HomeMy WebLinkAbout20201086 Ver 1_C4J_U5026-R5720_RDY_Plans_20200825-RAB1-
-RAB2-
-RAB3-
-RAB4-
-RAB5-
-RAB6-
-RAB7-
CONC CONC
CONC
CONC
CONC
CONCPUE
R/W MON R/W MON R/W MON R/W MON R/W MON
R/W MON
R/W MONR/W MON R/W MON R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
;;;;;;;;;
;
;
;;
;;;;;;;;CONC
18'
54" RCPIN
V.=175.92'INV.=17
5.01'8" CMP
8" C
MP8" CMP8" CMPINV.OUT=178.97' (W)INV.=161.35'INV.=170.02'18" CMPEND NOT FOUND
END NOT FOUND
END NOT FOUND
END NOT FOUNDEND NOT FOUND
CONC ISLAND
INV.=UNKNOWN
INV.=UNKNOWNINV.=194.91'
INV.=194.96'
MONR/W
R/W MON
MTL
MTLMTLMTL MTLCABLEMTL CABLEMTL
MTL
MTL MTLMTLMTL
MTL
MTLCABLE CABL E2254175.92
2262181.65
2265175.01
3085161.35
3791176.59
3792176.51
4755170.02
11855162.20
11856162.55
13165165.6513166165.6513168165.1013169165.55
13172165.0313173164.87
13174165.6013176165.72
13177166.2813179166.24
13180166.8013182166.76
13183167.62
13185167.60
13186167.9513188167.96
13189168.8013191168.76
13192169.5713194169.54
13197170.5413198170.49
13200171.5613202171.61
13203172.6713205172.67
13206174.0713208174.17
13209175.1313211175.14
13212176.3113214176.20
13215177.1513217177.29
13218178.1713220178.15
13221179.1213223179.19
13224179.9513226179.91
13227180.8813229180.92
13230181.4413232181.41
13235181.5413236181.51
13237182.2113239182.14
13240183.0313242183.18
13243183.8913245183.78
13246184.4713248184.44
13249185.1813250184.7813252185.1713253185.17
13255167.02
13258167.2413259166.7113260167.27
13261167.07
13262173.19
13264173.4613265173.0013267173.40
13268173.13
13270173.1113272172.8313273173.10
13274172.7813276172.8013278172.8113279172.85
13280173.0913281172.6913283172.8113284172.81
13285171.2313286171.2313287170.9013289171.35
13291170.9213292171.13
13302171.1613303170.7313305171.2313306171.23
13308176.2713309175.8813310176.34
13311176.7313312176.3113314176.78
13316180.3113317179.9713318180.30
13319180.8913320180.4013322180.91 ARBO RCONC R/W MON R/W MON
R/W MON
R/W MON
;;;;;;;CABLE16' CONC ROADWAYBENT ELEV.=190.70'BENT ELEV.=190.73'=190.80'BENT ELEV.=190.23'BENT ELEV.=190.56'ELEV.BENT =189.95'ELEV.BENT vv
vv vCONC
MON
MON
MON
MON
98.79 LT-EL- 12+42.56
75.51 LT-EL- 21+46.02
118.71 LT-EY1- 10+23.18 MONMOND
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
K
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 DESIGN09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00 ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NA50 25 50 100
50 25 50 100
10 5 10 20
2040
VICINITY MAP
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
DIVISION OF HIGHWAYS
1000 Birch Ridge Dr., Raleigh NC, 27610
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CONTAINED IN THE REQUEST FOR PROPOSALS
Prepared for the Office of:
2018 STANDARD SPECIFICATIONS
See Sheet 1A-1 For Sheet Symbology
TYPE OF WORK:
LOCATION:
CONTACT:
NCDOT
CONST.
2019
BEGIN PROJECT
END PROJECT
CONTRACT:DESIGN-BUILD AS SPECIFIED IN THE SCOPE OF WORK
P.E., R/W, UTIL.TIP PROJECT:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026_R5720_rdy_tsh.dgnSWEATHER8/18/2020NCDOT_pdf_color_eng_50.plt10:34:28 AMNCDOT_pshpfl.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:NASH COUNTY
STRUCTURE SITE 1
BARNHILL
CONTRACTING
COMPANY
4 5 6 7 8 9 10 11
12 13
14
16
17
18
19
20
21
23
24
TO ROCKY MOUNTTO NASHVILLE
(I-95)
-L2-
64
64
58
58
INTERSTATE
95
INTERSTATE
95
BEGIN CONSTRUCTION
-L1- STA. 10+33.86
BEGIN CONSTRUCTION
-L2SB- STA. 4+21.78
(I-95)
-L2-
15
TO WILSONTO US 64(RED OAK RD)-Y1-(REGENCY RD)-Y5-(FOREST VIEW DR)-Y4-(NCC ENTRANCE)-Y9-(EAST OLD SPRING RD)
-Y7-(S EASTPOINTE AVE)-Y1A-(KALMAR RD)-Y6-(OLD CARRIAGE RD)-L1-(ARROW RD)-Y11-(WESTRY RD)
-Y10-(FREIGHT RD)-Y15-TRAFFIC SIGNAL MODIFICATION
10
60
3
50
* TTST = 1%DUAL = 2%
URBAN ARTERIAL
RURAL ARTERIAL &
17,311
26,100U-5026/ R-5720PAUL ROBBINS, PE
SR 1003 (RED OAK ROAD) TO SR 1544 (HALIFAX ROAD)
SR 1770 (EASTERN AVENUE / SUNSET AVENUE) FROM
U-5026 / R-5720
22
25
26
27
28
TO RED OAKOCTOBER 15, 2019
OCTOBER 15, 2019 (3RD ST)-Y16-(POPE ST)-Y17-44033.3.3 N/A
-Y8-DIVISION PROJECT ENGINEER
RACHEL EVANS, PE
LENGTH ROADWAY -L1- (SR 1603) = 0.386 MILESC204412 END CONSTRUCTION
-L2SB- STA. 128+25.99
LENGTH ROADWAY -L2SB- (I-95) = 2.349 MILES
TOTAL LENGTH TIP PROJECT U-5026 / R-5720 = 6.633 MILES
ROCKY MOUNT
CITY OF
NASHVILLE
CITY OF
(EASTERN AVE)
-L-
(SUNSET AVE)
-L-
CSX RR
A PORTION OF THIS PROJECT IS LOCATED WITHIN THE MUNICIPAL BOUNDARIES OF THE TOWN OF NASHVILLE AND THE CITY OF ROCKY MOUNT.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III, EXCEPT AS NOTED IN THE RFP.
THIS IS A CONROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO THE INTERCHANGE WITH I-95.
NOTES:
BEGIN CONSTRUCTION
-L- STA. 13+65.29
END CONSTRUCTION -L- STA. 224+39.02
END TIP PROJECT U-5026
-L- STA. 18+60.00
BEGIN TIP PROJECT R-5720 -L- STA. 146+61.99
BEGIN TIP PROJECT U-5026
END TIP PROJECT R-5720
-L1- POT STA. 30+70.01
BEGIN TIP PROJECT U-5996
BEGIN CONSTRUCTION
-L1- POT STA. 30+70.00
END CONSTRUCTION
LENGTH ROADWAY -L- (SR 1770) = 2.425 MILES (R-5720)
LENGTH ROADWAY -L- (SR 1770) = 1.416 MILES (U-5026)
LENGTH STRUCTURES -L- (SR 1770) = 0.057 MILES (U-5026)RIGHT-OF-WAY / 60% ROADWAY PLANSSUBMITTAL DATE: AUGUST 18, 2020
S-013R1 - ROW / 60% ROADWAY PLANS
PHILLIP ROGERS, PE
John
Don
Railroad
C
sx
CR
CR
CRCRCR
(NOT TO SCALE)
N
NAD 83/2011
15" RCPDI
DI
15" RCP
DI
JUNCTION
POSSIBLE 15" RCPCONC MOUNTABLE CURB
CONC MOUNTABLE CURB
SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY
CURB
MOUNTABLE
CONC
VARIABLE WIDTH PAVED ROADWAY
BY1-226
2
5'
P
AVED ROADWAYHI
GHWAY US
6
4 RAMP 25' PAVED ROADWAYHI
GHWAY US 64 RAMP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
EASTERN AVENUE
AT US 64 (BUSINESS)
ADT
BUSINESSUS 64 2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
ENTRANCECENTER SHOPPING15600
4300 8200
2400 600
6100
16500 18600-Y1--L--L-SEE I
NSET ASTA.
1
4
+0
0.
0
0MATCHLINE -Y1-
INSET A
14867 14244
12489
4533 5789
3672244
4778
2019
4
MATCHLINE -L- STA. 24+00.00, SEE SHEET 5MATCHLINE -Y1- STA. 14+00.00TRAFFIC SIGNAL MODIFICATION
SHEET SHEET 47 FOR -Y1SPUR- PROFILE
SEE SHEET 46 FOR -Y1RPC- PROFILE
SEE SHEET 46 FOR -Y1RPB- PROFILE
SEE SHEET 46 FOR -Y1- PROFILE
SEE SHEET 29 FOR -L- PROFILE18" RCP-IV
2GI
24" RCP-IV
RETAIN
DETAIL 4-2
SEE SHEET 2D-1
SPECIAL CUT DITCH
0422
0423
0424
2GI-A
2GI-A014
EX01602020202EX0100EX
00
01
02
027
02
12'12'12'4'4'6
0'R
30'R5.5'-Y1- STA. 10+70.00
BEGIN CONSTRUCTION
12'12'12'12'12'16'4'16'4'14.5'12'6'6'4'
4'
EX. 22'EX.4'2'EX.4'4'6'6'14.5'4'EX.4'4'R 50'2'4'
14'
-Y1RPB- STA. 11+38.47
BEGIN CONSTRUCTION
-Y1RPC- STA. 12+17.85
END CONSTRUCTION 16.5'+22.43+14.93+65.11+14.93+85.69+71.63+26.72+34.24+60.52+60.52+74.30+04.14+50.82-Y1- POT Sta. 10+00.00
-Y1- Sta. 11+39.79 =
-Y1- STA. 12+51.27 =
-Y1RPC- PC Sta. 10+00.00
-Y1RPC- PT Sta. 11+37.66
-Y1RPB- POT Sta. 10+00.00
-Y1SPUR- POT Sta. 10+00.00 =
-Y1- Sta. 13+72.09, 22' RT
-Y1-
-Y1RPC-
-Y1
RP
B-
C
C
C
C
F
C
C
C
C
F
CRCRS
S
S
SvvCONC SW
30" CONC C&G
WOODS
CONC SW
30" CONC C&G
WOODS
CONC FLUME
RIP RAP
GR
CONC DITCH
CONC SW
RIP RAP
18" RCP 15" RCP
BST
15" RCP
S S
BST
30" CONC C&GCONC DITCH
CONC CONC
18" RCP
RIP RAP
CONC SW
12" STONE WALL
BST
RIP RAP
CONC
30" CONC C&G
BST
RIP RAP
CONC SW
SBST
WOODS
8" STONE
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY SR 1003 (RED OAK RD.) VARIABLE WIDTH PAVED ROADWAY2 3 4 5
6
7 8 9 10
16
DI
15" RCP
DI
18" RCP
POSSIBLE JB
18" RCP
8" DIP8" DIP 8" HDPE8" DIP 8" DIP15" RCP
15" RCP
15" R
CP
8" HDPE
8" HDPE
18" RCP
8" HDPE24" RCP18" RCP
15" RCP
24" RCP
CUL1
CUL2
CE1
HW1
CUL3 CUL4
CE2
HW2
DI
CONC DITCH
DI
DI
8" HDPE
DI
DI
30" CONC C&GBL-102
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
BL-101
CONC MEDIAN
1-6X4 BARREL
HH
T
T T T HH
HH
HH
HH
HH
HH
HH
BFP
Century Link
6 ", PLASTIC, CITY OF ROCKY MOUNT
Century Link, TOLL
Conterra Ultra Broadband LLC
12 ", AC, TOWN OF NASHVILLE AT&TAT&T4 ", PLASTIC, CITY OF ROCKYMOUNT
BFP
WATERVAULT
EIP
S 33°03'00" W832.38'4.38' EIP TO R/WPB 28 PG 90
35' SEWER EASEMENT
EIP
EIP
EIPS 14°47'06" W134.20'N 87°22'27" W
137.62'S 04°38'33" W134.78'2.30' EIP TO R/WEIP
S 04°28'27" W295.32'S 89°17'30" E
85.72'1.42' R/W TO EIPS 89°17'30" E
242.46'S 00°30'35" W293.83'S 89°17'49" E
7.54'
N 89°29'40" WS 00°32'01" W189.47'N 89°28'59" W
229.92'
N 89°29'50" W
97.65'N 00°27'30" E169.68'S 88°57'40" E
15.06'
S 00°46'47" W
20.40'
EIP
EIP
EIP EIP EIP
EIP
S 27°59'44" W330.92'MON
MON
N 33°18'42" E579.77'0.83' R/W TO EIPMON
MON
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W EXISTING R/WE
XIS
TI
NG
R/WEXISTING R/W
EXISTING R/W
R/W VARIES
60.00'20' SEWER EASEMENT46' ACCESS EASEMENTCLARENDON RD.74.16 LT
-EL- 9+91.14 98.79 LT
-EL- 12+42.56
75.51 LT
-EL- 21+46.02
118.71 LT
-EY1- 10+23.18
1SBK BUS
1SBK BUS
BST
BST
WOOD
S
LS
HH
F
OHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh4.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:45:46 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
DB 1706 PG 925
PB 25 PG 245
DB 2868 PG 182
MBLT, LLC
PB 28 PG 90 DB 2781 PG 562
SAPONY CREEK PROPERTIES, LLC DB 2745 PG 458 DB 1948 PG 539
JSG INVESTMENT CO., LLC
PB 16 PG 455
DB 1858 PG 522
PB 25 PG 280
AUTOZONE, INC.
