SW3170503_APPROVED PLANS_20170622

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW�
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE c9=_� '
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NCGS MONUMENT "DRAIF
N:607571.4784 (GRID)
E: 1495515.2865 (GRID)
NDUSTRIAL
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CONCORD, NORTH CAROLINA
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C-410
C-420
C-421
C-422
C-423
C-990 -901
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DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
SHEET KEY N.T.S. T
CURRENT SHEET
':Prre'"d ewat<:r P rt]it JDCUmNntS
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OVERALL PROJECT PLAN
EROSION CONTROL - STAGE I
EROSION CONTROL - STAGE II
CULVERT PROFILES
DRAINAGE AREA MAP
PRE - DEVELOPMENT DRAINAGE
AREA MAP
POST - DEVELOPMENT DRAINAGE
AREA MAP
CULVERT DRAINAGE AREA MAP
SITE DETAILS
BMP #1 DETAIL .
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url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
6979 UNTZ ROAD
CONCORD, NC 28027
Revised
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ���
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE The drawings, the project manual and the design shown
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA theron are instruments of ColeJenest & Stone, P.A.. The
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. reproduction or unauthorized use of the documents without
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS consent of ColeJenest & Stone, P.A. is prohibited.
PART 1926 SUBPART P, OR AS AMENDED.
ColeJenest & Stone, P.A. 2017

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VICINITY MAP N.T.S.
SURVEY M CLAIMER
TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
SHEET KEY N.T.S. T
CURRENT SHEET
OI?Por'Nti
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requires by ti, - v tr tl c'Qn r
ides Ie4utre t'\ ,;, ,y o,,e�.m,Ci „{^
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t y•.
THIS SHEET FOR
REFERENCE ONLY
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING T T 0 STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
Co/ejenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
g ng
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRE SS KLEIN
PROPERTIES 0 ERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
6979 UNTZ ROAD
CONCORD, NC 28027
Hr
Revised
NAG E A
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The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017

ter' i
GERALD W. HINSON and wife,
KIMBERLY M. HINSON
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SHERRI A. GRAHAM
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SURVEY DISCLAIMER
TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204" [phone]
SHEET KEY IN T.S. T
CURRENT SHEET
''-Pro l k 6rs YJ t 1 , ii'
QWf6C by it i-. 't t va[ J tl
iies,equire ih-. h n • e.•
THIS SHEET FOR
REFERENCE ONLY
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+919719180of+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
6979 UNTZ ROAD
CONCORD, NC 28027
Revised
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SCALE: 1"=120'
0 60' 120' 240'
C -421
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017

\��_ 1��_
rill
GERALD W. HINSON and wife,
KIMBERLY M. HINSON
DB 4074 PC 259 H
PID #4691-32-7633
/
wife,
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PROPOSED FUTURE ROADWAY
IMPROVEMENTS FOR
REFERENCE ONLY
CURTIS L. ANDREWS, JR.
ROBERT E. ANDREWS
MICHAEL J. ANDREWS
LARRY B. ANDREWS
SHERRI A. GRAHAM
DB 11555 PC 272
PID #469-1--31-9-145
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POST DEVELOPMENT
DRAINAGE AREA #1B
(BYPASS B)
D.A. = 4.76 AC.
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PROPOSED FUTURE BUILDING
FOR REFERENCE ONLY
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PID #4691-60-9892
POST DEVELOPMENT
7—,
DRAINAGE AREA #1C
(BYPASS C)
D.A. = 2.14 AC.
CN = 58
Tc = 5.0 min.
NANCY A. SMITH\ at
RICHARD A.
DB 10422 Pt
PID #4690-49
PROPOSED FUTURE ROADWAIi
IMPROVEMENTS FOR
REFERENCE ON
LY
J
POST DEVELOPMENT
DRAINAGE AREA #2A
D.A. = 1.96 AC.
CN = 57
Tc = 11.3 min.
40' PUBLIC STORMWATER CONTROL
MEASURES ACCESS EASEMENT DEDICATED
BETWEEN FUTURE PUBLIC ROAD FACE OF
CURB, TYP.
_01 •- I 1 11
DRAINAGE AREA #2B
D.A. = 2.04 AC.
CN = 57
Tc = 11.3 min.
STUDY POINT #2
a
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0
VICINITY MAP
SURVEY DOCLAIMER
N.T.S.
TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
SHEET KEY N.T.S.
LEGEND
SYMBOL
CURRENT SHEET
FUTURE IMPERVIOUS AREA
DRAINAGE AREA
DRAINAGE SUB -AREA
TIME OF CONCENTRATION PATH
1, ; p-ro"le, I -
onst,uctior i;
des require thatth
lnspe,�i ,
Colejenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
P+ 919 719 1800 f+ 919 719 1819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
DETAIL
6979 UNTZ ROAD
CONCORD, NC 28027
THIS SHEET FOR
REFERENCE ONLY
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
T
P1
Revised
PIP' &
0
SEAL
_J C-1361
0 70, C-103 g:
- C AIX
...........
N
SCALE: 1"=120'
"M
0 60' 120' 240'
C422
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, PA.. The
reproduction or unauthorized use of the documents without
consent of Cole-lenest & Stone, P.A. is prohibited.
k
Cole-lenest & Stone, P.A. 2017 @

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VARIES ColeJenest
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ar
4" MULCH THROUGHOUT
PLANTING BED Qa
ADJACENT PLANTING m di I w Shaping the Environment
` V AREA OR PAVING I _III_ I III II
P�y Realizing the Possibilities
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PLANTING MIXTURE r , /-"'mv=ma +
5 �^ AS SPECIFIED - i'u uu= Urban Design
5 8" - 10" DEPTH N ✓ �! D = DIMENSION OF PLANT SPACING (SHRUB OR -
GROUND COVER) AS INDICATED ON PLAN
Ole A
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+ 919 719 1800 f+ 919 719 1819
=� I www.colejeneststone.com
CHILDRESS KLEIN
GROUNDCOVER/PLUG INSTALLATION N.T.S. 12 TEMPORARY ROCK CHECK DAM N.T.S. 4 PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
NOTES: W2 CHARLOTTE, NC 28202
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON END OF FLARED SECI ON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS. ... "
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END rC
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET A MAXIMUM SLOPE OF A ■ TON RIDGE
CULVERT
AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE UT SO THAT
CHANNEL. THE AREA TO BE PAVED OR R T THE
-
P SHALL S UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE I INDUSTRIAL
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE J
^ APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. �
NV 5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM o B _ ICI l ,1-f _
WIDTH OF THE RECEIVING CHANNEL MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
G6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
J �v 7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
` CHANNEL SHALL NOT BE ALLOWED. I B4 70 APRO I
B. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
P� WILL BE PERMITTED. PLAN 6979 UNTZ ROAD
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO I? 'l I rlR CONCORD, NC 28027
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL 0 R SLOPE F y
MUST BE STABILIZED. .,
1
USE USDA NOMOGRAPH FROM INC SEDIMENT AND EROSION CONTROL MANUAL OR �'I 1' MIN. r
GG CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. t'- FILNEEDED)
M9 FABRI
IF
OUTLET La W1 W2 *T H
5 HW-EC-1 24' 27' s' 20.25 24 ELEVATION
HW-EC-4 24 27 9' 20 -2 4
�J HW-EC-B 32 36 12 2
18 7" NATURAL E �� f
H ITITE DETAILS _
... RIP R�
I 1. II ":I^ : I,L �, IT tiLTII NiN -?/ V.I"-I, .. C I ,- 4V.
