20200859 Ver 3_Finished_Water_Impact_Figures_20200529_20230127

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
Ss -
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CHARLES KENNETH TYSON
& wife, PEGGY L. TYSON
PARCEL NO. 07027005J
DB. 459, PG. 884
CAB. C, FILE 361
6" PIPE
SS -
SAN. SEWER MANHOLE
RIM: 639.40'
INV. IN: 632.65'
INV. OUT: 632.30'
36" TRANSMISSION MAIN (BY OTHERS)
SEDIMENT TUBE (TYP)
36" WM TO BE
CONSTRUCTED BY OTHERS
650
652
10+00
1
VIRGINIA M. TYSON
PARCEL NO. 07027005
DB. 1299, PG. 46
CAB. C, FILE 361
36"x22.50' HORIZ/VERT BEND
(BY OTHERS)
STA=10+95.13
N=479428.39
E=1522995.90
9+50
SILT FENCE
OUTLET (TYP)
SILT
FENCE (TYP)
SF_ _ - _SF _ _.F =
--
--T----T---T----T-.-
x
\ t�
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ti <
PLAN
1" = 40'
kP
36"x16" REDUCER
(BY OTHERS)
STA=1 1 +79.44
N=479517.27
E=1522987.04
36" MJ TEE
36" MJ BFV
TEE & RJ CAP
(BY OTHERS)
STA=1 1 +79.44
N=479512.29
E=1522987.54
1ko (BY OTHERS)
STA=1 1 +90.81
N=479513.42
E=1522998.85
TRENCHLESS CROSSING
EXIT PIT 20' x 20'
/
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REMOVE EXISTING 36" CAP
TO CONNECT TO EX. 36" WM
BEGIN 60"
PIPE CASING
STA 12+09.44
VS4,-- OAS- GAS- GAS-�
30L
36"x11.25' BEND
STA=14+63.53
N=479462.08
E=1523229.38
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
TEMPORARY CONSTRUCTION
EASEMENT (WIDTH VARIES)
36"x45' HORIZ./VERT. BEND
STA=13+82.25
N=479532.38
E=1523189.35
36"x22.50' HORIZ./VERT. BEND
STA=13+87.71
N=479528.92
E=1523193.57
TRENCHLESS CROSSING
ENTRY PIT 20' x 40'
1" = 40'
20
0
40
660
650
W
LL
zo 640
630
36" WM, FITTINGS AND APPURTENANCES (BY OTHERS)
o_
0
W
o_
0
W
EXISTING GROUND
BASELINE OF CONSTRUCTION
620-)
STA 1 1 +90.81
REMOVE EXISTING CAP
TO CONNECT TO EX. 36" WM
9+50
10+00
1 1 +00
0
z_
(/)
12+00 0
W
0_
0_
z
W
60" CASING PIPE STEEL
36" CARRIER PIPE
13+00
PROFILE
HORIZ: 1" = 40'
VERT: 1 " = 4'
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660
650
630
620
15+00 16+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 10+00 THRU STA. 16+00
PROJECT NO. 28600-231695
FILE NAME: C003PLPR.DWG
SHEET NO.
C-3
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
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DECOY 08303003
TRUCKING INC.
DB. 416, PG. 157
PC• G, FILE 36
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
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VB/CAV
STA=19+ 14_
N=479039.48
E=1523383.30
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ACCESS DRIVEWAY
PERMANENT 25' WIDE (MIN.)
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c
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36"x90' BEND
STA=21 +35.25
N=478846.19
E=1523490.69
36'x11.25' BEND
STA=21 +29.31
N=478851.77
E=1523488.67
1
1
_\ /
0
WOWS
0
\t
to
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NN
1 " = 40'
20
0
40
680
670
640
630
0
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36" TRANSMISSION MAIN
EXISTING GROUND
BASELINE OF CONSTRUCTION
0
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16+00
17+00
18+00
19+00
20+00
PROFILE
21+00
HORIZ: 1 " = 40'
VERT: 1" = 4'
22+00
23+00
24+00
680
670
m
660 m
0
Z
650
640
630
25+00
m
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE.
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 16+00 THRU STA. 25+00
PROJECT NO. 28600-231695
FILE NAME: COO4PLPR.DWG
SHEET NO.
C-4
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
50�9' N<9
0 `L 0'
♦
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36"x45" BEND
STA=28+26.30
N=479069.52
E=1524144.66
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0
TCE
SILT FENCE OUTLET (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
F
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PID 08303009
PHILLIP ALAN LONG
DB. 5696, PG. 701
SILT FENCE (TYP)
E. F TCE .. • TCE
Impact W43 (Unique ID W 212A - PEM):
Temporary Impact= 0.037 Acre
Forested: No
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PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
615
PLAN
1" = 40'
rn
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
TEMPORARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
PID 08303023
NORMAN D. REYNOLDS &
DONNA C. REYNOLDS
DB. 4384, PG. 421
WETLAND AREA (TYP)
i
1" = 40'
20
0
40
660
650
ff640
EXISTING GROUND
BASELINE OF CONSTRUCTION
li -
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630
w
620
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M (n
36" TRANSMISSION MAIN
610
25+00
26+00
27+00
28+00
29+00
30+00 31+00 32+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1 " = 4'
33+00
34+00
660
650
640
0
z
11
ri
630 M
620
I I 610
35+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 25+00 THRU STA. 35+00
PROJECT NO. 28600-231695
FILE NAME: COO5PLPR.DWG
SHEET NO.
C-5
\
7,
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
•
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36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
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PID 08303009
PHILLIP ALAN LONG
DB. 5696, PG. 701
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iIiiI / / / I I I I I / h IITI I II 5. II
PID 08303026
CITY OF MONROE
DB. 5174, PG. 104
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
POTENTIAL CONSTRUCTION
STAGING AREA
II
i
.rcE
�s
SILT FENCE OUTLET (TYP)
TEMPORARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
WETLAND AREA (TYP)
PLAN
PID 08303027
TERRY M. MEDLIN
& KIM T. MEDLIN
DB. 601, PG. 107
PC. 3, FILE 331
1" = 40'
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
co
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...:..:....TCE ......... TCE . .
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ACCESS DRIVEWAY (TYP)
TCE......
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/
625
626
62,
PID 08303010A
TERRY M. MEDLIN
DB. 280, PG. 368
PC. 3, FILE 331
ACCESS GATE
OPEN CUT
ROAD CROSSING
ACCESS GATE
36" BFV
STA=46+43.89
N=478270.68
E=1525777.29
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0
40
650
640
630
w
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610
600
WILLIS LONG
ROAD
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0
W
0
0
W
EXISTING GROUND CO
BASELINE OF CONSTRUCTION
EXIST. TELE I
(ASSUMED ELEVATION)\
1-
36" TRANSMISSION MAIN
1' MIN. CLEAR
CO
650
640
EXIST. 8" WM
(ASSUMED ELEVATION)
630
0)L
co
?-610
+-
590
35+00
36+00 37+00 38+00 39+00 40+00 41 +00 42+00 43+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 4'
44+00
45+00
46+00
600
590
46+50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 35+00 THRU STA. 46+50
PROJECT NO. 28600-231695
FILE NAME: COO6PLPR.DWG
SHEET NO.
C-6
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
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632
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SILT FENCE OUTLET (TYP)
TEMPORARY 15' WIDE
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•TCE. .
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48+00
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N=478256.78
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SILT FENCE (TYP)
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STA. 53+00 SEE
RIGHT
FOR CONTINUATIO
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50+
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
PID 08303012A
ROGER D. ARANT, TRUSTEE
BRENDA L. ARANT,
TRUSTEE
DB. 6274, PG. 423
PLAN
1" = 40'
00
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
N
rya
36'x45' BEND
STA=51 +61.73
N=478055.55
E=1526242.94
36x45' BEND
STA=51 +46.86
N=478050.98
E=1526229.74
(
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625
1" = 40'
20
0
40
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— 620 -
625.
624
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622 -----
Tax
ID 08303012
Joyce L. and Norman C.
Thomas
5696 / 697
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
TCE
36" TRANSMISSION MAIN
BASELINE OF CONSTRUCTION
0 PID 08303012A
Q I ROGER D. ARANT, TRUSTEE
MI
BRENDA L. ARANT, cco
TRUSTEE
DB. 6274, PG. 423
N
N
c0
F. CE
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
cV
c0
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0
1
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0
PLAN
1" = 40'
0
U
N�4
1" = 40'
20
0
40
650
640
630
610
600
EXISTING GROUND
BASELINE OF CONSTRUCTION
590
46+50
650
640
630
m
r
620 z
0
z
w
co 0
co z
co w
m
Lo
x
N N)
36" TRANSMISSION MAIN
47+00
48+00
49+00
50+00
51+00
52+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 4'
53+00
54+00
55+00
610
600
590
56+00
11
m
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 46+50 THRU STA. 56+00
PROJECT NO. 28600-231695
FILE NAME: COO7PLPR.DWG
SHEET NO.
C-7
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
z
0
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0
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6�9 '\(6
6
57+00
co
6 616 "N�' D:''
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
T
—58+00
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
i
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/
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EXISTING STREAM
cry
PID 08303012
JOYCE LONG THOMAS
& NORMAN C. THOMAS
DB. 5696, PG. 697
Impact S87 (Unique ID S 215A):
Total Impact= 40 LF
Temp. Impact= 40 LF
Permanent Impact= 0 LF
rn
--59+00--_
SILT FENCE OUTLET (TYP)
WETLAND AREA (TYP)
co co
I
6?O
LImpact W42 (Unique ID W 213A PEM):
Temporary Impact= 0.068 Acre
Forested: No
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
TGE..
60+00
rr�
m
36"x90' BEND
STA= 61 + 12
N=478851.70
E=1526761.33
MATCH LINE SEE STA 62+50 FOR CONTINUATION
fI
1" = 40'
20
PLAN
0
1" = 40'
40
63+00
MW
.TCE
PID 08303012
JOYCE LONG THOMAS
& NORMAN C. THOMAS
DB. 5696, PG. 697
6>7
670
:TCE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
65+00
SILT FENCE (TYP)
614
6,
67)
PID 08303012
JOYCE LONG THOMAS
& NORMAN C. THOMAS
DB. 5696, PG. 697
TCE'.
TOE
m wpm so+oowilii_III1 1
ii
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
VB/CAV
STA=66+32
N=478574.07
E=1527201.27
/67-1
1
1" = 40'
20
0
40
630
620
gi 610
L-
`Li 600
Lu
590
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
0
z
w
m
36" TRANSMISSION MAIN
580
56+00
57+00 58+00 59+00 60+00 61+00
62+00 63+00 64+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1 " = 4'
65+00
66+00
630
620
m
610 m
D
0
Z
600
590
580
67+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
J. LAPSLEY
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 56+00 THRU STA. 67+00
PROJECT NO. 28600-231695
FILE NAME: COO8PLPR.DWG
SHEET NO.
C-8
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
W
TC
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S
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
673
6j¢
/\N\ \6j3
BEGIN PIPE CASING
STA=70+36.99 \�,
N=478375.79
E=1527549.84
TCE
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/ 1 PERMANENT 25' WIDE (MIN.)
A UTILITY EASEMENT (TYP)
Vv //
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PID 09295017C
NC DEPARTMENT OF
TRANSPORTATION
DB. 6292, PG. 878
a09
TRENCHLESS CROSSING
ENTRY PIT 20'x40'
SILT FENCE OUTLET (TYP)
1
PERMANENT ACCESS FROM
SECREST SHORTCUT ROAD
1" = 40'
20
0
60" CASING PIPE -STEEL o/,
36" CARRIER PIPE
r
•
/ / 7
/
40
36"x45° BEND
STA=70+28.17
N=478372.00
E=1527541.87
36"x11.25' HORIZ./VERT. BEND
STA=70+21.17
N=478374.35
E=1527535.28
A \ • \ •/ /41
\)1111V\td\ \
(fr. (*(-7/41
700
36"x11.25' BEND
STA=73+59.39 / /
N=478513.99' / / �
E=1527841.11 ° / /
36" BFV
STA=73+52.56
N=47851 1.06
/ E=152783 4.94
36"x45' VERT. BEND
STA=73+41.00
N=478506.14
E=1527824.48
36%45' VERT. BEND
STA=73+27.41
N=478500.32
E=1527812.21
MATCHafe
SEE
PLAN
1" = 40'
0
/ A
co to cm
\ //// 7
0
/cocoo\6
\ Y
co
3611x90° BEND
STA=73+64.81
E=1527845.40
74+00
21' ARV
STA=73+48.00
N=478509.13
E=1527830.81
Tc
75+00
/ „..004.00-7, /
/ i L' /
co cp
EXIT PIT 201)(201
END PIPE CASING
N=478498.83
E=1527809.07
60" CASING PIPE -STEEL
361' CARRIER PIPE
CONTINUA TION
PID 08303014C
FRANK PHUNG &
14
Temporary Impact= 0.001 Acre
Forested: No
--- TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
36" TRANSMISSION MAIN
BASELINE OF CONSTRUCTION
WETLAND AREA-\
STREAM (TY
(b./1
Total Impact= 55 Lf
Temp. Impact= 55 Lf
Permanent Impact= 0 Lf
BLOW -OFF
N=478288.39
PID 08303014A
NORTH CAROLINA DEPARTMENT OF
MONROE BYPASS (US 74)
40
Lu
640
630
620
Lu
Lu
Lu
Lu
rn In 1:0 in
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
600
590
5807
67+00
68+00
69+00
Lu
co
Lu
/ a
co
(ELEVATION ASSUME
00
CN
0
Li CO
TOP EL. 606.00
MONROE BYPASS'
6011 CASING PIPE -STEEL
36" CARRIER PIPE
71+00
72+00
73+00
PROFILE
Lu
CN
CN
CN
ro
cri
LLI fa)
co tr)
LO LO LC) CO CO
iLz
ID I-
361' TRANSMISSION MAIN
74+00
75+00
76+00
0
CO
77+00
640
630
620
600
590
580
78+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
J. LAPSLEY
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
PROJECT NO. 28600-231695
FILE NAME: COO9PLPR.DWG
SHEET NO.
60% SUBMITTAL - NOT FOR CONSTRUCTION

