1470 1477 1471 . 29 . 13 . 34 Club County Jacksonville W e s t e r n Gr ee n Rd . M i k e L oop P a r k e r R d . Dr . L i nd a Co mm e r ce Uni v e r s it y Dr . C o l u mb i a D r . C o n v e r s e D r . C a mb r i dg e D r . R d . Cl e m s o n C t . M o r ni ng D r . Suns e t Rd . D i x i e T r . E l a i n e C t . S h o r e h a m Dr . Co u r tl a nd Dr . Ma r i on P l . Count r y Cl ub Dr . Ln. L n . Canterbury Count r y Cl ub P a r k w ood Dr . Co l um b i a Dr . 1406 F a i r w a y Ct. C l ub 1406 1802 P i ne y CI T Y L I M I T S J ACKSONVI L L E 17 Rd . A R T M E N N A S O H D E P T O F T R A S P O R T T I O N T A T E O F N R T C A R O L I N A NCDOT CONTACT: PLANS PREPARED FOR THE NCDOT BY: NC License Number F-0991 STV ENGINEERS, INC. -L- 4 5 COMMERCE ROAD F A I R W A Y R O A D - Y 1 - - Y 3 - - Y 2 - COUNT R Y CL UB DR I V E TO WESTERN BLVD = = ADT = ADT VICINITY MAP -L- STA. 18+50.00 BEGIN TIP PROJECT U-5878 END CITY PROJECT C I T Y L I M I T S J A C K S ONV I LLE C I T Y L I M I T S J A C K S ONV I LLE T O US 17 ( P I NE Y GR EE N R O AD) S R 1406 T O C ANTE RB URY L ANE -L- STA. 31+94.84 END TIP PROJECT U-5878 COUNTY LIMITS ONSLOW C OUN T Y L I M I T S ON S L O W COUNT Y L I M I T S ONS L O W = = DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ONSLOW COUNTY 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH RIGHT OF WAY DATE: LETTING DATE: STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: SIGNATURE: P.E. P.E. PROJECT ENGINEER PROJECT DESIGN ENGINEER GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: 09/08/99 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 0 0 8 /16 /2018 R:\Roadw ay\Proj\U5878_ rdy_ TSH . dgn Pas chaE N C ONT RA C T : T I P P ROJ E C T : 100 50 25 50 50 25 50 100 U - 5878 N/A 44694.1.1 NCDOT DIVISION 3 TO PINEY GREEN ROAD (SR 1406) AT COUNTRY CLUB DRIVE K MAJOR COLLECTOR FUNC. CLASSIFICATION: U-5878 P.E. N.T.S. PROJECT BEGIN PROJECT END 10 20 10 5 T V 30 MPH 9 4% * TTST=1%, DUALS=3% LENGTH OF CITY PROJECT = 0.127 MILES D C 00185 ( P I NE Y GR EE N R O AD) S R 1406 - Y 3 - EXTENSION OF COMMERCE ROAD FROM FAIRWAY ROAD 2021 2041 7,900 GRADING, PAVING, DRAINAGE & CULVERTS 1,900 -L- STA. 24+43.00 BEGIN CULVERT -L- STA. 24+66.00 END CULVERT -Y3- STA. 11+13.27 BEGIN CONSTRUCTION -Y3- STA. 17+87.06 END CONSTRUCTION 2 @ 10'X8' RCBC PROPOSED -Y2- STA. 11+16.00 BEGIN CONSTRUCTION -L- STA. 11+80.00 BEGIN CITY PROJECT BEGIN CONSTRUCTION See Sheet 1A For Index of Sheets See Sheet 1B For Conventional Symbols DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS TOTAL LENGTH OF TIP PROJECT U-5878 = 0.255 MILES LENGTH OF STRUCTURE TIP PROJECT U-5878 = 0.004 MILES LENGTH OF ROADWAY TIP PROJECT U-5878 = 0.251 MILES PATRICK A. LIVINGSTON, PE NAD 83 / NA 2011 THE LIMITS ESTABLISHED BY MODIFIED METHOD III. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO OF THE CITY OF JACKSONVILLE. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES 1600 Perimeter Park Dr., Suite 225, Morrisville, NC 27560 2018 STANDARD SPECIFICATIONS WESTON D. MURPHY, EI UPGRADED SIGNAL BRIAN HARDING AUGUST 7, 2018 FEBRUARY 16, 2021 N/A 44694.2.1 ROW & UTIL Ri gh t o f W a y P l a n s
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G re
e n
R d .
