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NCGS MONUMENT "DRAMN: 607571.4784 (GRID)
E: 1495515.2865 (GRID)
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NCGS MONU 66
N: 615336.4
E:1503641.6
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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]
3 4
2
1
SHEET KEY N.T.S.
CURRENT SHEET
SHEET LIST
C-000
OVERALL PROJECT PLAN
C
-300-C-304
EROSION CONTROL - STAGE I
C
-310-C-314
EROSION CONTROL - STAGE II
C-410
CULVERT PROFILES
C-420
DRAINAGE AREA MAP
C-421
PRE - DEVELOPMENT DRAINAGE
AREA MAP
C-422
POST - DEVELOPMENT DRAINAGE
AREA MAP
C-423
CULVERT DRAINAGE AREA MAP
C
-900-C-901
SITE DETAILS
C-910
BMP #1 DETAIL
V -100-V-102
SITE SURVEY
I
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+ 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
6979 U NTZ ROAD
CONCORD, NC 28027
OVERALL
PROJECT PLAN
Project No.
4386.04
Issued
04/21/17
Revised
2
G
W SEAL
C1361
O �0� C 103 �=Q
v TN CARc
10
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06/09/17
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SCALE: 1 "=200'
0 100' 200' 400'
G000
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

II
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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
LEGEND
SYMBOL
n
a
CURRENT SHEET
N.T.S.
DETAIL
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
SEDIMENT BASIN 9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
OUTLET STRUCTURE WITH SKIMMER
TREE PROTECTION FENCING
SILT FENCE
19/C-900
9/C-900
.,C_„0 EROSION
CONTROL PLAN
SILT FENCE OUTLET 2,3/C-900
-STAGE I
FLEXIBLE PIPE SLOPE DRAIN 18/C-900
PROPOSED STORM DRAINAGE 17/C-901
Project No.
4386.04
STABILIZED CONSTRUCTION 20/C-900
ENTRANCE
Issued
GRAVEL RIP RAP APRON
PROJECT LIMIT
DIVERSION DITCH
ROCK CHECK DAM
DRAINAGE AREA
GRAVEL AND RIP RAP
FILTER BERM BASIN
STONE INLET PROTECTION
CATCH BASIN INLET PROTECTION
EROSION CONTROL MATTING
_/_
04/21/17
1111111111111111111111
-/-
10/c -goo
Revised
4/C-901
-/-
1/C-901 /-
1/C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I
I
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.
O
W:.OR,,..oRc, SEAL F".
I
J • C-1361 ; -o
:gyp, C-103 �ZQ:
•CARO
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N
SCALE: 1 "=40'
0 20' 40' 80'
C-301
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

/ / / / / / / - / \ \ \ \ \ \ \ \ \ I 1 I / I / I / / / / SEDIMENT BASIN O/ / / I I , I I I I ► I I I / / / 1, I/ I
/ / / / / / / / 1 / I \ \ \ \ \ � _ � / I I / I I / / / / / / / (BASIN DESIGNED PER FINAL / / / I I I / / I
/ / / / /I / / - - / / I \ \ \ \ \ v / I / / / I / / / / / / / / PERMANENT BMP #1) / / / / / I I I x I I I ULl / / / / �I II
/ / / / ' / ( / / / / / \ \ - - - 1 > \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / TOPTOF STORAGE: 634.00/ // /' / / I I I IK 1 I\ \
/ / / / / /' / / �i / _ _ - - - / 690.9 \ \ \ / / / / / / / / / / / / / BOTTOM OF STORAGE: 627.00 / / I I / /
/ // / / / Y / / / - 690.6 x \ \ \ \ 685.8 / / / / / / / / / / / DEPTH OF STORAGE: 7' / / / / / / I I I I I / / J /
/ / / / /[/� / / I _ L � x \ \ � \ \ / / / / / / / / / / / / AREA AT SPILLWAY:31,840 SF / / � / / / / / I I I I / 1 /
/ / / / / / / / \ \ \ \ \ / / / / / / / / / / / / / / / / / DRAINAGE AREA: 17.6 AC / / ,� I I II x I I I I /
/ / / I ' / / SM DE AL 9/0-M / / ► I I I 1 /
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/// / // /' / /� \ \ \ \ 6 •8 \ \ `\ I / / / // /' / / // // /' � / / // / / PERMANENT OUTLET CONTROL STRUCTURE, OCS-EC-3. / / / A / f l 4. I III I I I / /
/ / / / -- \ / / / / / / / INSTALL 4 SKIMMER WITH 3.50 ORIFICE. CONNECT I \ I I I / / / I I / / I I I
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// / / / / / / X / 1- \ I / I / / / / / / / / / / / / / / / / / / / PHASES OF EROSION CONTROL. SEE DETAIL ll/C-910 1 1 1 / I I I / / / / x/ / I I ' d / /
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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]
SHEET KEY
LEGEND
SYMBOL
n
a
REM
CURRENT SHEET
N.T.S.
DETAIL
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
SEDIMENT BASIN 9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
OUTLET STRUCTURE WITH SKIMMER
TREE PROTECTION FENCING
SILT FENCE
19/C-900
9/C-900
1,4/C-900 EROSION
CONTROL PLAN
SILT FENCE OUTLET 2,3/C-900
-STAGE I
FLEXIBLE PIPE SLOPE DRAIN 18/C-900
PROPOSED STORM DRAINAGE 17/C-901
Project No.
4386.04
STABILIZED CONSTRUCTION 20/C-900
ENTRANCE
Issued
GRAVEL RIP RAP APRON
PROJECT LIMIT
DIVERSION DITCH
ROCK CHECK DAM
DRAINAGE AREA
GRAVEL AND RIP RAP
FILTER BERM BASIN
STONE INLET PROTECTION
CATCH BASIN INLET PROTECTION
EROSION CONTROL MATTING
_/_ 04/21/17
111111111
-/-
10/C-900
Revised
4/C-901
-/-
1/C-901 /-
1/C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I `
i w
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.
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SCALE: 1 "=40'
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C-302
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

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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]
SHEET KEY
CURRENT SHEET
N.T.S.
LEGEND
SYMBOL
DSEDIMENT BASIN
00 OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
EMMMME FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 0 0 C STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
m m m PROJECT LIMIT
-00. -► DIVERSION DITCH
0
ROCK CHECK DAM
- DRAINAGE AREA
GRAVEL AND RIP RAP
FILTER BERM BASIN
01 STONE INLET PROTECTION
r- > CATCH BASIN INLET PROTECTION
-----1
EROSION CONTROL MATTING
I
_-_-_-_J
DETAIL
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
9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/,-900 EROSION
�
CONTROL
PLAN
04/21/17
- STAGE I
18/C-900
17/C-901
Project No.
4386.04
20/C-900
�
Issued
04/21/17
-/-
10/C-900
Revised
4/C-901
-/-
/-
1/C-901
1/C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
GrTR
�
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.
SO
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SCALE: 1 "=40'
0 20' 40' 80'
C-303
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

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` \ \ \ \' SEE DETAIL 2,3/C-900 ` 0 \ ` `` - _ _ _ _ _ / x / - - - - - - \ - / 610.6 © © - - / / / / 0 - 608.6
-✓ 611.2 / \\ / '
10 \\ \ SILT FENCE OUTLET \\\ 7 / / / / \© \- / `/ x d Q / 609.9 //// x /-_--
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/ - -
x SEE DETAIL 2,3/C-900 \ \ Upland % / x - / - � \ _ . _ / Q - -
\ 2 61.x.7\ \ \ / _ \---- �3 609.8 ___- /
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\ \
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/ I 1
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I \ / \ \ \ / x61-0 - \ \ \ \ \ \ _ - - - 608.4 / _ I - J ^ 607.7 I
1 1 a \ /// / / \1 \ \ \ \ \ ////--: --a-:z \ --- �- _ ` i, 608.5 / i- ---- /--
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/ \ A \ \ I \ / \�- \- _ _
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/ � I/ / I \ / G 6' � / x /// �\ \ x ( / -- - 1
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SEE DETAIL 2,3/C-900 - � /i/ ////i - \ \\ -- �y �`� - - - _- \_ _ - \\ \ \\ \\ \ x
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// __ _ / _ _
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DAVIDSON HIGH WA Y
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VICINITY MAP N.T.S. (D
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
CURRENT SHEET
N.T.S.
LEGEND
SYMBOL
SEDIMENT BASIN
OL -pp OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
M M M L FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 O STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
=MMMMMPROJECT LIMIT
-111111. -.111111. DIVERSION DITCH
ROCK CHECK DAM
- �*
- DRAINAGE AREA
GRAVEL AND RIP RAP
hfh FILTER BERM BASIN
STONE INLET PROTECTION
- 01
CATCH BASIN INLET PROTECTION
-----------1
1 EROSION CONTROL MATTING
DETAIL
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
9,10/C-901 6979 U NTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/C-900 EROSION
CONTRON
PLAN
Project No.
- STAGE I
18/C-900
17/C-901
Project No.
4386.04
20/C-900
Issued
04/21/17
11111111111111111111111111
-/-
10/C-900
111111111111111111111
Revised
4/C-901
-/-
/-
1/C-901
1/C-901
11/C-900
12/C-900
IN
11
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
2/C-901
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
14 I 1 I
aiIlkill 11rd
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.
���I►\���'� & ST
i.
:.oRPORgT••O�.
W SEAL -
J ; C-1361
O . yop C-103 ��e .'
Th' CAR?.-
00an111111111
`\� •CAS :7'<
:/ ? X1570
F.••
,',",,r"1411111110 /10/17
N
SCALE: 1 "=40'
0 20' 40' 80'
C-304
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

