBER
3710554400J AND 37105543WK DATED NOVEMBER $ 2001,
,IPV,,J, CAIF04
a SEAL YYY
L-3180 �p
1b J�
T
MONUMENTHCOS OMO AW NAW-7ra . v St E I-,
HAD 61/2U11
EE-155550,1103.110
CF-0.9088S3U
- -�� 14L9eTl' MAP
/ (NOT TO SCALE,'
Y
----Top OF B NK -'- -
/ 3ET #4 REBM
/ NCOE 0: COORDS
/ MAO 83/2011
N-542,496.16
E-1,- 796.40 �
Cf-0.99965313
�kC1P1}1°cryR 9Y C14 Cam
WA
� � �,+ �TSd'E � tO' � �� R�►7
t00.t11 0
7F3S \
r �\
BUFFERS
� l
OE
R
I
S�gpCK AAlLO/D R
OF OF Ty �gCF.tfDIw
2.
MCGEE BROTHER CO.. II
DO 1870 PG 277
TRACT 1
ZONED: GI
FINAL PLAT SUBDIVIDING CAHARRUS PROJECT NO.
COUNTY PROPERTY DB 8588 PG 313 11a7'0
PARCEL 1. CREATING TAT A AND SCALE
DEDICATING BILL. MCGEE ROAD RIGHT � - 1
OF RAY DATE
OvM: COUNTY OF CABARRUS NORTH DRAWN BY
i we. [UM9i4� PA NP new
I No. 10 TOWNSHIP I 0I BY '
COUNTY ie1c OF sURv
CLIENT: DRAWING Fa.
INTERTAPE POLYMER 19,,`
Wn-RM.d.9
GROUP
100 PARAMOUNT DRIVE. SUPPE 300
SARASOTA, III 34232 I SHEET 2 OF A

K I!
C(r
vY � � n•
�Yd � �sl P•
I•
��yAT
i' 1OSgc><
/
LOT A /
1,788,282 sq. R /
40.594 acres /
r 0��
C'Tp�
MICOEB BROTHER CO., MSC.
08 1570 PG 277
TRACT 1
ZONED: GI
R RIGHT OF IMT
,e DEED BOOK
'.PB a PLAT BOOR
PG - PAGE
.NCOS - NORTH CAROtHA'GEODEIc SUm
CF . COIIBIFD GRb FACTgt
iSSMH .SANITARY SERER MANHOLE
q0.. . UTIUIY POLE
# . LIGHT PALE
® r NCCB mmmmT
Q5 r SANITARY SERER MANHOLE
r SERER CLEAN OUT
Ded WATER VALVE
®. - WATER METER
FIRE HVORART
. GAS VALVE
WATER LINE
......5S . SERER LINE
• ,a MONUMENTA71011
PT . PONT
THE PROPERTY MAY BE S SJM TO ANY EASEMENTS AND/OR RIONTS-br-WAY.
SET }4 Rf:BAR AT AL CORNER'S UNLESS OTHERWISE NOTED.
AREAS COMPI TED BY 0001101MA4E METNOo.