M ik
Parke rRd.
D r.
L in
d a
D r.
Columbia Dr.
Convers e
R d .
D r.
Mario n
P l.
C lu
C lu
NC License Number F-0991
VICINITY MAP
-L- STA. 18+50.00 BEGIN TIP PROJECT U-5878 END CITY PROJECT
CITY LIMITS
R O
A D )
COUNTY LIMITS ONSLOW
S
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO. TOTAL SHEETS
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
0
00
R :\
_ T
E N
C O
N T
R A
C T :
N/A44694.1.1
TO PINEY GREEN ROAD (SR 1406) AT COUNTRY CLUB DRIVE
K
D C 0 0 18
5
R O
A D )
2021
2 @ 10'X8' RCBC PROPOSED
-L- STA. 11+80.00 BEGIN CITY PROJECT BEGIN CONSTRUCTION
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS
TOTAL LENGTH OF TIP PROJECT U-5878 = 0.255 MILES
LENGTH OF STRUCTURE TIP PROJECT U-5878 = 0.004 MILES
LENGTH OF ROADWAY TIP PROJECT U-5878 = 0.251 MILES
PATRICK A. LIVINGSTON, PE
N AD 83 / N
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
OF THE CITY OF JACKSONVILLE.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES
1600 Perimeter Park Dr., Suite 225, Morrisville, NC 27560
2018 STANDARD SPECIFICATIONS
n s
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U 5 8 7 8 _ r d y _ p s h 1 A .d
g n
E N
3B-1 EARTHWORK SUMMARY SHEET
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
h
Hydro, Pool or Reservoir
False Sump
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Power Manhole
R
|
Above Ground Water Line
MISCELLANEOUS:
Storm Sewer
BOUNDARIES AND PROPERTY:
Church
School
Dam
Sign
WLB
EAB
EPB
Geoenvironmental Boring
C A
P
T
TC
T FO
W
TV
TV FO
G
FSS
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Vertical Benchmark
New Right of Way Line with
Concrete C/A Marker
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
TUE
U-5878
P a s c h a
E N
S H 1 C - 1 .d
g n
SHEET NO.PROJECT REFERENCE NO.
BL-1
BL-2
BL-3
BL-4
BL-5
BL-7
BL-8
BL-9
BY-10
BM1
N 380058 E 2486490
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
NOTES:
CONTACT THE LOCATION AND SURVEYS UNIT. 1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE
SATELLITE SYSTEM. 2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVAGATION
BL-6
DATUM DESCRIPTION
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "U4007-3"
NORTHING: 376224.375(ft) EASTING: 2480992.509(ft)
(GROUND TO GRID) IS: 0.999911272
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"U5878 BM1" TO -L- STATION 11+80.00 IS
S 64°45' 13.09" W 995.9371'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
15 2 0
- Y 2 -
- Y 3 -
- L -
6
- L - P
- L -
5
-L-
-L-
- L -
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN ENGINEER ENGINEER
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U 5 8 7 8 _ r d y _ t y p .d
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E N
COMMERCE ROAD
2'12'2' 12'
U
D1
D2
IN DEPTH OR GREATER THAN 4" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5"
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
V2
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
R1
NOTES:
C1
MILLING DETAIL
FROM TOLINE
3"
TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
PROP. 4" CONCRETE ISLAND COVERR3
S PROP. 4" CONCRETE SIDEWALK
C -L-L
COMMERCE ROAD
-L- STA. 11+80.00 (BEGIN CITY PROJECT) TO 12+47.75
SIDEWALKS PENDING MUNICIPAL AGREEMENT
SIDEWALKS PENDING MUNICIPAL AGREEMENT
TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
J1 PROP. 6" AGGREGATE BASE COURSE
DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS
PROP. 2'-6" CURB AND GUTTER
PROP. 1'-6" CURB AND GUTTER
VARIABLE DEPTH MILLING (0" TO 3")
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
2'
5'
S
T
1:1
* 1'
R1
AGGREGATE SUBGRADE DETAIL
IN DEPTH OR GREATER THAN 2" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5"
TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
CLASS IV SUBGRADE STABILIZATION MATERIAL
11" MIN.
