21
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
KProposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas LineA/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
vDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
*S.U.E. = Subsurface Utility Engineering
WLB
EIP
B
ECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
Note: Not to Scale
Abandoned According to Utility Records
WLB
EAB
EPB
RW
RW
RW
CA
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
04/16/11
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
CCFRCurb Cut Future Ramp
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
Known Soil Contamination: Boundary or Site
Potential Soil Contamination: Boundary or Site
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
UST
SHEET NO.PROJECT REFERENCE NO.
1-B17BP.10.R.26
TUE
R:\
Road
way\P
roj\10
R26_rdy_psh01C.d
gn
11/14/2012
Scale : 35SHEET NO.PROJECT REFERENCE NO.
Location and Surveys
1-C17BP.10.R.26
SURVEY CONTROL SHEET
TO LO
CUST
CREEK
LIT
TLE
MEA
DO
W
TO MT. PLEASANTSR 2623 COUNTY LINE ROAD
-L-
PC Sta. 13
+57.2
5
120293
PERMANENT EASEMENT
ALIGN STATION OFFSET NORTH EASTL 13+05.00 25.08 577331.6440 1574003.1359
L 13+10.00 -24.89 577361.8279 1574043.2645
L 13+12.00 37.00 577318.4177 1573999.1129
L 13+15.00 -38.00 577367.0393 1574056.2962
L 13+30.00 -63.00 577372.9518 1574084.8452
L 13+44.00 68.00 577273.8781 1573998.0039
L 13+62.00 -67.00 577351.5324 1574109.9814
L 13+65.00 60.00 577264.6593 1574017.2938
L 13+70.00 25.73 577283.8736 1574046.0163
L 13+70.00 33.00 577279.1193 1574040.5202
L 13+75.00 -62.00 577336.8871 1574116.1136
L 13+80.00 -41.00 577319.1152 1574103.5875
L 14+65.00 -38.00 577239.7613 1574152.4035
L 15+00.00 -24.81 577200.0192 1574156.3579
BL-1
1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY
BY SELECTING PROJECT CONTROL DATA AT:
HTTP://WWW.NCDOT.ORG/DOH/PRECONSTRUCT/HIGHWAY/LOCATION/PROJECT/
THE FILES TO BE FOUND ARE AS FOLLOWS:
2. SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS
PROJECT. IF FURTHER INFORMATION IS NEEDED, PLEASE CONTACT THE
LOCATION AND SURVEYS UNIT.
3. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM.
POSITIONS ESTABLISHED USING NCGS REAL TIME KINEMATIC NETWORK (VRS)
LOCATION AND SURVEYS UNIT:
MONUMENTS USED OR SET FOR PROJECT CONTROL BY THE NCDOT
INDICATES GEODETIC CONTROL MONUMENTS FOR HORIZONTAL CONTROL
INDICATES BASELINE MONUMENTS FOR HORIZONTAL PROJECT CONTROL
INDICATES BENCHMARKS FOR VERTICAL PROJECT CONTROL
NOTE: DRAWING NOT TO SCALE
-L- STA. 12+25.00
BEGIN PROJECT WBS 17BP.10.R.26
L
TYPE STATION NORTH EASTPOT 10+00.00 577568.4615 1573810.2403
PC 10+38.08 577541.8917 1573837.5232
PT 12+00.10 577425.7753 1573950.4869
PC 13+57.25 577310.2173 1574056.9877
PT 15+99.18 577095.1814 1574159.7918
POT 17+06.17 576989.3450 1574175.4932
POT 10+00.00
BL-3
NOTES:
120293_LS_CONTROL.TXT
3 BL-3 577543.6160 1573855.4470 612.52 10+49.67 13.76 LT
2 BL-2 577346.2370 1574042.3890 605.81 13+20.87 13.68 LT
1 BL-1 577119.3810 1574167.0370 606.97 15+76.92 11.35 LT
------------ ---------------- ---------------- ---------------- ---------------- ---------------- ----------------
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
BL
-L- STA. 14+75.00
END PROJECT WBS 17BP.10.R.26
NC
GRID
NA
D 83/
NSRS 2007
BL-2
-L- STA. 13+50.38
END CULVERT
-L- STA. 13+26.63
BEGIN CULVERT
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "BL-2"
WITH NAD 83/NSRS 2007 STATE PLANE GRID COORDINATES OF
NORTHING: 577346.237(ft) EASTING: 1574042.389(ft)
ELEVATION: 605.81(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999849
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
N 50° 46’ 57.300" W 96.842’ (ft)
"BL-2" TO -L- STATION IS 12+25.00
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
BEGIN PROJECT
END PROJECT
Mauney
Rd.