DB 2781 PG 562
SAPONY CREEK PROPERTIES, LLC
DB 2790 PG 22
PB 37 PG 68
WHLR-NASHVILLE COMMONS, LLC
WILLIAM F. GLOVER
DB 2331 PG 670
PB 25 PG 280
SIXTY-FOUR AND E AVE, LLC
DB 2344 PG 964
PB 25 PG 280
MURPHY OIL USA, INC
PB 37 PG 68
PB 37 PG 68
DB 1006 PG 406
DORIS L. FISHER
DB 2162 PG 433
PB 13 PG 296
EASTERN NASH, LLC
ESTATE CO., INC.
CAVALIER REAL
CB CB
CB
CB
DI
CB
GRADE TO DRAINDI
CB
CB
RETAIN
CB
RETAIN
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
15" RCP-I
V
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
RCP-IV
18"
18" RCP-IV 15" RCP-IV
30" RCP-IV
24" RCP-IV
24" RCP-IV36" RCP-
I
V15" RCP-IV
15" RCP-IV
36" RCP-IV
CB
0401
0402
DI
0403
0404
0405
04070406
0408
0410
0409
0411
0412
0413
0415
0416
041430" RCP-IV0418
DI
15" RCP-IV DI
0417
0419
EST 29 SY GF
EST 15 TONS
CLASS 1 RIP RAP
RCP-I
V36"
36" RCP-I
V24" RCP-IV
24" RCP-IV
15" RCP-IV
DETAIL 4-1
SEE SHEET 2D-1
EST 70 SY GEOTEXTILE
EST 85 TONS CLASS 'I' RIP RAP
HOLE STABILIZATION
BANK AND SCOUR
RETAIN
2GI-A
30" RCP-IV
2GI-A
2GI-A
0425
4
5
92
6
17102020202025025 0250250280001E
X
0102020140
2
03
04050607EX028EXEXEXEXEX12'12'12'12'12'1
2'
12'
5.
5'
5.
5'50'R2'-6" C&G
2'-6" C&G2'-6" C&G1'-6" C&G
1'-6" C&G
5
0'R
8:1 12'4'
4'
12'+4
8
4'
4'
4'12'
4'16'
2.
7
5'24'EX.4'12'12'4'EX.4'9'4'12'12'12'12'12'12'12'12'12'12'12'2'-6" C&G2'-6" C&G 10'243' TAPER 4
5'R
12'12'12'18'12'12'12'12'45'R45'R
CONC.
ASPH.
-Y1- STA. 18+86.29
END CONSTRUCTION
-Y1SPUR- STA. 13+00.00
END CONSTRUCTION
24.5'35'TYP.19'TYP.
-L- STA. 13+65.29
BEGIN CONSTRUCTION
-L- STA. 18+60.00
BEGIN TIP PROJECT R-5720
+65.29+73.24+60.00+60.00+77.19+82.27END 2'-6" C&G
+11.96,
BEGIN 2'-6" C&G
+63.88,+98.64+93.44+21.94+21.73+61.75+82.12END 2'-6" C&G
+13.59,
BEGIN 2'-6" C&G
+60.72,+92.18END 1'-6" C&G
+49.96,+50.00+49.32+50.09+7
5.
5
7
+0
8.
7
9
BEGIN 2'-6" C&G
+30.43,
+
03.15
+3
0.
4
3+37.45+04.20
+
76.60
BEGIN 1'-6" C&G
+00.52
BEGIN 2'-6" C&G
+10.00,
30'
R
100' TAPER
TYP.
R30'
39.2'
28'
42'-9"152015-Y1SPUR- PC Sta. 11+64.36
-Y1- PC Sta. 16+05.56
-Y1SPUR- PT Sta. 12+88.81
-Y1SPUR- POT Sta. 13+46.72
-L- Sta. 19+45.33 =
-Y1- Sta. 18+16.39
-Y1- POT Sta. 21+00.00
-Y1-PT Sta. 19+15.23
-L- POT Sta. 10+00.00 -Y1SPUR-20CR CR
PI Sta 10+69.97
D
L = 137.66'
T = 69.97'
R = 312.00'
-Y1RPC-
-Y1-
DS = 40 MPH
SE = 4%
SE = EXIST.
-L--Y1--Y1SPUR- PI Sta 17+63.92
D
L = 309.67'
T = 158.37'
R = 600.00'
PI Sta 12+27.33
D
L = 124.46'
T = 62.98'
R = 330.00'
SE = EXIST.
F
F
FF
F
F
F F
F
FF
F
F
C CCCF
18" RCP
CB
BLK WALL
CB
TO OPEN
INV=UNK-UNABLE
15" RCP
15" RCP
15" RCP 18" RCP 18" RCPCB
CB
TOP=177.22'
DI
CB
RCP
24" 42" RCP30" C&GCONC MOUNTABLE CURB24" C&G30" C&G30" C&GCB
CB
RIP RAP
BST
24" CONC C&G
30" CONC C&G
CONC SW
CONC
BST
30" CONC C&G
RIP RAP
S
30" CONC C&G30" CONC C&GSCONCCONC SW
CB
CB
CONC SW30" CONC C&G30" CONC C&GBST
S
LTCB
HEDGEROW
CONC
LP
30" CONC C&G
CONC SW
BST
30" CONC C&G
24" CONC C&G
10" CONC BLOCK
CONC SW
24" CONC C&G
30" CONC C&G
CONC
BST
30" CONC C&G
24" CONC C&G
CB CB
CB CB
CONC30" CONC C&G30" CONC C&G24" CONC C&GCONC SWS
30" CONC C&G
30" CONC C&G
BSTBST
RIP RAP LTCONCBSTLT
BSTBSTSR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
11
13
14
15
17
18
19
20
21
12
CB
CB
CUL1
CE1
HW1
18" RCP
15" RCP
15" RCP
15" RCP
TOP=177.21'
CB
2
4" R
CP
18" RCP
18" RCP 18" HDPE
24" RCP
18" RCP
24" RCP
15" RCP
24" RCP
36" R
CP24" RCP36" RCP
18" RCP
18" RCP
8" HDPE8" HDPE8" HDPE8" HDPE8" HDPE
18" RCP 18" RCP
CB
CB
CB
DI
CB
CB
CB
CB
DI
CB
48" RCPCB
24" RCP
CB
18" RCPDI
48" RCP
15" HDPE
CB
30" RCPBL-104
CONC MEDIAN
BL-103
THH
C
T
THH
HH
T
HH
T
T
S
T
HH
HH
FOAMP
HH
HH
HH
HH
HH
HH
BFP
2 ", PLASTIC, CITY OF ROCKYMOUNT
2 ", PLASTIC, CITY OF ROCKYMOUNTConterra Ultra Broadband LLCCentury Link, TOLL
Century Link SUDDENLINK
Century Link2 ", PLASTIC, CITY OF ROCKYMOUNT2 ", PLASTIC, CITY OF ROCKY MOUNT
2 ", PLASTIC, CITY OF ROCKYMOUNT
TOWN OF NASHVILLETOWN OF NASHVILLECentury LinkCentury LinkS 00°30'35" W500.00'S 00°30'35" W
14.05'
S
3
1°0
0'3
6
"
E
97.5
5'S 00°34'07" W92.37'N 89°29'40" W
240.05'
EIP
5' DRAINAGE & UTILITY EASEMENT
5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT80.00'
S 89°30'30" E
219.46'S 00°29'30" W222.87'40'X40'SIGN EASEMENT
EIP
EIPEIP EIP EIP EIP EIP
EIPN 00°32'24" E505.25'5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTN 00°29'47" E290.98'S 89°30'20" E
165.00'
5' DRAINAGE & UTILITY EASEMENT N 00°30'59" E255.33'N 29°42'56" E412.26'EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
R/W VARIES
R/W VARIES
R/W VARIES
5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTUTILITY EASEMENT
DRAINAGE EASEMENT DRAINAGE EASEMENT
46'
A
C
C
E
S
S
E
A
S
E
ME
N
T
5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT
S NORTH EASTPOINTE AVESOUTH EASTPOINTE AVEEXIS TIN G R/W(GAS PUMPS)
MTL CANOPY
2SBK BUS
BST
1SBK BUS
1SBK BUS
(WALMART)
1SBK BUS
1SBK BUS
EOIEOIMTR
C
OUTLET
LS
LS
OUTLET
LSLS2" PLASTIC24 FO24 FO100 PR2" PLASTIC24 FP2" PLASTIC24 FO
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
1500 700
6000 1300
7600
AT NORTH/SOUTH EASTPOINTE AVE.AVE.EASTPOINTENORTH AVE.EASTPOINTESOUTH 2500
13100
-L-
EASTERN AVENUE (-L-)
ADT
400
2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
400 200
400 1500
1900
ENTRANCEWALMART DRIVEWAYCAREAUTUMN 1400013100
-L--L--Y2-EASTERN AVENUE (-L-) AT
AUTUMN CARE (-Y2-)/WALMART ENTRANCES
ADT
2040
18600
-L-
2019
4261409
2043
13487 5270 661 7896
6139
2019
7896 309
600
509
109
1317 8613
1626
5
MATCHLINE -L- STA. 24+00.00, SEE SHEET 4MATCHLINE -L- STA. 37+00.00, SEE SHEET 6TRAFFIC SIGNAL MODIFICATION
SEE SHEET 47 FOR -Y2- PROFILE
SEE SHEET 47 FOR -Y1A- PROFILE
SEE SHEET 29 FOR -L- PROFILE
DB 2141 PG 445
PB 32 PG 279
STATE EMPLOYEES CREDIT UNION
DB 2648 PG 815
PB 34 PG 182
DB 2807 PG 821
PB 37 PG 242
3MR LIMITED PARTNERSHIP
DB 2767 PG 975
MORRIS L. YOUNG
PB 36 PG 3
DB 1294 PG 165
NASH CO. ABC BOARD
DB 2815 PG 109
OHI ASSET (NC) NASHVILLE, LLC
PB 18 PG 22
3MR LIMITED PARTNERSHIP, LLC
MB 35 PG60
DB 2648 PG 815
3MR LIMITED PARTNERSHIP
DB 2344 PG 964
PB 25 PG 280
MURPHY OIL USA, INC
PB 37 PG 68
DB 2162 PG 433
PB 13 PG 296
EASTERN NASH, LLC
DB 2790 PG 22
PB 37 PG 68
WHLR-NASHVILLE COMMONS, LLC
DB 2387 PG 736