VARIES VARIES
COMMERCE ROAD
-L- STA. 12+47.75 TO 18+50.00 (END CITY PROJECT)
D1 D1
6" 6"
2' MIN
SAW CUT
2' MIN
SAW CUT
10' 10'
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN ENGINEER ENGINEER
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U 5 8 7 8 _ r d y _ t y p .d
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E N
3:1 M
AXVARIE S
10.9' TO 15'
2' 2' 8' 8'
0" TO 3" MILLING
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
GRADE TO THIS LINE
3:1 M
AXVARIE S
70
971
310
3B-1U-5878
8 / 16 / 2 0 18
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U 5 8 7 8 _ r d y _ p s h 3
B - 1 .d
E N
-L- 12+47.75 LT TO 18+50.00 LT
-L- 29+00.00 LT TO 31+94.84 LT
-L- 12+47.75 RT TO 18+50.00 RT
-L- 29+00.00 RT TO 31+94.84 RT
12
190
3,391 4,43815,701
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
SUBTOTAL 1
SUBTOTAL 2
SUBTOTAL 3
provided by the Geotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NOTE:
NOTE:
will be paid for at the contract lump sum price for "Grading". Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement Approximate quantities only. Unclassified Excavation, Borrow Excavation,
710 2,449
-3,450
USE SUITABLE WASET IN LIEU OF BORROW -188
ESTIMATED CLASS IV SUBGRADE STABILIZATION = 1,490 TONS
-188
COMPUTED BY: GEOTECH. UNIT DATE: 1-16-18 (2-16-16) PROJECT NO. SHEET NO.
CHECKED BY: TLS DATE: 3-21-18 U-5878 3G-1
STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS
SUMMARY OF SUBSURFACE DRAINAGE SUMMARY OF AGGREGATE SUBGRADE/STABILIZATION
LINE Station Station Location LT/RT/CL
Drain Type* UD/BD/SD LF LINE Station Station
Aggregate Type*
Stabilization TONS
-L- 12+48 19+28 ASU 12 360 800 1,280 -L- 24+50 24+70 100
CONTINGENCY SD 1,000 -L- 25+75 29+40 ASU 12 1,300 -L- 29+40 31+94 ASU 12 240 500 720
TOTAL LF: 1,000 CONTINGENCY 100 190 850
*UD = Underdrain TOTAL CY/TONS/SY: 700 1,490 4250** 0 0 *BD = Blind Drain *SD = Subsurface Drain *ASU = Aggregate Subgrade
*AST = Aggregate Stabilization **Total square yards of "Geotextile for Soil Stabilization" is only the estimated quantity for ASU/AST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the Proposal.
1S M
T L
B U
DB 2413 PG 926
DB 1602 PG 636
DB 4421 PG 751
DB 2728 PG 352
MB 51 PG 158
G 4 7 3
G 4 7 3
G 8 3 9
D B 4 2 4 9 P
G 2 0 8
L ID
E 10
G 4 7 3
L ID
E 10
G 4 7 3
L ID
E 10
S 47°20'19" W
26.62'
" E
1SFD
DB 2376 PG 361
MB 43 PG 64
DB 2022 PG 518
MB 34 PG 99
WOODED
397.05'
- L -
6
-L-
NOTE: CONSTRUCTION SHOWN
-Y1- POT Sta. 11+73.69
-L- POC Sta. 12+31.33 =
.0 1
.0 0
.0 1
-L- POT STA. 12+47.75
MILL AND OVERLAY FROM
16'
23'
22'48'
25'
39'
- L -
BEGIN TIP PROJECT U-5878
DI DI DI
P - IV
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U 5 8 7 8 _ r d y _ p s h 0 4 .d
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E N
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5878 4
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
SEE SHEET 6 FOR -L- PROFILE
F A IR
M A
T C
Ab an
do ne
L in
DB 2376 PG 361
DB 856 PG 283
DB 3104 PG 238
MB 34 PG 99
DB 3989 PG 240
2430 N MARINE, LLC
DB 3578 PG 586
DB 3318 PG 460
" W
E X IS
DB 701 PG 472
MB 6 PG 74
E IP
1" E14
5 .6
36" CONC
ABBY MORTON DB 735 PG 818 MB 6 PG 74
DB 4284 PG 386
MB 6 PG 74
TOMMY GULLEDGE, et ux
2 " W
18 1.3
5 "
MB 6 PG 74
E IP
= 0 .3
DB 2022 PG 518
MB 34 PG 99
DB 1322 PG 983
HELEN COLEMAN
JACKSONVILLE
-Y2- POT Sta. 10+00.0 0
-Y2 -
P C S ta . 2 6 + 3 0 .1 3
- L - P
5
-L-
15'
268.51' RT
22+10.79
RETAIN EXISTING