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1
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NCDOT Turnpike Authority \ 4187/241
Tax ID 08303014A Frank and Sylvia Phung
5732 / 26 , 1
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J I\
STREAM (TYP)
36" TRANSMISSION MAIN
■
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610
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CONSTRUCTION EASEMENT (TYP)
\ \ ( \ 1
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(TYP) SILT FENCE (TYP)
T E TEE �---. TC . T.CE .............. TCE TCE.............. TGI U)
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STA=84+65 > 1 rJ �� C7
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N=477680.73 /--���—� STREAM (TYP) O
E=1528558.33----__ _ _ — �/ j �� -� I Z-I
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Z
0
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611 \\ \ \` \ - PERMANENT 25' WIDE MIN.
�-��� �_ 6 UTILITY EASEMENT (TYP)
PID 08303014A v� ���
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
DB. 5732, PG. 26 == —
_ 612
Impact S85 (Unique ID S 216A):
Total Impact= 46 Lf
Temp. Impact= 46 Lf
Permanent Impact= 0 Lf
a
PLAN
1" = 40'
PID 08273001
THOMAS RAY POPLIN
& JUDY H. POPLIN
BK. 6402, PG. 504
IZ3 0,
co
co
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
612
6�0
6
065�04 lcrin)
i
1" = 40'
20
0
40
640
630
620
600
590
J.
580
78+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
36" TRANSMISS ON MAIN
79+00
80+00
81+00
82+00
83+00
84+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1 " = 4'
85+00
86+00
87+00
88+00
89+00
640
630
620
600
590
580
90+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY• K. LOWE
DRAWN BY• C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
J. LAPSLEY
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 78+00 THRU STA. 90+00
PROJECT NO. 28600-231695
FILE NAME: CO1OPLPR.DWG
SHEET NO.
C-10
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
\c/
\D/
\E/
\F/
\G/
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v
0_
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0
0
0
0
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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
Impact S84 (Unique ID S 218A):
Total Impact= 273 Lf
Temp. Impact= 273 Lf
Permanent Impact= 0 Lf
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP,
STREAM (TYP)
E.
i
.TCE
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
603
604
605 a
601
602 --
a.�
�®0'
•
\I\
1"=40'
‹S'.7:41
4111.
csc-
SILT
Impact W40 (Unique ID W 217A - PEM):
Temporary Impact= 0.006 Acre
Forested: No
36"x22.50° BEND
STA=91 +85.69
N=477140.78
E=1529035.69
20
FENCE (TYP)
0
40
` p•vt
36"x45° BEN`�,f0
STA=93+81.19 �
N=477054.96
E=1529211.49
WETLAND AREA
1
i
1
1
609
608
607
6p6
i 660A�
603
60(1'
601
TCE.
PLAN
1" = 40'
T
59
596
595
594
593
h91-
• TC.
HD 08273001
THOMAS RAY POPLIN
3c JUDY H. POPLIN
BK. 640,2, PG. 504
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
TCE:
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
TCE ....... . TCE
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
SILT FENCE OUTLET (TYP)
T.
Impact S83 (Unique ID S 219):
Total Impact= 47 Lf
Temp. Impact= 47 Lf
Permanent Impact= 0 Lf
N
tr
BLOW —OFF
STA=99+50
N=477258.00
E=1529742.85
in le 84"
c 1// ///// /
II
// /P/i
ccp
STREAM (TYP)
RCP
S7
STREAM BANK RESTORATION
1
rr
i
1" = 40'
I
Ir
rn
fr1
TCE �^
10
IN
\-n
0
Iz
I�
c
0
Iz
i
20
0
40
610
600
w 590
w
w
z
0
580
570
560
EXISTING GROUND 19
BASELINE OF CONSTRUCTION
EX. 54" RCF
90+00
91+00
92+00
93+00
INV ELEV. 575.71
EAST FORK
STEWARTS
T-1
EX. 54" RCP
INV. ELEV. 575.56
94+00
36" TRANSMISSION MAIN
95+00
96+00
PROFILE
HORIZ: 1" = 40'
VERT: 1 " = 4'
97+00
STREAM BANK RESTORATION
98+00
99+00
w
w
0
0
0
10
rn
0)
F-
100+00
610
600
590 '
5
z
11
580
570
560
101+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 90+00 THRU STA. 101+00
PROJECT NO. 28600-231695
FILE NAME: C01 1 PLPR.DWG
SHEET NO.
C-11
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
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\D/
\E/
\F/
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0
0
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0
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0
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0
0
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O uJLu
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w
w
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=
0
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PID 08-273-001
THOMAS RAY POPLIN
& JUDY H. POPLIN
DB. 6402, PG. 504
1
00
obi
h
o
Co
1
1
ICE.:......:..:.TCE • .:
co
co
co
ACCCESS DRIVEWAY (TYP)
:TCE.
rn
Yi
00�
102+00�
SILT FENCE (TYP)
PID 09253072A
DARRIN J. FITCH &
SUSAN D. FITCH
BK. 751, PG. 860
103+00/
i
104+00
SILT FENCE OUTLET (TYP)
105+00.
/ I I
106+00
}7/
41111,
TCE,
/
PID 08-273-001
THOMAS RAY POPLIN
& JUDY H. POPLIN
DB. 6402, PG. 504
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
TCE.:
TCE
TCE:
7
..TCE.
. T
TCE:
IZ
0
z
IZ
10
TCE.:.
LL
Ce
kilaWe Or/
"rib er
/
107+00
VB/CAV
STA=106+70
N=477584.68
E=1530384.48
OPEN CUT
ROAD CROSSING
PLAN
1" = 40'
108+00
SF F
i
I
4 109+00 110+00 111 +00
tA
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
PID 09-253-067A
RICK HARRIS HELMS
DB. 436, PG. 161
0
cfl
1
121
MATCH LINE SEE S
1" = 40'
20
0
40
620
610
580
570
101+00
102+00
103+00
104+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
105+00
106+00
107+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 4'
36" TRANSMISSION MAIN
108+00
109+00
1 10+00
1 1 '1 +00
620
610
m
600 '
0
z
11
590 !
580
570
112+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
K. LOWE
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
J. LAPSLEY
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 101 +00 TH RU STA. 112+00
PROJECT NO. 28600-231695
FILE NAME: C012PLPR.DWG
SHEET NO.
C-12
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
36"x45' BEND
STA=112+72.75
N=477858.43
E=1530921.47
PID 08-273-001
THCMAS RAY POPLIN
& JUDY H. POPLIN
DEL 6402, PG. 504
602 _ -
PID N8-273-008
CHARLES A.
BROADWAY &
FAYE K. BROADWAY
DB. 6125, PG. 71
\
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
\ </ (
( \r\\\\
TEMPORARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
'11,
00
ii+,SF: , 1 PM
SFiiill/113
,MiiN+:' — IF Il:I/I/
/I/MI+1171777111//1/S1—MIL/F17�--+-/�00 /„�II,118+00/ I..I „1,11
ii«mi�'iai/////// Ill //////� F TCt r T(E ICt5I(:
SF—MR,
ififf
�: : �: SF� . aF-��`E SF �•
,174
Fes.
yip o�
fre
ti\
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
PID 09-253-067C
TERRY DALE HELMS
DB. 6240. PG. 778
DB. 178, PG. 346
PLAN
1" = 40'
\ \ \\\
° ° I \ \\\
I \
\ \
9+00 ///// / / / 120+00
Rat. .�� . --- �� . 'iCl-^ . • ME
SILT FENCE (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
1
TC
ACCESS GATE (TYP)
SILT FENCE OUTLET (TYP)
s�
s
LIN
0
\
I
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\ \\\\
1 00
C;1' co
o
1" = 40'
20
0
40
620
610
600
590
W
a
580
w
570
560
550
112+00
113+00
114+00
115+00
116+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
36" TRANSMISSION MAIN
117+00
118+00
PROFILE
HORIZ: 1” = 40'
VERT: 1 " = 10'
119+00
120+00
121+00
122+00
620
610
600
m
590 m
0
z
580 M
570
560
550
123+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 112+00 TH RU STA. 123+00
PROJECT NO. 28600-231695
FILE NAME: C013PLPR.DWG
SHEET NO.
C-13
60% SUBMITTAL - NOT FOR CONSTRUCTION

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Total Impact= 42 Lf
Temp. Impact= 42 Lf
Permanent Impact= 0 Lf
BLt -OFF
S A=123+25
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E=1531870.97
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PID N8-273-008
CHARLES A.
BROADWAY &
FAYE K. BROADWAY
DB. 6125, PG. 71
TEMPORARILY RELOCATE EXISTING
h 4) 586 / / /// / FENCE AS NEEDED FOR CONSTRUCTION
5 8 9
WETLAND AREA (TYP)
-
TCE
LImpact W39 (Unique ID W 219A - PEM):
Temporary Impact= 0.078 Acre
Forested: No
STREAM CROSSING
R ESTO RATI O N
\il \
9
TERRYPID 0DALE HELMS
I ' , D2, PG
DB.B. 61 7840. , PG. 346778
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/ 595
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126+00/
ACCESS GATE (TYP)
(
tr)
O
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h
CO
•TCE •
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
N
129+00 / oo ' / 130+00
MM��►iii%//// 1l//N/N I
/
,128+0(3
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
SILT FENCE OUTLET (TYP)
PLAN
1" = 40'
TCE
SILT FENCE (TYP)
602
601
600 -
/
. J10
131+OOe
x
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L`C6 J CG
132+00/
• 599 —
599 d1
1/11111 11111111fJ11111111B-443'I11 11111111/1 /i *
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
PID 09-253-066
RICK HARRIS HELMS
DB. 6240, PG. 781
DB. 230, PG. 38
OPEN CUT
ROAD CROSSING
ACCESS DRIVEWAY (TYP)
01
(31
M
O
1
1
If.
)1--(--1
/ \.
SEDIMENT TUBE (TYP) III
IN
Irn
13A.+00
TcE=
rn
PID 09-253-075
CODY ANDREW EISS
DB. 6892, PG. 219
1" = 40'
20
0
40
620
610
600
ROANOKE CHURCH
ROAD (SR 1505)
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
o_
0
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0
w
EX. TELE
(ASSUMED ELEVATION)
w 590
Lu
_ mac_
0 0
(j 580 Q
Lu
W'y
\
570
560
36" TRANSMISSION MAIN
550 1
123+00
Li
Li
O
0
J
CO
124+00
125+00
126+00
127+00
128+00
PROFILE
129+00
HORIZ: 1 " = 40'
VERT: 1” = 10'
130+00 131+00
132+00 133+00
134+00
620
610
600
590
0
z
11
580
570
560
550
134+50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 123+00 THRU STA. 134+50
PROJECT NO. 28600-231695
FILE NAME: C014PLPR.DWG
SHEET NO.
C-14
7
7
7
7
60% SUBMITTAL - NOT FOR CONSTRUCTION

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/
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611
SILT FENCE (TYP)
:Or
138+00
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139+0
60
0
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UTILITY EASEMENT (TYP)
140+00
0
ACCESS GATE
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141+00 142+00
........................
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PID 09 253_
075
CODY
DB. 692,P� 2SS
9
0
co
TCE
•TCE .
rcE
VB/CAV
STA=136+65
N=476913.84
E=1533099.66
PID 09-210-012G
KAREN S. HAMILTON
DB. 5677, PG. 341
PC. 0, FILE 343
SILT FENCE OUTLET (TYP)
► I
\
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PLAN
1" = 40'
0
PID 09-210-012G
KAREN S. HAMILTON
DB. 5041, PG. 116
603
0
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PID
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FBRAM.GRIFFINdeERICqO E LEMLEYRIFFINpB1,�3213PCG,FIE08
1
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FFIN
1p2, PG 634
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rn
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J
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1
45+00/Are ,
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1" = 40'
20
0
40
620
610
600
580
570
EXISTING GROUND CO
BASELINE OF CONSTRUCTION
36" TRANSMISSION MAIN
620
610
600
m
r
590 z
560 -1
134+50 135+00
136+00
137+00
138+00
139+00
140+00
PROFILE
HORIZ: 111 = 40'
VERT: 1" = 10'
141+00
142+00 143+00
144+00
145+00
580
570
560
145+50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 134+50 THRU STA. 145+50
PROJECT NO. 28600-231695
FILE NAME: CO15PLPR.DWG
SHEET NO.
C-15
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
SEDIMENT TUBE (TYP)
TEST STATION WITH
ANODE BED
STA=145+90.7
N=476858.3
E=153401
ASING
NOTE 1)
A=145+94.09
N=476857.91
E=1534022.01
BEGI
(S
Impact S81 (Unique ID S 3A):
Total Impact= 42 Lf
Temp. Impact= 42 Lf
Permanent Impact= 0 Lf
END CASING
(SEE NOTE 1)
STA=146+70.98
N=476847.77
E=1534098.22
TEST STATION WITH
ANODE BED
STA=146+77.32
N=476847.05
E=1534104.53
60" CORRUGATED
-H6DPE CASING PP
36" CARRIER PIPE l
Sp • PIEDMONT 4169A GRAB GAS
PID 31s RAW
ERICA e 0-012F-
NVA M.21 GRIFFIN
DB oOkE L GRI EY
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B. G 1 FI PG C 213 RIFFI
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308
gREN 2/0,
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Sg pc. 3 0�
8
/ /
J
OHE
rn
rn
rn
0
0
PERMANENT 25' WIDE (MIN.)
OH, UTILITY EASEMENT (TYP)
0
N
-- OHE � T
e
i
(5'O
ROANOKE CHURCH ROAD (SR 1505)
� 1
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COI 95�h/
(1 \
Pr
f � � 155+00
148+00 152+00/0P""4Pr-;i100For,15 �-
1
589
WETLAND AREA (TYP)
ct
NOTES:
1. ENDS OF CASING PIPE
SHALL BE SEALED WITH
FLOWABLE FILL.
SILT FENCE (TYP)
o
66
PID 09-210-013
TAMMY RENEE S. BAUCOM
DB. 4959 PG. 48
PLAN
1" = 40'
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
SILT FENCE OUTLET (TYP)
599i
VB/CAV
STA=152+41
N=476973.93
E=1534650.36
gF.
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
io43
r huh
PID 09-210-013
TAMMY RENEE S. BAUCOM
pB. 4959, PG. 48
156+0r,
STREAM (TYP)
PID 09-210-020
ERIC JAMES JENKINS
Sc TERRI T. JENKINS
DB. 502, PG. 425
TCL •
1
1
I
1
i
1" = 40'
20
0
40
Impact S80 (Unique ID S 4A):
Total Impact= 75.2 Lf
Temp. Impact= 75.2 Lf
Permanent Impact= 0 Lf
610
600
z
EX. 10" GAS
TEST HOLE # 15C
TOP EL 580.92
20'
30'
590
570
560
550 1
145+50
z
0
a
N
I-
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W
I-
J
i0
z
I0
146+00
EX. 6" GAS
TEST HOLE # 15B
TOP EL 583.31
z_
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0
0
z
W
EX. 4" GAS
TEST HOLE # 15A
Too ,-I CPC
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
60" CORRUGATED HDPE
CASING PIPE
36" CARRIER PIPE
36" TRANSMISSION MAIN
co
rn
O
r
+co
-• N o
to 1=
N W (j
U)
W
H
147+00
148+00
149+00
150+00
151+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 10'
152+00 153+00
154+00
155+00
156+00
610
600
590
m
r
580 Z
m
570
560
550
156+50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 145+50 THRU STA. 156+50
PROJECT NO. 28600-231695
FILE NAME: C016PLPR.DWG
SHEET NO.
C-16
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