WALMART REAL ESTATE BUSINESS
PB 35 PG 60 & 61
CB
CB
CB
CBCB
CB
CBCB
CB CB
CB18" RCP-IV
CB
CB CB
CB
DI
CBCB
CB
CB
CB
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
DI
RETAIN
RETAIN
RETAIN
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV
18" RCP-I
V15" RCP-IV 15" RCP-IV
RCP-IV
15"
15" RCP-IV
0528
0527
0526
0525 0524
0520
0521
0523
CB
0522
18" RCP-IV
0501
CB
15" RCP-IV
0534
CBCB
0535
0502
0511
0504
0503
15" RCP-IV
0540
CB
0510
0509
0508
0507
CB
24" RCP-IV
0518
0539
CB
0517
0516
0515
0514
15" RCP-IV
15
" RC
P
-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
0505
0506
RCP-IV
15"
0532
0531
0530
0529
15" RCP-IV
CB
0541RCP-IV15" 15" RCP-IV
CB
RCP-IV
15" RETAINRETAIN
RETAIN
DI
CB
RCP-IV
15"
GRADE TO DRAIN
2GI-A
DETAIL 5-1
SEE SHEET 2D-1
TOE PROTECTION
RCP-IV 15" 0537
0538
0536
0512
0513
0519
24" RCP-IV
0542
7
8
93
94
95
96
92
6
171
9
EX. R/W
83.00' RT
-L- +01.00
EX. R/W
67.62' RT =
-L- +53.00
91.00' RT
-L- +73.00025025 0250250202025025025025004 001
00
003
EX
01
02
01
02
01
01
02 02
EX EX
033 034
03 03
02 02
0101
EX EX
EX12'12'12'6'12'12'12'12'12'12'12'5
0'R
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G 2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
1'-6" C&G
1'-6" C&G 450' STORAGE
3
5'R-Y2- STA. 10+42.30
BEGIN CONSTRUCTION
40'R
40'R2
0'R13.7'
17.5'12'12'100' TAPER
12'12'12'12'12'100' TAPER
100' TAPER
100' TAPER 12'12'12'12'5' CONC. S/W
R200'
12'12'12'R5 0'6'
12'12'
12'12'12'
3.5'
5'12'12'12'5' CONC. S/W12'12'12'12'12'12'12'6'12'12'12'12'12'12'12'12'12'+0012'12'12'12'R35'12'138' TAPER
5' CONC. S/W
5' CONC. S/W
R10
0'ASPH.ASPH.12'10'R20'R100' TAPER 12'12'12'5.5'175' TAPER
5.5'-Y1A- STA. 10+23.46
BEGIN CONSTRUCTION
-Y1A- STA. 13+20.15
END CONSTRUCTION+50.00+59.10+70.00+50.00+32.31+70.00+33.33BEGIN 1'-6" C&G
+70.00
END 2'-6" C&G
+82.10,
2'-6" C&G
BEGIN
+05.25,
END 2'-6" C&G
+84.15,
BEGIN 2'-6" C&G
+38.76,+76.77END 1'-6" C&G
+19.00,+34.18+19.00+18.71+71.30+00.00+00.00+00.00+88.28+22.74+29.48+86.55END 2'-6" C&G
+67.97,
BEGIN 2'-6" C&G
+88.29,+62.65+62.65+81.18+65.45+59.68+62.65BEGIN 2'-6" C&G
+51.59
+85.72
+70.44 +56.38+81.05+06.71+69.74+21.58+08.92+24.21BEGIN 2'-6" C&G
+61.58,
END 2'-6" C&G
+07.89,
55'R
RETAINING WALL
+97.00 END
RETAINING WALL
+63.83 BEGIN
END 2'-6" C&G
+42.30,
BEGIN 2'-6" C&G
+42.30,+82.58BEGIN 2'-6" C&G
+62.76,
R30'R
3
0'
55'R
40'R
+81.19
CAT-17'R25'R25'R 8'R
+77.43R20'END 2'-6" C&G
+42.58,
+29.89
R 55'
+70.00
+40.57
R 55'+00.004.5'R50'
21'-2"
51'-0"28'-2"20'-4"
50'-4"
R 20'
10'R105'+54.40
R
5'5' CONC. S/W28'
R5'
R40'
-Y2- POT Sta. 11+59.05
-L- POT Sta. 34+33.27 =
-Y1A- POT Sta. 10+00.00
-Y1A- PT Sta. 11+65.27
-L- PT Sta. 29+05.04 = 253035-L- PC Sta. 25+56.48
-L- PRC Sta. 27+22.26
-L- PT Sta. 29+72.37
-L- PC Sta. 31+24.31
-L- PRC Sta. 32+91.57
-L- PT Sta. 34+56.18
-Y2- PC Sta. 10+00.00
-Y2- PT Sta. 11+24.39
-Y1A- POT Sta. 14+80.46
C
R CRCRCRCR
CR CRC
R CRCRCRCRCRCRPI Sta 10+66.64
D
L = 124.39'
T = 66.64'
R = 140.00'
-Y2-
-L-
SE = NC
-L--Y1A--Y1A--Y2-
L = 165.79'
T = 82.89'
R = 11,500.00'
L = 250.11'
T = 125.06'
R = 11,500.00'
L = 167.26'
T = 83.63'
R = 7,300.00'
L = 164.61'
T = 82.31'
R = 7,300.00'
SE = NC
DS = 60 MPH
SE = NC
DS = 60 MPH
SE = NC
DS = 50 MPH
SE = NC
DS = 50 MPH
PI Sta 26+39.37 PI Sta 28+47.32
D D
PI Sta 32+07.94
D D
PI Sta 33+73.88
F F
F
F
F
F
F
F
F
F
F
F
F
F F
C
C
F
C
C
FF
C
C
F
C
CF
F
F F C F
F
F
F
F
F
PA- ISOLATED POND
U-5996/ R-5720
PB- ISOLATED POND
U-5996/ R-5720NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh5.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:08 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
SURVEYED BY OTHERS 15" RCP15" RCPS
18" RCP8
" HDP
EINV IN=142.33'
INV OUT=142.23'GRS1SBKDSGR
WOODS
72" WD
2SFD
BST
CONCCONC SW1SBKD1SFDWOODSWOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GR
1SBKBUS
SOIL
GR
CONC
15" RCP
GR
CONC
15" RCP
WOODS WOODS
36" MTL WW WOODS
12" RCP
GR
WOODS
WELL
WOODS
WOODS
WOODS
BST
WOODSWOODS GR
S
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
FOREST VIEW DR. REGENCY DR. 20' PAVED ROADWAY22
23
24
25 26
27
28
29
30
31 32
33
34
35
DI
10" CONC WW
18" CONC HW
CUL2
15" RCP
8" HDPE 8" HDPE8" HDPECUL1
CUL2 CUL3
CUL4
CE1
HW1
CUL5
CUL6 CUL7
CUL8
CE2
HW2
8" CONC WW
16" CONC HW8" CONC WW
16" CONC HW
8" CONC WW
8" CONC WW
48" RCP18" RCP
2-5X8 BARRELS
24" CONC BLOCK
CB
BL-105 BL-106
BL-107
T
T
T T
ABANDON 2 ", PLASTIC, CITY OF ROCKYMOUNTCentury Link
16 ", DIP, TOWN OF NASHVILLE
12 ", AC, TOWN OF NASHVILLE TOWN OF NASHVILLECentury LinkSUDDENLINK2 ", PLASTIC, CITY OF ROCKYMOUNT
EIP
S 09°32'10" W144.78'S 09°32'10" W784.70'N
80
°27
'50
" W
150
.10
'
S
79
°17'50
" E
231
.46
'S 12°52'10" W38.00'S 00°02'10" W232.95'EIP EIP
N 89°57'50" W
200.00'S 00°02'10" W231.55'S 00°45'41" W373.86'1.41' R/W TO EIPS 89°18'04" E S 01°24'19" E374.75'EIP
EIP
EIP
S
2
2
°
3
0'
3
9
" E5
2.
0
7'S 18
°35'56" E136
.06'S
18
°35'56" E60.
2
0'
N 80°25'48" E
62.00'S 43°12'10" E52.10'PROPERTY LINE IS CENTERLINE OF DITCHN 10°03'25" E153.25'N 18
°49'11" W6
7
.30'
N 43°12'46" W
30.47'N 70°15'25" E
867.16'
N 70°18'01" E
80.98'N 00°55'49" E514.18'EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
R/W VARIES
60.00'60.00'40
.00
'
60.00
'
UTILITY EASEMENT 20' SEWER EASEMENT0.42' EIP TO R/WPASTUREWOODSBY4-227BY4-2281SFD
BST
1SFD2SFD
1SBKD
8" DIP2" PLASTICHH
24 FO S 00°25'15" W250.32'S 79°12'39" W
79.30'N 69°13'09"
W
193.01'
EXISTING R/W
EASTERN AVENUE
ADT
2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
300
700 300
1000
AT REGENCY DR.DR.REGENCY 14000 13600
2019
609
909
8613 8304
6
SEE SHEET 44 FOR -RAB1- PROFILE
SEE SHEET 48 FOR -Y5- PROFILE
SEE SHEET 47 FOR -Y4- PROFILE
SEE SHEET 29 & 30 FOR -L- PROFILE
SEE SHEET 7MATCHLINE -L- STA. 50+00.00,MATCHLINE -L- STA. 37+00.00, SEE SHEET 5KIRBY A WINSTEAD, ET UX
DB 1625 PG 466
PB 3 PG 86
PB 35 PG 82
DB 2387 PG 736
WALMART REAL ESTATE BUSINESS
PB 35 PG 60 & 61
DB 3010 PG 315
BRIAN PULLEN
DB 867 PG 667
ROY H. BONE, JR.
DB 1730 PG 690
RONNIE P. BURNETTE, ET UX
DB 2186 PG 760
DB 2851 PG 321
LOUISE F. GOLDSTON FAMILY PARTNERSHIP, NO. 1
THE JAMES D. GOLDSTON, JR &
DB 2791 PG 806
PROPERTIES, LLC
NASH MB
3MR LIMITED PARTNERSHIP
JSR PARTNERS, INC.