CONCRETE DRIVE
CONCRETE DRIVE
ASPHALT DRIVE
-L- POT STA. 24+43.00
BEGIN CULVERT
END CULVERT
BEGIN CONSTRUCTION
DRIVE SOIL
BEGIN CONSTRUCTION
-Y2- PC Sta. 11+63.57
CR
CR
CR
CR
TIP PROJECT U-5878
+79.23' 3'R
CL B RIPRAP
0518
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
RETAIN
15" RCP-IV
18" RCP-IV
18" RC
CL B RIPRAP
REMOVE
IMPROVEMENTS 40 LF - CHANNEL
IMPROVEMENTS 32 LF - CHANNEL
FROM -Y2- STA. 12+00 TO STA. 12+20 LT
DETAIL C
C B C
INLET TYPICAL
NOT TO SCALE
EST. GEOTEXTILE FABRIC = 79 SY
EST. TONS CLASS 'I' = 69 TONS
W/ GEOTEXTILE
NOT TO SCALE
EST. GEOTEXTILE FABRIC = 70 SY
EST. TONS CLASS 'I' = 61 TONS
W/ GEOTEXTILE
3 :1
3 :1
NOT TO SCALE
D
NOT TO SCALE
0517
EST 50 SY GEOTEXTILE EST 23 TONS SEE DETAIL A TOE PROTECTION
GEOTEXTILE EST 39 SY
TOE PROTECTION
D
B
b
DDE=32 CY
76 SY GEOTEXTILE
FROM STA. 24+65+/- TO STA. 25+44+/- RT
SEE DETAIL B LATERAL 2' BASE DITCH
3:1 3: 1
3: 1 or F la tte r
b= 2 Ft. d= 1 Ft.
Type of Liner= CL. B Rip-Rap
b Ground
d
Geotextile
FROM -L- STA. 21+20+/- TO STA. 22+20+/- RT FROM -L- STA. 21+00+/- TO STA. 21+70+/- LT
DETAIL A
18" RP
C-I V
-L- STA. 22+11
-L- STA. 24+54.50
( Not to Scale)
3: 13:1 D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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U 5 8 7 8 _ r d y _ p s h 0 5 .d
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5878 5
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
COMMERCE RD
P IN
E Y
M A T
UP TO DATE, CONTRACTOR TO
COUNTRY CLUB ROAD NOT
ON NEW SECTION OF
SHEET NO.PROJECT REFERENCE NO.
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U 5 8 7 8 _ r d y _ p s h _ p f l .d
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E N
10
12 13 14 15 16 17 18 19 20 21 22 23 2411
25 26 27 28 29 30 31 32 33 11 12 13 14
20
30
40
50
60
70
80
90
100
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
24
10
NOTE: CONSTRUCTION SHOWN
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
100
90
80
70
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
EL = 41.08'
(-)0.3011% (-)1.1689%
VC = 120'
K = 138
= 35.1
= >500
= 842
= 490
= 25
= 30.8
= 600
= 100
= 32.0
(+)1.6533%
= 230
= 25
= 26.4
= 1,675
= >500
= 35.0
= 270
= 100
EL. = 25.50'
EL. = 30.78'
EL. = 44.57'
-L- STA. 31+94.84 =
= 26.6
-Y2-
VC = 37'
PI = 11+86.00
EL. = 36.30'
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
BEGIN GRADE
EL. = 40.95'
-Y2- STA. 12+74.68=
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
R :\
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E N
40 40
45 45
35 35
40 40
45 45
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
BEGIN CITY PROJECT -L- STA. 11+80.00
BEGIN SHALLOW UNDERCUT -L- STA. 12+48.00
computing the final quantities for which the contractor will be paid." work accurately when the project is staked out. These cross-section notes will be used in
Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the
EXCAVATION UNDERCUT SHALLOW
4 1. 9 7
4 1. 9 7
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40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
4 1. 9 9
4 1. 9 9
4 1. 7 1
4 1. 7 1
R :\
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E N
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
4 1. 5 6
4 1. 5 6
R :\
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40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
35 35
R :\
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40 40
45 45
35 35
30 30
35 35
40 40
45 45
25 25