4 %$ .
T(THICKNESS)-6- MIN. FI I�' 1 f,' F PI" +,L �F rl 11; �.= I I ;1 1 FF
• d50 (aee Rq 8.06 aft 'NC SEDIMENT AND EROSION CONTROL MANUAL' NOTE: ---LAYER OF FILTER FABRI
dmaz - 1.5 x d50 MINIMUM M-2/3 PIPE DIAMETER
T - is X dmax. SECTION B-B
T(min.)-10"
RIP -RAP OUTLET PROTECTION N.T.S. 11 SLOPE STABILITY N.T.S. C3
LAN I ,�:� I k � ; �I�P AI
11,H [ -F1
I I _ Project No.
Inn,
4396.04
In r, ITI1' + IJ FfT,:N I1 IYF-" C t
.� T
Issued
f � T I r 4 F r V I1II
JA 1' �, J , T F
INTAKE PIPE TO PUMP 04/21 /17
.JI :T r IC � 1 J- C � "'- t h '1
W I: it [, -
EXCAVATE TO "1" I I I °. Tr
CREATE BASIN 1 I IIW, <,L
r III
55 GALLON DRUM MI �I rT ,ir„ A`L i r �- ^r J ^rnJa "I 'T ,
r
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SILT FENCE AROUND INSIDE OFTEMPORARY ''- ''"�' ^r111,1kk .-A.rvvs_ :`' II I.0
-�F1 I_I a rl„nl = r
AROUND DRUM DRUM r.
1: WATER LEVEL SEDIMENT o.< r a_u.Lr 1 F It S ._ �.u� rl^;uw .`;'.'�k c a. F •,I
:.
STORAGE `` _�_ L ' L V V� VIL e Mlrl. vv,� .rI r. ION_
TYP. .... .,, .. ,:.�•r. r nnTT NT
F-.-FnaF. PI -I IT.I F ,InT-w..
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DATA BLOCK rlrN, FtiL ITII�11 1 III c NO C SCALE
CONCRETE SUPPORT DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT H L T W Z SKIMMER SKIMMER
BLOCKING BASIN No. AREA AREA 0. REWIR PROVIDED REWIRED PROVIDED DEPTH;/2 (FEET) (FEET) (FEET) (FEET) (FEET) DIAPIPE METER DIAMETER
(ACRES) (ACRES) (C.F.) (C.F.) (C.F.
2-ST I 3.7 1 3.7 13 6 660 1 7,144 1 4,225 5 945 1.75 2.5 15 1. 5 5.0 1 2.5 1 1.5 1 I !I 1 D W.L 1 ^ of "1 I "1-1
2-ST II 2.8 1 2.8 10 5.0 7 144 3 250 5,945 1.75 2.5 15 1 1.5 5 5.0 -F-2-.5--T 1.5
SUMP PUMP NTs. 18 SKIMMER BASIN #2 - - STAGE I + II ►�.T.s. 10 EMBANKMENT MAT71NG N.T.S. 2 �"
�c,T & STD=
��;.�PORy. O
AN i =FUN DATA BLOCK L j SEAL
`' !n
IDRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT J ; C-1361
,.,. N ' ( BASIN N0. AREA AREA REQUIRED PROvIDEO REWIRED PROVIDED DEPTH H/2 (FEET) 0 :• C-103
r r a r r (ACRES) (ACRES) (� = •'• ..
M D T
S.F.) ( S.F.) (S.F.) (S.F.) ) •�. v l'CA1
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DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT mr l r L I .� n1I n . A Tr-L r ru.-.
SKIMMER SKIMMER r,r ^I u l n1v. 1Ic-
I; Iv BASIN N0. AREA AREA Q. REQUIRED PROVIDED REQUIRED PROVDED DEPTH H L T W Z pIPE ORIFICE
I (ACRES) (ACRES) C.F. C.F. C.F. C.F. H/2 (FT.) (FEET) (FEET) (FEET) (FEET) (FEET) DIAMETER DIAMETER ,IIN" I I ,I.WI r - -L,:. I
( ) ( ) ( ) ( ) ,I KM M�N �T..I
1-ST 1 17.6 1 17.6 64 31,680 91 021 27 840 31 840 3.5 7.0 N A 1.5 10 9.5 4.0 3.50
1- T 2 20.2 20.2 73 36360 91 021 31 755 31 840 3.5 7.0 N/A 1.5 10 13.0 4.0 3.50 ,.I�r.r �Ir 11 :Wrn I „ I NurL- F)
,i 1111ATLF r /-FLIP . The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017
TRENCH DETAIL FOR STORM DRAINAGE N.T.s. (17) SEDIMENT BASIN #1 - STAGE I + 11 NTs. C19 GRAVEL AND RIP RAP FILTER BERM BASIN N.T.S. 1

ACCESS RING AND COVER
(CENTER OVER STEPS)
PRECAST INTO TOP
SPILLWAY WEIR (2 SIDES) B > V THICK 4000
#5 E.W. E.F. " n > PSI CONCRETE
ISOMETRIC DETAIL #5 EW. E.F
NTS J °
n44
e
9 A
ANTI -SEEP COLLAR
TOP OF STRUCTURE
ELEVATION: 639.50
TOP OF SPILLWAY ELEVATION: 639.00
C
SPILLWAY ELEVATION: 637.20
B /
r"
/
a
/
BMP #1 PLAN VIEW
scALE: r-w
MANHOLE ACCESS CENTERED OVER STEPS
6" REINFORCED CONCRETE SLAB
STEPS (1' OF SEPARATION)
ORIFICE PLATE
5'X5'BOX
(INSIDE)
36" OUTLET PIPE
OUTLET CONTROL BALLAST
-cam- WEIR ELEVATION: 63;
'7:. %/ PERMANENT WATER
z - ELEVATION/
O A ORIFICE INV.: 631.50
4,
%.