PB 41 PG 132
DB 2913 PG 196
DB 1140 PG 506
J. MICHAEL EVANS
PB 18 PG 22
DB 2815 PG 109
OHI ASSET (NC) NASHVILLE, LLC
PB 18 PG 22
DB 528 PG 339
RONNIE P. BURNETTE
DB 2503 PG 537
JULIE H. OGBURN
CB
CB
CB CB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT48" RCP-IV2GI
0602
0606
0601
0604 0620
0621
0605
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
0630 0629
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
0627
CB
0628
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
DI
0615 15" RCP-IV 0617
CB
0614
0618
DI
15" RCP-IV
CB
0622
0624
0610
0616
0625
0623
0626
CB
CB
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB
0612
0611
CB
0613
0619
15" RCP-IV
RCP-IV
15"
RCP-IV
15"
0631 0632 0633
0634
0635
0636
0637
RCP-IV
15"
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
RCP-IV
15"RCP-IV15" RCP-IV
48"
18" RCP-IV 18" RCP-IV 18" RCP-IV
DETAIL 6-4
SEE SHEET 2D-1
EST 75 SY GF
EST 40 TONS
ON BANKS ONLY
CLASS I RIP RAP
OUTLET PROTECTION
DETAIL 6-2
SEE SHEET 2D-1
EST 30 CY EXCAVATION
EST 70 SY GEOTEXTILE
EST 65 TONS CL 'I' RIP RAP
CHANNEL IMPROVEMENTS
CULVERT DOWNSTREAM
DETAIL 6-3
SEE SHEET 2D-1
CHANNEL BLOCK
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 6-1
SEE SHEET 2D-1
EST 40 CY EXCAVATION
EST 65 SY GEOTEXTILE
EST 60 TONS CLASS 'I' RIP RAP
CHANNEL IMPROVEMENTS
CULVERT UPSTREAM
15" RCP-IV
CB
DI
06310632
CB 0603
DI
15" RCP-IV RCP-I
V1
5
"
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
RCP-IV
15" RCP-IV48" EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
HW
RCP-IV
15"
2GI
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
0608
15" RCP-IV
EACH END
W/ 1' SILL ON
BURIED 1'
10'X7' RCBC
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 5-1
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 6-7
SEE SHEET 2D-1
BEHIND RETAINING WALL
CONCRETE DITCH
18" RCP-IV
9
10
11
12
13
14
15
97
98
99
100
96
117
01
004
02502500300
EX
01 01
0202
03
04
EX
03
02
04
03
04
03
02
02
0250250202502502
02
12'12'2'-6" C&G
2'-6" C&G 2'-9" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G300'R10'450' STORAGE
8:1
4'10'-Y4- STA. 11+00.00
END CONSTRUCTION
-Y5- STA. 10+71.13
BEGIN CONSTRUCTION
175'R
G&C "6
-'2
14
'
14'
R 120'
R 120'
6'15'15'R 90'
R
9
0'
5' CONC. S/W
END 2'-6" C&G
EX
.100' TAPER
12'12'12'12'12'12'R 3000'12'12'R
90'R 120'13'13'R120'
MIN.17'14'12'12'12'12'4'12'12'R 90'R 120'
13 '
13 '4 '12'12'12'2'-6" C&G
R 300'
R 300'R 120'R
1
5
0'23'23'5.5'BEGIN 1'-6" C&G
+60.37,+02.37+27.00+50.48,
RETAINING WALL
+19.93, BEGIN
RETAINING WALL
+80.00, END +27.00+39.98, END +02.83+49.83+05.83+49.83
GREU TL-3
+74.46END 1'-6" C&G
+59.75,
BEGIN 2'-6" C&G
+76.53,+87.074'+47.62+25.28END 2'-6" C&G
+46.72,
END 2'-9" C&G
+68.42,
END 2'-6" C&G
+67.25,
R 1000'MI
N.2'2'2'-9" C&G
BEGIN
+90.35,300'RBEGIN 1'-6" C&G
+33.00,
END 2'-6" C&G
+93.17,
15:1
10'+56.9510'+10.0910'+00.68
CAT-1 4'+48.711:8R50'R20'
R30'
R30'
G&C "6-'2
DO NOT
DISTURB WELL
32'
16'-3"16'-6"16'-2"
26'-6"21'-6"
17'-5"16'-0"16'-0"-Y4- POT Sta. 10+00.00
-L- POT Sta. 40+66.32 =
-RAB1- PT Sta. 15+34.07
-RAB1- PC Sta. 10+00.00 =
-L- POT Sta. 46+60.33 =
-RAB1- POC Sta. 14+04.63
-Y5- POT Sta. 12+39.26 =
-RAB1- POC Sta. 12+55.64
-L- POT Sta. 48+30.65 =
-Y4- PT Sta. 12+17.12
-Y4- PC Sta. 10+35.19
-Y5- PT Sta. 11+82.23
-Y5- PC Sta. 11+55.66
-Y5- POT Sta. 10+00.00
-Y4- PT Sta. 11+50.92 404550-L- PC Sta. 38+49.78 -L- PRC Sta. 40+29.09
-L- PT Sta. 42+04.29
-L- PC Sta. 46+49.54
-L- PRC Sta. 47+62.02
-L- PT Sta. 48+97.83
R 300'
-L- SR 1770 (EASTERN AVE.)
PI Sta 10+93.69
D
L = 115.74'
T = 58.50'
R = 320.72'
-Y4-
-RAB1-
PI Sta 11+68.98
D
L = 26.57'
T = 13.32'
R = 153.00'
-Y5-
SE = EXIST.SE = NC
-L--Y4--
R
A
B1--Y5-PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
L = 179.31'
T = 89.66'
R = 8,500.00'
PI Sta 41+16.69
D
L = 175.20'
T = 87.60'
R = 8,500.00'
D
R = 300.00'
D
R = 300.00'
SE = NC
DS = 50 MPH
SE = NC
DS = 50 MPH
SE = NC SE = NC
PI Sta 39+39.44
D
PI Sta 47+06.45
L = 112.49'
T = 56.91'
PI Sta 48+31.11
L = 135.80'
T = 69.08'
F
F
F
F
C
C
C
F
C
F CF
F
F
F
C
C
F
C
FF
C
C
C
C
C
CCC C
C
C
C
CC
C
F
F
C
C
C
C
F
F
C
FF NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh6.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:28 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
GR
GR GR
WELL
GR
48" CHL12" RCP 12" RCP
15" RCP
1SFD
SOIL
WOODS
BST
SOIL
GR
GR
12" RCP
15" RCP
WOODS
GR
BST
CONC
15" CMP
72" CHL & 3SBW72" CHL & 3SBW(FOR GATE ACCESS)
SECURITY PIN PAD
SOIL
WOODS
MTL GATE SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
12" RCP
36
37
38
39
40
41
42
43
15" CMP
15" RCP
15" RCP
15" RCP
BL-108
GPS-3
R-5720
HH
T
T
T
T
ABANDON
C
Century Link
FO AMP
Conterra Ultra Broadband LLC
Century Link
EIP
EIP
S 00°32'19" W207.20'S 89°29'04" E
105.08'
S 89°29'04" E
104.92'S 00°30'56" W207.34'S 00°30'56" W207.49'0.09' EIP TO R/WEIP
S 00°27'05" W300.77'S 89°55'55" E
150.00'S 00°27'05" W299.86'0.14' EIP TO R/WEIP
EIPN 00°42'01" E362.87'1.57' R/W TO EIPN 00°57'01" E259.31'S 43°44'16" E
144.39'0.50' EIP TO R/WN 00°27'05" E2140.24'EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W60.00'60.00'1SBKD
1SBKD
1SFD DK
DK
CULTIVATED FIELD
(MINI STORAGE)
1STMTLBUS
(MINI STORAGE)
1STMTLBUS
HH
7
SEE SHEET 30 FOR -L- PROFILE
MATCHLINE -L- STA. 50+00.00, SEE SHEET 6MATCHLINE -L- STA. 63+00.00, SEE SHEET 8DB 2536 PG 697
JOE KEEL, ET UX
DB 1127 PG 89
JULIE C. HOWARD
DB 2186 PG 760
DB 1002 PG 495
ROBERT A. GLOVER, ET UX
PB 17 PG 77
DB 809 PG 643
DAVID L. WHITMAN HEIRS
ELLIS J. WATSON
NO DEED REFERENCE
3MR LIMITED PARTNERSHIP
DB 2503 PG 537
JULIE H. OGBURN
3MR LIMITED PARTNERSHIP
NO DEED REFERENCE
18" RCP-IV
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
HW
CB CB
0713
0701
071215" RCP-IV 15" RCP-IV
CB
0706
0704
15" RCP-IV EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
15" RCP-IV
CB0709
15" RCP-IV
CB
CB CB
0705 0708 0707
15" RCP-IV 15" RCP-IV
DETAIL 7-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 7-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
EST 39 SY GF
EST 20 TONS
CLASS I RIP RAP
0714
0715
0716
0717
0718
0719
0720
0722
STANDARD BASE DITCH
EST 295 CY EXCAVATION
DETAIL 7-2
DETAIL 7-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
15" RCP-IV
15" RCP-IV15" RCP-IV
L=495 FT, SLOPE=1.18%
SEE SHEET 2D-1 RCP-IV42" DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
RCP-IV
24"
DETAIL 8-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
16
17
15
18
100
101
102
103
575.00' RT
-L- +90.000250201000102025 025025025025020100010202502527'R
28'R
12'(TYP)
52'
(TYP)
2'-9" C&G
1'-6" C&G
1'-6" C&G
2'-9" C&G
100' TAPER
450' STORAGE
4'12'12'12'12'4'12'12'12'12'4'12'12'4'12'12'12'52'5.5'5.5'11'11'23'+65.00+30.47R 1000'+43.80+43.79+15.42END 1'-6" C&G
+39.06,+00.79+14.06+61.31BEGIN CURB TRANSITION
END 2'-9" C&G
+29.06,
TRANSITION
BEGIN CURB
END 1'-6" C&G
+20.47,
R 5'23'11'
11'
31'-6"
16'-8"
16'
16'-3"
16'
16'-2"
18'-6"
DO NOT
DISTURB WELL50 5560-L- PC Sta. 52+17.14
-L- PT Sta. 57+76.75
-L-
-L-
-L-
D
R = 7,200.00'
SE = RC
DS = 55 MPH
INC. = 40'/53'
PI Sta 54+97.08
L = 559.60'
T = 279.94'
571.00' RT
-L- +31.00
C
C C F C
C
C C
C
CCC
C
C
C
C
C
C
C
C
F
CC NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh7.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:46:47 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
18" RCP 18" RCPFES
DI
DI
15" RCP18" RCP18" RCPFES
FES
FES
FES
GR
GR
GR
(FOR GATE ACCESS)
SECURITY PIN PAD
CONC
CONC SW
S
BST
72" CHL & 3SBW
CONC SW
S S
CONC SW CONC SW
GR GR GR
CONC SW CONC SW
48" VINYL SPLIT RAIL
36" MTL
36" MTL
S
BST
18" RCP
LTS
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAYSR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
44 45 46 47 48 49
50
51
52 53
15" RCP15" RCP15" CMP
15" CMP15" RCP15" CMP
15" CMP GPS-4
R-5720
TT
C
Century Link
EIP EIP EIP
S 00°27'05" W285.09'S 89°32'55" E
150.07'S 00°27'05" W285.30'0.09' R/W TO EIP0.30' R/W TO EIPS 00°27'05" W
15.00'
S 89°32'55" E
150.00'S 00°27'05" W300.57'5' DRAINAGE & UTILITY EASEMENT
S 89°31'54" E
149.97'S 00°27'05" W300.00'0.92' R/W TO EIP10' DRAINAGE & UTILITY EASEMENTS 00°27'05" W301.24'S 89°32'55" E
150.00'10' DRAINAGE & UTILITY EASEMENTS 89°32'55" E
150.00'S 00°27'05" W301.56'10' DRAINAGE & UTILITY EASEMENTS 00°27'05" W451.79'N 89°33'03" W
260.30'S 00°34'02" W150.01'10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENT30' PARKING & ACCESS EASEMENTS 00°26'57" W501.80'15' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT
S 00°27'05" W301.96'N 89°32'55" W
150.00'S 00°27'05" W302.28'10' DRAINAGE & UTILITY EASEMENT10' DRAINAGE & UTILITY EASEMENTN 00°36'03" E604.64'N 00°36'03" E429.93'S 89°23'57" E
110.00'
EXISTING R/W
EXISTING R/W
60.00'60.00'GR
72" CHL & 3SBW1STMTLBUS
(MINI STORAGE)
1STMTLBUS
1STMTLBUS (MINI STORAGE)1STMTLBUS
GR
GR
GR
1STMTLBUS 1STMTLBUS 1STMTLBUS
1STMTLBUS
GR
GRGR
1STMTLBUS
HTR
HTR
MTR
MTR
MTR MTRMTR
MTR
MTR
8
SEE SHEET 30 & 31 FOR -L- PROFILE
MATCHLINE -L- STA. 63+00.00, SEE SHEET 7MATCHLINE -L- STA. 76+00.00, SEE SHEET 9DB 1002 PG 495
ROBERT A. GLOVER, ET UX
DB 1002 PG 495
ROBERT A. GLOVER, ET UX
PB 21 PG 159
DB 2419 PG 993
PB 26 PG 240
DB 1001 PG 765
ROBERT A. GLOVER, ET UX
PB 24 PG 98
DB 1507 PG 997
CLIFTON K. GLOVER, ET UX
PB 23 PG 298
DB 1001 PG 765
ROBERT A. GLOVER, ET UX
PB 26 PG 241
DB 1804 PG 875
PB 32 PG 186
CLIFTON K. GLOVER
ROBERT A. &
DB 2111 PG 949
CLIFTON K. GLOVER
ROBERT A. &
DB 2048 PG 821
PB 31 PG 231
ROBERT A. GLOVER, ET UX
DB 1139 PG 512
PB 31 PG 231
3MR LIMITED PARTNERSHIP
NO DEED REFERENCE
EAST COAST EQUIPMENT PARTNERS, LLC
DB 2418 PG 293
PB 36 PG 86
DB 1074 PG 242
PB 11 PG 361
OLLIE A. BASS, JR.
