This electronic collection of documents is provided
for the convenience of the user
and is Not a Certified Document –
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a certified document.
NA 2011
NA
D 83/
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEK
3188
3189
3190
3097
3096
3217
3091 30563045
3093
3101
30943092
3045
3088
30993099
3103
3111
3056
3045
3237
3241
3056
3190
3188
3056
WHITSETT
61
3104
3255
3256
Big Ala
man
ce Creek
GUILFORD COUNTY
V
=
= 60 MPH
ADT 20160
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
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SY
STIM
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CO
NT
RA
CT:
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
Prepared in the Office of:
KEITH A. SCHELL, EI
SANDRA P. HAYES, PERIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
20 10 20 40
20 10 20 40
4 2 4 8
-L-
-L- STA. 12+12.00
PROP CULVERT
CREEK
THE LIMITS ESTABLISHED BY METHOD II.
CLEARING LIMITS ON THIS PROJECT SHALL BE PERFORMED TO
DETOURVICINITY MAP
N.T.S.
See Sheet 1-A For Index of Sheets
See Sheet 1-B For Standard Symbology Sheet
PROJECT
BEGIN
PROJECT
END
-L-
SR 3093 (OLD JULIAN RD) - 0.5 MI. E.
JCT. SR 3045 (MT HOPE CHUCH RD)17B
P.7.C.12
TOTAL LENGTH WBS PROJECT 17BP.7.C.12 = 0.024 MI
(SR 3045)CHURCH RDTO MT HOPE
590
FUNC CLASS = LOCAL
SR 3093 (OLD JULIAN RD)
SR 3093 (OLD JULIAN RD)
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
CONSTRUCTION, & CULVERT
GRADING, PAVING, SHOULDER
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUSOF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
REPLACE PIPE #40 2144 ON
17.BP.7.C.12
WB
S P
ROJE
CT:
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
& VERTICAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR DESIGN SPEED, VERTICAL ALIGNMENT,
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
041420
S
R
W
R
CH
.
S
RLE
I
ITOPHE
DocuSign Envelope ID: 93FDFC13-D092-40E3-AA79-B7E3D5C2409B
9/13/2017
9/13/2017
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
1-A
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8/17/99
ROADWAY DESIGN
SHEET NUMBER SHEET
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
SURVEY CONTROL SHEET
PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND IMPROVEMENT DETAILS
EROSION CONTROL PLANS
CROSS-SECTIONS
EFF. 01-17-2012REV. 10-30-20122012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C.Department of Transportation - Raleigh, N. C., Dated January, 2012 are applicable to this project and byreference hereby are considered a part of these plans:
STD.NO. TITLE
DIVISION 2 - EARTHWORKMethod of Clearing - Method IIGuide for Grading Subgrade - Secondary and LocalMethod for Obtaining Superelevation - Two Lane Pavement
DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION
SUPEREVELATION:
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. NO. 225.04
IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS.
SHOULDER CONSTRUCTION:
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01.
SIDE ROADS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
UTILITIES:
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
INDEX OF SHEETS
SUMMARY OF EARTHWORK, GUARDRAIL SUMMARY,
4 PLAN SHEET AND PROFILE SHEET
PAVEMENT MARKING PLANS PMP-1
TRANSPORTATION MANAGEMENT PLANSTMP-1 THRU TMP-4
EC-1 THRU EC-5
STANDARD DRAWINGS
DIVISION 8 - INCIDENTALS
DIVISION 3 - PIPE CULVERTS300.01 Method of Pipe Installation
DIVISION 5 - SUBGRADE, BASES, AND SHOULDERS560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method 1
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
SUBSURFACE PLANS:
METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
CLEARING:
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
GRADING AND SURFACING: GRADE LINE:
REVISED: 07-30-2012 EFFECTIVE: 01-17-2012 2012 SPECIFICATIONSGENERAL NOTES:
USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION
GENERAL NOTES
GUARDRAIL:
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL.
225.02200.02
225.04
Pavement Markings - Line Types and Offsets1205.01
1-A
1
1-B
1-C
3
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION
RIGHT OF WAY AREA DATA, AND QUANTITIES
876.02 Guide For Rip Rap at Pipe Outlets
AND TWC/CHARTER/SPECTRUM (CATV).
UTILITY OWNERS ON THIS PROJECT ARE DUKE ENERGY (POWER), AT&T DISTRIBUTION (TELEPHONE),
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUSOF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
STARTING WORK.
TWC/CHARTER: CONTRACTOR TO NOTIFY ROGER STANFIELD (336-215-3742/336-217-3460) PRIOR TO
2A
X-1 THRU X-3
SIGNATURE:
DATE:
17BP.7.C.12
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS
9/8/2017
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 Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas LineA/G Gas
Above Ground Water Line
Above Ground Sanitary SewerA/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole OF
S3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
v
v
Drainage 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
*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.
SHEET NO.PROJECT REFERENCE NO.