PRECAST STRUCTURE
B
OUTLET PIPE
HW-EC-1
INVERT ELEVATION: 619.00
RIP RAP APRON;
SEE DETAIL 11/C-901
ACCESS COVER
OVER STEPS
ANTI -SEEP COLLAR, TYP. SEE
DETAIL ON THIS SHEET.
0
CONNECTING BOLTS-1/4"
STAINLESS STEEL WITH LEAD
MIN. 1/4" STEEL PLATE EXPANSION ANCHORS
BITUMINOUS COATED F
3.00" CIRCULAR ORIFICE
(MATCH BOTTOM ORIFICE
TO INVERT OF PIPE)
REMOVABLE ORIFICE PLATE DETAIL
(IF NEEDED) ANTI -SEEP
COLLAR
OUTLET PIPE
INV.: 626.00
10.00'
TOP OF BERM: 640.00
SELECT FILL COMPACTED TO 100%1111151�w/
' I! STANDARD PROCTOR DENSITY
76 LF OF 36" CLASS III RCP 0 0.010 FT/FT WITH O-RING JOINTS
Ke
Ni
76 LF OF 36" CLASS III RCP 0 0.010
FT/FT WITH 0-RING JOINTS
- OCS-EC-3
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED
CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 1".
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. CONCRETE PIPE SHALL HAVE '0' RING SEALS OR WATER TIGHT JOINTS.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY COLEJENEST & STONE PRIOR TO
CONSTRUCTION.
6. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS
SHALL BE COMPACTED TO 100% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE
DICTATED BY THE GEOTECHNICAL ENGINEER.
7. PROVIDE STEPS V ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH
STEPS.
8. FRAME AND COVER SHALL BE IN IN ACCORDANCE WITH NCDOT REQUIREMENTS.
9. ALL PIPE CONNECTIONS AT OUTLETCONTROL STRUCTURE SHALL BE INSTALLED USING Z-LOK STM
CONNECTOR MEETING ASTM C-1478 (A-LOK PRODUCTS TULLYTOWN, PA)
10. SHOP DRAWING SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION
11. PRIOR TO FINAL PLAT RECORDATION SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND
AND OUTLET STRUCTURE MUST BESUBMITTED FOR CONSTRUCTION CERTIFICATION
UIFUX"* 01
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
Water Quality Orifice Diameter (in)
3.00
B
Weir Width (ft)
1.60
C
Inside Dimension of Outlet Structure (ft) (Square Box)
5.00
D
Concrete Ballast Depth (ft) (Minimum)
2.65
E
Width of Outlet Structure Walls (in)
6.00
F
Orifice Plate Length and Width (in)
9.00
G
Clearance between Outlet Structure and Anti -seep Collar (ft)
15.00
H
Anti -seep Collar Separation (ft)
10.00
Anti -seep Collor Length and Width (ft)
9.00
J
Outlet Pipe Diameter (in)
36.00
K
Separation between Outlet Structure Wall and Inverted Water
Quality Orifice (in)
24 MIN.
GROUND COVERS
T(TYY
BOTANICAL NAME / COMMON NAME
CONT
SIZE
SPACING REMARKS
(1)ACCV
424
ACORUS CALAMUS 'VARIEGATUS' / STRIPED SWEET FLAG
2"
DIA
X
5"
PLUG
21"
O.C.
21"
o.c.
(2)EUPD
331
EUPATORIADELPHUS DUBIUS / DWARF JOE PYE WEED
2"
DIA
X
5"
PLUG
24"
O.C.
24"
o.c.
FESS
74,817
SF FESCUE SEED ELITE / ELITE FESCUE SEED BY SUPER SOD
SEED
(3)IRVC
355
IRIS VIRGINICA 'CONTRABAND GIRL' / SOUTHERN BLUE FLAG IRIS
2"
DIA
X
5"
PLUG
21"
O.C.
21"
o.c.
(4)JUEB
258
JUNCUS EFFUSUS 'BLUE ARROWS' / BLUE ARROWS SOFT RUSH
2"
DIA
X
5"
PLUG
24"
O.C.
24"
o.c.
(5)SAGL
398
SAGITTARIA LANCIFOLIA / DUCK POTATO
2"
DIA
X
5"
PLUG
24"
O.C.
24"
o.c.
BMP PLANTING REQUIREMENTS,
LITTORAL SHELF TOTAL
SF:
7.063 SF
REQUIRED PLANTS:
1765
PLANTS PROVIDED:
1766
HANDWHEEL OPERATOR. SECURE TO
STRUCTURE WALL.
TOP OF STRUCTURE ELEVATION: 639.50
TOP OF SPILLWAY ELEVATION: 639.00
SPILLWAY ELEVATION: 637.20
WEIR ELEVATION: 633.75
0
Q
ORIFICE INVERT PERMANENT WATER ELEVATION: 631.50
15 LF OF 10" D.I.P. 0 0.00% SLOPE
10" GATE VALVE
(NORMALLY CLOSED)
OCS-EC-3
sECnoN B-B'
6" PVC PIPE INVERTED WATER QUALITY
ORIFICE. ENSURE ORIFICE IS NOT BLOCKED
BY SLOPE.
PERMANENT POOL
ELEVATION
6' MIN LITTORAL
SHELF WITH MAIN POND
WETLAND 3'X3'X7' CONCRETE COLLAR CLASS B RIP -RAP BERM,
PLANTING TO KEEP DUCTILE IRON 15" MINIMUM DEPTH
MAINTENANCE PIPE DRAIN MAIN POND TO BE DRAINED
PIPE IN PLACE. BY PUMP FOR MAINTENANCE
10" DUCTILE IRON MAINTENANCE DRAIN
OUTLET PIPE PIPE AT 0.50% MINIMUM SLOPE WITH
INV.: 666.00 VALVE INSIDE OUTLET STRUCTURE. 10"
DUCTILE IRON PIPE WYE CONNECTION IN
WET POND.