CLIFTON K. GLOVER
ROBERT A. &
CLIFTON K. GLOVER
ROBERT A. &
25A
PB 32 PG 186
DB 2111 PG 949
DB 1804 PG 875
PB 24 PG 269
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
0804
0802
0801
0805
0808
0809 0810
15" RCP-IV
15
" RC
P
-IV 15" RCP-IV
0814
0812
DI
15" RCP-IV EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
EST 30 SY GF
EST 9 TONS
CLASS B RIP RAP
0813 DETAIL 8-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
GTD
15" RCP-IV 15" RCP-IV
0806
0807
2GI
24" RCP-IV
JB w/MH
TO JB
OF EACH PIPE TO TIE
REMOVE APPROX. 18LF
RETAIN (2) 18" RCP
0815
24" RCP-IV
18" RCP-IV
2GI D
DETAIL 8-3
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 8-3
SEE SHEET 2D-1
SPECIAL CUT DITCH
36" RCP-IVJB w/MH
15" RCP-IV
HW
15"
RCP-IV
0819
0818
0817
0816
36" RCP-IVDI
19
20
21
22
23
24
25
26
27
103
104
26
25A
105
02502502502527'R28'R 12'12'4'12'12'4'22'12'12'1'-6" C&G
1'-6" C&G
1
'-6" C&G
1'-6" C&G
100' TAPER450' STORAGE 4'8:1 10'12'12'12'R
700
'12'4'4'12'+8812'12'11'5.5'5.5'+27.79+40.27+85.52+00.79BEGIN 1'-6" C&G
+27.68,+57.79+57.79+45.94+94.59
CAT-1
+76.67
AT-1
RETAINING WALL
+43.00 END
RETAINING WALL
+07.00 BEGIN
+46.99+87.0112'23'+50.03+27.6738'
30'
30'
28'
40'-10"
28'-3"
24'657075-L- PC Sta. 65+51.05
-L-
-L-
D
L = 1,093.24'
T = 547.03'
R = 11,500.00'
SE = NC
DS = 60 MPH
PI Sta 70+98.08
C
F
F
C
CC
C
C
C
C
C
C
C
C
F
C C
C
C
C
F C
CNAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh8.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:03 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
15" CMP1SMTLBUS48" VINYL SPLIT RAIL
48" VINYL SPLIT RAIL LT S
GR
1SFBUS
1SFD
HTR
S
S
SOIL
SOIL
WOODS
S
MTL GATE
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
54
55
56
57
58
59
12" RCP
18" RCP
BL-109
BL-110
T
T
TC
T
WATER VAULT
16 ", DIP, TOWN OF NASHVILLE
2
",
PLASTI
C,
CI
TY OF ROCKYMOUNTCent
ur
y Li
nk16 ", DIP, CITY OF ROCKYMOUNT
POWER BOX
N 89°37'55" W
31.41'N 00°27'05" E41.10'5' DRAINAGE & UTILITY EASEMENT
EIP
EIPN 00°17'46" W302.53'
S 88°51'46" E
225.53'N 00°17'46" W250.00'N 00°17'46" WN 00°17'46" W
50.07'
N 88°51'46" W
50.53'
N 00°17'46" W
49.36'
0.62' R/W TO EIP
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
60.00'60.00'60.00'EIPS 89°37'58" E
334.99'EXISTING R/WEXISTING R/W60.00'
HTR
CEOIKALMAR RD.
VARIABLE WIDTH PAVED ROADWAYADT
2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
AT KAMLAR RD.
300 200
500
KAMLAR RD.13600 13500
EASTERN AVENUE
2019
8304 209 109 8204
317
9
SEE SHEET 48 FOR -Y6- PROFILE
SEE SHEET 44 FOR -RAB2- PROFILE
SEE SHEET 31 FOR -L- PROFILESEE SHEET 10MATCHLINE -L- STA. 89+00.00,MATCHLINE -L- STA. 76+00.00, SEE SHEET 8SEE INSET AMATCHLINE SEE INSET AMATCHLINE ROBERT A. GLOVER, ET UX
DB 1139 PG 512
DB 1074 PG 242
PB 11 PG 361
OLLIE A. BASS, JR.
DB 1074 PG 242
PB 11 PG 361
OLLIE A. BASS, JR.
DB 1080 PG 107
TOWN OF NASHVILLE
PB 16 PG 532
3MR LIMITED PARTNERSHIP
DB 1867 PG 1035
CAROLYN R. EGGERS
MB 38 PG 109
MB 16 PG 532
DB 1242 PG 630
DB 815 PG 561
CAROLYN R. EGGERS
MB 38 PG 109
MB 16 PG 532
DB 1242 PG 630
DB 815 PG 561
PB 24 PG 269
PB 24 PG 269
CB
CB
CB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
EST 21 SY GF
EST 8 TONS
CLASS B RIP RAP
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT RETAIN
15" RCP-IV
1
5
" RCP-
I
V30" RCP-IVw/MH
JB
CB
CB
0910
0913
0917
0918
15" RCP-IV
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB
0911
0914
EST 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
0916
0915
EST 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
0906
0912
0909
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB 15" R C P-IV
CB
0922
0921
CB
0908
0930
0924
CB CB
0929
0925
CB
15" RCP-IV
0926
CB
15" RCP-IV CB
0927
15" RCP-IV
CB0928
0905
0904
0907
0903
0901
0902RCP-IV
1
5
" RCP-IV 15" RCP-IV 15" R
C
P-I
V
1
5
"
RCP-IV 15" RCP-IV 15"
0931
DI
15" RCP-IV
DETAIL 9-2
SEE SHEET 2D-1
TOE PROTECTION
RCP-IV
15"
15" RCP-IV
DETAIL 9-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
0919
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
15" RCP-IV
EST 7 SY GF
EST 2 TONS
AT C/F TRANSITION
CLASS B RIP RAP
30" RCP-IV2GI
36" RCP-IV082036" RCP-IV28
29
29
105
105
107
169
0250201010002502502
02
EX EX
01
02025 025025020101020250012'12'4'12'12'4'4'
2'-6" C&G
2'-9" C&G
2'-
6
" C&G1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G
300'R300'R-Y6- STA. 11+48.91
END CONSTRUCTION
G&C "6-'2
G&C "6-'2
R 90'15'15'R 700'
R 350'23'12'
R 90'
R
120
'13'4'13'MIN.17'13'4'R 90'
R 90'
R 120
'38'41'
R 350'12'12'12'4'4'
12'
12'
END 2'-6" C&G
11'12'12'R 120'
250'R R 75'
R 120'12'
1
2'4'12'12'23'12'12'
8:1
52'
TYP.
R 300'R 300'
R 300'
R 300'+46.26+5
9
.
9
5
END 1'-6" C&G
+59.95,+59.72BEGIN 2'-6" C&G
+75.76,
1
4'
BEGIN 2'-6" C&G
+22.63,+93.85+31.14BEGIN 1'-6" C&G+32.33,
+
2
4.6
9
+
4
0.2
4
13'12'+35.57END 2'-9" C&G
+15.14,12'+11.48+05.29+49.0721'TYP.
BEGIN 2'-9" C&G
+44.94,
+22.22MIN.
END 2'-6" C&G
+63.68,
2'
2'
'522 R '57 RTRANSITION
BEGIN CURB
END 1'-6" C&G
+20.47,
20'-5"
20'
-RAB2- PT Sta. 15+34.07
-RAB2- PC Sta. 10+00.00 =
-L- POT Sta. 78+61.70 =
-RAB2- POC Sta. 12+94.57
-L- POT Sta. 80+31.59 =
-RAB2- POC Sta. 11+75.57
-Y6- PC Sta. 10+00.00 =
-Y6- PT Sta. 12+05.64
-Y6- POT Sta. 13+05.6480 85-L- PRC Sta. 80+24.99
-L- PRC Sta. 79+20.26
-L- PC Sta. 78+40.41
-L- PT Sta. 76+44.29
-L- PCC Sta. 87+14.40
-L-
-L--RAB2--Y6-PI Sta 11+03.01
D
L = 205.64'
T = 103.01'
R = 1,400.00'
-Y6-
SE = NC
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
-L--RAB2-
D
D D
R = 11,500.00'
SE = NC
SE = RC SE = NC
DS = 60 MPH
SE = NC
PI Sta 78+80.57
D
L = 79.84'
T = 40.16'
R = 300.00'
PI Sta 79+73.86
L = 104.73'
T = 53.60'
R = 200.00'
PI Sta 83+69.96
L = 689.41'
T = 344.97
R = 7,200.00'
PI Sta 97+10.99
L = 1.988.22'
T = 996.59'
D
L = 1,093.24'
T = 547.03'
R = 11,500.00'
SE = NC
DS = 60 MPH
PI Sta 70+98.08
DS = 55 MPH
F
F
F
F
F
F
F
F
F
C
C
C
C
F
C
CF
FC
C
F
F
C
F
F
C
C
F
S 89°32'55" EN 00°37'21" W
158.90'N 00°27'05" EN 00°37'21" W
129.13'NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh9.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:25 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
0821
EST 37 SY GF
EST 17 TONS
CLASS I RIP RAP
EST 2325 CY EXCAVATION
STANDARD BASE DITCH
SEE SHEET 2D-1
DETAIL 8-2
L=525 FT, SLOPE=0.99%
36" RCP-IV
SEE SHEET 2D-1
DETAIL 8-4
CLASS I RIP RAP
EST 35 TONS
52 SY GEOTEXTILE
OUTLET PROTECTION
508.44' RT
-L- +39.47
510.31' RT
-L- +18.63
511.83' RT
-L- +01.32
506.89' RT
-L- +56.00
1,065.84' RT
-L- +09.32
1,070.87' RT
-L- +56.56
NAD 83/ 2011
S
1SFD
GR
GR
48
" 3SBW
MTL
SOIL
8" RCP
15" RCP
S
WOODS
SOIL
SOIL
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
60
61
62
63
64
65
BL-111
BL-112
HH
T
T
T
Century Link
24" RCP
N 86°10
'07" W
297
.00
'S 00°55'53" W190.29'N 00°55'53" E2197.80'EXISTING R/W
EXISTING R/W60.00'S 06°55'22" W221.62'W
10
SEE SHEET 31 & 32 FOR -L- PROFILEMATCHLINE -L- STA. 89+00.00, SEE SHEET 9SEE SHEET 11MATCHLINE -L- STA. 102+00.00,DB 815 PG 561
CAROLYN R. EGGERS
DB 815 PG 561
CAROLYN R. EGGERS
PB 16 PG 532
3MR LIMITED PARTNERSHIP
DB 1867 PG 1035
CAROLYN R. EGGERS
MB 38 PG 109
MB 16 PG 532
DB 1242 PG 630
DB 815 PG 561
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAP
EST 21 SY GF
EST 8 TONS
CLASS B RIP RAP
24" RCP-IV30" RCP-IVFOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
1001
1003
1004
15" RCP-IV
DETAIL 10-2
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 10-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
15" RCP-IV 15" RCP-IV
15" RCP-IV
1005
1006
1007
30" RCP-IV
1002
DETAIL 10-2
SEE SHEET 2D-1
SPECIAL CUT DITCH
30
107
108
29 025025025025024'4'1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G4'12'12'23'12'12'4'12'12'23'12'12'16'
16'-8"16'-2"
16'
16'9095100-L-
-L-
D
R = 11,500.00'
SE = NC
DS = 60 MPH
PI Sta 97+10.99
L = 1.988.22'
T = 996.59'
C
C
C C C
C
C
C
C
C
C
CC
C
C
C
C
C
CC NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh10.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:47:40 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
18" RCPBSTvvWOODS
15" RCP
GR
SOIL
BOLLARDS
S
36" MTL
WOODS
LT 30" CONC C&G30" CONC C&GS
30" CONC C&G
SOILSHELLCASTLE RD. VARIABLE WIDTH PAVED ROADWAY66
67
68
69
70
71
15" RCP
24" RCP24" RCP
CB
CB
15" RCP
BL-112
BL-113 HH T
T
CC
16 ", DIP, CITY OF ROCKY MOUNT
CITY OF ROCKYMOUNT6 ", PLASTIC, CITY OF ROCKYMOUNT
ONLY 1 CATV PED ON RECORDS
T-PED NOT FOUND
4 ", PLASTIC, CIY OF ROCKYMOUNTCentury LinkSUDDENLINK
S 03°25'42" E279.61'4.21'
R/W TO EIPEIP
5' NON-ACCESS EASEMENTEIP
EIPEIP
N 00°27'11" E370.53'N 00°27'11" E370.21'S 89°32'49" E
150.16'10.24' R/W TO EIPN 03°25'42" W297.18'
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/W60.00'60.00'60.00'
60.00'10'X70' SDE10'X70' SDE
SI
GN
E
AS
E
ME
NT
&
U
T
IL
IT
Y
E
A
S
EM
E
N
T5'X
20' D
R
A
INA
G
E
AND UTILITY EASEMENT
5'X20' DRAINAGE
CULTIVATED FIELD
WOODS
CULTIVATED FIELDEXISTING R/W
EGGERS RDSI
GN
E
AS
E
ME
NTEIPEIPN 49°57'40" E92.94'N 51°22'40" E
77.22'22.78'32.77'
N 59°22'40" E
112.89'
N 59°22'40" E
199.85'
N 69°22'40" E
174.70'
N 59°22'40" E
17.55'
S 72°21'04" W
193.00'N 01°05'24" E225.77'N 3
0°3
6'16" W18
8.7
4'
N 35°16'40" W19
7.30'S 08°47'23" E198.47'SSS
EXISTING R/W
60.00'S R 1145 EAS T OLD SP RING HOP E RD. 20' PAVED ROADWAYBY7-232
24 FO
50 PR 2" PLASTIC8" DIPEASTERN AVENUE
ADT
2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
900 3200
4100
AT OLD SPRING HOPE RD.HOPE RD.OLD SPRING1580013500
EASTERN AVENUE
ADT
100
2040
EASTERN AVE.
