20200859 Ver 1_Impact&Typical_Drawings_20200629

Raw Water Transmission
Pipeline Impact Drawings and
Typical Drawings

UGCU
G
C
UGCUGCUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGC
UGC UGCWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWEXXX
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X
X X
X
X
XXXXXXXXXX XXXXXXSS FMOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESS FMSS FMSS FMSSSS
SS
SS
SS
SS
SS SSSSSSSSSSSSSSSSSSXX
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00 8+00
9+00
1
0
+
0
0
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
SF SF SF
MATCH LINE STA 10+00STA 7+67
22.5° BEND
STA 9+89
22.5° BEND
EX SSMH
RIM: 304.65
INV IN: 300.63
INV IN: 300.63
INV IN: 300.63
INV OUT: 299.80
EX
8
"

S
S
EX SSMH
RIM: 303.81
INV IN: 297.63
INV OUT: 297.57
EX 8" SS
EX SSMH
RIM: 296.07
INV IN: 291.11
INV OUT: 291.06
EX 15" SDEX 8" SS
EX SSMH
RIM: 300.23
INV IN: 289.25
INV IN: 289.25
INV OUT: 289.03
EX 8" SSEX 8" SS
EX SSMH
RIM: 300.51
INV IN: 293.10
INV OUT: 293.07
EX 8" SS
EX SSMH
RIM: 306.18
INV OUT: 297.58
INV OUT: 301.33
EX 2
"
S
S
310
305 300295
300 295295295
300300 305305300305 300295290
285
29
5
2
9
0
285
300
310 305300295295300
STA 1+03
11.25° VERT BEND
STA 0+81
11.25° VERT BEND
STA 8+18
45° VERT BEND
STA 8+23
45° VERT BEND
XX
X XXXXX280
290
300
310
320
280
290
300
310
320
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+0045° VERT BENDSTA 8+2322.5° BENDSTA 9+8922.5° BENDSTA 7+6745° VERT BENDSTA 8+1811.25° VERT BENDSTA 1+0311.25° VERT BENDSTA 0+81PLOT DATE: 5/4/2020 11:12 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C01 Saved by MKARMANOCKY Save date: 4/20/2020 11:24 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C1
PLAN AND PROFILE
STA 0+00 TO STA 10+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
WM
GRAV DRIVE40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
ALLENTON ST
R/W VARIES (ASPHA
L
T
)BAY SHORE DR60' R/W (ASPHALT)FOREMAN DR(ASPHALT)EXIST GRADE
WELL
OBERN RAINEY RODMAN
PID 657403118705
DB 225 PG 339
310 BAY SHORE DRJAMES ALVIN SNEED
C/O JERRY SNEED
PID 657403118870
DB 285 PG 692
PB 5 PG 177
677 ALLENTON ST
FRANK D FOREMAN AND
ELAINE D FOREMAN
PID 657403112662
DB 332 PG 485
FOREMAN DR
KAREN H PARSONS
PID 657403112138
DB 1654 PG 1524
PB 24 PG 237
LOT 1
388 FOREMAN DR
1
2
3
10FT Ø SAFETY FENCE
AROUND POLES, TYP
SEE DETAIL C-31-0407/D3
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
SUSAN R SAUNDERS AND
JOHN W SAUNDERS
PID 657403111221
DB 1608 PG 590
PB 18 PG 135
LOT 1
595 ALLENTON ST
4
B-210
B-211
B-209
B-208
PROPOSED 50'
PERMANENT EASEMENT
10'40'EXIST 30' UTILITY
EASEMENT
PROPOSED 30'
PERMANENT EASEMENT
PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT 60' R/W45' R/WPP
PP
PP
PP
PP
PPGRAV DRIVECONC DRI
V
E ASPH DRIVEEIP
EIP RW
MON
EIP EIP
EIP
EIP
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
PROPOSED TEMPORARY
CONSTRUCTION
EASEMENT (VARIES)
42" RAW WATER LINE
42" RAW WATER LINE4' (MIN)FH
MB(S)
FH
WMWM
WM
WM
WM
WM
WM
EXIST WATER
SERVICE EXIST WATER
SERVICE
±4.5'±6.5'BAY SHORE DR60' R/W (ASPHALT)FOREMAN DR(ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
3' (MIN)1:11:11:11:1R/WR/W42" RAW WATER LINE
FROM RAW WATER
PUMP STATION
EXIST SS FM
U
G
C
UGCUGCWWW
WWWWWW
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESDSDSD10+0011+0012+0013+001
4
+
0
0
15+
0
0
16+
0
0
17+
0
0
18+
0
0
19+
0
0
20
+
0
0
SFSFSFSFSFSFSFSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SS
F
SS
F
SS
F
SS
F
SS
FSFSFSFSFM
A
T
C
H

L
I
N
E

S
T
A

1
0
+
0
0
MATCH LINE STA 20+00EX SD STRU
TOP: 294.97
INV IN: 291.88
INV OUT: 291.66
EX 15" SDEX SD STRU
TOP: 296.28
INV IN: 293.35
INV OUT: 293.35
EX 12" SDEX 24" SDE
X

2
4
"

S
D
EX SD STRU
TOP: 291.42
INV IN: 287.43
STA 13+28
90° BEND
STA 14+19
11.25° BEND
3
0
0
2
9
5 29530
0305 310305
300
295295
290295300290
285290290
295
29
5300305 310
305
300300305310315310
305300
300295
STA 10+05
AR
STA 13+90
AR
STA 10+60
11.25° VERT BEND STA 10+98
11.25° VERT BEND
STA 12+77
11.25° VERT BEND
STA 13+42
11.25° VERT BEND
280
290
300
310
320
280
290
300
310
320
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+0011.25° BENDSTA 14+1990° BENDSTA 13+2811.25° VERT BENDSTA 10+6011.25° VERT BENDSTA 10+9811.25° VERT BENDSTA 12+7711.25° VERT BENDSTA 13+42ARSTA 10+05ARSTA 13+90PLOT DATE: 5/4/2020 11:14 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C02 Saved by MKARMANOCKY Save date: 4/22/2020 10:20 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C2
PLAN AND PROFILE
STA 10+00 TO STA 20+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20ALLENTON ST60' R/W (ASPHALT)ALB
E
R
T
A

D
R
60'
R
/
W

(
A
S
P
H
A
L
T
)
R/
W
FOR
E
M
A
N

D
R
25'
R
/
W

(
A
S
P
H
A
L
T
)
FRANK DOUGLAS FORMAN
AND ELAI FORMAN
PID 656404902885
DB 297 PG 834
533 ALLENTON ST
STUART L LEWIS AND
ELIZABETH F LEWIS
PID 657403110117
DB 1276 PG 931
399 ALBERTA DR
JOSEPH GLENN PLOTT
PID 657403110086
DB 1617 PG 369
PG 18 PG 135
LOT 1
ALLENTON ST
SUSAN R SAUNDERS AND JOHN W SAUNDERS
PID 657403111221
DB 1608 PG 590
PB 18 PG 135
LOT 1
595 ALLENTON ST
4
5
6
7
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)40'20'PROPOSED 60'
PERMANENT EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
PP
PP
PP
PP
PP
PP
PP
WM
WM
WM
WM WM
WM
WM WM
WM
WM
WM
WM
42" RAW WATER LINE
42" RAW WATER LINE
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-205
B-206
B-207
ALBERTA DR 60' R/W (ASPHALT)6
0
'

R
/
W
60' R/WR/
WR/WR/WR/WR/WEIP
EIP
EIP
EIP
EIP
EIP
PROPOSED PERMANENT
EASEMENT VARIES
V
A
R
I
E
S
4
0
'4' (MIN)EXIST
WATER
EXIST FM
EXIST UGC (4)±10.5'EXIST GRADE
MB
MB
MB
MB
GRAVEL CONSTRUCTION
ENTRANCE, TYP SEE
DETAIL NCDOT 1607.01/D4
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
4
D2
4
D2
EXIST 24" SD 1:11:13' (MIN)R/WR/WYARD INLET PROTECTION, TYP
SEE DETAIL C-31-0410/D3
UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC UGC
W
W
W W W W W W W W W W W W W
WWWWWWWWWWWWWX
X X XXX X X XXXXXXXUGEUGCUGCUGCUGCW
OHEOHEOHEOHEOHEOHEOHEOHE20+00
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00
SSF SSF SSF SSF
SSF SSF SSF SSF SSF SSF SSF SF SF SF SF SF SF SF SF SF SF SF SF SF SSF SSF SSF SSF SSFMATCH LINE STA 20+00MATCH LINE STA 30+00295
295300305
310
290
300
300
285295
295
300
290
305
310
315
285290320
315
310
305
STA 22+93
BLOW OFF VALVESTA 20+30
AR
STA 25+80
AR
275
280
290
300
310
275
280
290
300
310
20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00BLOW OFF VALVESTA 22+93ARSTA 20+30ARSTA 25+80PLOT DATE: 5/4/2020 11:16 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C03 Saved by MKARMANOCKY Save date: 4/20/2020 1:50 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C3
PLAN AND PROFILE
STA 20+00 TO STA 30+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
ALBERTA DR
R/W VARIES (ASPHALT)R/W VARIES(45'-55')PROPOSED 60'
PERMANENT EASEMENT
40'20'FRANK DOUGLAS FORMAN AND ELAI FORMAN
PID 656404902885
DB 297 PG 834
533 ALLENTON ST
7
EXIST 30' UTILITY
EASEMENT
R/W
R/WR/W
R/W
B-204
EIP
PP
EIP
PP
EIP
EIP
MON
PP
EIPFH
WV WV
JEREMY SMITH AND
ELIZABETH SMITH
PID 657403022453
DB 1655 PG 620
336 ALBERTA DR
8
EXIST GRADE
1
D2
42" RAW WATER LINE4' (MIN)WM WMPP WM WM
WM
WM WM
PP WM
WM
WM
MB MB MB MB
MB
WM EIP
WM
EXIST UGC
EXIST UGE
EXIST WATER
SERVICE
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3 CONC DRIVEFIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
4
D2
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
4
D2
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
WWWWXXXXXOHEOHE30+0031+0032+0033+00
34+00
35+00
36+00
37+00
38+00
39+00
40+00SSFSSF
SSFSSFSSFSSFSSFSSFSFSF
MATC
H
LI
N
E
S
T
A
3
0
+
0
0
MATCH LINE STA 40+00STA 32+20
45° AND 22.5° COMBO BEND29530030531
0
31
5
3
2
0
3
2
5 330335300 3103
1
5 32032533033534034535035
5 355350345340335330325320315310305STA 32+15
11.25° VERT BEND
STA 36+00
ARV
290
300
310
320
330
290
300
310
320
330
30+00 31+00 32+00 33+00 34+00
320
330
340
350
360
320
330
340
350
360
34+00 35+00 36+00 37+00 38+00
290
300
310
320
330
290
300
310
320
330
38+00 39+00 40+0045° AND 22.5° COMBO BENDSTA 32+2011.25° VERT BENDSTA 32+15ARVSTA 36+00PLOT DATE: 5/4/2020 11:18 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C04 Saved by MKARMANOCKY Save date: 4/22/2020 10:28 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C4
PLAN AND PROFILE
STA 30+00 TO STA 40+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
FRANK DOUGLAS FORMAN AND ELAI FORMAN
PID 656404902885
DB 297 PG 834
533 ALLENTON ST
7
ALBERTA DR45'
R
/W

(ASPHALT
)
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
40'20'
PROPOSED 60'
PERMANENT EASEMENT
40'
20'
B-203
80'
45' R/
WR/W
EIP
MON
MON
BOV
LPR/W
EIP
EIP
EIP
LAKE
H
E
A
D
R
D
40' R/
W (
A
S
P
H
A
L
T)
R/W
FH
EIP
PP
EXIST GRADE
42" RAW WATER LINE4' (MIN)4' (MIN)EXIST GRADE
42" RAW WATER LINE 4' (MIN)42" RAW WATER LINE
EXIST GRADE
EIP
2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
3' (MIN)NOTES:
1.CONTRACTOR SHALL PILE MULCH FROM TREE
CLEARING ALONG EDGE OF LIMITS OF
DISTURBANCE WHERE THERE IS NO SILT FENCE
ON SLOPES, (TYP).
ROLLED EROSION CONTROL
MATTING (RECM)
SEE DETAIL C-31-0470/D3
OHEOHEOHEOHE40+00
41+00
42+00
43+00
44+00
45
+
0
0
46+00
47+00
48+00
49+00
50+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE

STA 40+00MATCH LINE STA 50+00STA 44+39
BLOW OFF VALVE
STA 44+23
45° BEND
STA 45+29
11.25° BEND
STA 44+56
11.25° VERT BEND
310305300295290285280280285290
295300305315320325330335330325STA 43+12
11.25° VERT BEND
STA 42+84
11.25° VERT BEND
STA 49+00
ARV
STA 43+79
ANTI-SEEP COLLAR
STA 44+09
ANTI-SEEP COLLAR
265
270
280
290
300
265
270
280
290
300
40+00 41+00 42+00 43+00 44+00 45+00 46+00
295
300
310
320
330
295
300
310
320
330
46+00 47+00 47+50
310
320
330
340
350
310
320
330
340
350
47+50 48+00 49+00 50+0011.25° VERT BENDSTA 43+1245° BENDSTA 44+2311.25° BENDSTA 45+2911.25° VERT BENDSTA 44+56BLOW OFF VALVESTA 44+3911.25° VERT BENDSTA 42+84ARVSTA 49+00ANTI-SEEP COLLARSTA 44+09ANTI-SEEP COLLARSTA 43+79PLOT DATE: 5/4/2020 11:20 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C05 Saved by MKARMANOCKY Save date: 4/22/2020 10:22 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C5
PLAN AND PROFILE
STA 40+00 TO STA 50+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
EXIST GRADE
LAKE HEAD RD
40' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT
40'20'42" RAW WATER LINE
R/WR/W
1
D2
FRANK DOUGLAS FORMAN AND ELAI FORMAN
PID 656404902885
DB 297 PG 834
533 ALLENTON ST
HENRY W CULP III
PID 656404822157
DB 664 PG 600
VINCENT ST
EIP
EIP
EIP
EIP
EIP
EIP
PP
LP
CARPORT
SHED
7
9
R/WR/W
PP
STORAGE
BUILDING
42" RAW WATER LINE
42" RAW WATER LINE
EIP
4' (MIN)4' (MIN)EIP
B-202
LAKESIDE
DR
IVE35'
UN
IMPROVED
R
/WLAKESIDE DRIVE20' UNIMPROVED R/WLAKES
I
D
E

D
R
I
V
E
25' UNI
M
P
R
O
V
E
D

R
/
W
EIP
EIP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-1
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
FERC PROJECT
BOUNDARY
42" RAW WATER LINE 4' (MIN)EXIST GRADE
2
D2
3' (MIN)ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00
58
+
0
0
59
+
0
0
60+00
SF SF SF SF SF SF SF SSF SSF SSF SSF SSF SSF
SS
F
SS
F
SS
F
SS
F
SS
F
SS
F
SSF
SSFMATCH LINE STA 50+00MATCH LINE STA 60+00STA 51+08
11.25° VERT BEND
STA 58+49
11.25° VERT BEND330325320315310305310315320325330335340
340 3353303253253303353403
4
5
3
5
0
3
5
5
36
0 365STA 51+33
11.25° VERT BEND
STA 57+69
11.25° VERT BEND
STA 51+30
BLOW OFF VALVE
STA 55+70
AR
STA 59+16
45° BEND
STA 57+18
22.5° BEND
290
300
310
320
330
290
300
310
320
330
50+00 51+00 52+00
310
320
330
340
350
310
320
330
340
350
52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00
320
330
340
350
360
320
330
340
350
360
59+00 60+0011.25° VERT BENDSTA 57+6911.25° VERT BENDSTA 51+0811.25° VERT BENDSTA 58+49BLOW OFF VALVESTA 51+3011.25° VERT BENDSTA 51+33ARSTA 55+7045° BENDSTA 59+1622.5° BENDSTA 57+18PLOT DATE: 5/4/2020 11:22 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C06 Saved by MKARMANOCKY Save date: 4/20/2020 2:10 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C6
PLAN AND PROFILE
STA 50+00 TO STA 60+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
HENRY W CULP III
PID 656404822157
DB 664 PG 600
VINCENT ST
EIP
9
EXIST GRADE
EXIST GRADE
EXIST GRADE
42" RAW WATER LINE4' (MIN)42" RAW WATER LINE
42" RAW WATER LINE4' (MIN)4' (MIN)40'PROPOSED 60'
PERMANENT EASEMENT
20'DAVID C. HENDERSON
PID 656404732414
DB 1540 PG 921
1160 CEDAR CREEK DR
11
B-201
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
4
D2
1
D2
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
340
350
360
370
380
340
350
360
370
380
60+00 61+00 61+50
330
340
350
360
370
330
340
350
360
370
61+50 62+00 63+00 64+00 65+00 66+00 67+00 68+00
350
360
370
380
390
350
360
370
380
390
68+00 69+00 70+0011.25° VERT BENDSTA 62+7390° BENDSTA 66+4845° BENDSTA 62+1411.25° VERT BENDSTA 60+7811.25° VERT BENDSTA 61+41ARVSTA 61+00BLOW OFF VALVESTA 63+11VERT BENDSTA 63+88VERT BENDSTA 67+4311.25° BENDSTA 66+3760+
0
0
61+
0
0
62+
0
0
63+
0
0
64+
0
0
65+
0
0
66+
0
0
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSFMATCH L
INE

STA
60+00
STA 62+14
45° BEND
STA 66+48
90° BEND
STA 60+78
11.25° VERT BEND
STA 61+41
11.25° VERT BEND
355
360
3
6
5
370 370365360355350345345350350355360365STA 61+00
ARV
STA 62+73
11.25° VERT BEND
STA 63+11
BLOW OFF VALVE
STA 66+37
11.25° BEND
STA 63+88
VERT BEND
WWWWWWOHEOHEOHEOHEOHEOHE65+0066+0067+00 68+00 69+00 70+00
SF SF SF SF SF SF SF SF SF
SFSF SFSSFSSFSSFSSFSSFSSFSFSFSFSFSFSFSFSFSF
SFMATCH LINE STA 70+00STA 66+48
90° BEND
350
355360
365
370
375 380STA 66+37
11.25° BEND
STA 67+43
VERT BEND
PLOT DATE: 5/4/2020 11:25 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C07 Saved by MKARMANOCKY Save date: 4/20/2020 2:14 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C7
PLAN AND PROFILE
STA 60+00 TO STA 70+00
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
EXIST GRADE
42" RAW WATER LINE
42" RAW WATER LINE4' (MIN)4' (MIN)1
D2
R/W
B-201
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
PLAN
1" = 40'
PLAN
1" = 40'
DAVID C. HENDERSON
PID 656404732414
DB 1540 PG 921
1160 CEDAR CREEK DR
11
DAVID C. HENDERSON
PID 656404732414
DB 1540 PG 921
1160 CEDAR CREEK DR
11
BERRYHILL DRIVE (SR-1755)
60' R/W (ASPHALT)
2
D2 20'40'PROPOSED 60'
PERMANENT EASEMENT
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
42" RAW WATER LINE
42" RAW WATER LINE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
EXIST 30'
UTILITY
EASEMENT 40'20'PROPOSED 60'
PERMANENT EASEMENT
60' R/W42" RAW WATER LINE
EXIST GRADE
R/WR/W
R/W
EIP
PP PP
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
UGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE70+00
71+00
72+00
73+00
74+00
75+00
76+00
77+00
78+00
79
+
0
0
80
+
0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S
F
S
F
S
F
S
F
S
F
S
FMATCH LINE STA 70+00MATCH LINE STA 80+00STA 78+46
45° BEND
390395
39
5
395
395390 395390385380
410
4054003953
9
5
390
385
380
375
370
STA 75+40
AR
360
370
380
390
400
360
370
380
390
400
70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+0045° BENDSTA 78+46ARSTA 75+40PLOT DATE: 5/4/2020 11:27 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C08 Saved by MKARMANOCKY Save date: 4/20/2020 2:18 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C8
PLAN AND PROFILE
STA 70+00 TO STA 80+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
DAVID C. HENDERSON
PID 656404732414
DB 1540 PG 921
1160 CEDAR CREEK DR
11
R/W
R/WR/WR/WBRANTLEY T. FORREST & ELIZABETH C. FORREST
PID 656404539051
DB 1633 PG 776
118 LEHUE-PARKER RD
R/W
PP
PP
PP
PP
MON
FH
EIP
12
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
R/W 40'PROPOSED 60'
PERMANENT EASEMENT
20'40'PROPOSED 60'
PERMANENT EASEMENT
20'60' R/W42" RAW WATER LINE
BERRY HILL DR (SR

#
1
7
5
5
)
60' R/W (ASPHALT)VINCENT ST (SR #1796)60' R/W (ASPHALT)EXIST GRADE
42" RAW WATER LINE4' (MIN)60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-199
B-198
B-197
±9'VINCENT ST (SR #1796)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
1:11:14
D2
R/WR/W
WWWWWWOHEOHEOHEOHEOHEOHEOHE80+00 81+00 82+00 83+00 84+00 85+00
SF SF SF SF
MATCH LINE STA 80+00375370365360355345380355
360
365
370
350
345
350
360
370
380
345
350
360
370
380
80+00 81+00 82+00 83+00 83+50
315
320
330
340
350
315
320
330
340
350
83+50 84+00 85+00 86+00 87+00 88+00 89+00 90+0011.25° BENDSTA 87+7811.25° BENDSTA 89+4590° BENDSTA 87+12UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWOHEOHEOHEOHEOHEOHE85+0086+0087+0088+00 89+00
90+00SFSFSFSF
SFSF
SF
SF SF SF SF SF SF
SFSFSFSFSFSF
MATCH LINE STA 90+00STA 87+12
90° BEND
STA 87+78
11.25° BEND
STA 89+45
11.25° BEND
345
340335330
335330330
325
320
325
340335330325
330
335
345
340
33533
0
PLOT DATE: 5/4/2020 11:30 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C09 Saved by MKARMANOCKY Save date: 4/20/2020 2:26 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C9
PLAN AND PROFILE
STA 80+00 TO STA 90+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
42" RAW WATER LINE
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST GRADE
42" RAW WATER LINE 4' (MIN)60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
BE
R
R
Y

H
I
L
L

D
R

(
S
R

#
1
7
5
5
)
60'
R
/
W

(
A
S
P
H
A
L
T
)
PROPOSED 60'
PERMANENT EASEMENT
40'20'60' R/W42" RAW WATER LINE
R/W
PP PP
EXIST 30' UTILITY
EASEMENT
60' R/WEXIST UGC
EXIST UGC
EXIST 6" WM±7'LEHUE-PACKER RD (SR #1794)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
R/W
LEHUE-PACKER RD (SR #1794)
60' R/W (ASPHALT)
PLAN
1" = 40'
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PROPOSED 60'
PERMANENT EASEMENT40'20'R/W
R/W
R/W
R/W
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
BRANTLEY T. FORREST & ELIZABETH C. FORREST
PID 656404539051
DB 1633 PG 776
118 LEHUE-PARKER RD
12
LISA SOSA
PID 656404534618
DB 703 PG 430
149 LEHUE-PARKER RD
13
BRANTLEY T. FORREST & ELIZABETH C. FORREST
PID 656404539051
DB 1633 PG 776
118 LEHUE-PARKER RD
12
PP
42" RAW WATER LINE
4' (MIN)1:11:1R/W
R/W
R/WR/W
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWCWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESF
SF
SF SFSF
SF SFSF
SF SFSFSFSFSFSFSFSFSSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MA
TCH

L
IN
E

S
T
A

9
0
+
0
0 MATCH LINE STA 100+00STA 93+15
22.5° BEND
STA 94+04
22.5° BEND
STA 96+42
22.5° BEND
STA 92+39
11.25° VERT BEND
STA 92+89
11.25° VERT BEND
325
32533033534034535035
5
355355
350
345
340
355
35
0335340350355360
360
STA 91+93
11.25° VERT BEND
STA 95+50
ARV
STA 90+49
BLOW OFF VALVE330330330335340
310
320
330
340
350
310
320
330
340
350
90+00 91+00 92+00
330
340
350
360
370
330
340
350
360
370
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+0022.5° BENDSTA 93+1522.5° BENDSTA 94+0422.5° BENDSTA 96+4211.25° VERT BENDSTA 91+0511.25° VERT BENDSTA 91+9311.25° VERT BENDSTA 92+3911.25° VERT BENDSTA 92+89BLOW OFF VALVESTA 90+49ARVSTA 95+50PLOT DATE: 5/4/2020 11:32 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C10 Saved by MKARMANOCKY Save date: 4/21/2020 7:02 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C10
PLAN AND PROFILE
STA 90+00 TO STA 100+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
R/W
PP
PP
EIP
PP
PP PP
PP R/WR/W
FHWV
WV
EXIST 30' UTILITY
EASEMENT
JEFF P. HARTSELL
PID 656403439373
DB 347 PG 850
INDIAN MOUND RDHOPE A. HILL
PID 656404532219
DB 710 PG 372
107 LEHUE-PARKER RD
NORVIEW GARDENS INC & C/O JEFF HARTSELL
PID 656403435371
DB 347 PG 848
INDIAN MOUND RD
14
15 16 40'LEH
U
E-
P
A
R
K
E
R
R
D (
S
R
#
1
7
9
4)
60' R/
W (
A
S
P
H
A
L
T)PEE DEE AVE (SR #1740)60' R/W (ASPHALT)PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
PROPOSED PERMANENT
EASEMENT (VARIES)
VAR
I
ES
V F W POST 6183
PID 656403428972
DB 159 PG 12
755 PEE DEE AV
60' R/W
40'X20'X12'
BORING PIT
20'X20'X14'
RECEIVING PIT
PROPOSED TEMPORARY
CONSTRUCTION
EASEMENT (VARIES)
TEMPORARY GRAVEL DRIVEWAY
(HOME OWNER ACCESS)R/WR/W2
0
'
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
EIP
EXIST GRADE
42" RAW WATER LINE4' (MIN)MON
6
0
'
R
/W
R/W
R/W
40'X20'X13'
BORING PIT
20'X20'X14'
RECEIVING PIT
EUGENE WADE BROCK & JENNIFER
B & JAMES MCSWAIN LER
PID 656403426938
DB 1368 PG 620
765 PEE DEE AV
PP
WM
MB
MB
EIP
EIP
B-194
B-193
EXIST 12" WM
EXIST UGC ±8'PEE DEE AVE (SR #1740)60' R/W (ASPHALT)2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5GRAV DR
IVE
SEPTIC
FIELD
EXIST FM (3)
SEPTIC
FIELD
EXIST WATER
1
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
1:11:1EXIST GRADE
42" RAW WATER LINE 4' (MIN)3' (MIN)STREAM CROSSING S-2
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/WR/WROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
310
320
330
340
350
310
320
330
340
350
100+00 101+00 102+00 103+00 104+00 105+00
290
300
310
320
330
290
300
310
320
330
105+00 106+00 107+00 108+00 109+00 110+0022.5° BENDSTA 109+2890° BENDSTA 106+8322.5° BENDSTA 108+81X
100+00
101+00
102+00 103+00 104+00
SF
SF
SF SFSFSFSFSF SF SF SF SF SF
SF
SF
SF SFSFSFSFSF SF SF SF SF SF SF
MATCH LINE STA 100+00340
335330325XX X X X
X
XXXXX
X
X
X
X
X
X
X XXXXX104+
0
0
105+
0
0
106+
0
0
107+00108+00109+00110+00SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSSFSSFSSFSSFSSFSSFSSFSSFSF
SF
SF
SF
SF
SF
SF
SF
MAT
C
H

L
I
N
E

S
T
A

1
1
0
+
0
0
STA 106+83
90° BEND
STA 108+81
22.5° BEND
STA 109+28
22.5° BEND
325320315
315310305310 305310305310300PLOT DATE: 5/4/2020 11:38 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C11 Saved by MKARMANOCKY Save date: 4/20/2020 2:33 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C11
PLAN AND PROFILE
STA 100+00 TO STA 110+00
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'204' (MIN)EXIST GRADE
42" RAW WATER LINE
FEMA 100YR
FLOODPLAIN
4' (MIN)EXIST GRADE
NORVIEW GARDENS INC
& C/O JEFF HARTSELL
PID 656403435371
DB 347 PG 848
INDIAN MOUND RD
16
CHARLES D. HARRIS & ELIZABETH W. HARRIS
PID 656403422969
DB 1175 PG 406
PARKER CIR
40'20'PROPOSED 60'
PERMANENT EASEMENT
NORVIEW GARDENS INC
& C/O JEFF HARTSELL
PID 656403435371
DB 347 PG 848
INDIAN MOUND RD
16
CHARLES D. HARRIS &
ELIZABETH W. HARRIS
PID 656403328932
DB 547 PG 234
351 PARKER CIR APT 562
19
42" RAW WATER LINE
NORVIEW GARDENS INC & C/O
JEFF HARTSELL
PID 656403444410
DB 266 PG 525
949 PEE DEE AV
17
NORVIEW GARDENS INC & C/O JEFF HARTSELL
PID 656403440174
DB 498 PG 783
INDIAN MOUND RD
18DAVID'S CREEKPLAN
1" = 40'
PLAN
1" = 40'
42" RAW WATER LINE
42" RAW WATER LINE
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PROPOSED 60'
PERMANENT EASEMENT
40'
20'
PROPOSED 45'
PERMANENT EASEMENT
30'
15'40'20'PROPOSED 60'
PERMANENT EASEMENT
3' (MIN)ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
XXOHEOHEOHEOHEOHEOHE110+00
111+00
112+00
113+00
114+00
115+00
116+00
117+00
118+00
119+00
120+00
SSF SSF SSF SSF SSF SSF SSF
SSF SSF SSF SSF SSF SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSFMATCH LINE STA 110+00MATCH LINE STA 120+00STA 118+07
22.5° BEND
3
0
5 305305
3
1
0
310
315
320
325
315
305
305
315
320
325
33
0
STA 117+90
AR
STA 112+53
ANTI-SEEP COLLAR
STA 114+03
ANTI-SEEP COLLAR
STA 111+07
BLOW OFF VALVE
290
300
310
320
330
290
300
310
320
330
110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+0022.5° BENDSTA 118+07ARSTA 117+90BLOW OFF VALVESTA 111+07PLOT DATE: 5/4/2020 11:40 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C12 Saved by MKARMANOCKY Save date: 4/20/2020 2:40 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C12
PLAN AND PROFILE
STA 110+00 TO STA 120+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
LANE A. BOWLES &
VICKY A. BOWLES
PID 656403323289
DB 380 PG 28
SUMMIT ST
CHARLES D. HARRIS &
ELIZABETH W. HARRIS
PID 656403328932
DB 547 PG 234
351 PARKER CIR APT 562
19 20
PROPOSED 60'
PERMANENT EASEMENT40'42" RAW WATER LINESUMMIT ST 20' R/WR/WR/WR/WR/WWETLAND
FEMA 100YR
FLOODPLAIN
B-191
EIP
LP ABANDONED
BARN
PP
20'
20' TEMPORARY
CONSTRUCTION EASEMENT
4' (MIN)EXIST GRADE 20'EXIST 30' UTILITY
EASEMENT
PP
PP
DAVID'
S

C
R
E
E
K
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
20' TEMPORARY
CONSTRUCTION EASEMENT
EXIST 30' UTILITY
EASEMENT
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
4
D2
1
D2
3' (MIN)SUMMIT ST20' R/W (ASPHALT)STREAM CROSSING S-3
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
XXX
X
X
X
X
X
X
XXXXX X X
X
X
X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEUGEUGEPP120+00
121+00
122+
0
0
123+
0
0
124+
0
0
125+
0
0
1
2
6
+
0
0
1
2
7
+
0
0
1
2
8
+
0
0
1
2
9
+
0
0
130+0
0
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
SFMATCH LINE STA 120+00MATCH L
INE

STA
130+00
STA 121+66
11.25° BEND
STA 125+82
45° AND 22.5° COMBO BEND
STA 129+68
45° AND 22.5° COMBO BEND
STA 127+62
11.25° VERT BEND
315
310 310310310310
315
320
325
330335340345350355360STA 122+22
ANTI-SEEP COLLAR
STA 126+38
ANTI-SEEP COLLAR
STA 126+80
ANTI-SEEP COLLAR
STA 129+49
11.25° VERT BEND
295
300
310
320
330
295
300
310
320
330
120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00
310
320
330
340
350
310
320
330
340
350
128+00 129+00
330
340
350
360
370
330
340
350
360
370
129+00 130+0045° AND 22.5° COMBO BENDSTA 125+8211.25° VERT BENDSTA 127+6211.25° BENDSTA 121+6611.25° VERT BENDSTA 129+4945° AND 22.5° COMBO BENDSTA 129+68ANTI-SEEP COLLARSTA 126+80ANTI-SEEP COLLARSTA 126+38ANTI-SEEP COLLARSTA 122+22PLOT DATE: 5/4/2020 11:42 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C13 Saved by MKARMANOCKY Save date: 4/21/2020 1:32 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C13
PLAN AND PROFILE
STA 120+00 TO STA 130+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST 30' UTILITY
EASEMENT
PROPOSED 60'
PERMANENT EASEMENT
42" RAW WATER LINE17.5
'42.5
'
DARRELL
ALMOND PARK
WETLAND
FEMA 100YR
FLOODPLAIN
B-190
PP
PP
PP
EIP
EIP
PP
LAKE
FEMA 100YR
FLOODPLAIN
LP
EXIST GRADE
EXIST GRADE
4' (MIN)42" RAW WATER LINE
42" RAW WATER LINE
LANE A. BOWLES &
VICKY A. BOWLES
PID 656403323289
DB 380 PG 28
SUMMIT ST
TOWN OF NORWOOD
PID 656403214495
DB 605 PG 141
N MAIN ST
20
21
NORWOOD DIXIE YOUTH BASEBALL
PID 656403312508
DB 610 PG 395
164 CANDALON FIELD RD
CONC
SPILLWAY
DAVID'
S
C
R
E
E
K
DAVID'S CREEKSTABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-7
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
42" RAW WATER LINE
EXIST
GRADE
4' (MIN)4' (MIN)3' (MIN)3' (MIN)STREAM CROSSING S-4
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-5
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-6
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
OHEOHEOHEOHEOHEOHEX X X X X X X
X
X
X
XXXXXXXXX
X
X
X
OHEOHEOHEOHEOHEXXXXX X
OHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCUGE
UGE
UGE
UGCPPWWWWWSD130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF
SFXXXMATCH LINE STA 130+00MATCH LINE STA 140+00355350345340335330325330335 340345 340340 335335
345
340
345
STA 134+30
11.25° VERT BEND
STA 138+80
AR
325
330
335
340
345
350
360STA 130+30
ARV
STA 138+23
11.25° VERT BEND
STA 139+53
22.5° VERT BEND
22.5° VERT BENDSTA 139+5322.5° VERT BENDSTA 139+78330
340
350
360
370
330
340
350
360
370
130+00 131+00 132+00
320
330
340
350
360
320
330
340
350
360
132+00 133+00 134+00
310
320
330
340
350
310
320
330
340
350
134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+0011.25° VERT BENDSTA 134+3011.25° VERT BENDSTA 135+1011.25° VERT BENDSTA 138+23ARSTA 138+80ARVSTA 130+30PLOT DATE: 5/4/2020 11:44 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C14 Saved by MKARMANOCKY Save date: 4/10/2020 5:54 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C14
PLAN AND PROFILE
STA 130+00 TO STA 141+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE
20'X20'X15'
RECEIVING PIT
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X13'
BORING PIT
20'X20'X15'
RECEIVING PIT
EDWARD WRIGHT
PID 656403210420
DB 1116 PG 112
LINDA W LISK AND
KATHY THOMPSON
PID 656403211419
DB 343 PG 540
WILLIAM BRANCH LILLY &
LYNN RAINWATER LILLY
PID 656403335435
DB 1441 PG 965
12500 MARY BRANCH RD
22
23 24
RONALD G COUICK
PID 656403119223
DB 1336 PG 903
25
PROPOSED PERMANENT
EASEMENT VARIES
42.5'DARRELL
ALMOND PARK
EIP
EIP EIP EIP
EIP
EIP
EIP
EIP
PP
PP
PP
LP
SHED
HOUSE
(ABANDONED)
BUILDING BUILDING
HOME
(ABANDONED)
HOME
(ABANDONED)
PROPOSED 12.5' TEMPORARY
CONSTRUCTION EASEMENT 30'EXIST 30' UTILITY
EASEMENT SOIL DRIVEPICNIC
SHELTER
VARIES17.5'PP
EIP
EIP
PROPOSED PERMANENT
EASEMENT (VARIES)42.5'VARIESEIP
EIP
MON (NCCS
WELCOME 1974)
LP
LP
PP
EXIST 30' UTILITY
EASEMENT
BLOCK
BUILDING
(BUSINESS)
CONC
PROPOSED 60'
PERMANENT EASEMENT
EIP
EIP
PP
42" RAW WATER LINE
N MAIN ST (US #52)60' R/W (ASPHALT)60' RW
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
EXIST 30' UTILITY
EASEMENT EXIST 30' UTILITY
EASEMENT
SEPTIC FIELD
SEPTIC FIELD SEPTIC FIELD
SEPTIC
FIELD
2
D2
4
D2
4' (MIN)EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE 4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
EXIST WATER
SERVICE 1:140'X20'X13'
BORING PIT±9'EXIST UGCN MAIN ST (US #52)60' R/W (ASPHALT)1:1STREAM CROSSING S-8
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/WR/W
UGCUGCUG
C
UGCUGCU
G
C
UGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGC
UGCUGCUGCUGC
UGCUGCGASGASGASGASGASGASGASGASGASWWWWWWWWWWWWWGWWWXXXXXXXXXXXXXXXX
X
X
X
XXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCO
H
C
O
H
C
O
H
C
O
H
C
O
H
C OHEOHEOHEOHEOHEOHEOHEU
G
C
WWWWWWWSSSS
SS
SS
SS
SSSS
SSSSSSSS
SS
SS
SS
SS
SS
SS
SS SSSSSD139+00140+00141+00142
+
0
0
143
+
0
0
144
+
0
0
145
+
0
0
146+00
147+00 148+00
149+
0
0
150+
0
0
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
MA
T
C
H

L
I
N
E

S
T
A

1
4
0
+
0
0 MATCH L
INE

STA
150+00
STA 141+32
45° AND 22.5° COMBO BEND
STA 145+83
11.25° BEND
STA 146+83
11.25° BEND
STA 147+85
11.25° BEND
STA 148+97
11.25° BEND
STA 150+08
11.25° BEND
EX SSMH
RIM: 332.55
INV IN: 318.91
EX SSMH
RIM: 332.47
INV IN: 323.47
INV IN: 319.70
INV OUT: 319.52
EX SSMH
RIM: 334.24
INV IN: 326.01
INV IN: 324.34
INV OUT: 324.14
EX SSMH
RIM: 334.11
INV IN: 329.01
INV OUT: 329.01
EX SSMH
RIM: 331.36
INV IN: 320.10
INV OUT: 320.01
EX SSMH
RIM: 330.11
INV IN: 320.76
INV OUT: 320.59
EX
8
"

S
S
EX 8" SS
EX 8" SSEX 8" S
S EX 8" SS
340
335
335
330
340335
335335
3
3
0
330
3
3
0
3
4
5
330
330330
EX 8" SSEX 8
"

S
S
EX 8" SS
EX 8" SSEX SSMH
RIM: 332.70
INV IN: 325.75
INV OUT: 325.61EX 36" SD310
320
330
340
350
310
320
330
340
350
141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+0045° AND 22.5° COMBO BENDSTA 141+3211.25° BENDSTA 146+8311.25° BENDSTA 145+8311.25° BENDSTA 147+8511.25° BENDSTA 148+97PLOT DATE: 5/4/2020 11:46 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C15 Saved by MKARMANOCKY Save date: 4/22/2020 11:04 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C15
PLAN AND PROFILE
STA 141+00 TO STA 150+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X12'
RECEIVING PIT
40'X20'X12'
BORING PIT
EXIST GRADE
4' (MIN)S S
T
A
N
L
Y

S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60'
R
/
W

(
A
S
P
H
A
L
T
)
PP
PP
PP
PP PP
PP
PP
PP
PP
CHAD ST 25' MAINTENANCE R/W(ASPHALT)PP
PP
N

M
A
I
N

S
T

(
U
S

#
5
2
)
6
0
'

R
/W

(
A
S
P
H
A
L
T
)
B-183
LP
EIP
PROPOSED PERMANENT
EASEMENT (VARIES)
PP
LP
PP
EIP
PP
PROPOSED 35' TEMPORARY
CONSTRUCTION EASEMENT
OPEN GRASS
AREA
40'X20'X12'
BORING PIT
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X12'
RECEIVING PIT
B-182
EIP
42" RAW WATER LINE
42" RAW WATER LINE
FEMA 100YR
FLOODPLAIN
PP
PP
EIP
EIP
FH
WV
WV
EXIST 30' UTILITY
EASEMENT
R/W
R/WR/W
R/W
MITCHELL LYNN BARFIELD
PID 656403112256
DB 1392 PG 495
908 S STANLY SCHOOL RD
28
EMORY JR JOHNSON
PID 656403110241
DB 634 PG 295
137 WIND RD
29
JOHAH W HUNEYCUTT HEIRS
C/O TERY HUNEYCUTT AND
MARILYN HUNEYCUTT
PID 656403116172
DB 223 PG 312
BOBBY W TUCKER
AND JOYCE E TUCKER
PID 656403114200
DB 864 PG 246
850 CHAD STREET
(SUBWAY)
26
27
B-184
R/WR/WEIP
EIP
FH
PP
PP
MB
MBVARIES40'60' RWWM
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
PROPOSED PERMANENT
EASEMENT (VARIES)VARIESVARIESPROPOSED PERMANENT
EASEMENT (VARIES)40'VARIES
WM
EXIST 2" GAS
(STEEL)
EXIST
SERVICE
WATER
EXIST UGC
±7'CHAD ST 25' MAINTENANCE R/W(ASPHALT)EXIST 8" SS
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PP
EXIST SS
PP
PP PP
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X13'
BORING PIT
60' RW
EXIST 30' UTILITY
EASEMENT
20'X20'X15'
RECEIVING PIT
1:11:13' (MIN)STREAM CROSSING S-9
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/WR/WROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
CURB INLET PROTECTION, TYP
SEE DETAIL C-31-0413/D3
GASGASGASGASGASGASGASWWWWWWGGGXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESS
SS
SS
SS
SS
SS
SS
150+0
0 151+00 152+00 15
3
+
0
0
15
4
+
0
0
SF SF SF SF SF SF SF
SF
SF SF
SF
SF
SF
SFMATCH LINE STA 150+00STA 152+68
BLOW OFF VALVE
STA 152+94
22.5° BEND
EX SSMH
RIM: 328.56
INV IN: 321.34
INV OUT: 321.39
EX 8" SS
EX 8"

S
S
3303303253253
3
0
33533032532
5
EX 84" SDEX 84" SDSTA 151+37
ANTI-SEEP COLLAR
STA 152+27
ANTI-SEEP COLLAR
STA 152+57
ANTI-SEEP COLLAR
34
0
3
4
5 3503
5
5 360335
310
320
330
340
350
310
320
330
340
350
150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+0022.5° BENDSTA 157+6811.25° BENDSTA 150+0822.5° BENDSTA 155+8622.5° BENDSTA 152+94BLOW OFF VALVESTA 152+68ARSTA 158+10ANTI-SEEP COLLARSTA 151+37ANTI-SEEP COLLARSTA 152+27ANTI-SEEP COLLARSTA 152+57GASGASGASGASGASWWWWWWWWWWXXOHEOHEOHEOHEOHEOHEOHESSS
S
S
S
S
S
S
S
154+00
155+00
156+00
157+00
15
8
+
0
0
15
9
+
0
0
16
0
+
0
0
SF
SF
SF
SF
SF
SF SF SF SF SF SFSF
SF
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
S
F
S
F
S
F
S
F
SF
S
F
SFMATCH LINE STA 160+00STA 155+86
22.5° BEND
STA 157+68
22.5° BEND
EX SSMH
RIM: 342.37
INV IN: 329.88
INV OUT: 329.79
E
X

8
"