u
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717
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N
I
0
U
N
0
0
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U
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0
0
0_
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U
0
0
N
0
w
ce
X
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PID 09-210-020
ERIC JAMES JENKINS
8c TERRI T. JENKINS -
DB. 502, PG. 425
\B/
PID 09-210-021
ERIC JAMES JENKINS
& TERRI T. JENKINS
DB. 602, PG. 604
` 59P
irc
PID 08-240-001 E
/ TIMOTHY DUANE PRICE
/ PAULA H. PRICE
DB. 860, PG. 263
3:04:47 PM
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
\c/
DESIGNED BY• —
DRAWN BY• �• ��"''
SHEET CHK'D BY• —
CROSS CHK'D BY• B. WILLIAMS
APPROVED BY• K. LOWE
DATE SEPTEMBER 2019
PID 08-240-001C
BARRY KENNETH MILLER &
SONYA P. MILLER
DB. 419, PG. 542
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
\D/
PID 08-240-001
VICTOR LELAND PRICE &
SANDRA PRICE
DB. 4275, PG. 396
PC. N, FILE 87
EXISTING GROUND
BASELINE OF CONSTRUCTION
PROFILE
HORIZ: 1" = 40'
VERT: 1 " = 10'
\E/
Impact S79 (Unique ID S 5A):
Total Impact= 76 Lf
Temp. Impact= 76 Lf
Permanent Impact= 0 Lf
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
\F/
\G/
i//i //i'1.//• /
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
PID 08-240-001
VICTOR LELAND PRICE &
SANDRA PRICE
DB. 4275, PG. 396
PC. N, FILE 87
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 156+50 THRU STA. 168+50
\H/
PROJECT NO. 28600-231695
FILE NAME: CO17PLPR.DWG
60% SUBMITTAL - NOT FOR CONSTRUCTION
N

\A/
\B/
\C/
\D/
\E/
\F/
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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
co
MJ GV
8"x90'
MJ BEND
8"x11.25'
MJ BEND
(
0
14crp/0 0800
1 ,
OqN� p
pC42)Sgp
° �C
N, 8�96w
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0'
0
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EXISTING WATER MAIN TIE-IN PLAN
630
620
w 610
w
L1
z
0
Q
600
Lu
590
1" = 10'
/0
36" BFV
STA=171 +40.00
N= 477139.20
E=1 536528.53
8" MJ TEE
8" MJ
SLEEVE
NOTE:
RIDGE ROAD CROSSING MUST BE PERFORMED
BETWEEN JUNE 15TH AND AUGUST 1ST
(OUTSIDE THE UNION COUNTY SCHOOL YEAR).
L
7I
36"x8" TEE
STA=172+17.08
N=477142.33
E= 1 536605.39
8" MJ GV
STA 172+17.08
N=477137.33
E=1536606.11
8"x90' MJ BEND
STA=172+17.08
N=477133.91
E=1536606.59
8"x11.25' MJ BEND
STA=172+34.83
N=477136.49
E=1536624.61
SEE ENLARGED WATER MAIN
TIE-IN PLAN BELOW
--
tr,
4
I
EXIST. 8" WL
TEST HOLE #14
TOP EL 605.51
O
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O
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ACCESS GATE
p Tav�'f°rO�iNc
8" MJ TEE
STA=172+50.42
N=477143.98
E=1536639.03
8" MJ SLEEVE
STA=172+51.01
N = 477142.22
E=1536639.97
:E
PID 08-240-001 A
CARNETTE
KAY E GH NICOLB ANDERSON EEAGASTON
DB. 7176, PG. 201
PLAN
1" = 40'
PERMANENT a.' WIDE (MIN.)
UTILITY EASEMENT (TYP)
SR 1505
TC
SILT FENCE OUTLET (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
POTENTIAL CONSTRUCTION
STAGING AREA
1
OPEN CUT
ROAD CROSSING
ACCESS GATE
•TCE•
VB/CAV
STA=177+10_
N=477286.27
E=1537075.86
I
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (T(P)
1
TEMPC;RARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
TCE . .... TCE.
36"x45' BEND
STA=177+15.74
N=477287.71
E=1537081.42
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
o_
0
w
o_
O
w
EXIST. 8 " GAS LINE
TEST HOLE #13
TOP EL 605.41
EXISTING GROUND
BASELINE OF CONSTRUCTION
(ASSUMED
(ASSUMED
EX. TELE
ELEVATION)
EX. GAS
ELEVATION)
o_
0
w
\_ 36"x45' BEND
STA=178+36.89
N=477392.10
E=1537142.88
to ❑
00
0
I
1
1
a
580 -1
168+50
169+00
170+00
171+00
0
0
+
N
N
172+00
w
w
3
00
r')
CO
0
N
+
(I)
MIN. CLEAR
36" TRANSMISSION MAIN
173+00
174+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 10'
175+00
176+00
177+00
178+00
0
z
w
CO
CO
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c0
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co
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179+00
1" = 40'
20 0 40
630
620
610 1-
600
590
580
180+00
O
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REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 168+50 THRU STA. 180+00
PROJECT NO. 28600-231695
FILE NAME: C018PLPR.DWG
SHEET NO.
C-18
60% SUBMITTAL - NOT FOR CONSTRUCTION

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/-- 36"x45' BEND
/ / STA=181+89.77
/ / N=477483.85
E=1537483.62
ID 08 40_021 -
EL ADDISON HOWELL
DE3. 7043, PC. :570
PC. L, FILE 9 /4
•
ACCESS GATE
36'x45' BEND
STA=182+83.17
N=477439.62
E=1537565.89
7
OPEN CUT
ROAD CROSSING
---_—SEDIMENT TUBE
— TCE
TCE•
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
OHE •
t I
184+00
• TCE TCE•
50' \ SILT FENCE (TYP)
7
co
co
58�
PID 08-240-021B
JEFFREY B. BROADWAY
DB. 6098, PG. 505
TCE
SILT FENCE OUTLET (TYP)
C
186+00
TCE
TCE
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
PLAN
-OHE�_a
—�--
ACCESS GATE
TCE
TCE
10E_
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
© 00
(),5r � 602
1" = 40'
0
WETLAND AREA (TYP)
600
0
;5
PID 09-171-019
GAIL F. LATHAN TRUSTEE
DB. 6661, PG. 729
DB. 93, PO. 280
TCE
`598
$99
0
18 00
0
TCE
CP
Impact OW5 (Unique ID OW 6A):
Total Impact= 0.106 Acre
Temp. Impact= 0.106 Acre
Permanent Impact= 0 Acre
-190+00
TCE
•T
ORA'ILY PLUG
CULV 'T PIPE
`TCE• •
/ /1 '
7 ,PORTABLE COFFERDAM SUCH
AS PORTADAM SYSTEM
CE-
0
1" = 40'
20
0
40
630
620
610
590
580
ROANOKE
CHURCH ROAD
(SR 1505)
0_ 0_
O 0
W W
MIN. CLEAR
EX. TELE
(ASSUMED ELEVATION)
EX. GAS
(ASSUMED ELEVATION)
N
0 h
z a)
W00
CO +
in 00
x
_
in(%
570 —1
36" TRANSMISSION MAIN
EXISTING GROUND
BASELINE OF CONS RUCTION
180+00
181+00
182+00
183+00
184+00
185+00
186+00
PROFILE
187+00
188+00
189+00
190+00
191+00
630
620
610
600 z
590
580
570
192+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 180+00 THRU STA. 192+00
PROJECT NO. 28600-231695
FILE NAME: G01 9PLPR.DWG
SHEET NO.
60% SUBMITTAL - NOT FOR CONSTRUCTION

N
a)
E
717
M
N
I
0
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N
0
0
0-
w
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0
0
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0
0
N
U
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X
\A/
CONTRACTOR TO TEMPORARILY
SEDIMENT TUBE (TYP),"*".......--
\B/
Impact
OW5 (Unique ID OW 6A):
Total Impact= 0.106 Acre
Temp. Impact= 0.106 Acre
Permanent Impact= 0 Acre
\D/
VB/CAV
STA=197+00
N=477883.82
E=1538901.27
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
12:53:35 PM
a_
J
0_
0
N
0
0
0
Ti)
0_
0_
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0
0
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0
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0
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0
0_
0_
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0
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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
\c/
DESIGNED BY• —
DRAWN BY• �• ��"''
SHEET CHK'D BY• —
CROSS CHK'D BY• B. WILLIAMS
APPROVED BY• K. LOWE
DATE SEPTEMBER 2019
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
\E/
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
EXISTING GROUND
\F/
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
\G/
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 192+00 THRU STA. 203+00
\H/
PROJECT NO. 28600-231695
FILE NAME: CO2OPLPR.DWG
60% SUBMITTAL - NOT FOR CONSTRUCTION
N

