SBE SBE - GRADING, DRAINAGE AND PAVING

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Agency: Division of Highways
State: North Carolina
Level of Government: State & Local
Category:
  • Y - Construction of Structures and Facilities
Opps ID: NBD14484191642499402
Posted Date: Feb 15, 2024
Due Date: Mar 12, 2024
Source: Members Only

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See Sheet 1-A For Index of Sheets
1008
NERUIVSEER
1219
1219
13 117 Goldsboro
117 BUS
581
1925
581
Seymour-Johnson
Air Force Base
1909
1973 1910
1710
E
S
EU
N
581
1222 2108
13
Mar-Mac 117
1219
1926
1918
1917
THE PROJECT
1928
1915
1932
Genoa
1130
1927
1219
1131
1284
1131
1918
1926
1927
1167 1167
Brogden
2014 2014
1926
1929
1927
1932
1220
13
1130
117
1129 1130
1930
Dudley
1926
117
A
1931
1120
1932 1932
1120
1932
VICINITY MAP
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
WAYNE COUNTY
STATE
STATE PROJECT REFERENCE NO.
N.C. W-5704K
STATE PROJ. NO.
F. A. PROJ. NO.
44850.1.11
44850.2.11
44850.3.11
HSIP-1927(006)
HSIP-1927(006)
HSIP-1927(006)
SHEET
NO.
1
TOTAL
SHEETS
DESCRIPTION
PE
R/W & UTILITY
CONST.
LOCATION: SR-1927 (GENOA ROAD) AT CRESCENT DRIVE NEAR GENOA.
TYPE OF WORK: GRADING, DRAINAGE AND PAVING
-L- POT 15+50.00
BEGIN PROJECT W-5704K
LINE -L-
SR-1927
-L- POT 22+50.00
END PROJECT W-5704K
4
TO SR-1926
TO SR-1918
GRAPHIC SCALES
50 25 0
50
100
DESIGN DATA
ADT
= 5,300
PLANS
50 25 0
50
100
PROFILE (HORIZONTAL)
10 5 0
10
20
PROFILE (VERTICAL)
V = 45 MPH
FUNCTIONAL CLASS
LOCAL
PROJECT LENGTH
LENGTH ROADWAY TIP PROJECT W-5704K = 0.133 MILES
TOTAL LENGTH TIP PROJECT W-5704K = 0.133 MILES
Prepared in the Office of:
DIVISION OF HIGHWAYS
Division 4 DDC
509 Ward Blvd., Wilson NC, 27895
2024 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
JANUARY 2, 2020
LETTING DATE:
MARCH 12, 2024
KEITH EASON, PE
PROJECT ENGINEER
D.R. ETHRIDGE
PROJECT DESIGN ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICS ENGINEER
02/05/2024
ORTHFECSASRIOONLIN
SIGNATURE:
SEAL
040774
P.EO.RWEONOGDINAE.EGRAIN
ROADWAY DESIGN
ENGINEER
ORTHFECSASRIOONLIN
02/05/2024
SIGNATURE:
SEAL
040774
ORWEONOGDINAE.EGRAIN
P.E.
E OF NORTH CA
T
N
T O F TRANSPO
SHEET NUMBER
1
1
2
3
1A
4
5
6
1B
7
8
2A-1
9
10
3B-1
11
12
13
14
15
4
16
17
RW-1 THRU RW-4
18
19
20
EC-1 THRU EC-5
21
22
UC-1 THRU UC-4
23
24 UBO-1 THRU UBO-2
25
26
X-1
27
28
X-2 THRU X-4
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
INDEX OF SHEETS
SHEET
TITLE SHEET
INDEX OF SHEETS, GENERAL NOTES, AND LIST OF
STANDARD DRAWINGS
CONVENTIONAL SYMBOLS
PAVEMENT SCHEDULE AND TYPICAL SECTIONS
ROADWAY SUMMARIES :
EARTHWORK SUMMARY
DRAINAGE SUMMARIES
PARCEL INDEX SHEETS
PLAN & PROFILE SHEETS
SURVEY CONTROL, EXISTING CENTERLINES
RIGHT OF WAY, EASEMENTS AND PROPERTY TIES
EROSION CONTROL PLANS
UTILITY CONSTRUCTION PLANS
UTILITIES BY OTHERS PLANS
CROSS-SECTION INDEX & SUMMARY
CROSS-SECTIONS
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
1 2024 ROADWAY ENGLISH STANDARD DRAWINGS
2
3 THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS"
4 CONTRACTS STANDARDS AND DEVELOPMENT UNIT - N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C.,
5 DATED JANUARY 16, 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
6 CONSIDERED A PART OF THESE PLANS:
7
8 DIVISION 2 - EARTHWORK
9 200.03 METHOD OF CLEARING - METHOD III
10 225.01 GUIDE FOR GRADING SUBGRADE - INTERSTATE AND FREEWAY
11 225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
12 DIVISION 3 - PIPE CULVERTS
13 300.01 METHOD OF PIPE INSTALLATION
14 310.10 DRIVEWAY PIPE CONSTRUCTION
15 DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
16 560.01 METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED CURVE - METHOD I
17 DIVISION 6 - ASPHALT BASES AND PAVEMENTS
18 654.01 PAVEMENT REPAIRS
19 DIVISION 8 - INCIDENTALS
20 840.71 CONCRETE AND BRICK PIPE PLUG
21 840.72 PIPE COLLAR
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
PROJ. REFERENCE NO.