STORM DRAINAGE NOTES
1. ALL PIPE TO BE INSTALLED AND BEDDED PER MANUFACTURER'S SPECIFICATIONS.
REFERENCE DETAIL 17/C-901.
2. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ACROSS PIPES UNTIL A MINIMUM OF 2' OF
COMPACTED COVER HAS BEEN INSTALLED.
3. ALL CONSTRUCTION TO MEET OR EXCEED NCDOT AND LOCAL STANDARDS.
RETAINING WALL NOTES
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RETAINING THE SERVICES OF A QUALIFIED
ENGINEER TO COMPLETE THE DESIGN AND PERMITTING OF ALL PROPOSED SEGMENTAL
CONCRETE BLOCK RETAINING WALLS SHOWN ON THE DRAWINGS. THE DESIGN OF ALL
RETAINING WALLS IS TO BE CONDUCTED IN ACCORDANCE WITH THE NORTH CAROLINA STATE
BUILDING CODE, SECTION 1807. DETAILED RETAINING WALL DESIGN DRAWINGS, SEALED BY
A NORTH CAROLINA LICENSED ENGINEER, SHALL BE SUBMITTED TO THE LOCAL PLAN
REVIEW AUTHORITY PRIOR TO CONSTRUCTION. A NORTH CAROLINA LICENSED ENGINEER
MUST PERFORM CONSTRUCTION OBSERVATION, VERIFYING IN A SEALED LETTER TO THE
LOCAL INSPECTION AUTHORITY THAT THE RETAINING WALLS WERE CONSTRUCTED IN
ACCORDANCE WITH THE APPROVED ENGINEERED DRAWINGS, IN COMPLIANCE WITH SECTION
1704 OF THE NORTH CAROLINA STATE BUILDING CODE.
2. BOTTOM OF WALL ELEVATIONS (BW) REFERENCE THE BOTTOM OF WALL AT FINISHED GRADE,
TYPICAL IN ALL AREAS. REFER TO WALL STRUCTURAL PLANS BY OTHERS FOR TOP AND
BOTTOM OF FOOTING ELEVATIONS.
3. ALL RETAINING WALLS GREATER THAN 4 FT (RESIDENTIAL) OR 5 FT (COMMERCIAL) IN
HEIGHT REQUIRE A BUILDING PERMIT PRIOR TO CONSTRUCTION.
STORM DRAIN SCHEDULE NOTES
1. "Cl" STRUCTURES TO BE CURB INLET CATCH BASINS (NCDOT STD. 840.02).
2. "FES" STRUCTURES TO BE FLARED END SECTION (NCDOT STD. 310.03).
3. "HW" STRUCTURES TO BE HEADWALL (NCDOT STD. 838.80).
4. "MH" STRUCTURES TO BE MANHOLES (NCDOT STD. 840.52).
5. "OCS" TO BE STORMWATER OUTLET CONTROL STRUCTURE (REFERENCE DETAIL 1/,C-910).
6. "RCP" TO BE REINFORCED CONCRETE PIPE (ASTM C 76), CLASS III UNLESS NOTED OTHERWISE.
7. "RCP - LRJ" TO BE REINFORCED CONCRETE PIPE WITH LEAK -RESISTANT JOINT, 0 -RING RUBBER
GASKET JOINTS WITH EXTERNAL BUTYL JOINT WRAP.
8. US GRATE ELEVATION FOR Cl IS AT EDGE OF PAVEMENT.
9. US GRATE ELEVATION FOR DI IS AT CENTER OF GRATE.
10. US GRATE ELEVATION FOR MH OR JB IS AT TOP OF LID.
11. US GRATE ELEVATION FOR YI IS AT INVERT OF WEIR.
12. MANHOLE AND/OR JUNCTION BOX RIM SET 1 FOOT ABOVE FINISHED GRADE IN GRASSED AREAS.
PID #4691-73-1610 j I'Iu #4691- /6-,5bUU \ /
\ \� PVB1-\C KERMIT H. MARSHALL KERMIT H. MARSHALL
CARTER B. FISHER and wife, E and wife,
\ / / p MILDRED R. FISHER VPR\AB` �►d Y LOIS MARSHALL \ and wife, / �M
OFA P MONTANA M. MARSHALL DB 7097 PG 76 \ LDEED OF TRUSTOIS L E
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PID #4691-34-940 PPPROX\M I PID X4691-63-5594 I PID X4691-73-3� / / FRED P. MOTLEY and wife,
SUE D/ MOTLEY
e J - DALTON L. HARRISON and wife, I DB 7 PG 09
• • / \ s'�- - / / / 84
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f \ \ \ JANET L. BIGGERS/��
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STORM NETWORK'EC' - FOR EROSION CONTROL PHASE ONLY
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
SIZE (IN.)
MATERIAL
LENGTH (FT.)
SLOPE (FT/FT)
UPSTREAM INVERT DOWNSTREAM INVERT
ELEVATION (FT) ELEVATION (FT)
UPSTREAM RIM
ELEVATION (FT)
CI -EC -13A
CI -EC -13
15
RCP
36
0.0061
639.20
638.98
642.65
CI -EC -13
CI -EC -12
24
RCP
184
0.0097
638.28
636.50
642.65
CI -EC -12D
CI -EC -12C
15
RCP
36
0.0100
639.00
638.64
644.60
CI -EC -12C
YI-EC-12B
30
RCP
32
0.0108
637.24
636.90
644.60
YI-EC-12B
CI -EC -12A
36
RCP
31
0.0100
636.40
636.09
642.50
CI -EC -12A
CI -EC -12
36
RCP
36
0.0108
635.89
635.50
645.31
CI -EC -12
CI -EC -11
42
RCP
142
0.0127
635.50
633.70
645.31
CI -EC -11
MH -EC -10
48
RCP
35
0.0058
633.20
633.00
648.16
MH -EC -10
MH -EC -9
48
RCP
51
0.0078
632.80
632.40
648.01
MH -EC -9
HW -EC -8
48
RCP
22
0.0090
632.20
632.00
641.12
YI-EC-7B
CI -EC -7
15
RCP
27
0.0075
641.00
640.80
644.50
CI -EC -7A
CI -EC -7
15
RCP
36
0.0100
640.96
640.60
645.91
CI -EC -7
CI -EC -6
36
RCP
66
0.0100
638.85
638.19
645.91
CI -EC -6
MH -EC -5
36
RCP
37
0.0103
638.00
637.62
646.90
MH -EC -5
HW -EC -4
36
RCP
35
0.0101
632.35
632.00
644.23
OCS-EC-3
MH -EC -2
36
RCP
46
0.0100
626.00
625.54
639.33
MH -EC -2
HW -EC -1
36
RCP
30
0.0132
619.40
619.00
639.50
PID #4691-73-1610 j I'Iu #4691- /6-,5bUU \ /
\ \� PVB1-\C KERMIT H. MARSHALL KERMIT H. MARSHALL
CARTER B. FISHER and wife, E and wife,
\ / / p MILDRED R. FISHER VPR\AB` �►d Y LOIS MARSHALL \ and wife, / �M
OFA P MONTANA M. MARSHALL DB 7097 PG 76 \ LDEED OF TRUSTOIS L E
i DB 315 PG 153j� I #4691-63-8588
�� \ ` - - • / P.�` - ID 4691 PG 226 PID BK 479 PG 40
PID #4691-34-940 PPPROX\M I PID X4691-63-5594 I PID X4691-73-3� / / FRED P. MOTLEY and wife,
SUE D/ MOTLEY
e J - DALTON L. HARRISON and wife, I DB 7 PG 09
• • / \ s'�- - / / / 84
PID 691-82-0986
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' / / • BK 801 PG 285 ���� % / N46'20'31'E
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\ \ rl�
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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]
a4
2
1
SHEET KEY N.T.S.
CURRENT SHEET
LEGEND
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
SYMBOL DETAIL
SEDIMENT BASIN 9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
pp OUTLET STRUCTURE WITH SKIMMER 19/C-900
XX TREE PROTECTION FENCING 9/C-900
X SILT FENCE 1,4/C-900 OVERALL
SILT FENCE OUTLET 2,3/C-900 EROSION
CONTROL PLAN
M M M L FLEXIBLE PIPE SLOPE DRAIN 18/C-900
- STAGE II
PROPOSED STORM DRAINAGE 17/C-901
Project No.
0 0 4386.04
O STABILIZED CONSTRUCTION 20/C-900
Q Q ENTRANCE
O O
Issued
04/21/17
GRAVEL RIP RAP APRON -/-
PROJECT LIMIT -/-
DIVERSION DITCH 10/C-900
ROCK CHECK DAM 4/C-901
DRAINAGE AREA -/-
GRAVEL AND RIP RAP 1/C-901
FILTER BERM BASIN
STONE INLET PROTECTION 11/C-900
CATCH BASIN INLET PROTECTION 12/C-900
i-----------1
I I EROSION CONTROL MATTING 2/C-901
I I
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I ;
1 I /
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.
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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
CK GFS HOLDING, LLC
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DB 11261 PG 135
LOT 8
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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]
a4
2
1
SHEET KEY N.T.S.
CURRENT SHEET
LEGEND
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
SYMBOL DETAIL
SEDIMENT BASIN 9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
pp OUTLET STRUCTURE WITH SKIMMER 19/C-900
XX TREE PROTECTION FENCING 9/C-900
X SILT FENCE 1,4/C-900 OVERALL
SILT FENCE OUTLET 2,3/C-900 EROSION
CONTROL PLAN
M M M L FLEXIBLE PIPE SLOPE DRAIN 18/C-900
- STAGE II
PROPOSED STORM DRAINAGE 17/C-901
Project No.
0 0 4386.04
O STABILIZED CONSTRUCTION 20/C-900
Q Q ENTRANCE
O O
Issued
04/21/17
GRAVEL RIP RAP APRON -/-
PROJECT LIMIT -/-
DIVERSION DITCH 10/C-900
ROCK CHECK DAM 4/C-901
DRAINAGE AREA -/-
GRAVEL AND RIP RAP 1/C-901
FILTER BERM BASIN
STONE INLET PROTECTION 11/C-900
CATCH BASIN INLET PROTECTION 12/C-900
i-----------1
I I EROSION CONTROL MATTING 2/C-901
I I
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I ;
1 I /
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.
Kevlsea
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`�N •CAS :'Y_ <
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N
SCALE: 1 "=200'
0 100' 200' 400'
C-31 0
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

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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
CURRENT SHEET
N.T.S.
LEGEND
SYMBOL
DSEDIMENT BASIN
00 OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
EMMMME FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 0 0 C STABILIZED CONSTRUCTION
O 0 O 0 ENTRANCE
GRAVEL RIP RAP APRON
mmmmmmPROJECT LIMIT
—00. —► DIVERSION DITCH
ROCK CHECK DAM
DRAINAGE AREA
GRAVEL AND RIP RAP
FILTER BERM BASIN
01 STONE INLET PROTECTION
> CATCH BASIN INLET PROTECTION
EROSION CONTROL MATTING
I
DETAIL
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
9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/,-900 EROSION
�
CONTROL
PLAN
04/21/17
- STAGE II
18/C-900
17/C-901
Project No.
4386.04
20/C-900
�
Issued
04/21/17
10/C-900
Revised
4/C-901
1/C-901
11/C-900
12/C-900
2/C-901
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I `
1
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.
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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

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/ / / Y \ / / / / / / / / / BOTTOM OF STORAGE: 627.00 /
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LARRY B. ANDREy1LS / / / / / - \ \` - `- ' ` \ , ' ' r ' / + 11111 r- / / - - _ CLASS B RIP RAP SLOPE
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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
CURRENT SHEET
N.T.S.
LEGEND
SYMBOL
DSEDIMENT BASIN
00 OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
M M M FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 0 STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
mmmmmmPROJECT LIMIT
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0
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- DRAINAGE AREA
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FILTER BERM BASIN
01 STONE INLET PROTECTION
> CATCH BASIN INLET PROTECTION
I-
-----1
EROSION CONTROL MATTING
I
-------J
DETAIL
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
9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/,-900 EROSION
�
CONTROL
PLAN
_ /_
04/21/17
1
- STAGE II
18/c -goo
17/C-901
Project No.
4386.04
20/C-900
�
Issued
_ /_
04/21/17
1
-/-
10/C-900
Revised
4/C-901
_/_
/-
1
1 /C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
GzaEu
1
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.
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C-312
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

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SURVEY DISCLAIMER
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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]
3 4
2
I IX1
SHEET KEY N.T.S.
CURRENT SHEET
LEGEND
SYMBOL
DSEDIMENT BASIN
00 OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
1111111 1111111 1111111 FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 0 0 C STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
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— DRAINAGE AREA
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r- > CATCH BASIN INLET PROTECTION
-----1
EROSION CONTROL MATTING
I
_-_-_-_J
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+9197191800f+9197191819
url+ www.colejeneststone.com
CHILDRESS KLEIN
PROPERTIES
301 SOUTH COLLEGE STREET
SUITE 2800
CHARLOTTE, NC 28202
AFTON RIDGE
INDUSTRIAL
DETAIL
9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/,-900 EROSION
CONTROL
PLAN
_/_
04/21/17
- STAGE II
18/c -goo
17/C-901
Project No.
20/C-900 4386.04
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I �
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.
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SCALE: 1 "=40'
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C-313
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
Issued
_/_
04/21/17
�
-/-
10/C-900
Revised
4/C-901
_/_
/-
1
1 /C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I �
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.
. SO O e
V •pRPORy�•. "
- c, SEAL ('\ '• '_CT'
J • C-1361 ; -o
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N
SCALE: 1 "=40'
0 20' 40' 80'
C-313
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

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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]
3 4
2
1
SHEET KEY N.T.S.
CURRENT SHEET
LEGEND
SYMBOL
SEDIMENT BASIN
00 OUTLET STRUCTURE WITH SKIMMER
XX TREE PROTECTION FENCING
X SILT FENCE
SILT FENCE OUTLET
M M M FLEXIBLE PIPE SLOPE DRAIN
PROPOSED STORM DRAINAGE
0 0 0 0 C STABILIZED CONSTRUCTION
0 0 0 0 ENTRANCE
GRAVEL RIP RAP APRON
mmmmmmPROJECT LIMIT
-00. -► DIVERSION DITCH
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-01
— DRAINAGE AREA
GRAVEL AND RIP RAP
FILTER BERM BASIN
0 STONE INLET PROTECTION
> CATCH BASIN INLET PROTECTION
-----------1
EROSION CONTROL MATTING
L_—__J
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
9,10/C-901 6979 UNTZ ROAD
CONCORD, NC 28027
19/C-900
9/C-900
1,4/,-900 EROSION
Issued
CONTRON
PLAN
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— /—
- STAGE II
18/c -goo
17/C-901
Project No.
4386.04
20/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I �
6141
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.
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C-314
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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
Issued
_/_
04/21/17
�
— /—
10/C-900
Revised
4/C-901
-/-
/-
1/C-901
1/C-901
11/C-900
REFER TO SHEET C-300 FOR EROSION
CONTROL NOTES, CONSTRUCTION SEQUENCE
NOTES, SEEDING SPECIFICATIONS, AND
SEEDBED PREPARATION NOTES.
REFER TO SHEET C-310 FOR STORM SCHEDULE.
REFER TO SHEET C-410 FOR CULVERT PROFILES
I �
6141
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.
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C-314
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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

