20190175 Ver 1_B4427_Permit_Drawing_20191209

ASHLEY McMULLAN WOOLARD
DB 1761 PG 885 DB 933 PG 650
DB 817 PG 897DB 1734 PG 894
JIMMY C. HARDISON M.U. HODGES, et ux
JIMMY C. HARDISON
PC "A" SLIDE 68PROPERTY LI
NE RUNS ALONG MOYE'S BEAVER DAM SWAMPEIP 100.00'100.00'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W MOYE'
S BE
AVE
R DAM
S
WAMP
P
ROP
E
RT
Y
LI
NE RUNS AL
ONG-30
-40
-WL1- STA. 0+87.50
PROP. 8"X6" REDUCER
-WL1- STA. 0+11.20
PROP. 6" GATE VALVE
-L- STA. 20+81.87, 17.35' LT
-WL1- STA. 0+00.00 =
WATERLINE WITH A 6" TRANSITION COUPLING
BEGIN: CONNECT TO EXIST. 6" PVC
-L- STA. 26+94.40, 14.43' LT
-WL1- STA. 6+24.80 =
WITH A 6" TRANSITION COUPLING
END: CONNECT TO EXIST. 6" PVC WATERLINE
-WL1- STA. 5+39.96
PROP. 8"X6" REDUCER
-WL1- STA. 6+16.57
PROP. 6" GATE VALVE
6" PVC WATERLINE
REMOVE 33.0' OF IS INSTALLED
AFTER NEW WATERLINE
ABANDON 6" GATE VALVE
6" PVC WATERLINE
ABANDON 218.0' OF
29.36' LT
-L- STA. 21+13.66,
-WL1- STA. 0+36.76 =
17.45' LT
-L- STA. 21+01.87,
-WL1- STA. 0+20.00 =
32.12' LT
-L- STA. 26+61.35,
-WL1- STA. 5+84.45 =
PROP. 6" DIP WATERLINE
14.33' LT
-L- STA. 26+79.40,
-WL1- STA. 6+09.80 =
6" PVC WATERLINE
REMOVE 29.0' OF
IS INSTALLED
AFTER NEW WATERLINE
ABANDON 6" GATE VALVE
6" PVC WATERLINE
REMOVE 125.0' OF
6" PVC WATERLINE
ABANDON 214.0' OF
SEE NOTE 5
WATERLINE
PROP. 6" DIP
8/17/99SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
MNG
SRM
MKS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0'50'100'25'50'
PLANS
UTILITY CONSTRUCTION
SRM
-L-
F F F F
F F
F F
F
F F F F F
F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
TB 2GI
TB 2GI
0401
0402
0403
5 SY GEOTEXTILE
1 TONS CLASS 'B' RIP RAP
-L- STA. 23+05.00 LT/RT
BEGIN SHOULDER BERM GUTTER
-L- STA. 23+31.94 LT/RT
END SHOULDER BERM GUTTER
15" RCP-III
15" RCP-V
-BL- 4-BL- 3
NCDOT GPS B4427-2
-EL-
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SR 1422 (MARKET STREET EXT)
SR 1422 (MARKET STREET EXT)
22' BST
22' BST
PMAWS GIB
PM
AWS GIB
100 101RR131.39D1RR226.36D2RR326.40D3RR426.87D4RR527.62D5RR628.09D6RR730.00D7RR832.94D8RR928.15A6RR1027.03A7RR1126.36A9RR1226.82A8RR1326.41A10RR1426.46A11RR1531.15A12RR1631.60B9RR1725.64B8RR1826.50B7RR1926.68B6RR2026.30B5RR2126.59C7RR2226.82C6RR2327.33C5RR2427.69C4RR2525.82C3RR2625.61C2RR2731.98C1RR2827.40A5RR2928.37A4RR3029.06A3RR3129.05A2RR3230.41A1RR3326.70C9RR3426.02C8RR3526.57B4RR3626.78B3RR3725.97B2RR3826.66B1IREVISIONS 8/17/99SHEET NO.PROJECT REFERENCE NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
TRANSPORTATION
DEPARTMENT OF
NORTH CAROLINA
PLANS ONLY
UTILITY CONSTRUCTION
REVISED:
UTILITIES ENGINEERING SEC.
FAX:[phone]
PHONE:[phone]
MNG
SRM
MKS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
-20
-10
0+00 1+00 2+00 3+00 4+00 5+00
0
10
20
30
40 40
30
20
10
0
-10
-20
-30
-40
0'50'100'25'50'
PLANS
UTILITY CONSTRUCTION
17BP.2.R.89
SRM
6+00
0'50'100'25'50'
PROFILE (HORIZONTAL)
0'10'20'5'10'
PROFILE (VERTICAL)
AS APPROVED BY THE ENGINEER.
SHALL BE DISCHARGED AND DISCHARGED WATER SHALL BE DECHLORINATED
TEMPORARY BLOWOFF TO TEST THE WATERLINE. SUPER-CHLORINATED WATER
CONTRACTOR SHALL PROVIDE END CAP WITH 2" IPT CONNECTOR FOR 5.
ALL DUCTILE IRON PIPE SHALL BE RESTRAINED.4.
THE REQUIRED RESTRAINED LENGTH.
INSTALL BELL AND HARNESS RESTRAINT ON THE NEXT PIPE JOINT PAST
RESTRAINED LENGTH DOESN'T END AT A PIPE JOINT, CONTRACTOR SHALL
RESTRAINED JOINT DETAIL ON SHEET UC-3A. IF THE REQUIRED
EACH PIPE JOINT FOR A MINIMUM LENGTH AS SPECIFIED IN THE
EXCAVATING AND INSTALLING A BELL AND HARNESS RESTRAINT AROUND
CONTRACTOR SHALL RESTRAIN THE EXISTING WATERLINE BY 3.