S
S
330
335 340340
335
345
340
340
STA 158+10
AR
PLOT DATE: 5/4/2020 11:49 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C16 Saved by MKARMANOCKY Save date: 4/21/2020 1:41 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C16
PLAN AND PROFILE
STA 150+00 TO STA 160+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S STANLY
S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60' R/W (AS
P
H
A
L
T
)
R/W
WETLAND
68' DU
K
E
E
N
E
R
G
Y
EASE
M
E
N
T
DAVID
'S
CREEK
PROPOSED PERMANENT
EASEMENT (VARIES)
EXIST GRADE
4' (MIN)42" RAW WATER LINE
EXIST 8" GAS
PLASTIC
DAVID'S CREEKFIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5 STREAM CROSSING S-10
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
110°'178± TO
TOWER183± TOSUBSTATION
FENCE
EXIST GAS
ROMAN KNIT INC
PID 656403026051
DB 262 PG 727
957 N MAIN ST
WALKER & JUDY CARPENTER
PID 656403004991
DB 1395 PG 305
S STANLY SCHOOL RD
WALKER & JUDY CARPENTER
PID 656403012081
DB 1395 PG 305
44013 S STANLY SCHOOL RD31
32
33
R/W
S
S
T
A
N
L
Y

S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60
'

R
/
W

(
A
S
P
H
A
L
T
)
PROPOSED 60'
PERMANENT EASEMENT 40'60' R/W20'35'B-18117.5'17.5'PP
EIP
EXIST 30' UTILITY
EASEMENT
LLOYD L. POPE
PID 655404919310
DB 328 PG 121
S STANLY SCHOOL RD
34
42" RAW WATER LINE
FEMA 100YR
FLOODPLAIN
R/W
1
D2
EXIST 8" GAS
PLASTIC
VARIES40'
PROPOSED PERMANENT
EASEMENT (VARIES)
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP GRAV DRIVEEXIST 30' UTILITY
EASEMENT
R/W
ROMAN KNIT INC
PID 656403026051
DB 262 PG 727
957 N MAIN ST
31
FEMA 100YR
FLOODPLAIN
PLAN
1" = 40'
PP
PP
42" RAW WATER LINE
40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(OPEN CUT)
3" STEEL GAS
(RETIRED)
30' PNG
EASEMENT
3" GAS STEEL
(RETIRED)±6'40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(OPEN CUT)
4
D2
R/W
R/W
R/W
R/W
R/W
R/W3' (MIN)ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
UGCUGEUGEUGEUGEGASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWWCGGWUGCCWWWI
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIXXXXXXXXOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCSSSS
SS
SS
SS
SS
SS
SS
SSSSSS SS
SS
SS
SS
SS
SDXX160
+
0
0
161
+
0
0
162
+
0
0
163
+
0
0
164
+
0
0
165
+
0
0
166
+
0
0
167+00
168+
0
0
169+
0
0
170+
0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 160+00MATCH L
INE

STA
170+00
STA 166+39
22.5° BEND
STA 167+56
22.5° BEND
EX
8
"

S
S
EX SSMH
RIM: 344.33
INV IN: 333.43
INV OUT: 334.69
EX 8"
S
S
EX SSMH
RIM: 343.62
INV IN: 336.93
INV OUT: 336.87
EX 8" S
S
EX SSMH
RIM: 350.48
INV IN: 342.86
INV OUT: 341.93
EX 8"
S
S
335335335340340
340
340
3
4
5 350355350
345
34
0
355
350
345
340
EX 18" SDEX 18
"
SD
STA 170+00
42" BFV
STA 167+50
42" BFV
STA 169+57
45° VERT BEND
STA 169+64
45° VERT BEND
320
330
340
350
360
320
330
340
350
360
160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+0022.5° BENDSTA 166+3922.5° BENDSTA 167+5642" BFVSTA 167+5042" BFVSTA 170+0045° VERT BENDSTA 169+6445° VERT BENDSTA 169+5760'
R
/WPLOT DATE: 5/4/2020 11:51 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C17 Saved by MKARMANOCKY Save date: 4/21/2020 1:44 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C17
PLAN AND PROFILE
STA 160+00 TO STA 170+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
B-179
R/W
S S
T
A
N
L
Y

S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60'
R
/
W

(
A
S
P
H
A
L
T
)
42" RAW WATER LINE60' R/WB
R
I
C
K
Y
A
R
D

R
D

(
S
R

#
1
9
2
7
)
6
0
'

R
/W

(
A
S
P
H
A
L
T
)R/W
WETLAND
A
B
E
R
D
E
E
N

C
A
R
O
L
I
N
A

A
N
DWE
S
T
E
R
N

R
A
I
LW
A
Y

C
O
M
P
A
N
Y
(
A
CW
R
C
)
100 LF 54" Ø
STEEL CASING
t=0.781" (MIN)
(TRENCHLESS)
FEMA 100YR
FLOODPLAIN
ABANDONED
STRUCTURE
PP 40'X20'X13'
BORING PIT
PP
PP
PP
PP
EIP
EIP R/WCSX RA
ILROAD
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
8" PLASTIC GAS
100 LF 54" Ø
STEEL CASING
t=0.781" (MIN)
(TRENCHLESS)
40'X20'X13'
BORING PIT
EXIST GRADE
20'X20'X17'
RECEIVING PIT4' (MIN)PROPOSED 60'
PERMANENT EASEMENT 40'20'20'X20'X17'
RECEIVING PIT
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
42" RAW WATER LINE
B-180
PP
PP
PP
PP
LLOYD L. POPE
PID 655404919310
DB 328 PG 121
S STANLY SCHOOL RD
DAVID LYNN GALLIMORE
PID 655404916546
DB 649 PG 315
S STANLY SCH RD
34 35
R/WWADE LEE JR FURR
PID 655404914523
DB 1365 PG 90
41155 S STANLY SCH RD
36
BILLY RAY ALDRIDGE
PID 655404911333
DB 302 PG 118
41155 S STANLY SCH RD
37
R/W
R/W
R/W
R/W
R/W
R/W
EIP PROPOSED 50'
PERMANENT EASEMENT
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT (VARIES)10'40'
10FT Ø SAFETY FENCE
AROUND POLES, TYP
SEE DETAIL C-31-0407/D3
FH
EXIST 30' UTILITY
EASEMENT
WM
MB
MB
MB
WV
WM
±12'EXIST UGC
ABERDEEN CAROLINA
AND WESTERN RAILWAY
COMPANY (ACWRC)
CSX RAILROAD
3
D2
3
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
LP
LPGRAV
GRAV DRIVEB-181 GRAV DRIVEPP
THEORETICAL SLOPE 1:1THEORETICAL SLOPE 1:13' (MIN)RR R/WRR R/WROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
GASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCX X X X X XCGGWWWWXXXXX X X XXXOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHEOHEOHEOHEOHE OHEOHEOHEOHEOHEOHESSSSSS SS SS SS SS SS
SSSSSSSSSSSSSSXX170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00SFSFSFSFSFSF
SF SF SF SF
SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 170+00MATCH LINE STA 180+00350
35
0
355355355
355 360360
360
360360360
365365
365
365365365365370370
3753
8
0380EX 15" SD
EX SD STRU
TOP: 360.59
INV OUT: 358.65
STA 179+40
AR
340
350
360
370
380
340
350
360
370
380
170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00ARSTA 179+4040'PLOT DATE: 5/4/2020 11:53 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C18 Saved by MKARMANOCKY Save date: 4/21/2020 1:50 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C18
PLAN AND PROFILE
STA 170+00 TO STA 180+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
SHIRLEY ANN LEE LOWDER
PID 655404716684
DB 317 PG 286
41039 S STANLY SCH RD
RUSSELL & CAROL DEAN LEE
PID 655404815386
DB 875 PG 241
41063 S STANLY SCH RD
CAROLYN S. ALDRIDGE
PID 655404819238
DB 173 PG 167
41155 S STANLY SCH RD
38 39
40
42" RAW WATER LINE
PROPOSED 35'
PERMANENT EASEMENT25'10'PROPOSED 50'
PERMANENT EASEMENT
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT (VARIES)
10FT Ø SAFETY FENCE
AROUND POLES, TYP
SEE DETAIL C-31-0407/D3
S STANLY SCHOOL RD (SR #1923)
60' R/W (ASPHALT)
PP
PP
PP
PP PP
PP
PP
PP
PP
EIP
EIP
FH
10'60' R/WR/W
R/WPP
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
8" PLASTIC GAS
R/W
R/W
4' (MIN)42" RAW WATER LINE
EXIST GRADE
B-178
MBMB MBMBWV
EXIST 30' UTILITY
EASEMENT
WM
EXIST 30' UTILITY
EASEMENT
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP GRAV DRIVEGRAV DRIVEGRAV DRIVECONC DRIVECONC DRIVEGRAV DRIVEGRAV DRIVE4
D2
SEPTIC
FIELD
POWER POLE TO
BE RELOCATED
OUTSIDE EASEMENT
GASGASGASGASGASGASGASWWWWWWWWWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGC
UGCUGEWW
OHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESSSSSSSSSSSSSSSSSSSSSSSSSSSSSS180+00
181+00
182+00
183+00
184+00
185+00
186+
0
0
187+
0
0
188+00
189+00
190+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF
MATCH LINE STA 180+00MATCH LINE STA 190+00STA 185+85
45° BEND
EX 8" S
S
EX SSMH
RIM: 371.93
INV IN: 364.86
INV OUT: 364.78
EX 8" SS
EX SSMH
RIM: 380.42
INV IN: 368.42
INV OUT: 368.40
EX 8" S
S
EX SSMH
RIM: 381.38
INV IN: 374.24
INV OUT: 377.61385 385
390
395
400
405
410
3
7
0
370375375380385
390395400405410365370375380370
375
380STA 188+30
AR
350
360
370
380
390
350
360
370
380
390
180+00 181+00 182+00 183+00 184+00 185+00
370
380
390
400
410
370
380
390
400
410
185+00 186+00 187+00 188+00 189+00 190+00ARSTA 188+3045° BENDSTA 185+85PLOT DATE: 5/4/2020 11:55 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C19 Saved by MKARMANOCKY Save date: 4/21/2020 2:52 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C19
PLAN AND PROFILE
STA 180+00 TO STA 190+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)PP
EIP
SHIRLEY ANN LEE LOWDER
PID 655404716684
DB 317 PG 286
41039 S STANLY SCH RD
S STAN
L
Y

S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60' R/W

(
A
S
P
H
A
L
T
)
WETLAND
FABIOLA CARDENAS
PID 655404701699
DB 1165 PG 206
40947 S STANLY SCH RD
PP
PP
PP
PP
PP
MB
WM
PP
PP
PP
PP
MB
B-177
MB
60' R/WPROPOSED VARIABLE WIDTH
PERMANENT EASEMENT 40'VARIESEXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
MB
42" RAW WATER LINE
EXIST GRADE
4' (MIN)42" RAW WATER LINE
R/W
R/W
EXIST 30' UTILITY
EASEMENT
EXIST 8" GAS
PLASTIC
40
41
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3 CONC DRIVEGRAVEL
GRAVEL
PP
B-178
WM
GRA
V

D
R
I
V
E
SHIRLEY ANN LEE LOWDER
PID 655404716684
DB 317 PG 286
41039 S STANLY SCH RD
40
4
D2
R/W
R/W
EXIST WATER
SERVICE
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
STREAM CROSSING S-11
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
GASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCX GASWWWWWWWWX
X
X
XXXXXXX
X
X XXXXX
X XOHCOHCOHCOHCOHEOHEOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEUGCUGCUGCUGCUGCUGCOHCOHCSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS190+00
191+00
192+00 193+00 194+00 195+00 196+00 197+00 198+00
199+00
200+0
0
SSF
SSF
SSF
SSF
SSF
SSF SSF SSF SSF SSF SSFSSF SSF SSF SSF SSF SSF SSF SSF SF SF SF SF
SF
SF
SF
SF
MATCH LINE STA 190+00MATCH LINE STA 200+00EX 8"
S
S
EX SSMH
RIM: 395.55
INV IN: 387.75
INV OUT: 385.85
EX 8" SS
EX SSMH
RIM: 385.27
INV IN: 376.95
INV OUT: 375.37
EX 8" SS
EX 8" SSEX SSMH
RIM: 380.99
INV IN: 372.99
INV IN: 370.19
INV OUT: 370.09
EX SSMH
RIM: 380.34
INV OUT: 373.56 EX 30" SDEX 15" SD EX 18" SD EX 18" SD
EX 15" SD
EX 15" SD
410
405
400
4
0
5
400
3
9
5
39
0
380 385
3853
8
5
38
5
390
395
400390
400
395
395
385380380
375
STA 199+80
AR
370
380
390
400
410
370
380
390
400
410
190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00ARSTA 199+80PLOT DATE: 5/4/2020 11:57 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C20 Saved by MKARMANOCKY Save date: 4/21/2020 2:09 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C20
PLAN AND PROFILE
STA 190+00 TO STA 200+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S STANLY SCHOOL RD (SR #1923)
60' R/W (ASPHALT)
SOUTH STANLY BAPTIST CHURCH
PID 655404608695
DB 339 PG 769
40931 S STANLY SCHOOL RD
J W ET AL WOODLE
PID 655404606409
DB 1577 PG 489
40887 S STANLY SCHOOL RD
SHARON HINSON COVEY
PID 655404603783
DB 1032 PG 165
40879 S STANLY SCHOOL RD
42
43 44
PROPOSED 55'
PERMANENT EASEMENT
PP
15'40'EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT60' R/WPP
PP PP
PP
R/W
FH
PP
WV
WM
WM
MBMB
PROPOSED 55'
PERMANENT EASEMENT40'15'
42" RAW WATER LINE
EXIST GRADE
4' (MIN)EIP
EIP
8" PLASTIC GAS
PROPOSED PERMANENT
EASEMENT (VARIES)VARIES40'EXIST WATER
SERVICE
EXIST GAS
SERVICE
EXIST WATER
SERVICE
EXIST UGC
42" RAW WATER LINE
GRAV DRIVECONC DRIVECONC DRIVEASPH LOT
NOTES:
1.LOW MAINTENANCE SEED MIX TO BE USED
FOR PERMANENT SEEDING ON PARCEL 44 AS
DESCRIBED ON SHEET X3 "PERMANENT
SEEDING SCHEDULE - LOW MAINTENANCE".
EIPCONC DRIVEB-177
R/W
WM
MB
WM
MB
R/W
R/W
PP
MB
4
D2
EXIST WATER
SERVICE
EXIST UGC 3' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
SUPER SILT FENCE, TYP
SEE DETAIL C-31-0401/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GASGASGASGASGASGASGASGASWWWWWWWWWWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC UGEUGEUGEWCGWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHEOHEOHEOHEOHEOHCOHCOHCOHEOHEUG
C
UGCOHCOHCOHCOHCOHCOHCSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS200+0
0
201+0
0
202+00
203+00
204+00
205+00
206+0
0
207+0
0
208+0
0
209+0
0
210+0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
X
X
X
X
X
X
X
X X
X
X
X
X
MATCH LINE STA 200+00MATCH LINE STA 210+00STA 205+46
22.5° BEND
STA 201+32
22.5° BEND
EX SSMH
RIM: 431.25
INV OUT: 422.13
INV OUT: 422.15
EX SSMH
RIM: 425.66
INV IN: 418.99
INV OUT: 418.77
EX SSMH
RIM: 415.24
INV IN: 407.94
INV OUT: 407.84
EX 8"
S
S
EX 8" SS
EX 8" SS
EX 12" SD
EX 15"
S
D
EX 1
2
"

S
D
4
3
0
425420415410410
405
4
0
5
405
400
4
0
0 40540040541042042542543043
0 425STA 208+70
AR
380
390
400
410
420
380
390
400
410
420
200+00 201+00 202+00 203+00
400
410
420
430
440
400
410
420
430
440
203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+0022.5° BENDSTA 201+3222.5° BENDSTA 205+46ARSTA 208+70PLOT DATE: 5/4/2020 12:01 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C21 Saved by MKARMANOCKY Save date: 4/21/2020 2:24 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C21
PLAN AND PROFILE
STA 200+00 TO STA 210+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)S STA
N
L
Y

S
C
H
O
O
L

R
D

(
S
R

#
1
9
2
3
)
60' R/
W

(
A
S
P
H
A
L
T
)60' R/W40'PROPOSED 50'
PERMANENT EASEMENT
SHARON HINSON COVEY
PID 655404603783
DB 1032 PG 165
40879 S STANLY SCH RD
MARK A THOMPSON
PID 655404508592
DB 1249 PG 860
40821 S STANLY SCH RD KENNETH ARNEY JR POPE
PID 655404517011
DB 393 PG 506
40787 S STANLY SCH RD
42" RAW WATER LINE
44
45
4610'35'PROPOSED 45'
PERMANENT EASEMENT25'VARIESPROPOSED PERMANENT
EASEMENT (VARIES)10'GARAGE (TO
BE REMOVED)
PP
PP
PP
PP PP
PP
PP
EIP
EIP
EIP
EIP
PP
WM
FH
GV EXIST 30' UTILITY
EASEMENT
R/W
B-175
B-174
R/W
42" RAW WATER LINE
EXIST GRADE 4' (MIN)MB
R/W
R/W
MB
8" PLASTIC GAS
EXIST 30' UTILITY
EASEMENT
EXIST UGC
EXIST UGC
EXIST UGE EXIST WATER
SERVICE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV DRIVECONC DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVEPP
B-176
WM
OLD COTTONVILLERD (SR #1923)60' R/W (ASPHALT)EXIST 30' UTILITY
EASEMENT
4
D2
EXIST UGC
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
SAFETY FENCE, SEE
DETAIL C-31-0407/D3
GASGASGASGASWWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWW
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIXOHCOHC
OHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHESSSSSSSSSSSSSS2
0
9
+
0
0
2
1
0
+
0
0
211+00212+002
1
3
+
0
0
2
1
4
+
0
0
2
1
5
+
0
0
216+00217+00218+00
219+00
220+00
SF
SF
SF
SF S
F
S
F
SFSFSFSFSF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SFSFS
F
S
F
S
F
S
F
SF
SF
S
F
S
F
S
F
S
F
S
F
SF
MAT
C
H LI
NE STA 210+00MATCH LINE STA 220+00STA 210+67
90° BEND
STA 212+24
90° BEND
STA 215+83
90° BEND
STA 216+80
42" BFV
STA 218+53
22.5° BEND
STA 219+40
42" BFV
STA 219+91
11.25° BEND
STA 218+63
11.25° VERT BEND
STA 219+27
11.25° VERT BEND
EX SSMH
RIM: 433.88
INV IN: 423.10
INV OUT: 423.04
EX SSMH
RIM: 431.25
INV OUT: 422.13
INV OUT: 422.15
E
X

8
"

S
S435 43
5
4
3
0430435435430 425430435430STA 210+43
22.5° VERT BEND
STA 211+63
22.5° VERT BEND
STA 211+78
22.5° VERT BEND
STA 216+97
11.25° VERT BEND
STA 217+22
11.25° VERT BEND
22.5° VERT BENDSTA 211+6322.5° VERT BENDSTA 211+78410
420
430
440
450
410
420
430
440
450
210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 220+0090° BENDSTA 215+8390° BENDSTA 212+2490° BENDSTA 210+6722.5° BENDSTA 218+5311.25° BENDSTA 219+9111.25° VERT BENDSTA 218+6311.25° VERT BENDSTA 219+2742" BFVSTA 216+8042" BFVSTA 219+4011.25° VERT BENDSTA 216+9711.25° VERT BENDSTA 217+2222.5° VERT BENDSTA 210+4322.5° VERT BENDSTA 210+63PLOT DATE: 5/4/2020 12:03 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C22 Saved by MKARMANOCKY Save date: 4/21/2020 2:26 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C22
PLAN AND PROFILE
STA 210+00 TO STA 220+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S

S
T
AN
L
Y

SCHOO
L
R
D

(
S
R

#
1
9
2
3
)
6
0
'

R
/W

(
A
S
PH
A
L
T
)40'10'PROPOSED 50'
PERMANENT EASEMENT
100'
R
AI
L
R
O
A
D
R/
W
100 LF OF 54" Ø
STEEL CASING
t=0.781" (MIN)
(TRENCHLESS)
B-175
B-174
B-172
B-173
3
D2
KENNETH ARNEY JR POPE
PID 655404517011
DB 393 PG 506
40787 S STANLY SCH RD
KENNETH ARNEY JR POPE
PID 655403407468
DB 339 PG 679
40787 S STANLY SCH RD
40'X20'X15'
BORING PIT
20'X20'X18'
RECEIVING PIT
KENNETH ARNEY JR POPE
PID 655403407468
DB 339 PG 679
40787 S STANLY SCH RD
20'X20'X15'
RECEIVING PIT
46
47
47
ABERDEEN CAROL
INA
AND
WESTERNRAILWAY
COMPANY

(ACWRC
)VARIES)20'PROPOSED PERMANENT
EASEMENT (VARIES)80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
2
0
'
4
0
'
PROPOSED 60'
PERMANENT EASEMENT
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
40'X20'X14'
BORING PIT
R
/
W
EIP
PP
R
/
W
R
/
W
R
/
W
PP
EXIST 30' UTILITY
EASEMENT
8" PLASTIC GAS
42" RAW WATER LINE
EXIST GRADE
100 LF OF 54" Ø
STEEL CASING
t=0.781" (MIN)
(TRENCHLESS)4' (MIN)40'X20'X15'
BORING PIT
40'X20'X14'
BORING PIT
20'X20'X15'
RECEIVING PITABERDEEN CAROLINA ANDWESTERN RAILWAYCOMPANY (ACWRC)100' RAILROAD R/W
3
D2
WM
MB
MB VARIESVARIESPROPOSED 60'
PERMANENT EASEMENT
PP
±7'42" RAW WATER LINE
GRAVEL CONSTRUCTION
ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVEGRAV DRIVEGRAV DRIVE
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X18'
RECEIVING PIT S STANLY SCHOOLRD (SR #1923)60' R/W (ASPHALT)EXIST UGC
EXIST 12" WM EXIST UGC
EXIST 8" SS
±13.5'PP
60' R/W
1:11:1THEORETICALSLOPE 1:1THEORETICALSLOPE 1:1R/WR/WR/WR/W
UGCUGC
UGC
UGC UGCUGCUGCCOHEOHEOHEOHEOHEOHE220+00
221+00
222+00
223+00
224+00
225+00
226+00
227+00 228+00
229+0
0
230+0
0SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF
SF SF SF
SF SF SF
MATCH LINE STA 230+00MATCH LINE STA 220+0044044
5
4
5
0
4
5
5
4
6
0 4654704754804854
9
0 495495
4904954954904854804754704654604554504454
4
0435
435
STA 228+50
ARV
STA 227+63
11.25° VERT BEND
425
430
440
450
460
425
430
440
450
460
220+00 221+00 222+00 223+00 224+00
440
450
460
470
480
440
450
460
470
480
224+00 225+00 226+00 226+50
470
480
490
500
510
470
480
490
500
510
226+50 227+00 228+00 229+00 230+00ARVSTA 228+5011.25° VERT BENDSTA 227+63PLOT DATE: 5/4/2020 12:05 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C23 Saved by MKARMANOCKY Save date: 4/21/2020 2:49 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C23
PLAN AND PROFILE
STA 220+00 TO STA 230+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINEROSEHILL DR60' R/W (GRAVEL)40'20'PROPOSED 60'
PERMANENT EASEMENT
60' R/W
R/W40 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-171
B-170
B-169
KENNETH ARNEY JR POPE
PID 655403407468
DB 339 PG 679
40787 S STANLY SCH RD
CHRISTOPHER LEE KAELIN
PID 655403309841
DB 1651 PG 836
40646 S STANLY SCH RD
KENNETH A JR POPE
PID 655403403228
DB 327 PG 534
40787 S STANLY SCH RD
SARA MABRY FREEDMAN
PID 655301198504
DB 978 PG 864
11360 HERRING RD
40'20'PROPOSED 60'
PERMANENT EASEMENT
EIP PP
47
48
50
EXIST 30' UTILITY
EASEMENT
49
PP
R/WR/WR/WPP
EIP
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
40 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST GRADE
4' (MIN)ROSEHILL DR60' R/W (GRAVEL)EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST UGC
EXIST UGC
±8.5'42" RAW WATER LINE
EXIST GRADE
4' (MIN)2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4' (MIN)1:11:1R/WR/WWELL
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
230+00
231+00
232+00
233+00
234+00
235+00 236+00 237+00 238+00
239+00
240+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
MATCH LINE STA 230+00MATCH LINE STA 240+0047547547
0470475
480
485 48548047547047
0
465
465
4
7
0
475
455
460
470
480
490
455
460
470
480
490
230+00 231+00 232+00 233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00
PLOT DATE: 5/4/2020 12:07 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C24 Saved by MKARMANOCKY Save date: 4/21/2020 3:17 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C24
PLAN AND PROFILE
STA 230+00 TO STA 240+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
40'20'PROPOSED 60'
PERMANENT EASEMENT
B-168
SARA MABRY FREEDMAN
PID 655301198504
DB 978 PG 864
11360 HERRING RD
50
42" RAW WATER LINE
4' (MIN)EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGEUGEUGEUGEUGEUGEUGEXXXXXWCWTCXXXXXXXXXXXXX
X
XXXXXXXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHC
OHC
OHC
240
+
0
0
241
+
0
0
242
+
0
0
243
+
0
0
244
+
0
0
245
+
0
0
246
+
0
0 247+00248+00249+00250
+
0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSFSF SFSF
SF
SF
MATCH LINE STA 240+00MATCH LINE STA 250+00STA 246+59
45° AND 22.5° COMBO BEND
STA 249+48
45° AND 22.5° COMBO BEND
470470470475475480
480480475
470470470
470
470470
470470 STA 243+00
AR
STA 242+36
11.25° VERT BEND
STA 242+70
11.25° VERT BEND
450
460
470
480
490
450
460
470
480
490
240+00 241+00 242+00 243+00 244+00 245+00 246+00 247+00 248+00 249+00 250+0045° AND 22.5° COMBO BENDSTA 246+5945° AND 22.5° COMBO BENDSTA 249+4811.25° VERT BENDSTA 242+3611.25° VERT BENDSTA 242+70ARSTA 243+00PLOT DATE: 5/4/2020 12:10 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C25 Saved by MKARMANOCKY Save date: 4/21/2020 3:23 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C25
PLAN AND PROFILE
STA 240+00 TO STA 250+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
60' R
/
W
42" RAW WATER LINE20'PROPOSED 60'
PERMANENT EASEMENT R/W40'60 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
SARA MABRY FREEDMAN
PID 655301198504
DB 978 PG 864
11360 HERRING RD
20'PROPOSED 70'
PERMANENT EASEMENT
50'40'20'SARA MABRY FREEDMAN
PID 655301198504
DB 978 PG 864
11360 HERRING RD
50
50
PROPOSED 60'
PERMANENT EASEMENT
R/W
WETLAND
WETLAND
B-166
EXIST 30' UTILITY
EASEMENT
ATHLETIC FIELD
(BASEBALL)R/W
BARN
SHED
(RUINS)
ATHLETIC FIELD
(PRACTICE AND
STORAGE)
WETLANDR/WPP
PP
FH
WM
PP
PP
WV
42" RAW WATER LINE
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)4' (MIN)HERRING RD (SR #1992)60' R/W (ASPHALT)EXIST 30' UTILITY
EASEMENT
HERRING RD (SR #1992)60' R/W (ASPHALT)EXIST GRADE
1"=40'-0"
40 0 40'20
EXIST UGC
EXIST 6" WM
±7'GRAVEL CONSTRUCTION
ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
4
D2
1:11:1R/WR/WWETLAND B-167
UGEUGEWLPX
X
X
X
X X
X
X
X
XXXX
X
X
X
250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00 259+00
260+00
SFSFSF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFMATCH LINE STA 250+00MATCH LINE STA 260+00440445450455460465470475480480475470
475
480 475470465460455450445440435STA 255+00
AR
450
460
470
480
490
450
460
470
480
490
250+00 251+00 252+00 253+00 254+00 255+00 256+00 257+00 258+00
425
430
440
450
460
425
430
440
450
460
258+00 259+00 260+00ARSTA 255+00PLOT DATE: 5/4/2020 12:12 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C26 Saved by MKARMANOCKY Save date: 4/21/2020 3:27 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C26
PLAN AND PROFILE
STA 250+00 TO STA 260+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
WESLEY E ET AL SMITH
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
51
1"=40'-0"
40 0 40'20
EXIST GRADE EXIST GRADE20'PROPOSED 60'
PERMANENT EASEMENT
40'42" RAW WATER LINE
SARA MABRY FREEDMAN
PID 655301198504
DB 978 PG 864
11360 HERRING RD
50
ATHLETIC FIELD
(PRACTICE AND
STORAGE)
ATHLETIC FIELD
(SOFTBALL)
42" RAW WATER LINE
42" RAW WATER LINE 4' (MIN)WETLAND
B-165
EIP
EIP
WM
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
ATHLETIC FIELD
(PRACTICE AND
STORAGE)4' (MIN)4
D2
260+00
261+00
262+00
263+00
264+00
265+00
266+00 267+00
268+0
0
269+
0
0
270+0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 260+00MATCH LINE STA 270+004454504504454404354304304354404454
4
5 4404454
5
0 4504
4
5
440
445STA 267+20
ARV
STA 261+20
BLOW OFF VALVE435430440
420
430
440
450
460
420
430
440
450
460
260+00 261+00 262+00 263+00 264+00 265+00 266+00 267+00 268+00 269+00 270+00ARVSTA 267+20BLOW OFF VALVESTA 261+20PLOT DATE: 5/4/2020 12:14 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C27 Saved by MKARMANOCKY Save date: 4/21/2020 3:36 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C27
PLAN AND PROFILE
STA 260+00 TO STA 270+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
EXIST GRADE 20'PROPOSED 60'
PERMANENT EASEMENT
40'42" RAW WATER LINE
20'
PROPOSED 60'
PERMANENT EASEMENT
40'
WESLEY E ET AL SMITH
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
51
1"=40'-0"
40 0 40'20
42" RAW WATER LINE 4' (MIN)B-164
EIP
LP
2
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
1
D2
WETLAND
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-12
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
X OHEOHEOHEOHEOHEOHEOHE270+00 271+00 272+00 273+00 274+00 275+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 270+004
2
5
425425430430435435440
440445
445405
410
420
430
440
405
410
420
430
440
270+00 271+00 272+00 273+00 274+00 275+00 276+00 277+00 278+00 279+00 280+0045° AND 22.5° COMBO BENDSTA 275+57ARSTA 278+70WWWWOHEOHEOHCOHEOHEOHEOHEOHCOHCOHCOHCOHEOHEOHE275+00276+00 277+00 278+00 279+00 280+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF SF SF SF SF SF SFSFSFSFSFSFSFMATCH LINE STA 280+00STA 275+57
45° AND 22.5° COMBO BEND
415
415
420
420
425430 430430
STA 278+70
AR
PLOT DATE: 5/4/2020 12:16 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C28 Saved by MKARMANOCKY Save date: 4/22/2020 1:35 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C28
PLAN AND PROFILE
STA 270+00 TO STA 280+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2020'PROPOSED 60'
PERMANENT EASEMENT
40'42" RAW WATER LINE
PP
EXIST 30' UTILITY
EASEMENT
EXIST GRADE
4' (MIN)42" RAW WATER LINE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5GRAV DR
IVE
B-163
4
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
COTTONVILLE RD
(
S
R

#
1
9
1
8
)
60' R/W (ASPHALT)60' R/W10'VARIESPROPOSED PERMANENT
EASEMENT (VARIES)
R/W
B-162
PLAN
1" = 40'
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
EXIST 30' UTILITY
EASEMENT
WESLEY E ET AL SMITH
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
51
WESLEY E ET AL SMITH
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
51
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
B-161
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
R/W
R/W
R/W
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
PP
42" RAW WATER LINE
3' (MIN)STREAM CROSSING S-13
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
ROLLED EROSION CONTROL
MATTING (RECM), TYP
SEE DETAIL C-31-0470/D3
UGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHC280+00
281+00
282+00 283+00 284+00 285+00 286+00
287+00
288+00
289+00 290+00SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF
SFSFSFSFSF
SF
SF
SF
SF
SF SF SF
SF
SFSFSFSFSFSFSFSFSF SF SF SF SF SF SF
SFSFSFSF
SF
SFMATCH LINE STA 280+00MATCH LINE STA 290+00STA 288+87
11.25° BEND
STA 290+01
11.25° BEND
395
39
5
400
405
39
5
40
0
4
0
0
4
0
0405
405410415410
4
1
0
40
0
41
0
41
5
4
2
0
420
420420
395
400
410
420
430
395
400
410
420
430
280+00 281+00 282+00 283+00 284+00 285+00
380
390
400
410
420
380
390
400
410
420
285+00 286+00 287+00 288+00 289+00 290+0011.25° BENDSTA 288+87PLOT DATE: 5/4/2020 2:07 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C29 Saved by MKARMANOCKY Save date: 5/4/2020 2:05 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C29
PLAN AND PROFILE
STA 280+00 TO STA 290+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
B-158
WESLEY E ET AL SMITH
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
52
WALTER E SMITH & LER A KAY
PID 655301096797
DB 1574 PG 21
COTTONVILLE RD
GEORGE C MABRY SR AND HEIRS
PID 654302884696
DB 61 PG 246
COTTONVILLE RD
53
54
EXIST GRADE
EXIST GRADE
COTTONVILLE RD (SR #1918)
60' R/W (ASPHALT)60' R/WR/W
R/W
R/W
R/W
42" RAW WATER LINE
40'20'PROPOSED 60'
PERMANENT EASEMENT
PP
PP
PP
PP
EIP
POND
WETLAND
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
FIELD
EIP
EIP
PP
4' (MIN)4' (MIN)42" RAW WATER LINE
42" RAW WATER LINE
EXIST UGC
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GRAV DRIVESTREAM CROSSING S-14
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
UGCUGCUGCWWWWWWWWWWWWWOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHC290+00 291+00 292+00 293+00 294+00
295+00
296+00297+00
298+00
299+00
300+00
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 290+00MATCH LINE STA 300+00STA 294+01
11.25° BEND
STA 295+43
90° BEND
STA 296+75
90° BEND
3803803853903
9
5
400
3
9
5
390 385380380
385
385
390
395
390
395
360
370
380
390
400
360
370
380
390
400
290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+0011.25° BENDSTA 294+0190° BENDSTA 295+4390° BENDSTA 296+75PLOT DATE: 5/4/2020 1:59 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C30 Saved by MKARMANOCKY Save date: 5/4/2020 1:54 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C30
PLAN AND PROFILE
STA 290+00 TO STA 300+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'203' (MIN)EXIST GRADE
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
70 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
42" RAW WATER LINE
GEORGE C MABRY SR AND HEIRS
PID 654302884696
DB 61 PG 246
COTTONVILLE RD
GEORGE C MABRY SR AND HEIRS
PID 654302884696
DB 61 PG 246
COTTONVILLE RD
GEORGE C MABRY SR AND HEIRS
PID 654302884696
DB 61 PG 246
COTTONVILLE RD
54 54
54
COTTON
V
I
L
L
E

R
D

(
S
R

#
1
9
1
8
)
60' R/W (
A
S
P
H
A
L
T
)40'PROPOSED 60'
PERMANENT EASEMENT20'60' R/W42" RAW WATER LINE HINSON
RD

(SR

#19
39
)60' R
/W

(GRAVE
L
)
60' R/
W
R/W
R/W
R
/W
R
/W
R
/W
R
/W
70 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-157
B-155
B-156
PP
PP
PP PP
WETLAND
PROPOSED TEMPORARY
CONSTRUCTION
EASEMENT (VARIES)
EIP
40'20'PROPOSED 60'
PERMANENT EASEMENT
GRAVEYARD
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
R/W
COTTONV
I
L
L
E

R
D

(
S
R

#
1
9
1
8
)
60' R/W (A
S
P
H
A
L
T
)
EXIST UGC
EXIST 12" WM
±6'COTTONVILLE RD (SR #1918)60' R/W (ASPHALT)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
EXIST UGC
STREAM CROSSING S-15
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/W
HINSON RD (SR #1939)60' R/W (GRAVEL)±7'4' (MIN)1:11:11:11:1R/WR/WR/WR/W
UGCUGCUGCWWWWWWWWWWWWWXXXXX
X
X
X
X XOHC
OHCOHCOHCOHCOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHC300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00
310+00SF SF SF SF SF SF SF SF SF
SF SF
SF SF SF SF SF SF SF SF SF SF SF
SFSFSF SF
SFSFSFSFSFSFSFMATCH LINE STA 300+00MATCH LIN
E

S
T
A

3
1
0
+
0
0
STA 305+41
BLOW OFF VALVE
STA 309+43
90° BEND
STA 304+97
11.25° VERT BEND
STA 306+03
11.25° VERT BEND
3
8
5 38037537
0
37
0 370375
390
385
380
375 380380STA 304+69
11.25° VERT BEND
STA 305+31
11.25° VERT BEND370370STA 304+58
ANTI-SEEP COLLAR
STA 305+28
ANTI-SEEP COLLAR
STA 300+80
AR
350
360
370
380
390
350
360
370
380
390
300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+0011.25° VERT BENDSTA 304+6911.25° VERT BENDSTA 304+9711.25° VERT BENDSTA 305+31BLOW OFF VALVESTA 305+4111.25° VERT BENDSTA 306+0390° BENDSTA 309+4311.25° VERT BENDSTA 309+65ARSTA 300+80ANTI-SEEP COLLARSTA 304+58ANTI-SEEP COLLARSTA 305+28PLOT DATE: 5/6/2020 3:16 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C31 Saved by MKARMANOCKY Save date: 5/5/2020 4:53 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C31
PLAN AND PROFILE
STA 300+00 TO STA 310+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
72 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
20'X20'X11'
RECEIVING PIT
40'X20'X12'
BORING PIT
72 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
40'X20'X12'
BORING PIT
20'X20'X11'
RECEIVING PIT
EXIST GRADE
4' (MIN)42" RAW WATER LINE
GEORGE C MABRY SR AND HEIRS
PID 654302884696
DB 61 PG 246
COTTONVILLE RD
54
55
STEVIE LANE ET AL SMITH
PID 654302689966
DB 162 PG 226
36595 ROCKY RIVER SPRINGS RD
JOHN C WHEELER
PID 654302781523
DB 1635 PG 110
36627 ROCKY RIVER SPRINGS RD
56
GEORGE W. MCCLURE
PID 654302676984
DB 1505 PG 959
36624 ROCKY RIVER SPRINGS RD
58
CARL V TARLTON
PID 654302781112
DB 581 PG 743
8891 COTTONVILLE RD
57ROCKY RIVER SPRINGS RD (SR #1940)60' R/W (ASPHALT)60' R/WR/WPROPOSED 60'
PERMANENT EASEMENT20'
40'
B-152
PP
PP
PP
40'COTTONVILLE

R
D

(
S
R

#
1
9
1
8
)
60' R/W (ASP
H
A
L
T
)
PROPOSED 60'
PERMANENT EASEMENT20'WETLAND
FEMA 100YR
FLOODPLAIN
FEMA 100YR
FLOODPLAIN
RS-154
B-153
EXIST 30' UTILITY
EASEMENT
EIP60' R/WR/W
1
D2
42" RAW WATER LINE
WETLAND
ROCKY RIVERSPRINGS RD(SR #1940)60' R/W (ASPHALT)WV FH
EXIST WATER
SERVICE
±9.5'GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
R/W
4
D2
STREAM CROSSING S-16
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
R/W
R/W R/WR/WR/W3' (MIN)H
A
R
D
Y

C
R
E
E
K
HARDY CREEKR/WR/W3' (MIN)1:11:1
UGCUGCWWWWWWWWWWWWWWWWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X XXXXXXXXXXXXXX
X
X
X
X XXXXXXXXXXXXXX
X
X XXXXXXXXXXXXXXOHEOHEOHEOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE310+00
311+00
312+
0
0
313+
0
0
314+0
0
315+00 316+00
317+00
318+
0
0
319
+
0
0 320+00
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
MATCH LINE STA 310+00MATCH
L
INE

STA

3
2
0
+
0
0
410
405
405
400
395 400405410415420420425370
380
390
400
410
370
380
390
400
410
310+00 311+00 312+00 313+00 314+00 315+00
390
400
410
420
430
390
400
410
420
430
315+00 316+00 317+00 318+00 319+00 320+0011.25° VERT BENDSTA 310+82PLOT DATE: 5/6/2020 2:47 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C32 Saved by GFLOYD Save date: 5/5/2020 3:41 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C32
PLAN AND PROFILE
STA 310+00 TO STA 320+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
GEORGE W. MCCLURE
PID 654302676984
DB 1505 PG 959
36624 ROCKY RIVER SPRINGS RD
WALTER E SMITH & LER A KAY
PID 654302681121
DB 1574 PG 26
ROCKY RIVER SPRINGS RD58
59
ROC
K
Y