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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]
I f
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+ 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
6979 UNTZ ROAD
CONCORD, NC 28027
CULVERT
PROFILES
Project No.
4386.04
04/21/17
Revised
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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
ROD PROROSOD
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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]
I f
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+ 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
6979 UNTZ ROAD
CONCORD, NC 28027
CULVERT
PROFILES
Project No.
4386.04
04/21/17
Revised
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J ; C-1361
OC -103
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C-41 0
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

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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]
3
2
Id
SHEET KEY N.T.S.
CURRENT SHEET
THIS SHEET FOR
REFERENCE ONLY
I �
1
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.
ColelJenest
& 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+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
DRAINAGE AREA
MAP
Project No.
4386.04
04/21/17
Revised
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CURRENT SHEET
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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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.
ColelJenest
& 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+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
DRAINAGE AREA
MAP
Project No.
4386.04
04/21/17
Revised
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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

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BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
SHEET KEY
CURRENT SHEET
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THIS SHEET FOR
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1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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LOCATED PRIOR TO CONSTRUCTION.
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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+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
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ColeJenest & Stone, P.A. 2017

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BY R.B. PHARR & ASSOCIATES, P.A., 420 HAWTHORNE LANE,
CHARLOTTE, NC 28204. [phone]
3 4
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SHEET KEY N.T.S.
CURRENT SHEET
LEGEND
SYMBOL
FUTURE IMPERVIOUS AREA
■�������■ DRAINAGE AREA
DRAINAGE SUB -AREA
TIME OF CONCENTRATION PATH
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+9197191800f+9197191819
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
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1 I 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.
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DA VIDSON HIGH WA Y
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( �QF`
o UNTZ ROAD
o
SITE
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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]
SHEET KEY
CURRENT SHEET
N.T.S.
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+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
CULVERT
DRAINAGE AREA
MAP
Project No.
4386.04
04/21 /17
Revised
:.oRp 0&,;-.�� ,
W - SEAL � : �
J • C-1361
O . y0, C-103 ��e
Th' CARS
1-01111 111111111
'\N •CAS :Y<
/ � / � 1570
v.� cIN6,
,',,111j1M11111,11' 06/09/17
N
SCALE: 1 "=300'
0 V 0' 300' 600'
C-423
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

NOTES:
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
NOTES
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT.
1. INLET MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
STEEL POST 5' MAX.
STEEL eoST
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
2. FILTER TYPES SHALL BE APPROVED BY THE INSPECTOR PRIOR
TO INSTALLATION.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS S TAB ILIZED AT
FILTER FABRIC
5. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE
THE DIRECTION OF THE ENGINEER.
s
PERIODIC TOPDRESSING WITH 2- INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE.wovex
FILTER FABRIC
LLS
AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
7,FLOW
5 . FILTER BAGS SHALL BE CLEANED OR REPLACED ON A REGULAR
NO?e
6. IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELING OVER THE
HOOD
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
eats
GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO A
6. FILTER BAGS SHALL NOT BE ALLOWED IN EXISTING TOWN OR NC DOT
SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL AREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND
aA11.OR
EFFECTIVE.
GRATE
ROADS.
SKIRT;
EXCAVATE TRENCH
AND COMPACT
B AC KFILL
GRATE
ENPANSION
RESTRAINT
1" OV AR FOR BA
REMOVAL FROM INLET
GENERAL NOTES:
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
Ir
2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
_
n n
FILTER BAG DEFLECTOR
MORE THAN 30 DAYS. MAINTENANCE
NOTES:
DUMP LOOPS
3. STEEL POSTSSHALL BE 5'- 0" IN HEIGHT AND BE OF THE SELF- FASTENER ANGLE 1.
FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE
Y+i
`y +
��_"'���{{{
STEEL TYPE.
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY
DURING PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE
f
4. TURN SILT FENCE UP SLOPE AT ENDS.
IMMEDIATELY.
S. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS 2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
OF THE EXPECTED USABLE LffE AND THE BARRIER STILL IS NECESSARY, THE
�.
IN,
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
FABRIC SHALL BE REPLACED PROMPTLY.
IN
CATCH BAS
ENVIRONMENTALLY SENSITIVE AREAS.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH APPROX.
p
6. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN
-`tPLACE
IN
OUTLET
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
TO THE EXISTING GRADE, PREPARED AND SEEDED.
N
7. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
rpl�l � �
8. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
1
2-3
S EC TION
INS TALLATION
coarse aggregate
APPROVED
DATE: 02/2007
Figure 6-06a caravel entrancedexit keeps sodimont from leaving fta constriuclicn silo (ffs3 llfiW fry m Vit MCC),
CONSTRUCTION ENTRANCE
N.T.s. C20
CATCH BASIN INLET PROTECTION
N.T.S. 12
TEMPORARY SILT FENCE
N.T.S. 4
ARM ASSEMBLY
0
1 I /
STEEL POST 4 MAX.
T \ /
APP LIC AB LE) WASHED STONE HARDWARE CLOTH
POSTS
NC DOT #5#57) AND
"C" ENCLOSURE
o �O^�
\\
AND COVERED BY
CO
STONE
STEEL POST
HARDWARE CLOTH
GENERAL NOTES:
°
0
WASHED STONE /
WOVEN FILTER FABRIC
U(NWASHED
DOTD #S STONE
0
1. SEDIMENT SHALL BE REMOVED AND TRAP
#y 0 0 0 0 00
#57)
WATER ENTRY UNIT
RESTORED TO ITS ORIGINAL DIMENSIONS
B RIP
,. „ .. ... .__ ,
P ERS P EC TIVE VIEW
WHEN THE SEDIMENT HAS ACCUMULATED TO
A\°oG�PSg l'qp° STORAGE /A
Flow
1/2 THE DESIGN DEPTH OF THE TRAP.
PVC VENTSCHEDULE
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN
06 M.AREA
Li
40
PVC ELBOW PIPE
A SUITABLE AREA AND IN SUCH A MANNER
o o0
o 0 0 oo oo
PVC END CAP PVC PIPE
THAT IT WILL NOT ERODE.
C10 10 0S
ANCHOR SKIRT;
0 o
° °
0 o
EXCAVATE TRENCH
AND COMPACT
3. THE STRUCTURE SHALL BE INSPECTED BY
STORAGE ^
BACKFILL
WATER SURFACE
THE FINANCIALLY RESPONSIBLE PARTY OR
Nog CATCH
HIS AGENT AFTER EACH STORM EVENT AND
BASIN °
'° °O PVC END CAP
REPAIRS MADE AS NECESSARY.
\
igo.
SCHEDULE 40
4. CONSTRUCTION OPERATIONS SHALL BE
0000 \)
PVC PIPE
PVC PIPE
CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE
F�° °° °°°°°°° °° °°°
1/2" HOLES IN
UNDERSIDE
MINIMIZED.
\
1 \
GENERAL NOTES:
MAINTENANCE NOTES:
PVC TEE
PVC TEE ORIFICE
PLATE
5. THE SEDIMENT TRAP SHALL BE REMOVED
/ ✓ J \ \�%L
1. SEDIMENT FILTER OUTLET AND HARDWARE CLOTH SHALL BE 16 INCHES HIGH BUT NO
TALLER THAN 18 INCHES.
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
AND THE AREA STABILIZED WHEN THE
PLAN VIEW
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
FLEXIBLE
DRAINAGE BASIN HAS BEEN PROPERLY
/
2. HARDWARE CLOTH SHALL BE ANCHORED TO THE STEEL POSTS SECURELY USING
HOSE
STABILIZED.
I 1
APPROPRIATE ANCHORS. HARDWARE CLOTH SHALL BE KEYED IN A MINIMUM OF 12
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
E)
12" #5 WASHED 1.5'
INCHES IN LENGTH AND BACKFILLED PROPERLY AS SHOWN IN ABOVE DETAIL. HARDWARE
OR REMOVED IT.
6. ON LARGER DRAINAGE AREAS RIP RAP MAY
STONE
CLOTH TO BE SAME AS STD. 430.09 (19 GAUGE, 1/4" SPACING).
BE REQUIRED UNDER THE WASHED STONE.
cuss e Ll
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
RIP -RAP QQ
IrW
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
HEIGHT OF THE BARRIER. ANY SEDIMENT DEP OS TTS REMAINING IN PLACE AFTER
THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
7. MUST BE LOCATED AT LEAST 30' AWAY
ROW O_Q POS
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
EXISTING GRADE, PREPARED AND SEEDED.
END VIEW
FROM VEHICULAR TRAFFIC,
�� U)
'Z" ""
DIRECTION OF THE INSPECTOR.
FRONT VIEW
SII CATCH
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
BASIN
3'- 4
SECTION A -A
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH
2000.
FAIRCLOTH SKIMMER
N.T.S. 19
STONE INLET PROTECTION
N.T.S. 11
SILT FENCE OUTLET OPTION 2
N.T.S. 3
LENGTH AS NECESSARY
TO GO THRU DIKE
SEDIMENT PTT NOT
STEEL POST 4' MAX.
RIP RAP & WASHED STONEREQUIRED IF BASIN IS
CLASS 1 OR 2
ILO'- RAP WITH
FILTER BERM LOCATED DOWNSTREAM OF
WIRE FENCING
(IF APPLICABLE) 4 INCHES OF
4' MIN. MCLDS 30.12)
PIPE ( PIPE OUTLET. (VOLUME PER
WASHED STONE ON
STEEL POST
MCLDS 30.12)
UPSTREAM FACE
1.5' MIN. 2 EDIMENT PIT *
Ir
WOVEN FILTER FABRIC til
CLASS l OR 2
RIP- RAP -
WASHED STONE
w
FLEXIBLE PIPE „
(NCDOT #5 OR
#57)
TIE DOWN 10' MAX. SPACING ,I ' ,�
ti
" � '� , " •
'�
' FLOW
TIE DOWN AT END 1 * T
6' TYP.
4' (MIN)* -1 *' , �' , ,*
DIAMETER (D) > '�, ' • ,
FILL SLOPE 2, MIN
-
�
PROFILE
'
.
STAKES
2' MIN
COMPACTED BERM
EARTH DIKE
SILT FENCE
RIP- RAP AFRO ' • ,
AT Less THAN 1% SLOPE • , ,
EWISg
NATUR GRADE
AL
(SEE NOTE 2)
*'
'
GROUND
EXTEND TO EDGE OF DISTURBANCE
GENERAL NOTES:
MAINTENANCE NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
2. CLASS 1 OR 2 RIP- RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT 45
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
TT r 7�T
C O1V�i S TR V C TION S P EC f 1C ATIONS .
Ng R
\_/_''��WIDTH
OR #57 WASHED STONE ON THE UPSIAPE SIDE.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
AND GI2
OUVD
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DEPTH TO BE DESIGNED
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTIC IP ATED AND AT THE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
BY ENGINEER (18" MIN)
DIRECTION OF THE INSPECTOR.
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
THE SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
EXISTING GRADE, PREPARED AND SEEDED.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW- UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
PARTY OR HIS AGENT.
NOTE:
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1%.
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
2. SILT FENCE MAY BE REQUIRED BEHIND BERM
FLEXIBLE PIPE SLOPE DRAIN
N.T.S. 18
TEMPORARY SILT DITCH
N.T.S. 10
SILT FENCE OUTLET OPTION 1
N.T.S. 2
INLET ZONE 35%
OF SURFACE AREA
NOTES:
INLET ZONE 25%
SEE APPROVED TREE
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
OF SURFACE AREA
INLET ZONE 25% GENERAL NOTES:
PRESERVATION PLAN FOR
2. LANDSCAPING PLANS SHALL SHOW THE LOCATIONS OF ALL TREE PROTECTION FENCES.
OF SURFACE AREA
1. DRIVE 5' STEEL POST AT LEAST
REQUIRED RADIUS
OF TREE BARRIER
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTIONTANDARDS SECTION 01000
FOR GENERAL SPECIFICATION REGARDING TREE PROTECTION.
STEEL POST 8' MAX.
OUTLET ZONE 15% 24" INTO SOLID GROUND.
STEEL POST
OF SURFACE AREA
WIRE FENCING
WERE FENCING
2. USE STAPLES 1' APART
FILTER FABRIC
HORIZONTALLY AND VERTICALLY
FL_ / \ TO ATTACH THE POROUS
#5 WASHED STONE
a 1">Al. 12" WIDE
\W\Q / MATERIAL TO THE WIRE FENCE.
^
WOVEN FILTER FABRIC
w
FLOW
,X
C >
' sL p4E
3. MINIMUM BAFFLE SPACING IS 10'.
FLS ` 4. THE FLOOR OF THE BASIN IN
ewe
THE OUTLET ZONE AND BERMS
\ SHOULD BE SEEDED IMMEDIATELY
= _
I
u AFTER THE BASIN IS
l
II I
I I I"
ANCHOR SKIRT;/
I EXC TRENCH
CONSTRUCTED.
I I I
BACKFILL
I AC KFILL WITH
I II AND
STONE
/ ETN 5. REFER TO NCESCPDM SECTION
I' X
/ BE #6.65 FOR ADDITIONAL
/ RA'I SPECIFIATIONS.
GENERAL NOTES:
PLAN VIEW OF ROOT ZONE
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
\ 0�
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
> , T
Ov
RFD C BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF
2 WOVEN IAN
1 LIC
MORE O
Ir
`Z
ONE
FOOT FOR EACH
3. STEEL POSTS SHALL BE 5'- 0" IN HEIGHT AND BE OF THE SELF- FASTENER ANGLE STEEL
\X_
INCH OF TRUNK DIAMETER w
OR 1/ 2 HEIGHT OF TREE
TYP E.
�X
4'-0" MAX. SPACING X
FOR PRUNING SEE WHICHEVER
IS GREATER
21
4. WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 LINE WIRES WITH
MAINTENANCE NOTES:
(TYPICAL) POROUS MATERIAL
(COMBINED JUTE MESH
INTERNATIONAL SOCIETY
OF ARBORICULTURE SPECS.
F4
6' MINIMUM WIDTII C
FOR 2" CAL. TREES
T 6" BARKMULCH,PLACE BARK
OR SMALLER
6" STAY SPACING.
5. TURN SILT FENCE UP SLOPE AT ENDS.
1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSBLE PARTY
OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
AND NAG C125 5' STEEL POST
1 - MULCH AT AREAS NOT
6. WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT THE TOE OF
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
COCONUT LINER OR
EQUIVALENT).
DEAD TREES AND SCRUB
GROWTH SHALL BE CUT FLUSH
OR UNDERL PROTECTED BY BARRIER.
WITH-'
SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE)
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
FLOW n =
oTREE
LIMB ADJACENT GRADE. NO GRUBBING-
I
7. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN GRADING IS
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
FABRIC SHALL BE REPLACED PROMPTLY.
REMOVAL ALLOWED UNDER DRIP LINE.
ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS (REFER TO SWIM BUFFER
8" X 6" TRENCH
GUIDELINES). THE COLOR ORANGE IS RESERVED FOR VISUAL IDENTIFICATION OF
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
BACKFILL AND
COMPACT FENCE AND
2"x4" STANDARDS + 1"x4" RAILS
- -
ENVIRONMENTALLY SENSITIVE AREAS.
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER
FABRIC BURN
OR ORANGE SAFETY FENCING
THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
CH
TRENCH
MAY BE USED.1
8. DRAINAGE AREA CAN NOT BE GREATER THAN 1/ 4 ACRE PER 100 FT OF FENCE.
GRADE, PREPARED AND SEEDED.
I -III -I I I -III- I I -III-
9. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA
ELI=
LI
J-
-III -III- III-
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER
AREAS OF CONCENTRATED FLOW.
BAFFLE INSTALLATION MCLDS 3019
N.T.S. 17
TREE PROTECTION
N.T.S. 9
HIGH HAZARD TEMPORARY SILT FENCE
N.T.S. 1
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+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
SITE DETAILS
Project No.
4386.04
Issued
04/21/17
Revised
W e oRSEAL •��
J ; C-1361
O : yOp C-103 ��Q
0 .TNCARO 1
....•
_ / / U-41570
IN
1/n/n1110 06/09/17
C-900
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