SHEET NO.
W-5704K
1-A
ROADWAY DESIGN ENGINEER
02/05/2024
1 GENERAL NOTES: 2024 SPECIFICATIONS
2
3 GRADE LINE:
4 GRADING AND SURFACING OR RESURFACING AND WIDENING:
5
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
6
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
7
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
8
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
9
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
10
PROPER TIE-IN.
11
12 CLEARING:
13
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
14
15 SUPERELEVATION:
16
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.
17
NO. 225.04. USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
18
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
19
SECTIONS.
20
21 SHOULDER CONSTRUCTION:
22
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF
23
SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
24
25 SIDE ROADS:
26
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
27
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
28
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
29
INVOLVED.
30
31 TEMPORARY SHORING:
32
SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA
33
WORK" IN ACCORDANCE WITH SECTION 104-7.
34
35 SUBSURFACE PLANS:
36
NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD
37
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
38
39 UTILITIES:
40
UTILITY OWNERS ON THIS PROJECT ARE:
41
PIEDMONT NATURAL GAS, SPECTRUM, AT&T, SOUTHERN WAYNE SEWER DISTRICT,
42
SOUTHEASTERN WAYNE SEWER DISTRICT AND TRI-COUNTY EMC.
43
44
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS.
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
g
EIP
Computed Property Corner
Property Monument
F
ECM
Parcel / Sequence Number
123
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
WLB
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
V
SS
W
W
Small Mine
M
Foundation
Area Outline
Cemetery
y
Building
School
x
Church
y
Dam
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
JS
BZ 1
BZ 2
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
W
K
FLOW
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS:
Note: Not to Scale
*S.U.E. = Subsurface Utility Engineering
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
CSX TRANSPORTATION
S
MILEPOST 35
SWITCH
Hedge
Woods Line
Orchard
Vineyard
Vineyard
RR Dismantled
EXISTING STRUCTURES:
RIGHT OF WAY & PROJECT CONTROL:
B
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
Existing Right of Way Marker
Existing Right of Way Line
New Right of Way Line
New Right of Way Line with Pin and Cap
h
R
W
R
W
New Right of Way Line with
R
Concrete or Granite R/W Marker
W
New Control of Access Line with
C
Concrete C/A Marker
A
Existing Control of Access
New Control of Access
Existing Easement Line
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
;
C
A
E
E
TDE
PDE
DUE
PUE
TUE
AUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
C
F
Proposed Slope Stakes Fill
Proposed Curb Ramp
CR
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
X
Single Shrub
Y
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
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.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
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.*)
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.*)
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.*)
CONC
CONC WW
CONC HW
CB
m
S
P
R
p
}
OO
P
P
P
Q
l
b
/
]
T
T
T
TC
TC
TC
T FO
T FO
T FO
PROJECT REFERENCE NO.
W-5704K
SHEET NO.
1-B
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
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*)
Above Ground Water Line
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
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.*)
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.*)
GAS:
Gas Valve
Gas Meter
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.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
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.*)
4
a
I
H
W
W
W
A/G Water
|
I
]
TV
TV
TV
TV FO
TV FO
TV FO
c
n
G
G
G
A/G Gas
d
o
SS
A/G Sanitary Sewer
FSS
FSS
FSS
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
O
F
S
3
?UTL
UST
?
AATUR
E.O.I.
C1
PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YARD.
C2
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YARD. PER 1" DEPTH
TO BE PLACED IN LAYERS NOT TO EXCEED 2" DEPTH.
PAVEMENT SCHEDULE
E1
PROP. APPROX. 5.5" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 627 LBS. PER SQ. YARD.
E2
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YARD PER 1" DEPTH TO BE
PLACED IN LAYERS NOT LESS THAN 3" OR GREATER THAN 5.5" IN DEPTH.
T
EARTH MATERIAL.
U
EXISTING PAVEMENT.
W1
VARIABLE DEPTH ASPHALT PAVEMENT (SEE STANDARD WEDGING DETAIL)
NOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PROJECT REFERENCE NO.
SHEET NO.