OCS-EC-3 SECTION VIEW
SCALE: N.T.S.
sitA
WYE CONNECTION J ` 6" COMPACTED CLAY LINER TO BE INSTALLED FROM BOTTOM
WITH PLUG ON OF POND UP TO PERMANENT POOL ELEVATION.
BOTTOM END. GEOTECHNICAL ENGINEER TO EVALUATE POND SUBGRADE
FOLLOWING EXCAVATION. CLAY LINER TO BE INSTALLED
BASED ON GEOTECHNICAL ENGINEER'S RECOMMENDATION.
CLAY LINER SHALL CONSIST OF UNIFIED SOIL CLASSIFICATION
CL OR CH. MATERIAL HAVING A MINIMUM OF 50% PASSING
THE #200 SIEVE, A LIQUID LIMIT BETWEEN 30% AND 60%
AND A MINIMUM PLASTICITY INDEX OF 12. THE MAXIMUM
RECOMPACTED IN -PLACE PERMEABILITY SHALL BE
1x10'sCM/S AS VERIFIED BY THE GEOTECHNICAL ENGINEER
FOREBAY
10" D.I.P. WYE FITTING
PLUG
` DAVIDSON HIGHWAY
o z `coo
C, UNTZ ROAD
1t�f
O Q
Za
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VICINITY MAP N.T.S.
SURVEY DISCLAIMER
TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
_ rn'tfpr r t
[.I L '
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
+
Civil Engineering
+
Urban Design
11g East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
6979 UNTZ ROAD
CONCORD, NC 28027
Revised
OOEtiPORF m
c E 3s
O tZp C Vk 103 2Q
.....
N
SCALE: 1"=40'
0 20' 40' 80,
CM910
The drawings, the project manual and the design shown
theron are instruments of ColeJenest & Stone, P.A.. The
reproduction or unauthorized use of the documents without
consent of ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017
BMP #1 DETAIL (WET POND)
N.T.S. ( 1j

LEGEND:
BFP - BACK FLOW PREVENTOR
C&G - CURB & GUTTER
CB - CATCH BASIN
C'1- CURB INLET
CMP - CORRUGATED METAL PIPE
C'P - CALCULATED POINT
C'PP - CORRUGATED PLASTIC PIPE
C/O - CLEAN OUT
D, B. - DEED BOOK
DI- DROP INLET
DIP - DUCTILE IRON PIPE
ECiN - EXISTING CONCRETE,MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EMM - EXISTING .METAL MONUMENT
EN EXISTING NAIL
EOG - EDGE OF GRAVEL
EOP - EDGE OF PAVEMENT
EU - END UNKNOWN
FC - FIRE CONNECTION
FIT FIRE HYDRANT
FP FLAG POLE
FV - FIRE VALVE
GDP GUARD POST
GLT - GROUND LIGHT
GM- GAS METER
GP- GATE POST
GV - GAS VAL VF,
GW - GUY WIRE
HVAC - HEATING. VENTILATION, AIR COND.
HW - HEADWALL
ICV- IRRIGATION CONTROL VALVE
JBX - JUNCTION BOX
IMP - LA UP POST
LP-LIGHTPOLE
(M) - MEASURED
MIX - MAILBOX
MB. - MAP BOOK
MW - MONITORING WELL
N.G.S. - NATIONAL GEODETIC'SURVEY
NIR - NEW IRON ROD
NN - NEW NAIL
0/HANG - OVERHANG
PB - POWER BOX
PIN - PARCEL IDENTIFICATION NUMBER
PM - POWER METER
PMH-POWER MANHOLE
PP -POWER POLE
PG - PAGE
PVC - PLASTIC PIPE
(R) - RECORDED
R/W - RIGHT-OF-WAY
R(P - REINFORCED CONCRETE PIPE
RW - RETAINING WALL
SBB - BILLBOARD
SDMH - STORM DRAIN MANHOLE
SMP - MULTI -POST SIGN
SSMH - SANITARY SEWER MANHOLE
(I) - TOTAL
TB - TELEPHONE BOX
TERR. - TERRACOTTA PIPE
TMH - TELEPHONE MANHOLE
TSB - TRAFFIC SIGNAL BOX
TVB - CABLE TV BOX
WB - WATER BOX
WM - WATER METER
WSP- WATER SPIGOT
WV WATER VALVE
2
-- - DAVIDSON HIGHWAY
Q 000.
o UNTZ ROAD...
R
0
0
x �p
SITE
0
� 0h
-O,go1FryT ,'\N
VICINITY MAP
NOT TO SCALE
FIRST AMERICAN TITLE INSURANCE COMPANY
r (TRACT I ONLY)
ml� > o? EIP O.J' OFF pp 256.48 OR ,. I 1 TIE LINE - C'OMMITMENTNO: 16-2994
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- JANET L. BiGG67 ERS I !� EFFECTIVEDAT£: OCTOBER 19,1016AT08:OOAM(ASTO TRACT]);
p I �O , TRACT 1 TIE LINE zN o I PID B$4698453�5397 i 11T1a m N08799�W v W N86'48'09"E 913.72' TOTAL:. % �v / , 5 AND OCTOB£R28, 2016AT8:30AM(AS TO TRACTRAND TRACT//T
436,298 SQ.FT. OR m 1
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m rn - - - - - MIME IRON f'! (8 ; / / ZONE "AE" SCHEDULE B - IT (EXCEPTIONS)
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MERCURY PARTNERS, LLC Z �U \ �/ �/ / / RECORDED IN BOOK 2923, PAGE 329, CABARRUSCOU'rNTY
m I EXEMPT MINOR SUBDIVISION rn`�
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PID #4691-43-4123 on PER MAP BOOK 72. PAGE 44 p 8o r• T
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PROPOSED ANNEXATION LINE �r AMR 6. MEMORANDUM OF ACTION RECORDED IN BOOK 5314, PAGE 310,
58810'16"W 1228.81' ?�� r I r % CABARRUS COUNTY REGISTRY (DOES AFFECT SUBJECT PROPERTY,
Z ""
g C/4, 9,> // Q / / BUT THE LOCATION CANNOT BE DETERMINED BY THE RECORD
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/ G 7. TITLE TO ANY PORTION OF LAND LYING WlTHINTHE RIGHT OF WAY
P
eCr/ V / , / - \ OF UNTZ ROAD, SR 1444, AND DAVIDSON-CONCORD HIGHWAY.