R
I
V
E
R

S
P
R
I
N
G
S

R
D

(
S
R

#
1
9
4
0
)
60' R
/
W

(
A
S
P
H
A
L
T
)60' R/WPROPOSED 60'
PERMANENT EASEMENT
20'40'(VARIES)EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
R/W
R/W
PROPOSED 60'
PERMANENT EASEMENT
2
0
'
4
0
'
JOHN C WHEELER
PID 654302781523
DB 1635 PG 110
36627 ROCKY RIVER SPRINGS RD
56
PP
PP
PP
PP
PP
EIP
B-151
4' (MIN)4' (MIN)EXIST GRADE
EXIST GRADE
42" RAW WATER LINE
42" RAW WATER LINE
EIP
WM
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GRAV
D
RI
V
E
GRAV D
R
I
V
E
CONC DRIVEPP
R/W
WM
R/W
3' (MIN)
UGCUGCUGCWWWWWWWWWWWWWWX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXX
XXXXOHCOHCOHEOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHCOHC320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00
330+00331+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSF
SFSF SFSFSFSFSFSFSFSFSFSTA 329+36
90° BEND
STA 330+81
90° BEND
4
3
0
430
425
425
41
5
420425
430
430425420
425420
STA 322+10
AR415420
400
410
420
430
440
400
410
420
430
440
320+00 321+00 322+00 323+00 324+00 325+00 326+00 327+00 328+00 329+00 330+00 331+0090° BENDSTA 329+3690° BENDSTA 330+81ARSTA 322+10PLOT DATE: 5/6/2020 2:49 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C33 Saved by GFLOYD Save date: 5/5/2020 4:49 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C33
PLAN AND PROFILE
STA 320+00 TO STA 331+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
42" RAW WATER LINE 4' (MIN)EXIST GRADE
70 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X12'
BORING PIT
20'X20'X14'
RECEIVING PIT
70 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X12'
BORING PIT
20'X20'X14'
RECEIVING PIT
PP
PP
PP
PP
EIP
WALTER E SMITH & LER A KAY
PID 654302681121
DB 1574 PG 26
ROCKY RIVER SPRINGS RD
59
PROPOSED 60'
PERMANENT EASEMENT
20'ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)60' R/WPOND
POND
EXIST 30' UTILITY
EASEMENT
40'40'
B-150
JULIE SIMPSON STIPE
PID 654302670588
DB 1494 PG 1014
36482 ROCKY RIVER SPRINGS RD
WALTER E. SMITH & LER A KAY
PID 654302574910
DB 1574 PG 26
ROCKY RIVER SPRINGS RD
59A 60
EXIST WATER
SERVICE
EXIST UGC
EIPR/W
R/W R/W
R/W
±7'ROCKY RIVER SPRINGS RD (SR #1940)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4
D2
3' (MIN)R/WR/WMATCHLINESTA 331+00MATCHLINESTA 320+00PP
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUG
C
WWWWWWWWWWWWWWWWX X X X X X X X
X
X
X
X
XX
XXXXXX X X X X X X X X X
FLAG POLEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHE330+00331+00 332+00 333+00 334+00 335+00 336+00 337+00
338+00
339+00 340+00
SF
SFSFSF
SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSTA 337+30
11.25° BEND
STA 338+58
11.25° BEND
450
445
440 4354404
4
0
445
440
445440STA 337+70
ARV
420
430
440
450
460
420
430
440
450
460
331+00 332+00 333+00 334+00 335+00 336+00 337+00 338+00 339+00 340+0011.25° BENDSTA 338+5811.25° BENDSTA 337+30ARVSTA 337+7011.25° VERT BENDSTA 339+4111.25° VERT BENDSTA 339+8711.25° VERT BENDSTA 339+87PLOT DATE: 5/6/2020 2:51 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C34 Saved by GFLOYD Save date: 5/5/2020 5:05 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C34
PLAN AND PROFILE
STA 331+00 TO STA 340+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE 4' (MIN)EXIST GRADE
ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)60' R/W42" RAW WATER LINE
R/W
R/W
R/W
R/W
PROPOSED PERMANENT
EASEMENT (VARIES)
EXIST 30' UTILITY
EASEMENT
PROPOSED 30'
PERMANENT EASEMENT40'VARIESEXIST 30' UTILITY
EASEMENT
PROPOSED 50' TEMPORARY
CONSTRUCTION EASEMENT
EXIST 30' UTILITY
EASEMENTEXIST 30' UTILITY
EASEMENT
EIP
EIP
EIP
PP
PP
PP
PP
MARVIN CECIL SMITH
PID 654301499086
DB 1535 PG 229
ROCKY RIVER SPRINGS RD
RUTH KENDALL HUIET
PID 654301381908
DB 229 PG 148
ROCKY RIVER SPRINGS RD
MARVIN CECIL SMITH
PID 654301486512
DB 232 PG 485
36429 ROCKY RIVER SPRINGS RD
61
62
63
WALTER E. SMITH & LER A KAY
PID 654302574910
DB 1574 PG 26
ROCKY RIVER SPRINGS RD
60
WMFH
MB
WM
WMMBMB
MB
GRAV DR
IVE
2
D2
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
CONC DR
IVEGRAV DRIVE3' (MIN)MATCHLINESTA 340+00MATCHLINESTA 3310+00
UGCUGC
UGCUGCWWWWWWWWWWWWWWWWWXX X X X X X X X X X X X X X X X X X
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00
SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF
SFSFSF SFSFSFMATCH LINE STA 340+00MATCH LINE STA 350+00440430435445
440
435 430425430435STA 348+00
AR
STA 341+54
ANTI-SEEP COLLAR
410
420
430
440
450
410
420
430
440
450
340+00 341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 350+00ARSTA 348+00ANTI-SEEP COLLARSTA 340+29ANTI-SEEP COLLARSTA 341+54PLOT DATE: 5/6/2020 2:53 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C35 Saved by MKARMANOCKY Save date: 5/5/2020 10:00 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C35
PLAN AND PROFILE
STA 340+00 TO STA 350+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
63
RUTH KENDALL HUIET
PID 654301381908
DB 229 PG 148
ROCKY RIVER SPRINGS RD
TERRY D. EUDY
PID 654301387499
DB 576 PG 623
36353 ROCKY RIVER SPRINGS RD
RUTH KENDALL HUIET
PID 654301381908
DB 229 PG 148
ROCKY RIVER SPRINGS RD
64 65
ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)60' R/W40'PROPOSED 60'
PERMANENT EASEMENT20'42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
PP
PP
EIP
EXIST GRADE
4' (MIN)42" RAW WATER LINE
WMR/W
B-149
GRAV DRIVEGRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4
D2
R/W
WM
PROPOSED 50' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-17
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/W
R/W
3' (MIN)POND
EIP
WETLAND
WSE=435.50
(JANUARY 8, 2020)
POND
WWWWWWWWWWWWWWWXXXX
X X X X
X X X X X X X X X X
X
X X X X X X X OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00
SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 350+00MATCH LINE STA 360+004354
4
0
430 430425
435440
4
3
5 4304404354304254204154254
2
0
STA 354+80
AR
410
420
430
440
450
410
420
430
440
450
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 357+50
400
410
420
430
440
400
410
420
430
440
357+50 358+00 359+00 360+00ARSTA 354+80PLOT DATE: 5/6/2020 2:55 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C36 Saved by GFLOYD Save date: 5/5/2020 5:19 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C36
PLAN AND PROFILE
STA 350+00 TO STA 360+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
42" RAW WATER LINE
ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)40'PROPOSED 60'
PERMANENT EASEMENT20'42" RAW WATER LINE
WETLAND
WELL
FUEL PUMP AND ABOVE
GROUND DIESEL TANKS/DRUMS
GRAIN SILOS
EXIST 30' UTILITY
EASEMENT
PP
PP
PP
R/W
R/W
RUTH KENDALL HUIET
PID 654301381908
DB 229 PG 148
ROCKY RIVER SPRINGS RD
65
RUTH KENDALL HUIET
PID 654301381908
DB 229 PG 148
ROCKY RIVER SPRINGS RD
65
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST GRADE
42" RAW WATER LINE4' (MIN)4' (MIN)60' R/WGRAV DRIVEGRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4
D2
WWWWWUGCUGCUGCUGCUGCUGCUGC
UGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC UGC WWWWWWWWWWWTTTTX X X X X X X X X X X
XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 370+00
SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 360+00MATCH LINE STA 370+00STA 365+86
BLOW OFF VALVE
420415410405410415420420415410410
405
400
400
405410415430
425
420
415
410 STA 369+90
ARVSTA 367+56
11.25° VERT BENDSTA 362+30
AR
STA 365+54
ANTI-SEEP COLLAR
STA 360+52
ANTI-SEEP COLLAR
11.25° VERT BENDSTA 367+56385
390
400
410
420
385
390
400
410
420
360+00 361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00
395
400
410
420
430
395
400
410
420
430
368+00 369+00 370+00BLOW OFF VALVESTA 365+86ARVSTA 369+90ARSTA 362+30ANTI-SEEP COLLARSTA 365+54ANTI-SEEP COLLARSTA 360+52PLOT DATE: 5/6/2020 2:56 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C37 Saved by MKARMANOCKY Save date: 5/6/2020 2:07 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C37
PLAN AND PROFILE
STA 360+00 TO STA 370+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)60' R/WEDDINS-POPLIN RD (SR #1941)(ASPHALT)SOUTHERN RD (SR #1995)40' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST 30' UTILITY
EASEMENT
RUTH KENDALL HUIET
PID 654301280384
DB 241 PG 171
ROCKY RIVER SPRINGS RD
FRANCES SCARBORO
PID 654301175999
DB 1220 PG 598
10867 SOUTHERN RD
66
67
FH
PP
PP
EIP
EIP
42" RAW WATER LINE 60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
WETLAND
R/W
R/W
R/W
R/W
R/WR/WR/WR/WTEL PED, TYP
B-147
B-146
4' (MIN)EXIST GRADE
42" RAW WATER LINE
1
D2
EXIST 30' UTILITY
EASEMENT
60 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST GRADE
42" RAW WATER LINE4' (MIN)WV
PP
WV
GRAV DRIVESOUTHERN RD (SR #1995)40' R/W (ASPHALT)±7'2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
SEPTIC
FIELD
WETLAND
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
PP
WETLAND
EXIST UGC
EXIST UGC
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT15'PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT15'STREAM CROSSING S-18
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)4
D2
R/WR/W1:11:1WETLAND
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGC
UGC
UGC
UGC
UGC
UGCWWWWWWWWWWWWWWWTTWWWXXXXXXXXX
X
XXXXXXX
X X X X X X X X X
X
X
X
X
X
X
X
X
XXXXXXXXXWO
H
E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEPPSD370+00
371+00
372+00
373+00
374+00
375+00
376+00 377+00
378+00
379+00
380+00
SF SF SF SF SF SF SF SF SF SF
SF SF SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
SFSF
SFSFMATCH LINE STA 370+00MATCH LINE STA 380+00STA 372+70
BLOW OFF VALVE
STA 376+39
11.25° BEND
STA 373+76
VERT BEND
STA 374+26
VERT BEND
STA 375+38
11.25° VERT BEND
4104054004
0
0 395405400395395395400405410415420425415
420
42
5
405425
430435435430420425STA 378+30
AR
400
410
420
430
440
400
410
420
430
440
370+00 371+00
385
390
400
410
420
385
390
400
410
420
371+00 372+00 373+00 374+00 375+00
400
410
420
430
440
400
410
420
430
440
375+00 376+00 377+00 378+00 379+00 380+0011.25° VERT BENDSTA 375+3811.25° BENDSTA 376+39VERT BENDSTA 374+26BLOW OFF VALVESTA 372+70VERT BENDSTA 373+76ARSTA 378+3011.25° VERT BENDSTA 370+37PLOT DATE: 5/6/2020 2:58 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C38 Saved by MKARMANOCKY Save date: 5/6/2020 7:30 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C38
PLAN AND PROFILE
STA 370+00 TO STA 380+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
ROCKY RIVER SPRINGS RD (
S
R

#
1
9
4
0
)
60' R/W (ASPHALT)40'PROPOSED 60' PERMANENT
EASEMENT20'PROPOSED 60'
PERMANENT EASEMENT
PP
CORRAL
SLAUGHTER
HOUSE
MB (3)
WELL
1
D2
EXIST 30' UTILITY
EASEMENT
40'20'CONRAD LEE SCARBORO
PID 654301088241
DB 370 PG 911
10867 SOUTHERN RD
ZAFER & RABIA KAFOZI
PID 654301078568
DB 1100 PG 313
36117 ROCKY RIVER SPRINGS RD
PAMELA P SMITH
PID 653302985442
DB 586 PG 374
ROCKY RIVER SPRINGS RD
68 69 70
PP
PP
PP
TEL PED, TYP
R/W
R/W
R/W
R/W
4' (MIN)42" RAW WATER LINE
42" RAW WATER LINE 4' (MIN)EXIST GRADE
WM
WM
60' R/WEXIST 30' UTILITY
EASEMENT
GARY D SMITH
PID 654301073560
DB 736 PG 71
36071 ROCKY RIVER SPRINGS RD
71
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV LOT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
B-145 STREAM CROSSING S-20
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
EXIST GRADE
EXIST GRADE
42" RAW WATER LINE 4' (MIN)3' (MIN)3' (MIN)STREAM CROSSING S-19
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
4
D2
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWTTWWWX
X
X
X
X
XXXXXXXX
X
X
X
X
X
XOHEOHEOHE380+
0
0
381+
0
0
382+
0
0
383+
0
0
384+
0
0
385+
0
0
386+00 387+00
388+00
389+00
390+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 380+00MATCH LINE STA 390+00435 440445450
445
425
430
435
440
440
4504
5
0
4
5
5
STA 387+10
AR
415
420
430
440
450
415
420
430
440
450
380+00 381+00 382+00 383+00 384+00 385+00 386+00 387+00 388+00 389+00 390+00ARSTA 387+10PLOT DATE: 5/6/2020 3:00 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C39 Saved by GFLOYD Save date: 5/6/2020 10:48 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C39
PLAN AND PROFILE
STA 380+00 TO STA 390+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE
LAUREN SUZANNE POPLIN
PID 653302979450
DB 1430 PG 38
ROCKY RIVER SPRINGS RD
DERRICK L ALMOND
PID 653302977450
DB 1562 PG 713
36021 ROCKY RIVER SPRINGS RD
GARY D. SMITH
PID 653302973767
DB 1213 PG 932
36071 ROCKY RIVER SPRINGS RD
72 73 74
42" RAW WATER LINE40'PROPOSED 60'
PERMANENT EASEMENT 20'ROC
K
Y

R
I
V
E
R

S
P
R
I
N
G
S

R
D

(
S
R

#
1
9
4
0
)
60' R/
W

(
A
S
P
H
A
L
T
)60' R/WWETLAND
EXIST 30' UTILITY
EASEMENT
R/W
R/W
PP
WM
EIP
EIP
EIP
FH
MB
B-144
TEL PED, TYP
GRAV DRIVEG
R
A
V

D
R
I
V
E
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
EXIST UGC
4' (MIN)R/W
R/W
4
D2
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWWFOTTTTTWWWWX X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00SFSFSFSFSFSFSFSFSF
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF
SF SF SF
SF
SF
SFMATCH LINE STA 390+00MATCH LINE STA 400+004
4
0
440445450450
455
4604454
5
0
4
5
5
460
46
5
460455 460
STA 397+52
ANTI-SEEP COLLAR
4
5
0 445440
4
5
5
425
430
440
450
460
425
430
440
450
460
390+00 391+00 392+00 393+00 394+00 395+00 396+00 397+00 398+00 399+00 400+00ANTI-SEEP COLLARSTA 391+27ANTI-SEEP COLLARSTA 390+97ANTI-SEEP COLLARSTA 397+52PLOT DATE: 5/6/2020 3:02 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C40 Saved by GFLOYD Save date: 5/6/2020 10:54 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C40
PLAN AND PROFILE
STA 390+00 TO STA 400+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT20'ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)60' R/WR/W
R/W
R/W
B-143
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
EIP
EIP
EIPEIP
MBMB
TEL PED, TYP
WM
WM
WM
EIP
PP
PP
PP
WETLAND
GARY D. SMITH
PID 653302973767
DB 1213 PG 932
36071 ROCKY RIVER SPRINGS RD
74
BARRY E. MC SWAIN
PID 653302769920
DB 1148 PG 321
ROCKY RIVER SPRINGS RD
75
4' (MIN)42" RAW WATER LINE
EXIST GRADE VARIESGRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3 GRAV DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVECONC DRIVER/W
STREAM CROSSING S-21
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-22
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)WM
EIP
MB
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWFOTTX
X
X XOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE400+00
401+00
402+00
403+00 404+00405+00406+00
407+00
408+00
409+00
410+00
SF
SF SFSFSFSF
SF
SFSFSFSFSFSFSFSFSFSFSFSF SF SF SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SFSF
SF
SF SFMATCH LINE STA 400+00MATCH LINE STA 410+00STA 405+14
90° BEND
STA 403+60
90° BEND
STA 403+26
11.25° BEND
STA 406+20
11.25° BEND
465470475480485
480
475460460
4
6
5 470485
480
475
485
STA 403+17
VERT BEND
STA 403+50
AR465470465
45° VERT BENDSTA 403+73445
450
460
470
480
445
450
460
470
480
400+00 401+00 402+00 403+00 404+00 405+00 406+00 407+00 408+00 409+00 410+0011.25° BENDSTA 403+2690° BENDSTA 403+6090° BENDSTA 405+14ARSTA 403+50VERT BENDSTA 403+1711.25° BENDSTA 406+20PLOT DATE: 5/6/2020 3:04 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C41 Saved by MKARMANOCKY Save date: 5/6/2020 7:42 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C41
PLAN AND PROFILE
STA 400+00 TO STA 410+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 50' PERMANENT
EASEMENT 60' R/WR/W
ROCKY RI
V
E
R

S
P
R
I
N
G
S

R
D

(
S
R

#
1
9
4
0
)
60' R/W (A
S
P
H
A
L
T
)40'WETLAND
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)10'40'X20'X11'
BORING PIT
20'X20'X24'
RECEIVING PIT
EXIST 30' UTILITY
EASEMENT
WETLAND
PROPOSED 60'
PERMANENT EASEMENT
40'20'EXIST 30' UTILITY
EASEMENT
PP
PP
PP
PP
SCOTT B. BAILEY
PID 653302861357
DB 695 PG 211
34763 ROCKY RIVER SPRINGS RD
76
B-142
FH
TEL PED, TYP
GWENDOLYN MABRY ET ALS DONNER
PID 653302852070
DB 573 PG 23
ROCKY RIVER SPRINGS RD
77
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
40'X20'X11'
BORING PIT20'X20'X24'
RECEIVING PIT 4' (MIN)3' (MIN)EXIST GRADE
42" RAW WATER LINE
42" RAW WATER LINE
GRAV DRIVEEXIST UGC
EXIST WATERROCKY RIVERSPRINGS RD(SR #1940)60' R/W (ASPHALT)±13'GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
R/W
R/W
R/W
B-142A
PP
EXIST 30' UTILITY
EASEMENT
STREAM CROSSING S-23
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
4
D2
1:11:1R/WR/W
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00419+00 420+00
SF SF SF SFSFSFSFSF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 410+00MATCH LINE STA 420+00STA 417+56
90° BEND
STA 418+85
90° BEND
480
485 490
49049550049590° BENDSTA 417+56465
470
480
490
500
465
470
480
490
500
410+00 411+00 412+00 413+00 414+00 415+00 416+00 417+00 418+00 419+00 420+0090° BENDSTA 418+85PLOT DATE: 5/6/2020 3:06 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C42 Saved by GFLOYD Save date: 5/6/2020 11:06 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C42
PLAN AND PROFILE
STA 410+00 TO STA 420+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
ROCKY RIVER SPRINGS RD (SR #1940)
60' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT
60' R/W40'WETLAND
B-141
EXIST 30' UTILITY
EASEMENT
PP
PP20'PROPOSED 60'
PERMANENT EASEMENT
40'20'EIP
EIP
4' (MIN)EXIST GRADE
42" RAW WATER LINE
GWENDOLYN MABRY ET ALS DONNER
PID 653302852070
DB 573 PG 23
ROCKY RIVER SPRINGS RD
77
R/W
R/W
R/W
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4
2
0
+
0
0
4
2
1+
0
0
4
2
2
+
0
0
423+00
424+00
425+00
426+00
427+00
428+00
429+00
430+00SFSFSFSFSFSFSF
SFSF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
MAT
C
H
LI
N
E
S
T
A 420
+0
0
MATCH LINE STA 430+00STA 422+72
45° AND 11.25° COMBO BEND
505
500
495
510 505500495
5
0
0
505
510
480
490
500
510
520
480
490
500
510
520
420+00 421+00 422+00 423+00 424+00 425+00 426+00 427+00 428+00 429+00 430+0045° AND 11.25° COMBO BENDSTA 422+72PLOT DATE: 5/6/2020 3:08 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C43 Saved by GFLOYD Save date: 5/6/2020 11:18 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C43
PLAN AND PROFILE
STA 420+00 TO STA 430+00
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
WETLAND
B-140
GWENDOLYN MABRY ET ALS DONNER
PID 653302852070
DB 573 PG 23
ROCKY RIVER SPRINGS RD
77
RALPH LEE MCSWAIN
PID 653302654344
DB 320 PG 503
34115 REHOBETH CHURCH RD
78
PROPOSED 60'
PERMANENT EASEMENT20'40'PROPOSED 60'
PERMANENT EASEMENT 20'40'EIP
EIP
EIP
EIP
WETLAND
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'3' (MIN)EXIST GRADE
42" RAW WATER LINE
PLAN
1" = 40'
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
490
500
510
520
530
490
500
510
520
530
430+00 431+00 432+00 433+00 434+00 435+00 436+00 437+00 438+00 439+00 440+0090° BENDSTA 434+0345° AND 11.25° COMBO BENDSTA 431+37UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCOHEOHEOHEOHEOHE436+00
437+00
438+00
439+00
440+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 440+00515
520
5
1
0
510
515
52052050
5
UGCUGCUGCUGCUGCOHE
OHE OHEOHEOHEOHE430+00431+00432+00 433+00 434+00
435+00436+00SFSFSFSFSFSF SF SF SF SF SF
SFSFSFSFSFSFSFMAT
C
H
LI
N
E
S
T
A
4
3
0
+
0
0
STA 434+03
90° BEND505
5105
1
0
515
STA 431+37
45° AND 11.25° COMBO BEND
PLOT DATE: 5/6/2020 7:38 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C44 Saved by MKARMANOCKY Save date: 5/6/2020 7:02 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C44
PLAN AND PROFILE
STA 430+00 TO STA 440+00
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'204' (MIN)EXIST GRADE
42" RAW WATER LINE 40'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
EIP
CAROLYN D. COOK
PID 653304647312
DB 1603 PG 505
PLANK RD
79
PP
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV DRIVEGRAV DR
I
V
E
WETLAND
EXIST
30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
RALPH LEE MCSWAIN
PID 653302654344
DB 320 PG 503
34115 REHOBETH CHURCH RD
78
EIP
EIP
EIP
EIP
PP
PP
PP
B-139
40'PROPOSED 60'
PERMANENT EASEMENT
20'FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PLAN
1" = 40'
PLAN
1" = 40'
42" RAW WATER LINE
MATCHLINEMATCHLINEMATCHLINE MATCHLINEREHOBETH CHURCH RD(GRAVEL)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
U
G
C
U
G
C
UGCUGCU
G
C
U
G
C
U
G
C
UGCUGCUGCUGCUGCUGC
UG
C
UGC
UGCWWWWWWWOHEOHEOHEOHEOHEOHE440+00
441+00
442+00
443+00
444+00
445+00
446+00
447+00
448+00
449+00 450+00
SF
SF
SF
SF
SF
SF
SF
SF
SF S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 440+00MATCH LINE STA 450+005255
2
5
515510510520525
520 515525
STA 442+20
AR
STA 449+00
ANTI-SEEP COLLAR
500
510
520
530
540
500
510
520
530
540
440+00 441+00 442+00 443+00 444+00 445+00 446+00 447+00 448+00 449+00 450+00ARSTA 442+20ANTI-SEEP COLLARSTA 449+00PLOT DATE: 5/6/2020 7:39 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C45 Saved by MKARMANOCKY Save date: 5/6/2020 7:14 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C45
PLAN AND PROFILE
STA 440+00 TO STA 450+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
WETLAND
CAROLYN D. COOK
PID 653304647312
DB 1603 PG 505
PLANK RD
79
GROVENE H. DRY
PID 653304538857
DB 312 PG 491
8613 PLANK RD
JOHN D. BILES
PID 653304528850
DB 338 PG 667
8241 OLD DAVIS RD
80
81
PROPOSED 60'
PERMANENT EASEMENT
20'
P
L
A
N
K

R
D

(
S
R

#
1
9
3
5
)
6
0
'

R
/W

(
A
S
P
H
A
L
T
)60' R/W 40'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
EXIST 30' UTILITY
EASEMENT
40'
20'X20'X9'
RECEIVING PIT
40'X20'X10'
BORING PIT
PP
PP
PP
80 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X10'
BORING PIT
20'X20'X9'
RECEIVING PIT
42" RAW WATER LINE
EXIST GRADE
4' (MIN)R
/
W
R
/
W
R
/
W
R
/
W
WETLAND
B-138
B-137 WM (3)
PP
EIP
EXIST UGC
EXIST UGC
EXIST 8" WM
8'±PLANK RD (SR #1935)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
R/WR/W4
D2
1:11:1
XXXXXXXXXXXXXXXXXXXXXXXXXX
X
OHEOHEOHEOHEOHEOHEOHEOHEOHE450+00
451+00
452+00
453+00 454+00 455+00 456+00
457+00
458+00
459+00
460+00
SF SF SF SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SFMATCH LINE STA 450+00MATCH LINE STA 460+00520525530535545550555560565570545550555560565540515 515510510520525530535540545550490
500
510
520
530
490
500
510
520
530
450+00 451+00 452+00 453+00 454+00 455+00
515
520
530
540
550
515
520
530
540
550
455+00 456+00 457+00 458+00
540
550
560
570
580
540
550
560
570
580
458+00 459+00 460+00ANTI-SEEP COLLARSTA 450+74PLOT DATE: 5/6/2020 7:41 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C46 Saved by MKARMANOCKY Save date: 5/6/2020 7:33 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C46
PLAN AND PROFILE
STA 450+00 TO STA 460+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
WETLAND
B-13520'JOHN D. BILES
PID 653304528850
DB 338 PG 667
8241 OLD DAVIS RD
81
ARYN FLOYD
PID 653303446437
DB 1553 PG 659
ROCKY RIVER SPRINGS RD
82
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
4' (MIN)PP
PP
EIP
EIP
JOSEPH GWYNN GADDY
PID 653303430274
DB 1178 PG 959
34316 ROCKY RIVER SPRINGS RD
85
4' (MIN)4' (MIN)42" RAW WATER LINE
EXIST GRADE
WETLAND
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCU
G
CUGC UGC
UGC
UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXX
X X X XXXXXXXXXXOHEOHE460+00 461+00 462+00
463+00
464+00
465+00 466+00
467+00
468+00
469+00
470+00
SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF
SF SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SFMATCH LINE STA 460+00MATCH LINE STA 470+00565560555550545540535530525520515510505500495490
485480485490495500505510560555550545540535530525520515
510
565 570STA 460+70
ARV
540
550
560
570
580
540
550
560
570
580
460+00 461+00 462+00 463+00
515
520
530
540
550
515
520
530
540
550
463+00 464+00 465+00
490
500
510
520
530
490
500
510
520
530
465+00 466+00 467+00 468+00
470
480
490
500
510
470
480
490
500
510
468+00 469+00 470+00ARVSTA 460+70ARVSTA 460+70PLOT DATE: 5/8/2020 3:01 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C47 Saved by MKARMANOCKY Save date: 5/8/2020 2:57 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C47
PLAN AND PROFILE
STA 460+00 TO STA 470+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4' (MIN)4' (MIN)4' (MIN)ROBERT W. SIMPSON
PID 653303441361
DB 545 PG 116
ROCKY RIVER SPRINGS RD
ROBERT D SR & PATSY L MABRY
PID653303349540
DB 1334 PG 942
34416 ROCKY RIVER SPRINGS RD
JOSEPH GWYNN GADDY
PID 653303430274
DB 1178 PG 959
34316 ROCKY RIVER SPRINGS RD
MARY SIMPSON GATHINGS
PID 653303343199
DB 512 PG 36
ROCKY RIVER SPRINGS RD
83 84
86
85
EIP
EIP
EIP
EIP
EIP
EIP 40'PROPOSED 60'
PERMANENT EASEMENT 20'42" RAW WATER LINE
40'PROPOSED 60'
PERMANENT EASEMENT20'B-135
RESIDENTIAL WATER LINE
THIS AREA (NOT LOCATED)
EXIST 30' UTILITY
EASEMENT
PP
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV DRIVE
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
2
D2
EXIST UGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCU
G
C
U
G
C
UGCUGCUGCWWWWWWWWW
WOHEOHEOHEOHEOHEOHE47
0
+
0
0
4
7
1
+
0
0
472+00473+00474+0047
5
+
0
0
47
6
+
0
0
47
7
+
0
0
47
8
+
0
0
47
9
+
0
0
48
0
+
0
0
S
F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
SFSFS
F
SF
SF
SF
SF
MATCH LINE STA 470+00MATCH LINE STA 480+00STA 474+65
STA 471+72
475
480
47
0
475
4
6
5
4
7
0
4
7
5
475465480480
485490495
480485
470
4
6
5
STA 478+43
AR
STA 470+40
455
460
470
480
490
455
460
470
480
490
470+00 471+00 472+00 473+00 474+00 475+00 476+00 477+00 478+00 479+00 480+00STA 474+65ARSTA 478+43STA 470+40STA 471+72PLOT DATE: 5/8/2020 11:20 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C48 Saved by MKARMANOCKY Save date: 5/8/2020 11:09 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION
YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C48
PLAN AND PROFILE
STA 470+00 TO STA 480+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
MARY SIMPSON GATHINGS
PID 653303343199
DB 512 PG 36
ROCKY RIVER SPRINGS RD
JACK R. SIMPSON
PID 653303331121
DB 389 PG 107
34184 ROCKY RIVER SPRINGS RD
MICHAEL TODD FOREMAN
PID 653303248252
DB 1636 PG 646
ROCKY RIVER SPRINGS RD
86
87
88
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
42" RAW WATER LINE
EXIST GRADE
4' (MIN)ROCKY RIVER SPRINGS RD (SR #1945)60' R/W (ASPHALT)40'PROPOSED 60'
PERMANENT EASEMENT 20'42" RAW WATER LINE
6
0
'

R
/W
WETLAND
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-133
B-134
EXIST 30'
UTILITY EASEMENT
4
0
'
PROPOSED 60'
PERMANENT EASEMENT
2
0
'
PP
PP
EXIST 30'
UTILITY EASEMENT
EIP
EIP EIP
EIP
WM
FH
EIP
WM
EIP
EIP
ROCKY RIVER SPRINGS RD(SR #1945)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3CONC DRIVE1:11:1R/WR/W4
D2
EXIST
UGE (2)
EXIST 6" WM
UGCUGCUGCUGCUGCUGCWWWWWT480+00 481+00 482+00 483+00 484+00 485+00 486+00 487+00 488+00 489+00 490+00
SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF
SFSFSFSFSFSF
SF SF SFSFSFSFSFSFSFSFSFMATCH LINE STA 480+00MATCH LINE STA 490+00475 440
435
430
425
420
415
410430435440445450455460465470
475
4304354404454504554604654
7
0
430
425
420
415
STA 488+48
STA 488+13
STA 489+64
BLOW OFF VALVE
STA 487+50
AR
STA 488+13STA 488+48440
450
460
470
480
440
450
460
470
480
480+00 481+00 482+00
420
430
440
450
460
420
430
440
450
460
482+00 483+00 484+00 485+00
395
400
410
420
430
395
400
410
420
430
485+00 486+00 487+00 488+00 489+00 490+00BLOW OFF VALVESTA 489+64STA 485+70ARSTA 487+50PLOT DATE: 5/8/2020 11:22 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C49 Saved by GFLOYD Save date: 5/6/2020 3:59 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C49
PLAN AND PROFILE
STA 480+00 TO STA 490+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
WETLAND
WETLAND
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST 30' UTILITY
EASEMENT
B-130
B-131B-132
EIPEIP
EIP
PP
PP R/WR/WR/WR/WTEL
PED,
TYP
JACK R. SIMPSON
PID 653303331121
DB 389 PG 107
34184 ROCKY RIVER SPRINGS RD
88
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4' (MIN)STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST GRADE
42" RAW WATER LINE ROCKY RIVER SPRINGS RD (SR #1945)60' R/W (ASPHALT)EXIST 6" WM
EXIST UGCROCKY RIVER SPRINGS RD(SR #1945)60' R/W (ASPHALT)1
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4
D2
42" RAW WATER LINE
EXIST GRADE
4' (MIN)R/WR/W1:11:1
X XXXXX X X X
490+00 491+00 492+00 493+00 494+00 495+00 496+00 497+00 498+00 499+00 500+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSF
SFSFSF SF SF SF SF SF SFMATCH LINE STA 490+00MATCH LINE STA 500+00425430435440445450455460465470475480485490495430
425
420
415
415
420
425
410
410405 470475480425430
435440
445
450465460455
STA 492+69
ANTI-SEEP COLLAR
STA 500+00
ARV
390
400
410
420
430
390
400
410
420
430
490+00 491+00 492+00 493+00 494+00
415
420
430
440
450
415
420
430
440
450
494+00 495+00 496+00
440
450
460
470
480
440
450
460
470
480
496+00 497+00 498+00
460
470
480
490
500
460
470
480
490
500
498+00 499+00 500+00ANTI-SEEP COLLARSTA 492+69ARVSTA 500+00PLOT DATE: 5/8/2020 11:24 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C50 Saved by GFLOYD Save date: 5/6/2020 4:14 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C50
PLAN AND PROFILE
STA 490+00 TO STA 500+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
WETLAND
WETLAND
B-129
JACK R. SIMPSON
PID 653303331121
DB 389 PG 107
34184 ROCKY RIVER SPRINGS RD
88
40'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4' (MIN)4' (MIN)4' (MIN)TODD M SCHAD AND ET AL
PID 653201190214
DB 1657 PG 748
BURNS RD
89
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
WOVEN WIRE FENCE, TYP
SEE DETAIL 3/D4GRAV DRIVE
2
D2
XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X
XXX X X X X X
XXXXXXXX500+00
501+00
502+00
503+00
504+00 505+00 506+00
507+00
508+00
509+00
510+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 500+00MATCH LINE STA 510+003
8
5
3
9
0
395400405410415420425430435440445450455460465470475480485490380375370390395400405410415420425430435440445450455460465470475480485490365370375380385390
495STA 500+00
ARV
460
470
480
490
500
460
470
480
490
500
500+00 501+00 502+00
435
440
450
460
470
435
440
450
460
470
502+00 503+00 504+00
405
410
420
430
440
405
410
420
430
440
504+00 505+00 505+50
380
390
400
410
420
380
390
400
410
420
505+50 506+00 507+00 508+00
350
360
370
380
390
350
360
370
380
390
508+00 509+00 510+00ARVSTA 500+00PLOT DATE: 5/8/2020 11:25 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C51 Saved by GFLOYD Save date: 5/6/2020 4:23 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION
YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C51
PLAN AND PROFILE
STA 500+00 TO STA 510+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
40'PROPOSED 60'
PERMANENT EASEMENT
20'B-128
TODD M SCHAD AND ET AL
PID 653201190214
DB 1657 PG 748
BURNS RD
89
LOGGING TRUCK ACCESS POINT
(45' WIDE OPENING IN FENCE)
EIP
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
2
D2
4' (MIN)4' (MIN)4' (MIN)4' (MIN)4' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
WOVEN WIRE FENCE, TYP
SEE DETAIL 3/D4
STEEL CASING
t=0.781" (MIN)
(OPEN CUT)
STEEL CASING
t=0.781" (MIN)
(OPEN CUT)
X X X X X X X X X X X X X X X X X X X X X X X X
XXXXXXXXXXXXXXXXXXXXXXX510+00 511+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00 520+00SFSFSF
SF SF
SF SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 510+00MATCH LINE STA 520+00STA 510+30
BLOW OFF VALVE
STA 517+50
BLOW OFF VALVE3653653703753803853853853903903903953953954
0
0 40040040
5 40540541041
0 41041
5 415 415420
360410
405
400
39
5
390
385
38
5
3
8
0
3
7
5
3
7
0
3
6
5
3
6
0355355360365 3753803703653603653703753803853
9
0
39
5
400
405
STA 510+39
STA 514+58
STA 517+24
STA 517+59
STA 515+40
ARV
STA 519+64
ARV
STA 513+85
STA 515+91 STA 516+81
STA 519+03
STA 517+91
STA 510+14
350
360
370
380
390
350
360
370
380
390
510+00 511+00 512+00
370
380
390
400
410
370
380
390
400
410
512+00 513+00 514+00 515+00 516+00 517+00
360
370
380
390
400
360
370
380
390
400
517+00 518+00 518+50
380
390
400
410
420
380
390
400
410
420
518+50 519+00 520+00STA 517+91STA 517+59STA 517+24STA 519+03STA 516+81STA 515+91STA 513+85STA 510+14BLOW OFF VALVESTA 510+30STA 510+39STA 514+58BLOW OFF VALVESTA 517+50ARVSTA 515+40ARVSTA 519+64PLOT DATE: 5/8/2020 11:27 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C52 Saved by MKARMANOCKY Save date: 5/6/2020 7:44 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C52
PLAN AND PROFILE
STA 510+00 TO STA 520+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
1
D2
TODD M SCHAD AND ET AL
PID 653201190214
DB 1657 PG 748
BURNS RD
89
1
D2
EIP
42" RAW WATER LINE
EXIST GRADE
EXIST GRADE
EXIST GRADE
EXIST
GRADE
42" RAW WATER LINE
42" RAW WATER LINE
42" RAW WATER LINE4' (MIN)4' (MIN)4' (MIN)4' (MIN)2
D22
D2
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
WOVEN WIRE FENCE, TYP
SEE DETAIL 3/D4
STREAM CROSSING S-24
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
OHEOHEOHEOHEOHEXXXXXXXXXX
X
XXXXXXXXX519+00520+00521+00522+00523+00524
+
0
0
525
+
0
0
526
+
0
0
527
+
0
0
528
+
0
0
529
+
0
0
530
+
0
0SFSF
SFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMA
T
C
H

L
I
N
E

S
T
A

5
2
0
+
0
0
MATCH LINE STA 530+00STA 521+60
BLOW OFF VALVE
STA 523+16
3103153203253303353403453503553603653703753803853903954004053
9
0
390
39
5
395
40
0
400
4
0
5
405
410410
415415
420
425
365
370
375
380
385
390
395
400
30536
0
3
5
5
STA 520+77
STA 521+57 STA 521+91
STA 522+69
STA 523+00
ARV
STA 521+30
STA 523+51
STA 526+20
370
380
390
400
410
370
380
390
400
410
520+00 521+00 522+00 522+50
380
390
400
410
420
380
390
400
410
420
522+50 523+00 524+00 525+00 525+30
345
350
360
370
380
345
350
360
370
380
525+30 526+00 527+00
320
330
340
350
360
320
330
340
350
360
527+00 528+00 528+50
295
300
310
320
330
295
300
310
320
330
528+50 529+00 530+00STA 523+51STA 526+20STA 522+69STA 521+57STA 521+91STA 520+77BLOW OFF VALVESTA 521+60STA 523+16ARVSTA 523+00STA 521+30STA 525+62PLOT DATE: 5/8/2020 11:29 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C53 Saved by GFLOYD Save date: 5/6/2020 4:40 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C53
PLAN AND PROFILE
STA 520+00 TO STA 530+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
4
0
'
PROPOSED 60'
PERMANENT EASEMENT
2
0
'
PROPOSED 60'
PERMANENT EASEMENT
TODD M SCHAD AND ET AL
PID 653201190214
DB 1657 PG 748
BURNS RD
89
BARBARA ANNE WARD
PID 652302855469
DB 611 PG 451
11052 NC 138 HWY
90 20'40'EXIST 30' UTILITY
EASEMENT
1
D2
B-127
PP
PP
EXIST GRADE
EXIST GRADE
EXIST GRADEEXIST GRADE
42" RAW WATER LINE
42" RAW WATER LINE
42" RAW WATER LINE
42" RAW WATER LINE
HOLDINGS LLC LST
PID 652302755360
DB 1414 PG 230
10974 NC 138 HWY
91
4' (MIN)4' (MIN)4' (MIN)4' (MIN)2
D2
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
WOVEN WIRE FENCE, TYP
SEE DETAIL 3/D4
4' (MIN)EXIST GRADE
42" RAW WATER LINE
3' (MIN)
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE530+00 531+00 532+00 533+00 534+00 535+00 536+00 537+00 538+00 539+00 540+00 541+00542+00SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SFSFSFMATCH LINE STA 530+00MATCH LINE STA 540+00STA 531+20
BLOW OFF VALVE305310315 320325330335340 345 3503553603653703753
0
5
31031532
0
3
2
5
30
0300
320
325
330
335
325
330
335
340
360
355
350
345
340
335
365 3703
0
5
3
1
0
STA 530+19
STA 531+57
STA 531+27
ANTI-SEEP COLLAR
STA 531+53
ANTI-SEEP COLLAR
STA 530+62
ANTI-SEEP COLLAR
285
290
300
310
320
285
290
300
310
320
530+00 531+00 532+00 532+50
305
310
320
330
340
305
310
320
330
340
532+50 533+00 534+00 535+00 536+00
335
340
350
360
370
335
340
350
360
370
536+00 537+00 538+00 539+00 540+00STA 530+19BLOW OFF VALVESTA 531+20STA 531+57ANTI-SEEP COLLARSTA 530+62ANTI-SEEP COLLARSTA 531+27ANTI-SEEP COLLARSTA 531+53PLOT DATE: 5/8/2020 11:31 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C54 Saved by MKARMANOCKY Save date: 5/6/2020 8:03 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION
YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C54
PLAN AND PROFILE
STA 530+00 TO STA 540+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
BARBARA ANNE WARD
PID 652302855469
DB 611 PG 451
11052 NC 138 HWY
90
HOLDINGS LLC LST
PID 652302755360
DB 1414 PG 230
10974 NC 138 HWY
91
42" RAW WATER LINE
1
D2
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST 30' UTILITY
EASEMENT
POND
WETLAND
PP
PP
PP
3' (MIN)4' (MIN)42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-25
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4' (MIN)4' (MIN)
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE539+00540+00541+0
0 542+00
543+00
544+00
545+00
546+00 547+00 548+00 549+00 550+00SFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSF SF SF SF SFSFSFSFSFSFSFSFSFSFSF
SFMATC
H

L
I
N
E

S
T
A

5
4
0
+
0
0
MATCH LINE STA 550+00STA 540+29
STA 541+41
36
0
365
37
0
375
380
385
390
395
395
365
370
375
380
385
395390385 380
375 375370350355360365370375345375370365360355350395
390
400
STA 540+30 STA 540+45
STA 540+87
STA 549+68
STA 543+90
ARV
STA 540+37
AR
360
370
380
390
400
360
370
380
390
400
540+00 541+00 542+00 543+00 544+00 545+00 546+00
350
360
370
380
390
350
360
370
380
390
546+00 547+00 548+00 549+00 550+00STA 540+45STA 540+87STA 541+41STA 549+68STA 540+29ARVSTA 543+90STA 546+97ARSTA 540+37PLOT DATE: 5/8/2020 11:33 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C55 Saved by JGREENE Save date: 2/5/2020 7:17 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C55
PLAN AND PROFILE
STA 540+00 TO STA 550+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
HOLDINGS LLC LST
PID 652302755360
DB 1414 PG 230
10974 NC 138 HWY
AQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
91 92
STEEL CASING
t=0.781" (MIN)
PP
PP
PP
PP
EIP
EIP
R/W
R/W
R/W
R/W 100' R/WNC 138 HWY
100' R/W (ASPHA
L
T
)40'PROPOSED 60'
PERMANENT EASEMENT
20'EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT 10'40'PROPOSED 50'
PERMANENT EASEMENT
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4' (MIN)STEEL CASING
t=0.781" (MIN)
42" RAW WATER LINE
EXIST GRADE
BARBARA ANNE WARD
PID 652302855469
DB 611 PG 451
11052 NC 138 HWY
90 FUTURE QUARRYENTRANCEASPHALT ROAD(OLD HWY 138)PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
FUTURE QUARRYENTRANCE2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GRAV DRIVEGRAV DRIVE
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE550+00
551+00
552+00 553+00 554+00 555+00 556+00 557+00 558+00 559+00 560+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 550+00MATCH LINE STA 560+00STA 550+12
STA 550+47
STA 551+35
STA 552+28
350
335340
345
330325360
355
350
345
340
370
365
360
355
345
340
37
5
370
365
3
6
0
3
5
5
360 300305310315320325330335340345350355
360
365
305
310
315
320
325
330
285
290
295
300
305
310
295
370
STA 550+85
STA 552+95
STA 553+29
STA 551+10
AR
STA 553+60
AR
335
340
350
360
370
335
340
350
360
370
550+00 551+00 552+00 553+00 554+00 555+00 556+00
310
320
330
340
350
310
320
330
340
350
556+00 557+00 558+00
280
290
300
310
320
280
290
300
310
320
558+00 559+00 560+00STA 553+29STA 552+95STA 551+35STA 550+85STA 550+12STA 550+47STA 552+28STA 559+62ARSTA 551+10ARSTA 553+60PLOT DATE: 5/8/2020 11:35 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C56 Saved by GFLOYD Save date: 5/7/2020 9:50 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C56
PLAN AND PROFILE
STA 550+00 TO STA 560+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
40'PROPOSED 53'
PERMANENT EASEMENT
10'NC 138 HWY
100' R/W (ASPHALT)100' R/WAQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
92
EXIST 30' UTILITY
EASEMENT
R/W
R/W
R/W
R/W
EIP
42" RAW WATER LINE
EXIST GRADE
EXIST GRADE EXIST GRADE
42" RAW WATER LINE 42" RAW WATER LINE4' (MIN)4' (MIN)4' (MIN)AQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
92
PP
PP
PP 40'PROPOSED 50'
PERMANENT EASEMENT
10'SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
3' (MIN)3' (MIN)4
D2
4
D2
3' (MIN)
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE560+00561+0
0
562+0
0
563+0
0
564+0
0
565+00566+00567+00
568+00
5
6
9
+
0
0
5
7
0
+
0
0SFSFSFSF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SFSFS
F
S
F
S
F
S
F
S
FSFSFSFSFSF
SF
SF
SF
SF
SF
SF SF
SF SFSFSFSFSFMA
TCH

L
IN
E

S
T
A

5
6
0
+
0
0
MAT
C
H LINE STA 570+00
STA 560+68
STA 562+88
BLOW OFF VALVE
STA 564+49
STA 566+45
STA 568+86
STA 568+183102952902
8
5
280
300
295
285
290
290
290
295
300
305
310
315
285
290
295
280
285
290
295
295
290305300 275
2902802752702702752
7
0
275
280
STA 567+40
ARVSTA 567+01
STA 567+63
STA 562+23
ANTI-SEEP COLLAR
STA 562+63
ANTI-SEEP COLLAR
STA 560+73
STA 561+76
STA 563+70
STA 563+78
STA 566+45STA 567+01260
270
280
290
300
260
270
280
290
300
560+00 561+00 562+00 563+00 564+00 565+00 566+00 566+50
266
270
280
290
300
266
270
280
290
300
566+50 567+00 568+00 569+00 570+00STA 568+18STA 560+68BLOW OFF VALVESTA 562+88STA 564+49COMBO BENDSTA 568+86ARVSTA 567+40STA 560+73STA 561+76STA 563+70STA 563+78STA 567+63ANTI-SEEP COLLARSTA 562+63ANTI-SEEP COLLARSTA 562+23PLOT DATE: 5/8/2020 11:37 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C57 Saved by MKARMANOCKY Save date: 5/6/2020 9:41 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C57
PLAN AND PROFILE
STA 560+00 TO STA 570+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 13
8