1-B17BP.7.C.12
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
04/06/15
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
AUEProposed Aerial Utility Easement
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
Concrete or Granite R/W Marker
Proposed Right of Way Line with
CA Concrete C/A Marker
Proposed Control of Access Line with
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
S 2
2
3
1
5
DARCE E GREESON HEIRS
RUBY ALICE GREESON HEIRSCATHY G GOSSETT
FREDDIE W &
DANIEL D JR & KARA J NORMAN
CATHY G GOSSETT
FREDDIE W &
HH
1
23
4
NC GRID
NAD 83 NA 2011
12" CMP
Point Northing Easting Elevation Description
TBM1
TBM2
BASELINE CONTROL
824470'
824504'
1818371'
1818711' 589.08'
580.36'
OffsetOwnerPole AlignmentOwner Number
DUKE
DUKE
DUKE
25.8'
33.7'
42.1'
30.2'
4
1
2
3 -EL-
-EL-
-EL-
NONEDUKE
Utilities
NONE POWER
POWER
POWER
PWR W/ TV
RRS SET IN 24" WALNUT
RRS SET IN 36" OAK
M95G415T
JBC15A2 -EL-
INV=566.66'INV=566.45'
INV=567.38'INV=567.26'
15" RCP
PB 147 PG 135
DB 7395 PG 786
DB 4857 PG 783
DB 7713 PG 2691
EXISTING R/W
EXISTING R
/W
EXISTING R/W
EXISTING R/W
TO SR 30566
0.0
0'
SR 3093 (O
LD JULIAN RD) 20
' BST
DATUM DESCRIPTION
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
CH ENGINEERING FOR MONUMENT "BL-100"
WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
NORTHING: 824126.307(ft) EASTING: 1817556.737(ft)
ELEVATION: 633.97(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999935127
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
100 824126.307' BL-100
101 824458.907' BL-101
102 824490.721' BL-102
103 824391.826' BL-103
633.97'
580.19'
587.88'
588.46'
1817556.737'
1818485.626'
1818705.561'
1818176.732'
BL-101
BL-102
60.0
0'
DB 4857 PG 783
DB 2307 PG 82
9' S
OIL
CHURCHTO MT H
OPE
WOODS
WOODS
WOODS
96" C
MP
96" C
MP
CONC
CONC
N 10
°32'4
3" W
179.7
1'
N 38°4
2'4
7" W
196.4
0'
N 22°0
6'5
8" W
267.6
1'
N 27°0
5'3
2" W
164.5
5'
S 71°
06'22
" W
62.54'
S 45°0
8'16"
W
49.0
3'
S 29°2
3'4
2" E
685.9
6'
RRS SET IN 36" OAKBM #2 EL=589.08'
RRS SET IN 24" WALNUTBM #1 EL=580.35'
"BL-100" TO -L- STATION 11+74.00 IS N70°40'30"E 915.7809'
"BL-101" TO -L- STATION 11+74.00 IS S65°27'30"W 71.1321'
RE
VISIO
NS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
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DRAWING NOT TO SCALE
SET FOR HORIZONTAL PROJECT BY CH ENGINEERING.INDICATES CONTROL REBAR WITH CAP USED OR
17BP.7.C.12 SURVEY CONTROL SHEET
1-C17BP.7.C.12
-L-
-L-
E = 1818420.9200
N = 824429.3621
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
E = 1818544.8295
N = 824452.1318
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
U
C1
W
MILLING DETAIL
V
RE
VISIO
NS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
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8/17/99
2A
TYPICAL SECTION NO. 3
-L- STA. 12+50.00 TO 13+00.00
TYPICAL SECTION NO. 1
-L- STA. 11+74.00 TO 11+86.00
-L- STA. 12+38.00 TO 12+50.00
TYPICAL SECTION NO. 2
-L- STA. 11+86.00 TO 12+38.00
EXIST.
GROUND
TO
VAR.
TO
8'-0"
EX.
10'-0"
EX.
10'-0"
TO
8'-0" VAR.
GRADEPOINT
VAR. EXISTING EXISTING VAR. EX.TO
5:1 EXIST.
GROUND
EXIST.
GROUND
VAR.
4:1TO
TO
16'-0"
VAR.
10'-0"
VARIES
10'-0"
GRADEPOINT
VARIES
TO
15'-0" VAR.
5:1 EXIST.
GROUND
GRADE TO THIS LINE
VAR.
EXIST.
GROUND
4:1
15'-0"
0.033
10'-0"
0.027
10'-0"
GRADEPOINT
0.042
15'-0"
0.080
VAR.
5:1 EXIST.
GROUND
GRADE TO THIS LINE GRADE TO THIS LINE
C1
V
C1
V
S
T T
S
C1 C1
S
T
E1 E1
T
S
S
T U T
S
-L-
CL
-L-
CL
-L-
CL
MATCH MATCH
2. EXISTING DITCHES NOT TO BE DISTURBED UNLESS OTHERWISE NOTED.
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
NOTES:
C1
EARTH MATERIALTEXISTING PAVEMENTU
V
S SHOULDER RECONSTRUCTION
AT AN AVERAGE RATE OF 168 LBS. PER SQ.YD.PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
PAVEMENT SCHEDULE
E1 AT AN AVERAGE RATE OF 627 LBS. PER SQ.YD IN EACH OF TWO LAYERS.PROP. APPROX. 11" ASPHALT CONCRETE BASE COURSE TYPE B25.0B,
E2THAN 5.5" IN DEPTH.BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATERAT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TOPROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0B,
W PAVEMENT WEDGING (SEE WEDGING DETAIL)
C2BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH.AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TOPROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
FROM TOLINE
-L-
-L- 12+38
BE
GIN
OR E
ND
CO
NSTR
UC
TIO
N
NOTE: MIRROR FOR END CONSTRUCTION
MILLING
PROP. SURFACE COURSE (1.5")
PROP. WEDGING
EXIST. PAVEMENT
1.5"
12.0'
C1E2
CLEXIST. PAVEMENT
C2U
E2
-L-
WEDGING DETAIL
3" MIN. 3" MIN.
11+74 11+86
12+50
EX.
2:1TO
EX. EX.
EX.
3:1
ROADWAY DESIGN
ENGINEER
SIGNATURE:
DATE:
17BP.7.C.12
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
EX.
3:1 VAR.
0" to 1.5" DEPTH
MILLING BITUMINOUS PAVEMENT 0" TO 1.5" DEPTH
9/8/2017
ENGINEER
SHEET NO.PROJECT REFERENCE NO.
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/17/99
ROADWAY DESIGN
3NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUSOF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
17BP.7.C.12
SIGNATURE:
DATE:
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
12/13/2017
NA 2011
NA
D 83/
S
10'
10'
10'
10'
EL=581.88
STA. 11+74.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
EL=580.33
STA. 12+50.00
END GRADE
GREESON HEIRSRUBY ALICE
1 2
GOSSETT
& CATHY G
FREDDIE W
3
KARA J NORMANDANIEL D JR &
5
DARCE E GREESON HEIRS
2
CATHY G GOSSETT
FREDDIE W &
HH
13
4
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
-L-
9' S
OIL
WOODS
WOODS
WOODS
DB 7713 PG 2691
PG 783
DB 4857
DB 7395 PG 786
PB 147 PG 135DB 2307 PG 82
RRS SET IN 24" WALNUTBM #1 EL=580.35'
RRS SET IN 36" OAKBM #2 EL=589.08'
INV=566.45'
INV=566.66'
CONC
INV=567.38'
INV=567.26'
EX. 12" CMP
EX. 15" RCP
60.0
0'
60.0
0'
BL-102
-L-
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEKSR 3093 (OLD JULIAN RD) 20' BST
BL-101
2
CONC
EX. 9
6" C
MP
EX. 9
6" C
MP
DB 4857 PG 783
PI Sta 11+69.69
D
L = 338.92'
T = 169.69'
R = 2,646.61'
PC Sta. 10
+00.0
0
EX
EX
EX
EX
EX
EX
10 11 12 13 14
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
EX
EX
EX
EX
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
PO
T
Sta. 14
+30.4
0
PT
Sta. 13
+38.9
2
0.0
120.0
42
0.0
27
0.0
42
0.0
27
0.0
42
+87
67' +43
67'
+50
60'+80
60'
+80
30'
+50
30'
+74
30'
+87
48' +43
48'
+53
30'
REMOVE EX. 2-96" CMPs
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
4
R/W SHEET NO.8/17/99
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
-L-592
588
584
580
576
572
568
564
560
10 11 12 13 14 15
1'
1.5:1
1.5:1
RIP RAP
CLASS II GEOTEXTILE
2'
INLET/OUTLET SILL DETAIL
14'-11" X 9'-10" CASPPA
NOT TO SCALE
EST. 10 CY EXCAVATION
EST. 100 SY GEOTEXTILE
EST. 100 TONS CLASS II RIP RAP
SILL
SILL
PRACTICES FOR CONSTRUCTION AND MAINTENANCE ACTIVITIES MANUAL.