Cox
Rd.
Smiths
Lake
Rd.
Cra
yto
nRd.
Store
Rd.Rd.
Rd.
Stephens Church
Creek
Creek
Creek
Meadow
Little
County
County
Rd.
Line
Lin
e
(SR 2
680)
(SR 2
623)
(SR 2
624)
(SR
2623)
(SR 2687)
(SR 2625)
STA
NLY C
OU
NTY
CA
BA
RRUS C
OU
NTY
Church
Miami(SR 1132)
Barrier -
Georg
eville
Rd.
(SR 1
100)
Barrie
r
Cauble
(SR 2
616)
Rd.
Scale : 40
VICINITY MAPN.T.S.
CO
NT
RA
CT:
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
LOCATION:
PR
OJE
CT:
WB
S 17
BP.10.R.26
-L- STA. 12+25.00
BEGIN PROJECT WBS 17BP.10.R.26
-L- STA. 14+75.00
END PROJECT WBS 17BP.10.R.26
NAD 83
NSRS 2007
TO LOCUST
ON SR 2623 (COUNTY LINE ROAD)
BRIDGE #293 OVER LITTLE MEADOW CREEK
CREEK
LIT
TLE
MEA
DO
W
TO MT. PLEASANTSR 2623 COUNTY LINE ROAD
-L-
-L- STA. 13+57.38
END CULVERT
-L- STA. 13+30.63
BEGIN CULVERT
UTILITIES SECTION ENGINEER
UTILITIES SQUAD LEADER PROJECT ENGINEER
UTILITIES PROJECT DESIGNER
Roger Worthington, P.E.
Xxxxx Xxxxx, P.E.
XXDE
PA
RT
M
ENT OF TRANSPO
RT
ATI
ON
ST
ATE
OF
NORTH CAR
OLI
NA
PREPARED IN THE OFFICE OF:
FAX (919) 250-4119PHONE (919) 250-4128RALEIGH NC 27699-15911591 MAIL SERVICES CENTER
DIVISION OF HIGHWAYS
SECTIONUTILITIES ENGINEERING
0
GRAPHIC SCALES
PLANS
SEAL
Consulting Engineers
704 357 0488
3089-L Beam RoadCharlotte, NC 28217
A
IN
HT
O
RL
ROCA
RO
FESSION
G
E
N REIN
E
SEALP
NA
L
RE
ECE M. S
CHU
LE
R
26960
UTILITY OWNERS ON PROJECT
Reece Schuler, PE
INDEX OF SHEETS
SHEET NO. DESCRIPTION
UO-1 TITLE SHEET
UO-2 UTILITY BY OTHERS PLAN SHEET
(1) TELEPHONE - WINDSTREAM
TYPE OF WORK:
CABARRUS COUNTY
TELEPHONE
UTILITIES BY OTHERS PLANS
SHEET NO.
UO-1
T.I.P. NO.