SR 1770
200
100 200
300
300
15800
AT SHELLCASTLE RD.RD.SHELLCASTLE 15900
2019
2019
8204 717 2561
3278
10048
EASTERN AVE.
SR 1770
10048 10148
11
SEE SHEET 12MATCHLINE -L- STA. 115+00.00,SEE SHEET 10MATCHLINE -L- STA. 102+00.00,SEE SHEET 50 FOR -DRIVE1- PROFILE
SEE SHEET 48 FOR -Y7- PROFILE
SEE SHEET 44 FOR -RAB3- PROFILE
SEE SHEET 32 FOR -L- PROFILE
MATCHLINEINSET B
SEE INSET BMATCHLINE
DB 815 PG 561
CAROLYN R. EGGERS
DB 815 PG 561
CAROLYN R. EGGERS
DB 815 PG 561
CAROLYN R. EGGERS
DB 2394 PG 596
DIXIE PLACE LAND, LLC
PB 35 PG 318-320
PB 20 PG 270
RONALD E. EGGERS, ET UX
DB 1359 PG 605
DB 2394 PG 596
DIXIE PLACE LAND, LLC
PB 35 PG 318-320
DB 2394 PG 596
DIXIE PLACE LAND, LLC
PB 35 PG 318-320
DB 2394 PG 596
DIXIE PLACE LAND, LLC
PB 35 PG 318-320
DB 2394 PG 596
DIXIE PLACE LAND, LLC
PB 35 PG 318-320
CAROLYN R. EGGERS
DB 815 PG 561
CHARLES ATLAS CHAPPELL, ET UX
DB 2488 PG 65
MB 39 PG 158
DIXIE PLACE LAND, LLC
33A
DB 2394 PG 596
PB 35 PG 318-320
CB
CB
CB
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
CB
CB
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
HW
RETAIN
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
15" RCP-IV 15" RCP-IV 15" RCP-IV
RCP-IV
15"
RCP-IV
24"
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
DI
1120
1117
1121
1114
1116
1115
1124
1125
1127
1126
2GI
1118CB 24"36" RCP-
I
VEST 37 SY GF
EST 17 TONS
CLASS I RIP RAP
1110
1128
CB
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
1108 15" RCP-IV 1109
1113
1106
1101
1112
1111
11071104
CB
1105
STANDARD BASE DITCH
DETAIL 11-4
EST 160 CY EXCAVATION
SPECIAL LATERAL V DITCH
DETAIL 12-1
DETAIL 11-2
RCP-IV 15" 1130
18" RCP-IV
SEE SHEET 2D-1
SPECIAL LATERAL V DITCH
SEE SHEET 2D-1
DETAIL 11-1
SEE SHEET 2D-1
1119
CB
24" RCP-IV
24" RCP-IV
EST 14 SY GF
EST 5 TON
CLASS B RIP RAP
L=745 FT, SLOPE=0.67%
SEE SHEET 2D-1
15" RCP-IV
CB
1129
15" RCP-IV
15" RCP-IV
OEP
RCP-IV
15"
RCP-IV
15"
CB
CB
CB
1102
1103
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
RCP-IV 15" DETAIL 11-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 11-1
SEE SHEET 2D-1
SPECIAL CUT DITCH
CB
CB
SPECIAL CUT DITCH
RCP-IV
24"
RCP-IV 15" 36" RCP-IV
30
31 3332
109 108
108
340250250505040403030250250202010100
0202
016
00
02
02
027
01
02025025025020254'4'
1'-6" C&G
1'-6" C&G
330' STORAGE
-Y7- STA. 12+50.31
END CONSTRUCTION
G
&
C "6-'2
G&C "6-'2
R 700
'R 350'
R 90
'15'4'3
0
0'RR 90
'R
120
'
100' TAPER
17'
MIN.12'12'12'
49'
(TYP)
12'
1
2'4'13'R 90'R 90'
R 120'
R 350'
R 700'12'12'13 '1 3'12'12'
17'
MIN.15'14'MI
N.12'12'12'R300'4'12'10'12'
-DRIVE1- STA. 11+33.47
END CONSTRUCTION4'12'12'23'12'12'12'12'23'12'12'12'12'5.5'5.5'
R 300'R 300'
R 300'
R 300'+26.0641'+23.18+39.60120'RBEGIN 2'-6" C&G
+21.73,+69.45+79.294 '120'R+87.10+
2
6.8
8
+10.0
7
BEGIN 1'-6" C&G
+10.71,+56.19+66.79+62.11+62.11+10.49END 2'-6" C&G
+50.57,
END 2'-9" C&G
+15.29,
3
0'R+66.54BEGIN 2'-6" C&G
+83.68,
END 2'-6" C&G
+11.75,
BEGIN 2'-6" C&G
+41.56,
END 1'-6" C&G
+60.00,
BEGIN 2'-6" C&G
+99.46,
BEGIN 2'-9" C&G
+57.81,
END 2'-6" C&G
+21.45,(TYP)28'+89.60BEGIN 1'-6" C&G
+71.01,
END 1'-6" C&G
+36.82,13'110'R
1'-6" C&G
1'-6" C&G
2'-9" C&G
2''061 RR120'R120'2'160'
R
300'R12'18'-10"
16'
-RAB3- PT Sta. 15+34.07
-RAB3- PC Sta. 10+00.00 =
-L- POC Sta. 107+38.24 =
-RAB3- POC Sta. 12+85.54
-L- POC Sta. 109+08.60 =105110115-L- PC Sta. 113+22.82
-L- Sta. 114+27.62 =
-DRVE1- POT Sta. 10+00.00
-Y7- PT Sta. 12+50.50
-Y7- PC Sta. 10+10.54
-Y7- POT Sta. 14+00.00
-L- PCC Sta. 107+02.62
-L- PRC Sta. 107+79.37
-L- PT Sta. 109+41.47
-L-
-RAB3- Sta. 11+44.83
-Y7- POT Sta. 10+00.00 =
Sta. 11+46.02
-DRIVE1- POT
-Y7-
-RAB3-
SE = SEE PLANS
-L--Y7--RAB3-
-L-
SE = 05SE = NC
DS = 60 MPH DS = 50 MPH
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
D
PI Sta 114+88.97
L = 331.79'
T = 166.14'
R = 2,485.00'
PI Sta 11+35.45
D
L = 240.00'
R = 350.00'
T = 124.90'
D
PI Sta 107+41.20
L = 76.75'
T = 38.58'
R = 300.00'
D
R = 11,500.00'
PI Sta 97+10.99
L = 1.988.22'
T = 996.59'
D
PI Sta 108+62.45
L = 162.10'
T = 83.08'
R = 300.00'
C C
C
C
C
F
F
C
F
C
C
F
C
C
C C
C
C
C
C
C
F
C
F
C
C
C
F
C
C
C
FNAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh11.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:00 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
635.32' RT
-L- +24.96
582.11' RT
-L- +07.73
625.01' RT
-L- +50.11572.94' RT
-L- +37.14
-DRIVE1- STA. 11+33.47END CONSTRUCTION
HEDGEROW
BST SOILBST SOIL1SFD
MTL LP
15" RCP
WOODS
WOODS
GR
54" VINYL 54" VINYL
MTL
BST
BST
BST
GR
15" RCP
SO
IL
WOODS
WOOD
S
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY72
73 747576 777812" RCP
15" RCP15" RCP
12" RCP
15" RCP
15" RCP
15" RCP
CB
CB
24" RCP
BL-114
GPS
-7
U
-5026
SR
1770
(EASTE
RN
AV
ENU
E
) 25' PAV
ED
ROAD
WAY
T
T
FOAMP
C
e
n
tu
ry
L
ink
, TOLL
8 ", DIP, CITY OF ROCKY MOUNT
Duke Energy Progress2 ", PLASTIC, CITY OF ROCKYMOUNT
E
IP
E
IP
E
IP
N 79°29'50" E
564.18'N 01°21'01" W273.93'N 01°37'25" W1998.37'EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W60.00'60.00'60.00'W
OOD
SBY7-2311SFD
SHED
CULT
IVA
TE
D
F
IEL
D8" DIP12
SEE SHEET 32 & 33 FOR -L- PROFILESEE SHEET 13MATCHLINE -L- STA. 129+00.00,SEE SHEET 11MATCHLINE -L- STA. 115+00.00,CHARLES ATLAS CHAPPELL, ET UX
DB 2488 PG 65
MB 39 PG 158
CHARLES ATLAS CHAPPELL, ET UX
DB 2488 PG 65
MB 39 PG 158
DB 1339 PG 795
HANNAH B. DIEDRICK
PB 13 PG 402
DB 2562 PG 390
SATISH K. KUMAR, ET AL
PB 13 PG 402
DB 1092 PG 214
GROVER E. EDWARDS, ET UX
CB
CB CB
CB2GI2GI
15" RCP-IV
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT 18" RCP-IV 15" RCP-IV
15" RCP-IV
CB 1207
1216
1212
1211
1210
1202
1203 1204
1205
1206
1215
1201
1214
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
15" RCP-IV
15" RCP-IV18" RCP-IV
DETAIL 12-1
DETAIL 12-2
15"
RCP-IV
18" RCP-IV
18" RCP-IV
15" RCP-IV
SEE SHEET 2D-1
2GI
1209
2GI
1208
15
" RCP
-IV
15" RCP-IV
RCP-III
15"
1213
SEE SHEET 2D-1
OEP
SPECIAL CUT DITCH
SPECIAL CUT DITCH
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 12-3
34 34
110 111
112
050505050404040403030303020202020101010100000505040403030201000102025025020250101004'4'4'49'
(TYP)
1'-6" C&G
1'-6" C&G
1'-6
" C&G
1'-6
" C&G(TY
P
)4'ASPH.4'12'12'23'12'12'12'12'23'12'12'12'12'23'12'12'SEE RFP
TREE PROTECTION ZONES,
SEE RFP
TREE PROTECTION ZONES,
8:1
49'(TY
P
)49'
END 2'-6" C&G
+53.61,+97.61GUTTER+94.49
BEGIN EXPRESSWAY +66.00GUTTER +45.00
END EXPRESSWAY
+17.62+18.248:1
+50.00+89.496'4'R 15'4'16'-3"
16'-5"16'
16
'
16'19
'12'R 30'12'+83.39+03.80115115120125-L- PT Sta. 116+54.61
-L- PC Sta. 119+48.84
-L- PT Sta. 125+05.91
-L- PC Sta. 128+97.29
-L-
-L-
D D
SE = 05
DS = 50 MPH
SE = RC
PI Sta 122+29.12
L = 557.07'
T = 280.28'
R = 2,040.00'
PI Sta 132+51.98
L = 708.54'
T = 354.68'
R = 6,000.00'
D
SE = 05
