20200619 Ver 1_Permit Plan Set_20200508

SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
JUNE, 2019L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\COVER,INDEX,DETAILS_REV.DWG PLOT DATE 8/28/2019 3:52 PM REBECCA WEBBmcgillassociates.com
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
SCHEDULE OF DRAWINGS
G-001 . . . . . COVER SHEET
G-002 . . . . .GENERAL NOTES & LEGENDS
G-003 . . . . . DRAWING INDEX SHEET
C-101 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-102 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-103 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-104 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-105 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-106 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-107 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-108 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-109 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-110 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-111 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-112 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-113 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-114 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
C-115 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-116 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-117 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-118 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-119 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-120 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-121 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-122 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-123 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-124 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-125 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-126 . . . . .PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-127 . . . . . PROPOSED 12" WATER LINE
PLAN AND PROFILE
C-201 . . . . .METER VAULT DETAILS
C-203 . . . . .BRIDGE ATTACHMENT DETAILS
C-501 . . . . .DETAILS
C-502 . . . . . DETAILS
C-503 . . . . . DETAILS
C-504 . . . . .DETAILS
C-505 . . . . .DETAILS
C-506 . . . . .DETAILS
C-507 . . . . .MOUNT AIRY DETAILS
C-508 . . . . .MOUNT AIRY DETAILS
C-509 . . . . .MOUNT AIRY DETAILS
C-510 . . . . .MOUNT AIRY DETAILS
VICINITY MAP NOT TO SCALE
U
S
HW
Y

5
2
US HWY 52US

H
W
Y

5
2
I-74
I-
7
4 ROCKFORD STUS HWY
52
H
W
Y

5
2

B
Y
P
A
S
SOLD HWY
52
O
L
D

HW
Y

5
2
OLD

H
W
Y

5
2 COOK SCHOOL RDROCKFORD STARLINGTON STCHARLIE NORMAN RDHOLLY SPRINGS RD
ARA
R
A
T L
O
N
G
HILL
R
D
ARA
R
A
T
R
D
DODSON MILL RDOLD WESTFIELD RDARMSTRONG RDCHESTNUT RIDGE RDREEVES MILL RDCOOK SCHOOL RDI-74 MAIN STMA
I
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S
T
MASSE
Y

R
D
WEST
FI
E
L
D
R
DMAIN
STCARTER STOLD
HO
L
LOW
RD
PROPOSED
PROJECT
DWI PROJECT NO. H-SRP-D-17-0142
PILOT
MOUNTAIN
MOUNT
AIRY
RT
O
REHEGO
NTATALSE N1885
TYRIAORCHA I N AL UOMFCFTHE
Y
TI
O8/28/19
GENERAL NOTES AND LEGENDS G-002
CTV
000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND
GENERAL NOTES:
PROPOSED EROSION CONTROL
AND STORM DRAINAGE LEGEND
####GENERAL CONSTRUCTION NOTES
REVISION DATE - JUNE 16, 2009
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\COVER,INDEX,DETAILS_REV.DWG PLOT DATE 9/16/2019 3:40 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
8/28/19
NOT TO SCALE
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
C-
1
0
1
C-102C-103C-104C-
1
0
5
C-10
6
C-10
7
C-1
0
8
C-
1
0
9
C
-
1
1
0
C-1
1
1
C-112C-113C-114
C-1
1
5
C-
1
1
6
C-
1
1
7
C-118C-
1
1
9
C-120
C-
1
2
1
C-12
2 C-123C-
1
2
4
C-125C-126C-127U
S

HW
Y

5
2
U
S

HW
Y

5
2
U
S

HW
Y

5
2
US
HWY

5
2
US HWY 52U
S

HW
Y

5
2
US HW
Y

7
4
COOK SCHOOL RDSURR
Y
G
A
D
S
B
E
R
R
Y
R
D
SIMM
O
N
S
G
R
O
V
E
C
H
R
DARMSTRONG RDREEVES MILL RDRUSSELL RD REEVES MILL RDHOL
L
Y
S
P
RI
N
G
S
R
D
ARARAT L
O
N
G
HILL
R
D
LONGH
I
L
L
RD
ARA
R
A
T
R
D
TOW
E
RDDODSON MILL RDSPRI
N
G
HI
L
L
R
D COOK SCHOOL RDCOMMU
N
I
T
Y