17BP.10.R.26
20 10 20 40
UO-2
50.0
0’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
1
1
1
50.0
0’
1DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
FF
F
F
F
F
F
C
C
C
FC
F
C
F
24.90
+50.00
25.32
+55.00
65.00
+61.00
67.00
+42.00
36.00
+72.00
25.11
+50.00
25.72
+72.00
33.00
+70.00
40.00
+20.00
38.00
+18.00
51.00
+27.00
60.00
+42.00
24.82
+17.00
66.00
+68.00
59.00
+77.00
42.00
+80.00
38.00
+65.00
24.81
+00.00
GUY
BL-1
BL-3
SR 2623 COUNTY LINE ROAD 15’BST
5SELECW
5SELECW
GUY
BL-2
LIT
TLE
ME
AD
OW
CR
EE
K
50.0
0’
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
1
1
1
50.0
0’
1DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
DB 506 PG 090DB 831 PG 424
RUTH B SMITH
PC Sta. 10
+38.0
8
PT
Sta. 12
+00.10
PC Sta. 13
+57.2
5
PT Sta. 15
+99.18
11+00
12+00
13+00
14+00
15+00
GRAU-350
GRAU-350
GRAU-350
GRAU-350
-L- POT 12+25.00
BEGIN PROJECT WBS 17BP.10.R.26
-L- POC 14+75.00
END PROJECT WBS 17BP.10.R.26
-L- STA. 13+57.38
END CULVERT
-L- STA. 13+30.63
BEGIN CULVERT
-L-
DAOR ENIL
YTNUOC
FF
F
F
F
F
F
C
C
C
FC
F
C
F
24.90
+50.00
25.32
+55.00
65.00
+61.00
67.00
+42.00
36.00
+72.00
25.11
+50.00
25.72
+72.00
33.00
+70.00
40.00
+20.00
38.00
+18.00
51.00
+27.00
60.00
+42.00
24.82
+17.00
66.00
+68.00
59.00
+77.00
42.00
+80.00
38.00
+65.00
24.81
+00.00
RE
VISIO
NS
8/17/99 SHEET NO.PROJECT REFERENCE NO.
BE DONE BY OTHERS
SHOWN ON THIS SHEET WILL
ALL PROPOSED UTILITY WORK
NOTE:
UTILITIES BY OTHERS
Consulting Engineers
Middlesboro,Kentucky
606 248 6600
Tri-Cities,Tennessee
423 467 8401
All Rights Reserved
Asheville,North Carolina
828 253 2796
Tennessee
865 546 5800
Knoxville,
South Carolina
864 574 4775
Spartanburg,
Charlotte,North Carolina
704 357 0488
Copyright 2006 Vaughn & Melton, Inc.c
UO-2
Scale : 20
NEW TELEPHONE POLE
WBS 17BP.10.R.26
ABANDON
ABANDON
NEW TELEPHONE POLENEW TELEPHONE POLE
REMOVE
REMOVE
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
r:\
Traffic\Traffic
Contr
ol\
TCP\10
R26_rdy_tc
p02.d
gn
11/14/2012
TCP-2
TEMPORARY ROAD CLOSURE
CLOSURE BEYOND DETOUR POINT
LEGEND
DIRECTION OF TRAFFIC FLOW
XX MILES AHEAD
LOCAL TRAFFIC ONLY
ROAD CLOSED
DETOUR
ROAD
CLOSED
R11-248’’ X 30’’
AHEAD
ROAD
CLOSED
ROAD CLOSEDTO
THRU TRAFFIC
ROAD
CLOSED
500 FT
ROADCLOSED1000 FT
TYPE III BARRICADE(S)
WORK AREA
GENERAL NOTES
STATIONARY SIGN
TYPE III WING BARRICADES
500’– 1500’– � MILE– 500’– 500’–
AHEAD
ROAD
CLOSED
48’’ X 18’’
ROADCLOSEDAHEAD
ROADCLOSEDAHEAD
NEXT RIGHT
NEXT LEFT
W20-348" X 48"
W20-3
48" X 48"
W20-3
48" X 48"
W20-348" X 48"
W20-3
48" X 48"
SP-4R
42" X 12"
M4-10R(SHOWN)
OR M4-10L
SP-4L
42" X 12"
W20-3
48" X 48"
500’–
500’–
R11-3
60’’ X 30’’R11-4
60’’ X 30’’
ON EACH SIDE OF THE WORK AREA.
INSTALLED BY THE CONTRACTOR
SIGNS AND BARRICADES TO BE
INSTALLED BY THE NCDOT
SIGNS AND BARRICADES TO BE
48" X 48"
W20-2
7-USE PORTABLE SIGNS IF ROAD CLOSURE IS TO BE IMPLEMENTED FOR LESS THAN ONE DAY OR FOR EMERGENCIES.