NCDOT BEST MANAGEMENTAREA STABILIZED AND ACCORDING TO
INSTALL PIPE(S) IN JURISDICTIONAL AREAS WITHOUT IMPACTING STREAM UNTIL
CAUTION DURING INSTALLATION TO AVOID EXISTING AERIAL FACILITIES.
AERIAL FACILITIES TO REMAIN IN PLACE DURING CONSTRUCTION. USE
HYDRAULICS
ENGINEER
SIGNATURE:
DATE:
ROADWAY DESIGN
ENGINEER
SIGNATURE:
DATE:
17BP.7.C.12
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
041420
S
R
W
R
CH
.
S
RLE
I
ITOPHE
(-) 3.57%
EXIST.
DS=25 MPH
K=25.80
VC=181.41' (TOTAL)
EL=578.70
PI=12+64.53
(+) 3.55%
EXIST.
VERTICAL STOPPING SIGHT DISTANCE
DESIGN SPEED, VERTICAL ALIGNMENT, &
* DESIGN EXCEPTION REQUIRED FOR
RIP RAP
CLASS II
RIP RAP
CLASS II
SILL
SILL
SKEW=90
W/ HEADWALL
14'-11" X 9'-10" CASPPA
C ELEV.=580.87'
C STA. 12+12 -L-L
L
INLET FACE
1 @ 14'-11" X 9'-10" CASPPA
NATURAL GROUND LT.
NATURAL GROUND RT.
L
L
C STA. 12+12 -L-
C ELEV.=580.87'
1 @ 14'-11" X 9'-10" CASPPA W/ HEADWALL
SKEW=90
F
F
F
F
F
F
F
DocuSign Envelope ID: F26B3615-DE43-451B-BEC4-86AD7DC9917F
12/14/2017 12/13/2017
PRO
FESSIONAL
ENGINEER
N
ORT
H CAROLIN
A
SEAL
15876
MICHAEL T. RZE
PKA
DETOUR ROUTE
TYPE OF WORK:
LOCATION:
GRADING, PAVING, DRAINAGE AND STRUCTURE
VICINITY MAP
STATE OF NORTH CAROLINADIVISION OF HIGHWAYS TMP-1
SHEET NO.
ICA
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ntrol\
17B
P.7.C.12_t
mp_title.d
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8/25/2017
TRAFFIC CONTROL PROJECT ENGINEER
TRAFFIC CONTROL PROJECT DESIGN ENGINEER
TRAFFIC CONTROL DESIGN ENGINEER
INDEX OF SHEETS
SHEET NO. TITLE
TRANSPORTATION MANAGEMENT PLAN
WORK ZONE SAFETY & MOBILITY
ONFOE
T
AT
S
DE
PA
RT
ME
NT
OF TRANSPO
RT
ATIO
N
ANI
LO
R
AC
HTR
NFOE
TA
TS
DE
PA
RT
ME
NT
OF RAT NSP
OR
TA
TI
ON
AN
IL
OR
AC
HTRO
"from the MOUNTAINS to the COAST"
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3111
LIMITSPROJECT
GUILFORD COUNTY
17B
P.7.C.12
3056
3093
3045
3088
3092
3045
3091
3045
30973056
3108
3127
61
61
3616
3735
3111
3094
LEGEND
TRAFFIC CONTROL DEVICES
STATIONARY SIGN
BARRICADE (TYPE III)
TEMPORARY SIGNING
NORTH ARROW
GENERAL
3093
3045
3103
NC License No: F-0258
Raleigh, NC 27607Suite 100
5121 Kingdom Way,ICA Engineering, Inc.
Y. MARIOTTE
M. T. RZEPKA, P.E.
OF JCT. SR 3045 (MT HOPE CHURCH RD)
SR 3093 (OLD JULIAN RD) - 0.5 MILES EAST
PREPARED FOR N.C.D.O.T.- DIVISION 7 BY:
ROAD CLOSURE SIGNS, DETOUR SIGNS AND SIGN DESIGNTMP-4
DETOUR PLAN OLD JULIAN ROAD CLOSURETMP-3
GENERAL NOTES, AND PHASING
TRANSPORTATION OPERATIONS PLAN: MANAGEMENT STRATEGY
LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS AND TMP-2
AND LEGEND
TITLE SHEET, VICINITY MAP, INDEX OF SHEETS,TMP-1
WB
S P
ROJE
CT:
M. ULA, P.E.
8/25/2017
17BP.7.C.12
ICA
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LIB
Rprojects\
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Gro
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17B
P.7.C.12\6.0
_C
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gress\
Traffic
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ntrol\
17B
P.7.C.12_t
mp_title
_2.d
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8/25/2017
SHEET NO.PROJ. REFERENCE NO.
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PLAN
OPERATIONS
TRANSPORTATION
DRAWINGS &
ROADWAY STANDARD
MANAGEMENT STRATEGY
PHASING
ROADWAY STANDARD DRAWINGS
TITLESTD. NO.
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
ARE CONSIDERED A PART OF THESE PLANS:
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
1145.01 BARRICADES
1110.01 STATIONARY WORK ZONE SIGNS
1101.11 TRAFFIC CONTROL DESIGN TABLES
1101.03 TEMPORARY ROAD CLOSURES
GENERAL NOTES
TMP-2
NC License No: F-0258
Raleigh, NC 27607Suite 100
5121 Kingdom Way,ICA Engineering, Inc.
DURING CONSTRUCTION.
MAINTAIN ACCESS TO RESIDENCES AND BUSINESSES AT ALL TIMES E)
MISCELLANEOUS
TRAFFIC PATTERN.
D) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
DETOUR WHEN THE DETOUR IS NOT IN OPERATION.
COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF-SITE
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
C) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED
IN THE TRAFFIC CONTROL PLANS.
PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR ROUTE AS SHOWN
TO THE ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
B) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING
SIGNING
TRAFFIC PATTERN ALTERATION.
A) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
TRAFFIC PATTERN ALTERATIONS
OR DIRECTED BY THE ENGINEER.
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
ENGINEER.
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
UPON COMPLETION OF CONSTRUCTION.