PI Sta 114+88.97
L = 331.79'
T = 166.14'
R = 2,485.00'
DS = 50 MPH DS = 50 MPH
C
C
C
C
F
C
C
C
C
C
C
C
C
C
C
C
F
FC
F
C
CC
C C
C
F
C
C
C
C
C NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh12.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:16 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
18" RCP24" R
CP
2
4
" RCP 24" RCPCBCBCBFESFESSDMH24" C&G24" C&GBSTBST24' PAVED ROADWAY30" C&G30" C&G30" C
&
G 30" C&GBSTS24" C&GWOODS
WOODS
CULTIVATED
CULTIVATED
CULTIVATED
WOODS
30" C&G
BST
CONC
CONC
30" C&G
30
" C&G30" C&G30" C&G60" CONC 30" C&G30" C&G
30" C&G
18" C&G
18" C&G
9' CONC
9' CONC
CONC ISLAND
BST
21' PAVED ROADWAY13' PAVED ROADWAY2 SBK
NASH COMMUNITY COLLEGE
SR 1770 EASTERN AVE 25' PAVED ROADWAY LANDSCAPE
EIP
EIP
EIP
EIP
EXISTING R/W
60.00'S 01°09'39" W298.69'EIPS 02°48'46" E434.72'0.46' EIP TO R/W0.24' EIP TO R/W60.00'EXISTING R/W
EXISTING R/WN 01°42'14" E48.89'VARIESR=94.77'
CHORD=N 31°48'05" E 95.33'
63
64
68
69
70
71
72
73
74
75 76
77 78
W/LT
W/LT
W/LT W/LT W/LT
CB
CB
1
8" RCPFES
CB
FES
18" RCP
CB
CB
CB
24" RCP
CB
2
4" R
C
P
FES
CB
24" RCPCB
DI
U-5026-8
BY1-201
LT
LT
LT
LT
LT
LT
T
6" PLASTIC
6" PLASTIC
4" PLASTIC
16" DI
16" DI
8" DI
8
" DI
16" DI
EXISTING R/W 30" C&G
30" C&G
10' SOILCONC ISLAND
RCP
30"
30" C&G60" CONC24"
R
C
P
30" C&G
24" RCP
30" RCP18" RCP
3 0 " RCP
SR 1770 EASTERN AVE 36' PAVED ROADWAY
66
67
vWOODS
WOODS1SFD
48" CHL
GRGR
GPS-8
U-5026
SR 1770 (EASTERN AVENUE) 25' PAVED ROADWAY
HHT
6 ", PLASTIC, CITY OF ROCKYMOUNT
Century Link
Century Link
Conterra Ultra Broadband LLC
16 ", DIP, CITY OF ROCKY MOUNT
S 01°09'39" W232.85'EIP
EXISTING R/W
EXISTING R/W60.00'BY9-233SHED
CULTIVATED FIELD LST HHHHHH
12
FO8" DIPHHHHEASTERN AVENUE
ADT
2040
EASTERN AVE.
SR 1770
EASTERN AVE.
SR 1770
1300 1100
2400
15900
AT NASH COMMUNITY COLLEGE
SOUTH ENTRANCE
COLLEGENASH COMM.SOUTH ENT.10148 10313
1009843
1852
2019
15700
13
SEE SHEET 49 FOR -Y9- PROFILE
SEE SHEET 44 FOR -RAB4- PROFILE
SEE SHEET 33 FOR -L- PROFILESEE SHEET 14MATCHLINE -L- STA. 142+00.00,SEE SHEET 12MATCHLINE -L- STA. 129+00.00,GROVER E. EDWARDS, ET UX
DB 1092 PG 214
MB 13 PG 402
DB 2488 PG 65
MB 39 PG 158
CHARLES ATLAS CHAPPELL, ET UX
DB 2797 PG 604
MOUNT CROSSFIELD FARMING, LLC DB 1242 PG 204
JOSEPH CLINTON BELL, JR.
DB 1339 PG 581
MB 13 PG 402
NASH TECHNICAL INSTITUTE
DB 911 PG 262
DB 986 PG 697
DB 2494 PG 959
MB 38 PG 212
NASH COMMUNITY COLLEGE
CB
CB
CB
CB CB
CB
CB
CB
OEP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
RETAIN
CB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP RCP-IV36" CB
CB
15" RCP-IV
24"
R
C
P-I
V
15" RCP-IV 15" RCP-IV
1317
CB CB CB
1314 1311 1310
1313
15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
1321
1323
1325
DI
1309 1307 1303
1302
1304
1301
1305
1306
CB
CB
1308
1315
1316
1318
1319
1322
1324 CB
DI
1326
15" RCP-IV
30" RCP-IVRCP-IV
15"
15" RCP-IV 15" RCP-IV
24" RCP-IV
1338
DETAIL 13-1
SEE SHEET 2D-1
CURB CUT DITCH
SPECIAL BACK OF
1327
CB30" RCP-IV
1337
1328
CB
DI
1329
DI
1320
CB
RCP-IV
30"
CB
15" RCP-IV
1312 w/MH
JB
RCP-IV
15"
RCP-IV
30"
RCP-IV 15"
24" RCP-IV
RCP-IV
24" RCP-IV30" DETAIL 13-2
SEE SHEET 2D-1
SPECIAL CUT DITCH
RETAIN
CB
GTD
1330
ADJ. CB
36
170
34 35
112
113
025025025025020202E
X
E
X
02
02
02502502502502010001020254'12
'15'
2'-6" C&G
2'-6" C&G
2'-6" C&G2'-6" C&G1'-6" C&G
1'-6" C&G
1'-6" C&G
1'-6" C&G
300'R-Y9- STA. 10+97.50
BEGIN CONSTRUCTION
G&C "6-'2
G&C "6-'2
150'R
23'R 700'
1
5'
1
5'R 65'R 300'
R 350'12'12'12'12'MIN.R 700
'R 90
'R 120'
R 90'R 90'120'RMIN.17'
R
90
'12'12'12'R 350'12'12'
R
120
'13'13'4'13'4'13'1
2'
1
2'R120'4'12'12'23'12'12'12'R 300'
R 300'
R 300'R 150'+73.3642'+7
6
.
4
1
+
7
7.
3
7+84.16+74.33BEGIN 2'-6" C&G
+24.23,14'MIN.MIN.17'
END 1'-6" C&G+77.37,+51.15+47.6212'+94.38+49.86END 1'-6" C&G
+58.73,+29.8712'END 1'-6" C&G
+09.65,
END 2'-6" C&G
+98.07,
BEGIN 2'-6" C&G
+98.50,
BEGIN 1'-6" C&G
+47.62,2'
2'R6
5'12'12'6'24.5'BEGIN 2'-6" C&G
+53.10,
(TYP)
49'+04.9116'-5"
16
'-RAB4- POC Sta. 12+51.68
-L- POT Sta. 137+47.33 =
-RAB4- POC Sta. 13+91.43
-Y9- POC Sta. 12+59.66 =
-Y9- PC Sta. 10+00.00
-Y9- PCC Sta. 11+80.24
130135140-L- PRC Sta. 136+05.83
-L- PRC Sta. 136+87.75
-L- PT Sta. 137+37.90
-RAB4- Sta. 15+34.07
-RAB4- Sta. 10+00.00 =
-L- POC Sta. 135+77.38 =
-L-
-Y9-
-RAB4-
SE = EXIST.SE = NC
-L-
-L--Y9--RAB4-
SE = NC SE = NCSE = RC
DS = 50 MPH
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
D
PI Sta 132+51.98
L = 708.54'
T = 354.68'
R = 6,000.00'
D
PI Sta 136+47.05
L = 81.92'
T = 41.21'
R = 300.00'
D
PI Sta 137+12.88
L = 50.15'
T = 25.13'
R = 300.00'
PI Sta 10+91.11
D
L = 180.24'
T = 91.11'
R = 500.00'
PI Sta 12+19.99
D
L = 79.43'
T = 39.75'
R = 750.00'
F
F
C F
F
F
C C C
F
F
C
F
F
F
F C
F
F
F
F
F
C
C
C C
F F
F
F
C
F NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh13.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:37 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
15" RCP15
" RC
P
15" RCP15" RCPCB
RAPRIPRAPRIP24" RCPFESCBRAP
RIP
BLK
WALL
WOODS
CONC
30" C&G 30" C&G
30" C&G 30" C&G
30" C&G30" C&G30" C&G
30" C&G30" C&G30" C&GCONC
CONC60" CONC30" C&G
72" CONC35' CONC 48' CONC36' CONC
30" C&G
BST
MTL CANOPY
CONC
CONC
BST
CONC 24" C&G44' CONC33' GR
GR34' GR
GR
GR
GR
GR
33' GRHOUSE
PUMP
BK BUS
CONC
CANOPY
MTL
BLK BUS
BST
CONCCONC MTL CANOPYCONCCONCVACCONC24" C&G24" C&G24" C&G24" C&GCONCWASHCARCONCBSTBSTBST
24" C&G
RAP
RIP MTL CANOPYS
POLE
FLAG
CONC30" C&G24" C&G
24" C&G
BST
BST BSTS
LT
LT
LT LT
LT
LT
LT LT
LT
LT
LT
LT
LT
LT
LTLTLTLT
LTLTLTLTLTLTWOODS CONC
CONC
CONC
30" C&G
S
LT
LT
S
24" C&G 24" C&G
24" C&G
24" C&G
24" C&G
24" C&G
BK
BK
BK
BK
BK
CANOPY
MTL
WALL
CONC
BK BUS
24" GUTTER
CULTIVATED CULTIVATED
B
B
84" VYNYL
CONC
CONC
CONC
CONC
CONC
CONC
DECK
CONC
CONC
BDECK
DECK
DECK
12' CONC
12' CONC 12' CONC
CONC
18'
CONC
18'
CONC
18'
CONC
18'60" CONC60" CONC60" CONC
CONC
CONCSLTLTDUPLEX
1SF
DUPLEX
1SF
TANKS
U/G 30' PROGRESS ENERGYCAROLINA INC. EASEMENT5' DRAINAGE AND UTITLITY EASEMENT
20' STORM DRAINAGE EASEMENT
20' STORM DRAINAGE EASEMENT
STORMWATER DRAINAGE
AND BMP EASEMENT
PERPETUAL EASEMENT FOR
HIGHWAY PURPOSES
UTILITY EASEMENT
5' NON-ACCESS, DRAINAGE
AND UTILITY EASEMENT
5' NON-ACCESS, DRAINAGE
AND UTILITY EASEMENT 5' DRAINAGE ANDUTILITY EASEMENTPUEPDEPDEPUE
PDE
EIP
EIP
EIP EIP
EIP
EIP
EIPN 01°22'36" W389.47'EIP EIPN 88°16'32" E
344.04'
EXISTING R/W
EXISTING R/W
UTITLITY EASEMENT
5' DRAINAGE AND UTITLITY EASEMENT5' DRAINAGE AND 0.19' EIP TO R/WEXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEIP50.00'60.00'55.00'55.00'S 04°32'58" W55.22'EIP
EIP
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
20' UTILITY EASEMENT
EIP
EIP
N 02°24'22" W
323.97'75.00'EXISTING R/W
TO EIP
0.57' R/W
S 40°16'57" E
175.03'
S
2
8
°
5
3'
0
1"
E
1
3
1.