H
W
Y
100' R/
W

(
A
S
P
H
A
L
T
)
42" RAW WATER LINE
FIBER OPTIC
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
FEMA 100YR
FLOODPLAIN
1
D2
AQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
92
EXIST 30' UTILITY
EASEMENT
4
0
'
PROPOSED 50'
PERMANENT EASEMENT
40'X20'X10'
BORING PIT
20'X20'X20'
RECEIVING PIT 20'40'PROPOSED 60'
PERMANENT EASEMENT AQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
92
1
0
'100'
R
/W
TEMPORARY
CONSTRUCTION EASEMENT
B-124
B-125A
B-125
R/W
R/W
R/WR/W
PP
PP
PP
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'x20'
RECEIVING PIT
40'X20'x10'
BORING PIT
EXIST GRADE
42" RAW WATER LINE10'VARIESPROPOSED PERMANENT
EASEMENT (VARIES)4' (MIN)NC 138 HWY100' R/W (ASPHALT)2
D2
42" RAW WATER LINE
EXIST GRADE
4' (MIN)LO
N
G

C
R
E
E
K
GRAVEL CONSTRUCTION
ENTRANCE, TYP SEE DETAIL
NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-26
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
STREAM CROSSING S-27
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)1:142" RAW WATER LINE 1:1R/WR/W
5
7
0
+
0
0
5
7
1
+
0
0
5
7
2
+
0
0
5
7
3
+
0
0
5
7
4
+
0
0
5
7
5
+
0
0 576+00577+00578+
0
0
579+
0
0
580+
0
0
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFMATCH LINE STA 570+00MATCH L
INE

STA
580+00
STA 575+04
90° BEND
STA 577+29
22.5° BEND
STA 577+46
BLOW OFF VALVE
STA 575+85
11.25° VERT BEND
STA 577+02
11.25° VERT BEND
STA 577+55
11.25° VERT BEND
STA 575+22
11.25° VERT BEND
2
9
0
2
9
5
3
0
0
3
0
5
31
0
31
5
32
0
32
5
33
0
335
340
285
290
295
300
305
280
280
290
285
280
2
7
5
270
265
2
8
5
2
8
0
2
7
5
2
7
0
STA 574+90
AR
STA 576+99
ANTI-SEEP COLLAR
STA 575+80
ANTI-SEEP COLLAR
250
260
270
280
290
250
260
270
280
290
570+00 571+00 572+00 573+00 574+00 575+00 576+00 577+00 578+00 579+00 580+0011.25° VERT BENDSTA 575+2211.25° VERT BENDSTA 575+8590° BENDSTA 575+0422.5° BENDSTA 577+29BLOW OFF VALVESTA 577+4611.25° VERT BENDSTA 577+0211.25° VERT BENDSTA 577+55ARSTA 574+90ANTI-SEEP COLLARSTA 575+80ANTI-SEEP COLLARSTA 576+99PLOT DATE: 5/11/2020 3:51 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C58 Saved by MKARMANOCKY Save date: 5/11/2020 1:55 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C58
PLAN AND PROFILE
STA 570+00 TO STA 580+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)L
O
N
G

C
R
E
E
K
40'PROPOSED 60'
PERMANENT EASEMENT
20'ROCK
OUTCROP
ROCK
OUTCROP
OAKBORO
BLUERIDGE
PARK II
FEMA 100YR
FLOODPLAIN
TRENCH AT RIVER
CROSSING
1
D1
AQUADALE PROPERTIES LLC
PID 652302873961
DB 1327 PG 21
12423 OLD AQUADALE RD
92
ROCKY RIVER ORG FOR
PID 652301457528
DB 1603 PG 697
10739 NC 138 HWY
93
PROPOSED 60'
PERMANENT EASEMENT
PROPOSED 40' TEMPORARY
CONSTRUCTION EASEMENT
2
0
'
4
0
'
B-125D
EIP
DAVID A. NICHOLS
PID 652301377333
DB 184 PG 140
BARBEES GROVE RD
94
42" RAW WATER LINE
1
D2
LONG CREEKSILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
4
D2
RIVER CROSSING S-28
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESD580+00
581+00
582+00
583+00 584+
0
0
585+
0
0
586+00
587+00 588+00 589+00 590+00
SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 580+00MATCH LINE STA 590+00STA 583+74
22.5° BEND
STA 585+27
22.5° BEND
STA 584+82
11.25° VERT BEND
STA 585+50
11.25° VERT BEND
280
285
290
280280
310
320
325
33
0
335
34
0
305
300
305
295
290
285
285
290
290295300305
310
315
320
300
300
270
280
290
300
310
270
280
290
300
310
580+00 581+00 582+00 583+00 584+00 585+00
290
300
310
320
330
290
300
310
320
330
585+00 586+00 587+00 588+00 589+00 590+0011.25° VERT BENDSTA 585+5022.5° BENDSTA 585+2722.5° BENDSTA 583+7411.25° VERT BENDSTA 584+82PLOT DATE: 5/19/2020 10:36 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C59 Saved by MKARMANOCKY Save date: 5/19/2020 10:22 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C59
PLAN AND PROFILE
STA 580+00 TO STA 590+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT20'NC 138
H
W
Y
100' R/W (A
S
P
H
A
L
T
)100' R/WR/W
PROPOSED 25'
PERMANENT EASEMENT
42" RAW WATER LINE
FEMA 100YR
FLOODPLAIN
EXISTING FORD
STREAM CROSSING
EXIST 30' UTILITY
EASEMENT
FUTURE 30' UTILITY
EASEMENT (STANLY COUNTY
UTILITY SERVICES)
EXIST 12" PVC EFFLUENT FM
(NOT FIELD LOCATED)
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4' (MIN)PP
PP
PP
B-125E
B-121
B-125F
40'PROPOSED 60'
PERMANENT EASEMENT20'WETLAND
R/W
R/W
EIP
EIP
EIP
EIP
EIP
ROCKY RIVER ORG FOR
PID 652301457528
DB 1603 PG 697
10739 NC 138 HWY
DAVID A. NICHOLS
PID 652301377333
DB 184 PG 140
BARBEES GROVE RD
93
94
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
STREAM CROSSING S-29
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)STREAM CROSSING S-29A
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/W
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGGASGAS
SS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE589+00
590+00
591+00
592+00
593+00
594+00
595+00
596+00
597+00 598+00
5
9
9
+
0
0
6
0
0
+
0
0
6
0
1
+
0
0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 590+00MAT
C
H LI
N
E
ST
A 600+00
STA 597+19
11.25° BEND
STA 598+25
45° BEND
315
320
325
330
335
340
345
350
355
305
310
315
320
325
330
355
350
345
340
335
330
325
360
340
345
350
350
355
345
340
335
330 335
305
310STA 593+20
AR
310
320
330
340
350
310
320
330
340
350
590+00 591+00 592+00 593+00 594+00 595+00
320
330
340
350
360
320
330
340
350
360
595+00 596+00 597+00 598+00 599+00 600+0011.25° BENDSTA 597+1945° BENDSTA 598+25ARSTA 593+20PLOT DATE: 5/8/2020 12:06 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C60 Saved by GFLOYD Save date: 5/7/2020 10:26 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C60
PLAN AND PROFILE
STA 590+00 TO STA 600+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT20'NC 138

H
W
Y
VARIA
B
L
E

R
/
W

(
A
S
P
H
A
L
T
)100' R/W
R/W
42" RAW WATER LINE
R/W
R
/
W
R
/
W
WETLAND
B-125F
DAVID A. NICHOLS
PID 652301377333
DB 184 PG 140
BARBEES GROVE RD
94
EXIST 12" PVC EFFLUENT
FM (NOT FIELD LOCATED)60' R/WEXIST 30' UTILITY
EASEMENT
FUTURE 30' UTILITY EASEMENT
(STANLY COUNTY UTILITY SERVICES)
PP
B-125G
PP
PP
PP
R/W
R/W
42" RAW WATER LINE
EXIST GRADE
B
AR
B
E
E
S
GRO
V
E
RD

(
SR

#
1
9
5
3
)
6
0
'
R
/W

(
A
S
PH
A
L
T
)
EX 4" PLASTIC
GAS (PNG)4' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
42" RAW WATER LINE
EXIST GRADE
3' (MIN)4
D2
GASGASGASGASGASGASGASGSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMSS FMOHE OHE OHE OHE OHEOHE
600+00 601+00 602+00 603+00 604+00 605+00 606+00607+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 600+00STA 605+56
90° BEND
STA 607+01
11.25° VERT BEND
36036536
5
STA 605+00
ARV
380
385370375355365 STA 605+79
45° VERT BEND
STA 605+85
45° VERT BEND
11.25° VERT BENDSTA 607+6445° VERT BENDSTA 605+8511.25° VERT BENDSTA 607+01340
350
360
370
380
340
350
360
370
380
600+00 601+00 602+00 603+00 604+00 605+00 606+00 607+00 608+00 609+00 610+00BLOW OFF VALVESTA 608+6211.25° VERT BENDSTA 609+4590° BENDSTA 605+56ARVSTA 605+0045° VERT BENDSTA 605+79607+00608+00609+00610+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 610+00
STA 607+01
11.25° VERT BEND
STA 607+64
11.25° VERT BEND
STA 609+45
11.25° VERT BEND
36
5
360
355
3
5
5
3
6
0
3
6
5
3
7
0
3
7
5
380
3
8
5
STA 608+62
BLOW OFF VALVE
PLOT DATE: 5/11/2020 3:56 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C61 Saved by MKARMANOCKY Save date: 5/11/2020 2:02 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C61
PLAN AND PROFILE
STA 600+00 TO STA 610+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST 4"
PLASTIC GAS
(PNG)
EXIST 16" STEEL
GAS (PNG)
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST 12"
PVC EFF
4' (MIN)±9'±8'BARBEES GROVE RD(SR #1953)60' R/W (ASPHALT)EXIST GRADE
40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(PNG CROSSING)
(OPEN CUT)
STREAM CROSSING S-30
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
2
D2
PLAN
1" = 40'
R/W
R/W
R/W
R/W
BARBEES GROVE RD (SR #1953)
60' R/W (ASPHALT)60' R/W42" RAW WATER LINE
FUTURE 30' UTILITY EASEMENT
(STANLY COUNTY UTILITY SERVICES)40'PROPOSED 60'
PERMANENT EASEMENT20'B-125H
40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(PNG CROSSING)
(OPEN CUT)
B-125I
B-125J
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EXIST 12" PVC EFFLUENT FM
(NOT FIELD LOCATED)
EXIST 30' UTILITY
EASEMENT
EXIST 30' PNG EASEMENT
EX 6" STEEL GAS (PNG)GRAV DRIVEPP PP
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
1
D2
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
WETLAND
B-125K
40'PROPOSED 60'
PERMANENT EASEMENT
20'3' (MIN)DAVID A. NICHOLS
PID 652301377333
DB 184 PG 140
BARBEES GROVE RD
94
GENEVA S. FOREMAN
PID 652301166854
DB 160 PG 48
BARBEES GROVE RD
95
R/WR/W1:11:1
GGASGASGASGASGASGASGASGASGASOHEOHE
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE610+00
611+00
612+00
613+00 614+00 615+00
616+00
617+00
618+00
619+00
620+00SFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSF SFMATCH LINE STA 610+00MATCH LINE STA 620+00380
385
390
395
40
0
370
365
370
390385380375
370
360
355
355
395
375
410
405
400
395
390
385
380375375
350
360
370
380
390
350
360
370
380
390
610+00 611+00 612+00 613+00 614+00 615+00 616+00
370
380
390
400
410
370
380
390
400
410
616+00 617+00 618+00 619+00 620+0011.25° VERT BENDSTA 610+35PLOT DATE: 5/11/2020 3:58 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C62 Saved by MKARMANOCKY Save date: 5/11/2020 2:04 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C62
PLAN AND PROFILE
STA 610+00 TO STA 620+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 138 H
W
Y
60' R/W (A
S
P
H
A
L
T
)
42" RAW WATER LINEFOREMANRANCH RDR/W
WETLAND
GAS
SUBSTATION
B-118
GENEVA S. FOREMAN
PID 652301166854
DB 160 PG 48
BARBEES GROVE RD
95
GENEVA S. FOREMAN
PID 652301166854
DB 160 PG 48
BARBEES GROVE RD
97
AMANDA HOLLY HORTON & F III
PID 652301168920
DB 739 PG 562
NC 138 HWY
96
PROPOSED 60'
PERMANENT EASEMENT20'40'PROPOSED PERMANENT
EASEMENT (VARIES)VARIES40'60' R/WEXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
PP
R/W
R/
W
R/
W
B-119
PP
PP
4' (MIN)4' (MIN)42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
MB
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVEGRAV DRIVEFIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-31
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)
UGCUGCUGCGASGASGGASGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE620+00
621+00
622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00SF
SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 620+00MATCH LINE STA 630+00410
405
400
395
390
385
390
425
420
415
405
40
0
410
405
380
390
400
410
420
380
390
400
410
420
620+00 621+00 622+00 623+00 624+00 625+00 626+00 627+00 628+00 629+00 630+00
PLOT DATE: 5/11/2020 4:00 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C63 Saved by MKARMANOCKY Save date: 5/11/2020 2:07 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C63
PLAN AND PROFILE
STA 620+00 TO STA 630+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 50'
PERMANENT EASEMENT 10'60' R/WNC 138 HWY
60' R/W (ASPHALT)
42" RAW WATER LINE
R/W
R/W
R/W
R/W
GENEVA S. FOREMAN
PID 652301166854
DB 160 PG 48
BARBEES GROVE RD
97
JOHN ROBINSON
PID 652301067902
DB 1611 PG 961
10419 NC 138 HWY
ENTERPRISE RENDERING CO INC
PID 652301062888
DB 377 PG 395
NC 138 HWY
98
99
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
PP
ENTERPRISE RENDERING CO, INC
PID 652301170803
DB 377 PG 395
HWY 138
97A
B-117
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
PP PP
PP
EXIST GRADE
4' (MIN)EXIST UGC
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PPGRAV DRIVEGRAV DRIVESTREAM CROSSING S-32
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGASGASGASGASGASGASGASGASOHCOHCOHCOHCOHCOHCOHC630+00
631+00
632+00
633+00
634+00
635+00
636+00 637+00
638+00
639+00
640+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 630+00MATCH LINE STA 640+00410
415
420
425
430
435
420
420
4
2
5
430
435
415
425
425
420
400
410
420
430
440
400
410
420
430
440
630+00 631+00 632+00 633+00 634+00 635+00 636+00 637+00 638+00 639+00 640+00
PLOT DATE: 5/11/2020 4:02 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C64 Saved by MKARMANOCKY Save date: 5/11/2020 2:18 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C64
PLAN AND PROFILE
STA 630+00 TO STA 640+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE40'PROPOSED 60'
PERMANENT EASEMENT 20'60' R/WNC 138 HW
Y
60' R/W (AS
P
H
A
L
T
)HILLS-VIEW RD (SR #1971)60' R/W (ASPHALT)R/W
R/W
R/W
R/W
B-116
PP
ENTERPRISE RENDERING CO INC
PID 652301062888
DB 377 PG 395
NC 138 HWY
99 EDDIE G. HATHCOCK
PID 651302961996
DB 1639 PG 173
10219 A NC 138 HWY
100 JAY ROMMIE PURSER
PID 651302962674
DB 1537 PG 82
10219 B NC 138 HWY
101
PP
4' (MIN)42" RAW WATER LINE
EXIST GRADE
EXIST UGC
EXIST UGC
EXIST UGC
EXIST UGC
MB
MB
MB
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GRAV DRIVEGRAV DRIVECONC DRIVESTREAM CROSSING S-32
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-33
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)
XXXUGCUGCUGCGASGASGASGASGASGASGASGASWELLOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHC640+00 641+00 642+00 643+00 644+00 645+00 646+00 647+00 648+00 649+00 650+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 640+00MATCH LINE STA 650+004404354304504
6
5
46
0
45544
5
4704554604654704754504
4
5
4
4
0435430
STA 648+70
ARV
410
420
430
440
450
410
420
430
440
450
640+00 641+00 642+00 643+00
430
440
450
460
470
430
440
450
460
470
643+00 644+00 645+00 646+00
440
450
460
470
480
440
450
460
470
480
646+00 647+00 648+00 649+00 650+00ARVSTA 648+70PLOT DATE: 5/8/2020 12:17 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C65 Saved by GFLOYD Save date: 5/7/2020 10:38 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C65
PLAN AND PROFILE
STA 640+00 TO STA 650+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2060' R/WNC 138 HWY
60' R/W (ASPHALT)
R/W
R/W
42" RAW WATER LINE40'PROPOSED 60'
PERMANENT EASEMENT 20'B-115
LARRY NEAL BURGESS AND ET-AL
PID 651302863428
DB 508 PG 601
NC 138 HWY
102
EXIST 30' UTILITY
EASEMENT
PP
R/W
R/W
PP
PPPP
PP
42" RAW WATER LINE
42" RAW WATER LINE
42" RAW WATER LINE
EXIST GRADE
EXIST GRADE
EXIST GRADE
4' (MIN)4' (MIN)4' (MIN)2
D2
MB MB
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3 GRAV DRIVEEXIST 30' UTILITY
EASEMENT
GRAV DRIVE
XXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X XXXXXXXXXXXXXUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGASGASGASGASGASGASOHCOHCOHEOHEOHEOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHC
OHC
OHEOHEOHE650+00 651+00652+00653+00
654+00
655+00
656+00
657+
0
0
65
8
+
0
0
65
9
+
0
0
66
0
+
0
0
66
1
+
0
0
SF SF SF SF SF SF
SF SF SF SFSF
SF SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
MATCH LINE STA 650+00MATCH LINE STA 660+00STA 650+66
11.25° VERT BEND
STA 650+44
11.25° VERT BEND
STA 652+04
90° BEND
STA 654+88
11.25° BEND
STA 651+79
11.25° VERT BEND
STA 651+98
11.25° VERT BEND
480
47
5
4
7
0
475
47
0
46
5
4
6
5
470
465470
470
475
475
4
7
0
465
46
0
STA 650+84
90° BEND
STA 653+30
AR
STA 659+52
11.25° VERT BEND
STA 659+94
11.25° VERT BEND
11.25° VERT BENDSTA 651+98450
460
470
480
490
450
460
470
480
490
650+00 651+00 652+00 653+00 654+00 655+00 656+00 657+00 658+00 659+00 660+0011.25° VERT BENDSTA 650+4411.25° VERT BENDSTA 651+7990° BENDSTA 652+0411.25° BENDSTA 654+8890° BENDSTA 650+8411.25° VERT BENDSTA 650+6611.25° VERT BENDSTA 659+52ARSTA 653+3011.25° VERT BENDSTA 659+94PLOT DATE: 5/8/2020 12:19 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C66 Saved by GFLOYD Save date: 5/7/2020 11:18 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C66
PLAN AND PROFILE
STA 650+00 TO STA 660+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 138 HWY
60' R/W (ASPHALT)60' R/W42" RAW WATER LINE
40'PROPOSED 60'
PERMANENT EASEMENT20'LA ROCK LN35' R/W35' R/
WR/W65 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
70 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
B-113
B-114
LARRY NEAL BURGESS AND ET-AL
PID 651302863428
DB 508 PG 601
NC 138 HWY
102
LARRY NEAL BURGESS ET-AL
PID 651302854442
DB 193 PG 270
10206 NC 138 HWY
WILLIAM L II LAROCK
PID 651304843349
DB 369 PG 972
9899 LAROCK LN
JAMES C JR GLOVER
PID 651302758170
DB 1182 PG 216
10142 NC 138 HWY
103
105
20'X20'X15'
RECEIVING PIT
40'X20'X11'
BORING PIT
PP
EXIST 30' UTILITY
EASEMENT
LITTLE C S
PID 651302754087
DB 483 PG 711
NC 138 HWY
105
R/W
R/W
R/
W
R/
W
EXIST 30' UTILITY
EASEMENT
PP
PP
PP
PPR/WPROPOSED PERMANENT
EASEMENT VARIES
VARIES20'65 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
70 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
EIP EIP
EIP
EIP
EIP
EIP
PP
EXIST UGC (2)
EXIST UGC (2)
EXIST UGC
EXIST UGC
4' (MIN)42" RAW WATER LINE
EXIST GRADE
40'X20'x11'
BORING PIT
20'X20'x15'
RECEIVING PIT
EXIST XX" GAS
±12'±8'NC 138 HWY60' R/W (ASPHALT)MB(5)
MB
MB
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3 GRAV DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVEGRA
V

D
R
I
V
E
WILLIAM L II LAROCK
PID 651304843349
DB 369 PG 972
9899 LAROCK LN
104
4
D2
R/WR/W1:11:1
XXXXXXXXXXXXXXXXXXXXXXXXXXUGCGGASGASGASGASGASGASGASGASOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHEOHEOHEOHCOHCOHEOHEOHEOHEOHCOHCOHCOHC660+00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00
670+00
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 660+00MATCH LINE STA 670+00STA 669+67
11.25° BEND
460
465
470
460
465
470
475
480
455
460
455
460
465
475
470
4
6
047547046546
5
470
450
455
455
STA 661+86
11.25° VERT BEND
STA 662+46
11.25° VERT BEND STA 664+61
11.25° VERT BEND
STA 664+24
11.25° VERT BEND
STA 665+94
11.25° VERT BEND
STA 666+43
11.25° VERT BEND
440
450
460
470
480
440
450
460
470
480
660+00 661+00 662+00 663+00 664+00 665+00 666+00 667+00 668+00 669+00 670+0011.25° BENDSTA 669+6711.25° VERT BENDSTA 661+8611.25° VERT BENDSTA 662+4611.25° VERT BENDSTA 664+2411.25° VERT BENDSTA 664+6111.25° VERT BENDSTA 665+9411.25° VERT BENDSTA 666+43PLOT DATE: 5/8/2020 12:21 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C67 Saved by GFLOYD Save date: 5/7/2020 11:29 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C67
PLAN AND PROFILE
STA 660+00 TO STA 670+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)NC 138 HWY
60' R/W (ASPHALT)VARIESPROPOSED PERMANENT
EASEMENT (VARIES)20'42" RAW WATER LINE
60' R/WPHILLIP BLALOCK
PID 651302754247
DB 1604 PG 841
10124 NC 138 HWY
BILLY R HONEYCUTT
PID 651302752184
DB 1650 PG 1418
NC 138 HWY
JAMES C SMITH
PID 651302750363
DB 542 PG 787
10092 NC 138 HWY
107
108
109
JAMIE CRAVEN SMITH
PID 651302657302
DB 1593 PG 986
NC 138 HWY
110
EXIST30' UTILITY
EASEMENT
EXIST30' UTILITY
EASEMENT
R/W
R/W
R/W
R/W
PP
PP
GV
PP
LP
EIP
EIP
EIP
EIP
EIP
EIP
B-112
EIP
EIP
MB
EXIST UGC
MB
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP PPEXIST30' UTILITY
EASEMENT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3GRAV DRIVEGRAV DRIVEGRAV DRIVEPP
PP
SEPTIC FIELD
XXXXXXXXXXXXXXXXXXX
X
X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
X
XX
XXXX
X
X
X
X
UGEGGASGASGASGASGASGASGASGASOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE670+
0
0
671+00
672+00 673+00 674+00 675+00
676+00
677+00
678+00
679+00
680+00
SF
SF
SF
SF
SF SF
SF SFSF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SFSF
SF SF
SF
SFSFSFMATCH L
INE

STA
670+00MATCH LINE STA 680+00STA 670+45
11.25° BEND
STA 672+24
11.25° BEND
STA 678+63
BLOW OFF VALVE
4
3
0
4
3
5
4
4
0445
420420465460465
4
2
5
4
6
5
4
6
0
4
5
5
45
0 440435430425445450455
425430435440460
430
440
450
460
470
430
440
450
460
470
670+00 671+00 672+00 673+00 674+00 675+00
410
420
430
440
450
410
420
430
440
450
675+00 676+00 677+00 678+00 679+00 680+0011.25° BENDSTA 670+4511.25° BENDSTA 672+24BLOW OFF VALVESTA 678+63PLOT DATE: 5/11/2020 4:04 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C68 Saved by MKARMANOCKY Save date: 5/11/2020 2:24 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C68
PLAN AND PROFILE
STA 670+00 TO STA 680+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EIP
WETLAND
1
D2
RODNEY DALE COBLE
PID 651302650627
DB 1397 PG 314
10020 NC 138 HWY
R/W
R/W
R/W
R/W
R/
W
R/
W
EIP
PP
PP
PP
PP
PP
PP
GV
MB
112
ROBERT A SUHAY
PID 651302551627
DB 25 PG 253
9904 NC 138 HWY
113
NC 138 HWY
60' R/W (ASP
H
A
L
T
)
42" RAW WATER LINE
EXIST GRADE
4' (MIN)STEVEN BOYD HATLEY
PID 651302650461
DB 1597 PG 963
9989 STOGNER-LITTLE RD
111
EIP
EIP
EIP
LPST
O
G
N
E
R
-
L
I
T
T
L
E

R
D

(
S
R

#
2
0
3
8
)
40'

R
/
W

(
A
S
P
H
A
L
T
)
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X14'
RECEIVING PIT
40'X20'X14'
BORING PIT
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
42" RAW WATER LINE
60' R/WPROPOSED PERMANENT
EASEMENT (VARIES)VARIES20'40' R/WB-110
EXIST 30' UTILITY
EASEMENT
B-111
42" RAW WATER LINE
EXIST GRADE
4' (MIN)STOGNER-LITTLE RD(SR #2038)40' R/W (ASPHALT)EXIST 20' UTILITY
EASEMENT
±9'20'X20'X14'
RECEIVING PIT
40'X20'X14'
BORING PIT
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
GRAV DRIVE
EXIST 30' UTILITY
EASEMENT
PP
PP
EXIST 30' UTILITY
EASEMENT
GRAV DRIVE
STREAM CROSSING S-34
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)R/WR/W1:11:1
XXXX
GASGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE
OHEOHEOHE680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF SF SF SF SF SF
SF SF SF SF SF SF
SFMATCH LINE STA 680+00MATCH LINE STA 690+00440440445450455460460
455
44
0
44
5
43
5
435 440445450430
43
0
420
430
440
450
460
420
430
440
450
460
680+00 681+00 682+00 683+00 684+00 685+00 686+00 687+00 688+00 689+00 690+00
PLOT DATE: 5/8/2020 12:25 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C69 Saved by GFLOYD Save date: 5/7/2020 11:38 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C69
PLAN AND PROFILE
STA 680+00 TO STA 690+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 138 HWY
60' R/W (ASPHALT)
42" RAW WATER LINE
40'PROPOSED 60'
PERMANENT EASEMENT
20'B-109
ROBERT A SUHAY
PID 651302551627
DB 25 PG 253
9904 NC 138 HWY
113
EXIST 30' UTILITY
EASEMENT
PP
ROBERT A SUHAY
PID 651302551627
DB 25 PG 253
9904 NC 138 HWY
113
PP
PP
EXIST 30' UTILITY
EASEMENT
60' R/W42" RAW WATER LINE
EXIST GRADE
4' (MIN)PP
R/W
R/W
R/W
R/W
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3 GRAV DRIVESTABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
GASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHE690
+
0
0
691
+
0
0
692
+
0
0
693
+
0
0
69
4
+
0
0
69
5
+
0
0
696+00697+00698+00
699+00
700+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFSFSFSFSFSF SF SF SF
SFSFSFSFSF
MATCH LINE STA 690+00MATCH LINE STA 700+00STA 699+45
11.25° BEND
STA 697+70
45° BEND
STA 695+71
90° BEND455460465465460455450 44
5
45
5
460455
460460 465
465465STA 693+40
ARV
430
440
450
460
470
430
440
450
460
470
690+00 691+00 692+00 693+00 694+00 695+00 696+00 697+00 698+00 699+00 700+0090° BENDSTA 695+7145° BENDSTA 697+7011.25° BENDSTA 699+45ARVSTA 693+40PLOT DATE: 5/8/2020 1:13 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C70 Saved by GFLOYD Save date: 5/7/2020 12:01 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C70
PLAN AND PROFILE
STA 690+00 TO STA 700+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20HILL
-FORD
ROAD

(SR
#1970
)60'
R
/W

(ASPHALT
)
CATHY M TROUBLEFIELD
PID 651301463938
DB 1555 PG 688
HILL FORD RD
114
MADIE W LER LITTLE
PID 651301377180
DB 1472 PG 229
9772 NC 138 HWY
115
60 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X11'
RECEIVING PIT
EXIST 30' UTILITY
EASEMENT
B-106A
40'X20'X12'
BORING PIT
B-106B
60' R/
W
EXIST 30' UTILITY
EASEMENT
B-108
PP
PP
R/WR/WR/WR/W
R/
W
R/
W
R/
W
R/
W
PP
PP
ROBERT A SUHAY
PID 651302551672
DB 25 PG 253
9904 NC 138 HWY
113
EIP
EIP
EIP
60' R/WNC
1
3
8

H
W
Y
60'
R
/
W

(
A
S
P
H
A
L
T
)40'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
EXIST GRADE
4' (MIN)60 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)HILL-FORD ROAD (SR #1970)60' R/W (ASPHALT)20'X20'X11'
RECEIVING PIT
40'X20'X12'
BORING PIT ±10'2
D2
42" RAW WATER LINE
GRAVEL CONSTRUCTION
ENTRANCE, TYP
SEE DETAIL NCDOT
1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
R/WR/W1:11:1
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00 709+00 710+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 700+00MATCH LINE STA 710+00455450445440440445450455460 455450445440 435430 425420425430435445450450445440440445
450
STA 704+80
AR
425
430
440
450
460
425
430
440
450
460
700+00 701+00 702+00 703+00 704+00 705+00 706+00 707+00 708+00
400
410
420
430
440
400
410
420
430
440
708+00 709+00 710+00ARSTA 704+80PLOT DATE: 5/11/2020 4:07 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C71 Saved by MKARMANOCKY Save date: 5/11/2020 2:26 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C71
PLAN AND PROFILE
STA 700+00 TO STA 710+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'2040'PROPOSED 60'
PERMANENT EASEMENT
20'MADIE W LER LITTLE
PID 651301377180
DB 1472 PG 229
9772 NC 138 HWY
115
MADIE W LER LITTLE
PID 651301362166
DB 1472 PG 232
NC 138 HWY
115A
B-106C
42" RAW WATER LINE
EXIST GRADE
4' (MIN)EIP
EIP
42" RAW WATER LINE
EXIST GRADE
4' (MIN)42" RAW WATER LINE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
STREAM CROSSING S-35
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)4
D2
GASOH
E
OH
E
OH
E
OH
E
OH
E
709+00710+00711+00712+
0
0
713+
0
0
714+
0
0
715+
0
0
716+
0
0
717+
0
0
718+
0
0
719+
0
0 720+00721+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFMAT
C
H

L
I
N
E

S
T
A

7
1
0
+
0
0
M
A
T
C
H

L
I
N
E

S
T
A

7
2
0
+
0
0
STA 710+66
BLOW OFF VALVE
STA 711+57
90° BEND
STA 710+17
11.25° VERT BEND
STA 719+28
45° AND 22.5° COMBO BEND
440
435
430
425
42
0
415
415
420
425
445
440
435
425
420
42
0
450
445
440
435
43043
0
STA 711+04
VERT BEND
STA 712+64
VERT BEND
STA 712+80
AR
STA 710+59
ANTI-SEEP COLLAR
STA 710+89
ANTI-SEEP COLLAR
395
400
410
420
430
395
400
410
420
430
710+00 711+00 712+00 713+00 714+00 715+00
410
420
430
440
450
410
420
430
440
450
715+00 716+00 717+00 718+00 719+00 720+00VERT BENDSTA 712+64BLOW OFF VALVESTA 710+6690° BENDSTA 711+5745° AND 22.5°COMBO BENDSTA 719+28VERT BENDSTA 711+0411.25° VERT BENDSTA 710+17ARSTA 712+80ANTI-SEEP COLLARSTA 710+89ANTI-SEEP COLLARSTA 710+59PLOT DATE: 5/11/2020 4:48 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C72 Saved by MKARMANOCKY Save date: 5/11/2020 4:45 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C72
PLAN AND PROFILE
STA 710+00 TO STA 720+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)EXIST GRADE
42" RAW WATER LINE4' (MIN)42" RAW WATER LINE40'PROPOSED 60'
PERMANENT EASEMENT
20'B-106D
1
D2
HARVEY J. TUCKER
PID 651301264652
DB 334 PG 533
9693 NC 138 HWY
116
B-105
MADIE W LER LITTLE
PID 651301362166
DB 1472 PG 232
NC 138 HWY
115A 60'R/WR/WNC 138 HWY
60' R/W (ASPHALT)
EXIST 30' UTILITY
EASEMENT
EIP
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-36
TEMPORARY STREAM CROSSING
SEE DETAIL C-35-0703/D4
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3 GRAV DRIVEGRAV
D
R
I
V
E
4
D2
STREAM CROSSING S-36
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGASGASGASGASGASGASGASGASGASGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHE720+00
721+00
722+00
723+00 724+00 725+00 726+00
727+00
728+00
729+00
730+00
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF SF SFMATCH LINE STA 720+00MATCH LINE STA 730+0043544044545045546046547047046546045545043544045045
5 460460
46
5
460
455445
STA 724+30
ARV
420
430
440
450
460
420
430
440
450
460
720+00 721+00 722+00 723+00
435
440
450
460
470
435
440
450
460
470
723+00 724+00 725+00 726+00 727+00 728+00 729+00 730+00ARVSTA 724+30PLOT DATE: 5/8/2020 1:19 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C73 Saved by GFLOYD Save date: 5/7/2020 1:46 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C73
PLAN AND PROFILE
STA 720+00 TO STA 730+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 138 HWY
60' R/W (ASPHALT)60' R/WVARIESPROPOSED PERMANENT
EASEMENT (VARIES)20'42" RAW WATER LINE
B-105
HARVEY J. TUCKER
PID 651301264652
DB 334 PG 533
9693 NC 138 HWY
116
HARVEY J. TUCKER & JOSEPHINE L. TUCKER
PID 651301277852
DB 334 PG 530
NC 138 HWY LYNETTE W. WHITLEY
PID 651301284006
DB 162 PG 26
9654 NC 138 HWY
117
118
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
B-104
42" RAW WATER LINE
EXIST GRADE
4' (MIN)R/W
PP
R/W
R/W
R/W
PP
PPPPPP
MB GV
MB
PPEXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
4' (MIN)42" RAW WATER LINE
EXIST GRADE
2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
UGCUGCUGCGASGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE730+00
731+00
732+00
733+00 734+00 735+00 736+00
737+00
738+00
739+00
740+00
SF SF SF SF SF SF SF SF SF SF
SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SFSF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 730+00MATCH LINE STA 740+00STA 736+26
BLOW OFF VALVE
450
445
440 445440435430425420420 425430435440445445440
435
430
435430
4
4
04454
5
0
455
45
0
430 425
4
2
5 425
430
45
0
4
4
5
450STA 734+30
AR
410
420
430
440
450
410
420
430
440
450
730+00 731+00 732+00 733+00 734+00 735+00 736+00 737+00 738+00 739+00 740+00BLOW OFF VALVESTA 736+2611.25° VERT BENDSTA 735+3011.25° VERT BENDSTA 734+43ARSTA 734+30PLOT DATE: 5/11/2020 4:11 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C74 Saved by MKARMANOCKY Save date: 5/11/2020 2:35 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C74
PLAN AND PROFILE
STA 730+00 TO STA 740+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)B-103
PP
R/W
MB(3)EIP
B-104
PP
PP
R/W
R/W
R/W
EIP
EIP
42" RAW WATER LINE
PROPOSED PERMANENT
EASEMENT (VARIES)20'60' R/W1
D2
HARVEY J. TUCKER
PID 651301179851
DB 1109 PG 362
9602 NC 138 HWY
LARRY W. HELMS
PID 651301075705
DB 270 PG 189
9468 NC 138 HWY
119
120
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
4" PLASTIC GAS
HARVEY J. TUCKER
PID 651301179851
DB 1109 PG 362
9602 NC 138 HWY
119
NC 138 HWY
60' R/W (ASPHALT)
EXIST 30' UTILITY
EASEMENT VARIESPP
EXIST UGC
MB
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV DRIVEFIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-37
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
4
D2
UGCGASGASGASGASGASGASGASGASGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE740+00
741+00
742+00
743+00
744+00
745+00
746+00
747+00
748+00
749+00
750+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 740+00MATCH LINE STA 750+00STA 744+57
22.5° BEND
440
445
450
455
445
450455460465465460455455460
460
455
460
460455460
465
465
460
STA 746+10
ARV
435
440
450
460
470
435
440
450
460
470
740+00 741+00 742+00 743+00 744+00 745+00 746+00 747+00 748+00 749+00 750+0022.5° BENDSTA 744+57ARVSTA 746+10PLOT DATE: 5/8/2020 1:23 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C75 Saved by GFLOYD Save date: 5/7/2020 2:08 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C75
PLAN AND PROFILE
STA 740+00 TO STA 750+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT
40'20'EXIST 30' UTILITY
EASEMENT
4" PLASTIC GAS
B-102
B-103
NC 138

H
W
Y
60' R/W

(
A
S
P
H
A
L
T
)VARIESPROPOSED PERMANENT
EASEMENT (VARIES)20'LARRY W. HELMS
PID 651301075705
DB 270 PG 189
9468 NC 138 HWY
120 JEFFRY WAYNE HELMS
PID 651301086353
DB 706 PG 576
9500 NC 138 HWY
121
60' R/WPP
PP
PP
PP
PP
PP
PP
PP
R/W
R/W
R/W
R/W
MB
MB
MB
EIP
EIP
EIP
MB
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
GV
GV
LARRY W. HELMS
PID 651301075705
DB 270 PG 189
9468 NC 138 HWY
120
42" RAW WATER LINE
42" RAW WATER LINE
EXIST GRADE
4' (MIN)2
D2
EXIST UGE
EXIST UGC
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5 GRAV DRIVEGRAV DRIVE
UGCGASGASGASGASGASGASGASGASOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSF SF
SF SF SF SF SF SF
SFSFSFMATCH LINE STA 750+00MATCH LINE STA 760+00STA 757+06
BLOW OFF VALVE460460455 455455450
455
455
460
465465
460
460
455
440
450
460
470
480
440
450
460
470
480
750+00 751+00 752+00 753+00 754+00 755+00 756+00 757+00 758+00 759+00 760+00BLOW OFF VALVESTA 757+06PLOT DATE: 5/8/2020 1:25 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C76 Saved by GFLOYD Save date: 5/7/2020 2:19 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C76
PLAN AND PROFILE
STA 750+00 TO STA 760+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC 138 HWY
60' R/W (ASPHALT)60' R/W40'PROPOSED 60'
PERMANENT EASEMENT
20'42" RAW WATER LINE
1
D2EXIST 30' UTILITY
EASEMENT
LARRY W. HELMS
PID 651301075705
DB 270 PG 189
9468 NC 138 HWY
WILLIAM R. SWAIN & GRITA E
PID 650302976470
DB 320 PG 572
NC 138 HWY
120 122
PP
B-101
B-102
PP PPPP
42" RAW WATER LINE
EXIST GRADE
4' (MIN)4" PLASTIC GAS
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVEGRAV DRIVE
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IUGC UGCUGCUGCGASGASGASGASGASGASGASGASGAS
GASGGGGOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHEOHEOHE760+00
761+00
762+00
763+00
764+00
765+00
76
6
+
0
0
7
6
7
+
0
0 768+00769+00770+00SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
SF
SF SFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 760+00M
A
T
C
H

L
I
N
E

S
T
A

7
7
0
+
0
0
STA 765+35
22.5° BEND
STA 767+54
90° BEND
STA 765+71
11.25° VERT BEND
465 470475
470
465
460
475
470
465
460
470
470
470
470
465
465
465
460
460
465
465
465
460
455
460
STA 762+20
AR STA 766+54
11.25° BEND
440
450
460
470
480
440
450
460
470
480
760+00 761+00 762+00 763+00 764+00 765+00 766+00 767+00 768+00 769+00 770+0022.5° BENDSTA 765+3511.25° VERT BENDSTA 765+7111.25° BENDSTA 766+5490° BENDSTA 767+54ARSTA 762+20PLOT DATE: 5/11/2020 4:13 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C77 Saved by MKARMANOCKY Save date: 5/11/2020 2:37 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C77
PLAN AND PROFILE
STA 760+00 TO STA 770+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
PROPOSED 55'
PERMANENT EASEMENT
40'15'42" RAW WATER LINE
EXIST GRADE
4' (MIN)WAYNE LITTLE & IRREV TR SARA
PID 650302775304
DB 1396 PG 199
10307 RICHARD SANDY RD
124
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
70 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X14'
BORING PIT
20'X20'X11'
RECEIVING PIT
JEAN B. LITTLE
PID 650302879446
DB 307 PG 903
9366 NC 138 HWY
123
JEAN B. LITTLE
PID 650302879446
DB 307 PG 903
9366 NC 138 HWY
123
NC 138 H
W
Y

(
N
C

#
1
3
8
)
60' R/W (
A
S
P
H
A
L
T
)RICHARD-SANDY RD (SR #1973)60' R/W (ASPHALT)60' R/WR/W
6
0
'

R
/W
PP
PP
PP
PP
PP
PP
EXIST 30' UTILITY
EASEMENT
PP
R/W
R/W
R/
W
GV
GV
R/W
R/W
4" PLASTIC GAS
4" PLASTIC GAS
EIP
WELL
B-99
B-100
70 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
ACWR RAILROAD
EXIST XX"
GAS
20'X20'X11'
RECEIVING PIT
40'X20'X14'
BORING PIT±9'RICHARD-SANDY RD (SR #1973)60' R/W (ASPHALT)EXIST UGC
EXIST XX"
GAS
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EXIST 30' UTILITY
EASEMENT
4" PLASTIC GAS GRAV DR
IVE
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-38
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
4
D2
3' (MIN)R/WR/W1:11:1
UGCUGCUGCGASOHEOHEOHE
OHEOHEOHE770+00
771+00
772+00
773+00
774+00
775+00
776+00
777+00
778+00
7
7
9
+
0
0
7
8
0
+
0
0
SF
SF SF SF SF SF SF SF SF
SF
SF
SF
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
S
F
S
F
S
F
S
F
S
F
S
F
S
FMATCH LINE STA 770+00MAT
C
H LI
NE STA 780+00
STA 778+48
45° AND 11.25° COMBO BEND
480
48
0
475
470
470
475
460
460
460
465
470
475
475
465
465
470
STA 778+70
AR
440
450
460
470
480
440
450
460
470
480
770+00 771+00 772+00 773+00 774+00 775+00 776+00
460
470
480
490
500
460
470
480
490
500
776+00 777+00 778+00 779+00 780+0045° AND 11.25°COMBO BENDSTA 778+48ARSTA 778+70PLOT DATE: 5/11/2020 4:15 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C78 Saved by MKARMANOCKY Save date: 5/11/2020 2:41 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C78
PLAN AND PROFILE
STA 770+00 TO STA 780+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
R/W
WAYNE LITTLE & IRREV TR SARA
PID 650302775304
DB 1396 PG 199
10307 RICHARD SANDY RD
124
B-98
EXIST 30' UTILITY
EASEMENT
PP
R/W
R/W
R/W
PP
ANNABELLE P. MORGAN
PID 650302854129
DB 231 PG 303
10153 RICHARD SANDY RD
125
EIP
EIP
MB
MB
PP
42" RAW WATER LINE
RICHARD-SAND
Y

R
D

(
S
R

#
1
9
7
3
)
60' R/W (ASPHA
L
T
)
PROPOSED 60'
PERMANENT EASEMENT
40'20'PROPOSED 60'
PERMANENT EASEMENT40'20'VARIES42" RAW WATER LINE
EXIST GRADE
3' (MIN)42" RAW WATER LINE
EXIST GRADE
4' (MIN)60' R/W4" PLASTIC GAS
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
4
D2
STREAM CROSSING S-39
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
XXXXXXXXXXXXXXXX780
+
0
0
781
+
0
0
782
+
0
0
783
+
0
0
784+
0
0
785+00 786+00
787+00
788+
0
0
789
+
0
0 790+00SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 780+00MATCH