TURN IN DETOURING.
6-POSITION WING BARRICADES ON THE SHOULDERS AND SLOPE THE STRIPES DOWNWARD IN THE DIRECTION TOWARD WHICH TRAFFIC MUST
5-DO NOT DISPLAY FRACTIONS OR DECIMALS ON SIGN R11-3 "ROAD CLOSED XX MILES AHEAD".
IN THE EVENT THAT TRAFFIC MUST BE MAINTAINED BEYOND THE DETOUR POINT.
4-USE ADDITIONAL TYPE III BARRICADES IN STAGGERED LOCATIONS SUPPLEMENTED WITH SIGN R11-4 "ROAD CLOSED TO THRU TRAFFIC"
THE ROADWAY TO TRAFFIC. INSTALL/REMOVE SIGNS AND BARRICADES WITHIN THE SAME CALENDAR DAY.
3-INSTALL SIGNS BEFORE THE BARRICADES WHEN CLOSING THE ROADWAY TO TRAFFIC. REMOVE BARRICADES BEFORE SIGNS WHEN OPENING
AND LAW ENFORCEMENT PERSONNEL, SCHOOLS, OR ANY OTHER PARTIES AFFECTED BY THE ROAD CLOSURE.
TRAFFIC SUCH THAT THE NECESSARY PROVISIONS CAN BE MADE TO INSTALL DETOUR ROUTE SIGNS, INFORM LOCAL EMERGENCY
DESIGNATED IN THE PLANS. PROVIDE A MINIMUM 21 CALENDAR DAY NOTICE TO STATE FORCES BEFORE A ROADWAY IS CLOSED TO
TO EXISTING OR PROPOSED REGULATORY OR WARNING SIGNS WILL BE MADE BY NCDOT FORCES UNLESS OTHERWISE
2-INSTALLATION OF DETOUR ROUTING PANELS, TEMPORARY ROUTE MARKERS, DESTINATION SIGNS, AND ANY NECESSARY MODIFICATIONS
1-IF NECESSARY USE THIS STD. FOR TWO-LANE, TWO-WAY, AND MULTILANE DIVIDED AND UNDIVIDED ROADWAYS.
POINT OF CLOSURE.
BETWEEN THE DETOUR POINT AND THE
SHOULD ALSO BE USED AT SIDE ROADS
NOTE: WING BARRICADES WITH SIGN R11-3
AHEAD
DETOUR
ROAD CLOSURE.
1 MILE OR LESS TO
NOTE: USE SIGN R11-4 IF
d d d
d
dd
d
(BY NCDOT)
OPTIONAL:
(BY NCDOT)
OPTIONAL:
17BP.10.R.26
X-117BP.10.R.26
2.5 5
11/14/2012
r:\
Road
way\
XS
C\10
R26_rdy_xpl_
L.d
gn
stephesc
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
-L- for at the contract lump sum price for "Grading."
Existing Pavement, and Removal of Existing Pavement will be paid
Excavation, Fine Grading, Clearing and Grubbing, Breaking of
NOTE: Approximate quantities only. Unclassified Excavation, Borrow
605 605
610 610
605 605
610 610
600 600
600 600
605 605
610 610
605 605
610 610
600 600
605 605
610 610
600 600
0
0
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
60
6565
6565
7070
7070
7575
7575 60
END CULVERT 13+57.38
BEGIN CULVERT 13+30.63
14+50
14+00
13+50
13+00
12+50
0.020 0.0202:1
S.S. 606.65
2:1
S.S. 606.91
607.6
9
607.55
0.004 0.020
2:1
S.S. 603.51 2:1
S.S. 604.32
607.2
6
606.77 2:1
602.75
0.020 0.020
607.0
7
606.57
0.020 0.020
S.S. 603.17
2:1S.S. 600.18
0.020 0.036
2:1 2:1
S.S. 604.52
S.S. 604.09
606.9
2
2:1602.46
606.64
0.020 0.0672:1 2:1
S.S. 605.49
606.8
3
603.072:12:1
S.S. 604.18 606.85