GENERAL NOTES:
I. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS. 4
2. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE ' "` "IIN
DOWNSTREAM DAM (SEE DIAGRAM BELOW). of ry wnsHeD STONE
VARIES ColeJenest
SEE PLAN&Stone
CLASS 6 RIP RAI' FLOW 7
2' MAX
V 4" MULCH THROUGHOUT AT CENTER
PLANTING BED tp III_ - A MAXIMUM SPACING
I =1111 SIL=111e _ _ _ _ B
` ADJACENT PLANTING - _ =III=111_III_III_III_IIL- _ _ _ _ TD Shaping the Environment
_ FR.TEa CLOTH
AREA OR PAVING
I III II III_II_111=1°' ` Realizing the Possibilities
VV ------------
P A AND B ARE AT EQUAL ELEVATIONS
O I O O CROSS- SECTION
0 Land Planning
+ + D + 0+ MIN Landscape Architecture
_ ___ +
,1111=,11= - - SII=Iu=1„ Civil Engineering
11101=ai1=,j1_ MIN II-,i�_„1=)11= +
w PLANTING MIXTURE / �rI 1��n1=
5 AS SPECIFIED - ='1= Urban Design
\\ \ \ \\ \ 111= p1. 9
/\//\,/\'/\//\//\//\// //\\//\,/\//\� D = DIMENSION OF PLANT SPACING (SHRUB OR 11'�)-
8" - 10" DEPTH \/\ \/ \/\/\/ /\/ /\/\�\ \/\/\ r- 13,
\/\/\\/\\/\\j\\%\\/\\%\\/\\j\\\/\\/\\j GROUND COVER AS INDICATED ON PLAN 1)1=_=1jI1j1Ii1- FII TER CLOTH
11�)1�111�II_,,11=, =',11=III=iI_I._' 1=111=111=1.11 119 East Hargett Street, Suite 300
- Raleigh, North Carolina 27601
p+ 919 719 1800 f+ 919 719 1819
PLAN url+ 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 SEC ON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. IF
RPRAP SHOULD EXTEND BOTH SIDES OF THE APRON AND AROUND THE END AFTON R
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1
2:1 AND A HEIGHT NOT LEE SS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
A``\1 SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE zTEMPORARY SILT DITCH
` P APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. o B B I OR FLATTER INDUSTRIAL
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM _ I SEE DETAIL STD. 30.05
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 2
SEE NOTE 1
G6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING I W1
CHANNEL SHALL NOT BE ALLOWED.
P` 8. BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL
6979 U NTZ ROAD
v WILL BE PERMITTED. PLAN 10' CONSTRUCTION
O� 9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO ACCESS CONCORD NC 28027
PLACEMENT OF RIP RAP. � � 7
A` 0 % SLOPE TEMPORARY 1 OR FLATTER
10. ANY DISTURBED AREA FROM END OF APRON TO RELIEVING CHANNEL SILT FENCE 2
MUST BE STABILIZED.
*EE DETAIL
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR 1' MIN. 3 0.0 6
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA. 1'_
�Ll N.
G (IFTNEEDED�IC WIRE
OUTLET La W1 W2 *T H ELEVATION MESH
(� HW -EC -1 24' 27' 9' 20.25" 24" `(� J HW -EC -4 24' 27' 9' 20.25" 24"
HW -EC -8 32' 36' 12' 18" 27" NATURAL GRE`
TES: SITE DETAILS
RIP R 1..DIVERSION DITCH SHOULD FLOW INTO SEDIMENT BASIN, ROCK CHECK DAM, OR SLOPE DRAIN.
T(THICKNESS)=6" MIN. 2. REFER TO NCESCPDM TABLE 6.02A FOR SPACING OF SLOPE BREAKS.
r
* d50 (see fig 8.06 a&b "NC SEDIMENT AND EROSION CONTROL MANUAL" NOTE LAYER OF FILTER FABRIC
dmax = 1.5 x d50 MINIMUM H=2/3 PIPE DIAMETER
T = 1.5 x dmax. SECTION B -B
T(min.)=10"
RIP -RAP OUTLET PROTECTION N.T.S. C-11 SLOPE STABILITY N.T.S. 3
P LAN VIEW KEY/ ANCHOR MATERIAL AT
SKIMMER SEDIMENT BASIN TOP OF SLOPE.
DESIGN CRITERIA Project No.
12" MIN.
DRAINAGE S PACING TYP . *
AREA < 10 AC. EMBANKMENT 4386.04
(AC REST
el e GENERAL NOTES:
MIN. INFLOW
LENGTH TO 1-.1 STRUCTURE 36" MIN. SPACING TYP.* / Issued
WIDTH RATIO 10' I. LAY BLANKETS LOOSELY AND
STAKE OR STAPLE TO MAINTAIN
NOTES' r �. f !' ` ��DIR1 DO SCT NOT CONTACT S RETCH. WITH THE SOIL. 04/21/17
�Y INTAKE PIPE TO PUMP MAX T
LENGTH TO 6 I
I. REFER TO <' 2. * DIMENSIONS SHOWN ARE
WIDTH RATIO NC ESC P DM
EXCAVATE TO S K MINIMUM, MANUFACTURED
HAVE
AD
CREATE BASIN DEWA SECTION #ONA _
55 GALLON DRUM MIN. soo AVERAGE W - AREA*
FOR ADDITIONAL PRODUCTS MAY HAVE ADDITIONAL
f REQUIREMENTS THAT MUST BE
VOLUME (C I. FT. L DEVIL : DESIGN �
REQUIRED PER AC. EMERGENCY SPECIFICATIONS Ir 6" MET.
INSTALL SILT FENCE DIS 11-RHED) AREA OF BASIN WATER SPILLWAY REGARDING OVERLAP
4
SILT FENCE AROUND INSIDE OF SURFACE AT TOP OF PRINCIPAL L_101 SKIMMER SEDIMENT BASINS. 3. SLOPE SURFACE SHALL BE FREE
AROUND DRUM DRUM 2 sPLLwnY IN SLICE GRASS�MAT/BLANKETSKS, SOIL SHALL Ks,
/ SURFACE (SQ El- 2. REFER TO STD. HAVE GOOD SOIL CONTACT.
\ TEMPORARY \VA/// AREA PER CFS
WATER LEVEL / /y'\`
REQUIRED #30.19 FOR
\y' 1' SEDIMENT �. y. N � QIO) CROSS- SEC'T'ION VIEW BAFFLES BAFFLE SPACING / 4. THE DETAIL SHOWN IS FOR
\/\/ TYP. M STORAGE / ��/ / %'� W=5' MIN. AND INSTALLATION. SLOPE MATTING. FOR CHANNEL
�\ /
1' FREEBOARD OR PIPE OUTFALL MATTING
EMBANKMENT /'/
INFLOW 6" MIN. INVERT ELEVATION T= 1 .5' MIN. ` / / / SPECIFICATIONS, PLEASE REFER
x x �1 `.�� OF EMERGENCY SPILLWAY / TO NCESCPDM STANDARD #6.17
,.,�NN STRUCTURE BAFFLES �. WATER TABLE AND MANUFACTURER'S GUIDELINES.
��2 �``� Z= 5' MAX. _ 1 � � Revised
DEWATERINGZONE TH= 2'
�jj: a ° �\ EMERGENCY /
�� S � NON- WOVEN GEOTEXTILE FILTER CLOTH
/\�\/\ �\''i�\�%\ .N\� /\ \\, \/ \\�\\"' T FILTER FABRIC -
SPILLWAY
�\, FABRIC 4' ABOVE SOURCE WATER.
/��/ 8 d / / SEDIMENT
/\ \ \\ MOUND RIP- RAP ANTI- SEEP
COLLAR
/ j
�\` \ `... �� STORAGE ZONE AS PEDESTAL (OR
\�//�A%`S APPROVED EQUIV.) NOT TO SCALE
/T���%\\�\�
DATA BLOCK
r� CONCRETE SUPPORT H L T W Z SKIMMER SKIMMER
DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT
BLOCKING BASIN N0. AREA AREA Q,. REQUIRED PROVIDED REQUIRED PROVIDED DEPTH H/2 (FEET) (FEET) (FEET) (FEET) (FEET) PIPE ORIFICE
(ACRES) (ACRES) (C.F.) (C.F.) (C.F.) (C.F.) (FT.) DIAMETER DIAMETER
2 -STI 3.7 3.7 13 6,660 7,144 4,225 5,945 1.75 2.5 15 1.5 5 5.0 2.5 1.5 KEY/ ANCHOR MATERIAL TO TOE OF SLOPE.
2 -ST II 2.8 2.8 10 5,040 7,144 3,250 5,945 1.75 2.5 15 1.5 5 5.0 2.5 1.5
SUMP PUMP N.T.S. 18 SKIMMER BASIN #2 - - STAGE I + II N.T.S. 10 EMBANKMENT MATTING N.T.S. 2 I��liS� "& s;'�-_
.o
DATA BLOCK --j •(
PLAN VIEW BAFFLE 3RD BAFFLE: ; I -LI . SEAL -I
SEDIMENT BASIN HARDWARE DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT \ _1 C-1361 NR
DESIGN CRITERIA cLOTx BASIN N0. AREA AREA REQUIRED PROVIDED REQUIRED PROVIDED DEPTH H/2 (FEET) Q �,yp� C-103 Q '
SURROUNDING (ACRES) (ACRES) (FT.) •••••TNCAR��?• �`
s KIMMER (S.F.) (S.F.) (S.F.) (S.F.)
NOTES: DRAINAGE NOTES: ..... ````
AREA >10 AC. ��
INIMUM OF 24" FROM
F PIPE TO
I OF TRENCH R NCH MUST BE ALLOWED RFOR COMPACTION TOION OF FILL SECTION
(ACRES) <100 AC. I REFERTO#6N6 E FOR M 11111111► '''''oil
MATERIAL. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED MIN. INFLOW 4 1 01MIN ADDITIONAL DESIGN CA
IMMEDIATELY
�` A /'//////
LENGTH TO STRUCTURE SPECIFICATIONS #5 WASHED STONE ♦♦♦ �� .. /'1
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE ----- CLASS I RIP RM ♦
REGARDING SEDIMENT 36" PIPE DIAMETER MAX. ♦ '
_ I' MIN. THICK x 2' HIGH (MIN) ♦ •� •0 •, /��
WIDTH RATIO 2:1 ♦ '
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6". BASINS.
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED - - -- \ \ \ ` I I I ' I I / // _ �,••
2. REFER TO STD. #30.79
TO RISE IN UNB AC KFILLED TRENCHES AFTER THE PIPE HAS BEEN MAX. ----_
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY LENGTH TO 6:1 FOR BAFFLE SPACING PLOY41570
\i :
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER WIDTH RATIO RISER AND INSTALLATION. � PIPE
i •,• (��1' C
OF BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED SKIMMER 3. FIRST BAFFLE IS TOMIN. 1800 AVERAGE AREA* DEWATERING` BE CONSTRUCTED OF ��jv N(i I N-< %'.•
INTO PLACE. VOLUME (C U. FT. WIDTH W =
REQUIRED PER AC. L DEVICE RIP- RAP AND #5 //`/•��••••.•..••'• ♦♦
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACECOMPACTED DENSITYOF 95%. DISTURBED) WASHED STONE, WITH A / /I/C C `�♦♦
* AREA OF BASIN WATER L=20' MIN. HEIGHT OF 3' AND//��/nunll►11��06/09/17
3. STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. SURFACE AT TOP OF PRINCIPAL MIN MIN. TOPWIDTH OF 2'. / /
S P iLLWAY
4. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. SURFAC F.EA 435 - 4. FLASHBOARD RISER IS
SQ. FT.
5. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL, REQUIRED PER CFS NOT PERMITTED.Q10) CROSS- CROSS- SECTION VIEW -:1- I (
VOLUME = 3600 FT' PER ACRE DISTURBED TO TOP OF BERM ELEVATION,
I' FREEBOARD W EMBANKMENTSURFACE AREA REQ'D = 435 SQ. FT. PER CFS QI0
INFLOW V MIN. INVERT ELEVATION PERSPECTIVE VIEW
III STRUCTURE OF EMERGENCY SPILLWAY ^T
I g� PRIMARY SPILLWAY (RISER) I1
DEWATERING J
I ZONE H=2' � GENERAL NOTES: #5 WASHED sroNe '
CLASS] RIP RAP
EMERGENCY
'II OUTSIDE DIAMETER II 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED MN. FINISHED GRADE
FILTER FABRIC - SPILLWAY TO PROTECT EXISTING PIPE INVERTS THAT DRAIN 5 ACRES OR
Aw »- LESS. 1�7
-III III- S EDIMENT
ANTI- SEEP 2. MAY BE USED AT PIPES WITH MAXIMUM DIAMETER OF 36" F z - ' DATA BLOCK STORAGE ZONE BAFFLE COLLAR NOT TO SCALE LC=901
DRAINAGE DENUDED BASIN VOLUME BASIN SURFACE AREA CLEANOUT 3. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS \� H MIN. a.
VARIES H L T W Z SKIMMER SKIMMER OTHERWISE NOTED. rlre
BASIN N0. AREA AREA Q,. REQUIRED PROVIDED REQUIRED PROVIDED DEPTH PIPE ORIFICE
M J 1. 5'
(ACRES) (ACRES) (C.F.) (C.F.) (C.F.) (C.F.) H/2 (FT.) DIAMETER DIAMETER 4. CLEANOUT PRIOR To SEDIMENT RencHlNc HALF of BERM � SECTION
4' (FEET) (FEET) (FEET) (FEET) (FEETPRIOR1-ST 1 17.6 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 HEIGHT.
PIPE SHALL BE PLACED 1 -ST 2 20.2 20.2 73 36,360 91,021 31,755 31,840 3.5 7.0 N A 1.5 10 13.0 4.0 3.50 CLEANOUT ELEVATION (SEE NOTE 4)
ON SUITABLE MATERIAL 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. �7J SEDIMENT BASIN #1 - STAGE I + II N.T.S. T9� GRAVEL AND RIP RAP FILTER BERM BASIN N.T.S. TIT