HMAOJUSM RATIO OF PRECI961e 1:77.011
/ SUBJECT TRACT ADDRESS 13722 BILL MCOEE RD
/ SUBJECT TAX PARCEL; 55447201390000
/ SUBJECt TRACT DEED REFERENCE: DO SM PO 313
ST25W46'W THE N65 GOOR50HA7E,i MERE ESTABLISHED BY USNG A
40gDo (10TAL) LFICA SYSIEN 600 GPS STATIC OBSERVATIONS
p / PROCESSED BY m&m POsvdmc USER SERVICE (41PU3)
p 9UB.ECT TRACT ZONED.a (GENERAL 01WSMAL)
LIDIm 1MOGD: BROTHER f� a4G
DB 162E PO 131
he ZONED: GI
FIRE HYDRANT
�EASEMENT
SET'
CON(xtElE
MAIL
( Ron
DD (TOTAL)
Ilk 4`tlez-
Cit.� FAZE HYDRANT
s`1, st,�\ Lz Riyj EASEMENT
/¢
�¢
4(�
aft
Lin. TWO -
LAw S
Obectlan
Lomp
L2
S61yW3eE
124.21'
L3
S77SY,6'E
57.69'
L4
S6ff2W40'E
6S.t1'
La
Nd27r5S'E
79.74'
La
SATM WE
156.OY
L7
S40.33'13'E
103.60'
L
SA5'56'E
t
S641r01'E
6gOW
LIO
Si256'45'W
12W
Lit
425845E
14.9r
N4ZW39'E
24.26'
L13
1449221117E
M.GS
L14
N35W16'W
3D.OW
LIS
S*00'41-W
39.36'
U6
S67.4W46'W
,OD.20'
L17
S"1517^W
36.7r
l,a
U9
L20
A$br-W4WlrI4,9W
LYl
F4ES'TE
IGINEERING
IkS DRAMANG IS THE
PROPERTY E
ENGINEERING AND LAND
SUR ♦G I ING SURVEYING AND IS NOT TO
BE REPRODUCED OR COPIED
5950 Fairview Rood
IN WHOLE OR PART. IT IS
Suite 100
Charlotte, NC 26210
NOT TO 13E USED ON ANY
OTHER PROJECT AND IS TO
[phone]
(704) 553-SM tax
8E RETURNED UPON
REQUEST.
HAM Two
Lho /
Dtwum
I L010
L22
3125W45'w
1226'
L26
;;Wl9'E
S9.Br
57
S770195'E
43.3W
-L26
N77O1',518
43.4W
L29
S7701'15'E
43.44'
L50
I SS7'4W39'11
3L1W
S63'43'42'E
30.1WN63.4W42hY
104.7Y
N6801'00'w
72.45SOM'OYE
K
67-W
S6W4W42'E
IOLOW
SOSWbo" w
SD.Ow
r%,ILING ANOI
C-2390
m�
cum T"
QNW#1
Room
IWO
Chdtd DlrwtMn
Cnwd LOVM
Cl
1211109.40-1
tOa.7T
SMW34-E
106,7W
C2
112MW
106.0E
S6116'3rE
106.06'
C3
/614.9Y
192.4r
36"r2YE
192.3Y
C4
4660.2E
179.64'
kIMTOZ4WE
179,8Y
DID
M W
251.71•
S2704%fE
135.40'
C11
30.0E
27,a'
W"l@ OTE
26.8Y
C12
370.00-
56D.64'
S3M37'E
523.01'
C13
?MOW
WOO
SA357o E
90.21'
C14
3o.0W
27.61
116021r04'E
26.11Y
CIS
4XOM
675.Or
SM59*M
607.ar
100
riT
Cow TOM
pAV4 /
RgfMN
L�
CAwd Mecumha
Chad LW10
Cie
206,0"'
6Sb'
SS1Y12'W
SS.2W
C17
470,00'
1474'
33'25'15'E
t4.74'
C1a
mow
2me
S310'36'E
21.14'
CIS
311.00'
244V
S20R613'W
231LOW
t20
250.OW
196:Or
82fr3W5316
IN."
C21
311.0E
243.65'
N20.3063E
237AW
C22
250,00'
126,40'
NW2W1a'E
191.3E
C23
470A0'
1&75'
N3'l0'3CW
18.75'
C24
MOW
mtr
N3'ta15'W
16.er
C25
265,00'
71:7C
N6'IS'4fE
7t.4B
GRAPHIC SCALE
100
( iN FEET )
1 inch = 100 ft.
\\\ \ \\\ •„ AID
SITE
MC \
A�\ MW677 YAP
114 \ (NOT.TO SCALE)
FILED May 09, 2018 12:24 pm
FILED
BOOK 00071
CABARRUS
PAGE -0002 Tmu 0002
COUNTY NC
INSTRUMENT* 11038
WAYNE NIXON
EXCISE TAX $0.00
REGISTER
OF DEEDS
Law
FLOOD CERTIFICATE
I CERTIFY 711AY THE SJB,ECT TRACT 13 (GRAPHICAL LY
LOCATED S1 'OTHER AREAS ZONE X' AS OElERNI11ED 9
400
THE OF AND URBAN OLYFL
INW6NT
FEDERAL INSIIRANIE ADMINISTRATION AS SHONN ON
FEDERAL DMINI T
FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD
INSURANCE RATE MAP COMMUNITY PANEL NUMBER
3710554400J AND 3710554300K DATED NOVEMSER S.