B
U
I
LD
ING
R
D
COMM
U
N
I
T
Y

B
U
I
L
D
I
N
G

R
DARARAT RDARA
R
A
T
R
D
MA
T
T
H
E
W
S

R
D
BU
E
N
A

V
I
S
T
A

D
R
OLD HOLLOW
RDOLD
HWY

5
2
OLD

H
W
Y

5
2
OLD HWY 52OLD HWY 52O
L
D

HW
Y

5
2
DRAWING INDEX SHEET
NOT TO SCALE
G-003
TO PILOT
MOUNTAIN
TO MOUNT
AIRY
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\COVER,INDEX,DETAILS_REV.DWG PLOT DATE 8/28/2019 3:06 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
8/28/19
PROPOSED DITCH LINER LOCATIONS
0000000000000000000
0
PROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED STA. 17+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESNON DISTURB CREEK
CROSSING #A
STA. 21+90 - STA. 22+60
INSTALL BY BORE & JACK
WITH 70 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
EXISTING
GROUND
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
PROPOSED STA. 11+18
REMOVE EXISTING 12" PLUG
AND THRUST BLOCKING,
PROPOSED 12" GATE VALVE & BOX,
BEGIN PROPOSED 12" DIP
WATER LINE . CONTRACTOR TO VERIFY
EXACT LOCATION, SIZE, DIAMETER AND
DEPTH PRIOR TO TIE-IN
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GATE VALVE
EXISTING 12"
DUCTILE IRON
WATER LINE
EXISTING FIRE
HYDRANT
EXISTING
EDGE OF
PAVEMENT
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EXISTING
GROUND
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 17+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/26/2019 3:22 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
11/26/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 10+00 - STA. 24+00 C-101PROPOSED STA. 11+18REMOVE EXISTING 12" PLUGAND THRUST BLOCKING,PROPOSED 12" GATE VALVE & BOX,BEGIN PROPOSED 12" DIPWATER LINETEMPORARY DITCH
LINER (TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING
BOX CULVERT
NON DISTURB CREEK
CROSSING #A
STA.21+90 - STA. 22+60
INSTALL BY BORE & JACK
WITH 70 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X
PROPOSED STA. 33+6312"X2"X6" TEE, 12" GATEVALVE & BOX, 6" RJ DIP,6" GATE VALVE & BOX,6" PLUGPROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED 45 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 26+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 31+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:27 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 24+00 - STA. 36+00 C-102
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
PROPOSED STA. 33+63
12"X12"X6" TEE, 12" GATE
VALVE & BOX, 6" RJ DIP,
6" GATE VALVE & BOX,
6" PLUG
EXISTING EDGE
OF PAVEMENT
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 45 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 26+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING 8"
FORCE MAIN
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 31+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING
FENCE
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
PROPOSED STA. 39+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 47+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:26 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 36+00 - STA. 50+00 C-103
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED STA. 39+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED STA. 47+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
EXISTING
GROUND
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" RJ DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
18" RCP
EXISTING 8"
FORCE MAIN
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROVIDE OUTLET
PROTECTION
(TYPICAL)
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
oooooooooooooooooooXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
ooooooooooooooooooooooooooooooooooo o o o o o o o o o o ooooooooooooooooooooooooooo
o o o o o o o
o o o o o oXXXX
X
X
NON DISTURB CREEK
CROSSING #1
STA. 55+40 - STA. 56+25
INSTALL BY BORE & JACK
WITH 85 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED STA. 53+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 60+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 63+7512"X12"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUG1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:24 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 50+00 - STA. 64+00 C-104
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
EXISTING EDGE
OF PAVEMENT
NON DISTURB CREEK
CROSSING #1
STA. 55+40 - STA. 56+25
INSTALL BY BORE & JACK
WITH 85 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED STA. 60+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
15" RCP
EXISTING
GROUND
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 2'-6" COVER
PROPOSED
BENDS AS
NECESSARY
PROPOSED BENDS
AS NECESSARY
EXISTING 8"
FORCE MAIN
EXISTING 8"
FORCE MAIN
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 53+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED STA. 63+75
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
CONTROLLED ACCESS
RIGHT OF WAY
CONTROLLED ACCESS
RIGHT OF WAY
CONTROLLED ACCESS