25 25
30 30
35 35
40 40
45 45
20 20
2.5 5
18+50
19+00
19+50
BEGIN TIP PROJECT -L- STA. 18+50.00 END CITY PROJECT -L- STA. 18+50.00
END SHALLOW UNDERCUT -L- 19+28.00
EXCAVATION UNDERCUT SHALLOW
R :\
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g n
E N
25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
45 45
20 20
30 30
35 35
40 40
45 45
25 25
R :\
L .d
g n
E N
25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
45 45
20 20
EXCAVATION UNDERCUT
43.95' LT TO 126.08' RT 124.1' LT TO 65.01' LT &
WLB EXTENDS FROM
R :\
L .d
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E N
25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
25 25
30 30
35 35
40 40
20 20
R :\
L .d
g n
E N
25 25
30 30
35 35
40 40
20 20
25 25
30 30
35 35
40 40
20 20
25 25
30 30
35 35
40 40
20 20
R :\
L .d
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E N
30 30
35 35
40 40
45 45
25 25
35 35
40 40
45 45
30 30
35 35
40 40
45 45
30 30
35 35
40 40
45 45
30 30
EXCAVATION UNDERCUT
R :\
L .d
g n
E N
35 35
40 40
45 45
30 30
40 40
45 45
50 50
35 35
40 40
45 45
35 35
40 40
45 45
50 50
35 35
39.74
R :\
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E N
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
EXCAVATION UNDERCUT SHALLOW
R :\
L .d
g n
E N
40 40
45 45
50 50
35 35
45 45
40 40
EXCAVATION UNDERCUT SHALLOW
R :\
Y 2 .d
E N
40 40
45 45
35 35
40 40
45 45
35 35
35 35
40 40
45 45
30 30
R :\
Y 3 .d
E N
45 45
50 50
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
E P
E P
E P
E P
R :\
Y 3 .d
E N
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
40 40
E P
e n
R d .
M ik
Parke rRd.
D r.
L in
d a
D r.
Columbia Dr.
Convers e
R d .
D r.
Mario n
P l.
C lu
C lu
NC License Number F-0991
VICINITY MAP
-L- STA. 18+50.00 BEGIN TIP PROJECT U-5878 END CITY PROJECT
CITY LIMITS
R O
A D )
COUNTY LIMITS ONSLOW
S
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO. TOTAL SHEETS
DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA
0
00
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_ T
E N
C O
N T
R A
C T :
N/A44694.1.1
TO PINEY GREEN ROAD (SR 1406) AT COUNTRY CLUB DRIVE
K
D C 0 0 18
5
R O
A D )
2021
2 @ 10'X8' RCBC PROPOSED
-L- STA. 11+80.00 BEGIN CITY PROJECT BEGIN CONSTRUCTION
See Sheet 1A For Index of Sheets
See Sheet 1B For Conventional Symbols
DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS
TOTAL LENGTH OF TIP PROJECT U-5878 = 0.255 MILES
LENGTH OF STRUCTURE TIP PROJECT U-5878 = 0.004 MILES
LENGTH OF ROADWAY TIP PROJECT U-5878 = 0.251 MILES
PATRICK A. LIVINGSTON, PE
N AD 83 / N
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
OF THE CITY OF JACKSONVILLE.
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES
1600 Perimeter Park Dr., Suite 225, Morrisville, NC 27560
2018 STANDARD SPECIFICATIONS
n s
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3B-1 EARTHWORK SUMMARY SHEET
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
h
Hydro, Pool or Reservoir
False Sump
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Power Manhole
R
|
Above Ground Water Line
MISCELLANEOUS:
Storm Sewer
BOUNDARIES AND PROPERTY:
Church
School
Dam
Sign
WLB
EAB
EPB
Geoenvironmental Boring
C A
P
T
TC
T FO
W
TV
TV FO
G
FSS
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Vertical Benchmark
New Right of Way Line with
Concrete C/A Marker
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
TUE
U-5878
P a s c h a
E N
S H 1 C - 1 .d
g n
SHEET NO.PROJECT REFERENCE NO.