SR 3093 (OLD JULIAN RD) WILL BE REOPENED TO 2-LANE/2-WAY TRAFFIC
AND SR 3045 (MT HOPE CHURCH RD).
PLACED ON AN OFF-SITE DETOUR ALONG SR 3056 (ROCK CREEK DAIRY RD)
WILL BE CLOSED AT THE CONSTRUCTION LIMITS AND TRAFFIC WILL BE
(OLD JULIAN RD). DURING CONSTRUCITON, SR 3093 (OLD JULIAN RD)
THIS PROJECT CONSISTS OF REPLACING A CULVERT UNDER SR 3093
REMOVE ALL WORK ZONE TRAFFIC CONTROL DEVICES.
STEP 5
SR 3093 (OLD JULIAN RD) AND OPEN ROAD TO TRAFFIC.
AWAY FROM TRAFFIC, PLACE FINAL PAVEMENT MARKINGS AND MARKERS ON
STEP 4
AWAY FROM TRAFFIC, CONSTRUCT PROPOSED CULVERT AND ROADWAY.
STEP 3
AWAY FROM TRAFFIC, REMOVE EXISTING CULVERT.
STEP 2
TRAFFIC (SEE TMP-3).
CLOSURE AND DETOUR SIGNS. CLOSE SR 3093 (OLD JULIAN RD) AND DETOUR
USING ROADWAY STANDARD DRAWING 1101.03 (SHEET 1 OF 9), INSTALL ROAD
STEP 1
PRO
FESSIONAL
ENGINEER
N
ORT
H CAROLIN
A
SEAL
15876
MICHAEL T. RZE
PKA
8/25/2017
PRO
FESSIONAL
ENGINEER
N
ORT
H CAROLIN
A
SEAL
15876
MICHAEL T. RZE
PKA
ICA
Engin
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Div
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17B
P.7.C.12\6.0
_C
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BIM\6.2
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Traffic
Co
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17B
P.7.C.12_t
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8/25/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.7.C.12
NC License No: F-0258
Raleigh, NC 27607Suite 100
5121 Kingdom Way,ICA Engineering, Inc.
ED
C
3111
3056
3093
3045
3092
3045
30973056
3735 3111
3093
3088
3045
3094
3103
D E
A
B
M
H
F
G
K
M
I
CHURCH RD
MT HOPE
JULIAN RD
OLD
US 70
NC 61
NC 61
DETOUR ROUTE
J
ROAD CLOSURE
(SR 3093)
OLD JULIAN RD
DETOUR PLAN
I
H
OF 9) FOR APPLICABLE NOTESREFER TO RSD 1101.03, (SHEET 1
SIGNS AND DETOUR SIGNSSEE SHEET TMP-4 FOR ROAD CLOSURE NOTES:
DAI
RY
RD
RO
CK
CR
EE
K
CH
UR
CH
RD
MT
HOPE
TMP-3
L
L
8/25/2017
PRO
FESSIONAL
ENGINEER
N
ORT
H CAROLIN
A
SEAL
15876
MICHAEL T. RZE
PKA
I CA
Engin
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17B
P.7.C.12_t
mp_deto
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8/25/2017
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
E
OF
NORTH
R
OL
NA
WO
RK
Z
ON
E TRAFFIC
C
ON
TR
OL
DIV
ISIO
N OF HIG
HW
AY
ST
S
CA
I
M
T
TR
SHEET NO.PROJ. REFERENCE NO.
APPROVED:
DATE:
SEAL
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
17BP.7.C.12
NC License No: F-0258
Raleigh, NC 27607Suite 100
5121 Kingdom Way,ICA Engineering, Inc.
A
ROAD
CLOSED
R11-2
48'' x 30''
TYPE III BARRICADE(S) 48'' X 48''
ROAD
CLOSED
500 FTW20-3
48'' X 48''
ROADCLOSED1000 FT
W20-3
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
48'' X 48''
AHEAD
DETOUR
W20-2
NEXT LEFT42'' X 12''
SP-4LNEXT RIGHT
42'' X 12''
SP-4R
M4-8
24'' X 12''
DETOUR
21'' X 15''
M6-1 L M6-1
21'' X 15''
M4-8
24'' X 12''
DETOUR
M4-10L
R11-4
60'' x 30''
DETOUR 48" x 18"
ROAD CLOSED
TO
THRU TRAFFIC
TYPE III BARRICADE
B C D E F
H IG
M4-10R
R11-4
60'' x 30''
DETOUR 48" x 18"
ROAD CLOSED
THRU TRAFFIC
TO
TYPE III BARRICADE
M4-8
24'' X 12''
DETOUR
L
M6-3
21'' X 15''
DETOUR
END
24'' X 18''
M4-8 A
MK
TMP-4
J
36'' X 30''
HTSYMBOL X WIDY
HEIGHT:
SIGN NUMBER:
TYPE:
QUANTITY:
SIGN WIDTH:
TOTAL AREA:
BORDER TYPE:
NO. Z BARS:
RECESS:
WIDTH:
RADII:
COPY COLOR:
BACKG COLOR:CHECKED BY:DESIGN BY:
DATE:
PROJECT ID: DIV:
LENGTH:
NORTH CAROLINA D.O.T. SIGN DETAIL
LETTER POSITIONS
2'-6"
3'-0"
7.5 Sq.Ft.
INSET
0.47"
0.63"
1.5"
Black
Letter spacings are to start of next letterText Length
Series/Size
C12_tmp_detour_4FILENAME:
Mar 31, 2017
MAT'L: 0.080" (2.0 mm) ALUMINUM
1.
2.
USE NOTES: 1,2
Spacing Factor is 1 unless specified otherwise
Fluorescent Orange
STATIONARY
SEE PLANS
Legend and border shall be direct applied black
non-reflective sheeting.
Background shall be NC GRADE B fluoresent orange
retroreflective sheeting.
panelStyle:construction_guide 5in letters.ssilevels:GSCOLORFILL|GSBWFILL|GSOUTLINEchevronShoulderRadius:12.000
7.15" 15.7" 7.15"
2'-6"
6.7"
5"C
3.8"
5"C
3.8"
5"C
6.7"
3'-
0"
BORDER
R=1.5"
TH=0.63"
IN=0.47"
11.1
O
3.8
l
1.5
d
2.6 11.1 7.9
C 2000
7.2
J
3.5
u
3.5
l
1.6
i
1.3
a
3.3
n
2.6 7.2 15.7
C 2000
9
R
3.4
o
3
a
3.1
d
2.6 9 12.1
C 2000
Old Julian Rd mtr
17BP.7.C.12 7
AND SPECIAL SIGN
DETOUR SIGNS
ROAD CLOSURE SIGNS,
panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi panelStyle:construction_guide 5in letters.ssi
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
48'' X 48''
AHEAD
ROAD
CLOSED
W20-3
36'' X 30'' 36'' X 30'' 36'' X 30''
8/25/2017
TB
TA
SYMBOL AND PAVEMENT MARKING LEGEND
TA
TB
TA
-L- 11+74.00-L- 13+00.00
10'
10'
WHITE (4", 90 MIL)
YELLOW (4", 90 MIL)
CO
NT
RA
CT:
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROADWAY STANDARD DRAWING
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" -
CONSIDERED A PART OF THESE PLANS:
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
GENERAL NOTES
STD. NO. TITLE
PAVEMENT MARKING PLAN
SHEET NO.PROJECT REFERENCE NO.