10' MIN. LITTORAL SHELF SEE
DETAIL 12/C-901 FOR
GROUNDCOVER/PLUG PLANTING
10' MIN. MAINTENANCE
ACCESS SHELF
sou
/
EUPD
rv�s \ I
Nas
SW wos _ RIP -RAP OUTLET PRO-TECTt@--
/ so, SEE DETAIL 11/� 901 ���
,� FEMA 100 -YR FLOOD LINE
/- _ �_-_- w FEMA 500 -YR FtflQD LINE
/semnos \
/sem
-
6�p 62 � _ _ BMS STOR
5 _ `TROL MEASUR
-A CE S -EASEMENT v
IRVC
6'� 3
5l 4 - --�� \ \\ \ - � _\
5 (74) SA
0 6 _ 3 s) IF VC
-- 30 � 5 EUPD \ \
PERMANENT POOL LINE _---__ \
9 A v � �
626
FOREBAY, TYP. \
2 5
ii
IIIIIIIIIIffrm
PRECAST INTO TOP -
SPILLWAY WEIR (2 SIDES)
ISOMETRIC DETAIL
NTS
TOP OF STRUCTURE
ELEVATION: 639.50
TOP OF SPILLWAY ELEVATION: 639.00
C I
I SPILLWAY ELEVATION: 637.20
B E
f'
s
�.
5' X 5' BOX WEIR ELEVATION: 633.75
(INSIDE)
PERMANENT WATER
ti • ' o . ELEVATION/
.t
,0l. , ORIFICE INV.: 631.50
r'A
36" OUTLET PIPE
BOTTOM OF BOX: 625.00
D
OUTLET CONTROL BALLAST
SECTION A -A
BMP #1 DETAIL (WET POND)
b�
(WE -T- P OId�-)
2
.� 3 � 1
PROPOSED RIGHT-OF-WAY, TYP.
FUTURE ROADWAY IMPROVEMENTS
FOR REFERENCE ONLY
#5 E.W. E.
BMP #1 PLAN VIEW
SCALE: 1'-30'
ANTI -SEEP COLLAR
1' THICK 4000
PSI CONCRETE
#5 EW. E.F
PRECAST STRUCTURE -\ r� A
B
OUTLET PIPE
HW -EC -1
INVERT ELEVATION: 619.00
RIP RAP APRON;
SEE DETAIL 11/C7901
ACCESS COVER
OVER STEPS
�A
ANTI -SEEP COLLAR, TYP. SEE
DETAIL ON THIS SHEET.
4
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-SEEI
COLLAI
OUTLET PIPI
INV.: 626.01
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 1' 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
k��IIW_&N:1:4DI �=
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
l
Anti -seep Collar 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 COVERSTCTYY
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
1 1 TOP OF BERM: 640.00
SELECT FILL COMPACTED TO 100%
STANDARD PROCTOR DENSITY
H
i=
76 LF OF 36" CLASS III RCP 0 0.010 FT/FT WITH 0 -RING JOINTLl HS
OCS-EC-3
6' MIN LITTORAL
SHELF WITH
WETLAND 3'X3'X1' CONCRETE COLLAR
PLANTING TO KEEP 10" DUCTILE IRON
MAINTENANCE PIPE DRAIN
PIPE IN PLACE.
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.
(NORMALLY CLOSED)
OCS-EC-3
SECTION B -B'
PERMANENT POOL
ELEVATION
MAIN POND
MAIN POND TO BE DRAINED
BY PUMP FOR MAINTENANCE
2 �!
CLASS B RIP -RAP BERM,
15" MINIMUM DEPTH
WYE CONNECTION 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-rCM/S AS VERIFIED BY THE GEOTECHNICAL ENGINEER
FOREBAY
DA VIDSON HIGH WA Y
0 2 0�O
o UNTZ ROAD
� �p
O
SITE
O U
U
uiJ
J
0
ooh p S� PSE $�
R
Rpgo TENT
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]
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+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
BMP #1 DETAIL
• • v�vv� •.v•
AAAA A I
■ V V M V M
04/21/17
NI►sT
:.oRp pRq,., O
W e SEAL '•��
J ; C-1361
O : yOp C-103
0 .TNCARO 1
X1570
11u11��06/09/17
N
SCALE: 1 "=40'
I 0 20' 40' 80'
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING O
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION. C=91
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