BL-1
BL-2
BL-3
BL-4
BL-5
BL-7
BL-8
BL-9
BY-10
BM1
N 380058 E 2486490
POINT DESC. NORTH EAST ELEVATION L STATION OFFSET
NOTES:
CONTACT THE LOCATION AND SURVEYS UNIT. 1. IF FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE
SATELLITE SYSTEM. 2. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVAGATION
BL-6
DATUM DESCRIPTION
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
NCDOT FOR MONUMENT "U4007-3"
NORTHING: 376224.375(ft) EASTING: 2480992.509(ft)
(GROUND TO GRID) IS: 0.999911272
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"U5878 BM1" TO -L- STATION 11+80.00 IS
S 64°45' 13.09" W 995.9371'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
15 2 0
- Y 2 -
- Y 3 -
- L -
6
- L - P
- L -
5
-L-
-L-
- L -
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN ENGINEER ENGINEER
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COMMERCE ROAD
2'12'2' 12'
U
D1
D2
IN DEPTH OR GREATER THAN 4" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5"
TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE,
V2
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
R1
NOTES:
C1
MILLING DETAIL
FROM TOLINE
3"
TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
PROP. 4" CONCRETE ISLAND COVERR3
S PROP. 4" CONCRETE SIDEWALK
C -L-L
COMMERCE ROAD
-L- STA. 11+80.00 (BEGIN CITY PROJECT) TO 12+47.75
SIDEWALKS PENDING MUNICIPAL AGREEMENT
SIDEWALKS PENDING MUNICIPAL AGREEMENT
TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
J1 PROP. 6" AGGREGATE BASE COURSE
DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS
PROP. 2'-6" CURB AND GUTTER
PROP. 1'-6" CURB AND GUTTER
VARIABLE DEPTH MILLING (0" TO 3")
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
2'
5'
S
T
1:1
* 1'
R1
AGGREGATE SUBGRADE DETAIL
IN DEPTH OR GREATER THAN 2" IN DEPTH.
PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5"
TYPE S9.5B, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
CLASS IV SUBGRADE STABILIZATION MATERIAL
11" MIN.
VARIES VARIES
COMMERCE ROAD
-L- STA. 12+47.75 TO 18+50.00 (END CITY PROJECT)
D1 D1
6" 6"
2' MIN
SAW CUT
2' MIN
SAW CUT
10' 10'
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN ENGINEER ENGINEER
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3:1 M
AXVARIE S
10.9' TO 15'
2' 2' 8' 8'
0" TO 3" MILLING
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
GRADE TO THIS LINE
3:1 M
AXVARIE S
70
971
310
3B-1U-5878
8 / 16 / 2 0 18
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U 5 8 7 8 _ r d y _ p s h 3
B - 1 .d
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-L- 12+47.75 LT TO 18+50.00 LT
-L- 29+00.00 LT TO 31+94.84 LT
-L- 12+47.75 RT TO 18+50.00 RT
-L- 29+00.00 RT TO 31+94.84 RT
12
190
3,391 4,43815,701
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
SUBTOTAL 1
SUBTOTAL 2
SUBTOTAL 3
provided by the Geotechnical Engineering Unit. These earthwork quantities are based in part on subsurface data Earthwork quantities are calculated by the Roadway Design Unit. NOTE:
NOTE:
will be paid for at the contract lump sum price for "Grading". Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement Approximate quantities only. Unclassified Excavation, Borrow Excavation,
710 2,449
-3,450
USE SUITABLE WASET IN LIEU OF BORROW -188
ESTIMATED CLASS IV SUBGRADE STABILIZATION = 1,490 TONS
-188
COMPUTED BY: GEOTECH. UNIT DATE: 1-16-18 (2-16-16) PROJECT NO. SHEET NO.
CHECKED BY: TLS DATE: 3-21-18 U-5878 3G-1
STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS
SUMMARY OF SUBSURFACE DRAINAGE SUMMARY OF AGGREGATE SUBGRADE/STABILIZATION
LINE Station Station Location LT/RT/CL
Drain Type* UD/BD/SD LF LINE Station Station
Aggregate Type*
Stabilization TONS
-L- 12+48 19+28 ASU 12 360 800 1,280 -L- 24+50 24+70 100
CONTINGENCY SD 1,000 -L- 25+75 29+40 ASU 12 1,300 -L- 29+40 31+94 ASU 12 240 500 720
TOTAL LF: 1,000 CONTINGENCY 100 190 850
*UD = Underdrain TOTAL CY/TONS/SY: 700 1,490 4250** 0 0 *BD = Blind Drain *SD = Subsurface Drain *ASU = Aggregate Subgrade
*AST = Aggregate Stabilization **Total square yards of "Geotextile for Soil Stabilization" is only the estimated quantity for ASU/AST and may only represent a portion of the geotextile quantity shown in the Item Sheets of the Proposal.