7.SW 7.50' '
FIRE HYDRANT
\
\
`-wL _.
3517f35' AND 10'%70'
SIGHT TRIANGLE
(TYPICAL)
FINAL PLAT SUBDIVIDING CABARRUS
COUNTY PROPERTY DB 8528 PG 313
PARCEL 1, CREATING LOT A AND
DEDICATING BILL MCQEE ROAD RIGHT
OF RAY
0wmR- COUNTY OF CABARRUS. NORTH
3 IN No. 10
US COUNTY
CAROLINA
INTERTAPE POLYMER
GROUP
100 PARAMOUNT DRIVE, SUM 300
SARA90'CA, I7I.ORMA 3483E
No.
Fad �.U. :L
11APC2301-RG
SITE-MIOUNID
RI1-104.Mq
SHEET 1 OF A

DRAWING SHEET SUMMARY
SHEET SHEET TITLE ORIGINAL LATEST REV.
DATE
C1.0 COVER SHEET 5/19/2016 6/29/2016 SITE DEVELOPMENT PACKAGE FOR
C1.1 PROJECT NOTES 5/19/2016 6/29/2016
C2.0 EXISTING CONDITIONS PLAN (SURVEY 5/24/2016
BY OTHERS)
C3.0 OVERALL SITE PLAN 5/19/2016 6/29/2016
C3.1 SITE PLAN 5/19/2016 6/29/2016
C3.2 UTILITY PLAN 5/19/2016 6/29/2016
C3.3 GRAVITY SEWER EXTENSION PLAN & PROFILE 5/19/2016 6/29/2016 13722
C4.0 GRADING &DRAINAGE PLAN 5/19/2016 6f29/2016 BILL McGEE ROAD
C4.1 STORMWATER MANAGEMENT PLAN 5/19/2016 6/29/2016
C4.2 STORMWATER MANAGEMENT PLAN 5/19/2016 6/29/2016 A B A R RCOUNTY, NORTH CAROLINA
C5.0 PHASE 1 8 2 EROSION CONTROL PLAN 5/19/2016 6/29/2016
C5.1 PHASE 3 EROSION CONTROL PLAN 5/19/2016 6/29/2016
C6.0 LANDSCAPING PLAN 5/19/2016 6/29/2016
C7.0 GENERAL DETAILS 5/19/2016 5/24/2016
C7.1 UTILITY DETAILS 5/19/2016 5/24/2016
C7.2 STORMWATER DETAILS 5/19/2016 5/24/2016
C7.3 EROSION CONTROL DETAILS 5/19/2016 5/24/2016
/
j
l
LOT 25
1
LPe 17 PC 80
OD ONnE F MLr
ae.cws
„\, r ^ �` "--` + — .,E..w-.• cWN FAEOF Lc ID b6/47 NO
CAROLINA
— / DB BPMCQ tma
ZONED.- a
USE VACANT
/ -
PEI
I 1 aaAN P. LrAu
LOT 27 • ID ✓ .. �'' -..•.: '�l .� .. r- a.. ` `'+a-++� ,w"w+ \,/ '� /
meA"so'ivc�4s
{
PB 17 PC 60ZONED-- SFR
,
ice• SNGLE FAMILY / "' f~
11 / \' / l 1 ;u� �Ln'uT„�: roam1�'tY".'..: C.ter. ,u,0.4, p '" % ..• ^""r s / J �./ { �; i _ :. / ' 1A�' �-�•v 1 / /
1
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fI.Rt�'iis�y �+.'� ,,G-.�_....�
?y ., I3 :; itit —
\ ! 1< a,: I �, f + `�l $^`:.'z rTi':T}t. t
,. ",,, i I,
y / , . t r,
k \- , , '� s�9,I'
SUITE LOU F. SMITH
08 1141 P¢ 307 I l 44 I , toP11 17 PG 60
,Ii,af IDLED: SFR
USE SINGLE FAMLY :.zi�, / t1` 1/y,. ✓i t/ ,,--...1