LEGEND:
BFP -BACK FLOW PREVENTOR
C&G - CURB & GUTTER
CB - CATCH BASIN
C7 - CURB INLET
CMP - CORRUGATED METAL PIPE
CP - CALCULATED POINT
CPP - CORR UGA TED PLASTIC PIPE
CIO - CLEANOUT
D.B. - DEED BOOK
DI - DROP INLET
DIP - DUCTILE IRON PIPE
ECM - 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
FH - FIRE HYDRANT
FP - FLAG POLE
FV - FIRE VALVE
GDP - GUARD POST
GLT - GROUND LIGHT
GM - GAS METER
GP - GATEPOST
GV- GAS VALVE
GW- GUY WIRE
HVAC - HEATING, VENTILATION, AIR COND.
HW- HEADWALL,
ICV - IRRIGATION CONTROL VALVE
,Ilex - JUNCTION BOX
LMP - I.AUP POST
LP LIGHT POLE
(M) - MEASURED
MBX - MAILBOX
MB. - MAP BOOK
MW- MONITORING WELL
N.G.S. -NATIONAL GEODETIC SURVEY
NIR - NEW IRON ROD
NN - NEW NAIL
OIHANG - OVERHANG
PB - POWER BOX
PIN- PARCEL IDENTIFICATIONNUMBER
PM - POWER METER
PMH- POWER MANHOLE
PP - POWER POLE
PG. - PAGE
PVC - PLASTIC PIPE
(R) - RECORDED
RIW - RIGHT-OF-WAY
RCP - REINFORCED CONCRETE PIPE
RW - RETAINING WALL
SBB - BILLBOARD
SDMH - STORM DRAIN MANHOLE
SMF - MULTI -POST SIGN
SSMH - SANITARY SEWER MANHOLE
(T) - 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
LINE LEGEND:
criilcmcrvl - -
FENCE x
GUARD RAIL ^
PROPERTYLINE
PROPERTY LINE (NOT SURVEYED) - - RIGHT-OF-WAY
RIGHT-OF-WAY (NOT SURVEYED) - - - i -
K Tf% rT:Ct-
1
KERMIT H. MARSHALL and
LETA P. MRSHALL \ ~
DB 7168 PG 261 KERMIT H. MARSHALL and wife,
PID #4691-73-1610 LOIS L. MARSHALL
r DEED OF TRUST r
BK 539 PG 754 r
r'r PID #4691-73-3800
A
EIR
CARTER B. FISHER and wife. o NID- - +-�
MILDRED R. FISHER QF _W
DB 315 PG 153 GN�+ EIR r Jf r ¢
¢ r l KERMIT H. MARSHALL 1 ti w
PID 4691-34-9403 N04'38'12"W Q�Ci '� ' �� KERMIT H. MARSHALL
60.02' p�t1A�y �. ( and wife,
and wife,
TIE LINE W a �Q�rVy� L015 MARSHALL 1 LOIS L. MARSHALL
� � � '( ``MONTANA M. MARSHALL ` DB 7097 PG 76
� � RIC' h DB 11820 PG 226 PID #4591-63-8588 DEED OF TRUST
PID #4691-63-5594
---a, � �>�,�. BK 473 PG 40 i' FRED P. MOTLEY and wife,
_ �'► i 4 r �^ yN�,P�QX 11 PID {146 31-7 3-36 32 ■ , SUE D. MOTLEY
+ 7___ ,, l� I I ■ ■ DB 297 PG 284
RO 1�/1 Ft' =� �r r ! i DR 587'28'$0 W DR N$5 fl8'fl9"> ' dR DALTON L. HARRISON and wife, ` � - / OR 7
v1 LESLIE F, HARRISON } �`� PID #4691-82-09$6
r_ QF �► r 257.95' 167.13' t C3 BK 801 PC 285 l� �--�' F l 307 32' - NI N46'20'31 "E
v, TIE LINE 1 TIE LINE PID #4691-63-1492 2.99.93EIR
E9i SB8'07'39"W Na -1' pp EIP 0.3' OFF LIN EIP 256.48' EIR ' i ` �~ .� f ■ TIELINE
102.18' m N JANET L. BIGGERS } x Cr N0B'26'27"W q.3 „ ■
-1 DB 10784 PC 67 1 r1 ! J N86'48'09 E 9i 3.72' TOTAL 5U.fl0' CID
O !
j TRACT 1 TIE LINE E ©� PID #4691-53-53x7 p rri 97.99' -� �'`
{��]� 436,298 SQ.FT. OR rn J P�B l TOTAL i' a'.r ZONE "AE" ■■ ■ '
4 f AN IRON EIP {tri 8 tL
m oi 10. C15C ACRES - r ^J ■ ZONE "AE" ■
E: = OR V) N87'10'38"E 594.50' �\
DONALD E. WHITAKER, TRUSTEE o "` II
MERCURY PARTNERS,. LLC
DB 4906 PG 18$ rn � � EXEMPT MINOR SUBDIVISION
PID #4691-43-4123 rn PER MAP BOOK 72, PAGE 44
■ 1
PROPOSED ANNEXATION LINE SQ, ti �� /, 46
NIR 2� /
NIR $88'10'16"W 1226.61'
t13 CP rl
r�` 1 I 1
' �mClr V
'Q ,I
TRACT 2_JLANDFILL AREA ."Y,'
J
5,517,880 SQ.FT. OR �� cP 6 ,122 I ,
126.6731 ACRES �. ACRES
��� d f,h SOFT.c�
ep
i y O1� I � ,■ 1
j o PER MAP BOOK -, PAGE CP �6 _eP'� CP ■� ■
N DONALD E. WHITAKER, U"b._ CP CP ■ '
rn ��',- AS TRUSTEE OF THE L24 ��3 � r4 r/
GERALD W. HINSON and wife, `'= cry RONALD GOLD OVERCASH TRUST AGREEMENT
■■
KIMBERLY M. HINSON * DATED MARCH 31, 2003
DB 4074 PG 259 EIR DB 10691 PG 81
PID #4691-32-7633 PID #4691-52-9158
4 sc�QA 1
at''i-
OD� AFP 9
00 ` I\ 9
CIP
ZONE "X
z . - EIP
�
FRED P. MOTLEY and wife,
SUE D. MOTLEY
DB 297 PG 284
PID #4691-82-0986
1. THIS PLAT IS NOT FOR RECORDATION AS PER G.S. 47-30 AS AMENDED.
CURTIS L. ANDREWS, JR.` 9{�o�Qf
2. ALL CORNERS MONUMENTEDASSHOWN . 1 �--- - -�` APPROXIMATE LOCATION OF ZONE "X" -AREA OF 0.2% ANNUAL CHANCE FLOOD;
ROBERT E. ANDREWS �� /'� �� AREA OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE
1 DEPTHS OF LESS THAT 1 FOOT OR WITH DRAINAGE AREAS ar C \ I
MICHAEL J. ANDREWS � ,
3. NO RECOVERABLE NGS MONUMENT LOCATED WITHIN 2, 000 FEET OF SUBJECT LARRY B. ANDREWS' LESS THAT 1 SQUARE MILE; AREA PROTECTED 7 ®`
PROPERTY BY LEVEES FROM 1% ANNUAL CHANCE FLOOD; 9
SHERRI A. GRAHAM y SCALED FROM MAP NUMBER 3710469100J; DATED NOVEMBER 5, 200$04 1 !
t � �� _ F � \
4. THE LOCATION OF UNDERGROUND UTILITIES SHOWN ON THIS MAP IS D$ 11555 PG 272 r f ��- fi � \ X v
PID #4691-31-9145
APPROXIMATE, BASED ON INFORMA TION PR 0 VIDED BY OTHERS OR BY FIELD JJJ -J� - -� _ _ - �- - �� �� �� - �-.� ■ � ,�nyr, `, r f
LOCATION. UTILITYLOCA TIONS AS SHOWN HEREONARE INTENDED FOR PLANNING \ APPROXIMATE LOCATION OF ZONE "AE"
ONLY ACTUAL LOCATION, SIZE, DR DEPTH OF LINE SHOULD BE VERIFIED WITH THE ZONESPECIAL FLOOD HAZARD AREAS (SHFAs) SUBJECT
11 I
-
"'AE" AP - s
s TO INUNDATION (3Y THE 1% ANNUAL CHANCE FLOOD; THE 1% ANNUAL CHANCE FLOOD Q
INDIVIDUAL UTILITY COMPANY BEFORE CONSTRUCTION (100 TEAR FLOOD), ALSO KNOWN AS THE BASE FLOOD, IS THE FLOOD THAT HAS A MCHANCE
OF BEING EQUALED OR EXCEEDED IN ANY GIVEN YEAR. THE SPECIAL FLOOD HAZARD AREA IS
�\
5BROKENLINESINDICATEPRDPERTYLINESNOTSURVEYEDr THE AREA SUBJECT TO FLOODING BY THE 1% ANNUAL CHANCE FLOOD; 9
. .
� r SCALED FROM MAP NUMBER 3710469100J; DATED NOVEMBER 5, 2008 ZONE AE" \t `
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 t �� 83`04'
DOES NOT CERTIFY TO THE RIGHT OF WAY WIDTH OF ANY ADJACENT PROPERTIES +
N
S
`------- ----��DAVIDSON HIGHWAY
41
o`' \ UNTZ ROAD
a 1
� l
o� r -
W Gti P� SITE
�Rogb'E,N
r+
r '
i
I
VICINITY MAP
NOT TO SCALE
FIRST AMERICAN TITLE INSURANCE COMPANY
(TRACT I ONLY)
COMMITMENT NO: 16-2994
EFFECTIVE DATE: OCTOBER 19, 2016 AT 0&: 00 AM (AS TO TRACT I);
AND OCTOBER 28, 2016 AT 8.30 AM (ASS TO TRACT II AND TRACT III
SCHEDULE B - II (EXCEPTIONS)
S. LAND CLEARING AND DEBRIS LANDFILL NOTIFICATION
RECORDED IN BOOK 2923, PAGE 329, CABARRUS COUNTY
REGISTRY. (DOES AFFECT SUBJECT PROPERTY, BUT THE
LOCATION CANNOT BE DETERMINED BY THE RECORD
DOCUMENT)
6- MEMORANDUM OF A CTION RECORDED IN BOOK 5314, PA GE 320,
CABARRUS COUNTY REGISTRY. (DOES AFFECT SUBJECT PROPERTY
BUT THE LOCATION CANNOT BE DETERMINED BY THE RECORD
DOCUMENT)
7. TITLE TO ANY PORTION OF LAND LYING WITHIN THE RIGHT OF WAY
OF UNTZ ROAD, SR 1444, AND DAVIDSON-CONCORD HIGHWAY.
(DOES NOT AFFECT St BJE'CT PROPERTY)
<e CLAIMS TO LAND CREATED OR LOST BY ACCRETION, RELIC TION OR
AVULSION RESULTING FROM MOVEMENT OF THE CREEK FORMING
PART OF THE BOUNDARY OF THE INSURED LAND.
(AS SHOWN ON SURVEY)
9 RIGHTS OF OT11 RS IN AND TO THE CONTINUOUS AND
UNINTERRUYI1.I)F10;V OF THE WATERS BOUNDING OR
CROSSING THE LAND AND RIPARIAN ANDIOR LITTORAL RIGHTS
INCIDENT TO THE LAND. (AS SHOWN ON SURVEY)
I0. TRUST CERTIFICATION RECORDED IN BOOK 11925, PAGE 318,
CABARRUS COUNTY REGISTRY (AFFECTS SUBJECT PROPERTY.
BUT CONTAINS NO ITEMS THAT CAN BE PLOTTED)
SURVEYOR'S DESCRIPTION
Being a part of PILI #4691-52-9158 and being all of that certain tract or parcel of land located in the City of
Concord, Number Two (2) Township, Cabarrus County, North Carolina, and being more particularly
described as follows:
BEGINNING at an existing angle iron rod found, said point being located at the southwest comer of the
i Dalton L. Harrison property as described in Deed of Trust Book 801, Page 285 of said registry, said point
r being further located S 05°58'57° E - 264.04' from the northwest corner of the aforementioned Dalton L.
! Harrison property;
r
r thence with the line of Donald L. Harrison, the following two (2) courses:
/ r 1) N 87°10'38" E - 594.56' 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
property;
CK LAKEPOINTE CORPORATE CENTER,LLC
g4'24'2YW 461.95 828.1 b' �.. DB 5578 PG 115
S1
rn t]RN89'35'48"W 88119' TOTAL EIR CP , r PID #4691-81-5606
-4..1 OR
57
EIR -3 3:69 r
CK GFS HOLDING LLC
ZONING: DB 11261 PG 135
SUBJECT PROPERTY ZONED: CR (COUNTRYSIDE RESIDENTIAL - CABARRUS COUNTY) �i ! ' 3 LOT 8
ZONING RESTRICTIONS AS PER ZONING ORDINANCE: - S' AFTON RIDGE, PHASE III
rodMB 60 PG 55 & 56
MINIMUM SETBACK:50FEET - rye PID #4691-60-9892
MINIMUM SIDE YARD: 10 FEET r r r O
MINIMUM REAR YARD: 30 FEET
MAXIMUM BUILDING HEIGHT.' 40 FEET � y.)
FOR FURTHER INFORMATION CONTACT THE CABARRUS COUNTY CENTERLINE CREEK LANDFILL AREA
ZONING DEPARTMENT AT 704-920-2141. r `
r
SUBJECT PROPERTY ZONED: OI (OFFICE -INSTITUTIONAL - CITY OF CONCORD) EIR
FOR FURTHER INFORMATION CONTACT THE CITY OF CONCORD
ZONING DEPARTMENT AT 704-920-5152
NO PARKING SPACES EXIST ON
SUBJECT PROPERTY
EIPdry, oI
N:010676.41 (GRID)
CURTIS L. ANDREWS, JR. E 1494761.20 (GRIL}) �_10
ROBERT E. ANDREWS N89'38'20"W 857.61' EIR
MICHAEL J. ANDREWS 1
LARRY B. ANDREWS I 1
SHERRI A. GRAHAM 11 NANCY A. SMITH and husband,
DB 11555 PG 272 / 1� RICHARD A. SMITH
PID #4691-31-9145 DB 10422 PG 344
11 �, PID #4690-49---5667
4 c� 0%
r_ NCGS MONUMENT "FIFTY"
/O E 399 5fl364146023 ((GR D)
UTILITIES -CONCORD:
BEARING
POWER
L1
CITY OF CONCORD
82.81'
[phone]
S29'1 7'10"W
TELEPHONE
L3
WINDSTREAM
257.58'
1-877-807-9463
`t
148.87'
L5 I
S29'37'01 "W
141.06'
WATER & SEWER
0
181.31'
L7
CITY OF CONCORD WASTE WATER
66.61'
L8
S2543'21 "E
(7104) 910-5351
L9
S48'51'12"E
88.36'
L10
55457'29"E
135.37'
L11
S40'39'04"E
130.90'
GAS
PUBLIC SERVICE
I�
I-877-776-2427
L13
CABLE TELEVISION
Know below.
TIME WARNER CABLE
what'
1-800-892-2253
Call before you dig.
LINE
BEARING
DISTANCE
L1
S24'02'36"W
82.81'
a�
S29'1 7'10"W
177.15'
L3
S27'03' 19"W
257.58'
L4
`t
148.87'
L5 I
S29'37'01 "W
141.06'
L6
S29'43'04"W
181.31'
LINE
BEARING
DISTANCE
L1
S24'02'36"W
82.81'
L2
S29'1 7'10"W
177.15'
L3
S27'03' 19"W
257.58'
L4
S21'38'02"W
148.87'
L5 I
S29'37'01 "W
141.06'
L6
S29'43'04"W
181.31'
L7
S18'45'45"E
66.61'
L8
S2543'21 "E
104.57'
L9
S48'51'12"E
88.36'
L10
55457'29"E
135.37'
L11
S40'39'04"E
130.90'
L12
S45'38'35"E
91.00'
L13
S44'06'08"E
139.04'
L14
S37' 19'04"E
158.07'
L15
S3403'49"E
79.74'
L16
537'09'44"E
117.91'
L17
S46'03'56"E
77.37'
L18 I
525'00'37"E
233.10'
C.G.F.=0,9998491
A
I 1
� 01
NCGS MONUMENT "DRAIN"
N: 607571.4784 (GRID) GRAPHIC SCALE
E: 1495515.2865 (GRID)
200 0 100 200 400
( IN FEET )
1 inch = 200 ft -
LINE
BEARING
DISTANCE
L19
S60'21'39"E
112.56'
L20
529' 15'44"W
132.65'
L21
S22'45'51 "W
67.16'
L22
S22'35'22'W
66.12'
1_23
S73'55'44"W
35.40'
L24
N79'50'40"W
91.86'
L25
N10'38'01"W
44.45'
L26
N81'01'39"W
148.69'
L27
N50'22'54"E
105.84'
L28
NO3'1 9'00"E
39.67'
L29
N61'57'57"E
242.54'
ALTAINSPS CERTIFICATION:
TO: CK AFTON RIDGE LAND, LLC,;
MOORE & VAN ALLEN PLL C; FIRSTAMERICAN TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH ITIS
BASED WERE MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTAINSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND
ADOPTED BYALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6(a), 7(a), 7(b)(1),
7(c), 8, 9, 11, AND 13 OF TABLE A THEREOF, THE FIELD WORK WAS COMPLETED ON
APRIL 8, 2016.
JUSTIN F. CLONINGER, NCPLS L-4430
email: jcloninger@rhpharr
rr llttll III Illrl,���■
CA R
FLOOD CERTIFICATION
THIS IS TO CERTIFY THAT THE SUBJECT PROPERTYiS PARTLY _ SEAL -
LOCATED INA SPECIAL FLOOD HAZARD AREA AS SHOWN ON_ L-4430 ( e 4
MAPS PREPARED BY THE FEDERAL EMERGENCYMANAGEMENT
AGENCY, FEDERAL INSURANCE ADMINISTRATION, DATED
NOVEMAP MBER
5, 30010469104J; 'ZONE "X" AND "AE" f�/ffJ■�f*rPIICIV�OI�iN��\�~~~
THIS IS TO CERTIFY THA TONTHE 8th DAY OF APRIL 20 16 ANA CTUAL SURVEY WAS MADE UNDER
MY SUPERVISION OF THE PROPERTY SHOWN ON THIS PLAT, AND THAT THE BOUNDARYLINES AND THE IMPROVEMENTS, IF
ANY, AREAS SHOWN HEREON. THIS PLA TMEETS THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA, BOARD RULE .1600 (21 NCAC 56) AND THE RATIO OF PRECISION DOES NOT EXCEED AN ERROR OF CLOSURE OF
ONE (1) FOOT PER 10,000 FEET OF PERIMETER SURVEYED NOR 20 SECONDS TIMES THE SQUARE ROOT OF THE NUMBER OF
ANGLES TURNED.
SIGNED
thence with the line of Montana H. Marshall and Kermit H. Marshall and wife Lois Marshall, N 86°48'09" E,
passing an existing iron rod found at 256.48, passing an existing iron rod found at 556.41, passing a new
iron rod set at 863.73', a total distance of 913.72' to a point in the center of Coddle Creek;
thence with the center of Coddle Creek, the following eighteen (18) courses:
1) S 24°02'36" W - 82.81' to a point;
2) S 29°1710" W - 177.15' to a point;
3) S 27°0319" W - 257.58' to a point;
4) S 21-38-02- W - 148.87' to a paint;
5) S 29°37'01" W - 141.06' to a point;
6) S 29°43'04" W - 181.31' to a point;
7) S 18-4645" E - 66.61' to a point:
8) S 25'43'21- E - 104.57' to a point:
9) S 48-51-12" E - 88.36' to a point
10) S 54°5729" E - 135.37' to a point:
11) S 40°39'04" E - 130.90' to a point:
12) S 45°38'35" E - 91.00' to a point;
13) S 44-06'08- E - 139.04' to a point:
14) S 3719'04" E - 158.07' to a point;
15) S 34°0349" E - 79.74' to a point;
16) S 37"09'44" E - 117.91' to a paint;
17) S 46°03'56" E - 77.37' to a point;
18) S 25°00'37" E - 233.10' to a point, said point being the northeast comer of the CK GFS Holding, LLC
property as described in Deed Book 11261, Page 135, Lot 8 of Afton Ridge, Phase III as described in Map
Book 60, Pages 55 & 56 of said registry;
thence with the line of CK GFS Holding, LLC property and the line of Lot 8, the following four (4) courses:
1) N 89°35'48" W, passing an existing iron rod found at 53.04', a total distance of
881.19' to an existing iron rod found;
2) S 84°24'23" W - 461.95' to an existing iron rod found;
3) S 75°23'06" W - 313.69' to an existing iron rod found;
4) S 40°59'50" W - 621.63' to an existing iron rod found, said point being the northeast comer of the
Nancy A. Smith Property as described in Deed Book 10422, Page 344 of said registry;
thence with the line of Nancy A. Smith, the following two (2) courses:
1) S 40°42'04" W - 220.07' to an existing iron rod hound;
2) N 89`3820" W - 857.61' to an existing iron pin found, said point being a comer of the
Curtis L. Andrews, et al property as described in Deed Book 1155, Page 272 of said registry;
thence with the line of Curtis L. Andrews, et al, N 01'35'05" W - 1616.77' to an existing
iron rod pin found, said point being the southwest corder 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 rad found;
2) N IDW22'35" W - 158.63' to an existing iron pin found, said point being the southeast corner of the
Mercury Partners, LLC property;
thence with the line of Mercury partners, LLC, N 00°29'36" W - 303.73' to a new iron rod set, said point
being located S 00°29'36" E - 366.57' from the northwest corner of the Ronald Gold OVercash Trust
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;
thence with 2 new lines as follows:
1) N 88°10'16" E - 1226.61' to a new iron rod set;
2) N 05°58'57" W - 161.00' to the POINT AND PLACE OF BEGINNING, containing an area of 5,517,880
sq. ft. or 126.6731 acres, as shown on a survey by R. B. Pharr & Associates, P.A., dated April 8, 2016,
Jab No. 84733, File No. W-5031.
TOTAL AREA: 5,5171)880 SQ.FT. OR 126.6731 AGES
ALTA/HSPS LAND TITLE SURVEY PREPARED FOR:
CK AFTON RIDGE LAND, LLC
6979 UNTZ ROAD
CITY OF CONCORD, NUMBER TWO (2) TOWNSHIP
CABARRUS COUNTY, NORTH CAROLINA
DEED REFERENCE: 10691-81
TAX PARCEL NO: 4691-52-9158
PLOTTED: 12/16/2016
G:,84\7\84733\DWG\84733.DWG
SITE SURVEY
V-100