TRACT 2 ep LANDFILL AREA `JOO (DOES,NOTAFFECT SUBJECT PROPERTY)
w 5,517,880 SQ.FT. OR tyAp, sz,122 so.FT. ;1I O �� ` ��/
126.6731 ACRES " r11 i 62.12 ACRES , � 8. CLAIMS TO LAND CREATED OR LOST BYAC'CR£TION RELICTIONOR
pP r w, / , r AVULSION RESULTING FROM MOVEMENT OF THE CREEK FORMING
- Z OPar e I / PART OF THE BOUNDARY OF THE INSURED LAND.
"-- CP CPO) // / l (AS SHOWN ON.SURVEYI
Q PER MAP BOOK , PAGE L26 --V %
DONALD E. VMITAKER, �6CP_ CP :6y / Ill / \ r RIGHTS OF OTHERS(NAND TO THE CONTINUOUS AND
to AS TRUSTEE OF THE L24 3 'Qt UNINTERRUPTED FLOW OF THE WATERS BOUNDING OR
GERALD E Y M. and wife, RONALD GOLD OVERCASH TRUST AGREEMENT /`r / 2
KIMBERLY M. HINSON ¢ r I( CROSSING THE LAND AND RIPARIAN AND/OR LITTORAL RIGHTS
GATED MARCH 31, 2003 I l INCIDENT TO THE LAND. (AS SHOWN ON SURVEY)
DB 4691 PG 259 tx DB 10691 PG 81 / \
PID /4691-32-7633 7
TRUST CERTIFICAT/ON RECORDED IN BOOK !! 915, PAGE 31$
PID4691-52-9158 \ 10. CABARRUSCOUNTY REGISTRY (AFFECTS.. SUBJECT'PROPERTY,
V O � � ' � �- r1 I S 9,a / BUT CONTAINS NO ITEMS THAT CAN BE PLOTTED)
V C a 5
- - - _ - - - - - "i �I \ \g \ � �'� SURVEYOR'S DESCRIPTION
ZONE XM
Bein a artof PID #4691-52-9158 and b ll f th t rtait
LINE LEGEND: 1 l
EASEMENT
FENCE x
GUARD RAIL -
PROPERTYLLNE
PROPERTY LINE (NOT SURVEYED) - - - - - -
RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED)
NOTES:
1. THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED
2. ALL CORNERS MONUMENTED AS SHOWN.
3. NO RECOVERABLE NGS MONUMENT LOCATED WITHIN 2, 000 FEET OF SUBJECT
PROPERTY.
4, THE LOCATION OF UNDERGROUND UTILITIES.SHOWN ON THIS MAP IS
APPROXIMATE. BASED ON INFORMATION PROVIDED BYOTHERS OR BY FIELD
LOCATION. UTILITY LOCATIONS AS SHOWN HEREON ARE INTENDED FOR PLANNING
ONLY. ACTUAL LOCATION, SIZE, OR DEPTH OF LINE SHOULD BE VERIFIED WITH THE
INDIVIDUAL UTILI7YCOMPANYBE'FORE CONSTRUCTION
5. BROKENLINES INDICATE PROPERTY LINES NOT SURVEYED.
6. THE OFF -SITE RIGHT-OF-WAY SHOWN HEREON IS FOR ILLUSTRATIVE PURPOSES
ONLY. THE UNDERSIGNED CERTIFIES ONLY TO THE RIGHT-OF-WAYS SURVEYED, AND
DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OFANY ADJACENT PROPERTIES.
ZONING:
SUBJECT PROPERTY ZONED: CR (COUNTRYSIDE RESIDENTIAL - CABARRUS COUNTY)
ZONING RESTRICTIONS AS PER ZONING ORDINANCE -
MINIMUM
SETBACK: 50 FEET
MINIMUM SIDE YARD: 10 FEET
MINIMUM REAR YARD: 30 FEET
MAXIMUM BUILDING HEIGHT. 40 FEET
FOR FURTHER INFORMATION CONTACT THE CABARRUS COUNTY
ZONING DEPARTMENT AT 704-920-2141.
SUBJECT PROPERTY ZONED. 01(OFFICE-INSTITUTIONAL - CITY OF CONCORD)
FOR FURTHER INFORMATION CONTACT THE CITY OF CONCORD
ZONING DEPARTMENT AT 704-920-5152
PARKING:
NO PARKING SPACES EXIST ON
SUBJECTPROPERTY.
UTILITIES -CONCORD:
POWER
CITY OF CONCORD
[phone]
TELEPHONE
WINDSTREAM
1-877-807-9463
WATER & SEIVER
CITY OF CONCORD WASTE WATER
[phone]
GAS
PUBLIC SERVICE
1-877-776-2427
CABLE TELEVISION
TIME WARNER CABLE Know what's below.
1-800-892-2253 Call before you dig.
\
KERMIT H. MARSHALL and \\ \
LETA P. MRSHALL \ \
DB 7168 PG 261 KERMIT H. MARSHALL and wife,
PID #4691-73-1610 LOIS L MARSHALL
DEED OF TRUST 1 \
BK 539 PG 754 \ \
PID #4691-73-3800
CARTER B. FISHER and wife, ? ID ` 4s-
OR
MILDRED R. FISHER NOR
PID 46 DB 5 PG 153 3 N04'38'12"W • ' PUgUG R '
KERMIT
LE � I T H. MARSHALL B yQ4r�p,
60.02' VARI Age+�WA L015and wife, MARSHALL KERMIT H. MARSHALL
TIE LINE �� i �T and wife,
MONTANA M. MARSHALL I DB 7097 PG 76 I LOIS L. MARSHALL /j
DEED OF TRUST / 0
�•pTE R1GN I DB 11820 PG 226 - PIO #4691-63-8588 ./ yo
� p,( ------ i• ROX1fI : PID K4691-63-5594 BK 479 PG 3 ' FRED P. MOTLEY and wife,
--------�� oe -'""�' i' PPP I I \ .PID fa6s1-73-r ,. )/ I SUE D. MOTLEY
lIA Te R1 � ` � � `,^ ► � � � � _ _ _ � � � � �---000��� EIR N85.08'09 E DALTON L. HARRISON and wife. � D 284
T S87'28'50"W B 297 PG
/ Ul LESLIE F. HARRISON I I _ � - IDIt PID 1p4691-82-0986
HT OF �� ` -��� m : 257.95' 167.13' I O BK 801 PG 285 -
o TIE LINE I TIE LINE m m D' PID 64691-63-1492 �.� ^� OR 307.32' N N46'20'31"E
OR S88'07.39"W -{ ro I U' 299 93' ��' / 53 27'
CURTIS L ANDREWS, R.