NORTH
CrSSOOOAO�t
,/v31
�..�: /\
i
--.../ tt
\` j I �.-�- �`` ! ,... 1 � 3�i:,.,{, ♦ �� ��� �I�il.. �.�,/ f, ,:� �- /. ` , � .: � _. j E \ i III\ � \``('�` \\ ���
Jj
qb
- ✓ -\
INTERTAPE POLYMER GROUP
vt
1 /
BERTE LOU F. WIH ,,. ..• , ..., \
De exe PO s4D � ✓"" r ( I ;:'u± ', � ! �,�.~,~ :M ,�\'' _ 1 Imo'. ` ._-- ,--•r*`.,!a. � ',, i k� `.,`--- �-
PB 17 PC eo
LOT l6 rr'- Ii",' i, I. ,'1 I ':✓ •1;�u.: ., !,}I I Ile.:J ,". -\ �..,j' ...�t i'♦ \`.,--,�
zaNlm: SfR / I.,! ,.-
LIS
/ I
1 7—
%
/
PROJECT CONTACT INFORMATION
ENGINEER:
TOPOGRAPHIC SURVEY:
Burton Engineering Associates
Foresite Surveying
Greg Welsh; Luke Bugenske
Gary Brooks
5950 Fairview Road, Suite 100
5950 Fairview Road, Suite 100
Charlotte, NC 28210
Charlotte, NC 29210
P: [phone]
P: [phone]
[e-mail]
BOUNDARY/UTILITY SURVEY:
OWNER:
Foresite Surveying
InterTape Polymer Group
Gary Brooks
Contact: Jason Brauch
5950 Fairview Road, Suite 100
100 Paramount Drive, Suite 300
Charlotte, NC 29210
Sarasota, FL 34232
P: [phone]
P: [phone]
SOILS ENGINEER:
ARCHITECT:
ECS Carolinas, LLP
Merriman Schmitt Architects, Inc.
Winslow Goins
Steve Schmitt
6714 Netherlands Drive
610 East Morehead Street, Suite 200
Wilmington, NC 28405
Charlotte, NC 28202
P: [phone]
P: [phone]
CONTRACTOR:
Choate Construction
Brent Long
2907 Providence Road, Suite 400
Charlotte, NC 28211
P: [phone]
MUNICIPALITY CONTACT INFORMATION
PLANNING/ZONING:
Cabarrus County
Susie Morris; Phillip Collins
65 Church Street S.
Concord, NC 28025
P: [phone]
[e-mail]
STORMWATER:
NCDEQ - Division of Energy,
Minerals & Land Resources
Mike Randall
512 N. Salisbury Street
Raleigh, NC 27604
P: [phone]
[e-mail]
UTILITIES (WATER/SEWER):
City of Concord
Sherri Moore
850 Warren C. Coleman Boulevard
Concord, NC 28026
P: [phone]
[e-mail]
EROSION CONTROL:
NCDENR - Mooresville Regional Office
Mr. James Moore
610 East Center Street, Suite 301
Mooresville, NC 28115
P: [phone]
i i' fv
II
INTERTAPE POLYMER GROUP
s
R!W -----�i�RAN
RAN RAN RIN/ RAN RAN R
RAN RAN RAN RNV RAN RAN RAN —RAN —RAN RM RNJ RAN RAN
RAN RAN RAN RNJ
11CCEO BROTHER CO.. NL \ \
m as1
MOOM MOTHER CO., INC.