\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
a)
E
ro
N
I
0
U
N
0
0
0_
w
U
6:23:23 AM
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
i
m
MI
h�
O
0
0
z
s80
\ \ N
rn
s g
tr/ tr\
\\ \ s `Scp sue? 8
s � �� ? \
ScP �� sz
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
\\ °
001
UZI
SILT FENCE OUTLET (TYP)
STREAM (TYP) J
ROANOKE CHURCH ROAD SR 1505)
/ /NA�f%//�206+oo�r1//��/// g`209+00
205'oo.� o,=== _==ne_� �==mawmw. . =, ==rj=...: ===72�
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04+00
we ns=ea
TCE
h 0
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TCE-
TCE
TCE
• TCE •
E
T
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTIO
co to
\ \ '
to I
STREAM BANK
RESTORATION
PID 09-171-019A
GAIL F. LATHAN TRUSTEE
DB. 6661, PG. 729
DB. 288, PG. 814
I 1
I
PID 08-207-001
i DEBRA MCGEE STEGALL &
Impact S78 (Unique ID S 7A):
Total Impact= 40 If
Temp. Impact= 40 If
Permanent Impact= 0 If
rj \`1.
\\
PLAN
1" = 40'
SEDIMENT TUBE (TYP)
210+0047 211+00
�SF
•
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
BLOW —OFF
STA=209 + 60
N=477555.20
E=1540116.43
i
goo\\ \\\\\\\\\\\
1.0
SILT
r-`
y
FENCE (TYP)
N to
00 N tO
h
h
2
l
1a�
0
\CP',‘
z
20
(fi
Orn
N
0
Z
� 2
\f)
1" = 40'
40
610
600
590
w 580
LJ-
O
1-
a
-4 570
w
560
550
540 —I
203+00
204+00
205+00
206+00
207+00
36" TRANSMISSION MAIN
208+00
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
STUMPLICK BRANCH
J
STREAM BANK
R ESTO RATI O N
209+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 10'
210+00
211+00
212+00
213+00
214+00
610
600
590
580 rni-
0
570
560
550
540
215+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 203+00 THRU STA. 215+00
PROJECT NO. 28600-231695
FILE NAME: CO21 PLPR.DWG
SHEET NO.
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
\D/
\E/
\F/
\G/
\H/
E
7.0-1
ro
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0
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(I)
0
0
0_
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0
0
0_
LU
0
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0
0
0
tJ
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7:07:47 AM
CP
0_
0_
0
0
(7)
0_
0
0
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0
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0
0
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0_
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0o
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0_
CL
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
(f)
6 w
> D
Et 0
LU 0
Ul 0
LU
• LU
00 E
E- DE
DE
0 1-
62
66
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'6_
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Z I
0
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—)
SILT FENCE (TYP)
GAS
PID 08-207-001C
DEBRA MCGEE STEGALL 8c
GARY LIND STEGALL
DB. 354, PG. 222
•
0 N
. \
\ 1 0 -----1,
--
0
( ----
--a
----
----- ---.17\-- \ \\\-\\1\-1? °
::4) ---- „0
----0' 36N22.50* BEND
- STA=220+77.83
..
N=477594.85 -------
36N90EBEND=1541116.42
,1 STA=220+71.33
\ \ J N=477594.85
1,..,E=1541109.92
SEDIMENT TUBE (TYP)
/
ROANOKE CHURCH ROAD !SR 1505)
7=A zi 7441 r,==. = , =TT= , ,, A ===. M i I 1 g 1 = V.11/ • = ' - • • " -. = -'..-% - . - - . . -^ 1 7 . -- . 4 i 1 =--M, N III 1'.. : . . . . . . . . _,...,,,.. it =„= 1 1 r .... . ... . I . . . . . . . . . ,. . , ,. . , . . . . . . . r. . . =1,,,,t m. . /2-1 9 ,..,.....„
216+00/
'IrA4r 218+00 At 41,41,
21 7-FOO 7/77
.. .......•..........................................................................................................
....:.:..................................................................................................................................................
TCE TC CE---"—TC :•.•••••• ... : ... : ... : ... : ... : ... : ... : ... : ... : .... ................ ... ... ... ... ... .. .... ................ • .. • .. • .. • . • . • .. • . • . • . • . • . • ............... ,
• • • • • • • • • • • • • • • • •
Lu 1—_____.
................................" • " " " " " " • " • . • . • '''''''''''''''''''''''''''
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1-1-1 1
Z
2 I
. w. 4 ▪ • .
M 1
—T T-
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 08-207-001B
REGINALD B. CARRIKEP590
& PAMELA M. CARRIKEr<
DB. 307, PG. 492
-434
—
SILT FENCE
OUTLET (TYP)
0
/
—T —arr-r
— GAS ;GAS —7 GAS
ACCESS DRIVEWAY (TYP)
OPEN CUT
ROAD CROSSING
36'1)(90BEND
STA=219+62.29
N=477485.81
E=1541109.92
PLAN
1" = 40'
•
GAS
O01-001
B is\
DORN MCGEE_ SIEGN...\_. &
GP,R`( OND
OB. 6191, PG. 684
PID 08-207-001
DEBRA MCGEE STEGALL &
GARY LIND STEGALL
DB. 6791, PG. 684
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
T
GAS ---
0
OHE
cs,
c.c)
- " • _
6' (J)
1" = 40'
20
0
40
610
600
Lu 590
tJ
uz
580
tJ
570
EX. TELE
(ASSSUMED ELEVATION)
EXIST. 4" GAS LINE
TEST HOLE #12—\
TOP EL 585.36
oIJ
-—
-
uJ
EXISTING GROUND
BASELINE OF CONSTRUCTION
5607
0)
a (NI
z cNi
UJO
•±
cr)
o
cr)
ro
ro
a ro
z
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m
b N
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x <
"col-
ro
36" TRANSMISSION MAIN
215+00
216+00
217+00
218+00
219+00
220+00
PROFILE
221+00
HORIZ: 1 = 40'
VERT: 1" = 10'
222+00 223+00
224+00
225+00
610
600
590 I-
z
11
580
570
560
226+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
CD1111
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 215+00 THRU STA. 226+00
PROJECT NO. 28600-231695
FILE NAME: CO22PLPR.DWG
SHEET NO.
C-22
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
9S
PID 08-207-001
DEBRA MCGEE STEGALL &
GARY LIND STEGALL
DB. 6791, PG. 684
53
\36"x22.50' BEND
STA=226+35.00
N=477808.06
E=1541631.17
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
Tii/
227+00/� �' /228+0+00
0� / 229+ 0� / hrj;�
fjOr'''' A, .,v dirArArar&VA,r Age, 'Ara- ,70-Adig.-iiiw
..SF...;
Aar SF
TRENCHLESS CROSSING
EXIT PIT 20' x 20'
BEGIN CASING
STA=229+77.03
N=477801.07
E=1541973.13
36"x8" TEE
STA=229+68.95
N=477801.24
E=1541965.05
36"x45° VERT BEND
STA=229+48.04
N=477801.66
E=1541944.14
36" BFV
STA 229+44.25
N=477801.74
E=1541940.36
•
•
•TCE
•SF•:•:_
PID 08-207-001 A
DEBRA MCGEE STEGALL &
GARY LIND STEGALL
DB. 6791, PG. 684
DB 151 Pg 119
DB 110 Pg 584
2" ARV
STA=229+40
N=477801.83
E=1541936.11
36 x45° VERT BEND
STA=229+55.21
N=477801.51
E=1541951.32
8" GV
STA 229+68.95
N=477796.13
E=1541964.94
8"x90° BEND
STA=229+68.95 _
N=477792.66
E=15419 64.87WATER
METER \
91
36"x8" TEE
30+C
-
8"
MJ GV
8"x90'
BEND
620
610
600
580
570
8" DI RJ PIPE
1
EXISTING WATER MAIN TIE-IN PLAN
1" = 10'
C5
ti
11
1 I
ACCESS DRIVEWAY (TYP)
o Z fl III
CO p I I
111I c/ O
J Z
I
i
31•t00
60" CASING PIPE -STEEL
36" CARRIER PIPE
TRENCHLESS CROSSING
ENTRY PIT 20' x 40'
"AMA
icr
.....SFt.
END CASING
STA=231 + 13.89
N=477798.27
E=1542109.96
8" MJ TEE �/
STA=230+27.23
N=477791.46
E=1542023.14
l32-'
8" MJ SLEEVE
STA=230+27.04
N=477789.10
E=1542022.90
r
SEE ENLARGED WATER MAIN
TIE-IN PLAN BELOW
PLAN
1" = 40'
aft 1.44
i
PID 08-207-006
JAMES DONALD CUTHBERTSON
& VICKIE CUTHBERTSON
DB. 4179, PG. 557
0
0
A y l
_SILT FENCE (TYP) I \v,/(
\
_1 OF / / t/SF
- S6Y /
233+00' SF/ 23i4+00// / O ,/�, ,T -f, ` , F-:�1►11
. .�.. _.._. � /ismer - r�
iffArdireArAWAV
........AajgrA /i/%ice
0
0
0
to
..SF. _C
IOh
ESE
TEMPORARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
i
I
/ /jj / � / / �7mE-a-
7
TEMPORARY 15' WIDE (MIN.)
CONSTRUCTION EASEMENT (TYP) \
36" TRANSMISSION MAIN/ sus
BASELINE OF CONSTRUCTION
SEDIMENT TUBE (TYP)
PID 08-207-005
DANIEL B. LATHAM &
SHAWN M. LATHAM
DB. 4101, PG. 68
CF .......SE.... TCE ....sr ...... .
SILT FENCE OUTLET (TYP)
-- ' SF'
TtE
-P
IZ
I
1" = 40'
20
0
40
8" MJ TEE
EXIST 8" WL
TEST HOLE # 11
TOP EL 591.71
U.S. 601
CONCORD HWY
EXISTING GROUND
BASELINE OF CONSTRUCTION
0
0
W
..............................................................
0
zo
wo
Do
o+
Lo
NN
N
N
EXIST 4" GAS LINE
TEST HOLE #10
TOP EL 591.99
z_
0
z_
0
620
610
600
m
r
590 Z
0
Z
m
560
226+00
227+00
228+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
229+00
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
W
o__
0_
N
+
0)
N
N
230+00
60" CASING PIPE -STEEL
36" CARRIER PIPE
36" TRANSMISSION MAIN
231+00 232+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 10'
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
233+00 234+00
235+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
236+00
580
570
560
237+00
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 226+00 THRU STA. 237+00
PROJECT NO. 28600-231695
FILE NAME: CO23PLPR.DWG
SHEET NO.
C-23
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
\C/
\D/
\E/
\F/
\G/
\H/
MATCH LINE SEE STA 245+00 FOR CONTINUATION
/inr
/N
7/
0-
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
— 60=ITO
8
607
606
604-
0
0-
o
PID 08-207-006
JAMES DONALD CUTHBERTSON
& VICKIE CUTHBERTSON
DB. 4179, PG. 557
0
P.
/EMPORARILY RELOCATE EXISTING
FENCE AS NEEDED FOR CONSTRUCTION
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT
0
co
SILT FENCE (TYP)
N 00 - — -- --
SF�' 238+00" " 2.39+00 sF Er ������
AOr
76777-00
U //////
I„
V)
41*
10E
SF'
TCE
r�.
SEDIMENT TUBE (TYP)
TCE
0
co
co
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
SILT FENCE OUTLET (TYP)
4o
cP
..�
TCE............;...TCE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 08-207-005
DANIEL B. LATHAM &
SHAWN M. LATHAM
DB. 4101, PG. 68
0
• •TCE
TCE
IC
606
TCE
TCE................ TCE..............
VB/CAV
STA=242+75
N=477777.78
E=1543270.61
TCE
36'x90' BEND
STA=242+81.51
N=477777.66
E=1543277.12
PID 08-207-010A
KEVIN PHILEMON &
ADA PHILEMON
BK. 3331, PG. 759
PLAN
1" = 40'
0
(
36'x90' BEND
STA=246+24.39
N = 478120.43
E=1543285.92
r
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT
PERMANENT 20' WIDE (MIN.)
UTILITY EASEMENT
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
e AO% 247+00"--="===7"=°7='Ar-"="
1'
O
O
•
248
SF'
TEMPORARY 15' WIDE
CONSTRUCTION
EASEMENT (TYP)
MATCH LINE SEE STA 245+00 FOR CONTINUATION
NUATION
i
I
0
ICr
0
N
U
1" = 40'
20
0
40
630
620
610
590
580
EXISTING GROUND
BASELINE OF CONSTRUCTION
T-
7
570
237+00
238+00
239+00
240+00
241 +00
242+00
0
z�
W 0p
0+
N
0) N
36" TRANSMISSION MAIN
243+00
PROFILE
HORIZ: 1 " = 40'
VERT: 111 = 10'
244+00
245+00
246+00
247+00
630
620
610
590
580
570
248+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 237+00 THRU STA. 248+00
PROJECT NO. 28600-231695
FILE NAME: CO24PLPR.DWG
SHEET NO.
C-24
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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UTILITY EASEMENT (TYP)
0
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.________,........,_.____=, ,__,.....„
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PID 08-207-008
VANN EUGENE MCMANUS
DB. 308, PG. 256
OPEN STORAGE
.0
43
i
36"x8" TEE
STA=253+59.12
N=478073.20
E=1544015.95
36"x22.50' BEND
STA=253+14.91
N=478091.80
E=1543975.85
SFCE
_.SF.-
/.
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION 0
lz
i
CA
•
0 '
PID 08-207-010
TIMOTHY NEAL KEZIAH
DB. PG. 733 I
620
610
a 600
LL
z
0
a
1-11 590
w
580
8"
MJ GV
8"x90'
MJ BEND
36"x8" MJ TEE
PIP,
i
ESF� .:::....................... T� � TCZ���c^ sF .
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
0
0
0 0 0'
8" MJ GV
STA 253+59.12
N=478069.55
E=1544014.26
8'x90' BEND
STA=253+59.12
N=478067.39
E=1544013.25
SEE ENLARGED WATER MAIN
TIE—IN PLAN BELOW
44#-•-• 1.44e,... 4
d
//
/
W/LT
01*
B-315
/,
18•
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41•
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/ /P hi
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//
CO
41
/
�� I� �24'e'4e TCETCES c � O :.:.........:.:.:.:.:.:.:.:..........................TCE_..
74
II" — 41,11,256A-00 "era, A Or
4f77&SF " w -I
60,3
1 602PEDESTAL
601
OPEN CUT
ROAD CROSSING
PID 08-207-008A
CARROLL JACKSON HEDRICK
& SADIE C. HEADRICK
DB. 237, PG. 377
ACCESS DRIVEWAY (TYP)
,B-314
•
PID 08-207-008C
KEITH SAMUEL BAKER
& JUDITH A. BAKER
DB. 304, PG. 841
8" MJ TEE
STA=253+81.52
N=478057.96
E=1544033.58
8" MJ SLEEVE
STA=253+81.69
N=478055.86
E=1544032.79
VPERMANENT 2 WIDE (MIN.)
UTILITY EASE ENT (TYP)
PID 08-207-008C
KEITH SAMUEL BAKER
& JUDITH A. BAKER
DB. 304, PG. 841
A
II pact VV3Menique ID W 200A - PSSZ
Temporary ClearingImpact 0.016 Acre
p rY p
Forested: No
-- 59
...• .•ICE•—L
SILT FENCE OUTLET (
Impact W38B (Unique ID W 200A - PSS):
Permanent Conversion Impact = 0.058 Acre
Forested: No
WETLAND AREA (TYP)
PID 08-171-003
RACHEL KEZIAH HELMS
DB. 474, PG. 152
TEMPORARY 15' WIDE
CON RUCTION EASEMENT (TYP)
CE-r-__
TC E.
E
258+00
////®®///
259
i
1
I
1" = 40'
20
0
40
8" MJ
TEE /
/
8" MJ
SLEEVE a I \
EXISTING WATER MAIN TIE-IN PLAN
1" = 10'
EXISTING GROUND
BASELINE OF CONSTRUCTION
EXIST. 8 "+/— WL
TEST HOLE #8
TOP EL 598.90
EXIST. 8" WL
TEST HOLE #9
TOP EL 597.05
SIKES MILL ROAD
(SR 1001)
rZ
0
EXIST. 4" GAS LINE
TEST HOLE #7
,TOP EL 596.54
570 —1
248+00
0
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36" TRANSMISSION MAIN
249+00
250+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
251+00
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
252+00
253+00
254+00
PROFILE
HORIZ: 111 = 40'
VERT: 1" = 10'
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
255+00 256+00
257+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
258+00
620
610
600 rni-
0
z
m
590
580
570
259+00
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 248+00 THRU STA. 259+00
PROJECT NO. 28600-231695
FILE NAME: CO25PLPR.DWG
SHEET NO.
C-25
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
0
PI
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UTILITY EASEMENT (TYP)
0
IX I 8-431
0 ;
.................. TCE...... ,...TCE.�_ .TCE
STREAM (TYP)
59
Impact S77 (Unique ID S 200A):
Total Impact= 52.4 Lf
Temp. Impact= 52.4 Lf
Permanent Impact= 0 Lf
PID 08-207-009
1 BIRDIE J. CHANEY
/ DB. 474, PG. 188
TCE TCE TCE
—
N1 00 // Ar .Z- 260+Co /////��/� / 261
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LI
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PID 08-171-003
ACHEL KEZIAH
HELMS
B. 474, PG. 152
PID 08-171-001B
HENRY T LOVING
& GEORGE G. LOVING
DB. 1524, PG. 148
SILT FENCE OUTLET (TYP)
SILT FENCE (TYP)
590
Impact W37 nrque I0T/V201A- PEMZ
Temporary Impact= 0.01 Acre
Forested: No
PID 08-171-037
THAD A. PRESLAR
& SHERRY B. PRESLAR
DB. 1384, PG. 571
Impact W36 (Un que W 203A: -
Temporary Impact= 0.002 Acre
Forested: No
TCE............'.TCE
(3'
0%00 O
592
WETLAND AREA (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
TCE............... TCE -
264+00
TCE
Impact S76 (Unique ID S 201A):
Impact= 226.4 Lf
Temp. Impact= 226.4 Lf
Permanent Impact= 0 Lf
PID 08-171-036
THAD A. PRESLAR
& SHERRY B. PRESLAR
DB. 1384, PG. 571
PLAN
-IC E
T sF TC.E... .....
-430
PID 08-171-00a.O1
UNIONVILLE BAPTIST CHL....,H, INC.
DB. 3842, PG. 672
\ \
SEDIMENT TUBE (TYP)
TCF SF....
E .'TG.E'
gri
IWW 269+00
:4r)vlAriWAw==== v. .=.—o==== -_ ==..=
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I=
Ir
m
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1" = 40'
0
36" TRANSMISSION MAIN/
n BASELINE OF CONSTRUCTION
PID 08-171-034
THAD A. PRESLAR
& SHERRY B. PRESLAR
DB. 1384, PG. 571
0
t7N
03
FIREPIT
0
0,
co
PID 08-171-034
THAD A. PRESLAR
& SHERRY B. PRESLAR
DB. 1384, PG. 571
PID 08-171-001A
PAULINE JORDAN
DB. 233, PG. 397'�
i
1" = 40'
20
0
40
610
600
580
570
259+00
260+00
261+00
262+00
263+00
264+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
36" TRANSMISSION MAIN
265+00
PROFILE
HORIZ: 1” = 40'
VERT: 1" = 10'
266+00
267+00
268+00
269+00
610
600
m
590 Z
580
570
270+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 259+00 THRU STA. 270+00
PROJECT NO. 28600-231695
FILE NAME: CO26PLPR.DWG
SHEET NO.
C-26
60% SUBMITTAL - NOT FOR CONSTRUCTION