RIGHT OF WAY
CONTROLLED ACCESS
RIGHT OF WAY
NOTE:
INSTALL 6' FROM EDGE
OF PAVEMENT (GUARDRAIL
IS APPROX. 10' FROM EDGE
OF PAVEMENT)
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP WATER
LINE WITH MIN. 2'-6" COVER,
AND MIN. 6'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING
GUARDRAIL
EXISTING
CONCRETE
EXISTING
CONCRETE
PROPOSED BENDS
AS NECESSARY
NCDOT
CONTROLLED
ACCESS ROW
NCDOT
CONTROLLED
ACCESS ROW
EXISTING FIBER OPTIC CABLE
IN 1'X1' CONCRETE ENCASEMENT
TO BE FIELD VERIFIED AND
PROTECTED FOR PROPOSED
WATER LINE INSTALLATION
PAVEMENT BETWEEN ROAD AND GUARDRAIL:
2.5" BITUMINOUS CONCRETE SURFACE COURSE,
TYPE HDS, AT AVERAGE RATE OF 140 LB./SQUARE YARD
IN EACH OF 2 LAYERS AND 8" AGGREGATE BASE COURSE
(SEE DETAIL SHEET C-503)
PROPOSED 15'
PERMANENT
EASEMENT
PROPOSED 15'
TEMPORARY
CONSTRUCTION
EASEMENT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
PROVIDE INLET PROTECTION,
RESTORE DRAINAGE DITCH WITH
STRAW MATTING
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING FENCE
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
PROPOSED 35 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 72+8412"X2"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE BOX & VALVE,8" PLUGPROPOSED STA. 71+4312"X2"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 69+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 77+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED 35 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
8" PLUG1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:22 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 64+00 - STA. 78+00 C-105
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED STA. 72+11
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
PROPOSED STA. 72+84
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
PROPOSED 45 LF OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
EXISTING EDGE
OF PAVEMENT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED STA. 68+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
EXISTING
GROUND
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROVIDE INLET
PROTECTION
(TYPICAL)
EXISTING 8"
FORCE MAIN
PROPOSED 45 LF OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 77+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED BENDS
AS NECESSARYPROPOSED BENDS
AS NECESSARY
PROPOSED
BENDS AS
NECESSARY
PROPOSED BENDS
AS NECESSARY
EXISTING 8" FORCE MAIN
CONTRACTOR TO FIELD
LOCATE AND VERIFY
ELEVATION
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING FENCE
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
XX X X X X XXXXXX X X
XX X X X X
PROPOSED 60 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED STA. 85+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:21 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 78+00 - STA. 92+00 C-106
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED STA. 85+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
PROPOSED 60 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
EXISTING EDGE
OF PAVEMENT
EXISTING
TELEPHONE LINE
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROVIDE INLET
PROTECTION
(TYPICAL)
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING FENCE
EXISTING
FENCE
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
XXPROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED STA. 92+2512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 100+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:19 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 92+00 - STA. 106+00 C-107
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED STA. 92+25
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 100+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
30" RCP
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
REMOVE AND REINSTALL CULVERT,
PROVIDE INLET AND OUTLET
PROTECTION, USING CLASS B
RIP RAP.
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
EXISTING FENCE
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
XXXXXXXXXXXXXXXXXX
PROPOSED 90 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 107+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 114+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 119+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:18 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 106+00 - STA. 120+00 C-108
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 90 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENTAPPROXIMATE BORE
PIT LOCATION
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 107.50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 119+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROPOSED STA. 114+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF RIP RAP WITH
EQUAL TO OR GREATER
THAN MATERIALS
XXXXXXXXXXXXXXX X X XXXXXXXXXXXX X X X X X X X X X X X X X X XXXXX X
X XX
XXXX
X
X
X
X
X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXX X X