MCOEE BROTHER CO.. NC
TROT I \
TRACT 1
OR 11170 INN 277
OB 1570 PC 277
`••�
TRACT 1
�' a
o
TRACT 1
ZONED: a
UM. INDUSTRIAL STRIAL
\
USE INDUSTRIAL
USE NNISTIAL
\
NGINp
SCALE: 1" = 100'
PROJECT SUMMARY
PROJECT NAME: INTERTAPE POLYMER GROUP
DEVELOPER:
ZONING: GI (GENERAL INDUSTRIAL)
APPROVED PETITION NO: N/A
TAX PARCEL NO: PORTION OF 748000535545
JURISDICTION: CABARRUS COUNTY
WATERSHED DISTRICT: N/A
FEMA INFORMATION:
MAP NO: 371074800J
�q
`
MAP DATE: 10/16/2007q
pp
N
FLOOD ZONE: OUT
a t Sm
01,6 Mfg \9
LOT SIZE: APPROX. 40.5594 ACRES § U j fq Ziff m
��
START/END DATES: 7/1/16 - 2/1/17
b v r c a N N
SETBACK REQUIREMENTS:
Lr s ? s
O
FRONT SETBACK: 75'
SIDE YARD:30'�
a39¢D J
,u
REAR YARD: 30'
m 3 c
BUFFER REQUIREMENTS:
x7 t w q42
•°• � a v7� g m
P
STREET: SEE PLAN
29 m w #
SIDE: SEE PLANS
$�
INTERIOR
""_ a a tl
REAR: SEE PLAN
o
BUILDING INFORMATION:
n o
S. rn C
PROPOSED USE: INDUSTRIAL/MANUFACTURING C,
BUILDING HEIGHT: TBD
b
y M ao
o.
5 C I— N
STORIES:1
o a.,
BUILDING COVERAGE: 95,000-SF
GROSS FLOOR AREA: 95,000-SF
CO Z00� H
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5/19/16
ae
REVISIONS
1 - 6✓19/16 CARARRUS COUNTY & NCDENR COMMENTS
218-106
C 1.0
Sheet 1 of 17

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( IN FEET )
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Drawn By
05/19/16
ate
REVISIONS
1 - 6129/16 CARARRUS COUNTY & NCOENR COMMENTS
Project Number
240 218-106
C3mO
Sheet 4 of 17

�• \
i,3p00
1 \ m-------------
s
529
LOC l
d _ NA DISTURBED
� 1
\ 1.79 ACRES
ao I 20ACRESARECURRENTLYPERMITTED`''s+ '♦ a g 1�I
` '? ADDITIONAL ACREAGE BRINGS DISTURBED j - ♦ y I FILL AREA _ \---- s
CONTRACTOR TO FILL HATCHED AREA. TOTAL TO 15.09 ACRES `,r \ '., `,,`\ "';'�D�` \ ?'"`♦ . I . I
$ \ \ ENSURE POSITIVE DRAINAGE TO PROPOSED
SWALE TO PREVENT PONDING. - \ \\a IN.
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' � rl \ � ' EX. LIMITS OF CONSTRUCTION
S I 13.30 ACRES (CURRENTLY PERMITTED
UNDER PROJECT ID: CABAR-2016-090) `, ��\\,, �,� ! f„ "-",i I...... �. \\
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j I l 520 m 15' RCP0.50% / ®�" RCP @ 0.50% f
10
/ RIM/GRATE:512.38'
j INV IN: 509.45 15" RCP
/ INV OUT: 509.35 15" I�CP \
Ij! ADDITIONAL DISTURBED AREA
7 C, _.._.. ... 1.79 ACRES I �' I 1 1`\ I : ;✓ / I
20ACRESARECURRENTLYPERMITTED
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! } ADDITIONAL ACREAGE BRINGS DISTURBED
° TOTAL TO 15.09 ACRES
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GRADING LEGEND
EXISTING CONTOUR -
- _ 1 00 - -"
PROPOSED CONTOUR
100
PROPOSED LIMITS OF CONSTRUCTION
Loc Loc
PROPOSED STORM DRAINAGE EASEMENT
SDE SDE
PROPOSED SPOT ELEVATION (AT CURB: TOC/BOC)
100.50
100.00
100.00
PROPOSED SPOT ELEVATION (NO CURB)
PROPOSED JUNCTION BOX
•
PROPOSED CATCH BASIN
.