ROBERT E. ANDREWS
MICHAEL J. ANDREWS
LARRY B. ANDREWS
SHERRI A. GRAHAM
DB 11555 PG 272
PID #4691-31-9145
CURTIS L ANDREWS, JR.
ROBERT E. ANDREWS
AIiCHAEL J ANDRE
WS 1
LARRY B. ANDREWS /
SHERRI A. GRAHAM
08 11555 PG 272 /
PID J4691-31-9145
EIP
N:810076.41 (GRO)
E1494761.20 (OW)
NCGS MONUMENT "DRAIN"
N:607571.4784 (GRID)
E: 1495515,2865 (GRID)
g p g p einao9 a ce n ract or parcel of land located in the City of
F,Pd�4n? \ Concord, Number Two (2) Township, Cabarrus County, North Carolina, and being more particularly
,v/0 / described as follows:
FRED P. MOTLEY and wife, / BEGINNING at an existing angle iron rod found, said point being located at the southwest comer of the
SUE D. MOTLEY / Dalton L. Harrison property as described in Deed of Trust Book 801. Page 285 of said registry, said point
DB 297 PG 284 / / being further located S 05°58'57" E - 264.04' from the northwest corner of the aforementioned Dalton L.
PID #091-82-0986 Harrison property;
thence with the line of Donald L Harrison, the following two (2) courses:
1) N 87°10'38" E - 594.50' to an existing iron pin found;
2) N 06°26'27" W, passing an existing iron rod found at 74.83' a total distance of
97.99' to an existing iron pin found, said point being the southwest comer of the Montana H. Marshall
\ \ v ♦ ♦ '......\ �\ _ / property;
♦ ` �- - -� APPROXIMATE LOCATION OF ZONE "X" - AREA OF 0.2% ANNUAL CHANCE FLOOD; 0 -0, ! \` / thence with the line of Montana H. Marshall and Kermit H. Marshall and wife Lois Marshall, N 86°48'09" E,
AREA OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE I I y�'C' \ ` `, passing an existing iron rod found at 256.48, passing an existing iron rod found a1556.41, passing a new
\ \ r DEPTHS OF LESS THAT 1 FOOT OR PATH DRAINAGE AREAS � �\ / iron rod set at 863.73', a total distance of 913.72' to a point in the center of Coddle Creek;
BY LEVEES FROMLESS THAT I UI%EMILE; AREA PROTECTEANNUAL CHANCE FLOODD I 1 y,�A9(g9,,`. �j ` /
SCALED FROM MAP NUMBER 3710469100J; DATED NOVEMBER 5, 2008 J ( '�`$%py(\\\ 1 thence with the center of Coddle Creek, the following eighteen (18) courses:
0, ,\ \ Y i 1) S 24-02-36" W - 82.81' to a point:
2) S 29-1710' W - 177.15' to a point;
v .✓'- ` -'-�, ", o4yF " , ` / 1) 3) S 27.0& 19" W - 257.5B' to a point;
\ ZONE "AE" APPROXIMATE LOCATION OF ZONE "AE' - SPECIAL FLOOD HAZARD AREAS (SHFAs) SUBJECT $ Jy4, '\ \ ' '� 1 4) S 21 °38'02" W - 148.87' to a point;
t \ TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; THE 1% ANNUAL CHANCE FLOOD O° �c \ 1 5) S 29°37'01" W - 141.06't0 a point;
\\ (100-TEAR FLOOD), ALSO KNOWN AS THE BASE FLOOD, IS THE FLOOD THAT HAS A ]%CHANCE \ - 8 `\ 1 6) S 29°43'04" W - 181.3l'to a point; \ OF BEING EQUALED OR EXCEEDED IN ANY GIVEN YEAR. THE SPECIAL FLOOD HAZARD AREA IS �� 7) S 18°45'45" E - 66.61't0 a point:
THE AREA SUBJECT TO FLOODING BY THE 1% ANNUAL CHANCE FLOOD: g 517 \ \
SCALED FROM MAP NUMBER 3710469100J; DATED NOVEMBER 5. 2008 8) S 25°43'21" E - 104.5T to a point \ ZONE "AE" \ \ � v� 9) S 48°51'12" E - 88.36' to a point:
\ \\ 11) S °39'04" E - 130.90' to a point:
53.04' ` 0 l
i \\\ \ 12) S 45°36'35" E - 91a point;
• • CK LAKEPOINTE CORPORATE CENTER,LLC 13) S 44°06'08" E - 739.09.04't to a point
S84.24123 W 461.95 62815\ DB 5578 PG 115 14) S 37°19'D4" E-158.07' to a point;
I r N89'35'48"W 881.19' TOTAL oft Ir \ \\ PID #4691-81-5606 15) S 34°03'49" E - 79.74' to a paint;
r OR \ \ 16) S 37°09'44" E - 117.9l' to a point;
/ / r 3,�•YI 17) S 46°03'56" E - 77.37' to a point;
/7 l 57g 3 69 ) \ 18) S 25°00'37" E - 233.10' to a point, said point being the northeast comer of the CK GFS Holding, LLC
/ 1 E� 3� \\ \ property as described in Deed Book 11261, Page 135. Lot 8 of Afton Ridge, Phase III as described in Map
r Book 60, Pages 55 & 56 of said registry;
CK GFS HOLDING, LLC thence with the line of CK GFS Holding, LLC property and the line of Lot 8, the following four (4) courses:
DB 11261 PG 135 1) N 89°35'48" IN, passing an existing iron rod found at 53.04', a total distance of
5 LOT 8 881.19' to an existing iron rod found;
ro
N. AFTON RIDGE, PHASE III 2) S 84°24'23" W - 461.95' to an existing iron rod found;
nary MB 60 PG 55 & 56 3) S 75°23'06" W - 313.69' to an existing iron rod found;
• 9j PID #4691-60-9892 4) S 40°59'50" W - 621.63'to an existing iron rod found, said point being the northeast comer of the
jr ' r _ l -p Nancy A. Smith Property as described in Deed Book 10422, Page 344 of said registry;
J ( J thence with the line of Nancy A. Smith, the following two (2) courses:
1) S 40°4704" W - 220.07' to an existing iron rod found;
2) N 89°3620" W - 857.61' to an existing iron pin found, said point being a comer of the
CENTERLINE CREEK LANDFILL AREA Curtis L. Andrews, at at property as described in Deed Book 1155, Page 272 of said registry;
OR
N89'38'20"W 857.61' OR \
NANCY A. SMITH and husband, \
RICHARD A. SMITH \
DB 10422 PG 344
PID W90-49-5667 \
\
NCGS MONUMENT "FIFTY" \
ON al "M.4399 (GRID)
E:1503641.6023 (GRID)