X
X
X
XXXXXXXXXX
NON DISTURB CREEK
CROSSING #2
STA. 128+45 - STA. 129+15
INSTALL BY BORE & JACK
WITH 70 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPEPROPOSED STA. 125+7512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 132+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:17 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 120+00 - STA. 134+00 C-109
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
NON DISTURB CREEK
CROSSING #2
STA. 128+45 - STA. 129+15
INSTALL BY BORE & JACK
WITH 70 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED 45° BENDS
AS NECESSARYPROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
PROPOSED STA. 125+75
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 132+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROPOSED BEND
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED
15' PERMANENT
EASEMENT
PROPOSED
15' TEMPORARY
CONSTRUCTION
EASEMENT
PROPOSED REMOVE AND
REPLACE CONCRETE
STAIRS
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
CONTRACTOR SHALL
REPLACE ANY DAMAGED
SECTION OF FENCE WITH
EQUAL TO OR GREATER
THAN MATERIALS
X X X
NON DISTURB CREEK
CROSSING #3
STA. 141+80 - STA. 142+30
INSTALL BY BORE & JACK
WITH 50 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED 75 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING PROPOSED STA. 141+2512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:16 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 134+00 - STA. 148+00 C-110
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 75 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
NON DISTURB CREEK
CROSSING #3
STA. 141+80 - STA. 142+30
INSTALL BY BORE & JACK
WITH 50 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 141+25
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
PROVIDE INLET
PROTECTION
(TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 15' PERMANENT
EASEMENT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15'
FROM TOP OF CREEK BANK AT ALL CREEKS.
XXXXPROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED STA. 148+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 155+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:14 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 148+00 - STA. 162+00 C-111
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED STA. 155+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED BENDS
AS NECESSARY
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROVIDE INLET
PROTECTION
(TYPICAL)
PROPOSED STA. 148+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED STA. 169+3212"X2"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 163+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 169+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 3/24/2020 6:25 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
3/18/20
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 162+00 - STA. 186+00 C-112
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 100 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED STA. 169+24
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED STA. 163+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
PROVIDE INLET
PROTECTION
(TYPICAL)
PROPOSED PRV AND METER VAULTS
(REFER TO SHEET C-201)
END MOUNT AIRY WATER SYSTEM,
BEGIN PILOT MOUNTAIN WATER SYSTEM
PROPOSED (2) 12" WYES AND 12" GATE VALVEFOR PROPOSED PRV AND METER VAULTS(REFER TO SHEET C-201)END MOUNT AIRY WATER SYSTEM,BEGIN PILOT MOUNTAIN WATER SYSTEMPROPOSED 100 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 169+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED (2) 12" WYES
AND 12" GATE VALVE
PROPOSED 15' PERMANENT
EASEMENT
PROPOSED STA. 179+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 187+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESXXX1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:10 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 176+00 - STA. 190+00 C-113
NON DISTURB CREEK
CROSSING #5
STA. 185+50 - STA. 186+10
INSTALL BY BORE & JACK
WITH 60 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
NON DISTURB CREEK
CROSSING #4
STA. 181+20 - STA. 181+60
INSTALL BY BORE & JACK
WITH 40 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
NON DISTURB CREEK
CROSSING #5
STA. 185+50 - STA. 186+10
INSTALL BY BORE & JACK
WITH 60 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY PROPOSED BENDS
AS NECESSARY
NON DISTURB CREEK
CROSSING #4
STA. 181+20 - STA. 181+60
INSTALL BY BORE & JACK
WITH 40 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED STA. 179+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED STA. 187+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED BENDS
AS NECESSARYPROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 15' PERMANENT
EASEMENT
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
AND DISTURBED LIMIT LINE
PROPOSED 15' PERMANENT
EASEMENT