L
INE

S
TA

7
9
0
+
0
0
480
475
470
470
475
480
480 485485475 475475
450
460
470
480
490
450
460
470
480
490
780+00 781+00 782+00 783+00 784+00 785+00 786+00 787+00 788+00 789+00 790+00
PLOT DATE: 5/8/2020 1:31 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C79 Saved by GFLOYD Save date: 5/7/2020 2:37 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C79
PLAN AND PROFILE
STA 780+00 TO STA 790+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
40'20'WAYNE LITTLE & IRREV TR SARA
PID 650302775304
DB 1396 PG 199
10307 RICHARD SANDY RD
124
ANNABELLE P. MORGAN
PID 650302854129
DB 231 PG 303
10153 RICHARD SANDY RD
125
B-97
EIP
42" RAW WATER LINE
EXIST GRADE
4' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
XXXXXXXXXXXXXXXXXXX790+00 791+00 792+00 793+00 794+00 795+00 796+00 797+00 798+00
799+00800+00SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFMATCH LINE STA 790+00MATCH LINE STA 800+00
STA 798+47
90° BEND
4
8
5
485
48
5
485 480480
480
490
49
0
STA 790+80
ARV
460
470
480
490
500
460
470
480
490
500
790+00 791+00 792+00 793+00 794+00 795+00 796+00 797+00 798+00 799+00 800+0090° BENDSTA 798+47ARVSTA 790+80PLOT DATE: 5/8/2020 1:35 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C80 Saved by GFLOYD Save date: 5/7/2020 3:22 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C80
PLAN AND PROFILE
STA 790+00 TO STA 800+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'B-96
ANNABELLE P. MORGAN
PID 650302854129
DB 231 PG 303
10153 RICHARD SANDY RD
125
BILL J. THOMAS & SARAH C. LER
PID 650304741520
DB 1457 PG 602
8364 NC 742 HWY
126
EIP EIP
42" RAW WATER LINE
EXIST GRADE
4' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
42" RAW WATER LINE
2
D2
XXXXU
G
C UGC
UGC
UGC UGCWOHCOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHE800+00
801+00
802+00
803+00 804+00 805+00 806+00
807+00
808+00
809+00
810+00
811+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF
SFSFSF SFSFSFSFSFSFSFSF
485485475480
480470
470 475470465465470
4754
7
5
STA 802+50
AR
STA 806+80
AR
450
460
470
480
490
450
460
470
480
490
800+00 801+00 802+00 803+00 804+00 805+00 806+00 807+00 808+00 809+00 810+00 811+00ARSTA 802+50ARSTA 806+80PLOT DATE: 5/11/2020 4:17 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C81 Saved by MKARMANOCKY Save date: 5/11/2020 2:43 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C81
PLAN AND PROFILE
STA 800+00 TO STA 811+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
BILLY J. THOMAS & SARAH C LER
PID 650304741520
DB 1547 PG 602
8364 NC 742 HWY
GARY D. PLYLER
PID 650304741720
DB 522 PG 131
8372 NC 742 HWY
BOBBY D. & WANDA LITTLE
PID 650304647871
DB 1651 PG 725
8396 NC 742 HWY
BOBBY D. & WANDA LITTLE
PID 650304647871
DB 1651 PG 725
8396 NC 742 HWY
126
127 128
128
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
40'R/W MON
EIP
PP
PP
B-95 B-94
20'40'X20'X10'
BORE PIT
100 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST GRADE
4' (MIN)42" RAW WATER LINE
40'X20'X10' BORE PIT 100 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)NC HWY 742 (SR #742)60' R/W (ASPHALT)60' R/W
VARIESFIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
GRAV
PP
R/W MON
EXIST XX" WATER MAIN
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-40
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
NC HWY 742 (SR #742)60' R/W (ASPHALT)3' (MIN)4
D2
4
D2
20'X20'X12'
RECEIVING PIT±14'PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
EXIST 30' UTILITY
EASEMENT
20'X20'X12'
RECEIVING PIT
R/WR/W1:11:1MATCHLINESTA 811+00MATCHLINESTA 800+00PP
EIP
XX X XXXXXXXXXX X X X X X X
XXXXX X X X X
X
X X XXXXXXXXXOHEOHEOHEOHEOHEOHEOHE811+00 812+00 813+00 814+00 815+00 816+00 817+00 818+00 819+00 820+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFMATCH LINE STA 820+004
6
5 460470465465470475480485490490485480475495
460
480STA 813+67
BLOW OFF VALVE
STA 816+80
ARV
450
460
470
480
490
450
460
470
480
490
811+00 812+00 813+00 814+00 815+00 815+50
460
470
480
490
500
460
470
480
490
500
815+50 816+00 817+00 818+00 819+00 820+00BLOW OFF VALVESTA 813+67ARVSTA 816+80PLOT DATE: 5/11/2020 4:20 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C82 Saved by MKARMANOCKY Save date: 5/11/2020 2:46 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C82
PLAN AND PROFILE
STA 811+00 TO STA 820+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
BOBBY D. & WANDA LITTLE
PID 650304647871
DB 1651 PG 725
8396 NC 742 HWY
128
BILLY J. THOMAS & SARAH C LER
PID 650304642746
DB 1547 PG 602
NC 742 HWY
129
42" RAW WATER LINE
42" RAW WATER LINE
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST GRADE
EXIST GRADE
4' (MIN)4' (MIN)EIP
EIP
B-93
PP
PP
EIP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
1
D2
2
D2
STREAM CROSSING S-41
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)MATCHLINESTA 811+00
OHCOHCOHCOHC820+00
821+00
822+00
823+00
824+00
825+00
826+00
827+00
828+00
829+00830+00SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFMA
T
C
H

L
I
N
E

S
T
A

8
3
0
+
0
0
MATCH LINE STA 820+00STA 823+40
AR
STA 828+99
45° AND 22.5° COMBO BEND475475 47548
0480480480480
485485485485490490460
470
480
490
500
460
470
480
490
500
820+00 821+00 822+00 823+00 824+00 825+00 826+00 827+00 828+00 829+00 830+00ARSTA 823+4045° AND 22.5°COMBO BENDSTA 828+99PLOT DATE: 5/8/2020 1:41 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C83 Saved by GFLOYD Save date: 5/7/2020 3:29 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C83
PLAN AND PROFILE
STA 820+00 TO STA 830+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
42" RAW WATER LINE
STEVEN D. LITTLE & ELLEN R. LER
PID 650304540353
DB 1626 PG 1005
8330 ROCKY RIVER RD
131
PROPOSED 60'
PERMANENT EASEMENT20'40'EIP
EIP
EIP
EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4' (MIN)3' (MIN)4
D2
STA 834+64
VERT BEND
STA 833+97
90° BEND
STA 832+47
90° BEND
455460
465
460
4
6
0
4
6
5
4
7
0
4
7
5
4
8
0
4
8
5
48
5 4654
6
5 470470
470475475475
480 XXXXXXXXXXXXXXX
X
X
X
X
X XXX
XUGC
OHEOHE
OHE
OHE
OHE
OHE OHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCSD830+00
831+00
832+00
833+00834+00
835+00
836+00
837+00
838+00
839+00
840+00
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 830+00MATCH LINE STA 840+00E
X

2
4
"

S
D
EX 12" SD
EX 12" SD
STA 839+30
AR
VERT BENDSTA 834+64450
460
470
480
490
450
460
470
480
490
830+00 831+00 832+00 833+00 834+00 835+00 836+00 837+00 838+00 839+00 840+0090° BENDSTA 832+4790° BENDSTA 833+97VERT BENDSTA 835+65ARSTA 839+30PLOT DATE: 5/8/2020 1:43 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C84 Saved by GFLOYD Save date: 5/7/2020 4:18 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C84
PLAN AND PROFILE
STA 830+00 TO STA 840+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
50 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)60' R/W20'X20'X11' RECEIVING PIT
40'X20'X14' BORING PIT
50 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
40'X20'X14' BORING PIT
20'X20'X11' RECEIVING PIT
B-91
STEVEN D. LITTLE & MARGIE E. LER
PID 650303348176
DB 1621 PG 614
ROCKY RIVER RD
HUNEYCUTT FAMILY TRUST
PID 650303338791
DB 1377 PG 17
ROCKY RIVER RD
STEVEN D. LITTLE & ELLEN R. LER
PID 650304540353
DB 1626 PG 1005
8330 ROCKY RIVER RD
133
132
131
B-90
ROCKY RIV
E
R

R
D

(
S
R
-
1
1
0
3
)
(60' R/W))
EIP
EIP
EXIST 30'
UTILITY
EASEMENT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
ROCKY RIVER RD (SR-1103)(60' R/W))42" RAW WATER LINE
±7'GRAV DRIVEGRAV DRIVEGRAV DR
IVE
PP
PP
PP
PP
PP
B-92
VARIES
800'
PROPOSED PERMANENT
EASEMENT VARIES
R/WR/WR/W
R/W
R/W
R/W
1:11:14
D2
3' (MIN)
X X X X X X X X
XXXXXXXXXXXXX
X
X
X
XXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCPPWELL(APPROX)WOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHCOHEOHEOHE840+00
841+00
842+00
843+00
844+00
845+00 846+00
847+00
848+00
849+00
850+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
SFMATCH LINE STA 840+00MATCH LINE STA 850+00460
460
460465465465
4
7
04704
7
5475 4
5
5
46
0
465465465465465470470STA 845+63
22.5° BEND
STA 847+03
AR
STA 842+80
AR
445
450
460
470
480
445
450
460
470
480
840+00 841+00 842+00 843+00 844+00 845+00 846+00 847+00 848+00 849+00 850+0022.5° BENDSTA 845+63ARSTA 842+80ARSTA 847+03PLOT DATE: 5/8/2020 1:45 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-85 Saved by GFLOYD Save date: 5/7/2020 4:24 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C85
PLAN AND PROFILE
STA 840+00 TO STA 850+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 65'
PERMANENT EASEMENT25'40'EXIST GRADE
42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT60' R/WEXIST UGC
EXIST UGC
NITA S. BROOKS
PID 650303320711
DB 567 PG 358
ROCKY RIVER RD
RANDY KEARNS & ANNA WILSON
PID 650303420883
DB 1653 PG 291
8241 ROCKY RIVER RD
MICHAEL DOBY
PID 650303420949
DB 1391 PG 315
8281 B ROCKY RIVER RD
MARGARET G. DOBY
PID 650303430334
DB 345 PG 535
ROCKY RIVER RD
MARGARET G. DOBY
PID 650303430334
DB 345 PG 535
ROCKY RIVER RD
B-90
B-89
134
134
135
136
137
EIP
EIP
EIPEIP
EIP
EIP
EIP
ROCKY RIVE
R

R
O
A
D

(
S
R
-
1
1
0
3
)
(60' R/W)
PP
PP
PP
PP
PP
PP
EXIST 30' UTILITY
EASEMENT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4' (MIN)42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
PP
PP
WELL
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
10'
10'
PROPOSED 20'
PERMANENT EASEMENT GRAVDRIVEGRAV DR
IVE
G
R
A
V

D
R
I
V
E
GRAV DRIVEGRAV DRIVE4
D2
4
D2
R/W
R/W
R/W
R/W
WELL
XXX
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X
XUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHC
OHC
OHC
OHC
OHC
850+00 851+00 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 850+00MATCH LINE STA 860+004504504
5
0
455455455
4
6
0460
460460
4654654654
6
5
EX 12" SDEX 12" SD
EX 18" SDEX 15" SD
STA 858+20
AR
440
450
460
470
480
440
450
460
470
480
850+00 851+00 852+00 853+00 854+00 855+00 856+00 857+00 858+00 859+00 860+00ARSTA 858+20PLOT DATE: 5/8/2020 1:47 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-86 Saved by GFLOYD Save date: 5/7/2020 4:25 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C86
PLAN AND PROFILE
STA 850+00 TO STA 860+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 50'
PERMANENT EASEMENT10'40'EXIST GRADE
4' (MIN)ROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)
EXIST UGC
42" RAW WATER LINE
B-88
ANNIE MAE S. EDWARDS
PID 650303312962
DB 391 PG 610
8153 ROCKY RIVER RD
ANNIE MAE S. EDWARDS
PID 650303312962
DB 391 PG 610
8153 ROCKY RIVER RD
NITA S. BROOKS
PID 650303321403
DB 567 PG 358
ROCKY RIVER RD
NITA S. BROOKS
PID 650303320711
DB 567 PG 358
ROCKY RIVER RD
TABITHA KNOTTS
PID 650303329699
DB 1105 PG 303
8221 ROCKY RIVER RD
142142141
136
138 60' R/WEIP PP
PP
PP
PPPP
PP
PP
PP
PP
PP
PP
WELL
PP
WELL
EXIST 120' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
42" RAW WATER LINE GRAV DR
IVE
GRAV DRIVES
GRAV DRIVE110°232± TONEAREST TOWER585± TONEAREST TOWERGRAV DRIVEGRAV DRIVEGRAV DRIVEPPSOIL PATHGRAV DRIVEEXIST UGC
SEPTIC FIELD
EIPEIP EIP EIP
EIP
EIP
EIP
PP
R/W
R/W
R/W
R/W
4
D2
XXXXXXXXX XX
XXXXXUGCUGCU
G
C
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCOHEOHEOHEOHE
OHE
OHE OHEOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHC
OHC
OHC
OHC OHC OHC OHC
860+00
861+00
862+00 863+00 864+00 865+00 866+00 867+00 868+00 869+00 870+00SF
SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 860+00MATCH LINE STA 870+00420420
425425
43
0430
43
5435440440
440440
445445445445450
450
450450450450
455455
STA 861+80
AREX 18" SD430
440
450
460
470
430
440
450
460
470
860+00 861+00 862+00 863+00 864+00 865+00
410
420
430
440
450
410
420
430
440
450
865+00 866+00 867+00 868+00 869+00 870+00ARSTA 861+80PLOT DATE: 5/8/2020 1:49 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-87 Saved by GFLOYD Save date: 5/7/2020 4:45 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C87
PLAN AND PROFILE
STA 860+00 TO STA 870+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST UGC
PROPOSED 60'
PERMANENT EASEMENT20'40'42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT 60' R/WROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)4' (MIN)EXIST GRADE
EXIST UGC
JAMES LEE WILLIAMS & SUSAN LEE
PID 650303217499
DB 202 PG 593
20273 BRANCH RD
JAMES LEE WILLIAMS
PID 650303311121
DB 320 PG 939
ROCKY RIVER RD
JOHNNY WALTER WILLIAMS
PID 650303312310
DB 305 PG 788
8093 ROCKY RIVER RD
DERRICK A. RUSHING
PID 650303313488
DB 821 PG 138
8121 ROCKY RIVER RD
JAMES LEE WILLIAMS & SUSAN LEE
PID 650303217499
DB 202 PG 593
20273 BRANCH RD
143
146145
144
143
EIP
EIP
PP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
PP
PPPP
42" RAW WATER LINE GRAV DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVEGRAV
D
RI
V
E
EXIST 30' UTILITY
EASEMENT
SEPTIC FIELDSEPTIC FIELD
42" RAW WATER LINE
EXIST GRADE
4
D2
MB(4)
EIP
EIP
EIP
EIP
EIP
PP
PPPPR/W
R/W
R/W
R/W
XXXXXXXUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGEOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE870+00 871+00 872+00 873+00 874+00 875+00 876+00 877+00 878+00 879+00 880+00SFSFSFSF
SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF
SF
SF
SFMATCH LINE STA 870+00MATCH LINE STA 880+00385385390
390
395
395
400
400
405405
410
410
415415
4
2
0
420
425425EX 12" SD
EX 12" SD
EX 15" SD
EX 12" SD
400
410
420
430
440
400
410
420
430
440
870+00 871+00 872+00 873+00 874+00 875+00
380
390
400
410
420
380
390
400
410
420
875+00 876+00 877+00 878+00 879+00 880+0011.25° VERT BENDSTA 879+6145° VERT BENDSTA 870+5945° VERT BENDSTA 870+63PLOT DATE: 5/8/2020 1:51 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-88 Saved by GFLOYD Save date: 5/7/2020 5:11 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C88
PLAN AND PROFILE
STA 870+00 TO STA 880+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
CLAY L. BLAIR
PID 650201299993
DB 1599 PG 267
5827 ROCKY RIVER RD
TODD A. EDWARDS
PID 650303209352
DB 575 PG 780
8019 ROCKY RIVER RD
TODD A. EDWARDS & ORIE EDWARDS A LER
PID 650303209516
DB 1242 PG 686
8045 ROCKY RIVER RD
EXIST UGC
PROPOSED 50'
PERMANENT EASEMENT10'40'42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
40 LF 54" Ø
STEEL CASING
t=0.625"
(OPEN CUT)60' R/WROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)4' (MIN)EXIST GRADE
150
149
148
EXIST UGC
40 LF 54" Ø
STEEL CASING
t=0.625"
(OPEN CUT)
EIP
EIP
RW MON RW MON
B-87
B-85
B-86
BRANCH RD (SR #1104)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
42" RAW WATER LINE
BRANCH RD(SR #1104)60' R/W (ASPHALT)PP
PPPPPP
PP
PP
PP
PP
PP
CONC DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVE
GRAV DRIVEGRAV DRIVELP
EXIST 30' UTILITY
EASEMENT PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT
15'VARIESPROPOSED PERMANENT
EASEMENT VARIESHUNTING BLIND
STORAGE SHED
±5'MB(3)1:11:1R/WR/W4' (MIN)R/W
R/W PP
R/W
R/W
UGCUGCUGCUGCUGCUGCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE880+00
881+00882+0
0
883+0
0
884+00 885+00 886+00 887+00 888+00 889+00 890+00
SF SF SF SF SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF
SF
SF
SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
MATCH LINE STA 880+00MATCH LINE STA 890+00STA 881+83
90° BEND
STA 883+83
22.5° BEND
STA 888+10
11.25° VERT BEND
STA 888+63
11.25° VERT BEND
STA 880+98
BLOW OFF VALVE
STA 884+37
11.25° VERT BEND
STA 884+96
11.25° VERT BEND380
380380 380385385385385385
3853853903903903903903953953953
9
5
4
0
0
400
4
0
5405
STA 880+65
11.25° VERT BEND
STA 880+88
45° AND 22.5° COMBO BEND
STA 885+10
AR
STA 888+00
AR
STA 881+08
ANTI-SEEP COLLAR
STA 881+48
ANTI-SEEP COLLAR
STA 883+85
ANTI-SEEP COLLAR
STA 889+39
ANTI-SEEP COLLAR
STA 889+69
ANTI-SEEP COLLAR
365
370
380
390
400
365
370
380
390
400
880+00 881+00 882+00 883+00 884+00 885+00 886+00 887+00 888+00 889+00 890+0011.25° VERT BENDSTA 880+6545° AND 22.5°COMBO BENDSTA 880+88BLOW OFF VALVESTA 880+9890° BENDSTA 881+8322.5° BENDSTA 883+8311.25° VERT BENDSTA 884+3711.25° VERT BENDSTA 884+9611.25° VERT BENDSTA 888+1011.25° VERT BENDSTA 888+63ARSTA 885+10ARSTA 888+00ANTI-SEEP COLLARSTA 881+08ANTI-SEEP COLLARSTA 881+48ANTI-SEEP COLLARSTA 889+39ANTI-SEEP COLLARSTA 889+69ANTI-SEEP COLLARSTA 883+85PLOT DATE: 5/11/2020 4:22 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-89 Saved by MKARMANOCKY Save date: 5/11/2020 2:48 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C89
PLAN AND PROFILE
STA 880+00 TO STA 890+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 61'
PERMANENT EASEMENT20'40'42" RAW WATER LINE60' R/W4' (MIN)EXIST GRADE
CLONTZ L. CURLEE
PID 650303202590
DB 1250 PG 593
BRANCH RD
GENEVA H. BEACHUM
PID 650201290208
DB 1353 PG 290
ROCKY RIVER RD
152
151
42" RAW WATER LINE
ROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)
1
D2
PROPOSED TEMPORARY
EASEMENT (VARIES)
PROPOSED 10'
TEMPORARY EASEMENT
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-42
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
PP
PPPP
PP
PP
BRIDGE
WETLAND SOIL
DR
IVE
GATE
STREAM CROSSING S-43
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
4
D2
STREAM CROSSING S-44
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)3' (MIN)4
D2
XXXXXXXXXXXXXXXXXXXXXUGCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE890+
0
0
891+
0
0
892+
0
0
893+
0
0
894
+
0
0
895
+
0
0
896
+
0
0
897
+
0
0
898
+
0
0
899
+
0
0
900
+
0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH L
INE

STA
890+00MATCH LINE STA 900+00STA 893+93
45° AND 11.25° COMBO BEND
STA 890+14
11.25° VERT BEND
3853
9
0395 3
9
5400 4
0
0405 405410410415415415 415415415
420
4
2
0420
4
2
0
425
42543043
0 430430
435
435EX 1
8
"
S
D
EX 1
5
"

S
D EX 18" SDSTA 892+20
AR
370
380
390
400
410
370
380
390
400
410
890+00 891+00 892+00
400
410
420
430
440
400
410
420
430
440
892+00 893+00 894+00 895+00 896+00 897+00 898+00 899+00 900+0011.25° VERT BENDSTA 890+1445° AND 11.25° COMBO BENDSTA 893+9311.25° VERT BENDSTA 892+12ARSTA 892+20PLOT DATE: 5/8/2020 1:55 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-90 Saved by MKARMANOCKY Save date: 4/24/2020 5:10 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C90
PLAN AND PROFILE
STA 890+00 TO STA 900+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE60' R/WR
O
C
K
Y

R
I
V
E
R

R
D

(
S
R

#
1
1
0
3
)
60'

R
/
W

(
A
S
P
H
A
L
T
)4' (MIN)EXIST GRADE
EXIST GRADE
42" RAW WATER LINE
GENEVA H. BEACHUM
PID 650201290208
DB 1353 PG 290
ROCKY RIVER RD
B-83
EIP
EIP
B-84
152
GENEVA H. BEACHUM
PID 650201184447
DB 1353 PG 290
ROCKY RIVER RD
153
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT 20'40'PP
PP
PP
PP
PPGRAV DRIVEGRA
V
DR
I
V
E
XXXXXXXXXXXX X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X X X X X X X X X XXXXXXXXXXUGCOHCOHCOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE900
+
0
0
901
+
0
0
902+00
903+00
904+00
905+00
906+00
907+00
908+00
909+00
910+00
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
MATCH LINE STA 900+00MATCH LINE STA 910+00STA 901+42
22.5° BEND
STA 902+39
AR
STA 908+40
AR
425
430
440
450
460
425
430
440
450
460
900+00 901+00 902+00 903+00 904+00 905+00 906+00 907+00 908+00 909+00 910+0022.5° BENDSTA 901+42ARSTA 902+39ARSTA 908+40PLOT DATE: 5/8/2020 1:57 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-91 Saved by GFLOYD Save date: 5/7/2020 5:25 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C91
PLAN AND PROFILE
STA 900+00 TO STA 910+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT 20'40'EXIST 30' UTILITY
EASEMENT
60' R/WROCKY RIVER ROA
D

(
S
R

#
1
1
0
3
)
60' R/W (ASPHALT)
EXIST GRADE
B-82
GENEVA H. BEACHUM
PID 650201184447
DB 1353 PG 290
ROCKY RIVER RD
153
EIP
RW MON
PROPOSED PERMANENT
EASEMENT (VARIES)VARIES40'4' (MIN)42" RAW WATER LINE
PP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
42" RAW WATER LINESOIL DRIVEASPH DRIVECONC DR
IVE
FLAG POLE
R/
W
R/W
R/
W
R/W
4
D2
4
D2
XXXXXXXXXXXXOHEOHCOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHE910+00 911+00 912+00 913+00 914+00 915+00 916+00 917+00 918+00 919+00 920+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SFMATCH LINE STA 910+00MATCH LINE STA 920+00EX 12" SD EX 12" SD
EX 15" SD
EX 12" SD
30 LF 12"EX 18" SDSTA 915+15
AR
435
440
450
460
470
435
440
450
460
470
910+00 911+00 912+00 913+00 914+00 915+00 916+00 917+00 918+00 919+00 920+00ARSTA 915+15PLOT DATE: 5/8/2020 1:59 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-92 Saved by GFLOYD Save date: 5/7/2020 6:33 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C92
PLAN AND PROFILE
STA 910+00 TO STA 920+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST 30' UTILITY
EASEMENT
ROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)60' R/WGENEVA H. BEACHUM
PID 650201184447
DB 1353 PG 290
ROCKY RIVER RD
EDNA H. KIMMER
PID 650201079456
DB 202 PG 244
5539 ROCKY RIVER RD
ANDRII I TOPCHILL
PID 650201073256
DB 1605 PG 204
5499 ROCKY RIVER RD
155154
153
PROPOSED PERMANENT
EASEMENT(VARIES)VARIES40'42" RAW WATER LINE
42" RAW WATER LINE 4' (MIN)EXIST GRADE
PP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PPPP
PP PP PP PP PP
GRAV DRIVEWETLAND/POND
GRAV DRIVE
WETLAND
POND GRAV DRIVEROCK LANDSCAPING
R/W
R/W
R/W
R/W
4
D2
3' (MIN)
XXXXXXXXXXXXXXXX
XXXXXX
X
X
X
X
X
X
XUGCUGCUGC
UGCUGCUGCUGEUGEOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHEOHE920+00
921+00 922+00923+00924+00
925+00
926+00
927+00
928+00
929+00 930+00
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
MATCH LINE STA 920+00MATCH LINE STA 930+00STA 921+70
90° BEND
STA 923+15
90° BEND
STA 928+19
11.25° BEND450450
455455455
455455 455455455460
460
460460465
465465
465
470
470
STA 920+10
AR
STA 928+10
AR
435
440
450
460
470
435
440
450
460
470
920+00 921+00 922+00 923+00 924+00 925+00 926+00 927+00 928+00 929+00 930+0090° BENDSTA 923+1590° BENDSTA 921+7011.25° BENDSTA 928+19ARSTA 920+10ARSTA 928+10PLOT DATE: 5/8/2020 2:01 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-93 Saved by GFLOYD Save date: 5/7/2020 6:52 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C93
PLAN AND PROFILE
STA 920+00 TO STA 930+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST 30' UTILITY
EASEMENT
70 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)60' R/W4' (MIN)70 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
20'40'EIP
EIP
EIP
EIP
EIP
KEITH D. WILSON
PID 650201165933
DB 1580 PG 1
ROCKY RIVER RD
B-80A
B-81
EDWARD B. JR MASSEY
PID 650201056996
DB 1232 PG 269
5402 ROCKY RIVER RD
ANDRII I TOPCHILL
PID 650201073256
DB 1605 PG 204
5499 ROCKY RIVER RD
157
156
155
20'X20'X12' RECEIVING PIT
20'X40'X10' BORING PIT
20'X20'X12'
RECEIVING PIT
20'X20'X10'
BORING PIT
PROPOSED PERMANENT
EASEMENT (VARIES)VARIES40'ROCK
Y

R
I
V
E
R

R
D

(
S
R

#
1
1
0
3
)
60' R/
W

(
A
S
P
H
A
L
T
)
ANDRII I TOPCHILL
PID 650201073256
DB 1605 PG 204
5499 ROCKY RIVER RD
155
PP
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PP
PP
ROCKY RIVER RD (SR #1103)60' R/W (ASPHALT)POND
WETLAND
±5'G
R
A
V

D
R
I
V
E
WOODEN
5

R
A
I
L

F
E
N
C
EWOOD
E
N

5

R
A
I
L

F
E
N
C
E
PP
PPGRAV DRIVESOI
L
DR
IVE
R/WR/W4
D2
4
D2
1:11:1R/W
R/W
R/W
R/W
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
XX
X
X
X
X
X
X X X X X
X
X XXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
UGCUGCUGCUGCUGCUGCUGCUGCUGC
UGC
UGCUGEUGEUGEUGEUGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHEOHE930+00
931+00
932+00
933+00934+00935+0
0
936+0
0
937+0
0
938+
0
0
939+
0
0
940+
0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 930+00MATCH L
INE

STA
940+00
STA 934+33
90° BEND
STA 932+31
45° AND 22.5° COMBO BEND
X
X
X
X
X
X
X X X X X
X
X XXXXXXXX445
450450450450
4
5
0455455
460460
465465
EX 15" S
D
EX 15"

S
D
EX 15" S
D
EX 1
5
"

S
D
EX 30" SD
430
440
450
460
470
430
440
450
460
470
930+00 931+00 932+00 933+00 934+00 935+00 936+00 937+00 938+00 939+00 940+0045° AND 22.5°COMBO BENDSTA 932+3190° BENDSTA 934+33PLOT DATE: 5/8/2020 2:03 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-94 Saved by GFLOYD Save date: 5/7/2020 7:06 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C94
PLAN AND PROFILE
STA 930+00 TO STA 940+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'
42" RAW WATER LINE
80 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
ROCK
Y
RI
V
E
R
R
D (
S
R
#
1
1
0
3)
60' R/
W (
A
S
P
H
A
L
T)
EXIST GRADE
42" RAW WATER LINE
4' (MIN)20'X40'X11'
BORING PIT
20'X20'X16'
BORING PIT
80 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
20'X40'X11' BORING PIT
20'X20'X16' BORING PIT
EDWARD B. JR MASSEY
PID 559202964793
DB 1593 PG 747
ROCKY RIVER RD
EDWARD B. JR MASSEY
PID 559202964793
DB 1593 PG 747
ROCKY RIVER RD
EDWARD B. JR MASSEY
PID 650201056996
DB 1232 PG 269
5402 ROCKY RIVER RD
158
158
157
B-80
B-79A
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST UGE
EXIST UGC 60'
R
/W
EXIST 30' UTILITY
EASEMENT PPEXIST 30' UTILITY
EASEMENT
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
±8'ROCKY RIVER RD(SR #1103)60' R/W (ASPHALT)GRAV DR
IVE GRAV DR
IVE
GRAV DR
IVE GRAV DR
IVE
PP
WOODEN 5 RAIL FENCE
EIP
3' (MIN)1:11:1R/WR/WR/W
R/W
R/W
R/W
X X X X X X X X X
XXXXXXXXUGC UGC UGCUGC
UGC UGC UGC UGC UGC
UGCOHEOHEOHEOHEOHE940+00 941+00 942+00
943+00
944+00
945+00
946+00
947+00
948+00
949+00
950
+
0
0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFMATCH LINE STA 940+00MATCH LINE STA 950+00445450450450455455455 4554
5
5455
460460460
460 465465
STA 947+34
11.25° BEND
STA 949+58
11.25° BEND
STA 941+80
AR
STA 947+40
AR
435
440
450
460
470
435
440
450
460
470
940+00 941+00 942+00 943+00 944+00 945+00 946+00 947+00 948+00 949+00 950+0011.25° BENDSTA 947+3411.25° BENDSTA 949+58ARSTA 941+80ARSTA 947+40PLOT DATE: 5/8/2020 2:05 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-95 Saved by GFLOYD Save date: 5/7/2020 7:19 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C95
PLAN AND PROFILE
STA 940+00 TO STA 950+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 62'
PERMANENT EASEMENT20'40'ROCKY RIVER RD (SR #1103)
60' R/W (ASPHALT)
EXIST GRADE
GWENDOLYN BARBEE MCCARTHY
PID 559204847369
DB 1016 PG 774
NC 205 HWY SSTEVEN P. BARBEE
PID 559202955196
DB 1204 PG 671
5331 ROCKY RIVER RD
EDWARD B. JR MASSEY
PID 559202964793
DB 1593 PG 747
ROCKY RIVER RD
158
159
160
B-79
EIP
EIP
EIP
EIP
EIP 60' R/WEXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
42" RAW WATER LINE
EXIST UGC
4' (MIN)PP
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EIP
GRAV DRIVEEIP
4
D2
4
D2
3' (MIN)R/W
R/W
R/
W
R/
W
XXXXOHEOHEOHEOHEOHCOHCOHCOHC950+00 951+00 952+00 953+00 954+00 955+00 956+00 957+00 958+00 959+00
960+00SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SF SF SF
SFSFSFSFMATCH LINE STA 950+00MATCH LINE STA 960+00
STA 959+44
90° BEND4654704
7
5 475470465460455455460460465
4704754
7
5 470465465
460
460
465
4
5
5
470
465460STA 952+68
AR
STA 957+66
AREX 18" SD445
450
460
470
480
445
450
460
470
480
950+00 951+00 952+00 953+00 954+00 955+00 956+00 957+00 958+00 959+00 960+0090° BENDSTA 959+44ARSTA 952+68ARSTA 957+66PLOT DATE: 5/8/2020 2:07 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-96 Saved by GFLOYD Save date: 5/7/2020 7:35 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C96
PLAN AND PROFILE
STA 950+00 TO STA 960+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
ROCKY RIVER RD (SR #110
3
)
60' R/W (ASPHALT)60' R/W42" RAW WATER LINE
PROPOSED PERMANENT
EASEMENT (VARIES)VARIES40'B-78
GWENDOLYN BARBEE MCCARTHY
PID 559204847369
DB 1016 PG 774
NC 205 HWY S
160 OLD SANDBAR RD (SR #1100)60' R/W (ASPHALT)B-77
60' R/W
EXIST 30' UTILITY
EASEMENTR/WR/WR/W
R/W
R/WR/WEXIST GRADE
3' (MIN)42" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EIP
EIP
4' (MIN)4' (MIN)4
D2
4
D2
UGEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHC960+00
961+00
962+00
963+00 964+00 965+00 966+00
967+00
968+00
969+00
970+00
SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFMATCH LINE STA 960+00MATCH LINE STA 970+00480475
470
465
485455460465470475 480485490490
480
475
470
465
485
STA 966+10
ARV
449
450
460
470
480
490
449
450
460
470
480
490
960+00 961+00 962+00 963+00 964+00 965+00 966+00 967+00 968+00 969+00 970+00ARVSTA 966+10PLOT DATE: 5/11/2020 9:08 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-97 Saved by GFLOYD Save date: 5/8/2020 1:32 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C97
PLAN AND PROFILE
STA 960+00 TO STA 970+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE
OLD SANDBAR RD (SR #1100)
60' R/W (ASPHALT)
R/W60' R/W42" RAW WATER LINE
R/W
PROPOSED 60'
PERMANENT EASEMENT
GWENDOLYN BARBEE MCCARTHY
PID 559204847369
DB 1016 PG 774
NC 205 HWY S
16020'40'R/W
R/W
B-76
EXIST 30' UTILITY
EASEMENT
MB
PP
PP
PP
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
2
D2
PP
PP PP PP
OHEOHEOHEOHEOHEOHCOHCOHCOHCOHC969+00970+00971+00972+
0
0
973+
0
0
974+00
975+00
976+00
977+00
978+00
979+00
980+00SFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMAT
C
H
LI
N
E
S
T
A
9
7
0
+
0
0 MATCH LINE STA 980+00470
47
5
48
0
4754704654604554504454
5
5
4
4
5
4
8
5
460
465
470
47
5
480STA 971+79
90° BEND
STA 973+27
45° VERT BEND
STA 973+47
45° VERT BEND
STA 973+43
22.5° BEND 475470465
470 4654604554504
5
0
STA 971+60
BLOW OFF VALVE
STA 973+70
ARV
STA 977+50
ARSTA 975+06
11.25° VERT BEND
STA 977+61
11.25° VERT BEND
STA 978+87
11.25° VERT BEND
45° VERT BENDSTA 973+47450
460
470
480
490
450
460
470
480
490
970+00 971+00 972+00 973+00 974+00 975+00 976+00 977+00 978+00
435
440
450
460
470
435
440
450
460
470
978+00 979+00 980+0090° BENDSTA 971+7945° VERT BENDSTA 973+2722.5° BENDSTA 973+4311.25° VERT BENDSTA 978+8711.25° VERT BENDSTA 977+6111.25° VERT BENDSTA 975+06ARVSTA 973+70BLOW OFF VALVESTA 971+60ARSTA 977+50PLOT DATE: 5/11/2020 9:10 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-98 Saved by GFLOYD Save date: 5/8/2020 2:01 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C98
PLAN AND PROFILE
STA 970+00 TO STA 980+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINEOLD SANDBAR
RD

(SR
#1100
)60' R
/W

(ASPHALT
)
60' R/
W
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
20'40'PROPOSED 60'
PERMANENT EASEMENT
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
20'
40'
GWENDOLYN BARBEE MCCARTHY
PID 559204847369
DB 1016 PG 774
NC 205 HWY S
160
JUDY C. TUCKER
PID 559204833004
DB 519 PG 825
NC 205 HWY S
161
EXIST 30' UTILITY
EASEMENTR/WR/W
PP
PP
JUDY C. TUCKER
PID 559204833004
DB 519 PG 825
NC 205 HWY S
161
R/WR/W
B-73
OLD SANDBAR RD(SR #1100)60' R/W (ASPHALT)80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)±14'GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
2
D2
1
D2
3' (MIN)R/WR/W4
D2
1:11:1
XXUGCUGCOHEOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOH
E
OH
E
980+0
0
981+0
0
982+0
0
983+0
0
984+00
985+00
986+00
987+00
988+00
989+00
990+00
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 980+00MATCH LINE STA 990+00STA 983+29
22.5° BEND465460455450445465 4604
6
0
455445
450
STA 982+80
AR
435
440
450
460
470
435
440
450
460
470
980+00 981+00 982+00 983+00 984+00 985+00 986+00 987+00 988+00 989+00 990+0022.5° BENDSTA 983+29ARSTA 982+8011.25° VERT BENDSTA 980+05PLOT DATE: 5/11/2020 9:12 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-99 Saved by GFLOYD Save date: 5/8/2020 2:08 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C99
PLAN AND PROFILE
STA 980+00 TO STA 990+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S NC 205 H
W
Y

(
N
C

#
2
0
5
)
60' R/W (AS
P
H
A
L
T
)60' R/W42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
R/W 40'20'JUDY C. TUCKER
PID 559204833004
DB 519 PG 825
NC 205 HWY S
161
EXIST 30' UTILITY
EASEMENT
PP
WELL
WELL
(APPROX. LOCATION)
WELL
GARY W. BROADWAY
PID 559204727605
DB 1018 PG 583
4220 NC 205 HWY S
CLYDE A. COLEY
PID 559204729584
DB 207 PG 269
NC 205 HWY S CLYDE A. COLEY
PID 559204727398
DB 551 PG 696
4210 NC 205 HWY S162
163
164
R/W
PP
PP
PP
PP
MB
PP
MB (2)
EIP
R/W
R/W
EIP
EIPEIPEIP
EIP
EXIST GRADE
4' (MIN)42" RAW WATER LINE
EXIST UGC
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVEGRAV DRIVEEXIST 30' UTILITY
EASEMENT
4
D2
XXXXXXXXXXXXXXXXXXXXXXXXXXXXUGCOHCOHCOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHE OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
990+00
991+00992+00993+00
994+00
995+00
996+00
997+00
998+00
999+00
1000+00
SFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFMATCH LINE STA 990+00MATCH LINE STA 1000+00STA 992+09
90° BEND
STA 990+50
90° BEND
440445450450
4
4
5
4
4
0
43
5 4304
4
0
4
4
5
415
420
430
440
450
415
420
430
440
450
990+00 991+00 992+00 993+00 994+00 995+00 996+00 997+00 998+00 999+00 1000+0090° BENDSTA 990+5090° BENDSTA 992+09PLOT DATE: 5/11/2020 9:14 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-100 Saved by GFLOYD Save date: 5/8/2020 2:28 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C100
PLAN AND PROFILE
STA 990+00 TO STA 1000+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S NC 205 H
W
Y

(
N
C

#
2
0
5
)
60' R/W (AS
P
H
A
L
T
)60' R/W42" RAW WATER LINE
75 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
B-72
B-71A
PROPOSED 60'
PERMANENT EASEMENT20'40'CLYDE A. COLEY
PID 559204727398
DB 551 PG 696
4210 NC 205 HWY S
JOHN E. DAVIS & AMY C.
PID 559204629482
DB 1331 PG 379
NC 205 HWY S
164
165
EXIST 30' UTILITY
EASEMENT
40'X20'X11'
BORING PIT
20'X20'X10'
RECEIVING PIT
EXIST 30' UTILITY
EASEMENT
PP
PP
PP
PP
PP
EIP
EIP
R/W
R/W
R/W
KAREN D. LITTLE
PID 559204628027
DB 1331 PG 376
NC 205 HWY S
166
R/W
EIP
75 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X10'
BORING PIT
20'X20'X11'
RECEIVING PIT
42" RAW WATER LINE
EXIST GRADE
4' (MIN)S NC 205 HWY(NC #205)60' R/W (ASPHALT)±7'STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4 GRAV DRIVER/WR/W1:11:1
OHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
OHE
1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+
0
0
1010+
0
0
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF
SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 1000+00MATCH L
INE

STA
1010+00
4
3
5
4
3
0 42542
0
4
2
5
4
3
0
43
5
44
0 445
44
5 44043543042042
0
4
2
5 43043544
0
445440440
STA 1000+60
BLOW OFF VALVE
STA 1006+00
ARV STA 1008+62
22.5° BEND
STA 1006+75
11.25° VERT BEND
STA 1007+62
11.25° VERT BEND
STA 1008+28
VERT BEND
412
420
430
440
450
412
420
430
440
450
1000+00 1001+00 1002+00 1003+00 1004+00 1005+00 1006+00 1007+00 1008+00 1009+00 1010+0022.5° BENDSTA 1008+62ARVSTA 1006+00BLOW OFF VALVESTA 1000+6011.25° VERT BENDSTA 1007+6211.25° VERT BENDSTA 1006+75VERT BENDSTA 1008+28PLOT DATE: 5/11/2020 9:16 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-101 Saved by GFLOYD Save date: 5/8/2020 2:47 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C101
PLAN AND PROFILE
STA 1000+00 TO STA 1010+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
S NC 205 HWY (NC #205)
60' R/W (ASPHALT)
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
R/WR/W
40'20'1
D2
KAREN D. LITTLE
PID 559204628027
DB 1331 PG 376
NC 205 HWY S SHIRLEY DAVIS SAUNDERS
PID 559204614328
DB 826 PG 631
NC 205 HWY S
166
167
EXIST 30' UTILITY
EASEMENT
B-71
B-70
40'PROPOSED PERMANENT
EASEMENT (VARIES)VARIESPP
PP
PP
PP
PP PP
EIP
EIP
PP
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
ABANDONED
ABANDONED STRUCTURE
TO BE REMOVED
R/W 60' R/W42" RAW WATER LINE
EXIST GRADE
4' (MIN)R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVE2
D2
3' (MIN)
UGCUGC
UGC
UGC
UGC UGCPPOHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHC
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHC1
0
1
0
+
0
0
1011
+
0
0
1012+
0
0
1013+00 1014+00
1015+00
1016+00
1017+00
1018+00
1019+00
1020+00
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SFSFS
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
MATCH LINE STA 1010+00MATCH LINE STA 1020+00435425
425
420
415 410405
430
43
0
425
420
41
5
41
0
4
0
5
400
395
400
395
400
STA 1010+95
22.5° BEND
EX 18" SD
EX 15" SD
400
410
420
430
440
400
410
420
430
440
1010+00 1011+00 1012+00 1013+00 1014+00 1015+00 1016+00
380
390
400
410
420
380
390
400
410
420
1016+00 1017+00 1018+00 1019+00 1020+0022.5° BENDSTA 1010+95PLOT DATE: 5/11/2020 9:18 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-102 Saved by GFLOYD Save date: 5/8/2020 2:58 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C102
PLAN AND PROFILE
STA 1010+00 TO STA 1020+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)S NC 205 H
W
Y