1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
PLAN PREPARED BY: US Infrastructure of Carolina, INC.
Project Engineer
PAVEMENT MARKING SCHEDULE
THE EXTRUDED THERMOPLASTIC PAY ITEM.
AND DIAGONALS. IF HEATED-IN-PLACE IS USED, IT SHALL BE PAID FOR USING
IN LIEU OF EXTRUDED THERMOPLASTIC FOR STOP BARS, SYMBOLS, CHARACTERS
I) UNLESS OTHERWISE SPECIFIED, HEATED-IN-PLACE THERMOPLASTIC MAY BE USED
THE ENGINEER.
D) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY
C) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS.
B) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES.
PERMANENT RAISED THERMOPLASTIC ALL ROADS
MARKER MARKING ROAD NAME
AS FOLLOWS:
A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE
OR DIRECTED BY THE ENGINEER.
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
PMP-1
Project Design EngineerKeith A. Schell, EI
Sandra P. Hayes, PE
GUILFORD COUNTY
NC GRIDNAD 83 NA 2011
0
GRAPHIC SCALE
20 401020
-L-
SR 3093 (OLD JULIAN RD)
-L-
SR 3093 (OLD JULIAN RD)
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUSOF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
17BP.7.C.12
WB
S: 17
BP.7.C.12 ROADWAY DESIGN
ENGINEER
SIGNATURE:
DATE:
PRO
FESSIONAL
ENGINEER
NORT
H CAROLINA
SEAL
32110
SANDRA P.HAYE
S
60.0
0'
60.0
0'
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEK
9/8/2017
NA 2011
NA
D 83/
-L-
-L- STA. 12+12.00
PROP CULVERT
CREEK
-L-
(SR 3045)CHURCH RDTO MT HOPE
SR 3093 (OLD JULIAN RD)
SR 3093 (OLD JULIAN RD)
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
NFRASTRUCTURE
CHARLOTTE, NORTH CAROLINA 28273
IUS IUSOF CAROLINA, INC.
N.C. LICENSE # C-1950
9140 ARROWPOINT BLVD, SUITE 200
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
PLAN FOR PROPOSEDHIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. # Description Symbol
Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.031630.051605.01
1622.01
1633.01
1634.011634.021635.011635.021630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
EC-1
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattlewith Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
2012 STANDARD SPECIFICATIONS
Prepared in the Office of:
NAME LEVEL III CERTIFICATION NO.
Reviewed by:
Reviewed in the Office of:
Designed by:
SANDRA P. HAYES, PE
GUILFORD COUNTY
2012 STANDARD DRAWINGS
3280
(SR 3056)
DAIRY RD
TO ROCK CREEK
LOCATION:
TYPE OF WORK:
CONSTRUCTION, & CULVERT
GRADING, PAVING, SHOULDER
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
10 20
10 20
2 4
0
0
0
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 1, 2016 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
17BP.7.C.12
WB
S P
ROJE
CT: 17B
P.7.C.12
AARON HARPER
REPLACE PIPE #40 2144 ON
SR 3093 (OLD JULIAN RD) - 0.5 MI. E.
JCT. SR 3045 (MT HOPE CHUCH RD)
FLOW
A A
WIDTH
PLAN
SECTION A-ASECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
12"
EXCELSIOR
MATTING
EXCELSIOR
MATTING
CLASS B STONE
PAM
INSET A
See Inset A
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
EXCELSIOR
MATTING CLASS B STONE
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
NOT TO SCALE
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
(4 OZ.)
H = 2' MIN
1' MIN
1' MIN
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01.
NOTES:
EC-217BP.7.C.12
4
SUBTOTAL
MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER
TOTAL
SAY
SIDESTATION
TO
STATION
FROM LINE
SHEET NO.
CONSTESTIMATE (SY) STATION
TOSIDESTATION
FROM LINE
SHEET NO.
CONSTESTIMATE (SY)
MATTING FOR EROSION CONTROL PERMANENT SOIL REINFORCEMENT MAT
SUBTOTAL
TOTAL
SAY
ADDITIONAL PSRM TO BE INSTALLED
SHEET NO.PROJECT REFERENCE NO.
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
SITE DESCRIPTION
SOIL STABILIZATION TIMEFRAMES
STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
SOIL STABILIZATION SUMMARY SHEET
4
-L-
-L-
11+74 lt 500
EC-3
11+74
13+00
13+00 rt 350
850
900
900
50
17BP.7.C.12
NA 2011
NA
D 83/
S
10'
10'
10'
10'
GREESON HEIRSRUBY ALICE
1 2
GOSSETT
& CATHY G
FREDDIE W
3
KARA J NORMANDANIEL D JR &
5
DARCE E GREESON HEIRS
2
CATHY G GOSSETT
FREDDIE W &
586
584 582 57
857
6
574
572
574
576
578
582
584
586
585
580
575
580
585 590
595
575
575
570
HH
13
4
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
-L-
9' S
OIL
WOODS
WOODS
WOODS
N 22°0
6'5
8" W
DB 7713 PG 2691
PG 783
DB 4857
DB 7395 PG 786
PB 147 PG 135DB 2307 PG 82
RRS SET IN 24" WALNUTBM #1 EL=580.35'
RRS SET IN 36" OAKBM #2 EL=589.08'
INV=566.45'
INV=566.66'
CONC
INV=567.38'
INV=567.26'
EX. 12" CMP
EX. 15" RCP
60.0
0'
60.0
0'
BL-102
-L-
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEKSR 3093 (OLD JULIAN RD) 20' BST
BL-101
2
CONC
EX. 9
6" C
MP
EX. 9
6" C
MP
N 27°0
5'3
2" W
164.5
5'
DB 4857 PG 783
PI Sta 11+69.69
D
L = 338.92'
T = 169.69'
R = 2,646.61'
PC Sta. 10
+00.0
0
EX
EX
EX
EX
EX
EX
10 11 12 13 14
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
EX
EX
EX
EX
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
PO
T
Sta. 14
+30.4
0
PT
Sta. 13
+38.9
2
0.0
120.0
42
0.0
27
0.0
42
0.0
27
0.0
42
+87
67' +43
67'
+50
60'+80
60'
+80
30'
+50
30'
+74
30'
+87
48' +43
48'
+53
30'
REMOVE EX. 2-96" CMPs
RE
VISIO
NS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/17/99
0
GRAPHIC SCALE
20 401020
EC-4/CONST.4
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
NOTE:
UTILIZE TEMPORARY SEDIMENT BASIN OR SPECIAL STILLING
BASIN(S) AS STILLING BASIN WHERE APPLICABLE.