C.G.F.=0.9998491
"S
i
i
0 QR, ?
ro
LINE
BEARING
DISTANCE
Li
S2402'36"W
82.81'
L2
S29.17'10"W
177.15'
1_3
S27'03'19"W
257.58'
1_4
S21'38'02"W
148.87'
L5
S29'37'01"W
141.06'
L6
S29-43'04"W
181.31'
L7
S18'45'45"E
66.61'
L8
S25'43'21"E
104.57'
L9
1 S4T51'12"E
88.36'
L10
S54-57'29"E
135.37'
L11
S40-39'04"E
130.90'
L12
S4538'35"E
91.00'
L73
S44'06'08"E
139.04'
L14
537'19'04"E
158.07'
L15
S34'03'49"E
79.74'
Lib
S37'09'44"E
117.91'
L17
S4603'56"E
77,37'
L18
S25'00'37"E 1
233.10'
GRAPHIC SCALE
( IN FEET )
I inch = 200 ft.
LINE
BEARING
DISTANCE
1_19
S6921'39"E
112.56'
L20
S29' 15'44"W
132.65'
L21
S22'45'51'V/
67.16'
L22
S22'35'22'IN
66.12'
L23
S73'55'44'W
35.40'
L24
N79'50'40"W
91.86'
L25
N10*38'01"W
44.45'
N81'01'39"W
148.69'
N50-22'54"E
105.84'
I
NO3'19'00"E
39.67'
N61'57'57"E
242,54'
thence with the line of Curtis L. Andrews, at at, N 01°35'05" W - 1616.77'to an existing
iron rod pin found, said point being the southwest comer of the Gerald W. Hinson property as described in
Deed Book 4074, page 259 of said registry;
thence with the line of Gerald W. Hinson, the following two (2) courses:
1) N 01-36-18- W - 277.89' to an existing iron rod found;
2) N OW22'35" W - 158.63' to an existing iron pin found, said point being the southeast comer of the
Mercury Partners, LLC property;
ALTA/NSPS CERTIFICATION:
thence with the line of Mercury partners, LLC, N 00'29'36" W - 303.73'to a new iron rod set, said point
TO: CK AFTON RIDGE LAND, LLC,,;
being located S 00°29'36" E - 366.5T from the northwest corner of the Ronald Gold Overcash Trust
MOORE & VAN ALLEN PLLC,- FIRSTAMERICAN TITLE INSURANCE COMPANY:
Agreement property as described in Deed Book 10691, Page 81 of said registry, the northwest corner of
the Mercury Partners, LLC property as described in Deed Book 4906, Page 188 of said registry;
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS
thence with 2 new lines as follows:
BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL
1) N 88°10'16" E - 1226.6l' to a new iron rod set;
REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTL Y ESTABLISHED AND
2) N 05°58.57" W - 161.00'to the POINT AND PLACE OF BEGINNING, containing an area of 5,517,880
ADOPTED BY ALTA AND NSPS AND INCLUDES ITEMS 1, 2. 3, 4, 5, 6(a), 7(a), 7(6)(1),
sq. ft. or 126.6731 acres, as shown on a survey by R. B. Pharr & Associates, P.A., dated April 8, 2016,
7(c). 8. 9, 11, AND 13 OF TABLE A THEREOF, THE FIELD WORK WAS COMPLETED ON
Job No. 84733, File No. W-5031.
APRIL 8, 2016.
JUSTIN F. CLO,NI.NGER, NCPLS L-4430
email: jclon(nger a rhpharr
\\\\\\U1111II71I tll//err/i
.. CAROL i/i/i
I
= 4oFESS 09f9
FLOOD CERTIFICATION 3 8
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTIES PARTLY = a' SEAL ;
LOCATED IN A SPECIAL FLOOD HAZARD AREA AS SHOWN ON = :1r' L-4430 rk ;
MAPS PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT `c.:'''ta Yr O.z
1 � J
AGENCY. FEDERAL INSURANCE ADMINISTRATION, DATED
NOV
MBER 5,
ENUMBER 32008
7010469100J; ZONE "X" AND "AE" ////rx�ry11
MAP1IC11100 \\\\
THIS IS TO CERTIFY THA T ON THE 8th DAYOF APRIL 20 16 AN ACTUAL SURVEY WAS MADE UNDER
MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT. AND THAT THE BOUNDARY LINES AND THE IMPROVEMENTS, IF
ANY, AREAS SHOWN HEREON. THIS PLAT MEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA, BOARD RULE .I600 (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF
ONE (D FOOT PER 10, 000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OF
ANGLES TURNED.
TOTAL AREA: 5,517,880 SQ.FT. OR 126.6731 ACRES
SITE SURVED
PLOTTED: 12/16/2016
G:\84\7\a4733\DWG\84733.DWG
V-100

5
0
VICINITY MAP
ns
HI
10
LEGEND
0
ro
i,
ro
® REBAR UNLESS OTHERWISE NOTED
■
EXISTING MONUMENT
O
IRON PIPE SET
♦
CALCULATED POINT
caj
UTILITY POLE
LIGHT POLE
SURVEYED LINE
--- -- LINE NOT SURVEYED
au OVERHEAD UTILITY LINE
X FENCE LINE
111:i�1�:7Lk1:C�1•i69fiai4
t4��.Y�]
• , i
[�.7F�•FiriiiFY�iC7E.��3i�
f1i7Cltli�3€:3C�3E3)€;�
DONALD E. WHITAKER. TRUSTEE
OB 10691, PG 81
PID 4691-52-9158
ZONED 01
CONTROL CORNER
REBAR
N- 610669.47
E- 1495620.39
FILED Dec 19, 2016 11:51 am
FILED
BOOK 00072
CABARRUS
PAGE 0052 THNU 0052
COUNTY NC
INSTRUMENT* 33584
WAYNE NIXON
EXCISE TAX $0.00
REGISTER
OF DEEDS
rc�
, KEVIN S. BAUCOM, PLS, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION AND THE
'OLLOWING INFORMATION WAS USED TO PERFORM THE
4SS OF SURVEY: CLASS A
SITIONAL ACCURACY: < 0.100'
PE OF CPS FIELD PROCEDURE: VRS
TE OF SURVEY: 10-28=16
TUM/EPOCH: NAD 83(2011)
BLISHED/FIXED—CONTROL USED: UNOC
DID MODEL: GEOID12A
MBINDED GRID FACTOR(S): 0.99984815
ITS: METERS CONVERTED TO US SURVEY FEET
i
i
i
i
I, KEVIN S. BAUCOM. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
DEED DESCRIPTION RECORDED IN BOOK AND PAGE SHOWN; THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AND DRAWN FROM
INFORMATION FOUND IN BOOK AND PAGE SHOWN; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1:10,000+; AND THAT THIS PLAT WAS
PREPARED IN ACCORDANCE WITH G.S. 47-30 AS AMENDED. WITNESS MY
ORIGINAL SIGNATURE, LICENSE NUMBER, AND SEAL THIS
29TH OF N MBER, A.D. 2016.