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TEMPORARY 15' WIDE
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—
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1.0
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STA=270+40
N=477937.76
E=1545680.66
LO CHAD& RLENE SPLq W\02\
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C, FILE 314 RIDGE
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
TEMPORARILY RELOCATE
)
\ \ EXISTING FENCE AS
NEEDED FOR CONSTRUCTION
SgUCOM ROAD
C
\ \ ACCESS GATE SILT FENCE (TYP)
(Ra
OM _
272+00 , rrrrr 273+00
/ ~ 06,4,` •
° o
1 G01P
?0 0a/E JOR03g
PP�2,PG
Og.
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
1-
ACCESS DRIVEWAY (TYP)
PID 08-171-0 p
CH ARLENE SPLOUTHIT
APG 232
RIDGE
PC. C, FILE
DB. 7236,
LOT 1 &2— FISHER 4
co
1
TEMPORARILY RELOCATE a/
EXISTING FENCE AS
NEEDED FOR CONSTRUCTION
1'
SILT FENCE OUTLET (TYP)
%r/ o/ 277+00/%r /ir •
IA
-
TCE.
36"x11.25° BEND
STA=275+28.53
N=477865.65
E=1546160.74
PID 08-171-006A
CASIE G. CORRELL &
ROBERT J. CORRELL
DB. 5438. PG. 897
LOT 3
PC. K, FILE 651
1" = 40'
PID 08-171-006B
DARWIN J. CAUDLE
DB. 4978, PG. 510
LOT 2
PC. K, FILE 651
Fi
EXIST. ACCESS GATE
SEDIMENT TUBE (TYP)
p/O P
49.
R/iy 6c
233 <F/0 L Fi0 /
PC K °/ 3 C 94
F
�F 6
Si
l
(
11
1" = 40'
20
0
40
610
600
w 590
w
t
z
0
a
Lji 580
570
560
FISHER RIDGE DRIVE
(SR 2700)
0
0
w
0
0
w
EXISTING GROUND
BASELINE OF CONSTRUCTION
270+00
\ �.
271 +00
272+00
273+00
`
{
274+00
LN
275+00
36" TRANSMISSION MAIN
PROFILE
HORIZ: 1 " = 40'
VERT: 1 " = 10'
276+00
277+00 278+00
279+00
280+00
610
600
m
590 '
0
z
11
580
570
560
281+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 270+00 THRU STA. 281+00
PROJECT NO. 28600-231695
FILE NAME: CO27PLPR.DWG
SHEET NO.
C-27
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
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\F
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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
i
PID 08-171-019 ,\
JEFFERY A. ROWELL &
CHERYN K. HENDRICK
DB. 1174, PG. 823
LOT 3 — BAUCOM WOODS
PC. B. FILE 298B
—
4-
TT = - -T
GA -Tv - cas
BAUCOM GAS � _�
COM ROAD (SR 16. 0
o
/
1
/ STEP 08 1} 017- ...��`
HANIE
& TOp p ROB/NSON N
DB• 6773, , S N493
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/t�,
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tarap.
ACCESS GATE
a
a
Was
k,
""""""` 282+00""""""` 283+00"
` " �Y=��� `` 284-I-ppikik
—Mr 57
.1
om285+
MMI I
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PID 09-134-005
EDD M. LITTLE &
BRENDA P. LITTLE
DB. 304, PG. 469
DB. 280, PG. 404
DB. 168, PG. 576
0
36'x90' BEND
STA=285+05.03
N=477195.11
E=1546798.79
CO
0
w
36'x90' BEND
STA=285+90.03
N=477225.62
E=1546879.40
580
581
582
583
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 09-134-004F
DONALD B. HELMS
& JANICE B. HELMS
DB. 6198, PG. 191
585 .
586
S1 c
-JCL-
8SF
t SF
c
0 0 ` MIN ``` °e��.�"289 itiatitintitititititittit
`�```````� �� ""`288+00 """�""`
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�
- i A
SILT FENCE OUTLET (TYP)
... E..•.-.'. SF' -
TC
jr
3
0
h
OPEN CUT
ROAD CROSSING
t�
•
SF.
— 7 —
0 0
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
° o
o °■ o 0
i
PLAN
1" = 40'
0
PID 09-134-005
EDD M. LITTLE &
BRENDA P. LITTLE
DB. 6198, PG. 191
GAS
291+0p7
O
mew
/
1" = 40'
20
0
40
600
590 -
w
zo 580
Q
570
BAUCOM ROAD
(SR 1620)
EXIST. 8" WL
TEST HOLE #6
TOP EL 580.17
0
0
w
w
O
w
iXIST.2" GAS LINE
TEST HOLE #5
TOP EL 579.50
EXIST. TELE.
(ASSUMED ELEVATION)
EXISTING GROUND
BASELINE OF CONSTRUCTION
4-
4
560 -1
281+00 282+00
283+00 284+00
r')
00
zui
wo
+
o
cc
x
"col-
cn
285+00
36" TRANSMISSION MAIN
286+00
287+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 10'
288+00 289+00
290+00
291+00
600
590
570
560
292+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 281+00 THRU STA. 292+00
PROJECT NO. 28600-231695
FILE NAME: CO28PLPR.DWG
SHEET NO.
C-28
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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PID 09-134-004F
DONALD B. HELMS
& JANICE B. HELMS
DB. 6198, PG. 191
ICE
F. .
c•7J+00 ... .
F... ..TCF
—T
GAS
II
`0
36" TRANSMISSION MAIN/
BASELNE OF CONSTRUCTION
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
APPROX. LOCATION OF
RELOCATED UTILITY POLE
F TCE TCF T
TCE _TCE .T
... �...... SF T S S .. .
9T
CE......
TCE•
PID 09-134-004A
DONALD B. HELMS,
GEORGE LARRY HELMS &
ELEANOR B. HELMS, TRUSTEES
DB. 927, PG. 301
CO
c0
In
POWER POLE TO BE RELOCATED
BY UNION COUNTY COOPERATIVE
PRIOR TO PIPELINE CONSTRUCTION
TCE
T T
`41-
c0
oNE
.'sue-
�iCF
rsl'.'.
�%it 295+00 1296+00 ��1297+00 MI A 298+00 a 299+001�kW+ 00��,�..294+00 `k
=�`��6�.: � ���6�C.m.:...�� �...i�� �...���W ��r�!. ��.�.�...i. � mai.. ors®�.�r�F a� � P'Aa�� i ��®�.i���`���`"�_�'
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C . — - = �•--T_ �L—� — =T T 1 = —Tr—
•
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SILT
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
- cec
\ \ \
\ ` 1
0
c0
tn
N
PID 09-134-004F
DONALD B. HELMS
& JANICE B. HELMS
DB. 6198, PG. 191
co
c0
1.0
c0
C3\
0'
t0
"LC)
a
u
C4
c0
l
---T
- , BAUCOM ROAD (SR 1620)
SEDIMENT TUBE (TYP)
PLAN
1" = 40'
_ -1- 561
560
-563-
562
8
0
/ /
i
\ N N
\ \ NN \, r
\\ N Lt., 0
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FENCE (TYP)
\X
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30
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7:11.
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•
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0
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hr
•
1" = 40'
20
0
40
590
580
570
w
w
LL
zo 560
1±11
550
540
530
292+00
293+00
294+00
295+00
296+00
297+00
EXISTING GROUND c
BASELINE OF CONSTRUCTION
PROFILE
298+00
HORIZ: 1 " = 40'
VERT: 1 " = 10'
299+00
300+00
301+00
y
302+00
J
590
580
570
550
540
530
303+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 292+00 THRU STA. 303+00
PROJECT NO. 28600-231695
FILE NAME: CO29PLPR.DWG
SHEET NO.
C-29
60% SUBMITTAL - NOT FOR CONSTRUCTION

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BASELINE OF CONSTRUCTION
PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
- 568 •
•
•
SEDIMENT TUBE (TYP)
EXISTING WETLAND AREA
DOADBETO DEL
1340 N HELMS
PC WTRAC 1C 51
, FILE 99
APPROXIMATE LOCATION FOR
RELOCATED POWER POLE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
s 565
\g'
564
0
0
0
0
o 0cr
POWER POLE TO BE RELOCATED
BY UNION COUNTY COOPERATIVE
PRIOR TO PIPELINE CONSTRUCTION
PO 09-134— NE�MS
00 P _0 RP F\LE 99.
zrz_
SILT FENCE OUTLET (TYP)
558.
55/
PLAN
1" = 40'
VB/CAV
STA=310+33
N=475330.89
E=1548226.04
SILT FENCE (TYP)
-,It
1
EXISTING INACTIVE WATER WELL/PUMP TO
BE REMOVED IN ACCORDANCE
WITH WELL ABANDONMENT PROCEDURES.
COORDINATE REMOVAL WITH OWNER.
0
TCE
0 k
/ ,
/ „„1
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I 1=.3:A.
0
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0
1" = 40'
20
0
40
580
570
w 560
w
t
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0
a
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w
540
EXISTING GROUND
BASELINE OF CONSTRUCTION
1
36" TRANSMISSION MAIN
530
303+00
r7
ro
>0
0
Q
CO > N
304+00
305+00
306+00
307+00
308+00
PROFILE
309+00
HORIZ: 1 " = 40'
VERT: 1" = 10'
310+00 31 1 +00
312+00
313+00
580
570
m
560 '
0
z
11
m
550
540
530
314+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 303+00 THRU STA. 314+00
PROJECT NO. 28600-231695
FILE NAME: CO3OPLPR.DWG
SHEET NO.
C-30
Nir
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
02-0 133H
0
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BASELINE OF CONSTRUCTION
TCE.
TCE
544
TC.
PID 09-134-001 D
NANCY G. BAUCOM
DB. 427, PG. 575
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
0
/ /
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SILT FENCE OUTLET (TYP)
DUKE ENERGY EASEMENT \ I /NO PLATTED EASEMENT) \ /
(ASSUMED AS 68' WIDE f
(:F
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00
Ar 315+00, , 316+00 , ,317+00, , 318+00 , 319+00 VA , /320.
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BAUCOM ROAD (SR 1620)
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PERMANENT 25' WIDE (MIN.)
UTILITY EASEMENT (TYP)
—
AC
GROUND MAT
37
PLAN
1" = 40'
o.
O�J
B-423
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if 1
AC GROUND MAT
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col At
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54o
541
542
S¢3
544
546
50
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1
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1" = 40'
20
0
40
570
560
530
EXISTING GROUND
BASELINE OF CONSTRUCTION
36" TRANSMISSION MAIN
520
314+00
315+00
316+00 317+00 318+00 319+00 320+00 321+00 322+00 323+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 10'
324+00
570
560
550
0
Z
540
530
520
325+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
NC F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 314+00 THRU STA. 325+00
PROJECT NO. 28600-231695
FILE NAME: C031 PLPR.DWG
SHEET NO.
C-31
60% SUBMITTAL - NOT FOR CONSTRUCTION