PROPOSED DROP INLET
PROPOSED FLARED END SECTION
,
PROPOSED OUTLET STRUCTURE
PROPOSED HEADWALL
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REVISIONS
i-629/16 C4BARRUS COUNTY & NCDENR COMMENTS
Project Number
218-106
C400
Sheet 8 of 17

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RIM/GRATE: 514.48
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INV IN: 511.27 18" RCP
INV OUT: 511.17 18' RCP
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os W2.2
OR 513.50 ;
INV OUT: 511.00 12" CMP
12" CMP @ 0.50% ;
FOREBAY #2 i 1
r 20LF EMERGENCY SPILLWAY J
12' CMP @ 0.50%
1 1 1 ELEVATION:513.50
FOREBAY #1 OS W1.2'
TOP:513.5 i O
INV OUT: 511.00 12"CMP i
FES 3T J I V OUT: 510.90 12" CAMP ! 1
N OUT: 10.90 12" CMP i r
♦ IWGRATE:513.0018"RCP 0.50% /
�. 30 LF NOUT: 505.44 15"
34 LF P/
18" RCP @ 0.50%
w os .1 7 C 5' CMP @ 0.50% i
RIM/GRATE:513.0
Of OUT: 05.47 "CMP FE3 i
INV OUT: 504.96 15" CMP
34LF j
• 5"CMP 0.50
CB-2 141 H
IM/GRATE: 517.45
NV IN:s135s18RCP EMERGENCY SPILLWAY oswa
0�s4 Cp RIM/GRATE:513.00 ELEVATION. 513.00
.� INV IN: 505.30 15" CMP
INV IN: 505.30 15" CMP rZJ i f
. �I . ° �► `.� NV OUT: 505.20 15' CMP
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41
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If
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---
24' RCP 0.50% - -
WEST SAND FILTER SCALE: 1" = 20'
FFE
519.50
1 1
tji% � )o
; 1
17-
EAST SAND FILTER SCALE: 1" = 20'
ELEV:510.90
TOP OF GRAVEL
ELEV:509.40
WEST SAND FILTER
ELEVATIONS
NOT TO SCALE
OVER PIPE
INV. OUT: 505.20
ELEV:510.90
TOP OF GRAVEL
ELEV:509.30
ELEV:508.70
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INV. OUT: 511.00 (12"CMP) CMP)
TOP:513.50
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INV. OUT: 511.00 (12" CMP)
A
OS W1.1 - FOREBAY RISER
24" CMP RISER
OS
CLEANOUT
OS W2.1 -FOREBAY RISER
. SS i
,�
TOP: 513.00
CLEANOUT
24" CMP RISER W/ TRASH RACK
(TYPICAL AT ALL BENDS,
TOP OF DAM
24" CMP RISER
9
INV. OUT: 505.47 (15" CMP)
(TYPICAL AT ALL BENDS,
12" ABOVE GROUND)
TOP 513.00
12" ABOVE GROUND )
ELEV. 514.D0
TOP-. 513.00
INV. OUT. 505.44 (15" CMP)
; n�0� SEAL
i99F 7 7
516
-
- -
INV. OUT: 505.20 (15' CMP)
- -
- 516
515-
-
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- -
- 515
DAM
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1
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513
3513
FOREBAY#1
3 3
SAND FILTER
SAND FILTER
3
3
FOREBAY#2
512
-512
/ 12" CMP \
511-
-
-511
1
1
510
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-
-510
t
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INV, OUT: 629.86 12" CMP
INV. OUT: 629.86
12" CMP
508 -
508
8" MIN UNDERDRAIN GRAVEL BED
8" MIN UNDERDRAIN GRAVEL BED
(#57 WASHED STONE)
(#57 WASHED STONE)
FILTER FABRIC AROUND
FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
UNDERDRAIN GRAVEL BED
PERFORATED 4" DIA. UNDERDRAIN PIPE
PERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
(SCHEDULE 40 PVC OR SLOTTED HDPE)
S.H.W.T. =NOT ENCOUNTERED
8" PERFORATIONS @ 6" O/C MIN. OF 4
%" PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
HOLES/ROW
ELEV: 508.50
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' BOTTOM OF FILTER MEDIA/
1
TOP OF GRAVEL
i ELEV:507.00
1F ♦
♦ EMERGENCY SPILLWAY
It ELEVATION:509.50
IO
N �
EAST
- FES SAND FILTER
INV /OU 6.0015" CMp.--
513
512 ^^II -
511
510 -
509 -
508 -
507 - -
506 -
505 -
24" CMP RISER
TOP: 511.50
INV. OUT: 508.85 (12" CMP)
OS E1.2 - FOREBAY RISER
24" CMP RISER
TOP: 511.00
INV. OUT: 506.36 (15" CMP)
-fOR€BAY
(ASTM C33)
WEST SAND FILTER
TYPICAL CROSS SECTION
NOT TO SCALE
EAST SAND FIL TER OVER PIPE
ELEVATIONS INV. OF 4" PERF. PVC
CLENOUT
NOT TO SCALE AT FINAL
ELEVA 06 30
DAYLIGHT AS SHOWN IN PLANS
WITH 4" SOLID WALL PVC PIPE
@ MIN. 0.50% SLOPE
(TYPICAL AT ALL BENDS,
12" ABOVE GROUND)
DRIVEWAY
J 1 -
3 3
12" CMP
S.H.W.T. = NOT ENCOUNTERED FILTER FABRIC AROUND
UNDERDRAIN GRAVEL BED
PERFORATED 4" DIA. UNDERDRAIN PIPE
(SCHEDULE 40 PVC OR SLOTTED HDPE)
PERFORATIONS @ 6" O/C MIN. OF 4
HOLES/ROW
513
TOP OF DAM
- ELEV: 510.50 -
512
DAM SPILLWAY -
-511
ELEV:509.50
- -
510
SAND FILTER
-- -
509
-508
EAST SAND FILTER
(ASTM C33)
TYPICAL CROSS SECTION
NOT TO SCALE
ob
S.
SAND FILTER NOTE:
P o
ALL SLOPES INTO SAND FILTER AND FOREBAYS SHALL BE SODDED. ,dam`'%
9
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507
506
505
508.50
TOP OF GRA
ELEV:506.90
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REVISIONS
1 - 09/16 CABARRUS COUNTY & NCDENR COMMENTS
218-106
C401
Sheet 9 of 17

OS W1.1 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
OS W2.1 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
TRASH RACK TOP VIEW
1/7STEEL PLATE
ANTI -VORTEX DEVICE
,
TRASH RACK SIDE
VIEW
HUGGERBANDS
TRASH RACK TOP VIEW
(COVER WITH HARDWARE CLOTH
TO PREVENT CLOGGING)
i/!•ilE�l��,�n�l
TRASH RACK SIDE
VIEW
@ 0.50% W/
WATERTIGHT HUGGERBANDS
(6" MINIMUM THICKNESS)
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
#4 BARS SPACED Z' O.C.
CORRUGATED ALUMINUM PIPE
(CONNECTION TO BE WATERTIGHT.
PREFAB. 4" FLANGE AND SECURE
4" PERFORATED PVC PIPE TO FLANGE
WITH RUBBER GASKET AND CLAMP)
TRASH RACK TOP VIEW
1/2'STEEL PLATE
ANTI -VORTEX DEVICE
r
b0
TRASH RACK SIDE
VIEW
TERTIGHT HUGGERBANDS
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
OS W1.2 TYPICAL DETAIL OS W3 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
TRASH RACK TOP VIEW
(COVER WITH HARDWARE CLOTH
TO PREVENT CLOGGING)
ANTI -FLOATATION ANCHOR
If•%iFyl�l��.•
<
TRASH RACK SIDE
VIEW
HUGGERBANDS
(6" MINIMUM THICKNESS)
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
OS W2.2 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING I'MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BESET INTO FOOTING MINIMUM OF 6".