VICINITY MAP
HWY 73
LEGEND
DONALD E. WHITAKER, TRUSTEE
DB 10691, PG 81
PID 4691--52-9158 4/
LONER 01
.►a" p'1
r
N
..r
as
z CONTROL CORNER
REBAR
N= 610569.47
E- 14958200.39
0
REBAR UNLESS OTHERWISE NOTED
BEING RECORDED
0
EXISTING MONUMENT
S 18'42'40
E
Q
IRON PIPE SET
N 85'26 W4
W
10.00
CALCULATED POINT
S 05'20"32'
w
M.)
UTILITY POLE
N 8,3'38'55'
E
aQc
LIGHT POLE
N 82'10 49w
E
102.31
SURVEYED LINE
N 80-00-39;
E
-�- LIFE NOT SURVEYED
FILIF0 Dec 19, 2016 11:51 aril
FILES]
wE
39,30
BOOK 00072
CABARftUS
ar
OVERHEAD UTILITY LINE
PAGE 0052 THRU 03052
COUNTY NC
x
FENCE LINE
INSTRUMENT* 33584
WAYNE NIXON
W
30.00
REGISTER
EXCISE TAX $+0.00
OF DEEDS
�4
LM
7.86
BEING RECORDED
Dl=
Li
S 18'42'40
E
10.00
L2
N 85'26 W4
W
10.00
3
S 05'20"32'
w
30.31
L'4
N 8,3'38'55'
E
55.63
L5
N 82'10 49w
E
102.31
L6
N 80-00-39;
E
69.50
7
N 7846
wE
39,30
L8.N
78`2127
E
5.53
L9
N 77`48 01
E
64.53
Lff
S 05-18'09-
W
30.00
1, KEVIN S. BAUCOM, PLS, CERTIFY THAT THIS MAP
jWAS DRAWN UNDER MY SUPERVISION AND THE
FOLLOWING INFORMATION WAS USED TO PERFORM THE
1)CLASS OF SURVEY: CLASS A
2)POSITIONAL ACCURACY: [ 0.100'
3)TYPE OF CPS FIELD PROCEDURE: VRS
4)DATE OF SURVEY: 10--28-16
5)DATUM/EPOCH. NAD 83(2011)
6)PUBL.ISHED%FIXED-CONTROL USED: UNCC
7)GEOID MODEL: GEO012A
8)COMBINDED GRID FACTOR(S). 0.999234815
9)UNITS: METERS CONVERTED TO US SURVEY FEET
i
I
I1, KEVIN S. SAUCOM, 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•h; 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 A OF NO MBER, A.D. 2016.
VIN S 8 M, PLS L--4275
I
11 HEREBY CERTIFY THAT THIS PLAT IS OF THE FOLLOWING
TYPE, G.S. 47-301 (f)(11)(a). THIS SURVEY CREATES SUBDIVISION
OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS A ORDI CE THAT REGULATES PARCELS OF LAND.
ESSIOIVALi D SURVEYOR
TOTAL ACREAGE OF LOTS
7.86
BEING RECORDED
TOTAL NUMBER OF LOTS
2
BEING RECORDED
LOT 2
ACREAGE IN LOTS
101,194 Sq.Ft.:',
ACREAGE IN STREET
2.32 Acres
RIGHTS--OF-WAY
A PORTION OF
NANCY & RICHARD SMITH
r'
D8 10422, PG 344
a
PID 41690-49-5667
""
C'
ZONED U
rn
290 GOODMAN RD
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
DB 11814, PG 148
LOT 8 P8 60, PG 55 AND 56
PID 4691-60--9892
ZONED CD
TIE ElP TO
2.4" PINE
PROPERTY LINE TO S 00"23'55" E
BE REMOVED 0.57'
CONTROL CORNER .� .,,",� g 8;5"53'12." £ cam, L2
TIE
N 6REBA80295.99 X24 ,"""a" ,,,..,. •.-,. S 95'2f3044• E N 8t3'iO3'41" W
E= 1495705.94 97.20,
PROPERTY CORNER 149.85'""' --
IS 24" PINE �A�XLE
NANCY & RICHARD SMITH
DB 10422, PG 344 j
PID 4690-49•-5667 J
ZONED LI
11,001 Sq.Ft.
0.25 Acres
STREET RIGHTS-OF-WAY
TIE - !
N 05-113'09- E
1309,02'
LOT 1
241,413 Sq.Ft.
5.54 Ages, .
INCLUDING STREET a'`a, 1
RIGHTS -CF -WAY o
A PORTION OF tn a '0
3 CURTIS & BETTY ANDREWS, u) PAUL &WANDA WIILlJAMS
r ET AL D03
DB 35'2, PG 273 B 443, PG 68
_ _ PID 4690-69--1807
00 PID ZONED L14018 ZONED U
GARAGE AND
to 283 GOODMAN RD CARPORT
CONCORD, IVC 28027
APPARENT MAINTAINED
AREA BY VALLIAMS
i
APPARENT FENCE
NEW PROPERTY LINE ENCROACHMENT j
ALONG CENTERLINE ROAD j
OF GOODMAN ROAD x
15" RCP .... ,� ---i �--
L4
+CUR11S & BETTY ANDREWS CURTIS ANDREWS. JR."1-7
�""' DS 352, PG 273 DB 722, PG 139
CURTiS et BETTY ANDREWS PID 4690-69-0018 � PID 4590-69-0531
- 08 672, PG 248 ZONED U ZONED U �
j PID 4690--58--6936
I ZONED LI
1.) THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS A
BOUNDARY SURVEY.
2.) ZONING: LI AS PER CABARRUS COUNTY CIS
3.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL
FLOOD HAZARD ZONE AS PER FEMA F.I.R.M.
COMMUNITY PANEL# 37104691100)
DATED NOVEMBER 5. 2008.
4.) REFERENCES: D8 10422, PG 344 DEI 352, PG 273
OF THE CABARRUS COUNTY REGISTRY
PIN 4690-49-5667 4690-69-4018
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 LUT I AND LOT 2
Wl-NCH VALL THEN BE COMBINED INTO ONE PARCEL. THE COMBINED
PARCEL WALL BE USED TO ACCESS PARCEL 4691-52-•9158 FROM
GOODMAN ROAD,
CERTIFICATE OF OWNERSHIP AND DEDICATION
1(We) herby carrtiy that I om(we are) hereby adopt this plan of
subdivision with my(our) free consent, established minimum building
lines, and dediciate all roads, alleys, walks. parks, and other sites to
the public use except as noted. Further. 1('Ne) certify the land as
shown hereon is within the platting yurisditiotion of Cobarrus County.
low
Date
12 to 4W
UDate
Own. et Date
Unner Dote
Owner Date
_
--*Ant 4-
0W1 Cate
1�_--ov- _._ __... ._- I-, MP
03! -
-ger TDate
Owner
Date
CERTIFICATE OF APPROVAL BY THE SUBDIVISION ADMINISTRATOR
Subdivision Administrator of Caborrus ,
hereby oppro�e the final Piot of he subdivision entitled "Goodman Road,
A Portion of 690-69--0018 and416903-49-5667" on the I -J& day of
2016.
Subdivision Administrator
CERTIFICATE OF REVIEW OFFICER
State of North Carolina
County of Cabarrus
1, G rt . Y`� k , Review Officer of Cabarrus County,
certify Kat the rnap oe plat to which this certification is affixed meets
all statutory requirements for recording.
a/1 120t& A*� r (Tl)( --
Date Review Officer
GRAPHIC SCALE
Sit 0 40 SO 160
I inch = 80 ft.
PROJECT No. C'.Kpi Fi(7(]
10-30-2016
I
SITE BURNED
V-1 01