(
N
C

#
2
0
5
)
60' R/W (A
S
P
H
A
L
T
)60' R/W42" RAW WATER LINE
PROPOSED PERMANENT
EASEMENT (VARIES)VARIESVARIESEXIST 30' UTILITY
EASEMENT
R/W
EXIST 30' UTILITY
EASEMENT
GLENN R. JR SMITH
PID 559102697688
DB 351 PG 321
4015 NC 205 HWY S
168
GLENN R. JR SMITH
PID 559102697688
DB 351 PG 321
4015 NC 205 HWY S
168
PP
PP
PP
PP
R
/
W
R
/
W
MB
MB
VARIES40'PROPOSED PERMANENT
EASEMENT VARIES
EIP
EIP
EIP
EIP
100' R/WEIP
R/W
EXIST GRADE
42" RAW WATER LINE4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
GRAV DRIVE
XUGCUGCUGC
UGE
UG
E
U
G
E
U
G
EWWWWE
EOHCOHC
OHC
OHC OHC
OHC
OHC
OHC
OHC
OHC
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEFPFPFPFPFP1020+00 1021+001022+001023+00 1024+00 1025+00
102
6
+
0
0
102
7
+
0
0
1028+00
1029+00
10
3
0
+
0
0
SF SF SF SF SF
SF
SF SF SF SF SF SF
SF
SF
SF
SF
SFSFSF
SF
SF
S
F
S
F
S
F SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1020+00MATCH LINE STA 1030+00405
400
39
5
3
9
0
405
400
390
385
380
4
0
5 400395
395390385400405410395390385380370365360355350355
360
3
6
5
340345350355355
360
365375370385390395
335325320STA 1020+73
90° BEND
STA 1022+00
22.5° VERT BEND
STA 1022+23
90° BEND
STA 1024+80
11.25° VERT BEND
STA 1025+28
11.25° BEND
STA 1027+23
11.25° BEND
STA 1022+76
11.25° VERT BEND
STA 1021+89
45° VERT BEND
EX 18" SD
EX 18
"
SD
EX
1
8
"

S
D
STA 1022+43
AR
45° VERT BENDSTA 1021+89365
370
380
390
400
365
370
380
390
400
1020+00 1021+00 1022+00 1023+00 1024+00
340
350
360
370
380
340
350
360
370
380
1024+00 1025+00 1026+00 1027+00 1028+00
310
320
330
340
350
310
320
330
340
350
1028+00 1029+00 1030+0011.25° BENDSTA 1027+2311.25° BENDSTA 1025+2811.25° VERT BENDSTA 1022+7690° BENDSTA 1022+2322.5° VERT BENDSTA 1022+0090° BENDSTA 1020+7311.25° VERT BENDSTA 1024+8011.25° VERT BENDSTA 1020+4711.25° VERT BENDSTA 1020+66ARSTA 1022+4322.5° BENDSTA 1029+8911.25° VERT BENDSTA 1029+61PLOT DATE: 5/11/2020 4:24 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-103 Saved by MKARMANOCKY Save date: 5/11/2020 2:51 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C103
PLAN AND PROFILE
STA 1020+00 TO STA 1030+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE±8'EXIST GRADE
S NC 205 (NC #205)
100' R/W (ASPHALT)
R/W
PROPOSED 10' TEMPORARY
CONSTRUCTION EASEMENT
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
PROPOSED 60'
PERMANENT EASEMENT
GLENN R. JR SMITH
PID 559102697688
DB 351 PG 321
4015 NC 205 HWY S
168
EVERETTE C. THOMAS & DORIS LER
PID 559204705209
DB 1538 PG 666
3676 NC 205 HWY S
JENNIFER THOMAS WHITLEY
PID 559204708135
DB 741 PG 636
3650 NC 205 HWY S
169 170
40'20'40'X20'X12'
BORING PIT
20'X20'X22'
RECEIVING PIT
GARDEN
PP
PP
PP
PP
B-68
B-69A
B-69
CLARENCE E. HELMS
PID 559102891768
DB 702 PG 176
3615 NC 205 HWY S
171
R/W
R/W
R/
W
42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
EIP
EIP
EIP
MB
MB100' R/WFEMA 100YR
FLOODPLAIN
80 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X12'
BORING PIT
20'X20'X22'
RECEIVING PIT 4' (MIN)4' (MIN)4' (MIN)S NC 205 (NC #205)100' R/W (ASPHALT)EXIST GRADE
42" RAW WATER LINE
EXIST GRADE
42" RAW WATER LINE
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
POND
SHED
PIER
GRAV
D
RI
V
E
4
D2
STREAM CROSSING S-45
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
EXIST UGC 3' (MIN)1:11:1R/WR/W
UGE
WUGCUGCUGCUGCUGCUGCUGCSDFPFPFPFP
FP1030+00
1031+00
1032+00
1033+00
1
0
3
4
+
0
0
1035+00
1036+00
1037+00
1038+00
1039+00
1
0
4
0
+
0
0
SF SFSF SFSFSFSFSFSFSFSFSFSFSFSFSF SF
SF
SFSFSFSFSFSFSFSFSF SF SF
SF
S
F
S
F
S
F
SF SF SF SF SFSFSFSFSF
SF SFMATCH LINE STA 1030+00MATCH LINE STA 1040+003353303253203
3
5
3
3
0 320315330340345350355360365370375380 3753703653
8
5
3
8
0
3
75
370365360350
355
360
365
370
375
STA 1033+76
45° BEND
STA 1034+94
45° BEND
STA 1036+38
11.25° VERT BEND
STA 1037+40
ARV
STA 1038+69
22.5° VERT BEND
STA 1038+15
22.5° VERT BEND
STA 1039+50
BLOW OFF VALVE
STA 1030+04
22.5° VERT BEND EX 24" SDEX 24"
SDEX 24"
SDEX 24"
SDEX 18"
SD
STA 1033+00
BLOW OFF VALVE
STA 1030+17
ANTI-SEEP COLLAR
STA 1032+71
ANTI-SEEP COLLAR
EX
2
4
"

S
D
305
310
320
330
340
305
310
320
330
340
1030+00 1031+00 1032+00 1033+00 1034+00
320
330
340
350
360
320
330
340
350
360
1034+00 1035+00 1036+00
350
360
370
380
390
350
360
370
380
390
1036+00 1037+00 1038+00
335
340
350
360
370
335
340
350
360
370
1038+00 1039+00 1040+0011.25° VERT BENDSTA 1039+7322.5° VERT BENDSTA 1030+04BLOW OFF VALVESTA 1039+5045° BENDSTA 1034+9445° BENDSTA 1033+76ARVSTA 1037+4022.5° VERT BENDSTA 1038+69BLOW OFF VALVESTA 1033+00ANTI-SEEP COLLARSTA 1030+17ANTI-SEEP COLLARSTA 1032+7111.25° VERT BENDSTA 1036+3822.5° VERT BENDSTA 1038+1545° BENDSTA 1039+93PLOT DATE: 5/11/2020 4:26 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-104 Saved by MKARMANOCKY Save date: 5/11/2020 2:56 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C104
PLAN AND PROFILE
STA 1030+00 TO STA 1040+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20±10'EXIST GRADEROCKY RIVERFEMA 100YR
FLOODPLAIN
B-68
TRENCH AT RIVER
CROSSING
CLARENCE E. HELMS
PID 559102891768
DB 702 PG 176
3615 NC 205 HWY S
171
PROPOSED 40' TEMPORARY
CONSTRUCTION EASEMENT
42" RAW WATER LINE
TOWN OF OAKBORO
PID 01081010
DB 6694 PG 768
7801 HWY 205
172
HWY 205 (NC #205)
100' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT PLEASANT H
ILL
CHURCH RD(SR #1710)60'
R
/W
(ASPHALT)40'20'60 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
20' TEMPORARY
CONSTRUCTION
EASEMENT
PROPOSED 60'
PERMANENT EASEMENT
40'20'1
D1
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT
EIP
EIP
EIP
EIP
EIP
EIP
R/
WR/WR/W2
D2
60' R/W
B-66
B-67
EIP
EIP
PROPOSED 20' PERMANENT
ACCESS EASEMENT
42" RAW WATER LINE 2' (MIN)EXIST GRADE 4' (MIN)FEMA 100YR
FLOODPLAIN
EIP
EIP
PLEASANT HILLCHURCH RD(SR #1710)60' R/W (ASPHALT)ROCKY RIVER
60 LF OF 54" Ø
STEEL CASING
t=0.625" (MIN)
(OPEN CUT)
1
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5GRAV DRIVEGRAV DRIVE
GRAV DRIVE
S
O
I
L

P
A
T
H
R/W
1
D2
42" RAW WATER LINE R/WR/W1:11:1RIVER CROSSING S-46
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCGASGASGGGGGGSD
FP
FP
FP
FP
FP
FP
FP FPFPFPF
P
FP
FP
FPFPFP
1040+00
1041+00
1042+00
1043+00
1044+00
1045+00
1046+00
1047+00
10
4
8
+
0
0
10
4
9
+
0
0
10
5
0
+
0
0
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
S
F
SFSFSFSFS
F
S
F
MATCH LINE STA 1040+00MATCH LINE STA 1050+00STA 1039+93
45° BEND
STA 1041+27
22.5° BEND
STA 1042+77
ARV
STA 1046+14
22.5° BEND
STA 1047+89
22.5° BEND
STA 1049+05
BLOW OFF VALVE
385
390395400
405
4
0
0
3
9
5
3
9
0
3853803
7
5
370
345
350
355
360
365
370
375
380
37
0
36
5
3
6
0
3
5
5
3
5
0
3
4
5
335
335
340
335
340
345
STA 1047+66
11.25° VERT BEND
STA 1046+86
11.25° VERT BEND
STA 1046+86
11.25° VERT BEND
EX 18" SDEX 24" SD EX 18" SDE
X

3
0
"

S
D
STA 1049+17
ANTI-SEEP COLLAR
STA 1049+67
ANTI-SEEP COLLAR
11.25° VERT BEND(BOTTOM)STA 1046+8611.25° VERT BEND(TOP)STA 1046+86340
350
360
370
380
340
350
360
370
380
1040+00 1041+00
350
360
370
380
390
350
360
370
380
390
1041+00 1042+00 1043+00 1044+00 1045+00 1046+00
330
340
350
360
370
330
340
350
360
370
1046+00 1047+00
320
330
340
350
360
320
330
340
350
360
1047+00 1048+00 1049+00 1050+00BLOW OFF VALVESTA 1049+0522.5° BENDSTA 1047+8922.5° BENDSTA 1046+14ARVSTA 1042+7722.5° BENDSTA 1041+2711.25° VERT BENDSTA 1047+66ANTI-SEEP COLLARSTA 1049+17ANTI-SEEP COLLARSTA 1049+6711.25° VERT BENDSTA 1046+24PLOT DATE: 5/11/2020 4:29 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-105 Saved by MKARMANOCKY Save date: 5/11/2020 2:58 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C105
PLAN AND PROFILE
STA 1040+00 TO STA 1050+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)HWY 205 (
N
C

#
2
0
5
)
100' R/W (
A
S
P
H
A
L
T
)100' R/W42" RAW WATER LINE
P
L
E
A
S
A
N
T

H
I
L
L

C
H
U
R
C
H

R
D
(
S
R

#
1
7
1
0
)
6
0
'

R
/W

(
A
S
P
H
A
L
T
)
FEMA 10 YR
FLOODPLAIN
B-65
RS-64
JEFFREY P. SMITH & CRYSTAL J. SMITH
PID 01081002E
DB 6040 PG 221
7927 PLEASANT HILL CHURCH RD
DONNA AUSTIN WHITLEY
PID 01081002
DB # PG #
HWY 205
173
174
PROPOSED 60'
PERMANENT EASEMENT
40'20'MB
1
D2
GARY WAYNE MOORE
PID 01081003
DB # PG #
7722 HWY 205
175
EX 16" GAS
EX 30" GAS
FEMA 10 YR
FLOODPLAIN VARIES20'PROPOSED PERMANENT
EASEMENT (VARIES)
EIP
EIP
EIP
EIP
EIP
EIP
R/
WR/W
EIP
EIP
R/W
EIP
2
D2
42" RAW WATER LINE
EXIST GRADE
4' (MIN)EXIST GRADE
EXIST
16" GAS
EXIST
30" GAS
42" RAW WATER LINE
3' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-47
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
GRAV
D
RI
V
E
GRAV

D
R
I
V
E
40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(PNG CROSSING)
(OPEN CUT)
40 LF 54" Ø
SOLID WALL PVC
CASING - SDR 32.5
PRESSURE CLASS 125
(PNG CROSSING)
(OPEN CUT)
PNG CATHODIC
PROTECTION STATION
MARKER
MARKER
50' PIE
D
M
O
N
T
NATUR
A
L

G
A
S
R/W
MARKER MARKER
MARKER
3' (MIN)3' (MIN)EXIST GRADE
4' (MIN)42" RAW WATER LINE
XXX XXXX
X
X
X
X
X
X
X
X X X X X X X X X X X
X
X
X
X
X
X
XFPFPFPFP1050+0
0
1051+0
0
1052+00
1053+00
1054+00
1055+00
1056+00 1057+00 1058+00
1059+00
1060+00
SFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1050+00MATCH LINE STA 1060+00415
410
405
400
395
390
385
380
370
365360
355350340340345350355360365370375380 3853903954004053
8
5
39
0
39
5
375
390
395
400
405
410
41
5
420
425
430STA 1051+16
22.5° BEND
EX 24" SD
EX 24" SDSTA 1054+67
AR
STA 1050+36
11.25° VERT BEND
325
330
340
350
360
325
330
340
350
360
1050+00 1051+00
340
350
360
370
380
340
350
360
370
380
1051+00 1052+00 1053+00
370
380
390
400
410
370
380
390
400
410
1053+00 1054+00 1055+00 1056+00 1057+00 1058+00
380
390
400
410
420
380
390
400
410
420
1058+00 1059+00 1060+0022.5° BENDSTA 1051+16ARSTA 1054+6711.25° VERT BENDSTA 1050+36PLOT DATE: 5/11/2020 9:26 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-106 Saved by GFLOYD Save date: 5/8/2020 3:54 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C106
PLAN AND PROFILE
STA 1050+00 TO STA 1060+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)42" RAW WATER LINE 4' (MIN)HWY 205 (NC #205)
60' R/W (ASPHALT)60' R/W42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
40'20'FEMA 100YR
FLOODPLAIN
WILLIAM MARVIN ET AL MEGGS
PID 01081008
DB 6530 PG 402
HWY 205
176
R/W
R/W
B-63
R/W
R/W
EXIST GRADE
4' (MIN)EXIST GRADE
42" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EIP
4
D2
4' (MIN)42" RAW WATER LINE
EXIST GRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
X UGCUGCUGCX
OHEOHEOHEOHEOHEOHE1
0
6
0
+
0
0
1
0
6
1
+
0
0
1
0
6
2
+
0
0
1063+
0
0
1064+
0
0
1065+
0
0
1066
+
0
0
1067
+
0
0
1068
+
0
0
106
9
+
0
0 1070+001071+00S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SFSF
SF
SF
MATCH LINE STA 1060+00MATCH
L
INE

STA

1
0
7
0
+
0
0
395400405410415415420425430435440445450455460465470475
470465460455
450
4
4
5
4
5
0 4554604
5
5
45
0
4
4
5
STA 1062+52
22.5° BEND
STA 1065+82
45° BEND
STA 1066+87
AR
405
410
420
430
440
405
410
420
430
440
1060+00 1061+00 1062+00 1063+00 1064+00
425
430
440
450
460
425
430
440
450
460
1064+00 1065+00 1066+00 1067+00 1068+00 1069+00 1070+0045° BENDSTA 1065+8222.5° BENDSTA 1062+52ARSTA 1066+87PLOT DATE: 5/11/2020 9:28 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-107 Saved by GFLOYD Save date: 5/8/2020 4:06 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C107
PLAN AND PROFILE
STA 1060+00 TO STA 1070+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
42" RAW WATER LINE
EXIST GRADE
4' (MIN)42" RAW WATER LINE
EXIST GRADE 4' (MIN)H
W
Y

2
0
5

(
N
C

#
2
0
5
)
60
'

R
/
W

(
A
S
P
H
A
L
T
)R/W60' R/W42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
40'20'B-62
EXIST 30' UTILITY
EASEMENT
WILLIAM MARVIN ET AL MEGGS
PID 01081008
DB 6530 PG 402
HWY 205
176R/W
R/
W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
EXIST 30' UTILITY
EASEMENT
WELL
EIPGRA
V
DR
I
V
E
4
D2
UGC
UGCXXX1070+00 1071+00 1072+00 1073+00 1074+00
1075+001076+00SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFMATCH LINE STA 1070+00450445440435450455475470
465
460
460455STA 1070+68
11.25° VERT BEND
STA 1072+46
11.25° VERT BEND
STA 1074+00
11.25° VERT BEND
STA 1074+33
11.25° VERT BEND
STA 1074+53
90° BEND
45
5
45
0
4
4
5
440
435
STA 1071+87
ARV
STA 1071+47
11.25° VERT BEND
STA 1074+20
BLOW OFF VALVE
X
1076+00
1077+00
1078+00
1079+00 1080+00
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1080+00465460
455
470
475 460465470
475
465
STA 1077+62
ARV
11.25° VERT BENDSTA 1074+3311.25° VERT BENDSTA 1074+0011.25° VERT BENDSTA 1072+4611.25° VERT BENDSTA 1071+4711.25° VERT BENDSTA 1070+68435
440
450
460
470
435
440
450
460
470
1070+00 1071+00 1072+00 1073+00
430
440
450
460
470
430
440
450
460
470
1073+00 1074+00 1075+00 1076+00
440
450
460
470
480
440
450
460
470
480
1076+00 1077+00 1078+00 1079+00 1080+00ARVSTA 1077+6290° BENDSTA 1074+53BLOW OFF VALVESTA 1074+20ARVSTA 1071+87PLOT DATE: 5/11/2020 9:30 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-108 Saved by GFLOYD Save date: 5/8/2020 6:02 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C108
PLAN AND PROFILE
STA 1070+00 TO STA 1080+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT40'20'2
D2
LETHA A HEIRS MILLS
PID 01084007
DB CS15 PG 188
5701 CANNON MILLS RD
177
MARVIN HUBERT MEGGS
PID 01111001
DB 5849 PG 091
7504 HWY 205
178
EXIST GRADE
4' (MIN)42" RAW WATER LINE
EIP
2
D2
42" RAW WATER LINE
EXIST GRADE
4' (MIN)42" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
GRAV DRIVE
G
R
A
V

D
R
I
V
E
1
D2
3' (MIN)EXIST GRADE
42" RAW WATER LINE
PLAN
1" = 40'
MATCHLINE MATCHLINE MATCHLINEMATCHLINEPROPOSED 60'
PERMANENT EASEMENT40'20'
UGCUGCUGCUGCUGCUGCTOHEOHEOHE1080+00 1081+00 1082+00
1083+00
1084+00
1085+00
1086+00
1087+00
1088+00
1089+00
1090
+
0
0
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 1080+00MATCH L
INE

STA
1090+00
STA 1083+41
BLOW OFF VALVE
STA 1083+58
45° VERT BEND
STA 1087+07
11.25° BEND
STA 1087+94
11.25° VERT BEND
STA 1088+66
11.25° VERT BEND
STA 1089+27
11.25° BEND
4604554504454404354454404354354404454504554604604
5
5 4504304304354
4
0
4
4
5
4
5
0
4
5
5
445450450440440445 450EX 24" SDSTA 1087+87
AR
45° VERT BENDSTA 1083+5811.25° VERT BENDSTA 1088+66425
430
440
450
460
425
430
440
450
460
1080+00 1081+00 1082+00 1083+00
420
430
440
450
460
420
430
440
450
460
1083+00 1084+00 1085+00 1086+00 1087+00 1088+00 1089+00 1090+0011.25° BENDSTA 1089+2711.25° VERT BENDSTA 1087+9411.25° BENDSTA 1087+07BLOW OFF VALVESTA 1083+41ARSTA 1087+87PLOT DATE: 5/11/2020 9:32 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-109 Saved by GFLOYD Save date: 5/8/2020 6:35 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C109
PLAN AND PROFILE
STA 1080+00 TO STA 1090+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE VARIES20'WETLAND
B-60
1
D2
SHERRON PHILEMON
PID 01111004
DB 5870 PG 723
HWY 205
179
EXIST 30' UTILITY
EASEMENT
WETLAND
B-59
EIP
EIP
PP
B-61
MARVIN HUBERT MEGGS
PID 01111001
DB 5849 PG 091
7504 HWY 205
178
SHERRON PHILEMON
PID 01111004
DB 5870 PG 723
HWY 205
179
MB
PROPOSED PERMANENT
EASEMENT (VARIES)
NC HW
Y

2
0
5
60' R/
W

(
C
L
A
MI
E
D
)60'
R
/W
EXIST 30'
EASEMENT
R/W R/W
R/W
R/W
42" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
G
R
A
V

D
R
I
V
E
EXIST GRADE
42" RAW WATER LINE
4
D2
X
X
X
X
X
X
XXXXXUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGE
OHE
OHE OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1090+00
1091+00
1092+001093+00
1094+00
1095+00
1096+0
0
1097+0
0
1098+0
0
1099+0
0
110
0
+
0
0
SF
SF
SF
SF
SF SFSFSFSFSFSF
SF SF SF SF SF
SF
SF
SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 1090+00MATCH
L
INE

STA

1
1
0
0+
0
0
STA 1091+80
90° BEND
STA 1094+45
22.5° BEND
STA 1099+05
11.25° BEND
STA 1099+20
45° VERT BEND
4454504554604654704754804
6
5 470475475480
485475480485490495495 490455450445STA 1092+99
90° BEND
EX 12" SD EX 18
"
SD
STA 1097+40
AR
STA 1097+28
11.25° VERT BEND
STA 1097+49
11.25° VERT BEND
435
440
450
460
470
435
440
450
460
470
1090+00 1091+00 1092+00 1093+00 1094+00
455
460
470
480
490
455
460
470
480
490
1094+00 1095+00 1096+00 1097+00 1098+00 1099+00 1100+0011.25° BENDSTA 1099+0522.5° BENDSTA 1094+4590° BENDSTA 1091+8090° BENDSTA 1092+9945° VERT BENDSTA 1099+2011.25° VERT BENDSTA 1097+28ARSTA 1097+4011.25° VERT BENDSTA 1097+49PLOT DATE: 5/11/2020 9:37 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-110 Saved by GFLOYD Save date: 5/8/2020 6:48 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C110
PLAN AND PROFILE
STA 1090+00 TO STA 1100+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
NC HWY 20
5
60' R/W (AS
P
H
A
L
T
)
R/W
60' R/WEXIST 30'
EASEMENT
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
4' (MIN)40'X20'X14'
BORING PIT
61 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X12'
RECEIVING PIT
42" RAW WATER LINE
CHARLIE BAUCOM
PID 01111006C
DB 6200 PG 771
7313 HWY 205
180
SHERRON PHILEMON
PID 01111004
DB 5870 PG 723
HWY 205
179
R/W
R/WR/W
40'
20'
20'X20'X12'
RECEIVING PIT
40'X20'X14'
BORING PIT
61 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
42" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
NC HWY 20560' R/W (ASPHALT)±7'EXIST UGC
PP
PP
PP
PP
PP
PP
EIP
GRAV DRIVEFOUNDATION
EXIST 30' UTILITY
EASEMENT
GRAVEL/ROCK
PILE
GRAVEL/ROCK
PILE
GRAVEL/ROCK
PILE
GRAVEL/ROCK
PILE
GATE
GRAVEL/ROCK
PILE
181
DEENIS R. REED & PATRICIA R. WF
PID 01111009
DB # PG #
7225 HWY 205
EXIST GRADER/WR/W1:11:14
D2
X X X X X X
X XXXXX X X X X X X X X X
XXXXXXXXXX X X X X X X
XX XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
X
X
X
X
XXXXXXXXXXXXXXXXXXUGCUGCUGCUGCUGCUGCUGCUGCUGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGEUGEUGE
UGEUGETTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1100+00
1101+00
1102+00
1103+00
1104+00
1105+00 1106+00 1107+00
1108+0
0
1109+0
0
1110+0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 1100+00MATCH LINE STA 1110+00STA 1104+43
11.25° BEND
490 485480475485
49
5 485480
485EX 18" SDEX 18"
S
D
STA 1105+80
AR EX 18" SD460
470
480
490
500
460
470
480
490
500
1100+00 1101+00 1102+00 1103+00 1104+00 1105+00 1106+00 1107+00 1108+00 1109+00 1110+0011.25° BENDSTA 1104+43ARSTA 1105+80PLOT DATE: 5/11/2020 9:39 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-111 Saved by GFLOYD Save date: 5/8/2020 6:54 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C111
PLAN AND PROFILE
STA 1100+00 TO STA 1110+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT60' R/WB-58
181
DEENIS R. REED & PATRICIA R. WF
PID 01111009
DB # PG #
7225 HWY 205
42" RAW WATER LINE
NC HWY 205
60' R/W (ASPHALT)
R/W
R/W
R/W
R/W
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
EIP
EXIST 30' UTILITY
EASEMENT
GRAV DRIVEPP
PP
CONCRETE RETAINING WALL
5 LF OF RETAINING
WALL TO BE REMOVED.
48" OAK
16" PECAN
24" PECAN
WOVEN WIRE FENCE W/WOODEN TOP RAILWOVEN WIRE FENCE W/
WOODEN TOP RAIL
WOVEN WIRE FENCE W/
WOODEN TOP RAIL
WOODEN RAIL FENCE
(CORRAL)
1SBD
GARAGE
GRAV
PARKING
4
D2
X
X
XXX XXXXXXXXXXXXXXXXXXXXXXXXXX X
X
XUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGETOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1110+0
0
1111+00 1112+00 1113+00 1114+00 1115+00 1116+00 1117+00 1118+00 1119+00 1120+00
SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1110+00MATCH LINE STA 1120+00495490485480490495495490
500
4
9
5
EX 15" SD EX 18" SDEX 15" SDEX 15" SD
STA 1111+20
AR
STA 1114+00
AR
470
480
490
500
510
470
480
490
500
510
1110+00 1111+00 1112+00 1113+00 1114+00 1115+00 1116+00 1117+00 1118+00 1119+00 1120+00ARSTA 1111+20ARSTA 1114+00PLOT DATE: 5/11/2020 9:41 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-112 Saved by GFLOYD Save date: 5/8/2020 6:59 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C112
PLAN AND PROFILE
STA 1110+00 TO STA 1120+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'183
EXIST GRADE
4' (MIN)42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
60' R/W42" RAW WATER LINE
B-57
VERA S. OTTERSTADT
PID 01111016
DB # PG #
HWY 205
182
WILLIAM KEITH STARNES
PID01111015
DB 6631 PG 823
7121 HWY 205
181
DEENIS R. REED & PATRICIA R. WF
PID 01111009
DB # PG #
7225 HWY 205
NC HWY 205
60' R/W (ASPHALT)
R/W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
EIP
EIP
GRAV DRIVEEIP
EXIST UGC
EXIST UGE
R/W
R/W
VARIES40'4
D2
4
D2
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC UGCUGCUGCUGCUGCTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1120+00 1121+00 1122+00 1123+00 1124+00 1125+00 1126+00 1127+00 1128+00 1129+00 1130+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1120+00MATCH LINE STA 1130+00475
48
0
4
8
5 4904
9
0
48
5
480485490495500 485
EX 15" SD
EX 12" SD
EX 15" SDSTA 1120+70
AR
470
480
490
500
510
470
480
490
500
510
1120+00 1121+00 1122+00 1123+00 1124+00 1125+00 1126+00 1127+00 1128+00 1129+00 1130+00ARSTA 1120+70PLOT DATE: 5/11/2020 9:43 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-113 Saved by GFLOYD Save date: 5/8/2020 7:08 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C113
PLAN AND PROFILE
STA 1120+00 TO STA 1130+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
JOHN AUSTIN BREWER
PID 01111006
DB 5849 PG 0700
156 HWY 205
PROPOSED 60'
PERMANENT EASEMENT
20'40'184
EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-56
EXIST 30' UTILITY
EASEMENT
60' R/W42" RAW WATER LINE
NC HWY 205
60' R/W (ASPHALT)
R/W
R/W R/W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
EXIST 30' UTILITY
EASEMENT
PP
PP
4
D2
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X X X X X X
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTTTOHEOHEOHEOHEOHEOHEOHEOHE1130+0
0
1131+00
1132+00
1133+00 1134+00 1135+00
1136+00
1137+00
1138+00
1139+00
1140+00
SF
SF
SF
SF
SF SF SF SF SFMATCH LINE STA 1130+00MATCH LINE STA 1140+00STA 1133+80
ARV
500500500495
4
9
5
495490485
495EX 15" SD
EX 15" SD
EX 15"
S
D
475
480
490
500
510
475
480
490
500
510
1130+00 1131+00 1132+00 1133+00 1134+00 1135+00 1136+00 1137+00 1138+00 1139+00 1140+00ARVSTA 1133+80PLOT DATE: 5/11/2020 9:45 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-114 Saved by GFLOYD Save date: 5/8/2020 7:18 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C114
PLAN AND PROFILE
STA 1130+00 TO STA 1140+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-55
EXIST 30' UTILITY
EASEMENT
60' R/WJOHN AUSTIN BREWER
PID 01111006
DB 5849 PG 0700
156 HWY 205
184
42" RAW WATER LINE
2
D2
NC HWY 205
60' R/W (ASPHALT)
R/W
R/W
R/W
R/W
EXIST UGC
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PED
EIP
EIP
GRAV DRIVEPED
EXIST 30' UTILITY
EASEMENT
XXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X XXXXXXXXXX
X
XXXX
X
X
X
X
X
XUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTTOHEOHE1140+00
1141+00
1142+00
1143+00
1144+00
1145+00 1146+00
1147+00
1148+00
1149+00
1150+00
SF SF SF SF SF SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 1140+00MATCH LINE STA 1150+00STA 1143+34
BLOW OFF VALVE
4954904854855
0
0
495 490480
480485500495
490
EX 18" SDEX 15" SD
EX 18" SD EX 30" SDSTA 1147+32
AR
465
470
480
490
500
465
470
480
490
500
1140+00 1141+00 1142+00 1143+00 1144+00 1145+00 1146+00 1147+00 1148+00 1149+00 1150+00BLOW OFF VALVESTA 1143+34ARSTA 1147+32PLOT DATE: 5/11/2020 4:31 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-115 Saved by MKARMANOCKY Save date: 5/11/2020 3:00 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C115
PLAN AND PROFILE
STA 1140+00 TO STA 1150+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-54
EXIST 30' UTILITY
EASEMENT
1
D2
60' R/WJOHN AUSTIN BREWER
PID 01111006
DB 5849 PG 0700
156 HWY 205
184
JUSTIN J. BURKE
PID 01111006A
DB 5907 PG 886
6901 HWY 205
185
LOUIS ANTHONY JR PALOMBA
PID 011114003
DB 6870 PG 696
6809 HWY 205
186
42" RAW WATER LINE
NC HWY 205
60' R/W (ASPHALT)
R/W
EXIST 30' UTILITY
EASEMENT
R/W
R/W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
EIP
EIP
EIP
EIP
EIP
PP GRAV DRIVEGRAV DRIVEGRAV DRIVEEXIST UGC
WETLAND
WETLAND
PED
PED
4
D2
WELL
STREAM CROSSING S-48
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)3' (MIN)
XXXXX
X
X
X
X
X
X
X
X
X
XXXXXX
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1150+00
1151+00
1152+00
1153+00
1154+00 1155+00
1156+00
1157+00
1158+00
1159+00
1160+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1150+00MATCH LINE STA 1160+004
9
5
5
0
0490
500
495
495500EX 15" SD
EX 12" SD
STA 1153+90
AR
470
480
490
500
510
470
480
490
500
510
1150+00 1151+00 1152+00 1153+00 1154+00 1155+00 1156+00 1157+00 1158+00 1159+00 1160+00ARSTA 1153+90PLOT DATE: 5/11/2020 9:48 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-116 Saved by GFLOYD Save date: 5/8/2020 7:25 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C116
PLAN AND PROFILE
STA 1150+00 TO STA 1160+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC HWY 205
60' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-53
EXIST 30' UTILITY
EASEMENT
60' R/WCYNTHIA HARTSELL COTRUSTEE HAYES
PID 01114002
DB 7246 PG 333
6623 HWY 205
190AMANDA R. STARNES
PID 01114003B
DB 6309 PG 167
6721 HWY 205
189
KEVIN R. STARNES
PID 01114003D
DB 6309 PG 167
HWY 205
188
CHARLES ALLEN DEAL
PID 011114003A
DB 4409 PG 565
6801 HWY 205
187
42" RAW WATER LINE
R/W
R/W
R/W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
EIP
EIP EIP
GRAV DRIVE3' (MIN)4
D2
XXXXXXXXXXXXXXXXXXXXX X X X X
XXXXXXXXXXXX X X X X XXXXUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTOHEOHEOHEOHEOHE1160+00 1161+00 1162+00 1163+00 1164+00 1165+00 1166+00 1167+00 1168+00 1169+00 1170+00
SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFMATCH LINE STA 1160+00MATCH LINE STA 1170+00495
500
505510505510515505495EX 15" SDEX 36" SDEX 15" SD
480
490
500
510
520
480
490
500
510
520
1160+00 1161+00 1162+00 1163+00 1164+00 1165+00 1166+00 1167+00 1168+00 1169+00 1170+00
PLOT DATE: 5/11/2020 9:50 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-117 Saved by GFLOYD Save date: 5/8/2020 7:31 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C117
PLAN AND PROFILE
STA 1160+00 TO STA 1170+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC HWY 205
60' R/W (ASPHALT)
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-52
EXIST 30' UTILITY
EASEMENT
60' R/WCYNTHIA HARTSELL COTRUSTEE HAYES
PID 01114002
DB 7246 PG 333
6623 HWY 205
190
CYNTHIA HARTSELL COTRUSTEE HAYES
PID 01114002
DB 7246 PG 333
6623 HWY 205
190
42" RAW WATER LINE
R/W
R/W
R/W
R/W
EXIST WATER SERVICE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PP
PP
WETLAND
GRAV DRIVEWELL GRAV DRIVEPED
EIP
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTTOHEOHEOHEOHE1170+00
1171+00
1172+00
1173+00
1174+00
1175+00 1176+00 1177+00
1178+00
1179+00
1180
+
0
0
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF
SF
SF
SF
SF
SFMATCH LINE STA 1170+00MATCH LINE STA 1180+00STA 1179+05
11.25° BEND
520
515
5305205255205255105
2
5
STA 1177+20
AR
EX 18" SDEX 18" SD500
510
520
530
540
500
510
520
530
540
1170+00 1171+00 1172+00 1173+00 1174+00 1175+00 1176+00 1177+00 1178+00 1179+00 1180+0011.25° BENDSTA 1179+05ARSTA 1177+20PLOT DATE: 5/11/2020 9:52 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-118 Saved by GFLOYD Save date: 5/8/2020 7:44 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C118
PLAN AND PROFILE
STA 1170+00 TO STA 1180+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-51
EXIST 30' UTILITY
EASEMENT
MARY REED MOORE
PID 01114001
DB #### PG ###
130 HWY 205
192
DANNY P. SMITH
PID 01114009
DB 4700 PG 826
6518 HWY 205
191
CYNTHIA HARTSELL COTRUSTEE HAYES
PID 01114002
DB 7246 PG 333
6623 HWY 205
190
NC HWY 205
60' R/W (ASPHALT)
R/W 60' R/W42" RAW WATER LINE
R/W
R/W
R/W
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PPGRAV DR
IVE
EIP
EIP
EIP
PED
4
D2
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCCOHEOHEOHEOHEOHEOHE1180+00
1181+00 1182+001183+00
1184+00
1185+00
1186+00
1187+00
1188+00
1189+00
1190+00
SF
SF
SF
SF
SF
SF SFSFS
F
S
F
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
MATCH LINE STA 1180+00MATCH LINE STA 1190+00STA 1181+05
45° AND 11.25° COMBO BEND
STA 1182+63
90° BEND
STA 1182+85
22.5° VERT BEND
STA 1182+97
22.5° BEND
STA 1188+90
ARV
STA 1182+65
22.5° VERT BEND
535
540
530 535540EX 18" SDEX 18" SD
EX 18" SD
22.5° VERT BENDSTA 1182+8522.5° VERT BENDSTA 1182+65505
510
520
530
540
505
510
520
530
540
1180+00 1181+00 1182+00 1183+00 1184+00 1185+00 1186+00 1187+00 1188+00 1189+00 1190+00ARVSTA 1188+9022.5° BENDSTA 1182+9790° BENDSTA 1182+6345° AND 11.25°COMBO BENDSTA 1181+05PLOT DATE: 5/11/2020 9:54 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-119 Saved by GFLOYD Save date: 5/8/2020 8:01 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C119
PLAN AND PROFILE
STA 1180+00 TO STA 1190+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NC HWY 20
5
60' R/W (AS
P
H
A
L
T
)
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-50
EXIST 30' UTILITY
EASEMENT
2
D2
60' R/WARNOLD BENTON BAUCOM & CHARLENE WF
PID 01144012A
DB 0409 PG 945
6318 HWY 205
193
MARY REED MOORE
PID 01114001
DB #### PG ###
130 HWY 205
192
MARY REED MOORE
PID 01114001
DB #### PG ###
130 HWY 205
192
MARY REED MOORE
PID 01114001
DB #### PG ###
130 HWY 205
192
O
L
D

K
E
N
N
E
D
Y

R
O
A
D

R
O
A
D

S
R
-
1
7
1
1
6
0
'

R
/W

(
A
S
P
H
A
L
T
)
20'X20'X14'
RECEIVING PIT
110 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X20'X12'
BORING PIT
42" RAW WATER LINE
EX UGC
B-49
40'X20'X14'
BORING PIT
110 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
20'X20'X12'
RECEIVING PITR/W
PROPOSED 60'
PERMANENT EASEMENT 20'40'R/W
R/W
R/W
R/W
R/W
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
WELL
NC HWY 20560' R/W (ASPHALT)±8'PP
PED
3' (MIN)3' (MIN)R/WR/W1:11:1
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCCOHEOHEOHEOHE1190+00
1191+00
1192+00
1193+00
1194+00
1195+00
1196+00
1197+0
0
1198+0
0
1199+0
0
1200+0
0
SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 1190+00MATCH LINE STA 1200+00STA 1196+80
22.5° BEND525530535540
535
530
525STA 1197+20
SURGE CRITICAL ARV
500
510
520
530
540
500
510
520
530
540
1190+00 1191+00 1192+00 1193+00 1194+00 1195+00 1196+00 1197+00 1198+00 1199+00 1200+0022.5° BENDSTA 1196+80SURGE CRITICALARVSTA 1197+20PLOT DATE: 5/12/2020 9:09 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-120 Saved by MKARMANOCKY Save date: 5/11/2020 3:02 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C120
PLAN AND PROFILE
STA 1190+00 TO STA 1200+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-48
EXIST 30' UTILITY
EASEMENT 60' R/WNC HWY 205
60' R/W (ASPHAL
T
)
R/W
PROPOSED 60'
PERMANENT EASEMENT
20'40'R/W
R/W R/W
EVERETT DEWAYNE LITTLE AND JEFFREY RAY LITTLE
PID 01117011
DB CS13 PG 398
FISH RD
194
ARNOLD BENTON BAUCOM & CHARLENE WF
PID 01144012A
DB 0409 PG 945
6318 HWY 205
193
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
2
D2
42" RAW WATER LINEGRAV DR
IVE
PP
EXIST UGC
STREAM CROSSING S-49
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)
OHEOHE1200+00 1201+00 1202+00 1203+00 1204+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF
MATCH LINE STA 1200+00530
530535530
STA 1203+50
AR
510
520
530
540
550
510
520
530
540
550
1200+00 1201+00 1202+00 1203+00 1204+00 1205+00 1206+00 1207+00 1208+00 1209+0090° BENDSTA 1206+10SURGE CRITICAL ARVSTA 1207+19ARSTA 1203+50UGCUGCUGCUGCUGCUGCUGCUGCOHEOHCOHCOHCOHCOHC1205+001206+001207+00 1208+00 1209+00
SFSFSFSFSFSF SF SF SF SF SF
SF SF SF SF SF SF SF SF
STA 1206+10
90° BEND
STA 1207+19
SURGE CRITICAL ARV
PLOT DATE: 5/12/2020 9:12 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-121 Saved by MKARMANOCKY Save date: 5/12/2020 8:28 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C121
PLAN AND PROFILE
STA 1200+00 TO STA 1209+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE
WETLAND
POND MATCHLINESTA 1209+00LAKEVIEW LOAN SERVICING LLC
PID 01144021
DB 7216 PG 369
6302 HWY 205
EVERETT DEWAYNE LITTLE AND JEFFREY RAY LITTLE
PID 01117011
DB CS13 PG 398
FISH RD
194
EVERETTE LITTLE
PID 01144022
DB 6562 PG 778
6210 HWY 205
195
EVERETTE LITTLE
PID 01144022
DB 6562 PG 778
6210 HWY 205
195
EVERETT DEWAYNE LITTLE AND JEFFREY RAY LITTLE
PID 01117011
DB CS13 PG 398
FISH RD
194
PROPOSED 60'
PERMANENT EASEMENT20'40'4
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
42" RAW WATER LINE
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
EXIST 30' UTILITY
EASEMENT
FISH ROAD SR-1706
60' R/W (ASPHALT)
2
D260' R/WPROPOSED 60'
PERMANENT EASEMENT20'40'R/W
R/W
R/W
R/W
PP
PP PP
EIP
B-47
B-46
PLAN
1" = 40'
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
CWUGEUGCUGCUGCUGCUGCUGCUGCUGCOHEOHEOHE
OHE OHCOHEOHEOHEOHEOHCOHCOHCOHCOHCWWWWUGCUGCUGCUGCUGCOHEOHCOHCOHEOHEOHEOHEOHEOHCOHEOHEOHEOHE1208+001209+001210+00 1211+00 1212+00 1213+00 1214+00 1215+00 1216+00 1217+00 1218+00
1219+00
1220+00SFSFSFSFSFSF
SFSF
SFSFSFSFSFSF SF SF SF SF SF SF
SFSFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF SF SF
STA 1213+25
11.25° VERT BEND
STA 1211+62
45° VERT BEND
STA 1211+69
45° VERT BEND
520
51
5
525530530
525
520
515
51
0
5
0
5 5155
1
0
EX 12" SDEX 12" SDEX 18" SDSTA 1210+77
AR
STA 1213+44
11.25° VERT BEND
STA 1215+26
11.25° VERT BEND
STA 1215+53
11.25° VERT BEND
510
520
530
540
550
510
520
530
540
550
1209+00 1210+00 1211+00 1212+00 1213+00 1214+00 1215+00
490
500
510
520
530
490
500
510
520
530
1215+00 1216+00 1217+00 1218+00 1219+00 1220+0045° VERT BENDSTA 1211+6245° VERT BENDSTA 1211+6911.25° VERT BENDSTA 1213+2511.25° VERT BENDSTA 1215+26ARSTA 1210+7790° BENDSTA 1209+6011.25° VERT BENDSTA 1209+6611.25° VERT BENDSTA 1213+4411.25° VERT BENDSTA 1215+53PLOT DATE: 5/12/2020 9:13 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-122 Saved by MKARMANOCKY Save date: 5/12/2020 9:03 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C122
PLAN AND PROFILE
STA 1209+00 TO STA 1220+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)42" RAW WATER LINE
60' R/W
EXIST GRADENC HWY-21860' R/W (ASPHALT)R/WEXIST
UGC
4' (MIN)42" RAW WATER LINE
42" RAW WATER LINE
20'X20'X16'
RECEIVING PIT
100 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40'X40'X11'
BORING PIT
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(SEE NOTE 1)
(OPEN CUT)
60' R/W
EXIST 30' UTILITY
EASEMENT
PROPOSED 60'
PERMANENT EASEMENT20'40'R/WR/WR/WR/WR/WR/WR/WFISH ROAD SR-170660' R/W (ASPHALT)PAULA SMITH ANYA FIELDER
PID 01144031
DB CS15 PG 087
NC 205
197
JAMES B JR EDWARDS & MARGARET J
PID 01144025A
DB #### PG ###
6821 HWY 218 E
196
B-43
EXIST 6"
PVC WATER
EXIST UGCFISH ROAD SR-170660' R/W (ASPHALT)NC HWY-21860' R/W (ASPHALT)20'X20'X16'
RECEIVING PIT 40'X40'X11'
BORING PIT
100 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(TRENCHLESS)
40 LF 54" Ø
STEEL CASING
t=0.625" (MIN)
(SEE NOTE 1)
(OPEN CUT)
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
±6'±7'PP
PP
PPPP
PP
PP
PP
PP
PP
PP
PROPANE
TANK
4
D2
3' (MIN)1:11:11:11:1R/WR/WR/WR/WMATCHLINESTA 1209+00MATCHLI
N
E
STA 1209
+
0
0
UGEUGEUGESS FMSS FMSS FMSS FMEX
X
X
X
X
XXXXXXX
X
X
X
XWWWSDSD1219+001220+001221+001222+001223
+
0
0
1224+
0
0
1225
+
0
0
1226
+
0
0
1227
+
0
0
1228+
0
0
1229+
0
0
1230+
0
0
SFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMA
T
C
H