NOTE:
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B
DRAINAGE OUTLETS.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE.
PERIMETER EROSION CONTROL MEASURES SHALL BE
NOTE:
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE:
12,000 SF
DISTURBED AREACONSTRUCTION SHEET 4
EROSION CONTROL FOR
CLEARING AND GRUBBING
17BP.7.C.12
RIP RAP
CLASS II
RIP RAP
CLASS II
SILL
SILL
SKEW=90
W/ HEADWALL
14'-11" X 9'-10" CASPPA
C ELEV.=580.87'
C STA. 12+12 -L-L
L
F
F
F
F
F
F
F
NA 2011
NA
D 83/
10'
10'
10'
10'
GREESON HEIRSRUBY ALICE
1 2
GOSSETT
& CATHY G
FREDDIE W
3
KARA J NORMANDANIEL D JR &
5
DARCE E GREESON HEIRS
2
CATHY G GOSSETT
FREDDIE W &
13
EXISTING R/W
EXISTING R/W
9' S
OIL
WOODS
DB 7713 PG 2691
PG 783
DB 4857
DB 7395 PG 786
PB 147 PG 135DB 2307 PG 82
RRS SET IN 24" WALNUTBM #1 EL=580.35'
INV=566.45'
INV=566.66'
CONC
INV=567.38'
INV=567.26'
EX. 12" CMP
60.0
0'SR 3093 (OLD JULIAN RD) 20' BST
BL-101
2
CONC
EX. 9
6" C
MP
EX. 9
6" C
MP
N 27°0
5'3
2" W
DB 4857 PG 783
PI Sta 11+69.69
D
L = 338.92'
T = 169.69'
R = 2,646.61'
EX
EX
11 12 13 14
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
EX
EX
EX
EX
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
PT
Sta. 13
+38.9
2
0.0
120.0
42
0.0
27
0.0
42
0.0
27
0.0
42
REMOVE EX. 2-96" CMPs
RE
VISIO
NS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/17/99
CONSTRUCTION SEQUENCE
0
GRAPHIC SCALE
20 401020
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE: EC-4A/CONST.417BP.7.C.12
IMPERVIOUS DIKE
AREAWORK
& DE-WATERING CONFIGURATION
CULVERT/PIPE PUMP-AROUND FLOW DIVERSION
PLAN VIEW
PROFILE VIEW
SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET
IMPERVIOUS DIKE DETAIL
SECTION A-A
FOR DRAINAGE
GEOTEXTILE
CONTROL STONE
8" OF SEDIMENT
STABILIZED OUTLET)
(TIE TO TEMPORARY
TOP OF BANK
BASIN
STILLING
SPECIAL
CULVERT
TEMPORARY
FLEXIBLE HOSE
DE-WATERING PUMP
(DE-WATERING BAG)
SPECIAL STILLING BASIN
STREAM BANK
STABILIZED OUTLET TO
CLEAN WATER PUMP-AROUND PUMP
TEMPORARY FLEXIBLE HOSE
IMPERVIOUS DIKE
FLOW
FLO
W
TOP OF BANK (TYP.)
TOE OF BANK (TYP.)
TO STREAM BANK
STABILIZED OUTLET
FLOW
TEMPORARY
FLEXIBLE HOSE
EXISTING
TERRAIN
APPROXIMATE BASE
FLOW WATER LEVEL
AREA
WORKING
IMPERVIOUS MEMBRANE
FLOW
SANDBAG / STONE / SHEET PILE
7.
6.
5.
4.
3.
2.
1.
NOTES:
REQUIRE THE USE OF AN IMPERVIOUS FABRIC MEMBRANE/GEOTEXTILE .
DIKES ARE SAND BAGS, STONE, OR SHEET PILES. USE OF SAND BAGS OR STONE SHALL
CONTRIBUTE TO SILTATION OF THE STREAM. ACCEPTABLE MATERIALS FOR IMPERVIOUS
AND SHALL NOT PERMIT SEEPAGE OF WATER INTO THE CONSTRUCTION SITE OR
IMPERVIOUS DIKES SHALL BE CONSTRUCTED TO ISOLATE THE IN-STREAM WORKING AREA
SPECIAL STILLING BASINS AND TEMPORARY STABILIZED OUTLETS.
GEOTEXTILE FABRIC FOR DRAINAGE SHALL BE USED UNDERNEATH ALL STONE PLACED FOR
STABILIZED OUTLET IS REQUIRED.
STREAMBED MATERIAL IS DEEMED SUITABLE AT THE DISCHARGE LOCATION, NO TEMPORARY
A STABILIZED OUTLET (NO SEDIMENT REMOVAL DEVICE REQUIRED). IF THE NATIVE
EFFLUENT FROM THE CLEAN WATER PUMP-AROUND MAY BE DISCHARGED DIRECTLY INTO
DISCHARGE LOCATION.
THE STREAM AND THE NATIVE STREAMBED MATERIAL IS DEEMED SUITABLE AT THE
REQUIRED IF THERE IS ADEQUATE AREA TO DIFFUSE THE EFFLUENT BEFORE RE-ENTRY INTO
STABILIZED OUTLET DOWNSTREAM OF THE SPECIAL STILLING BASIN MAY NOT BE
COLLECT SILT AND SEDIMENT FROM THE WORK AREA DEWATERING. A TEMPORARY
A GRAVITY-BASED SPECIAL STILLING BASIN (DE-WATERING BAG) SHALL BE USED TO
DOWNSTREAM IMPERVIOUS DIKE.
DE-WATERING PUMP SHALL ADEQUATELY DE-WATER THE WORKING AREA AT THE
CLEAN WATER PUMP-AROUND PUMP AND HOSE SHALL ADEQUATELY CONVEY BASEFLOW.
WORKING DAY.
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED THE SAME
DE-WATERED.