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0
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0
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0
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0
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N
N
0
0
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539
536
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SILT FENCE OUTLET (TYP)
SILT FENCE (TYP)
s —
PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
STREAM (TYP)
PID 09-134-001D
NANCY G. BAUCOM
/ DB. 427, PG. 575
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
7
/
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7
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327+00
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TCE TCE
1
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TCE
329+00
F
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TCE
330+00
TCE
PLAN
1" = 40'
TCE .... .a .....TCE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
l
'TCE
A
TCE TCE
PID 09-099-006D
CHRISTIPHER W. BRYANT
& AMY A. BRYANT
DB. 7198, PG. 616
LOT 4
PC. N, FILE 641
locv
hN
411
TCE
TC
iV
CEMETERY
l
• TCE
TCE
PID 09-099-008(80)
PATRICIA BRASWELL
JOHNSON
Sc VANCE ONEAL
DB. 5037, PG. 227
TCE
I'I
c
ff.)
U
20
1" = 40'
0
40
560
550
540
530
z
0
-J 520
510
500
36" TRANSMISSION MAIN
EXISTING GROUND CO
BASELINE OF CONSTRUCTION
490 1
325+00
326+00
327+00 328+00
329+00
330+00
PROFILE
331+00
HORIZ: 1" = 40'
VERT: 1 " = 10'
332+00
333+00
334+00
335+00
560
550
540
530
0
z
i
520
510
500
1 490
336+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 325+00 THRU STA. 336+00
PROJECT NO. 28600-231695
FILE NAME: C032PLPR.DWG
SHEET NO.
C-32
7
7
7
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
_0•
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PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
N SILT FENCE OUTLET (TYP)
rr)
U
•W ITCE = •TGE._ .
U)
W TEMPORARY 15' WIDE
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J
PID 09-099-008(80)
PATRICIA BRASWELL
JOHNSON
& VANCE ONEAL
DB. 5037, PG. 227
PID 09-099-008(80)
PATRICIA BRASWELL
JOHNSON
& VANCE ONEAL
DB. 5037, PG. 227
TCE TEE.
xx
523 /
Tax ID 08138003
Nancy B. Griffin
BK 461 Pg 147
STREAM (TYP)
7jj
• 339+00
ACCESS DRIVEWAY (TYP)
8"x36" MJ TEE
STA=341 +31.07
N=475478.92
E=1551220.21
8" MJ SLEEVE
STA=341 +29.07
N=475477.27
E=1551219.09
--SEDIMENT TUBE (TYP)
BEGIN PIPE CASING
STA=340+17.53
N=475473.18
E=1551151.67
Mill Hot,
8" MJTEE
i
36"x8"
MJ TEE
8" MJ
SLEEVE
8" MJ GV
540
530
520
500
490
8" DI RJ PIPE
8"x90'
MJ BEND
8"x45'
MJ BEND
EXISTING WATER MAIN TIE-IN PLAN
1" = 10'
E....... ..... TOE ......
TRENCHLESS CROSSING
EXIT PIT 20'x20'
36" BFV
STA=339+96.23
N=475469.78
E=1551130.19
60" PIPE CASING -STEEL
36" CARRIER PIPE
/ / /
/17 /
/ ��
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/.)/%1 "),(0 (;)\
, `i/ / /
/ /
4Vz
PID 09-099-008(90)
/ / / PATRICIA BRASWELL JOHNSON
& VANCE ONEAL
DB. 5037, PG. 227
f
END PIPE CASING
STA=341 +41.86
N=475485.55
E=1551229.81
SEE ENLARGED WATER MAIN
TIE-IN PLAN BELOW
36"x8" MJ TEE
STA=341 +55.91
N=475488.56
E=1551248.72
tisF -
342+00
TCE •
TRENCHLESS CROSSING
ENTRY PIT 20'x40'
8'x90' BEND
STA=341 +45.99
N=475477.02
E=1551250.55
8"x45' BEND
STA=341 +31.08
N=475473.53
E=1551228.54
8" MJ GV
STA=341 +31.04
N=475477.77
E=1551221.94
36"x45' BEND
STA=343+66.77
N=475521.58
E=1551456.97
SF,' / 1T F
343+00
TCE
EXISTING WETLAND
AREA (TYP)
Impact W35 (Unique ID W 222A - PEM):
Temporary Impact= 0.009 Acre
Forested: No
PLAN
1" = 40'
/2o
507 0, 6), 70
\ V 0/ O77
„
503
71.2
�_•
36"x22.50' BEND
STA=343+71.43
N=475518.83
E=1551460.75
.714
71;0;
SILT FENCE (TYP)
M
36"x45' BEND
STA=343+76.10
N=475517.74
E=1551465.28
Impact S75 (Unique ID S 221A):
Total Impact= 35 Lf
Temp. Impact= 35 Lf
Permanent Impact= 0 Lf
Tit
0
cP'',oa
0Lct
0 l
-
cP
0
5u-
509
510
511
512
513--
514
515
1/
56y11
75A6
- fQGOO
�
fie
0
h
1" = 40'
20
0
40
EX UT
NC HWY 200
MORGAN MILL ROAD
(ASSUMED ELEVATION)-\
60" PIPE CASING -STEEL
36" CARRIER PIPE
0
0
w
a
0
w
EX. 8" WM
(ASSUMED ELEVATION)
EXISTING GROUND
BASELINE OF CONSTRUCTION
480
336+00
0
Z
N
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a +
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o a
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0
Z
w
x
(0
P7
o0
ro
Z(0
+ 0o +
ro
1'0
x
H
337+00
338+00
339+00
340+00
341 +00
PROFILE
342+00
HORIZ: 1 " = 40'
VERT: 1 " = 10'
343+00 344+00
345+00
346+00
540
530
520
510 z
500
490
480
347+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 336+00 THRU STA. 347+00
PROJECT NO. 28600-231695
FILE NAME: C033PLPR.DWG
SHEET NO.
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
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\D/
\E/
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11-21
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0
0_
w
U
N
0
0
N
0
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N
0
0
0_
w
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(O
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12:03:56 PM
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
1-00
i
Tax ID
08138011
Raymond Griffin III LLC
BK 4088 Pg 868
523
s22
348+00
PERMANENT 25' WIDE
UTILITY EASEMENT MP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
ICE
349+00
SILT FENCE OUTLET (TYP)
rJ
TCE
b\-J
\-520
521
Tax ID 09 072 001E
Scott and Valerie Smith
Bk 6500 Pg 785
•SF.
(CL
•
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
SILT FENCE (TYP)
Q 0
O
4
0
0
0
0
0
0
PID 09-099-008(90)
PATRICIA BRASWELL JOHNSON
& VANCE ONEAL
DB. 5037, PG. 227
0
.........................................
SF. TCE
i
1
1
N
1" = 40'
20
PLAN
0
1" = 40'
40
ACCESS
DRIVEWAY (TYP)
/z
FOR CONTINUATION
E SEE STA 352+50 - -
MATCH
i�-
36"x45' BEND
STA=353+02.85
N=474691.69
E=1551881.94
36"x11.25' BEND
STA=352+89.91
N=474700.42
E=1551873.84
36"x45' BEND
STA=352+95.25
N=474695.27
E=1551875.24
21
36"x45'
HORIZ/VERT BEND
STA=354+05.23
N=474721.47
E=1551979.90
BEGIN PIPE CASING
STA=354+ 17.66
N=474714.74
E=1551990.16
60' PIPE CASING —STEEL
36" CARRIER PIPE
END PIPE CASING
STA=354+91.01
N=474658.28
E=1552036.97
36"x22.50' BEND
STA=355+06.26
N=474646.54
E=1552046.71
CO
i
.T.
TCE
4o/, Ao
o o6o 4)0
,9
0
G G'
s,2/5)
o
TRENCHLESS CROSSING
EXIT PIT 20'x20'
36"x22.50° BEND
STA=354+14.75
N=474716.99
E=1551988.30
01/45)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
304\-
rAc PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
NEW SALEM ROAD (SR 1627)
PID 09-099-009
WANDA L. SHUFF
DB. 6329, PG. 334
- - —T
-
��FT----T--
OHE
B-303„ 357+00 AY Air 358
!*W1((FFFIFIFFIFFIIIIIAvawfflFzv,JilJ$
10E
TRENCHLESS CROSSING
ENTRY PIT 20'x40'
36"x90' HORIZ/VERT BEND
STA=355+18.15
N=474635.18
E=1552050.22
ICE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 09-072-002A
JOSEPH J. KING QPRT -
DB. 5462, PG. 447
fi
1" = 40'
a9 —
- OHE
Im
0
0
40
540
530
w 520
w
Li-
0
Q
- 510
w
500
EXISTING GROUND
BASELINE OF CONSTRUCTION
NEW SALEM ROAD
(SR 1627)
EXIST. 4" GAS LINE
TEST HOLE #4
TOP EL 520.45
a
0
w
a
0
w
60" PIPE CASING—STEE
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REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 347+00 THRU STA. 358+00
PROJECT NO. 28600-231695
FILE NAME: C034PLPR.DWG
SHEET NO.
C-34
\
356+00/
60% SUBMITTAL - NOT FOR CONSTRUCTION

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fir' 0
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PID 09-072-002A
JOSEPH J. KING QPRT
DB. 5462, PG. 447
1
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BASELINE OF CONSTRUCTION
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470
358+00
359+00
360+00
361+00
362+00
363+00
PROFILE
364+00
HORIZ: 1" = 40'
VERT: 1" = 10'
365+00
366+00
367+00
368+00
540
530
520
500
490
480
470
368+50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY• C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 358+00 THRU STA. 368+50
PROJECT NO. 28600-231695
FILE NAME: C035PLPR.DWG
SHEET NO.
C-35
60% SUBMITTAL - NOT FOR CONSTRUCTION

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NETH E. NEESE, III � �"`�
KEN DB 3466, PG.. 128
1" = 40'
520
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BASELINE
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372+00
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375+00
376+00
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377+00
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378+00
.
379+00
380+00
1 460
HORIZ: 1" = 40'
VERT: 1" = 10'
DESIGNED BY• —
YADKIN
FINISHED
WATER
UNION
UNION
REGIONAL
COUNTY,
TREATMENT
WATER
COUNTY
PUBLIC
NORTH
INFRASTRUCTURE
WATER
CAROLINA
PLANT
WORKS
SUPPLY
AND
STA.
WATER
368+50
PLAN
TRANSMISSION
AND
TH
RU
PROFILE
STA.
380+00
MAI
N
PROJECT NO. 28600-231695
FILE NAME: C036PLPR.DWG
CDM
Smith
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DRAWN BY. C. SCOTT
SHEET CHK'D BY. —
SHEET NO.
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CROSS CHK'D BY. B. WILLIAMS
2Q
APPROVED BY K. LOWE
4600 Park Road Suite 240 lgti
Charlotte, NC 28209 q `rn Yxt�
Tel: [phone] C°
,7
F-1255
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DATE SEPTEMBER 2019
60% SUBMITTAL - NOT FOR CONSTRUCTION

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SILT FENCE (TYP)
PID 09-072-003
KENNETH E. NEESE, III ET AL
DB. 3466, PG. 128
PLAN
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TCE-
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BASELINE OF CONSTRUCTION
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480 -I
380+00
381+00
382+00
383+00
384+00
385+00
PROFILE
386+00
HORIZ: 1" = 40'
VERT: 1" = 10'
387+00
388+00
389+00
390+00
500
490
480
391 +00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 380+00 THRU STA. 391+00
PROJECT NO. 28600-231695
FILE NAME: C037PLPR.DWG
SHEET NO.
C-37
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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DB. 3466, PG. 128
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CONSTRUCTION EASEMENT (TYP)
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534
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PID 09-072-004
ROBERT FRANKLIN HINSON &
MARTHA DEANNE HINSON
DB. 1200, PG. 535
PLAN
1" = 40'
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
332
SILT FENCE OUTLET (TYP)
c6a
531
PID 08-108-002
WILLIAM ELLISON TOMBERLIN
& ANN TOMBERLIN
DB. 926. PG. 690
i
1" = 40'
20
0
40
560
550
w 540
w
u_
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530
Lu
520
EXISTING GROUND 0
BASELINE OF CONSTRUCTION
T
4-
510
391+00
36" TRANSMISSION MAIN
392+00
393+00
394+00
395+00
396+00
PROFILE
HORIZ: 1" = 40'
VERT: 1" = 10'
397+00
398+00
399+00
400+00
401+00
560
550
m
540 '
0
z
11
530 El
520
510
402+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 391+00 THRU STA. 402+00
PROJECT NO. 28600-231695
FILE NAME: C038PLPR.DWG
SHEET NO.
C-38
7,
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
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\F/
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16" MJ TEE
36"x16" TEE
(ROTATED UP)
e
NM
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36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
SILT FENCE OUTLET (TYP)
i
1/
16" DI RJ PIPE
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/ (ROTATED DOWN)
16" MJ BFV
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
36"x22.50° BEND
EXISTING WATER MAIN TIE—IN PLAN
560
550
w 540
w
u_
z
0
530
w
520
1" = 10'
SEDIMENT
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36"x11.25° BEND
STA=406+62.60
N=476239.63
E=1556691.39
36" BFV
STA 406+67.27
N=476241.60
E=1556695.62
6,
16" MJ SLEEVE
STA=407+ 19.85
N=476273.53
E=1556738.78
OPEN CUT
ROAD CROSSING
/
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16"x90° BEND
(ROTATED DOWN)
STA=407+27.27
N=476273.85
E=1556746.81
PID 08-108-008
THE W & B ELLIS FAMILY LIMITED
PARTNERSHIP
DB. 6193, PG. 62
PC. K, FILE 348
AREA (TYP)-
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1
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jpor,„_
ttFT:;I'
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PLAN
1" = 40'
4-° SEE ENLARGED WATER MAIN
TIE—IN PLAN BELOW
16" MJ BFV
STA 407+27.26
N=476270.85 —�� � " " -- -
E= 476 748.19 — — — --__
��: —T — —T 0
PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
WETLAND
36"x22.50° BEND
STA=407+34.23
N=476269.76
E=1556756.37
36"x16" TEE
(ROTATED UP)
STA=407+27.27
N=476266.82
E=1556750.06
16" MJ TEE
STA= 407+ 19.77
N=476270.89
E=1556739.91
•TCE
:ICE •
PID 09-072-013
CATHERINE L. PARKER
DB. 1856, PG. 514
1" = 40'
20
0
40
OLD CAMDEN ROAD
(SR 1681)
0
0
w
EXIST. 16" WL
TEST HOLE #3
TOP EL 532.4 r
N I
MIN. CLR.
EXISTING GROUND
BASELINE OF CONSTRUCTION
510-
402+00
403+00
404+00
405+00
406+00
407+00
PROFILE
W
IJ
O
(0
O
N
N
X
(n N)
HORIZ: 1 " = 40'
VERT: 1 " = 10'
36" TRANSMISSION MAIN
560
550
III
540 '
0
z
11
530
520
408+00
409+00
410+00
41 1 +00
510
41 1 +50
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 402+00 THRU STA. 411+50
PROJECT NO. 28600-231695
FILE NAME: C039PLPR.DWG
SHEET NO.
N
60% SUBMITTAL — NOT FOR CONSTRUCTION