VIN S. B PLS L-4275
jTYPERG.S. CERTIFYEBY 30 (f)(11)(o).' THIS SURVEYY TTHE ELLS SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS.AN_ORDINANCE THAT REGULATES PARCELS OF LAND.
PIOFESSIONAL,�fAD SURVEYOR
LOT 2
101,194 Sq,Ft.
x
2.32 Acres
N f
A PORTION OF
. ro
NANCY dr RICHARD SMITH
DB 10422, PO 344
�i
PID 4690-49-5667
ZONED U
�^
290 GOODMAN RD
m
CONCORD, NC 28027
TOTAL ACREAGE OF LOTS
7.86
BEING RECORDED
TOTAL NUMBER OF LOTS
2
BEING RECORDED
ACREAGE IN LOTS
7.86
ACREAGE IN STREET
0.25
RIGHTS —OF —WAY
6200 GLEN AFTON. LLC
DO 11814, PG 148
LOT 8 PS 60, PG 53 AND 56
PID 4691-60-9892
ZONED CD
TiE EIP TO
2e PINE
PROPERTY LINE TO
S 0023'55" E
BE REMOVED
0.57'
CONTROL CORNER �"�
..... 83'33'12" E
<�
REBAR
N- 610295.99
247 87'
"� S 85.44' E
TIE
N 86'10 41'
E- 1495705.94
97.20'
W
�""'�"`
PROPERTY CORNER
11"."..
IS 24' PINE
E
AXLE
NANCY dt RICHARD SMITH
DO 10422, PG 344
PID 4690-49-5667
1
ZONED U
11,001 Sq.Ft.
0.25 Acres
STREET RIGHTS —OF -
TIE
N OSY 8'09" E
1309,02'
LOT 1
f
J�
1
241,413 Sq.Ft.
;
5.54 Acres
INCLUDING STREET
RIGHTS —OF —WAY
d
A PORTION OF
8 •o
CUR71S & BEM ANDREWS,
h PAUL # WANDA WILLIAMS
ET AL
D13 35Z PC 273 m
DO 03, PG 680
PID 4690-89-11i07
PID 46900-69—OD18
ZONED U
r ZONED LI
GARAGE AND
283 GOODMAN RO
CARPORT I
CONCORD, NC 28027
.. I
APPARENT MAINTAINED
AREA BY WILLIAMS
I
APPARENT FENCE
i
NEW PROPERTY LINE ENCROACHMENT
ALONG CENTERLINE
OF GOODMAN ROAD
x ^'
.a 19' PCP
_
.......... .......
..
°v
CURTIS k BEM ANDREWS CURTIS ANDREWS. , V-7 '
DO 35Z PG 273 (
DO 722, PG 139
CURTIS & BEM ANDREWS PID 4690-69-0018
PID 46VO-69-0531
f
DO 67Z PG 248 ZONED U
ZONED U
PID 4690-58-6938 '
ZONED LI
GENERAL NOTES
1.) THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS A
BOUNDARY SURVEY.
2.) ZONING: U AS PER CABARRUS COUNTY GIS
3.) FLOOD NOTE: THiS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD ZONE AS PER FEMA F.I.R.M.
COMMUNITY PANEL# 37104691100J
DATED NOVEMBER 5, 2008.
4.) REFERENCES: DO 10422, PG 344 DO 352, PG 273
OF THE CABARRUS COUNTY REGISTRY
PIN 4690-49-5667 4690-69-0018
5.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE
BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
6.) THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE
TITLE SEARCH.
7.) THE PURPOSE OF THIS PLAT IS TO CREATE LOT I AND LOT 2
WHICH WALL THEN BE COMBINED INTO ONE PARCEL. THE COMBINED
PARCEL WiLL BE USED TO ACCESS PARCEL 4691-52-9158 FROM
GOODMAN ROAD.
CERTIFICATE OF OWNERSHIP AND DEDICATION
1(We) herby cerrtly that I am(we are) hereby adopt this plan of
subdivision with my(our) free consent, established minimum building
lines, and dedicate oil roads, alleys, walks, parks, and other sites to
the public use except as noted. Further, I(We) certify the land as
shown hereon is within the platting jurisditiction of Cobarrus County.
7'flrll,l_ 12
Onel a /� _ Date- — ' —
Owrer
Owner
CERTIFICATE
�O_F—APPROVAL BY THE SUBDIVISION ADMINISTRATOR
Subdivision Administrator of Cobarrus
hereby approvye the final plat of a subdivision entitled "Goodman Road,
A.Portiqn ofr,6890-69-0018 anA1690-49-5667" on the tI& day of
2016.
Cy,: i'iO�1/rG
:1!—T-tzFiM. W.' Z.V•11S1aiSi
CERTIFICATE OF REVIEW OFFICER
State of North Carolina
County of Caborrus
I, Gre �Gt� _ Review Officer of Cobarrus County,
certify at the map or plat to which this certification is affixed meets
all statutory requirements for recording.
1,014 /lot& 6TD6i
Date Review Officer
GRAPHIC SCALE
8o 0 40 80 160
1 inch 80 tL
CKP16020
702"AW; CKP-16020-F1
100000000
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TOPOGRAPHIC AND ALTA/NSPS LAND TITLE SURVEY ISSUE
DATE APRIL 8, 2016. REVISED DECEMBER 9, 2016. PROVIDED
BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
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