DRY CONDITIONS OR IN CHANNEL SECTIONS ISOLATED BY IMPERVIOUS DIKES AND KEPT
ALL CULVERT AND CHANNEL WORK INVOLVING EXCAVATION SHALL BE PERFORMED IN
NOT TO SCALE
FLOW
8'15'-20'
2'
1.8'0.6'
10'
12
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
UPON STABILIZATION OF ALL DISTURBED AREAS, REMOVE ALL TEMPORARY SEDIMENT CONTROL DEVICES.
CONDITIONS.
PREPARE AND STABILIZE SLOPES AND ALL OTHER DISTURBED AREAS. AREAS WITHIN JURISDICTIONAL WATERS SHALL BE RESTORED TO THE PRE-PROJECT
CULVERT(S).
REMOVE DOWNSTREAM, THEN UPSTREAM DIKE(S), ALL PUMPS, HOSES, AND STABILIZED OUTLETS. ALLOW FLOW THROUGH NEWLY CONSTRUCTED
UPON COMPLETION OF WORK, REMOVE ANY SEDIMENT ACCUMULATION BEHIND IMPERVIOUS DIKES.
PLANS.
CONSTRUCT PROPOSED CULVERT(S), HEADWALL & ENDWALL (AS REQUIRED BY PLANS), BACKFILL, CHANNEL IMPROVEMENTS, AND PROPOSED ROADWAY PER
PERFORM REQUIRED EXCAVATION FOR PROPOSED CULVERT(S) INCLUDING REMOVAL OF EXISTING CULVERT(S).
DE-WATER THE WORKING AREA, AS NEEDED FOR CONSTRUCTION, INTO THE SPECIAL STILLING BASIN AND TEMPORARY STABILIZED OUTLET.
INSTALL DOWNSTREAM IMPERVIOUS DIKE(S), DE-WATERING PUMP(S), AND TEMPORARY FLEXIBLE HOSE(S).
INSTALL UPSTREAM IMPERVIOUS DIKE(S) AND BEGIN PUMPING (CLEAN WATER EFFLUENT) DOWNSTREAM TO TEMPORARY STABILIZED OUTLET.
INSTALL CLEAN WATER PUMP-AROUND PUMP(S) AND TEMPORARY FLEXIBLE HOSE(S).
REFER TO STD. DRAWING 1630.06.
INSTALL SPECIAL STILLING BASIN (DE-WATERING BAG) AND TEMPORARY STABILIZED OUTLET(S) AT THE DOWNSTREAM END OF THE WORKING AREA.
INSTALL TEMPORARY SEDIMENT CONTROL DEVICES: PERIMETER EROSION CONTROL, SAFETY FENCING, AND JURISDICTIONAL FLAGGING.
RIP RAP
CLASS II
RIP RAP
CLASS II
SILL
SILL
SKEW=90
W/ HEADWALL
14'-11" X 9'-10" CASPPA
C ELEV.=580.87'
C STA. 12+12 -L-L
L
DIKE 1
IMPERVIOUS
DIKE 2
IMPERVIOUS
DIKE 3
IMPERVIOUS
F
F
F
F
F
F
F
NA 2011
NA
D 83/
S
10'
10'
10'
10'
GREESON HEIRSRUBY ALICE
1 2
GOSSETT
& CATHY G
FREDDIE W
3
KARA J NORMANDANIEL D JR &
5
DARCE E GREESON HEIRS
2
CATHY G GOSSETT
FREDDIE W &
HH
13
4
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
-L-
9' S
OIL
WOODS
WOODS
WOODS
DB 7713 PG 2691
PG 783
DB 4857
DB 7395 PG 786
PB 147 PG 135DB 2307 PG 82
RRS SET IN 24" WALNUTBM #1 EL=580.35'
RRS SET IN 36" OAKBM #2 EL=589.08'
INV=566.45'
INV=566.66'
CONC
INV=567.38'
INV=567.26'
EX. 12" CMP
EX. 15" RCP
60.0
0'
60.0
0'
BL-102
-L-
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEKSR 3093 (OLD JULIAN RD) 20' BST
BL-101
2
CONC
EX. 9
6" C
MP
EX. 9
6" C
MP
N 27°0
5'3
2" W
164.5
5'
DB 4857 PG 783
PI Sta 11+69.69
D
L = 338.92'
T = 169.69'
R = 2,646.61'
PC Sta. 10
+00.0
0
EX
EX
EX
EX
EX
EX
10 11 12 13 14
-L- STA. 11+74.00
BEGIN PROJECT 17BP.7.C.12
EX
EX
EX
EX
-L- STA. 13+00.00
END PROJECT 17BP.7.C.12
PO
T
Sta. 14
+30.4
0
PT
Sta. 13
+38.9
2
0.0
120.0
42
0.0
27
0.0
42
0.0
27
0.0
42
+87
67' +43
67'
+50
60'+80
60'
+80
30'
+50
30'
+74
30'
+87
48' +43
48'
+53
30'
REMOVE EX. 2-96" CMPs
RE
VISIO
NS
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/17/99
ENGINEER.
NEED TO BE INSTALLED AS DIRECTED BY THE
ADDITIONAL EROSION CONTROL DEVICES MAY
REQUIRE PRIOR APPROVAL BY ENGINEER.
NOTES: ANY DEVIATION FROM OPTIONS GIVEN WILL
0
GRAPHIC SCALE
20 401020
Sta. 11+74 to Sta. 13+00
on Slope as Work Allows.
Place Matting for Erosion Control
EC-5/CONST.4
SHEET 4
FOR CONSTRUCTION
FINAL EROSION CONTROL
LOCATED WITHIN EXISTING R/W OR EASEMENT.
ALL EROSION CONTROL DEVICES SHOWN ARE
NOTE:
17BP.7.C.12
RIP RAP
CLASS II
RIP RAP
CLASS II
SILL
SILL
SKEW=90
W/ HEADWALL
14'-11" X 9'-10" CASPPA
C ELEV.=580.87'
C STA. 12+12 -L-L
L
F
F
F
F
F
F
F
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEK
3188
3189
3190
3097
3096
3217
3091 30563045
3093
3101
30943092
3045
3088
30993099
3103
3111
3056
3045
3237
3241
3056
3190
3188
3056
WHITSETT
61
3104
3255
3256
Big Ala
man
ce Creek
-L-
-L- STA. 12+12.00
PROP CULVERT
CREEK
DETOURVICINITY MAP
N.T.S.
PROJECT
BEGIN
PROJECT
END
-L-
(SR 3045)CHURCH RDTO MT HOPE SR 3093 (OLD JULIAN RD)
SR 3093 (OLD JULIAN RD)
-L- STA. 13+50.00
END PROJECT 17BP.7.C.12
-L- STA. 11+25.00
BEGIN PROJECT 17BP.7.C.12
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
09/08/99
7/20/2017
R:\
Utilitie
s\
Engin
eerin
g\
UB
O\
Proj\17
BP.7.C.12_ut_tsh_
UO01_
psh.d
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_U
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AM
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INDEX OF SHEETS
SHEET NO.