\A/
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ENTRY PIT 20'x40'
36"x90'
HORIZ/VERT BEND
STA=412+98.96
N=476671.83
E=1557043.45
END PIPE CASING
STA=412+86
N=476661.98
E=1557051.13
ACCESS DRIVEWAY (TYP)_ TCE
T -
60" CASING PIPE -STEEL
36" CARRIER PIPE
BEGIN PIPE CASING
STA=412+26
N=476614.64
— E=1557088.03
1
TRENCHLESS CROSSING
EXIT PIT 20'x20'
36"x11.25' BEND
STA=412+17.19
N=476607.34
E=1557093.73
36'x90' BEND
STA=412+12.34
N=476604.17
E=1557097.39
Nf
N v'
i
N
N
. C'
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 08-108-0 FAMILY LIMITED
THEW & PARTNERSHIP
62
P0. K,
DB. 61g3FILE 348
GE.
SILT FENCE (TYP)--= w--w==—--w
SILT FENCE OUTLET (TYP)
tn
0
VB/CAV
STA=418+02
N=477020.78
E=1557404.25
—W° --W
NEW SALEM ROAD (SR 1627)
.TCE•
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
et-
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PERMANENT 25' WIDE
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W—�—
0 0 0 0 000E9 00 0 0 0�0000 04;1
•
PLAN
1" = 40'
OH
7
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7
i1111\
1\
Tie
543
\•
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542
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ONE -
Vic/ \mow
1" = 40'
20
0
40
560
550
w 540
w
li
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0
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w
NEW SALEM ROAD
(SR 1627)
a
0
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z
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411+50
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0
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N
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TOP EL 531.1 a
60" CASING PIPE -STEEL
36" CARRIER PIPE
(0 413+00
+
N
N
0
z
w(0
CO 0)
0)
O N
a) N
X•
I ON
36" TRANSMISSION MAIN
EXISTING GROUND 19
BASELINE OF CONSTRUCTION
414+00
415+00
416+00
417+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 10'
418+00
419+00
420+00
421+00
422+00
423+00
560
550
540 '
0
z
11
530 r
520
510
424+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE.
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 411+50 THRU STA. 424+00
PROJECT NO. 28600-231695
FILE NAME: CO4OPLPR.DWG
SHEET NO.
C-40
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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w
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TCF
co
PID 08-108-008
THE W & B ELLIS FAMILY LIMITED
PARTNERSHIP
DB. 6193, PG. 62
PC. K, FILE 348
t
TCE.
SILT FENCE (TYP)
+00 425+00/ -. ,,,
„i% 426
em .gym+
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l
1
415
SILT FENCE OUTLET (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
TCE....Sf_
(
N
to
:TCE .
N
F.
I
PID 08078002
SPRATT (GSH) FAMILY LIMITED
PARTNERSHIP
DB. 1450, PG. 31
TCF
525
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
.TCE
-
SF
TCE................TCE.
. TCE
• . TC
TC
P/427+oof//IiJJ428+ooAffilrarfar 429+00AWMNA tiff 430+00 431 +00 432+00 433+00 434+00 ,Sr
NN
ACCESS DRIVEWAY
0
\\\
\,:%*•..
`fix
oyF
PLAN
— —W—__—W--
NEW SALEM ROAD (SR 1627)
PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
1" = 40'
PID 08078002
SPRATT (GSH) FAMILY LIMITED
PARTNERSHIP
DB. 1450, PG. 31
4
14
Cam,
\3•A'
Orn
CE`%1
n
N
0
o
‘-'-‘;Z
1" = 40'
20
0
40
560
550
540
w
w
zo 530
520
510
EXISTING GROUND
BASELINE OF CONSTRUCTION
500
424+00
425+00
426+00
427+00
428+00
36" TRANSMISSION MAIN
429+00
PROFILE
430+00
HORIZ: 1” = 40'
VERT: 1 " = 10'
431+00 432+00
433+00
434+00
560
550
540
m
530 2
m
520
510
500
435+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 424+00 THRU STA. 435+00
PROJECT NO. 28600-231695
FILE NAME: C041 PLPR.DWG
SHEET NO.
C-41
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
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(01) <\( 4\i
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PID 08078002
SPRATT (GSH) FAMILY LIMITED
PARTNERSHIP
DB. 1450, PG. 31
cc)
EMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
• • • • TCE..
••
Impact S74 (Unique ID S 12A):
Total Impact= 51.2 Lf
Temp. Impact= 51.2 Lf
Permanent Impact= 0 Lf
/ / ri,,r-ri -----7 /
/ ( ._.„/ ....--) _...,,c
ry, ,....„,.. _
-,,,..., ........,
- TRENCHLESS CROSSING
•$.1.89' ------
ir, _ c, -------
ENTRY PIT 20')(40'
4.31-9
) At+ CD
3p. (.0 3?.
r*.•
1
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STA= 443+09.91
N=477792.99
E=1559770.59
OW —OFF
3
437-1-
MAW 439+00 MO40+00
, A14 JJJJJ /7//41411+/06 442-IF00
438+00
- I -1101/10P7-1 PRY - N—MMI —14711-17a7107 AVM/ if WI
CNI
10
ORE
7 _
SILT FENCE (TYP)
.4)
Ls% PID 08078002
N Lc)
SPRATT (GSH) FAMILY LIMITED
PARTNERSHIP
DB. 1450, PG. 31
PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
NEW SALEM ROAD (SR 1627)
etHE—\ -
to
I
PID 08-078-001
JERRY A. BOSWELL
DB. 217, PG. 324
05LJ
//
o
4)- bo otk
r
0
PLAN
1" = 40'
j
18
L._
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, • -
STA= +03
N=47779 2
E=1559763.9
N 477721.78
E=1559791.86
SEDIMENT TUBE (TYP)
/ //v/,/ //I/
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/1 /2 // Yj‘
1
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// STA=443+24.27 (
N=477779.24
E=1559774.70
T
/s 7-7`7"/s, / /
4 +00 / '
4 67.NIP-ANZt
36"x90'
HORIZ/VERT BEND
STA=443+97.43 —
N=477709.14
E=1559795.64
• •T
• • •ItE •Y • •
TRENCHLESS CROSSING
EXIT PIT 20'x20'
ki)
al
to
pc.3% 0
0
10
10
CN1
1" = 40'
20
0
40
540
530
520
Lu 510
Lu
z
0
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500
Lu
490
480
470-1
435+00
436+00
437+00
438+00
................
- - - -
• • • • • • • • • • • ........
36" TRANSMISSION MAIN
439+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
440+00
PROFILE
441+00
HORIZ: 1'1 = 40'
VERT: 1" = 10'
442+00
NEW SALEM ROAD
(SR 1627)
60 CASING PIPE —STEEL
36" CARRIER PIPE
0
0
LJ
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4-
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443+0
0
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< °
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(1) CO
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re)
445+00
540
530
520
510 1
0
11
500 El
490
480
470
446+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
CD1111
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 435+00 THRU STA. 446+00
PROJECT NO. 28600-231695
FILE NAME: C042PLPR. DWG
SHEET NO.
C-42
60% SUBMITTAL - NOT FOR CONSTRUCTION

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47+DO 448+00 /449:00 Off
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I- --/' %
1 7/
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PID 08-081-001A
WILLIAM ELLISON TOMBERLIN
& ANN M. TOMBERLIN
TCE
ACCESS
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36"x22.50' BEND
STA=451 +90.12
N=477892.67
E=1560563.67
/
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BASELINE OF CONSTRUCTION
• SFC
PID 08-081-001
SUZANNE S, BAUCOM
DB. 426, PG. 171
F
,
456+00
SILT FENCE OUTLET (TYP)
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
522
521 0
(Dv 5\9
/ 518 - — — S1 576, —
517
,
i
1" = 40'
20
0
40
540
530
520
w
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500
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ROAD (1628)
EXISTING GROUND Cs�
BASELINE OF CONSTRUCTION
a_
0
w
a
0
w
490
446+00
36" TRANSMISSION MAIN
447+00
448+00
449+00
450+00
451+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1 " = 10'
452+00
453+00 454+00
455+00 456+00
540
530
m
520 m
0
Z
i
510 M
500
490
457+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 446+00 THRU STA. 457+00
PROJECT NO. 28600-231695
FILE NAME: C043PLPR.DWG
SHEET NO.
C-43
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
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\E/
\F
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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
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(1)1 N=478149.32
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1
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N
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36"x11.25' BEND
STA=458+38.96
N=478184.16
E=1561142.06
IS /cr �, p o Co (0,V,� s, s j510 4.) 0 h0
h`ti N� hry
36"x11.25' BEND
STA=459+ 15.79
N=478226.29
E=1561206.30
PID 08-081-001B
MEGAN S. BLACKMON,
PHILLIP VONCANNON &
SHARYN G. VONCANNON
DB. 6158, PG. 698
I
0
1
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PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
co
h h
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/
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TCE=
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0
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PLAN
1" = 40'
l
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STA=466+12
D— N=478492.61
J
E1 66184786'/
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Air/
\P
Impact S73 (Unique ID S 13A):
Total Impact= 62 If
Temp. Impact= 62 If
Permanent Impact= 0 If
F-_411
STREAM BANK
— R ESTO RATI O N
5° 7��\ \ 1 \ % \\
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1" = 40'
20
0
40
530 —
520
510
500
490
E 480
L-
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0
9 470
w
460
450
440
430-
420 —I
457+00
458+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
459+00
460+00
461+00
462+00
PROFILE
HORIZ: 1” = 40'
VERT: 1" = 10'
463+00
464+00
465+00
L-
L-
0
0
J
CO
10
N
+
CO
C0
MILL CREEK /
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480 rni-
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470
460
450
440
430
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468+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 457+00 THRU STA. 468+00
PROJECT NO. 28600-231695
FILE NAME: C044PLPR.DWG
SHEET NO.
C-44
60% SUBMITTAL - NOT FOR CONSTRUCTION

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ACCESS DRIVEWAY
PID 08-081-005
TOBY WILLIAN TOMBERLIN &
WILLIAM ELLISON TOMBERLIN
DB. 407, PG. 682
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REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 468+00 THRU STA. 480+00
PROJECT NO. 28600-231695
FILE NAME: C045PLPR.DWG
SHEET NO.
C-45
60% SUBMITTAL - NOT FOR CONSTRUCTION

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PID 08-081-005
TOBY WILLIAN TOMBERLIN &
WILLIAM ELLISON TOMBERLIN
DB. 407, PG. 682
TC
PLAN
s
TCE
•TCE •TCE
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
1" = 40'
TCE •
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36"x22.50' BEND
STA=488+61.55
N=479494.86
E=1563852.33
OPEN CUT
ROAD CROSSING
(/)nO
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36"x45' BEND
STA=489+95.86
N=479498.42
E=1563986.58
36" BFV
STA=489+91.1 1
N=479498.30
E=1563981.84
ACCESS
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1" = 40'
20
0
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560
550
540
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0
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481+00
482+00
483+00
484+00
485+00
PROFILE
486+00
HORIZ: 1" = 40'
487+00 488+00
489+00
490+00
560
550
540
520
510
500
491+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 480+00 THRU STA. 491+00
PROJECT NO. 28600-231695
FILE NAME: C046PLPR.DWG
SHEET NO.
60% SUBMITTAL - NOT FOR CONSTRUCTION