1S M
T L
B U
DB 2413 PG 926
DB 1602 PG 636
DB 4421 PG 751
DB 2728 PG 352
MB 51 PG 158
G 4 7 3
G 4 7 3
G 8 3 9
D B 4 2 4 9 P
G 2 0 8
L ID
E 10
G 4 7 3
L ID
E 10
G 4 7 3
L ID
E 10
S 47°20'19" W
26.62'
" E
1SFD
DB 2376 PG 361
MB 43 PG 64
DB 2022 PG 518
MB 34 PG 99
WOODED
397.05'
- L -
6
-L-
NOTE: CONSTRUCTION SHOWN
-Y1- POT Sta. 11+73.69
-L- POC Sta. 12+31.33 =
.0 1
.0 0
.0 1
-L- POT STA. 12+47.75
MILL AND OVERLAY FROM
16'
23'
22'48'
25'
39'
- L -
BEGIN TIP PROJECT U-5878
DI DI DI
P - IV
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5878 4
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
SEE SHEET 6 FOR -L- PROFILE
F A IR
M A
T C
Ab an
do ne
L in
DB 2376 PG 361
DB 856 PG 283
DB 3104 PG 238
MB 34 PG 99
DB 3989 PG 240
2430 N MARINE, LLC
DB 3578 PG 586
DB 3318 PG 460
" W
E X IS
DB 701 PG 472
MB 6 PG 74
E IP
1" E14
5 .6
36" CONC
ABBY MORTON DB 735 PG 818 MB 6 PG 74
DB 4284 PG 386
MB 6 PG 74
TOMMY GULLEDGE, et ux
2 " W
18 1.3
5 "
MB 6 PG 74
E IP
= 0 .3
DB 2022 PG 518
MB 34 PG 99
DB 1322 PG 983
HELEN COLEMAN
JACKSONVILLE
-Y2- POT Sta. 10+00.0 0
-Y2 -
P C S ta . 2 6 + 3 0 .1 3
- L - P
5
-L-
15'
268.51' RT
22+10.79
RETAIN EXISTING
CONCRETE DRIVE
CONCRETE DRIVE
ASPHALT DRIVE
-L- POT STA. 24+43.00
BEGIN CULVERT
END CULVERT
BEGIN CONSTRUCTION
DRIVE SOIL
BEGIN CONSTRUCTION
-Y2- PC Sta. 11+63.57
CR
CR
CR
CR
TIP PROJECT U-5878
+79.23' 3'R
CL B RIPRAP
0518
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
RETAIN
15" RCP-IV
18" RCP-IV
18" RC
CL B RIPRAP
REMOVE
IMPROVEMENTS 40 LF - CHANNEL
IMPROVEMENTS 32 LF - CHANNEL
FROM -Y2- STA. 12+00 TO STA. 12+20 LT
DETAIL C
C B C
INLET TYPICAL
NOT TO SCALE
EST. GEOTEXTILE FABRIC = 79 SY
EST. TONS CLASS 'I' = 69 TONS
W/ GEOTEXTILE
NOT TO SCALE
EST. GEOTEXTILE FABRIC = 70 SY
EST. TONS CLASS 'I' = 61 TONS
W/ GEOTEXTILE
3 :1
3 :1
NOT TO SCALE
D
NOT TO SCALE
0517
EST 50 SY GEOTEXTILE EST 23 TONS SEE DETAIL A TOE PROTECTION
GEOTEXTILE EST 39 SY
TOE PROTECTION
D
B
b
DDE=32 CY
76 SY GEOTEXTILE
FROM STA. 24+65+/- TO STA. 25+44+/- RT
SEE DETAIL B LATERAL 2' BASE DITCH
3:1 3: 1
3: 1 or F la tte r
b= 2 Ft. d= 1 Ft.