#4 BARS SPACED 2" O.C.
TRASH RACK TOP VIEW
1/7STEELP
ANTI -VORTEX DEVICE
TRASH RACK SIDE
VIEW
@ 0.50% W/
WATERTIGHT HUGGERBANDS
(COVER WITH HARDWARE CLOTH
TO PREVENT CLOGGING) (WATERTIGHT) 1 /
COLLARS TO PROJECT 24" FROM
PIPE JOINTS
OS E1.1 TYPICAL DETAIL OS E1.2 TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING V MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6'.
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATERTIGHT.
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6'.
NOT TO SCALE
NOTES:
1. ATTACH TRASH RACK - BOLTED USING 1' MAX SPACING AROUND CIRCUMFERENCE OF RISER.
2. ALL CONNECTIONS SHALL BE MADE WATER TIGHT,
3. RISER SHALL BE SET INTO FOOTING MINIMUM OF 6".
WEST SAND FILTER - FOREBAY #1
EMERGENCY SPILLWAY ELEVATION
NOT TO SCALE
,r
WEST SAND FILTER - FOREBAY #2
tMtKUt/VGY JF9LLVVAY tLCVAIIUIV
NOT TO SCALE
EAST SAND FILTER
EMERGENCY SPILLWAY ELEVATION
NOT TO SCALE
STORMWATER BMP NOTES
NOTE:
ALL SLOPES DRAINING TO SAND FILTER AREAS SHALL BE STABILIZED PER THE NORTH CAROLINA STATE EROSION
CONTROL SEDIMENT CONTROL PLANNING & DESIGN MANUAL BEFORE MEDIA IS PLACED.
DRAINAGE AREA MUST BE STABILIZED BEFORE FILTRATION CONTROLS & FILTER MEDIA ARE INSTALLED. ANY SILT
THAT ENTERS THE FACILITY SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE.
SEDIMENT BASIN CONVERSION NOTE:
ALL AREAS ABOVE THE PERMANENT POOL SHALL BE PREPARED & SEEDED TO PERMANENT GROUND COVER
SPECFICATIONS.
THE PERMANENT SAND FILTER SHALL NOT BE CONSTRUCTED UNTIL THE CONTRIBUTING DRAINAGE AREA IS
STABILIZED. ANY SEDIMENT THAT ACCUMULATES WITHIN THE POND SHALL BE REMOVED AND THE FINAL GRADE
REESTABLISHED TO THE PROPOSED CONTOURS SHOWN.
THE PROPOSED STORMWATER MANAGEMENT BMP IS TO BE CONVERTED FROM SEDIMENT AND EROSION CONTROL
BASINS. THIS CONVERSION SHOULD BE COMPLETED AFTER THE ENTIRE DRAINAGE AREA IS STABILIZED AND
APPROVAL GIVEN FOR THE LOCAL & STATE AUTHORITY.
THE CONVERSION TO A PERMANENT STORMWATER BMP SHALL BE ACCOMPLISHED BY REGRADING THE BASIN
CONTOURS TO THOSE SHOWN ON THE PLAN AND INSTALLING FILTER MEDIA UNDERDRAIN PIPING.
ANY SEDIMENT LADEN WATER WITHIN THE SEDIMENT BASIN SHALL BE DRAWN DOWN BY USE OF PUMPS AND
DISCHARGES THROUGH A'BLADDER' TYPE SYSTEM OR DISPOSED OF OFFSITE IN AN APPROVED SYSTEM.
ALL SEDIMENT REMOVED SHALL BE PLACED IN A DESIGNATED SPOIL PILE AND ADEQUATELY PROTECTED WITH
EROSION CONTROL MEASURES AND PERMANENTLY STABILIZED WITH PERMANENT SEEDING.
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REVISIONS
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1-6n9/i6 CABARRUS COUNTY & NCDENR COMMENTS
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Project Number
218-106
C42
Sheet 10 of 17