L
I
N
E

S
T
A

1
2
2
0
+
0
0
MATCH LINE STA 1230+00500500505
505
505505505505
505
505
505505510510
510 510515515
515515520520520520STA 1222+47
45° AND 11.25° COMBO BEND
STA 1222+97
BLOW OFF VALVE
480
490
500
510
520
480
490
500
510
520
1220+00 1221+00 1222+00 1223+00 1224+00 1225+00 1226+00 1227+00 1228+00 1229+00 1230+0045° AND 11.25° COMBO BENDSTA 1222+47BLOW OFF VALVESTA 1222+97PLOT DATE: 5/12/2020 9:15 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-123 Saved by MKARMANOCKY Save date: 5/12/2020 8:54 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C123
PLAN AND PROFILE
STA 1220+00 TO STA 1230+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
197
4' (MIN)DIRECTOR-PLANNING UNION SCH
PID 01144029
DB 5950 PG 162
6106 HWY 205
PAULA SMITH ANYA FIELDER
PID 01144031
DB CS15 PG 087
NC 205
198
EIP
B-42
PROPOSED 60'
PERMANENT EASEMENT 20'40'42" RAW WATER LINE
42" RAW WATER LINE
EXIST GRADE
1
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
ASPH TRAC
K
PACKAGE SEWAGE AND
DENITRIFICATION SYSTEM
WELL
EXIST 24" SD
PROPOSED 25' TEMPORARY
CONSTRUCTION EASEMENT
EXIST WATER
SERVICE
EXIST SS FM
UGEUGEUGEUGESS
FM
SS FMSS FMSS
FM
SS FMSS FMUGEUGEPPPPEX
X
X
X
X
X
X
XXXXXXXXXXXXWWOHE1230+00 1231+00 1232+00 1233+00 1234+00 1235+00 1236+00 1237+00 1238+00 1239+00 1240+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1230+00MATCH LINE STA 1240+005055055
0
5 50551051051051051051051551551551
5
520 52052052052552
5
530EX 1
5
"

S
D
490
500
510
520
530
490
500
510
520
530
1230+00 1231+00 1232+00 1233+00 1234+00 1235+00 1236+00 1237+00 1238+00 1239+00 1240+00
PLOT DATE: 5/11/2020 4:35 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-124 Saved by MKARMANOCKY Save date: 5/11/2020 3:04 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C124
PLAN AND PROFILE
STA 1230+00 TO STA 1240+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'4' (MIN)42" RAW WATER LINE
B-41
EIP
EIP
PAULA SMITH ANYA FIELDER
PID 01144031
DB CS15 PG 087
NC 205
DIRECTOR-PLANNING UNION SCH
PID 01144029
DB 5950 PG 162
6106 HWY 205
198
197
42" RAW WATER LINE
EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EXIST UGE
SEWAGE LAGOON
WELL
PROPOSED 25' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-50
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
WWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHC1240+00 1241+00
1242+00
1243+
0
0
1244+
0
0
1245+
0
0
1246+
0
0
1247+
0
0
1248+001249+001250+
0
0
1251+
0
0
SF
SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFSFSFSFSFSTA 1242+00
SURGE CRITICAL ARV
STA 1247+30
SURGE CRITICAL ARV
STA 1247+57
90° BEND
525
5
2
5
525
525 525530
535535535
54
0
545 EX 18" SDEX 15" SDSTA 1250+29
SURGE CRITICAL ARV
510
520
530
540
550
510
520
530
540
550
1240+00 1241+00 1242+00 1243+00 1244+00 1245+00 1246+00 1247+00 1248+00 1249+00 1250+00 1251+00SURGE CRITICAL ARVSTA 1242+00SURGE CRITICAL ARVSTA 1247+3090° BENDSTA 1247+57SURGE CRITICAL ARVSTA 1250+2990° BENDSTA 1249+94PLOT DATE: 5/11/2020 10:16 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-125 Saved by GFLOYD Save date: 5/8/2020 9:11 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C125
PLAN AND PROFILE
STA 1240+00 TO STA 1251+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
197
EXIST GRADE
4' (MIN)60 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
2
D2
NC HW
Y

2
0
5
60' R/W

(
A
S
P
H
A
L
T
)
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT
20'40'
B-39
B-38
60 LF 54" Ø
STEEL CASING
t=0.625"
(TRENCHLESS)
PAULA SMITH ANYA FIELDER
PID 01144031
DB CS15 PG 087
NC 205
MARGARET T HEIRS ET AL BREWER
PID 01147001
DB W16E PG 787
235 HWY 205
199
60'
R
/W
EXIST 30' UTILITY
EASEMENT
42" RAW WATER LINE
20'X40'X11' BORING PIT
20'X20'X15' RECEIVING PIT
20'X20'X15'
RECEIVING PIT
20'X40'X11' BORING PIT
2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EX 12" DIP WL
±11'NC HWY 20560' R/W (ASPHALT)B-40
PP
PP
PP
PP MATCHLINE
STA 1250+00MATCHLINESTA 1240+002
D2
R/WR/W1:11:1R/W
R/W
R/W
R/W
3' (MIN)
WWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHC1251+00 1252+00 1253+00 1254+00 1255+00 1256+00 1257+00 1258+00 1259+00 1260+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSF5
2
5 5255255255305
3
0530
535535535535540
540540540545550555
EX 24" SDEX 18" SD
510
520
530
540
550
510
520
530
540
550
1251+00 1252+00 1253+00 1254+00 1255+00 1256+00 1257+00 1258+00 1259+00 1260+00
PLOT DATE: 5/11/2020 10:18 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-126 Saved by GFLOYD Save date: 5/8/2020 9:33 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C126
PLAN AND PROFILE
STA 1251+00 TO STA 1260+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
EXIST 30' UTILITY
EASEMENT
60' R/WNC HWY 205
60' R/W (ASPHALT)
B-37
FRANCES N. & WILLIAM FRED SIMPSON
PID 01144001
DB #### PG ###
HWY 218
FRANCES N. & WILLIAM FRED SIMPSON
PID 01144001
DB #### PG ###
HWY 218
200
200
42" RAW WATER LINE3' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
42" RAW WATER LINE
PP PP PP PP
PP
FH
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT MATCHLINESTA 1260+00MATCHLINESTA 1251+00
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWCXXXXXXXXXXXXXXXXXXX X X X XXXXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHC1260+00 1261+00 1262+00 1263+00 1264+00 1265+00 1266+00 1267+00 1268+00 1269+00 1270+00 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1260+00MATCH LINE STA 1270+00EX 12" SD
EX 18" SD510
520
530
540
550
510
520
530
540
550
1260+00 1261+00 1262+00 1263+00 1264+00 1265+00 1266+00 1267+00 1268+00 1269+00 1270+00
PLOT DATE: 5/11/2020 10:20 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-127 Saved by GFLOYD Save date: 5/8/2020 9:44 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C127
PLAN AND PROFILE
STA 1260+00 TO STA 1270+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
200
4' (MIN)EXIST 30' UTILITY
EASEMENT
60' R/WNEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
EIP
EIP
B-36
42" RAW WATER LINE
PROPOSED 60'
PERMANENT EASEMENT20'40'FRANCES N. & WILLIAM FRED SIMPSON
PID 01144001
DB #### PG ###
HWY 218 MELVYN CORNELIUS ET AL SIMPSON
PID 01147003
DB W18E PG 874
110 C NEW SALEM RD
201
42" RAW WATER LINE
EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
PP
PP
PP
PP
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENTR/WR/WR/W
R/W
R/W
R/W
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGEUGEWWWWWWWWWWWWWWWTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHC1270+00 1271+00 1272+00 1273+00 1274+00 1275+00 1276+00 1277+00 1278+00 1279+00 1280+00SFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1270+00MATCH LINE STA 1280+00STA 1274+80
SURGE CRITICAL ARV530 530530530535535535535535535 53553553
5
540540540540540
5405
4
0 545545550550EX 24" SDEX 18" SD510
520
530
540
550
510
520
530
540
550
1270+00 1271+00 1272+00 1273+00 1274+00 1275+00 1276+00 1277+00 1278+00 1279+00 1280+00SURGE CRITICAL ARVSTA 1274+80PLOT DATE: 5/11/2020 4:38 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-128 Saved by MKARMANOCKY Save date: 5/11/2020 3:07 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C128
PLAN AND PROFILE
STA 1270+00 TO STA 1280+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'4' (MIN)60' R/WNEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
EXIST UGC
EXIST UGE
EXIST GRADE
42" RAW WATER LINE
42" RAW WATER LINE
B-35
2
D2
EXIST 30' UTILITY
EASEMENT
EIP
MELVYN CORNELIUS ET AL SIMPSON
PID 01147003
DB W18E PG 874
110 C NEW SALEM RD
MATTIES HEIRS WILLIAMS
PID 01171003
DB #### PG ###
HWY 218
MATTIES HEIRS WILLIAMS
PID 01174015
DB #### PG ###
110 A NEW SALEM RD
203
202
201
PROPOSED TEMPORARY
CONSTRUCTION EASEMENT
(VARIES)
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PP
PP
PP
PP
GRAV DRIVEWELL
EXIST WATER
STRUCTURE TO
BE REMOVED
STRUCTURE TO
BE REMOVED
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-52
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)STREAM CROSSING S-51
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/W
R/W
R/W
R/W
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWTWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1280+00
1281+00
1282+00 1283+00 1284+00 1285+00 1286+00 1287+00 1288+00 1289+00 1290+00 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SFMATCH LINE STA 1280+00MATCH LINE STA 1290+005305305305305355355355355355355355
3
5
5
3
5 5355355355405405405405405405405405405405405455455
4
5
545 545545550550EX 24" SDEX 15" SD
EX 18" SD520
530
540
550
560
520
530
540
550
560
1280+00 1281+00 1282+00 1283+00 1284+00 1285+00 1286+00 1287+00 1288+00 1289+00 1290+00
PLOT DATE: 5/11/2020 10:24 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-129 Saved by GFLOYD Save date: 5/8/2020 9:55 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C129
PLAN AND PROFILE
STA 1280+00 TO STA 1290+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'204
EXIST GRADE
3' (MIN)42" RAW WATER LINE 60' R/WNEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
EIP
B-34
EXIST 30' UTILITY
EASEMENT
HAROLD M SIMPSON
PID 01174015D
DB 6971 PG 161
NEW SALEM RD
MATTIES HEIRS WILLIAMS
PID 01174015
DB #### PG ###
110 A NEW SALEM RD
203
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
42" RAW WATER LINE
WETLAND
PP
PP
PP
FHARV
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT
3' (MIN)R/W
R/W R/W
R/W
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWCTWUGCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1290+00 1291+00 1292+00 1293+00 1294+00 1295+00 1296+00 1297+00 1298+00 1299+00 1300+00 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SFMATCH LINE STA 1290+00MATCH LINE STA 1300+00STA 1293+30
SURGE CRITICAL ARV
5
3
0 5305355355355405405405405405405455
4
5545 550
STA 1299+77
SURGE CRITICAL ARVEX 18" SDEX 18" SD520
530
540
550
560
520
530
540
550
560
1290+00 1291+00 1292+00 1293+00 1294+00 1295+00 1296+00 1297+00 1298+00 1299+00 1300+00SURGE CRITICAL ARVSTA 1293+30SURGE CRITICAL ARVSTA 1299+77PLOT DATE: 5/11/2020 10:29 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-130 Saved by GFLOYD Save date: 5/8/2020 10:07 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C130
PLAN AND PROFILE
STA 1290+00 TO STA 1300+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT20'40'204
EXIST GRADE
3' (MIN)B-33
EXIST 30' UTILITY
EASEMENT
2
D2 60' R/WNEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
42" RAW WATER LINE
42" RAW WATER LINE
EIP
EIP
HAROLD M SIMPSON
PID 01174015D
DB 6971 PG 161
NEW SALEM RD
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PPPP
FH
GRAV DRIVEEXIST UGC
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT
R/W
R/W R/W
R/W
2
D2
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWWTTWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCU
G
C
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTXOHEOHEOHEOHE OHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHE1300+00 1301+00 1302+00 1303+00 1304+00 1305+00 1306+00 1307+00 1308+00 1309+00
1310+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1300+00MATCH LINE STA 1310+00540540 545545
55
0
550 555555 56056553553554054054555055556
0
56
5
5
7
0
STA 1308+40
SURGE CRITICAL ARV
STA 1309+00
SURGE CRITICAL ARV
EX 15" SD
EX 18" SD
520
530
540
550
560
520
530
540
550
560
1300+00 1301+00 1302+00 1303+00 1304+00 1305+00
530
540
550
560
570
530
540
550
560
570
1305+00 1306+00 1307+00 1308+00 1309+00 1310+00SURGE CRITICAL ARVSTA 1308+40SURGE CRITICAL ARVSTA 1309+00PLOT DATE: 5/11/2020 4:40 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-131 Saved by MKARMANOCKY Save date: 5/11/2020 3:16 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C131
PLAN AND PROFILE
STA 1300+00 TO STA 1310+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EIP
EXIST GRADE
4' (MIN)42" RAW WATER LINE
B-32 60' R/W40'PROPOSED 60'
PERMANENT EASEMENT 20'HAROLD MARSHALL SIMPSON
PID 01174012
DB W13E PG 0083
6711 NEW SALEM RD
LARRY D LANGSTON & LUCY B
PID 01174008
DB 1644 PG 503
6619 NEW SALEM RD
LARRY D LANGSTON & LUCY B
PID 01174008D
DB #### PG ###
NEW SALEM RD
ANNE MARY ROYAL & DENNIS LEE
PID 01174008B
DB 5028 PG 739
LITTLE STATION RD
208
207
206205
EIP
EIP
EIP
42" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
2
D22
D2
PP
PP
PP
PP
PP
PP
PP CONC DR
IVE
GRAPE VINES
PROPOSED 30' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-53
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
EXIST 30' UTILITY
EASEMENT
FHWV
WM
EXIST GRADE
42" RAW WATER LINE 4' (MIN)3' (MIN)
WWWWWWWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTWWXXXXXXXXXXXUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTTUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGEWWWWWWWOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEX1310+00 1311+00 1312+00 1313+00 1314+00 1315+00 1316+00 1317+00 1318+00 1319+00 1320+00
SF SF SF SF SF
SF SF SF SFSF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1310+00MATCH LINE STA 1320+00STA 1312+80
SURGE CRITICAL ARV 550555560560565
5
6
5
565
565
5655655705
7
057057
0 57557
5575575STA 1313+80
11.25° VERT BEND
STA 1313+17
11.25° VERT BEND
EX 18" SD
550
560
570
580
590
550
560
570
580
590
1310+00 1311+00 1312+00 1313+00 1314+00 1315+00
540
550
560
570
580
540
550
560
570
580
1315+00 1316+00 1317+00 1318+00 1319+00 1320+00SURGE CRITICAL ARVSTA 1312+80HCSSTA 1314+2611.25° VERT BENDSTA 1313+8011.25° VERT BENDSTA 1313+17PLOT DATE: 5/11/2020 10:33 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-132 Saved by GFLOYD Save date: 5/8/2020 10:29 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C132
PLAN AND PROFILE
STA 1310+00 TO STA 1320+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
210
EIP
EXIST GRADE 4' (MIN)2
D2 60' R/W6
0
'

R
/
W
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)LITTLE STATON RD (SR#1659)60' R/W (ASPHALT)EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT
B-29
B-30
B-31
EIPEIP
EIP
EIP
EIP
40'PROPOSED PERMANENT
EASEMENT (VARIES)VARIES60 LF 54" Ø
STEEL CASING
t=0.625"
(OPEN CUT)
60 LF 54" Ø
STEEL CASING
t=0.625"
(OPEN CUT)
ANNE MARY ROYAL & DENNIS LEE
PID 01174008B
DB 5028 PG 739
LITTLE STATION RD
WILLIAM FRANKLIN ROBINSON
PID 01174009A
DB #### PG ###
5709 LITTLE STATION RD
DOYLE RAY LITTLE
PID 01174009
DB 6616 PG 789
5428 NEW SALEM RD
JERRY W NORRIS & VICKIE S
PID 01174004
DB #### PG ###
108 E NEW SALEM RD
211
209208
54" RAW WATER LINE
54" RAW WATER LINE
HYDRAULIC CONTROL STRUCTURE,
SEE DWG S1
WELL
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
TEMPORARY GRAVEL DRIVEWAY
(HOME OWNER ACCESS)LITTLE STATON RD(SR#1659)60' R/W (ASPHALT)GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
±12'GRAVDRIVEGRAV DR
IVEGRAV DRIVEPP
PP
PP
PP
PP PP
PP
PP
42" RAW WATER LINE
42" RAW WATER LINE
EXIST UGC
EXIST UGC
EXIST UGC
42"54"
PROPOSED
PERMANENT EASEMENT
R/WR/W1:11:1R/W
R/W
R/W
R/W
EX 18" SDR/WR/WR/WR/WEXIST GRADE
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCTWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHESD
1320+00 1321+00 1322+00 1323+00 1324+00 1325+00 1326+00 1327+00 1328+00 1329+00 1330+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
MATCH LINE STA 1320+00MATCH LINE STA 1330+005105155205
2
55305
3
5
5
4
0
54
55505555
6
0
510
5105155205
2
55305
3
5
5
4
0545550
EX 15" SD
EX 12" SD
EX 15" SD EX 15" SD
EX 18" SD
515
520
530
540
550
515
520
530
540
550
1320+00 1321+00 1322+00 1323+00 1324+00 1325+00
490
500
510
520
530
490
500
510
520
530
1325+00 1326+00 1327+00 1328+00 1329+00 1330+00
PLOT DATE: 5/12/2020 4:26 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-133 Saved by MKARMANOCKY Save date: 5/11/2020 11:34 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C133
PLAN AND PROFILE
STA 1320+00 TO STA 1330+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
213
EIP
EXIST GRADE 4' (MIN)54" RAW WATER LINE
B-28 60' R/W25'PROPOSED 45'
PERMANENT EASEMENT 20'NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)
EXIST GRADE
54" RAW WATER LINE
54" RAW WATER LINE
4' (MIN)BOBBY SHERRILL LITTLE
PID 01174001A
DB 6616 PG 784
NEW SALEM RD
ELAINE GRIFFIN DELORIS LINKE
PID 01174002
DB #### PG ###
108 NEW SALEM RD
212
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PPPP
PP
WVEIP
GRAV DRIVEEXIST 30' UTILITY
EASEMENT
EXIST UGC
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
R/W
R/W
R/W
R/W
XXXXXXXXXXXXXXXXXXXXXXXXX
X
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGEUGEWWWWWWWWWWWWWWWOHEOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE1330+00 1331+00 1332+00 1333+00 1334+00 1335+00 1336+00 1337+00 1338+00 1339+00 1340+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1330+00MATCH LINE STA 1340+0050
5
50
0
5105
0
5
515
510
505
500
495
505
5
0
0
50
5
510STA 1335+20
AR
STA 1338+10
AR
480
490
500
510
520
480
490
500
510
520
1330+00 1331+00 1332+00 1333+00 1334+00 1335+00 1336+00 1337+00 1338+00 1339+00 1340+00ARSTA 1335+20ARSTA 1338+10PLOT DATE: 5/12/2020 4:28 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-134 Saved by MKARMANOCKY Save date: 5/12/2020 10:35 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C134
PLAN AND PROFILE
STA 1330+00 TO STA 1340+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
B-27
NEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
R/W
60' R/W54" RAW WATER LINE
PROPOSED 45'
PERMANENT EASEMENT
R/WR/W
25'
20'
BOBBY SHERRILL LITTLE
PID 01174001A
DB 6616 PG 784
NEW SALEM RD
213
EXIST 30' UTILITY
EASEMENT
EXIST GRADE
54" RAW WATER LINE4' (MIN)SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PPPP
PP
PP
FH
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2
R/W
WETLAND
4
D2
3' (MIN)
TX
XXXXX X
XXX XXXXXXXXXXXXXXXXXXXXXXX
X
X XX X X X X X X XUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGEUGEWUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC UGCWWWWWWWWWWWWWWWCWWWOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHEOHEOHE1340+00 1341+00 1342+00 1343+00 1344+00 1345+00 1346+00 1347+00 1348+00 1349+00 1350+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1340+00MATCH LINE STA 1350+00495500
5
0
0
5
0
5
5
1
0
5
1
5
505
505
50
0 49551
0 490485480475505500
495
STA 1343+30
AR
490
480
490
500
510
520
480
490
500
510
520
1340+00 1341+00 1342+00 1343+00 1344+00 1345+00
465
470
480
490
500
465
470
480
490
500
1345+00 1346+00 1347+00 1348+00 1349+00 1350+00ARSTA 1343+30PLOT DATE: 5/12/2020 4:30 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-135 Saved by MKARMANOCKY Save date: 5/12/2020 11:05 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C135
PLAN AND PROFILE
STA 1340+00 TO STA 1350+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
NEW SALEM RD (SR #1627)
60' R/W (ASPHALT)
R/W
60' R/W54 RAW WATER LINE
PROPOSED 45'
PERMANENT EASEMENT
R/W
R/W
R/W
25'
20'
25'
PROPOSED 45'
PERMANENT EASEMENT
B-26
WELL
SIM
POND
MICHAEL SHANE YORK
PID 01201015A
DB 5244 PG 059
6209 NEW SALEM RD
WILLIAM STEPHEN SIMPSON
PID 01201015
DB 6491 PG 722
6118 NEW SALEM RD
214
215
EXIST 30' UTILITY
EASEMENT
20'
54" RAW WATER LINE4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP WM
FH
WM
WM WM
4
D2
EXIST UGE
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4' (MIN)3' (MIN)3' (MIN)EXIST GRADE
54" RAW WATER LINE
X
X
X
X
X
X
X
X
XXXXXXXXXX
X
X
X
X
X
X
X
X
XUGCUGCUGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCWWWWWWWWWWWWWWWCCTWWOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCFPFP
FP
FPFPFPFPFPFPF
P
FP FPFPFP1350+00
1351+00
1352+00
1353+00
1354+00
1355+00
1356+00
1357
+
0
0
1358
+
0
0
1359
+
0
0
1360+00
SF SF SF SF SF SF SF
SF
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF SF SF SF SF SF SF
SF SF
SFMATCH LINE STA 1350+00MATCH LINE STA 1360+00STA 1351+80
BLOW OFF VALVE
STA 1356+82
22.5° BEND
STA 1359+77
22.5° BEND
STA 1352+72
22.5° VERT BEND
STA 1355+14
VERT BEND
STA 1357+00
11.25° VERT BEND
STA 1357+22
11.25° VERT BEND STA 1359+55
45° VERT BEND
STA 1359+61
45° VERT BEND
495
500
505
510
49
0
485
480
485
475470465460
46
5
470
475
480485
465465470475485490470475 4
9
0
49550
0
505480STA 1357+33
AR
STA 1359+48
AR
STA 1352+15
ANTI-SEEP COLLAR
STA 1352+66
ANTI-SEEP COLLAR
450
460
470
480
490
450
460
470
480
490
1350+00 1351+00 1352+00 1353+00 1354+00 1355+00
470
480
490
500
510
470
480
490
500
510
1355+00 1356+00 1357+00 1358+00 1359+00 1360+00VERT BENDSTA 1355+1422.5° BENDSTA 1359+7722.5° BENDSTA 1356+82BLOW OFF VALVESTA 1351+8045° VERT BENDSTA 1359+5545° VERT BENDSTA 1359+6111.25° VERT BENDSTA 1357+0011.25° VERT BENDSTA 1357+22ARSTA 1359+48ARSTA 1357+33ANTI-SEEP COLLARSTA 1352+15ANTI-SEEP COLLARSTA 1352+6622.5° VERT BENDSTA 1352+72PLOT DATE: 5/12/2020 4:32 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-136 Saved by MKARMANOCKY Save date: 5/11/2020 3:20 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C136
PLAN AND PROFILE
STA 1350+00 TO STA 1360+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NEW SALEM RD

(
S
R

#
1
6
2
7
)
60' R/W (ASPHA
L
T
)
R/W
60' R/W54" RAW WATER LINE
PROPOSED 45'
PERMANENT EASEMENT
R/W R/W
R/W 25'20'WETLAND
FEMA 100YR
FLOODPLAIN
FEMA 100YR
FLOODPLAIN
1
D2
WILLIAM STEPHEN SIMPSON
PID 01201015
DB 6491 PG 722
6118 NEW SALEM RD
215
DALE E LITTLE & SHARON AUSTIN
PID 01201006D
DB 4482 PG 275
NEW SALEM RD
KELLY DAVID THOMPSON
PID 01201005A
DB 6173 PG 763
6009 NEW SALEM RD
216
217
MYRA HONEYCUTT
PID 01201005
DB #### PG ###
6007 NEW SALEM RD
218
219
MYRA HONEYCUTT
PID 01201006E
DB #### PG ###
6007 NEW SALEM RD
B-25
4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-54
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
54" RAW WATER LINE
54" RAW WATER LINE
EXIST GRADE
EXIST GRADE
EX UGC
EX UGC
WETLAND
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4' (MIN)B-25
4
D2
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
WM
WM
PP
PPPP
WVFH
GRAVEL DRIVEGRAVEL DRIVE4
D2
3' (MIN)
UGCUGC
UGC
UGC
UGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWWTWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHE1360+00 1361+00
1362+00
1363+00
1364+00
1365+00
1366+00 1367+00
1368+0
0
1369
+
0
0
1370
+
0
0
SF
SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
MATCH LINE STA 1360+00MATCH LINE STA 1370+00STA 1361+47
11.25° BEND
STA 1361+45
45° VERT BEND
STA 1361+33
45° VERT BEND
STA 1369+30
ARV
EX 15" SDEX 18" SDEX 18" SDSTA 1361+70
AR
49
0
490
495
500
505
510
515 5004954
9
0
4904
95
4
9
5
485
500
45° VERT BENDSTA 1361+4545° VERT BENDSTA 1361+33470
480
490
500
510
470
480
490
500
510
1360+00 1361+00 1362+00 1363+00 1364+00 1365+00 1366+00 1367+00 1368+00 1369+00 1370+0011.25° BENDSTA 1361+47ARVSTA 1369+30ARSTA 1361+70PLOT DATE: 5/12/2020 4:34 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-137 Saved by MKARMANOCKY Save date: 5/12/2020 11:45 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C137
PLAN AND PROFILE
STA 1360+00 TO STA 1370+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
EXIST GRADE
4' (MIN)54" RAW WATER LINE
2
D2
EXIST 30' UTILITY
EASEMENT
54" RAW WATER LINE
25'PROPOSED 45'
PERMANENT EASEMENT
20'B-22
GERALD MORRIS & JANICE SMITH
PID 01204009B
DB 3281 PG 745
NEW HOPE CHURCH RD
JANICE S MORRIS & GERALD B
PID 01204009D
DB 4806 PG 460
NEW SALEM RD
RANDALE E SMITH & TAMA J
PID 01204009E
DB 4806 PG 463
5704 NEW HOPE CHURCH RD
222
221
220
EIP
B-23B-24
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)60' R/W60' R/WNEW HOPE CHURCH RD (SR#1658)60' R/W
(ASPHALT)
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)20'PROPOSED 30'
PERMANENT EASEMENT
10'PROPOSED 10'
TEMPORARY EASEMENT
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
NEW SALEM RD (SR#1627)60' R/W (ASPHALT)EXIST UGC
±10'GRAV DRIVEPP
PP
PPPPPP
PP
PP
PP
PP
FLAG POLE
PP
PP
WETLAND
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2
1:11:1R/W
R/W
R/W
R/W
R/WR/WR/WR/W
XXXXXUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHESDSDFPFPFPFP
FP
FPFPFPFPFPFPFPFP FPFPFP
FP FPFPFP
1370+00 1371+00 1372+00 1373+00 1374+00 1375+00 1376+00 1377+00 1378+00 1379+00 1380+00
SF SF SF SF
SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SFMATCH LINE STA 1370+00MATCH LINE STA 1380+00470470475475475475480480480480
4854854854854904
90
490490 4904954
9
5
500
500
500
STA 1373+63
BLOW OFF VALVESTA 1372+92
11.25° VERT BEND EX 84" SDEX 84" SDEX 15" SD
EX 12" SD
STA 1372+83
ANTI-SEEP COLLAR
STA 1373+13
ANTI-SEEP COLLAR
470
480
490
500
510
470
480
490
500
510
1370+00 1371+00 1372+00
460
470
480
490
500
460
470
480
490
500
1372+00 1373+00 1374+00 1375+00 1376+00 1377+00 1378+00 1379+00 1380+0011.25° VERT BENDSTA 1372+92BLOW OFF VALVESTA 1373+63ANTI-SEEP COLLARSTA 1373+13ANTI-SEEP COLLARSTA 1372+83PLOT DATE: 5/12/2020 4:36 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-138 Saved by MKARMANOCKY Save date: 5/11/2020 3:22 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C138
PLAN AND PROFILE
STA 1370+00 TO STA 1380+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
BROOKSHER GERALD MORRIS & JANICE S
PID 01204010
DB #### PG ###
5903 NEW SALEM RD
GERALD MORRIS & JANICE SMITH
PID 01204009B
DB 3281 PG 745
NEW HOPE CHURCH RD
DOUGLAS BRAIN BENTON
PID 01204011
DB 7115 PG 378
NEW HOPE CHURCH RD
EXIST GRADE
1
D2 60' R/WEXIST 30' UTILITY
EASEMENT
223
222 224
B-21
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)25'PROPOSED 45'
PERMANENT EASEMENT20'PROPOSED 30'
PERMANENT EASEMENT
PROPOSED 10'
TEMPORARY EASEMENT
20'10'EXIST GRADE
54" RAW WATER LINE
54" RAW WATER LINE
54" RAW WATER LINE 4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FEMA 100YR
FLOODPLAIN
STREAM CROSSING S-55
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
4' (MIN)FEMA 100YR
FLOODPLAIN
PP
PPPP
PPPPPP
PP
WELL
EIP
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
R/W
R/W
R/W
R/W
3' (MIN)
XXXXXXUGCUGCUGCWWWWWWWWWWWWWWPPWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHEOHEOHE1380+00
1381+00 1382+00 1383+00 1384+00 1385+00 1386+00 1387+00 1388+00 1389+00 1390+00
SFSFSFSF
SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSF SF SF SF SF SF SF SF SF
MATCH LINE STA 1380+00MATCH LINE STA 1390+00STA 1381+40
ARV
STA 1386+24
BLOW OFF VALVE
480 4804
8
5
4
8
5
4904904
9
0
490490
4904904954954
9
5
50050050050
0
505505
EX 12" SD
EX 36" SD
EX 60" SD
STA 1385+92
ANTI-SEEP COLLAR
STA 1385+50
ANTI-SEEP COLLAR
BLOW OFF VALVESTA 1386+24465
470
480
490
500
465
470
480
490
500
1380+00 1381+00 1382+00 1383+00 1384+00 1385+00 1386+00 1387+00 1388+00 1389+00 1390+00ARVSTA 1381+40ANTI-SEEP COLLARSTA 1385+92ANTI-SEEP COLLARSTA 1385+50PLOT DATE: 5/12/2020 4:38 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-139 Saved by MKARMANOCKY Save date: 5/11/2020 3:25 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C139
PLAN AND PROFILE
STA 1380+00 TO STA 1390+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)
228
2
D2 60' R/WEXIST 30' UTILITY
EASEMENT
25'PROPOSED 45'
PERMANENT EASEMENT20'DOUGLAS S PARKER & CHARLENE S
PID 01204012B
DB 4645 PG 878
NEW SALEM RD
WILLIAM STEVEN COOKE
PID 01204012A
DB 7170 PG 864
5621 NEW SALEM RD
RAYMOND B MULLIS & JANELLE L BAKER
PID 01204012E
DB 5342 PG 646
NEW SALEM RD
RAYMOND B MULLIS
PID 01204012
DB 5342 PG 625
5707 NEW SALEM RD
227
226
225
EIPEIP
EIPEIP
B-20
1
D2
4' (MIN)54" RAW WATER LINE
54" RAW WATER LINE
EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
STREAM CROSSING S-57
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
PP
PP
PP
PPPP
PP
PP
PP
PP PP
PP
GRAV DRIVEGRAV DRIVEGRAV DRIVEGRAV DRIVEPROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-56
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-58
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
EX UGE
3' (MIN)3' (MIN)R/W
R/W
R/W
R/W
UGCUGCUGCUGCUGCUGCUGCUGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWWWWWWWWWWPPTOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHEOHEOHE1390+00 1391+00 1392+00 1393+00 1394+00 1395+00 1396+00 1397+00 1398+00 1399+00
1400+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF
MATCH LINE STA 1390+00MATCH LINE STA 1400+004904
9
0 490490
495
49
5
5
0
0500500500
5
0
5
505
5
1
0
51
0 51551
5 5155
2
0
520520525
EX 24" SD
EX 24" SD
EX 30" SD
480
490
500
510
520
480
490
500
510
520
1390+00 1391+00 1392+00 1393+00 1394+00 1395+00
500
510
520
530
540
500
510
520
530
540
1395+00 1396+00 1397+00 1398+00 1399+00 1400+00
PLOT DATE: 5/12/2020 4:39 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-140 Saved by MKARMANOCKY Save date: 5/12/2020 2:00 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C140
PLAN AND PROFILE
STA 1390+00 TO STA 1400+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'204' (MIN)60' R/WEXIST 30' UTILITY
EASEMENT
B-19
EIP
EIP
EIP NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)25'PROPOSED 45'
PERMANENT EASEMENT 20'DOUGLAS S PARKER
PID 01204013
DB 4530 PG 384
5519 NEW SALEM RD
229
DOUGLAS S PARKER
PID 01204013
DB 4530 PG 384
5519 NEW SALEM RD
229
DOUGLAS S PARKER
PID 01204013
DB 4530 PG 384
5519 NEW SALEM RD
229
EXIST GRADE
EXIST GRADE
54" RAW WATER LINE
54" RAW WATER LINE
54" RAW WATER LINE
4' (MIN)EXIST UGC
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
PP
PP
PP
PP
WETLAND
PP
PPPPPP
GRAV DRIVECONC DRIVEG
R
A
V

D
R
I
V
E
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
EXIST UGC
EXIST UGC 25'PROPOSED PERMANENT
EASEMENT (VARIES)VARIESR/W
R/W
R/W
R/W
UGCUGCWWWWWWWWWWWWWWWWPPPPWWWELLOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHCOHEOHESS
1400+00
1401+00 1402+00 1403+00 1404+00 1405+00 1406+00 1407+00 1408+00 1409+00 1410+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1400+00MATCH LINE STA 1410+00520 5255
3
0
5
3
5
54
0
545
5
3
0 535540545 550
555
EX 24" SDEX 24" SD EX 24" SD EX 24" SDEX 24" SDEX

2
4
"

S
D
EX 12" SD
EX 12" SD
505
510
520
530
540
505
510
520
530
540
1400+00 1401+00 1402+00 1403+00 1404+00 1405+00
520
530
540
550
560
520
530
540
550
560
1405+00 1406+00 1407+00 1408+00 1409+00 1410+00
PLOT DATE: 5/12/2020 4:42 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-141 Saved by MKARMANOCKY Save date: 5/12/2020 1:40 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C141
PLAN AND PROFILE
STA 1400+00 TO STA 1410+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)
230
EIP
4' (MIN)60' R/WEIP
EIP
EIP
DOUGLAS S PARKER
PID 01204013
DB 4530 PG 384
5519 NEW SALEM RD
DOUGLAS S PARKER
PID 01204014A
DB 4530 PG 384
NEW SALEM RD
229 25'VARIESPROPOSED PERMANENT
EASEMENT (VARIES)
EXIST GRADE
EXIST GRADE
54" RAW WATER LINE
54" RAW WATER LINE
54" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PP
PPPP
PP PP PP
PP
PP
PP
PP
WELL
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4' (MIN)
XWUGCUGC UGCUGCUGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGC
WWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHCOHCOHCOHCOHCOHCOHCOHE1410+00 1411+00 1412+00 1413+00 1414+00 1415+00 1416+00 1417+00 1418+00 1419+00 1420+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1410+00MATCH LINE STA 1420+00535
535
540
540 540545
545
545
545
550
550 550550555 555
STA 1413+78
ARV
520
530
540
550
560
520
530
540
550
560
1410+00 1411+00 1412+00 1413+00 1414+00 1415+00 1416+00 1417+00 1418+00 1419+00 1420+00ARVSTA 1413+78PLOT DATE: 5/12/2020 4:44 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-142 Saved by MKARMANOCKY Save date: 5/12/2020 2:36 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C142
PLAN AND PROFILE
STA 1410+00 TO STA 1420+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
NEW SALEM RD (SR#1627)
60' R/W (ASPHALT)
231
EXIST GRADE
4' (MIN)2
D2
EIP
EIP
EIP
EIP
EIP
54" RAW WATER LINE
B-1740'20'PROPOSED 60'
PERMANENT EASEMENT60' R/W54" RAW WATER LINE
DOUGLAS S PARKER
PID 01204014A
DB 4530 PG 384
NEW SALEM RD
CONNIE S. LITTLE
PID 01204014
DB 1604 PG 007
NEW SALEM RD
CONNIE S. LITTLE
PID 01231010
DB D129 PG 620
5219 HWY 205
230 232
EXIST 30' UTILITY
EASEMENT
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3GRAV DRIVEGRAV DRIVEGRAV DRIVEPP
PPPPPP
PP
CONC DRIVEPROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
R/W
R/W
R/W
R/W
3' (MIN)
UGCUGCUGCWWWWWOHEOHEOHEFPFPFPFPFPFPFPFPFPFPFPFP
142
0
+
0
0
1421
+
0
0
1422
+
0
0
1423+0
0
1424+0
0
1425+0
0
1426+0
0
1427+0
0
1428+0
0
1429+0
0
1430+0
0
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
MATCH LINE STA 1430+00MATCH L
INE

STA
1420+00500500500500505505505505510510510510515515
515515520520
5255255305
3
0
535535540540STA 1422+62
45° BEND
STA 1427+29
BLOW OFF VALVE
STA 1427+40
ANTI-SEEP COLLAR
STA 1427+70
ANTI-SEEP COLLAR
495
500
510
520
530
495
500
510
520
530
1420+00 1421+00 1422+00 1423+00 1424+00 1425+00
485
490
500
510
520
485
490
500
510
520
1425+00 1426+00 1427+00 1428+00 1429+00 1430+00BLOW OFF VALVESTA 1427+2945° BENDSTA 1422+62ANTI-SEEP COLLARSTA 1427+70ANTI-SEEP COLLARSTA 1427+40PLOT DATE: 5/12/2020 4:45 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-143 Saved by MKARMANOCKY Save date: 5/12/2020 2:41 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C143
PLAN AND PROFILE
STA 1420+00 TO STA 1430+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
233
EXIST GRADE
4' (MIN)B-18
1
D260' R
/W
NEW
S
A
L
E
M
R
D (
S
R
#
1
6
2
7)
60' R/
W (
A
S
P
H
A
L
T)25'20'PROPOSED 45'
PERMANENT EASEMENT
54" RAW WATER LINE
CONNIE S. LITTLE
PID 01231010
DB D129 PG 620
5219 HWY 205
PHILLIP R. GADDY
PID 01231009
DB 5394 PG 346
4514 SUGAR & WINE RD
232
54" RAW WATER LINE
54" RAW WATER LINE
EXIST GRADE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FEMA 100YR
FLOODPLAIN
EIP
A
S
PH
DR
I
V
E
PP
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4' (MIN)R/W
R/W
3' (MIN)STREAM CROSSING S-59
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
R/W R/W
1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1430+00MATCH LINE STA 1440+00515515520520520525525525530535
5255
2
5525
530
530
530535STA 1432+40
AR
500
510
520
530
540
500
510
520
530
540
1430+00 1431+00 1432+00 1433+00 1434+00 1435+00 1436+00 1437+00 1438+00 1439+00 1440+00ARSTA 1432+40PLOT DATE: 5/12/2020 4:47 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-144 Saved by MKARMANOCKY Save date: 5/12/2020 3:13 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C144
PLAN AND PROFILE
STA 1430+00 TO STA 1440+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
233
EXIST GRADE
54" RAW WATER LINE
B-1525'20'PROPOSED 45'
PERMANENT EASEMENT
PHILLIP R. GADDY
PID 01231009
DB 5394 PG 346
4514 SUGAR & WINE RD
54" RAW WATER LINE
4' (MIN)STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2
3' (MIN)
CUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCOHEOHEOHEOHEOHE1440+00
1441+00
1442+00
1443+00
1444+00
1445+00
1446+00
1447+00
1448+00 1449+001450+001451+00SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 1440+00MATCH

L
INE

S
TA

1
4
5
0
+
0
0
STA 1441+90
ARV
STA 1445+81
11.25° VERT BEND
STA 1447+19
22.5° VERT BEND
STA 1448+48
45° BEND
515
520
525525525525
530
5305305305355355
3
5
535540540540540
22.5° VERT BENDSTA 1447+19510
520
530
540
550
510
520
530
540
550
1440+00 1441+00 1442+00 1443+00 1444+00 1445+00 1446+00 1447+00 1448+00 1449+00 1450+0045° BENDSTA 1448+4811.25° VERT BENDSTA 1445+81ARVSTA 1441+90PLOT DATE: 5/12/2020 4:48 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-145 Saved by MKARMANOCKY Save date: 5/11/2020 3:32 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C145
PLAN AND PROFILE
STA 1440+00 TO STA 1450+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20SUGAR & WINE RD (SR#1649)60' R/W (ASPHALT)233
EXIST GRADE
4' (MIN)2
D2
60' R/W25'PROPOSED 45'
PERMANENT EASEMENT 20'EXIST 30' UTILITY
EASEMENT
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
B-14 B-13
PHILLIP R. GADDY
PID 01231009
DB 5394 PG 346
4514 SUGAR & WINE RD
PHILLIP R. GADDY
PID 01231009
DB 5394 PG 346
4514 SUGAR & WINE RD
EVERETTE E ET AL MEDLIN
PID 01231003
DB 6012 PG 0035
CARL POLK RD
233
234
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
54" RAW WATER LINE
54" RAW WATER LINE
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
SUGAR & WINE RD (SR#1649)60' R/W (ASPHALT)±6'EXIST UGC
PP
PP
PED
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-60
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4R/WR/WR/WR/W3' (MIN)1:11:1R/WR/W
XXXXOHEOHEOHEOHEOHE1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00
1459+00
1460+00
SF SF SF SF SF SF SF SF SF SF SF SF SF
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1450+00MATCH LINE STA 1460+00490
500
510
520
530
490
500
510
520
530
1450+00 1451+00 1452+00 1453+00 1454+00 1455+00 1456+00 1457+00 1458+00 1459+00 1460+00
PLOT DATE: 5/12/2020 4:50 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-146 Saved by MKARMANOCKY Save date: 5/12/2020 3:40 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C146
PLAN AND PROFILE
STA 1450+00 TO STA 1460+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
235
EXIST GRADE
4' (MIN)54" RAW WATER LINE
B-12
60LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
60' R/W
25'PROPOSED 45'
PERMANENT EASEMENT20'CARL POLK RD (SR#1642)60'
R/W (ASPHALT)
54" RAW WATER LINE
EIP
EIP
EIP
EVERETTE E ET AL MEDLIN
PID 01231003
DB 6012 PG 0035
CARL POLK RD
FRANK SIMPSON
PID 01234004
DB #### PG ###
CARL POLK RD
234
B-11
60LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
WETLAND
CARL POLK RD(SR#1642)60' R/W (ASPHALT)±7'PP
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
R/WR/WR/WR/W
EXIST 30' UTILITY
EASEMENT
R/WR/W3' (MIN)1:11:1
XXXXXXXXXX1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1460+00MATCH LINE STA 1470+004
9
5
495
49
5 49550
0
5005005
0
5
505505505505 51051
0
510515
520
STA 1467+70
AR
500
505
500
500
480
490
500
510
520
480
490
500
510
520
1460+00 1461+00 1462+00 1463+00 1464+00 1465+00 1466+00 1467+00 1468+00 1469+00 1470+00ARSTA 1467+70PLOT DATE: 5/12/2020 4:52 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-147 Saved by MKARMANOCKY Save date: 5/11/2020 3:35 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C147
PLAN AND PROFILE
STA 1460+00 TO STA 1470+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
235
EXIST GRADE
4' (MIN)54" RAW WATER LINE
B-10
25'PROPOSED 45'
PERMANENT EASEMENT 20'54" RAW WATER LINE
FRANK SIMPSON
PID 01234004
DB #### PG ###
CARL POLK RD
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2STREAM CROSSING S-61
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
X
XX
X
XXXXXXXXXXXXXXX X1470+00
1471+00
1472+00 1473+00 1474+00 1475+00 1476+00 1477+00
1478+00
1479+00
1480+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1470+00MATCH LINE STA 1480+00515
510
505
495
490
5155
1
0 5055
0
0
495
STA 1472+10
AR
STA 1477+70
AR
480
490
500
510
520
480
490
500
510
520
1470+00 1471+00 1472+00 1473+00 1474+00 1475+00 1476+00 1477+00 1478+00 1479+00 1480+00ARSTA 1472+10ARSTA 1477+70PLOT DATE: 5/12/2020 4:54 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-148 Saved by MKARMANOCKY Save date: 5/12/2020 4:04 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C148
PLAN AND PROFILE
STA 1470+00 TO STA 1480+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 45'
PERMANENT EASEMENT20'25'EXIST GRADE4' (MIN)B-9
54" RAW WATER LINE
54" RAW WATER LINE
FRANK SIMPSON
PID 01234004
DB #### PG ###
CARL POLK RD
235
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
POND
EIP
SHED
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2
4
D2
3' (MIN)
XXXXXXXXX
X
X
X
X
X
X
X
X
X
1480+00
1481+00
1482+00
1483+00
1484+00
1485+00
1486+00
1487+00
1488+00 1489+001490+001491+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1480+00M
A
T
C
H