Type of Liner= CL. B Rip-Rap
b Ground
d
Geotextile
FROM -L- STA. 21+20+/- TO STA. 22+20+/- RT FROM -L- STA. 21+00+/- TO STA. 21+70+/- LT
DETAIL A
18" RP
C-I V
-L- STA. 22+11
-L- STA. 24+54.50
( Not to Scale)
3: 13:1 D
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5878 5
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
COMMERCE RD
P IN
E Y
M A T
UP TO DATE, CONTRACTOR TO
COUNTRY CLUB ROAD NOT
ON NEW SECTION OF
SHEET NO.PROJECT REFERENCE NO.
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10
12 13 14 15 16 17 18 19 20 21 22 23 2411
25 26 27 28 29 30 31 32 33 11 12 13 14
20
30
40
50
60
70
80
90
100
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
24
10
NOTE: CONSTRUCTION SHOWN
NC License Number F-0991 Morrisville, NC 27560 Suite 225 1600 Perimeter Park Dr.
STV Engineers, Inc.
100
90
80
70
60
50
40
30
20
10
100
90
80
70
60
50
40
30
20
10
EL = 41.08'
(-)0.3011% (-)1.1689%
VC = 120'
K = 138
= 35.1
= >500
= 842
= 490
= 25
= 30.8
= 600
= 100
= 32.0
(+)1.6533%
= 230
= 25
= 26.4
= 1,675
= >500
= 35.0
= 270
= 100
EL. = 25.50'
EL. = 30.78'
EL. = 44.57'
-L- STA. 31+94.84 =
= 26.6
-Y2-
VC = 37'
PI = 11+86.00
EL. = 36.30'
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
BEGIN GRADE
EL. = 40.95'
-Y2- STA. 12+74.68=
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
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E N
40 40
45 45
35 35
40 40
45 45
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
BEGIN CITY PROJECT -L- STA. 11+80.00
BEGIN SHALLOW UNDERCUT -L- STA. 12+48.00
computing the final quantities for which the contractor will be paid." work accurately when the project is staked out. These cross-section notes will be used in
Note: "Quantities are approximate only. The Resident Engineer will re-cross-section the
EXCAVATION UNDERCUT SHALLOW
4 1. 9 7
4 1. 9 7
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40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
4 1. 9 9
4 1. 9 9
4 1. 7 1
4 1. 7 1
R :\
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E N
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
4 1. 5 6
4 1. 5 6
R :\
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E N
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
35 35
R :\
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E N
40 40
45 45
35 35
30 30
35 35
40 40
45 45
25 25
25 25
30 30
35 35
40 40
45 45
20 20
2.5 5
18+50
19+00
19+50
BEGIN TIP PROJECT -L- STA. 18+50.00 END CITY PROJECT -L- STA. 18+50.00
END SHALLOW UNDERCUT -L- 19+28.00
EXCAVATION UNDERCUT SHALLOW
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E N
25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
45 45
20 20
30 30
35 35
40 40
45 45
25 25
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E N
25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
45 45
20 20
EXCAVATION UNDERCUT
43.95' LT TO 126.08' RT 124.1' LT TO 65.01' LT &
WLB EXTENDS FROM
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25 25
30 30
35 35
40 40
45 45
20 20
25 25
30 30
35 35
40 40
25 25
30 30
35 35
40 40
20 20
R :\
L .d
g n
E N
25 25
30 30
35 35
40 40
20 20
25 25
30 30
35 35
40 40
20 20
25 25
30 30
35 35
40 40
20 20
R :\
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E N
30 30
35 35
40 40
45 45
25 25
35 35
40 40
45 45
30 30
35 35
40 40
45 45
30 30
35 35
40 40
45 45
30 30
EXCAVATION UNDERCUT
R :\
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E N
35 35
40 40
45 45
30 30
40 40
45 45
50 50
35 35
40 40
45 45
35 35
40 40
45 45
50 50
35 35
39.74
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E N
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
40 40
45 45
50 50
35 35
EXCAVATION UNDERCUT SHALLOW
R :\
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E N
40 40
45 45
50 50
35 35
45 45
40 40
EXCAVATION UNDERCUT SHALLOW
R :\
Y 2 .d
E N
40 40
45 45
35 35
40 40
45 45
35 35
35 35
40 40
45 45
30 30
R :\
Y 3 .d
E N
45 45
50 50
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
E P
E P
E P
E P
R :\
Y 3 .d
E N
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
55 55
40 40
45 45
50 50
40 40
E P
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