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
AND DISTURBED LIMIT LINE
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
KEEP BORE PIT AND ALL CONSTRUCTION
MATERIALS AND EQUIPMENT MIN. 15' FROM
TOP OF CREEK BANK
NO DISTURBANCE WITHIN
15' OF BUFFER ALONG CREEK
(TYPICAL)
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
MAT ALL DISTURBED SLOPE AREAS WITH
SINGLE NET STRAW MATTING.
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
PROPOSED STA. 194+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 202+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:08 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 190+00 - STA. 204+00 C-114
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 202+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 194+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
PROVIDE INLET
PROTECTION
(TYPICAL)
PROVIDE INLET
PROTECTION
(TYPICAL)
PROVIDE INLET
PROTECTION
(TYPICAL)
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
XXXXXXXXXXXXPROPOSED STA. 209+2512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:07 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 204+00 - STA. 218+00 C-115
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 209+25
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
PROVIDE INLET
PROTECTION
(TYPICAL)
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
X
X
X
X
X
X
X
X XXXXXPROPOSED STA. 218+5812"X2"X8" TEE, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 228+9812"X2"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 228+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 219+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:05 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 218+00 - STA. 232+00 C-116
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 45 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)PROPOSED STA. 218+58
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 228+98
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED STA. 228+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
PROPOSED 45 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROVIDE OUTLET
PROTECTION
(TYPICAL)
PROPOSED STA. 219+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED 40 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED STA. 233+2512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 241+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:04 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 232+00 - STA. 246+00 C-117
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 233+25
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 241+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
EXISTING
GROUND
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
XX
X
X
X
X X X X X X X X X X X X X X X X X X X
XXXXPROPOSED STA. 259+9712"X12"X8" TEE, 12" GATEVALVE & BOX, 8' RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 249+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 254+7512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:02 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 246+00 - STA. 260+00 C-118
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 249+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 254+75
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED STA. 259+97
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8' RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROVIDE INLET
PROTECTION
(TYPICAL)
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED 40 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
XXXXX
X
X
X
PROPOSED STA. 261+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 270+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 2:00 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 260+00 - STA. 274+00 C-119
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
NON DISTURB CREEK
CROSSING #6
STA. 272+70 - STA. 273+35
INSTALL BY BORE & JACK
WITH 65 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 261+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED STA. 270+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED BEND
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
NON DISTURB CREEK
CROSSING #6
STA. 272+70 - STA. 273+35
INSTALL BY BORE & JACK
WITH 65 L.F. 24" X 0.25" THICK
STEEL ENCASEMENT PIPE
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
PROPOSED 15' PERMANENT
EASEMENT
PROPOSED 15' TEMPORARY
CONSTRUCTION EASEMENT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
INSTALL PERMANENT RIP RAP
DISSAPATOR FOR STABILIZATION
CLASS B ROCK, 9' LONG X 5' WIDE
15' MINIMUM BUFFER FROM
TOP OF STREAM BANK
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
XXXXXXPROPOSED STA. 280+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:59 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 274+00 - STA. 287+00 C-120
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED STA. 280+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