RESTRAINED JOINT LENGTHS.
REFER TO THE RESTRAINED JOINT DETAIL ON SHEET UC-3A FOR 2.
LEADING UP TO CONNECTION.
WATERLINE PRIOR TO MAKING CONNECTION AND ADJUST PIPE AS NEEDED
CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE EXISTING
LOCATIONS IS ASSUMED TO BE 3 FEET BELOW EXISTING GRADE.
ELEVATION OF EXISTING 6" WATERLINE AT WATERLINE TIE-IN 1.
NOTES:UC-4 (PERMIT)
T T
T
T
STA. 0+91
STA. 5+39
W1 (TEMP.)
WETLAND IMPACT = 0.01 AC/459 SF
W2 (TEMP.)
WETLAND IMPACT = 0.02 AC/687 SF
DENOTES WETLAND IMPACTS
APPROVAL OF THE ENGINEER
WETLANDS AREAS WITHOUT
4 INCHES IN DIAMETER WITHIN
FELL ANY TREES LARGER THAN
THE CONTRACTOR SHALL NOT
NOTE:
OPEN CUT
WATERLINE CENTERLINE FOR
MINIMUM DISTANCE OFF OF THE
(100' X 45')
AREA
STAGING
CONSTRUCTION
WATERLINE CENTERLINE FOR HDD
MAXIMUM DISTANCE OFF OF THE
CONSTRUCTION AREA
TEMPORARY HDD ENTRY (PIPE EXIT)
CONSTRUCTION AREA
TEMPORARY HDD EXIT (PIPE ENTRY)
(50'X45')
AREA
STAGING
45'
5'
25'
5'
5'
POINT
ENTRY
OVER
CENTERED
50'
5'
OPEN CUT
WATERLINE CENTERLINE FOR
MINIMUM DISTANCE OFF OF THE
45'
10'
GV
GV0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00AS APPROVED BY THE ENGINEER.
SHALL BE DISCHARGED AND DISCHARGED WATER SHALL BE DECHLORINATED
TEMPORARY BLOWOFF TO TEST THE WATERLINE. SUPER-CHLORINATED WATER
CONTRACTOR SHALL PROVIDE END CAP WITH 2" IPT CONNECTOR FOR 5.
ALL DUCTILE IRON PIPE SHALL BE RESTRAINED.4.
THE REQUIRED RESTRAINED LENGTH.
INSTALL BELL AND HARNESS RESTRAINT ON THE NEXT PIPE JOINT PAST
RESTRAINED LENGTH DOESN'T END AT A PIPE JOINT, CONTRACTOR SHALL
RESTRAINED JOINT DETAIL ON SHEET UC-3A. IF THE REQUIRED
EACH PIPE JOINT FOR A MINIMUM LENGTH AS SPECIFIED IN THE
EXCAVATING AND INSTALLING A BELL AND HARNESS RESTRAINT AROUND
CONTRACTOR SHALL RESTRAIN THE EXISTING WATERLINE BY 3.
RESTRAINED JOINT LENGTHS.
REFER TO THE RESTRAINED JOINT DETAIL ON SHEET UC-3A FOR 2.
LEADING UP TO CONNECTION.
WATERLINE PRIOR TO MAKING CONNECTION AND ADJUST PIPE AS NEEDED
CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF THE EXISTING
LOCATIONS IS ASSUMED TO BE 3 FEET BELOW EXISTING GRADE.
ELEVATION OF EXISTING 6" WATERLINE AT WATERLINE TIE-IN 1.
NOTES:
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0
0
10
20
30
40
GV
DEPTH (TYP.)
3' MIN. BURIAL
WATERLINE
HDPE DR II
PROP. 8"
WATERLINE
PROP. 6" DIP
PIPE
HORIZONTAL
117.00'
-WL1- STA. 0+91.65
-WL1- STA. 5+39.24
HORIZONTAL DIRECTIONAL DRILL LIMITS
GRADE
EXIST.
WATERLINE
PROP. 6" DIP
GV
WATERLINE
HDPE DR II
PROP. 8"15.00'R=600'
R=600'
-WL1- STA. 0+00.00
WATERLINE
EXIST. 6" PVC DEPTH (TYP.)
3' MIN. BURIAL
-WL1- STA. 6+16.57
GATE VALVE
PROP. 6"
-WL1- STA. 6+24.80
WATERLINE
EXIST. 6" PVC
-WL1- STA. 6+09.80
PROP. 6"
-WL1- STA. 5+84.45
PROP. 6"
-WL1- STA. 0+11.20
GATE VALVE
PROP. 6"
-WL1- STA. 0+20.00
PROP. 6"
-WL1- STA. 0+36.76
PROP. 6"
EL. 6.60
-WL1- PT STA. 2+58.21
END VERTICAL CURVE
EL. 19.70
-WL1- PC STA. 1+33.15
BEGIN VERTICAL CURVE
EL. 6.60
-WL1- PC STA. 3+75.21
BEGIN VERTICAL CURVE
EL. 19.70
-WL1- PT STA. 4+99.96
END VERTICAL CURVE
-WL1- STA. 0+87.50
IN DETAIL SHEET UC-3B
SEE DIP/HDPE TRANSITION
PROP 8"X6" REDUCER
-WL1- 5+39.96
IN DETAIL SHEET UC-3B
SEE DIP/HDPE TRANSITION
PROP 8"X6" REDUCER