'> KERMIT H. MARSHALL and wife, \
KERMIT H. MARSHALL and LOIS L. MARSHALL \ \
1 I I ( (r` / DEED OF TRUST
DB 7168 PG 261 \
• LETA P. MRSHALL `� \
BK 539 PG 754 \ \
PID #4691-73-1610 \ \
PID #4691-73-3800 /) )
Q\) KERMIT H. MARSHALL KERMIT H. MARSHALL / /
a / L CARTER B. FISHER and wife, RPB\- and wife, \ / / o
4.38'12"W MIDBR3 5 PG FISHER R �� S OF,WP'� LOIS MARSHALL LOIS LdMARSHALL
MONTANA M. MARSHALL DB 7097 PG 76
/ \ i 60.02' R\GN - DB 11820 PG 226 I PID #4691-63-8588 \ DEED OF TRUST
T ` — PID #4691-34-940 NIP PID I PID #4691-63-5594 I PIDBK46919-FIG 73 s3 / / FRED P. MOTLEY and wife,
I SUE D. MOTLEY
DB 7 PG 284
N85'08 09' E DALTON L HARRISONHF. HARRISONand wife,
3:80' r / z / / // PID # 691-82-0986
167.13' LESLIE 1 FIG 28 ON / /r
/ � � / � p u7 BK 801 PG 285 � �, _ -+ ,/ % N46'20'31 "E
/ e ^ _ �(1 (g$ 0 tiE N N p PID X4691-63-1492 1 y 53.27'
®/ d< d` moo. , \� \\ AL 102.118 0 o W I c v; 1 / r� / / TIE LINE
/ e �'\\ I•)rl\� I A vii � ° � NO '26'27"W
• JANET L RIGGERS - - .rr - — \� �.• // / / �- 1 _ _ / / / 0� % ` / /
DB 10784 PG 67
r I r N PID 91
+ m — —\ ( I r r /� // / \� _ l/ 1/� f — f / /' ZONE "AE"
N 87-09'49"E \ \\\ \\\\� 1 // / /
WHI KER, TR EE \� \� 1'� �/
LLC - = 261.78'
MERCURY PARTNERS, _ \ \`- / // 1 ,•\\
DB 4906 PG 188•— \ / ///// / // / / \ 1 \`\\\
PID #4691-43-4123 �k� J / �E °� ' / /� \� \
f� � J
lilt 1 1 \\1) ) /1 hll I III 1111 11111
,�/ \ \ \ 1 I I 1 /I r / r 4 /�
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T OR \ J'//�/ 1,..• i �I �Y� r �\- �// °� 1 /r � 5
R � � �'"� r ' ' f) r
# Y
�Y T � 1 (\\� \ �\ � —/ '\ • 1 I E'ER h+AP BOOK 72., PAGE 44� L26IF
\ A\\ \� A r/)l% UO��ALC WHITAKERj�'�� eVAIII l �N
\\ J,^�-STEE OF THE \\..__
(RONALD JOLD CIN/EF';CA`SH TRU1,T A2PEEMEN'I
\� j// \\\�� / \� \\\\\ '•'�/ D'1TE!) '\AARCH 31, 20173�'—
GERALD W. HINSON and wife, \\ — /� �\ \\ \\\ / �� \ //// %�' �' E•i'
KIMBERLY M. HINSON J//j �\\\ — \ \\\\ \1111 / // D 10691 P tea' _ r\ \
\�\ �- I /is P!J #4691-52--91..a -i � \ I' 1 !
DB 4074 PG 259 ���\\ \�\\�\ \ / ;, \ \\\ ✓ /•• l/Ill II 111 r —✓�, \ II /I / \
PID 4691-32-7633 1 — \ \ I �\ \ \�j r \ I Ill\I\\\ 11 Vr — — 1r ••r• (r J) 1 1 r
# \\�Illlll� I� I_i �r �• I S�'y`
oo
l
0. \ FRED P. MOTLEY and wife, /
( \ SUE D. MOTLEY /
/ �// /11\ \\ 11 �" \\\I\III 1 l ''\ r \ \ \\ \\ \• \ — -- — �� \ - \ `e r ��\\`\���. \ C \ \� DB 297 PG 284 /
// // \ \ \ 1\ 1�\ )1 I� �, • . .\ \ \\ \\ rr \ _ /) \\�\\ \' \� \ s• ��\ PID #4691-82-0986 /
\\
\\ 11\ �1 \
)/�► ► ��
\�� — /t— _ / 111 \ \ /
r \\� •ems �•� \\ \ • / i — \ \� i/� dl\ 1 11 1 �y \ /
1 \�� Ill ll�l 1 ► / � � \�— \\\ �\\\ \ � � \ \, ___ _-^\ � • J _\ ,.�-_ ._ .�=
1 \ 1\ \ l I --„
\ \ \ \ \ II I III \
PROXIMATE LOCP;�tQN OF ZONE X"-- AREA OF 0�.i% A'NNDAt�f�J FL I I
\ �� .� / _ \ \ \ AREA OF 19 ANNUAL CHANCE FLOOD WITH AVERAGE / 9 po 9 \ l
DEPTHS OF LESS THAT 1 FOOT OR WITH DRAINAGE AREAS
I \ \ \ \\ \\ \\\\� ) \ Y i ` •� LESS THAT 1 SQUARE MILE, AREA PROTECTED y � I )r s�yAc \
\ \ \\ \\\ \ �• \ \* f ��\ e - ' BY LEVEES FROM 1% ANNUAL CHANCE FLOQ&;-
\ \\\ \\-�� SCALED FROM MPP NUMBER 3710469100J; DATED N
\ \ \ \ \\ T
CURTIS L. ANDREWS, JR.11�\\ll
ROBERT E. ANDREWS \-
/\\ \\ \\\ \\1\1 \ , \ E nAIC'� � APPROXIMATE LOCATION OF ZONL AE" SPECIAL FLOOD HAZARD AREAS (SHFAs) SUBJECT //
MICHAEL J. ANDREWS \\ /// ( I \ \ \`=�\\\ �\ \\\� \\\\ \ \\\\ �r e 10 INUNDATION BY THE 1% ANNUAL CHANCE FLOOD; THE 1% ANNUAL CHANCE FLOOD �\ /,. 00
LARRY B. ANDREWS \\�1\�\ 1\ �, (100--TEA3 FLOOD), ALSO KNOWN AS TIE BAaE FLOOD, IS THE FLO(.J THAT HAS A :%CHANCE,,
\1 I 1 1 I\ 1\ \ \ \ \�\� \\\ \ 11111 1111 11111 \~ i yr HFINU tUUAI FU OR FXCEFDEt` II. ANY GIVER YEAR. THE SPFOIAL FLOOD HAZARC AREA IS _ • • *16
\ \
A. GRAHAM \ ) // 111 \` \ \ \ \ \\ -- \ \\�� \� \� \ 111 1111 II III IIII 111111 \ \ -•-. \ -AREA--•-
SHERRIH 11555 PG 272 11 / Y Fit i oFC1 To FLOODING BY THE 1% ANNUAL CHANCE FLOOD; `
�ALLU ,�„� �'..
PID #4691-31-9145 l 1�) /// / 111 1 II ; \\ �: \\ \\\ 1111 II/�// 1 I II 11111\\\�\\ \\�.._-,�a�. T _ r •�i�N)`"I
11 ►/IIII I�\\ 1r\.� - r \
•-- — J \ \\\CK LA P NTE CORPORATE CENTER,LLC
// / ) \ \I�\%\\\ \\\1\\11 I -I /// ) I 1IIII11111)/ )� ` i r y i `� ---�� �r . DB 5578 PG 115
///I \ \\,_=�\\ \ I1 IIII I/ ///�// ) 111 1I/�/ 1 _ �\ Jr •_� r 1 r r er
\\\ I r • — _\ r r r•e •e • • r r
I\ #4691-81-5606
// 461.9"
/ 1 // IIIIII
/ /� / l Ill
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/// _ / // ///ice / r J `• ((/
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\\\\\\� CK GFS HOLDING, LLC
DB 11261 PG 135
LOT
AFTON RIDGE,8
PHASE III
_ MB 60 PG 55 & 56
/ / i r\ ���' �%i PID #4691-60-9892
;M11, 11--
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]
�:�_= ��� � . 11► III\ � // ,
NANC A. SMITH and husband, N��� Il�l►1,U1 I U 1
RICHARD A. SMITH %Ili(% �USuih 111 10) \
DB 10422 PG 344�d�l\I`y� Jill/�,i
o, PID #4690-49-5667 /i 11/Iil `��o 'l`\�,�\i'llli/i/illlilr
j LA
w ,�\\�lil I /�\,`\\�\�\ '�� 1/u 1i��
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ZQ° 0G rr NCGS M
Ul N:61533
NCGS MONUMENT "DRAIT
N: 607571.4784 (GRID)
E: 1495515.2865 (GRID)
E:15036
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V-1 02