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492+00 493+00/ �`� 494+00/ ' ��' 495+00 �� ����" 496+00
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1
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STA=492+87_
N=479671.24
E=1564219.05
:TCE.
TCE ..TCE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 08-078-005C
MELZIE S. HARTSELL � 55p
DB. 4090, PG. 383
DB. 1877, PG. 648
547
TC�
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c
TCE
TCE•
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
PLAN
1" = 40'
0
/ /
7
( / 7
0
UI/,17/:/
WETLAND AREA (TYP)-�
Impact W33B (Unique ID W 10A - PFO):
Permanent Conversion Impact= 0.041 Acre
Forested: Yes
499+0(/,
Impact W33A (Unique ID W 10A - PFO):
Temporary Clearing Impact = 0.023 Acre
Forested: Yes
/
JCE (TYP'
4)9
N Nh
-SILT FENCE OUTLET (TYP)
PO 08-078-005A
DAVID L. MCINNIS 8.:
TRACEY B. MCINNIS
DB. 3500, PG. 385
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PID 08-051 —005
JOEL J. BARHAM, TRUSTEE &
SHERRI P. BARHAM, TRUSTEE
DB. 7182, PG. 689
0
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1z
0
0
0
_ I0
0
501 ' W
Av)
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MATCH LINE
1" = 40'
20
0
40
560
550
540
w
w
0 530
520
510
EXISTING GROUND
BASELINE OF CONSTRUCTION
500
491+00
36" TRANSMISSION MAIN
492+00
493+00
494+00
495+00
496+00
PROFILE
HORIZ: 1 " = 40'
VERT: 1" = 10'
497+00
498+00
499+00
500+00
560
550
540
m
r
530
m
520
510
500
501+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 491+00 THRU STA. 501+00
PROJECT NO. 28600-231695
FILE NAME: C047PLPR.DWG
SHEET NO.
C-47
N
60% SUBMITTAL - NOT FOR CONSTRUCTION

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501-00'`
W �
1
1
4,bi 4(9 „413 (04:1/ (D'IP
WETLAND AREA (TYP)
l )// /
l //\
502+00'
//�
2" ARV
STA=502+47
N=480200.63
E=1565019.61
PID 08-051-005
JOEL J. BARHAM, TRUSTEE &
SHERRI P. BARHAM, TRUSTEE
DB. 7182, PG. 689
0
0
l
//
504 %
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L_
PID 08-051-005A
BOYCE HARRINGTON, TRUSTEE
LORI NADNBCE6379 RINGTO22, TRUSTEE
1
Cr_
PERMANENT 25' WIDE
UTILITY EASEMENT (TYP)
`t
00 nl N
Ito ‘-‘1,
1)
Impact S72 (Unique ID S 14A):
Total Impact= 41 Lf
Temp. Impact= 41 Lf
Permanent Impact= 0 Lf
0
to
IHE-
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(
1 1—
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0
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505+00
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PID 08-051-005
JOEL J. BARHAM, TRUSTEE &
SHERRI P. BARHAM, TRUSTEE
DB. 7182, PG. 689
4g) ev-IE 18:30°o
T-- TT==^-Tf L Tf
\
506+00/A
507+00
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
il
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1" = 40'
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to to
cr
Jo-
VB/CAV
STA=507+8
N=480521.
E=1565442
TEMPORARY 15' WIDE
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to
rn
to
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PID 08-051-005
JOEL J. BARHAM, TRUSTEE &
SHERRI P. BARHAM, TRUSTEE
DB. 7182, PG. 689
509+00
510+00 /
SILT FENCE
OUTLET (TYP)
s
529
30 5—
1
S33
AvA*,;- AitZ
ICE
SILT FENCE (TYP)
53!
536
535
534
533
532
531
53®
MATCH LINE SEE SHEET C-49 FOR CONTINUATION
1" = 40'
20
0
40
560
550
540
L—
zo 530
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520
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EXISTING GROUND GO
BASELINE OF CONSTRUCTION
36" TRANSMISSION MAIN
IN
to
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500 1
501 +00
502+00
503+00
504+00
505+00 506+00
PROFILE
507+00
HORIZ: 1" = 40'
VERT: 1 " = 10'
508+00 509+00
510+00
51 1 +00
560
550
540
m
530 2
TE'rm
520
510
1 500
512+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTT
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
B. WILLIAMS
K. LOWE
DATE- SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 501+00 THRU STA. 512+00
PROJECT NO. 28600-231695
FILE NAME: C048PLPR.DWG
SHEET NO.
C-48
\
60% SUBMITTAL - NOT FOR CONSTRUCTION

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530
I 529
1 S28
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UTILITY EASEMENT (TYP)
0
PID 08-051-005
JOEL J. BARHAM, TRUSTEE &
SHERRI P. BARHAM, TRUSTEE
DB. 7182, PG. 689
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
r.2
SEDIMENT TUBE (TYP)
•
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OUTLET
(TYP-
NEW SALEM ROAD (SR 1627) — --
F -- o� _ fi± / — —1• _ _ / — , — — — 1 = _ -�� _ T _ - T T — T— =-T _
:2
H-00 Z_ �, cam-
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ate. .Y�- T_�4
w Aie
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F.
F
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POTABLE WATER WELL TO REMAIN
IN-SERVICE AND SHALL BE PROTECTED
DURING CONSTRUCTION ACTIVITIES
PID 08-051-062
KEITH MAUNDIE
DB. 3473, PG. 710
LOT 20 — SALEM POINTE
PC. D, FILE 894
5
0
0 0
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PID 08-051-061
MIKE W. HINSON &
JUDY L. HINSON
DB. 821, PG. 570
LOT 19 — SALEM POINTE
PC. D, FILE 894
0
E'
TCE
TEMPORARY 15' WIDE
CONSTRUCTION EASEMENT (TYP)
0 PID 08-051-060
KAY B. BAUCOM
pB. 785, PG. 470
\ PC. D, FILE 894
PLAN
1" = 40'
0
0
0/
0
0,
0
0
0�
TCE
TCE
SILT FENCE (TYP)
—T
PID 08-051-059
JOHN V. BAUCOM &
PAULA H. BAUCOM
DB. 831, PG. 082
LOT 17 — SALEM POINTE
PC. D, FILE 894
OPEN CUT ROAD
CROSSING
CP
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to
1
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Na'N.—Th O0- ' V, \\`
ACCESS DRIVEWAY (TYP)
crl
rn
N
1 \ \\''\� \
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STA=521 +58.95 o� \\ \ \\ n
N=481355.00 \
E=1566538.62 \\\
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PID 08-051-043
BRANDON S. BUNCE
& MORGAN A. HUNTLEY
DB. 5753, PG. 149
LOT 1 — SALEM POINTE
PC. D, FILE 894
1" = 40'
20
0
40
550 -
540
530
520
500
490-
480 -
470-1
512+00
36" TRANSMISSION MAIN
513+00
514+00
515+00
516+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
r
517+00
PROFILE
518+00
HORIZ: 111 = 40'
VERT: 1 " = 10'
SALEM POINT
DRIVE (SR 2705)
o_
0
W
o_
0
W
0
z
W
519+00
520+00
521 +00
522+00
- 550
540
530
520
500
490
480
1-470
523+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
C. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE-
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 512+00 THRU STA. 523+00
PROJECT NO. 28600-231695
FILE NAME: C049PLPR.DWG
SHEET NO.
C-49
60% SUBMITTAL - NOT FOR CONSTRUCTION

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AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
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Impact S71 (Unique ID S 15A):
Total Impact= 54 Lf
Temp. Impact= 54 Lf
Permanent Impact= 0 Lf
36"x11.25' BEND
STA=524+14.23 _
N=481562.90
E=1566686.77
STREAM (TYP)
\B/
SEDIMENT TUBE (TYP)
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\Df
\F
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PERMANENT 30' WIDE
UTILITY EASEMENT (TYP)
J NEW SALEM ROAD SR 1627 _ _
rrn
.7;:.=_aic --74- .7_ --• - - -_,"7: _ _ . - z • _ _ - -
+00/ i 525+00 m OBI / �,� - _ —
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TEMPORARY 15'
CONSTRUCTION EASEMENT
Impact S70 (Unique ID S 16A):
Total Impact= 44 Lf
Temp. Impact= 44 Lf
Permanent Impact= 0 Lf
PID 08-051-043 \\
BRANDON S. BUNCE
& MORGAN A. HUNTLEY
DB. 5753, PG. 149 0
LOT 1 — SALEM POINTE
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
1 .612 1\ I
PID 08-051-003
PEGGY H. BLACKWELDER
& WALTER THOMAS BLACKWELDER
DB. 1208, PG. 692
DESIGNED BY• —
DRAWN BY• �• ��""
SHEET CHK'D BY• —
CROSS CHK'D BY• B. WILLIAMS
APPROVED BY• K. LOWE
DATE SEPTEMBER 2019
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
VB/CAV
STA=528+32
N=481847.13
E=1566992.20
TEMPORARY 10' WIDE
CONSTRUCTION EASEMENT (TYP)
PID 08-051-006C
GARY L. BEARD, TRUSTEE
DB. 6068, PG. 293
EXISTING GROUND
BASELINE OF CONSTRUCTION
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
\G/
Impact S69 (Unique ID S 17A):
Total Impact= 48 Lf
Temp. Impact= 48 Lf
Permanent Impact= 0 Lf
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 523+00 THRU STA. 534+00
\H/
PROJECT NO. 28600-231695
FILE NAME: CO5OPLPR.DWG
60% SUBMITTAL - NOT FOR CONSTRUCTION
N

\A/
\B/
\ci
\D/
\E/
\G/
\H/
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
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Impact S68 (Unique ID S 18A):
Total Impact= 41 Lf
Temp. Impact= 41 Lf
Permanent Impact= 0 Lf
536+00
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WETLAND AREA (TYP) 00
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PERMANENT 30' WIDE
/ 0 UTILITY EASEMENT (TYP)
UN 0
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NEW SALEM ROAD; (SR 1627)
0
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538+00 539+OOs — • F` B 44+. a 1' d II 541+00 h7/ / ; / 11, 542+00„7/M„ /� 543+00 ,,,MI,,,7.
BLOW OFF
STA=535+62
N=482249.24
E=1567592.98
III
et -
STREAM (TYP) rn O
NcNI 00 ro �c3rn , I
SILT FENCE (TYP)
SILT FENCE OUTLET (TYP)
r• co0rn0 0 co o
PID 08-051-007F
TERRY L. STEVENS &
DEBBIE K. STEVENS
pB. 6676, PG. 392
037.
0
Lo
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0
cr
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0
10
so
0
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36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
0
m
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PLAN
1" = 40'
,S
0
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TEMPORARY 10' WIDE
CONSTRUCTION EASEMENT (TYP) a I I
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PID 08-051-007B
FRANCES C. WILLIAMS
DB. 237, PG. 723
Q
N
1" = 40'
20
0
40
530
520
510
EXISTING GROUND
BASELINE OF CONSTRUCTION
Li 500
W
LL
O
a
490
480
470
460 -I
534+00
535+00
i
36" TRANSMISSION MAIN
536+00
537+00
538+00
539+00
PROFILE
540+00
HORIZ: 111 = 40'
VERT: 1 " = 10'
541+00 542+00
543+00
530
520
510
500
771
z
490 M
480
470
460
544+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 534+00 THRU STA. 544+00
PROJECT NO. 28600-231695
FILE NAME: C051 PLPR.DWG
SHEET NO.
C-51
60% SUBMITTAL - NOT FOR CONSTRUCTION

\A/
\B/
\c/
\D/
\E/
\F/
\G/
\H/
AND DESIGNS PROVIDED BY PROFESSIONAL SERVICE, INCORPORATED HEREIN, ARE THE PROPERTY
0
Q I
Z IT FENCE
Z
0
0
0I
I.1
(4191
20
5 5196
\1
OUTLET (TYP)
PID 08-051-010C
DENNA ANN SIMPSON
DB. 309, PG. 837
SILT FENCE (TYP)
to
CP
PERMANENT 30' WIDE
UTILITY EASEMENT (TYP)
(01' 4'
\'1 03‘Al
C 1
NEW SALEM ROAD
•
711Ili li 7547+00 4 ///% F +/ f 548+004L
lilt /ill 11 IN Will alIM
E=
i
• TCE-
TEMPORARY 10' WIDE
CONSTRUCTION EASEMENT (TYP)
i
PID 08-051-010B
TROY SIMPSON
& SHEILA SIMPSON
DB. 5315, PG. 800
ICE"
CE
36" TRANSMISSION MAIN/
BASELINE OF CONSTRUCTION
1
(SR 1627)
549+00
PID 08-051-010E
TROY SIMPSON &
SHEILA SIMPSON
DB. 7199, PG. 185
PLAN
1" = 40'
P sTAL E
VB/CAV
STA=550+20_
N=482538.40
E=1569021.32
I
I
\I I
YADKIN REGIONAL
WATER TREATMENT PLANT
531
530 —
36"x90° BEND
STA=550+31.78
N=482540.59
E=1569032.85
550+34
n14
5 LF OF 36" PE
W/36" MJ CAP
rn
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529 /
52.6
521
(
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52 hag V.
hry
h(NI
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EN 0
PID 08-051-010A
ANNIE D. REID
DEED REF: W17E-0922
N /F
rn
1" = 40'
20
0
40
540 —
530
520
1::::
490
480
470
544+00
545+00
546+00
EXISTING GROUND
BASELINE OF CONSTRUCTION
547+00
548+00
PROFILE
549+00
HORIZ: 1” = 40'
VERT: 1" = 10'
550+00
540
F
5 LF OF 36" PE
W/36" MJ CAP
530
520
510
0
Z
i
500 M
490
480
470
551+00
REV.
NO.
DATE
DRWN
CHKD
REMARKS
DESIGNED BY.
DRAWN BY.
c. SCOTr
SHEET CHK'D BY.
CROSS CHK'D BY.
APPROVED BY.
DATE•
B. WILLIAMS
K. LOWE
SEPTEMBER 2019
Smith
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
F-1255
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 545+00 THRU STA. 551+00
PROJECT NO. 28600-231695
FILE NAME: C052PLPR.DWG
SHEET NO.
C-52
\
60% SUBMITTAL - NOT FOR CONSTRUCTION