W-5704K
ROADWAY DESIGN
ENGINEER
01/24/2024
ORTHFECSASRIOONLIN
2A-1
PAVEMENT DESIGN
ENGINEER
01/24/2024
ORTHFECSASRIOONLIN
SEAL
040774
ORWEONOGDINAE.EGRAIN
SEAL
040774
ORWEONOGDINAE.EGRAIN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
* NOTE VAR 0'-2'
-L- STA 15+50 TO 16+00
-L- STA 22+00 TO 22+50
6'
4' 2'*
GRADE
POINT
12'
CL LINE -L-
12'
2'* 4'
6'
ORIGINAL
GROUND
FL 2A:1 TTOER R
3:1
ORIGINAL
GROUND
FLATTER
R
3:1 O
T C1
**
1:1
VAR
0'-2' E1
C1 W1
VAR SEE
XSECTION
W1 C1
VAR SEE
XSECTION
7" U VAR 24'-25' U 7"
GRADE TO THIS LINE
C1 T
**
VAR
E1 0'-2'
3:1
2 FL :1 AT OTR ER
ORIGINAL
GROUND
3:1
O
R
FLATTER
ORIGINAL
GROUND
TYPICAL SECTION NO.1
USE TYPICAL SECTION NO. 1
-L- STA 15+50 TO -L- STA 22+50
** SEE ROADWAY STANDARD DRAWING 560.01
USE INCIDENTAL MILLING
-L- 15+50 TO 17+00
-L- 21+00 TO 22+50
C1
E2
CLSURVEY
C2
C1
E2
3"
MIN.
U
3"
MIN.
DETAIL SHOWING METHOD OF WEDGING (W1)
COMPUTED BY:
CHECKED BY:
D.R. Ethridge
DATE:
DATE:
1/25/2024
1/25/2024
Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See "Standard Specifications For Roads and Structures, Section 300-5".
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)
STATION
SIZE
THICKNESS
OR GAUGE
-L- 16+35.79 RT 0401
-L- 16+87.69 LT 0402
-L- 17+71.26 LT 0403
-L- 18+85.93 RT 0404
-L- 20+29.55 RT 0405
-L- 21+17.28 RT 0406
-L- 22+35.96 RT 0407
-L- 22+57.33 LT 0408
SIDE DRAIN PIPE
(RCP, CSP, CAAP, HDPE, or PVC)
C.S. PIPE
R.C. PIPE
CLASS III
R.C. PIPE
CLASS IV
12'' 15'' 18'' 24'' 30'' 36'' 42'' 48''
12'' 15'' 18'' 24'' 30'' 36'' 42'' 48'' 12'' 15'' 18'' 24'' 30'' 36'' 42'' 48'' 12'' 15'' 18'' 24'' 30'' 36'' 42'' 48''
44'
28'
24'
44'
32'
32'
28'
28'
ENDWALLS
STD. 838.01
838.11 OR
STD. 838.80
(UNLESS
NOTED
OTHERWISE)
CU. YARDS
LIN.
FT.
AB
TYPE OF
GRATE
EFG
PROJECT NO.
W-5704K
SHEET NO.
3B-1
ABBREVIATIONS
C.B.
N.D.I.
D.I.
G.D.I.
G.D.I.(N.S.)
J.B.
M.H.
T.B.D.I.
T.B.J.B.
CATCH BASIN
NARROW DROP
INLET
DROP INLET
GRATED DROP
INLET
(NARROW SLOT)
JUNCTION BOX
MANHOLE
TRAFFIC BEARING
DROP INLET
TRAFFIC BEARING
JUNCTION BOX
REMARKS
REMOVE PIPE (SAME TRENCH)
29'
23'
42'
REMOVE PIPE (SAME TRENCH)
REMOVE PIPE (SAME TRENCH)
REMOVE PIPE (SAME TRENCH)
22'
TOTAL
SAY
STATION TO STATION
-L- 15+50.00 TO 22+50.00
SUBTOTAL
SUMMARY OF EARTHWORK
Volumes in Cubic Yards
Uncl. Excav.
Undercut
Embank +%
1053
344
1053
344
TOTAL
1053
344
WASTE TO REPLACE BORROW
PROJECT TOTAL
1053
344
ESTIMATE TO REPLACE TOPSOIL ON BORROW PIT
GRAND TOTAL
1053
344
SAY
1100
ESTIMATE UNDERCUT
100
Borrow
Waste
709
709
709
709
709
260'
260'
PARCEL INDEX
PARCEL NO. SHEET NO. PROPERTY OWNERS NAMES
1
4
G&E SMITH AND SONS LLC
2
4
CRESENT HILL MOBILE ESTATES LLC
3
4
JOHNATHAN SHANE SMITH
4
4
JOHN D. SMITH AND WIFE BRENDA BROGDEN SMITH
5
4
THELMA K. VANN
6
4
OUTLAW MOBILE HOMES INC.
7
8
9
10
11
12
13
14
15
1
80 81 82 83 84 85 86 87 88 89 90 91 92 94 93
116'
1
116'
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