17BP.7.C.12 UO-1STATE OF NORTH CAROLINADIVISION OF HIGHWAYS
T.I.P. NO.
NEAR 3361 OLD JULIAN RD, WHITSETTJCT. SR 3045 (MT HOPE CHURCH RD)
LOCATION: SR 3003 /OLD JULIAN RD) - 0.5 MI. E.
GUILFORD COUNTY
UTILITIES BY OTHERS PLANS
GRAPHIC SCALES
XXDE
PA
RT
M
ENT OF TRANSPO
RT
ATI
ON
ST
ATE
OF
NORTH CAR
OLI
NA
DIVISION OF HIGHWAYS
SHOWN ON THIS SHEET.
THE CONTRACTOR FOR UTILITY WORK
NO PAYMENT WILL BE MADE TO
SHEET IS DONE BY OTHERS.
ALL UTILITY WORK SHOWN ON THIS
NOTE:
TIP P
ROJE
CT: 17
BP.7.C.12
DIVISION CONTACT #1
DIVISION CONTACT #2
DIVISION CONTACT #3
DIVISION CONTACT #4
UTILITY OWNERS ON PROJECT
(C) CATV - TWC/CHARTER/SPECTRUM
(B) TELEPHONE - AT&T DISTRIBUTION
DUKE ENERGY PROGRESS
(A) POWER DISTRIBUTION -
UO-2
UO-1
SHEET NO.:
UBO PLAN SHEET
TITLE SHEET
DESCRIPTION:
TIM POWERS, PE
DIVISION 7
GREENSBORO, 27415-49961584 YANCEYVILLE STREETPO BOX 14996
PREPARED IN THE OFFICE OF:
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
Mary Jo Lee, P.E.
UTILITIES PROJECT ENGINEER
TYPE OF WORK: TELEPHONE RELOCATION
0
0
0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
00
20 10 20 40
20 10 20 40
4 2 4 8
C
NA 2011
NA
D 83/
HH
13
4
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
S
-L-
9' S
OIL
WOODS
WOODS
WOODS
N 27°0
5'3
2" W
164.5
5'
DB 7713 PG 2691
GREESON HEIRSRUBY ALICE
1 2
GOSSETT
& CATHY G
FREDDIE W
PG 783
DB 4857
3
KARA J NORMANDANIEL D JR &
DB 7395 PG 786
4
DB 4857 PG 783
CATHY G GOSSETT
FREDDIE W &
5
DARCE E GREESON HEIRS
PB 147 PG 135DB 2307 PG 82
RRS SET IN 24" WALNUTBM #1 EL=580.35'
RRS SET IN 36" OAKBM #2 EL=589.08'
INV=566.45' INV=566.66'
CONC
INV=567.38'
INV=567.26'
EX. 12" CMP
EX. 15" RCP
60.0
0'
60.0
0'
BL-102
-L-
(SR 3045)CHURCH RDTO MT HOPE (SR 3056)
DAIRY RD
TO ROCK CREEKSR 3093 (OLD JULIAN RD) 20' BST
BL-101
2
CONC
EX. 9
6" C
MP
EX. 9
6" C
MP
PC Sta. 10
+00.0
0
10'
10'
10'
10'
10 11 12 13 14
-L- STA. 11+25.00
BEGIN PROJECT 17BP.7.C.12
BURIED 1' BELOW STREAM BED
STRUCTURAL PLATE @ 0.84%
14-11" X 9'-10" CAAP
EX. 2-96" CMPs WITH 74' OF
REMOVE AND REPLACE
-L- STA. 13+50.00
END PROJECT 17BP.7.C.12
PO
T
Sta. 14
+30.4
0
PT
Sta. 13
+38.9
2
7/20/2017
R:\
Utilities\
Engineering\
UB
O\
Proj\17
BP.7.C.1
2_ut_rdy4_
UO02_psh.d
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_U
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RN
AM
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5/14/99 SHEET NO.PROJECT REFERENCE NO.
UTILITIES BY OTHERS
SHOWN ON THIS SHEET.
CONTRACTOR FOR UTILITY WORK
NO PAYMENT WILL BE MADE TO THE
SHEET WILL BE DONE BY OTHERS.
ALL UTILITY WORK SHOWN ON THIS
NOTE:
17BP.7.C.12 UO-2
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
ENGINEERING
HH
ABAND
AT&T
AT&T
AT&T
RETAIN
DUKE ENERGY PROGRESS
RETAIN
DUKE ENERGY PROGRESS
C
F
F
F
F
F
F
FFF
NA 2011
NA
D 83/
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
580 580
585 585
590 590
575 575
11+50.00
570 570
575 575
580 580
585 585
565 565
570 570
575 575
580 580
585 585
565 565
11+86.00
X-117BP.7.C.12
-L-
2.5 5
11+74.00
BEGIN PROJECT 17BP.7.C.12
582.74
0.045 EX 0.007 EX 0.042 EX 0.050 EX9.6:1 EX11:1 EX
581.88
0.012 0.0420.059 EX 0.071 EX
2:1 EX
4:1 EX
581.51
0.033 0.027 0.042 0.0804:1
2:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
570 570
575 575
580 580
585 585
565 56512+00.00
565 565
570 570
575 575
580 580
585 585
590 590
595 595
560 56012+12.00
X-217BP.7.C.12
-L-
2.5 5
581.17
0.033 0.027 0.0420.080
4:15:1
580.87
0.027 0.0420.080
0.033
L
L
SKEW=90
1 @ 14'-11" X 9'-10" CASPPA W/ HEADWALL
C ELEV.=580.87'
C STA. 12+12 -L-
LSLOPE=0.008 FT./FT.
C INVERT ELEV.=566.0'
4:15:1
00
00
55
55
1010
1010
1515
1515
2020
2020
2525
2525
3030
3030
3535
3535
4040
4040
4545
4545
5050
5050
5555
5555
6060
6060
6565
6565
7070
7070
7575
7575
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
PROJ. REFERENCE NO. SHEET NO.0
6/23/16
570 570
575 575
580 580
585 585
565 565
12+38.00
570 570
575 575
580 580
585 585
565 565
12+50.00
575 575
580 580
585 585
570 570
X-317BP.7.C.12
-L-
2.5 5
13+00.00
END PROJECT 17BP.7.C.12
580.32
0.027 0.0420.080
0.033
5:14:1
580.30
0.033 0.027 0.042 0.0803:1 5:1
580.55
0.024 EX 0.041 EX0.123 EX
1.4:1
EX
0.150 EX6.5:1 EX