18" RCP
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINTPROPOSED STA. 288+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 296+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 299+4512"X12"X12" TEE, 12" GATEVALVE & BOX, 12" RJ DIP,12" GATE VALVE & BOX,12" PLUGPROPOSED STA. 297+3512"X12"X8" TEE, 12" GATEVALVE & BOX, 8" RJ DIP,8" GATE VALVE & BOX,8" PLUGPROPOSED STA. 299+2512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESXXXXX
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:58 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 287+00 - STA. 301+00 C-121
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
PROPOSED 40 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 40 L.F. OF 24"
STEEL CASING 0.25" WALL
THICKNESS INSTALLED BY
BORING AND JACKING
PROPOSED BENDS
AS NECESSARY
CONTRACTOR SHALL MAINTAIN
18" MIN. VERTICAL SEPARATION
BETWEEN EXISTING CULVERTS
AND PROPOSED WATER LINE.
(TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 288+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER
PROPOSED STA. 296+00
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED STA. 297+35
12"X12"X8" TEE, 12" GATE
VALVE & BOX, 8" RJ DIP,
8" GATE VALVE & BOX,
8" PLUG
PROPOSED 30 L.F. OF 24" STEEL
CASING 0.25" WALL THICKNESS
INSTALLED BY BORING AND JACKING
PROPOSED STA. 299+45
12"X12"X12" TEE, 12" GATE
VALVE & BOX, 12" RJ DIP,
12" GATE VALVE & BOX,
12" PLUG
PROPOSED 25'
PERMANENT
EASEMENT
PROVIDE INLET
PROTECTION
(TYPICAL)
PROPOSED STA. 299+25
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED 20'
TEMPORARY CONSTRUCTION
EASEMENT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
APPROXIMATE BORE PIT LOCATION
SEE DETAIL ON SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
18" RCP
PROPOSED STA. 307+2012" GATE VALVE & BOXPROPOSED STA. 310+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES000000
000000000000 0000000000PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 4:07 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 301+00 - STA. 315+00 C-122
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
EXISTING
GROUND
PROPOSED STA. 307+20
12" GATE VALVE & BOX
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 310+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 325 L.F.
12" RJ DIP WATER
LINE INSTALLED BY
HORIZONTAL DIRECTIONAL
DRILLING OR 310 L.F. OF 24"
STEEL CASING 0.25" WALL THICKNESS
INSTALLED BY BORING AND JACKING
NCDOT
CONTROLLED
ACCESS ROWNCDOT
CONTROLLED
ACCESS ROW
US HWY 52
PROPOSED 25'
PERMANENT
EASEMENT
PROPOSED 25'
PERMANENT
EASEMENT
PROPOSED 25'
PERMANENT
EASEMENT
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 20'
TEMPORARY CONSTRUCTION
EASEMENT
PROPOSED 20'
TEMPORARY
CONSTRUCTION
EASEMENT
PROPOSED 20' TEMPORARY
CONSTRUCTION EASEMENT
PROPOSED 20'
TEMPORARY
CONSTRUCTION EASEMENT
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
APPROXIMATE BORE
PIT LOCATION
SEE DETAIL ON
SHEET C-502
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED BEND
AS NECESSARY
PROPOSED STA. 328+7512"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED 2" AIRRELEASE/ VACUUMVALVE AT ACTUALHIGH POINT1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 3:16 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 315+00 - STA. 329+00 C-123
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
PROPOSED STA. 328+75
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
EXISTING
GROUND
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED BENDS
AS NECESSARY
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 25'
PERMANENT
EASEMENT
PROPOSED 25'
PERMANENT
EASEMENT
PROPOSED 2" AIR
RELEASE/ VACUUM
VALVE AT ACTUAL
HIGH POINT
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED 20'
TEMPORARY
CONSTRUCTION
EASEMENT
PROPOSED 20'
TEMPORARY
CONSTRUCTION
EASEMENT
PROPOSED STA. 336+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:51 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 329+00 - STA. 343+00 C-124
EXISTING EDGE
OF PAVEMENT
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
PROPOSED STA. 336+50
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
0000000000000000000000 0 0PROPOSED STA. 346+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 356+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:47 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 343+00 - STA. 357+00 C-125
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 346+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
PROPOSED STA. 356+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED STA. 362+5012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXESPROPOSED STA. 369+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:49 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 357+00 - STA. 371+00 C-126
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED BENDS
AS NECESSARY
PROPOSED STA. 362+50
12"X12"X6" TEE, 6" GATE VALVE