L
I
N
E

S
T
A

1
4
9
0
+
0
0
5004954904854805054904854
8
5
490480
STA 1487+18
11.25° VERT BEND
STA 1487+40
11.25° VERT BEND STA 1488+37
45° AND 22.5° COMBO BEND
475 47548048548
0
48
5
49
0
11.25° VERT BENDSTA 1487+40460
470
480
490
500
460
470
480
490
500
1480+00 1481+00 1482+00 1483+00 1484+00 1485+00 1486+00 1487+00 1488+00 1489+00 1490+0045° AND 22.5° COMBO BENDSTA 1488+3711.25° VERT BENDSTA 1487+18PLOT DATE: 5/12/2020 4:56 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-149 Saved by MKARMANOCKY Save date: 5/11/2020 3:38 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C149
PLAN AND PROFILE
STA 1480+00 TO STA 1490+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 45'
PERMANENT EASEMENT 20'25'EXIST GRADE
4' (MIN)54" RAW WATER LINE
B-8
54" RAW WATER LINE
FRANK SIMPSON
PID 01234004
DB #### PG ###
CARL POLK RD
235
EVERETTE E ET AL MEDLIN
PID 08048012F
DB 5958 PG 201
3927 WATSON CHURCH RD
236
THETUS S ET AL FARRIS
PID 01234013
DB W17E PG 904
4305 WATSON CHURCH RD
237
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EIP
EIP
EIP
EIP
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-62
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
STREAM CROSSING S-63
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
3' (MIN)3' (MIN)
OHE1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00 SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFMATCH LINE STA 1490+00MATCH LINE STA 1500+00STA 1498+78
BLOW OFF VALVE
505
500
495
490
485
475
470
480
475
470
STA 1491+00
AR
STA 1499+58
BLOW OFF VALVE
455
460
470
480
490
455
460
470
480
490
1490+00 1491+00 1492+00 1493+00 1494+00 1495+00 1496+00 1497+00 1498+00 1499+00 1500+00BLOW OFF VALVESTA 1498+78ARSTA 1491+00BLOW OFF VALVESTA 1499+58PLOT DATE: 5/12/2020 4:58 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-150 Saved by MKARMANOCKY Save date: 5/11/2020 3:41 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C150
PLAN AND PROFILE
STA 1490+00 TO STA 1500+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
THETUS S ET AL FARRIS
PID 01234013
DB W17E PG 904
4305 WATSON CHURCH RD
237
PROPOSED 45'
PERMANENT EASEMENT20'25'EXIST GRADE
4' (MIN)1
D2
54" RAW WATER LINE
54" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3 HUNTING BLIND
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
STREAM CROSSING S-64
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
1
D2
3' (MIN)3' (MIN)4
D2
CUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWOHEOHEOHEOHEOHEOHE
OHE
OHE
OHEOHEOHE
OHE
1500+001501+001502+001503+
0
0
1504+
0
0
1505+
0
0
1506+
0
0
1507+
0
0
1508+
0
0
1509+
0
0
1510+
0
0
1511+
0
0SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
STA 1508+65
11.25° VERT BEND
STA 1509+51
11.25° VERT BEND
STA 1502+21
45° AND 11.25° COMBO BEND
STA 1505+20
ARV
50049549048
5
480
5055004954904854804755105
0
5 480485490STA 1510+47
BLOW OFF VALVE
STA 1510+67
11.25° VERT BEND
11.25° VERT BENDSTA 1508+65455
460
470
480
490
455
460
470
480
490
1500+00 1501+00 1502+00 1502+50
470
480
490
500
510
470
480
490
500
510
1502+50 1503+00 1504+00 1505+00 1506+00 1507+00 1508+00
460
470
480
490
500
460
470
480
490
500
1508+00 1509+00 1510+00 1511+0011.25° VERT BENDSTA 1509+51ARVSTA 1505+2045° AND 11.25° COMBO BENDSTA 1502+2111.25° VERT BENDSTA 1510+67BLOW OFF VALVESTA 1510+47PLOT DATE: 5/13/2020 3:07 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-151 Saved by MKARMANOCKY Save date: 5/13/2020 8:45 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C151
PLAN AND PROFILE
STA 1500+00 TO STA 1511+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 45'
PERMANENT EASEMENT 20'25'B-7
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
60' R/W
4' (MIN)4' (MIN)EXIST GRADE
EXIST GRADE
54" RAW WATER LINE
54" RAW WATER LINE
B-6
EXIST 30' UTILITY
EASEMENT
EXIST 30' UTILITY
EASEMENT WASTON CHURCH ROAD (SR-1643)60' R/W (ASPHALT)R/WR/WR/WR/W54" RAW WATER LINE
PROPOSED 45'
PERMANENT EASEMENT
2
0
'
2
5
'
THETUS S ET AL FARRIS
PID 01234013
DB W17E PG 904
4305 WATSON CHURCH RD
237
2
D2
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
EXIST UGCWASTON CHURCH ROAD (SR-1643)60' R/W (ASPHALT)PP
PP
PP
FIELD
FIELD
FIELD
FIELD SOIL DRIVEEIP
EXIST XX" WM
EIPEIP
EIP
60 LF 66" Ø
STEEL CASING
t=0.750"
(OPEN CUT)
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENTMA
T
CH
L
IN
E
S
T
A

1
5
0
0
+
0
0
MATCHLINESTA 1511+004' (MIN)EXIST WM
3' (MIN)±9.5'EXIST GRADE
1:1R/WR/W1
D2
1:1B-96
UGCUGCUGCUGCUGCX FP1511+00 1512+00 1513+00 1514+00 1515+00 1516+00 1517+00 1518+00
1519+00
1520+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1520+00STA 1512+70
AR STA 1517+60
AR
469
470
480
490
500
510
469
470
480
490
500
510
1511+00 1512+00 1513+00 1514+00 1515+00 1516+00 1517+00 1518+00 1519+00 1520+00ARSTA 1512+70ARSTA 1517+60PLOT DATE: 5/13/2020 3:09 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-152 Saved by MKARMANOCKY Save date: 5/13/2020 8:55 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C152
PLAN AND PROFILE
STA 1511+00 TO STA 1520+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 45'
PERMANENT EASEMENT20'25'EXIST GRADE
4' (MIN)54" RAW WATER LINE
EXIST 20' UTILITY
EASEMENT
237
54" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
THETUS S ET AL FARRIS
PID 01234013
DB W17E PG 904
4305 WATSON CHURCH RD
DREXEL ATLAS BAUCOM
PID 01237003
DB 7243 PG 015
3907 NEW SALEM RD
238
GRAV DRIVE
EIP
EIP
EIP
FIELD FIELD
HUNTING BLIND
SHED
GARDEN
GARAGE
1SFD
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
4
D2
4
D2MATCHLINESTA 1511+00
FPFPF
P
FP
FPFPFPFPFPFPFPFPFPFP1520+00 1521+00 1522+00 1523+00 1524+00 1525+00 1526+00 1527+00 1528+00 1529+00 1530+00
SF SF SF SF SF SF SF
SF SF SF
SFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1520+00MATCH LINE STA 1530+00STA 1521+48
BLOW OFF VALVE
480
475
470
465
460
455
46
5
470
475
460
450450
460465470475480485 470475480485STA 1521+87
ANTI-SEEP COLLAR
STA 1522+41
ANTI-SEEP COLLAR
STA 1522+83
ANTI-SEEP COLLAR
445
450
460
470
480
445
450
460
470
480
1520+00 1521+00
435
440
450
460
470
435
440
450
460
470
1521+00 1522+00 1523+00 1524+00 1525+00 1526+00
450
460
470
480
490
450
460
470
480
490
1526+00 1527+00 1528+00 1529+00 1530+00BLOW OFF VALVESTA 1521+48ANTI-SEEP COLLARSTA 1522+83ANTI-SEEP COLLARSTA 1522+41ANTI-SEEP COLLARSTA 1521+87PLOT DATE: 5/20/2020 8:32 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-153 Saved by MKARMANOCKY Save date: 5/20/2020 8:29 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C153
PLAN AND PROFILE
STA 1520+00 TO STA 1530+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
DREXEL ATLAS BAUCOM
PID 01237003
DB 7243 PG 015
3907 NEW SALEM RD
238
PROPOSED 60'
PERMANENT EASEMENT20'40'EXIST GRADE
B-4A
EXIST GRADE EXIST GRADE4' (MIN)4' (MIN)4' (MIN)54" RAW WATER LINE
54" RAW WATER LINE
B-4
DREXEL ATLAS BAUCOM
PID 01237003
DB 7243 PG 015
3907 NEW SALEM RD
238
1
D2
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
FIBER FILTER TUBE, TYP
SEE DETAIL C-31-0424/D5
STREAM CROSSING S-65
TEMPORARY VEHICULAR STREAM
CROSSING BY DRAGLINE MAT,
SEE DETAIL C-35-0704/D3
FEMA 100YR
FLOODPLAIN
WETLAND
WETLAND
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
54" RAW WATER LINE3' (MIN)3' (MIN)3' (MIN)3' (MIN)STREAM CROSSING S-66
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
XXXXXXXXXXXX1530+00 1531+00 1532+00 1533+00 1534+00 1535+00 1536+00 1537+00 1538+00 1539+00 1540+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
MATCH LINE STA 1530+00MATCH LINE STA 1540+00STA 1532+75
45° VERT BEND
STA 1534+49
45° VERT BEND
STA 1534+64
22.5° VERT BEND
STA 1535+53
11.25° VERT BEND
STA 1536+21
11.25° VERT BEND
52
0
51
5
51
0
50
5
5
0
0
49
5
4
9
0
48
5 505
510
515
495500505STA 1532+80
AR
STA 1536+40
AR
45° VERT BENDSTA 1532+75480
490
500
510
520
480
490
500
510
520
1530+00 1531+00 1532+00 1533+00 1534+00 1535+00 1536+00 1537+00 1538+00 1539+00 1540+0022.5° VERT BENDSTA 1534+6411.25° VERT BENDSTA 1535+5311.25° VERT BENDSTA 1536+21ARSTA 1532+80ARSTA 1536+4045° VERT BENDSTA 1534+49PLOT DATE: 5/20/2020 8:33 AM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-154 Saved by MKARMANOCKY Save date: 5/20/2020 8:25 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C154
PLAN AND PROFILE
STA 1530+00 TO STA 1540+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
DREXEL ATLAS BAUCOM
PID 8048001
DB XXX PG XXX
NEW SALEM RD
239
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)54" RAW WATER LINE
54" RAW WATER LINE
STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4
D2
4
D2
3' (MIN)3' (MIN)STREAM CROSSING S-67
TEMPORARY STREAM CROSSING,
SEE DETAIL C-35-0703/D4
XXXXXXXXOHEOHEOHEOHEXXXXXXXXXX1540+00 1541+00 1542+00
1543
+
0
0
15
4
4
+
0
0
15
4
5
+
0
0
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFMATCH LINE STA 1540+00STA 1540+80
11.25° VERT BEND
STA 1540+14
11.25° VERT BEND
STA 1541+00
AR
505
505510515520530
52
5
515510520
11.25° VERT BENDSTA 1540+14490
500
510
520
530
490
500
510
520
530
1540+00 1541+00 1542+00 1543+00 1544+00 1545+00 1546+00 1547+00 1548+00 1549+00 1550+0011.25° VERT BENDSTA 1540+80ARSTA 1541+0090° BENDSTA 1546+59XXXXXXXXXXXX1545+001546+001547+00 1548+00 1549+00 1550+00SFSFSFSF
SFSFSF SF SF SF SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF SFMATCH LINE STA 1550+005305
2
5
5
2
0
51
5
510
515520525
PLOT DATE: 5/13/2020 3:15 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-155 Saved by MKARMANOCKY Save date: 5/13/2020 11:24 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C155
PLAN AND PROFILE
STA 1540+00 TO STA 1550+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)54" RAW WATER LINE
EXIST 30' UTILITY
EASEMENT
DREXEL A BAUCOM
PID 08051007A
DB #### PG ###
4314 BAUCOM TARLTON RD
240
54" RAW WATER LINE
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
4
D2
BAUCOM TARLTON RD (SR-1670)
60' R/W (ASPHALT)
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
PROPOSED 60'
PERMANENT EASEMENT
20'40'54" RAW WATER LINE
DREXEL ATLAS BAUCOM
PID 08048002
DB 7243 PG 015
BAUCOM-TARLTON RD
DREXEL A BAUCOM
PID 08051007A
DB #### PG ###
4314 BAUCOM TARLTON RD
240
PLAN
1" = 40'
R/W
R/W
R/W
R/W60' R/W
UGC
UGC
UGC UGCUGCUGCUGC
UGC
UGCUGC
UGCUGCUGCUGCUGCUGC
UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGC
UGC
UGC UGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCUGCWWWWWCCTTTWWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHEOHEOHEOHE
OHE
OHE
OHE
OHEX
XXXXXXXXXXX1550+00
1551+00
1552+00
1553+00
1554+00
1555+00
1556+00
1557
+
0
0
1558
+
0
0
1559
+
0
0
1559
+
6
5
SF
SF
SF
SF SF SF SF SF SF SF SF
SF SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF SF SF SF SF SF SF
SF
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSFSFMATCH LINE STA 1550+00STA 1558+40
45° BEND
STA 1554+20
ARV
510
520
530
540
550
510
520
530
540
550
1550+00 1551+00 1552+00 1553+00 1554+00 1555+00 1556+00 1557+00 1558+00 1559+00 1560+0045° BENDSTA 1558+40ARVSTA 1554+2022.5° BENDSTA 1556+52PLOT DATE: 5/13/2020 3:16 PM BY: MKARMANOCKYFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\CIVIL\60% DESIGN SHEETS\C-156 Saved by MKARMANOCKY Save date: 5/13/2020 2:45 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
MAY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
3 REGULATORY REVIEW 401/404 5/2020 JCJ
C156
PLAN AND PROFILE
STA 1550+00 TO STA 1560+00
PLAN
1" = 40'
PROFILE
HORZ: 1" = 40'
VERT: 1" = 4'
1"=40'-0"
40 0 40'20
PROPOSED 60'
PERMANENT EASEMENT
20'40'EXIST GRADE
4' (MIN)54" RAW WATER LINE
B-2
EXIST 30' UTILITY
EASEMENT
70 LF 66" Ø
STEEL CASING
t=0.750"
(TRENCHLESS)
60' R
/
W
NEW SALEM ROAD (SR-1627)60' R/W (ASPHALT)54" RAW WATER LINE
40'x20'x14'
BORING
20'X20'X12'
RECEIVING PIT
B-1
EXIST 30' UTILITY
EASEMENTR/W2
D2
DREXEL A BAUCOM
PID 08051007A
DB #### PG ###
4314 BAUCOM TARLTON RD
240
NEW SALEM ROAD (SR-1627)60' R/W (ASPHALT)20'X20'X12'
RECEIVING PIT
40'x20'x14'
BORING
70 LF 66" Ø
STEEL CASING
t=0.750"
(TRENCHLESS)
GRAVEL CONSTRUCTION ENTRANCE, TYP
SEE DETAIL NCDOT 1607.01/D4
SILT FENCE, TYP
SEE DETAIL C-31-0400/D3
±5'PP
EIP
FH
WV
WM
EXIST UGC
EXIST WATER MAIN
EXIST UGC (6)
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
BAUCOM TARL
T
O
N

R
D

(
S
R
-
1
6
7
0
)
60' R/W (ASPHA
L
T
)R/WR/WR/WEXIST WM
R/WR/WSTABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL C-31-0403/D3
60' R/W1:11:1
PLOT DATE: 2/3/2020 11:20 AM BY: TBARNESFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\SDETAILS\D1 Saved by MKARMANOCKY Save date: 1/15/2020 3:30 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
JANUARY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
D1
MISCELLANEOUS
STANDARD DETAILS
TYPICAL TRENCH
C-01-0106
W
1/2 S
4'-0" MIN (TYP)12" MINNOTE:
SEE C-01-0102 FOR PIPE
BEDDING DETAILS
FOR ASPHALT PAVEMENT OVER CONCRETE
CONCRETE - MATCH
EXISTING, 6" MIN
AGGREGATE BASE
COURSE, MATCH
EXISTING, 6" MIN
ASPHALT SURFACE
COURSE, MATCH
EXISTING, 1.5" MIN
EXISTING PAVEMENT
COMPACTED
BACKFILL
ASPHALT BASE
COURSE, 3" MIN
AGGREGATE BASE
COURSE, MATCH
EXISTING, 6" MIN
FOR ASPHALT PAVEMENT
6" - 12"4000 PSI CONC CAP
NATIVE STREAMBED
MATERIAL
EX STREAMBED
42" Ø STEEL PIPE
t=0.241 THK
CRUSHED STONE7'-0" MIN12" TYP
7'-0" TRENCH WIDTH12"12"#4 U-BARS @18"
#4@18" AROUND
OUTSIDE FACE
1
D1NTS
TRENCH AT RIVER CROSSINGS12"W
C-01-0102R
SELECT BACKFILL
MATERIAL (NO
MATERIAL LARGER
THAN 2")
CRUSHED STONE
COMPACTED
BACKFILL
6" MIN0.7DTRENCH EXCAVATION LIMITS
DIAMETER
INTERNAL
OF PIPE
W
WIDTH OF TRENCH
MAX W=MIN
4"-6"
8"-10"
12"
14"-16"
18"
20",21"
24"
27"
30"
36"
42"
48"
54"
60"
72"
78"
84"
90"
96"
108"
3'-9"
3'-9"
3'-9"
4'-2"
4'-4"
4'-8"
4'-11"
5'-9"
6'-7"
7'-4"
8'-2"
8'-9"
9'-4"
9'-10"
11'-0"
11'-8"
12'-0"
12'-6"
13'-0"
14'-0"
2'-0"
2'-2"
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
O.D.+2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0-6'
>6-8'
>8-10'
>10-12'
S=W+4'
S=W+8'
S=W+12'
S=W+16'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
C-01-0107
>12-14'S=W+20'
>14-16'S=W+24'
>16-18'S=W+28'
>18'S=W+32'
PROPOSED PIPELINE OVER EXIST PIPE
12"
MIN
PROPOSED
PIPELINE
6" MIN
12" MAX
PIPE
EXIST
PIPELINE
PROPOSED
PROPOSED PIPELINE UNDER EXIST PIPE
6"6"PIPE
OD
EXIST
PIPE
12" MAX
6" MIN
JOINT FILLER MATERIAL
1" THICK COMPRESSIBLE
C-01-0120
CLASS B CONCRETE FULL
TRENCH WIDTH (NO
ENCASEMENT REQUIRED FOR
SPACE GREATER THAN 12")
CL
CL CL
CL
12"
TYPICAL TRENCH WIDTH
OD + 2' (MIN)
OD + 4' (MAX)
BACKFILL
COMPACTED TO
A MINIMUM SOIL
DENSITY OF 90%
STD PROCTER
PIPE OD
6" MIN BEDDING
12"
MIN 12"
MIN
#68 OR #78 STONE
FILTER
GEOTEXTILE 6 OZ
NONWOVEN
SEE NOTE 1
NOTES:
1.PROVIDE GEOTEXTILE WRAP IN ALL WETLAND AREAS UNLESS THE
TRENCH IS IN ROCK UP TO 6" ABOVE THE TOP OF PIPE.
2.GEOTEXTILE WRAP SHALL BE 6 OZ/SY NON WOVEN NEEDLE
PUNCHED SYNTHETIC FABRIC WITH THE FOLLOWING
CHARACTERISTICS:
- UV RESISTANCE AT 500 HRS: 70%
- GRAB TENSILE STRENGTH: 130 LBS
- BURST STRENGTH: 290 PSI
- APPARENT OPENING SIZE: 0.21 MM
- PERMITTIVITY AT 50MM CONSTANT HEAD: 1.6-1 SEC
- PUNCTURE RESISTANCE: 80 LB
24"
GEOTEXTILE
OVERLAP
MARKING
TAPE
TRACKER
WIRE
WETLAND TRENCH BEDDING w/
GEOTEXTILE WRAP DETAIL
2
D1NTS
PLAN
SECTION
CLASS B CONCRETE
12"
(DIAMETER VARIES)
PIPELINE
TRENCH WIDTH
VARIES
6" MIN6" MIN6" MINBEDDING 18"
CLASS B CONCRETE
6" MIN 6" MIN
ANTI-SEEPAGE COLLAR
C-31-0438R
CARRIER PIPE
1/2" (MIN) SST BOLT
3/16 4
1" R ON ALL CORNERS
CASING PIPE
CASING SPACER
C-01-0122
3/16"x4" (MIN)
STEEL PLATE
8" BRICK BULKHEAD AT EACH
END OF CASING PIPE
CARRIER PIPE
TYPICAL CASING FOR ROADWAY AND RAILWAY CROSSINGS
CASING PIPE, SEE SPECIFICATION
SECTION 33 05 23.16 FOR
MATERIAL REQUIREMENTS
CASING SPACER THREE
PER PIPE LENGTH, SEE
DETAIL ABOVE
NOTES:
1.FOR RAILWAY CROSSINGS AND ROAD
CROSSINGS, NO GROUT BETWEEN
CARRIER PIPE AND CASING PIPE.
2.SEAL CASING ENDS WITH CONCRETE
BLOCK AS SHOWN OR WITH
CASCADE CCES CASING END SEALS
WITH STAINLESS STEEL BANDS.
C-01-0121R
CLASS B CONCRETE
BLOCK 24"
(MIN)
POLYWRAP
(EXTEND 2' MIN EACH
SIDE OF CONCRETE)12" MINTYP18"
MIN
10' MIN 10' MIN
LESS THAN 18"
SANITARY
SEWER MAIN
CONCRETE OR STEEL CASINGCONCRETE OR
STEEL ENCASED
SEWER
6" OF CONCRETE
NOTE:IF LESS THAN 18" CLEARANCE,
ENCASE SEWER MAIN IN
CONCRETE OR STEEL..
CROSSINGS
SIDE VIEW
WATER MAIN AND SEWER CROSSING DETAIL
3
D1NTS
PLOT DATE: 2/3/2020 11:20 AM BY: TBARNESFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\SDETAILS\D3 Saved by MKARMANOCKY Save date: 1/14/2020 1:47 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
JANUARY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
D3
MISCELLANEOUS
STANDARD DETAILS
C-31-0400
STEEL POST
3'-0" MINFILTER FABRIC3'-0" MINGRADE LINELINE WIRESBOTTOM STRAND
TOP STRAND
STAY WIRES
MIN
8"MIN2'-0"MIN8"2'-2" MIN8'-0" MAX
GALV WIRE FABRIC
AND FILTER FABRIC.
BURY TOE OF FILTER
FABRIC A MIN OF 8"
ELEVATION
SILT FENCE
SECTION
SILT FENCE
1.EXTRA STRENGTH FILTER FABRIC (AS APPROVED BY ENGINEER)
WITH 6'-0" POST SPACING DOES NOT REQUIRE MESH SUPPORT
FENCE.
2.FILTER FABRIC SHALL BE WIRED DIRECTLY TO POST.
NOTE:
YARD INLET EROSION CONTROL
1'-6"
MIN
12"MINGRAVEL FILTER, TYP
WIRE SCREEN, TYP CONCRETE BLOCK, TYP
12"
MIN
C-31-0410
2:1 OR FLATTER
(TYP ALL AROUND)
#57 WASHED STONE CONCRETE BLOCKWIRE SCREEN
FILTERED WATEROVERFLOW
CURB INLET
RUNOFF WATER
W/SEDIMENT
WIRE SCREEN
2x4 WOOD STUDS
CURB INLET SEDIMENT CONTROL
CURB INLET
C-31-0413
4'
MAX
8' MAX
1.5'
1' MAX
C-31-0403
STABILIZED OUTLET FOR SILT FENCE
PLACE POSTS
AT LOW POINTS
5' MIN
5'
POST-TO-POST
10' MAX SPACING
FENCING FABRIC ORANGE MIRASAFE
VERTICAL 2X4 OR TIE TO METAL "T" POSTS.
TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO
EXISTING TREE
GRADE
EXISTING
3'4'OR WOODEN 2X4
METAL "T " POST 1.1"4.2"
C-31-0405
NOTES:
1.PLACE CONTINUOUS RUN OF FENCE MATERIAL ON BOTH
SIDES OF IMMEDIATE WORK ZONE IN WOODED AREAS AS
SHOWN ON THE PLANS. DO NOT ATTACH FENCE MATERIAL
TO TREES.
2.TREE PROTECTION FENCING FABRIC TO BE PLACED AT THE
DRIP LINE OF THE TREES THAT ARE TO BE PROTECTED.
3."MIRASAFE" HIGH STRENGTH POLYMER GEOGRID FABRIC BY
MIRAFI CONSTRUCTION PRODUCTS, PENDERGRASS,
GEORGIA.
4.ONE SIGN PER 300' OF TREE PROTECTION FENCING SHALL
READ, AS SHOWN TO THE RIGHT.
TREE PROTECTION BARRIER FENCE
MAINTENANCE REQUIREMENTS:
1.INSPECT WEEKLY AND AFTER EACH RAINFALL PRODUCING
1/2 INCH OR MORE OF RAIN.
2.REPAIR OR RELACE DAMAGED FENCING IMMEDIATELY.
3.REPLACE ANY DAMAGED SIGNAGE IMMEDIATELY AS NEEDED.
WARNING SIGN DETAIL
40"18"NO TRESPASSING
TREE PROTECTION AREA
PROHIBIDO ENTRAR
ZONA PROTECTORA PARA
LOS ARBOLES
3"
EXISTING GRADE
1
5
25'-0" MIN
(TYP)6" MIN(TYP)1
5
5 115
TYPE ll GEOTEXTILE
5H:1V SIDE SLOPES
(STABILIZE W/ GRASS
AND STRAW NETTING)
CLASS A RIP RAP 2'TEMPORARY STREAM CROSSING (FORD)
(TYP), SEE NOTE
SURFACE FLOW DIVERSION NOTE: DIVERSIONS SHALL OUTLET TO A STONE
CHECK DAM OR SEDIMENT BASIN.
SEPARATOR
C-35-0702
FLOW
PLAN
ELEVATION
STREAM CHANNEL
TEMPORARY STREAM CROSSING BY DRAGLINE MATS
1.KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A
MINIMUM.
2.CLEARING SHALL BE DONE BY CUTTING NOT GRUBBING. THE ROOTS AND STUMPS SHALL BE LEFT IN
PLACE TO HELP STABILIZE THE BANKS AND ACCELERATE RE-VEGETATION.
3.INSTALL A 6 INCH (MINIMUM) 'LIP' ALONG THE OUTSIDE OF THE BRIDGEMAT TO PREVENT LOOSE
SEDIMENT FROM DEPOSITING IN STREAM DURING CROSSING.
4.INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING.
5.DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING
THE STREAM.
6.KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
7.ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET
AND STABILIZE WITH 8" THICK LAYER OF 2"-3" WASHED STONE FOR A MINIMUM OF 25 FEET.
8.STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW
AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR
THE IN-PLACE SOIL.
9.USE A SKIDDER BACKHOE OR KNUCKLEBOOM TO INSTALL AND REMOVE MATS.
10.PLACE MATS BETWEEN "BUMPER TREES" AND ANCHOR ON BOTH BANKS TO TREES OR DEADMAN
ANCHORS SUCH THAT MINIMUM BRIDGE WIDTH IS 8 FT.
11.ENSURE THAT 1/4 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED ON EACH SIDE OF THE BANK.
12.INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING.
13.REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
14.RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY
STABILIZE ALL DISTURBED AREAS.
15.ANY IN-STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE
AREA.
16.DRAGLINE MATS SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION . CHANNEL AND
BANKS SHALL BE PROTECTED WITH CLASS 1 RIPRAP 18" THICK.
17.STEEL BEAMS AND/OR TRENCH BOXES CAN ALSO BE USED IN LIEU OF TIMBERS, BUT THE SYSTEM MUST
BE FULLY PLATED AND/OR COVERED TO PREVENT MATERIALS FROM FALLING THROUGH THE BRIDGE
AND THE BRIDGE MUST HAVE A 6 INCH LIP AS SPECIFIED IN NOTE 3 (ABOVE).
1/4
SUPPORTED
1/4
SUPPORTED
4'4'
TOP OF BANK
TOP OF BANK
SURFACE FLOW
DIVERSION
DRAGLINE (TIMBER) MAT
(SEE NOTE 17)SFSFSF SFSFSFSFSF
SFSF25' MIN
2"-3" SIZED WASHED STONE
15' MIN, 22' MAX
SURFACE FLOW DIVERSION
SILT FENCE, TYP
4'
MINIMUM 6" LIP
(SEE NOTE 3)
25' MIN
(BOTH SIDES)
TEMPORARY VEHICULAR STREAM CROSSING BY DRAGLINE MAT
(BRIDGEMAT)
C-35-0704
SUPER SILT FENCE
FILTER CLOTH
SEDIMENT LADEN
RUNOFF
DOWNSLOPE
CHAIN LINK FENCE POST, SEE DETAIL 0244400R
CROSS SECTION
3'-1", MIN
UPSLOPE
FENCING SHALL BE MINIMUM 42" IN HEIGHT AND CONSTRUCTED IN
ACCORDANCE WITH FENCING DETAIL 0244400R.
FILTER CLOTH TO BE FASTENED SECURELY TO CHAIN LINK FENCE WITH
WIRE TIES SPACED EVERY 24" AT TOP AND MID SECTION.
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY
SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
MAINTENANCE SHALL BE PERFORMED REGULARLY AND MATERIAL
REMOVED AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT
CONTROL HANDBOOK.
FILTER CLOTH SHALL BE FASTENED SECURELY TO EACH FENCE POST
WITH WIRE TIES OR STAPLES AT TOP AND MID SECTION SHALL AND SHALL
MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE CLASS F:
8" MIN
= 34" MIN
HEIGHT OF
FILTER CLOTHGRADE
PROFILE
10' MAX CC
4.
3.
2.
1.
NOTES:
FILTERED RUNOFF
SSF
EMBED FILTER CLOTH 8"
MIN INTO GROUND
34"
MIN
VARIES SEE SITE PLAN
STANDARD SYMBOL
SSF SSF
CHAIN LINK FENCE POSTS
HEIGHT VARIES SEE SITE PLAN
CHAIN
LINK
FENCE
3'-1", MIN
TENSILE STRENGTH 50 LB/IN (MIN) ASTM TEST METHOD D-4595
TENSILE MODULUS 20 LB/IN (MIN)ASTM TEST METHOD D-4595
FLOW RATE 0.3 GAL/CU.FT/MIN. (MAX)ASTM TEST METHOD D-5141
FILTERING EFFICIENCY 75 PERCENT (MIN)ASTM TEST METHOD D-5141
5.
C-31-0401
PLOT DATE: 2/3/2020 11:20 AM BY: TBARNESFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\SDETAILS\D4 Saved by MKARMANOCKY Save date: 1/15/2020 3:01 PMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
JANUARY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
D4
MISCELLANEOUS
STANDARD DETAILS
12"-18" GAUGE
STAPLES
1.AREA SHALL BE CLEARED AND GRUBBED ACCORDING TO
SPECIFICATIONS.
2.SEED BANK ACCORDING TO PLAN SPECIFICATIONS.
3.SECURE MATS AT THE TOP OF THE SLOPE BY TOEING IT IN
AND REINFORCING IT WITH A ROW OF AT LEAST FIVE (5)
STAPLES, SPACING EACH ONE APPROXIMATELY 8" APART.
4.PLACE STAPLES 6"-8" APART ALONG LENGTH OF MAT
BLANKET TO SECURE TO THE SOIL SURFACE. ALL STAPLES
MUST BE FLUSH TO THE SURFACE.
2
D4NTS
EMBANKMENT STABILIZATION
INSTALL PUMP AND LINE TO PUMP FLOW AREA UPSTREAM OF
TEMPORARY CREEK CROSSING TO AREA DOWNSTREAM OF
CONSTRUCTION AREA. BEGIN PUMPING AND CONTINUING PUMPING
WHILE WORKING WITHIN THE CREEK.
INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP, COVER
PIPE INLET WITH FABRIC AND SAND BAGS AS SHOWN IN INSET "A" WHILE
WORKING IN THE CREEK. ALLOW CREEK FLOW THROUGH CMP AS
SHOWN IN INSET "B" WHEN NOT WORKING WITHIN THE CREEK.
INSTALL DOWNSTREAM TEMPORARY STONE DAM AND FILTER FABRIC TO
PREVENT BACK FLOW INTO CONSTRUCTION AREA.
INSTALL PROPOSED EARTH BERMS ALONG TOP OF BANK ON EACH SIDE
OF THE CONSTRUCTION AREA.
INSTALL TEMPORARY SEDIMENT FILTER BAG AT TOP OF BANK.
DEWATER CONSTRUCTION AREA BETWEEN TEMPORARY DAM USING
THIS FILTER BAG.
UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS,
FILTER FABRIC, AND TEMPORARY CMP, DEPRESS TEMPORARY DAM
BOTTOMS INTO CREEK BED UNTIL TOP OF RIP RAP IS LEVEL WITH CREEK
BOTTOM.
UPON STABILIZATION OF CLEARED AREAS, REMOVE TEMPORARY EARTH
BERM, TEMPORARY SEDIMENT FILTER BAG.
THIS CROSSING DETAIL MAY NOT BE NECESSARY IF CONSTRUCTION CAN
BE ACCOMPLISHED IN THE DRY.
NOTES:
1.PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS.
2.LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3.MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
INTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4.ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
5.LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE
IS STABILIZED. PROVIDE FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO BE DETERMINED BY THE ENGINEER.
7.USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED BY THE ENGINEER.
8.INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES FROM BYPASSING
CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
9.PLACE GEOTEXTILE FOR DRAINAGE, TYPE 2, BENEATH STONE.
1
D4NTS
TEMPORARY CREEK BYPASS
8'-0" (TYP)8'-0" (TYP)8'-0" (TYP)
NOTES:
1.NON-CLIMBING 2”X4” MESH
WIRE FENCE SHALL BE
REDBRAND 60” NON-CLIMBING
HORSE FENCE, 10 GUAGE TOP
AND BOTTOM, 2” PULLOUT
SPACING, 12 ½ FILLER GAUGE,
NO. 1660-2-12 ½ OR EQUAL.
2.8' T-POST SHALL BE REDBRAND
8' REDTOP 1.25LB, 6' LENGTH,
10LB WEIGHT, GREY AND RED
PAINT OR EQUAL.
3.T-POST FASTENERS SHALL BE
REDBRAND T-POST
FASTENERS, NO. 71756 OR
EQUAL.
4.STAPLES TO ATTACH HORSE
FENCE TO WOOD POST SHALL
BE REDBRAND SINGLE
BARB 1 ¼”, 8 GAUGE FENCE
STAPLE, NO. 72214 OR EQUAL.
5.WOOD POST SHALL BE
PRESSURE TREATED WOOD
POST 6”-7” DIA X 8' LENGTH OR
EQUAL.
6.BRACING WIRE SHALL BE
REDBRAND 170k PSI, 12 ½
GAUGE HIGH TENSILE WIRE OR
EQUAL.3'-0" (MIN)18" (MIN)WOOD POST, TYP
WOOD BRACE POST
12-1/2 GAUGE HIGH
TENSILE BRACING WIRE
NON-CLIMBING 2"x4"
MESH WIRE FENCE
T-POST FASTENERS, TYP
(3 PER T-POST)
8' T-POST, TYP
42" - 48"6"3
D4NTS
WOVEN WIRE FENCE DETAIL
PLOT DATE: 2/3/2020 11:21 AM BY: TBARNESFile: O:\32455-CHA\32455-000\CAD_BIM\DRAWINGS\RAW WATER LINE\SDETAILS\D5 Saved by TBARNES Save date: 2/3/2020 9:00 AMPRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
32455-000
JANUARY 2020J. JACKSON
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING IS
NOT TO FULL SCALE
CHECKED BY:
DRAWN BY:
DESIGNED BY:
PROJECT
ENGINEER:
REV ISSUED FOR DATE BY
0 1"1/2"
CONTRACT NO.:
HAZEN NO.:
DATE:
DRAWING
NUMBER:
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
ADVANCING WATER
CONSTRUCTION YADKIN REGIONAL
WATER SUPPLY PROJECT
RAW WATER INFRASTRUCTURE
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINAJ. GREENE
C. BRITT
B. ROMERO
1 30% SUBMITTAL 4/2019 JCJ
2 60% SUBMITTAL 1/2020 JCJ
D5
MISCELLANEOUS
STANDARD DETAILS
1
D5NTS
X X
X X
X
XXXXXX2
D5NTS
X
XXTEMPORARY SEDIMENT FILTER BAG
0227038
SIDE VIEWTOP VIEWX TEMP. SEDIMENT FILTER BAG
6" MINIMUM
2'-0" MINIMUM
VARIES
10'-0" MINIMUM

Finished Water Distribution
Pipeline Impact Drawings and
Typical Drawings

WVWV
C-3
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 10+00 THRU STA. 16+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
C-4
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 16+00 THRU STA. 25+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
C-5
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 25+00 THRU STA. 35+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
WV
WV
C-6
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 35+00 THRU STA. 46+50
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
C-7
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 46+50 THRU STA. 56+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
N
PLAN
C-8
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 56+00 THRU STA. 67+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
N
C-9
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 67+00 THRU STA. 78+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
N
C-10
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 78+00 THRU STA. 90+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
C-11
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 90+00 THRU STA. 101+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
NN
C-12
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 101+00 THRU STA. 112+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
C-13
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 112+00 THRU STA. 123+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
72
C-14
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 123+00 THRU STA. 134+50
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
72
71 70
68
69
C-15
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 134+50 THRU STA. 145+50
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
68
67 66
66
65
C-16
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 145+50 THRU STA. 156+50
PROFILE
PLAN
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
65
65
64
63
61
62
61
C-17
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 156+50 THRU STA. 168+50
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
WV61
6061
C-18
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 168+50 THRU STA. 180+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
EXISTING WATER MAIN TIE-IN PLAN
60
58
57
C-19
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 180+00 THRU STA. 192+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
57
57
57
56
C-20
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 192+00 THRU STA. 203+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
56
C-21
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 203+00 THRU STA. 215+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
54
55
53
52
52
C-22
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 215+00 THRU STA. 226+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
WVWV
52
53
51
52
C-23
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 226+00 THRU STA. 237+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
EXISTING WATER MAIN TIE-IN PLAN
51
51 4948C-24
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 237+00 THRU STA. 248+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
WV48
47
47
C-25
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 248+00 THRU STA. 259+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
EXISTING WATER MAIN TIE-IN PLAN
46 45
C-26
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 259+00 THRU STA. 270+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
GVGVWVWVWV45 44
44
43 42
41
4
0
C-27
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 270+00 THRU STA. 281+00
PROFILE
PLAN
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
WV40
39
C-28
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 281+00 THRU STA. 292+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
39 38
C-29
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 292+00 THRU STA. 303+00
PROFILE
PLAN
N
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
37
36
37
C-30
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 303+00 THRU STA. 314+00
PROFILE
PLAN
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
35
N
PROFILE
PLAN
C-31
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 314+00 THRU STA. 325+00
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
35
33 32
PROFILE
PLAN
C-32
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 325+00 THRU STA. 336+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
WV
WV
32 32 32
31PROFILE
PLAN
C-33
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 336+00 THRU STA. 347+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
EXISTING WATER MAIN TIE-IN PLAN
31
3
0
29 28
PROFILE
PLAN
C-34
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 347+00 THRU STA. 358+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N N
28
PROFILE
PLAN
C-35
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 358+00 THRU STA. 368+50
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
27
27
26
PLAN
C-36
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 368+50 THRU STA. 380+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
26
PLAN
C-37
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 380+00 THRU STA. 391+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
26
25
24
PLAN
C-38
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 391+00 THRU STA. 402+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
GVGVGVGV24
24
23
PLAN
C-39
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 402+00 THRU STA. 411+50
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
EXISTING WATER MAIN TIE-IN PLAN
WVWVWV22
PLAN
C-40
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 411+50 THRU STA. 424+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
WVWVWVWVWVWVWVWVWV22
21
PROFILE
PLAN
C-41
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 424+00 THRU STA. 435+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
WVWV
21
PLAN
C-42
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 435+00 THRU STA. 446+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
20
18
PLAN
C-43
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 446+00 THRU STA. 457+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
18
19
PLAN
C-44
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 457+00 THRU STA. 468+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
17
PLAN
C-45
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 468+00 THRU STA. 480+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
17
PLAN
C-46
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 480+00 THRU STA. 491+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
16 15 13
PLAN
C-47
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 491+00 THRU STA. 501+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
13
14 13
PLAN
C-48
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 501+00 THRU STA. 512+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
WV
12 11
10
9 8
PLAN
C-49
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 512+00 THRU STA. 523+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
N
WV
8
7
6
5
PROFILE
PLAN
C-50
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 523+00 THRU STA. 534+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
5 4
C-51
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 534+00 THRU STA. 544+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
WV
3
12
C-52
WATER TRANSMISSION MAIN
PLAN AND PROFILE
STA. 545+00 THRU STA. 551+00
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
PROFILE
PLAN
N
DETAIL A
CD-5
WATER TRANSMISSION MAIN
EROSION CONTROL AND
RESTORATION DETAILS
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
DETAIL B
DETAIL D DETAIL E DETAIL F
DETAIL C
CD-6
WATER TRANSMISSION MAIN
MISCELLANEOUS CIVIL DETAILS
DETAIL A DETAIL C
DETAIL B
UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE

60% SUBMITTAL - NOT FOR CONSTRUCTION© 2019NC F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
DETAIL D
PLAN
CD-7
WATER TRANSMISSION MAIN
LAKE TWITTY CROSSING DETAILS
SITE PLANS
© 2019UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% SUBMITTAL - NOT FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
PLAN
LODLOD LOD
LODLODLODLOD
LOD
LOD
LOD
LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODC-17
TEMPORARY EROSION CONTROL PLAN
© 2020UNION COUNTY PUBLIC WORKS
UNION COUNTY, NORTH CAROLINA
YADKIN REGIONAL WATER SUPPLY
WATER TREATMENT PLANT AND
FINISHED WATER INFRASTRUCTURE
60% DRAWINGS - FOR REVIEW PURPOSES ONLY - NOT RELEASED FOR CONSTRUCTION
F-1255
4600 Park Road, Suite 240
Charlotte, NC 28209
Tel: [phone]
N
SYMBOL LEGENDS
X X
LOD
ABBREVIATIONS
DocuSign Envelope ID: 2576BD8E-F833-4BDF-A260-3F2A70ECE9C7
5/7/2020