& BOX, FIRE HYDRANT, (2) 12"
GATE VALVES & BOXES
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
EXISTING
GROUND
PROPOSED STA. 369+00
12"X12"X6" TEE, 6" GATE
VALVE & BOX, FIRE HYDRANT,
(2) 12" GATE VALVES & BOXES
EXISTING
GROUND
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
PROPOSED STA. 377+0012"X12"X6" TEE, 6" GATEVALVE & BOX, FIRE HYDRANT(2) 12" GATE VALVES & BOXES,12" PLUG, END OF PROPOSED12" DIP WATER LINE1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
PLAN
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_BASE.DWG PLOT DATE 11/14/2019 1:50 PM REBECCA WEBBNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
PROFILE
SCALE: HORIZ. 1"= 50'
VERT. 1"= 5'
FINAL DRAWING
-FOR REVIEW PURPOSES ONLY-
NOT RELEASED FOR
CONSTRUCTION
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT
9/13/19
DIVISION VALUE = FEETGRAPHIC SCALE
50 0 25 50 100
50
0
PROPOSED 12" WATER LINE
PLAN AND PROFILE
STA. 371+00 - STA. 378+48 C-127
PROPOSED 12" DIP WATER
LINE WITH MIN. 3'-0" COVER,
AND MIN. 5'-0" DISTANCE FROM
EDGE OF PAVEMENT
EXISTING EDGE
OF PAVEMENT
PROPOSED STA. 377+00
12"X12"X6" TEE, 6" GATE VALVE & BOX,
FIRE HYDRANT, (2) 12" GATE VALVES
& BOXES
Know what's below.
before you dig.CallR
Dial 811 or 1-800-632-4949
N.C. One-Call Center
APPROXIMATE PROPERTY LINES
TAKEN FROM SURRY COUNTY
GEOGRAPHIC INFORMATION
SYSTEM (TYPICAL)
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
EXISTING
GROUND
PROPOSED BENDS
AS NECESSARY
EXISTING
GROUND
PROPOSED BENDS
AS NECESSARY
PROPOSED 12" RESTRAINED JOINT DUCTILE IRON PIPE
"FLEX-RING" AS MANUFACTURED BY AMERICAN CAST
IRON PIPE CO. OR EQUAL. ATTACHED TO BRIDGE PER
DETAILS ON SHEET C-203. ALL EXPOSED PIPE
SHALL BE INSTALLED WITH 2" FIBERGLASS INSULATION
WITH ALUMINUM JACKET.
PROPOSED 12" RESTRAINED JOINT DUCTILE IRON PIPE
"FLEX-RING" AS MANUFACTURED BY AMERICAN CAST
IRON PIPE CO. OR EQUAL. ATTACHED TO BRIDGE PER
DETAILS ON SHEET C-203. ALL EXPOSED PIPE
SHALL BE INSTALLED WITH 2" FIBERGLASS INSULATION
WITH ALUMINUM JACKET.
PROPOSED
45° BENDS
PROPOSED
45° BENDS
PROPOSED CONCRETE DEADMAN
5' HIGH, 5' WIDE X 2' THICK, ROD
TO RESTRAINED JOINT PIPE
(TYPICAL EACH SIDE)
PROPOSED CONCRETE DEADMAN
5' HIGH, 5' WIDE X 2' THICK, ROD
TO RESTRAINED JOINT PIPE
(TYPICAL EACH SIDE)
PROPOSED CONCRETE DEADMAN
5' HIGH, 5' WIDE X 2' THICK, ROD
TO RESTRAINED JOINT PIPE
(TYPICAL EACH SIDE)
PROPOSED CONCRETE DEADMAN
5' HIGH, 5' WIDE X 2' THICK, ROD
TO RESTRAINED JOINT PIPE
(TYPICAL EACH SIDE)
PROPOSED STA. 378+48
PROPOSED CUT IN
12"X12"X12" TEE, (3) 12" GATE
VALVES & BOXES, END PROPOSED
12" DIP WATER LINE
PROPOSED STA. 378+48PROPOSED CUT IN12"X12"X12" TEE, (3) 12" GATEVALVES & BOXES, END PROPOSED12" DIP WATER LINEEXISTING 12"
WATER LINE
PROPOSED 12" DIP
WATER LINE WITH
MIN. 3'-0" COVER
PROPOSED BENDS
AS NECESSARY
ADDITIONAL EROSION CONTROL NOTES:
1.DAILY STABILIZATION IS REQUIRED FOR ALL DISTURBED AREAS WITHIN OR DRAINING TO STREAM BUFFERS.
2.INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA AND REQUIRED UNTIL
THE AREA IS FULLY STABILIZED.
3.ALL WATER FROM TRENCH/BORE PIT DEWATERING ACTIVITY MUST BE PUMPED THROUGH A FILTER BAG.
REFER TO BORE PIT DETAIL ON SHEET C-502.
4.ANY SOIL PLACED ON PAVEMENT SHALL BE PLACED ON SCREENINGS. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ON PAVEMENT. ANY SOIL TRACKED ON
PAVEMENT SHALL BE CLEANED/SWEPT DAILY.
5.CONSTRUCTION ENTRANCES/EXITS MAY BE REQUIRED BASED ON FIELD CONDITIONS.
6.DISTURBED LIMITS OF ALL LINEAR CONSTRUCTION OF WATER LINES SHALL BE CONFINED TO THE AREA
BETWEEN THE ROAD AND 12' OFF THE EDGE OF PAVEMENT. WHERE THE WATER LINE IS 8' OR FURTHER
FROM THE EDGE OF PAVEMENT, THE DISTURBED LIMITS SHALL BE LIMITED TO A WIDTH OF 15'. LIMITS OF
CONSTRUCTION FOR WORK WITHIN EASEMENTS SHALL BE LIMITED TO WITHIN THE EASEMENT.
7.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL AREAS DOWNSLOPE OF AREAS USED
FOR STOCKPILING, STAGING AND EQUIPMENT PARKING. EROSION CONTROL MEASURES SHALL BE
INSTALLED AS NECESSARY (INCLUDING SILT FENCE, INLET PROTECTION, CONSTRUCTION ENTRANCES,
ETC.) OR AS DIRECTED BY THE ENGINEER.
8.ALL DISTURBED DITCHES SHALL BE LINED WITH SINGLE NET STRAW MATTING.
9.KEEP BORE PITS AND ALL CONSTRUCTION MATERIALS AND EQUIPMENT A MINIMUM OF 15' FROM TOP OF
CREEK BANK AT ALL CREEKS.
DETAILS
JUNE, 2019
C-501
FIRE HYDRANT ASSEMBLYW
7 NOT TO SCALE
UPDATED FEBRUARY, 2018
STANDARD EXCAVATION OVERCUT EXCAVATION
WATER LINE TRENCHINGW
1 NOT TO SCALE
UPDATED FEBRUARY, 2018
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
DGC / MGP APRIL 2020 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 5/6/2020 2:57 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
5/6/20
TYPICAL THRUST BLOCK FOR PLUGS OR CONCRETE DEADMAN
TYPICAL THRUST BLOCKS FOR TEES
THRUST BLOCK DIMENSION "A"
TYPICAL THRUST BLOCKS FOR BENDS
TYPICAL THRUST BLOCK FOR REDUCERS
W
6
THRUST BLOCKING - ALL
NOT TO SCALE
UPDATED MARCH, 2017
ENCASEMENT DETAIL

REVISION DATE - NOVEMBER 3, 2008
BORE PIT DETAIL
WATER LINE CREEK CROSSING
35
W
UPDATED MARCH 2020 FOR THIS PROJECT
SECTION VIEW
NOT TO SCALE
DETAILS
NOT TO SCALE
C-503
SILT FENCEEC
1 UPDATED MARCH, 2017
NOT TO SCALE
PIPE OUTLET PROTECTIONEC
17
C C
D D
OR
UPDATED MARCH, 2017
NOT TO SCALE
PIPE INLET PROTECTIONEC
18 UPDATED MARCH, 2017
NOT TO SCALE
WATTLE SECTION
STAKE DETAILS
WATTLE DITCH PROTECTIONEC
23 UPDATED MARCH, 2017
NOT TO SCALE
CHANNEL MATTING - SMALL DITCHEC
48 UPDATED MARCH, 2017
NOT TO SCALE
OPTION A D.E.Q.
PROJECT
SIGN
DOC - BOXâ
JOBLOT
WARNING
OPTION B
OPTION C
DETAIL
â
D.E.Q.D.E.Q.D.E.Q. SELF-INSPECTION REPORT BOXEC
46 UPDATED MARCH, 2017
NOT TO SCALE
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 3/23/2020 10:10 AM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
3/23/20
MAINTENANCE PLANEC
45 UPDATED MARCH, 2017
DETAILS
NOT TO SCALE
C-504
GENERAL EROSION CONTROL NOTESEC
43 UPDATED MARCH, 2017
EC
44
NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION
TEMPORARY SEEDING SPECIFICATION
UPDATED APRIL, 2018
NATIVE SEEDING:
NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
X. XXXXXXX JUNE, 2019 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 3/23/2020 10:10 AM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
3/23/20
STREAM CROSSING NOTES AND
PERMIT CONDITIONS C-5091240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
DGC / MGP APRIL 2020 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 5/6/2020 2:38 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
5/6/20
“”
“”
STREAM CROSSING DETAILS C-5101240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
DGC / MGP APRIL 2020 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 5/6/2020 3:02 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
5/6/20
6" #57 STONE
ATTACHMENT POINT
FOR PUMP DISCHARGE
PUMP DISCHARGE
HOSE
ATTACHMENT POINT
FOR PUMP DISCHARGE
PUMP DISCHARGE
HOSE
GEOTEXTILE FILTER BAG SIZED
FOR PUMP DISCHARGE
(MIN. 10'X15')
6" #57 STONE
UNDISTURBED EARTH
SEWN-IN PIPE
DISCHARGE SLEEVE
SEWN-IN PIPE
DISCHARGE SLEEVE
INSTALL ON LESS
THAN 5% SLOPE
TRENCH DEWATERING DETAILEC
29 UPDATED FEBRUARY, 2018
NOT TO SCALE
WATER IN TRENCH
PUMP DISCHARGE
HOSE
WRAP ROPE
FOR SECURE
SEAL.
CLOSED END
DEWATERING FILTER
TUBE/ SOCK
PUMPSUCTION HOSE
INSERT DISCHARGE HOSE
INTO DEWATERING
FILTER TUBE/ SOCK
TYPICAL SILT SOCKTYPICAL SILT BAG
BERM
* CONTRACTOR SHALL INSPECT DISCHARGE FROM SILT BAG AND/OR SOCK TO PREVENT SEDIMENT OR TURBIDITY IN RECEIVING WATERS.
CREEK CROSSING - LARGEEC
35 UPDATED MARCH, 2017
NOT TO SCALE
STREAM PROTECTION DURING EXCAVATION
REVISION DATE - NOVEMBER 3, 2008
CREEK CROSSING - SMALLEC
33 UPDATED MARCH, 2017
NOT TO SCALE
CREEK CROSSING - MEDIUMEC
34 UPDATED MARCH, 2017
NOT TO SCALE
1240 19th Street Lane NW
Hickory, NC 28601
828.328.2024
NC Firm License # C-0459
mcgillassociates.com
DGC
JAW
RABW
DGC / MGP APRIL 2020 18.01105 H-SRP-D-17-0142
SURRY COUNTY, NORTH CAROLINA
TOWN OF PILOT MOUNTAIN
MOUNT AIRY WATER INTERCONNECT NOT TO SCALE
L:\HICKORY\PROJECTS\2018 PROJECTS\18.01105 - PILOT MOUNTAIN - WATER SUPPLY PROJECT\02 - DESIGN PHASE\DRAWINGS DATA\DRAWING PLAN SETS\18.01105_COVER,INDEX,DETAILS_REV.DWG PLOT DATE 5/6/2020 2:49 PM JOEL WHITFORDNO.DATE BY DESCRIPTION
SHEET
OFFICE MANAGER
PROJECT MANAGER
DESIGNER
REVIEWER DATE PROJECT #FUNDING #
FOR REVIEW
PURPOSES ONLY
NOT RELEASED
FOR
CONSTRUCTION
5/6/20
STREAM CROSSING DETAILS C-511
IT'S THE LAW!
BEFORE YOU DIG!
N.C. ONE-CALL CENTER
CALL 1-800-632-4949
NOT TO SCALE
TEMPORARY STREAM BYPASS DETAIL
UPDATED MARCH, 2017
NOT TO SCALE
STREAM RESTORATION
DETAIL
LIVE STAKE & COIR MAT INSTALLATION
NOT TO SCALE