1
4'
TO EIP
0.63' R/W
S
2
9°
4
5'
5
9
"
E
1
1
6.
3
2'S 03°17'27" W106.61'TO EIP
0.68' R/W S 03°17'27" W120.26'S 03°17'27" W122.72'S 03°17'27" W117.13'TO EIP0.44' R/W TO EIP
0.60
' R/W
S 23°58
'30" W
32.73
'N 00°56'57" W150.27'EIP N 00°56'57" W256.62'EIP
EIP
EIP
LIMITS
CITY OF ROCKY MOUNT
CITY OF ROCKY MOUNT LIMITSLIMITS
CITY OF ROCKY MOUNT
LIMITS
CITY OF ROCKY MOUNT
30" C&GWALL
96" BK
CONC
56
60
62
7980
89
90
91 92
81
W/LT
W/LT
BOLLARDS
BOLLARDS BOLLARDSBOLLARDS
8" DIP
4" PVC (SERVICE)8" DI
P8" DIP
4" PVC (STUB)6" DI
P8" DIP
8" DIP
8 " DIP
CB8" HDPE18" RCP FES12" RCP
CB
CB
CB
36" RCP
CB
CB
CB
18" RCP
15" RCP
18" RCP
15" RCP
18" RCPCB
CB15" RCPCB24" RCP15" RCP
INV.IN=206.27' (W)12" RCPCB15" RCP15" RCPCB15" RCPCURB INLETCURB INLETCB12" RCPCB15" RCP6" PVC36" RCP
36" RCP
18" RCPTOP=208.23'18" RCPTOP=207.15'
CB
15"
R
CP
CB18" RCP15" RCP
CB
15"
RCP CB
30
" RCP
42" RCPCURB
INLET
15" RCP
FES
RISER STRUCTURE
RISER STRUCTURE
FES
CB
6" HDPE
BY1-202 BY1-203
T
T
C
HHHH
S
S
HH
C
S
S
T
TT
T S
T
S
T
T
HH
HH
HH
HH
HH
4" PLASTIC
6" PLASTIC2" PLASTIC6" PLASTIC
4" PLASTIC16" DI
24" DI
16" DI24" DI6" DI24" DI 2" UNKNOWN1" UNKNOWN
24" DI
6" DI
16" DI6" DI 24" DIHOT BOX
DUCT BANK
DUCT BANK
6" DIP
6" DI6" DIP6" DI15" RCPEASEMENTSANITARY SEWER 24" RCPEND NOT FOUND36' PAVED ROADWAYSR 1603 N. OLD CARRIAGE RDAPPROXIMATE LOCATION OF CONDUIT END48" CHL
SR 1603 S. OLD CARRIAGE RD36' PAVED ROADWAY18" RCPCONFLICT PIPERCP15"
PDE
SR 1770 SUNSET AVE
48' PAVED ROADWAY
RCP
24"
BANK
DUCT 24" C&GEASEMENTSIDEWALK 24" C&G
RCP15" C&G2
4
"
S 52°06'24" E
165.28'84" VYNYL84"
V
Y
N
Y
L
84 " VYNYLLIMITS
CITY OF ROCKY MOUNT
18" RCP
LT
LT
CONCC&G24"
36" RCP(1) 12,000 U/G TANK(2) 20,000 GAL U/G TANK(2) 8,000 GAL U/G TANK
(1) 15,000 GAL U/G TANK GAS LINE EASEMENTFORCE MAIN ANDEASEMENT
10' WATER LINE
C&G
24"
15" RCP 60.00'EXISTING R/W
24"
G
U
TTERT
O
EI
P
0.6
9' R/W
SR 1770 SUNSET AVE
36' PAVED ROADWAY
S 03°17'27" W118.98'23' PAV
E
D
R
OAD
W
AY
GA
R
D
E
N
IA
C
IR
24" GUTTER
RCP42" DUPLEX
1SF
DUPLEX
1SF
FES
JB
GARAGEMTL S
S
SGAS PUMP ISLANDGAS PUMP ISLAND
MONITORING WELL
WATER VAULT
CLEANOUTS
DRAINAGE
(REPLACED)BY2-304BMP EASEMENT
BMP EASEMENT
BMP EASEMENTBMP EASEMENTACCESS EASEMENT
23
' X 99.5
' CROSS
ACCESS EASEMENT
23
' X 99.5
' CROSS
25' WIDE UTILITY EASEMENT20
' WIDE PRIVATE SEWER EASEMENT
5
' WIDE D & U EASEMENT
20' WIDE PRIVATE SEWER AND ACCESS EASEMENTS 04°51'27" W688.72'N 86°19
'48" W
112.34
'S 03°40'12" W16.57'N 86°19
'41" W
99.33
'
S 87°32'35" W
19.10'R=74.50'N 03°39'56" E187.51'CULTIVATED FIELD
CULTIVATED FIELDDI
1SBK BUS8" DIPE ND NOT F OUNDINSET B
ADT
2040
EASTERN AVE.
SR 1770
SUNSET AVE.
SR 1770
AT OLD CARRIAGE RD.CARRIAGE RD.OLDSR 1603CARRIAGE RD.OLDSR 1603EASTERN/SUNSET AVENUE
2019
943 1417 13009
6287
47912570
11287
5400 6800
16400
1600 17300
7200
140015700
10313
SEE SHEET 37 FOR -L1- PROFILE
SEE SHEET 33 & 34 FOR -L- PROFILE
14
SEE SHEET 19
MATCHLINE -L1- STA. 23+00.00,
SEE
INSET
B
MATCHLINE
-L1- STA
. 14+00
.00
,MATCHLINE -L1- STA. 14+00.00TRAFFIC SIGNAL MODIFICATIONSEE SHEET 13MATCHLINE -L- STA. 142+00.00,SEE SHEET 15MATCHLINE -L- STA. 155+00.00,DB 2494 PG 959
MB 38 PG 212
NASH COMMUNITY COLLEGE
DB 2049 PG 612
AUDREY LOCKE SHEARIN #2, LLC
DB 2609 PG 183
MB 37 PG 395
PTM, L.P.
DB 797 PG 185
DB 818 PG 479
DB 850 PG 363
ANGELYN C. EZZELL
MB 41 PG 94
DB 2900 PG 407
ENTERPRISES, INC.
BODDIE-NOELL
DB 1242 PG 204
JOSEPH CLINTON BELL, JR.
DB 2618 PG 625
BOYD M. TOLMAN, ET AL
DB 2245 PG 916
MB 32 PG 367
NANETTE F. BARRINGER, ET AL
DB 2253 PG 80
MB 32 PG 367
DAVID L. KEETER, ET UX
DB 2673 PG 421
MB 32 PG 236
DELIA L. SMITH
DB 2854 PG 437
MB 32 PG 236
DB 2681 PG 893
MB 32 PG 236
THOMAS R. WATT, ET UX
JANICE KATHLEEN MCLAREN
DB 2220 PG 403
MB 32 PG 367
IRREVOCABLE TRUST
MARY W. WILSON
JOHN F. WILSON AND
DB 2285 PG 297
MB 32 PG 367
OWNERS ASSOCIATION
WESTRY CROSSING
THE VILLAGE IN
DB 1827 PG 269
MB 29 PG 272
DB 2188 PG 857
MB 32 PG 236
SYLVIA DIANE ARMSTRONG
DB 2764 PG 893
MB 32 PG 236
BROUWERS
BRITTNEY MARY
ET UX
ROBERT O. MORRIS, JR.,
CB
CB
CB
CB
CB
CB
CB
CB CB
CB
DI
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
RETAIN
RETAIN
15" RCP-IV
15" RCP-IV
24" RCP-IV
18" RCP-IV
CB
1445
1437 1438 1439
1441
1442
1443
DI
15" RCP-IV
DETAIL 15-1
SEE SHEET 2D-1
EST 52 SY GEOTEXTILE
EST 40 TONS
CLASS II RIP RAP
OUTLET CHANNEL PROTECTION
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
15" RCP-IV
15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
24" RCP-IV
24" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 18" RCP-IV
18" RCP-IV
15" RCP-IV
CB
CB
DI
EXTEND
COLLAR AND
1444
15" RCP-IV
15" RCP-IV 15" RCP-IV
CB
1413
1447
1401
1402
1448
1421
1420
1422
1423
1431
1432
1435
1425
1424
1427
1409
1404
1403
1405
1407
1406 1408
1416 1417 1410
1434
1430
1429
1418
1419
1428
1412
1411
1446
1426
1415
1450
1449
OEP
1411A
INTO EXISTING DITCH
TIE ROADWAY DITCH
STANDARD BASE DITCH
SEE SHEET 2D-1
DETAIL 14-1
EST 160 CY EXCAVATION
L=440 FT, SLOPE=0.34%
15" RCP-IV
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAPRETAIN
15" RCP-IV
INTO EXISTING CB HOOD
RETAIN, TIE NEW CURBRCP-I
V 24"
RCP-IV
15" CB
RCP-IV 15" RCP-IV 15" RCP-IV
15"
15" RCP-IV
CB 36" RCP-IV 24" RCP-IV 24" RCP-IV 1414
1414B15" RCP-IV CB
OF 18" RCP
REMOVE 44 LF
15" RCP-IV
15" RCP-IV
18"
R
C
P-IV 24" RCP-I
V
JB w/MH
DI
15" RCP-IV
36" RCP-IV
(NON-EROSIVE)
V10=1.5 fps
Q10=9.9 cfs
18" RCP-IV CB
18" RCP-IV
37
39
40
41
42
42
43
44 45
46
47
113
114
133
132
38
39
40
41
43
44
45
46
47
36
397.00' RT
-L1- +03.00
364.25' RT
-L1- +64.00
401.00' RT
-L1- +51.00
370.00' RT
-L1- +49.00
040302010002502502502502502502020202020103040025
0004
025025040401
02
025
01
02
025
0025
025
02
01
0018
01
02
02512'12'12'12'12'12'2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2
'-6" C&G
2'-6" C&G2'-6" C&G2'-6" C&G2'-6" C&G49'
(TYP)
1'-6" C&G
2'-9" C&G
2'-6" C&G
100
' TAPER450' STORAGE
12'12'12'12'12'12'12'12'12'12'12'
ASPH.12'12'12'-L- STA. 146+61.99
BEGIN TIP PROJECT U-5026
END TIP PROJECT R-5720+11.19+74.40+78.31+67.00+39.68+85.35+15.13+79.66+15.20+63.52+86.59+94.6012'+52.97+14.63
+07.85
END 2'-6" C&G
+47.34,
END 2'-6" C&G
+20.81,
BEGIN 2'-6" C&G
+83.79,
END 2'-6" C&G
+47.34,
BEGIN 2'-6" C&G
+12.90,12'12'6'R 60'R 60'40'R6
0'R
12
'12
'
12
'
12'
+43.73
12
'
+60.87
+14.63
30'R 3
0'R30'R30'R
6'12'12'
+50.23
12'
+29.44
12'
+65.35
12'
+49.57
11'R1
6'R20 'R25'R2
5'R 12'+94.60BEGIN 1'-6" C&G
+52.23,
BEGIN 2'-9" C&G
+52.23,+52.23+52.23RETAINING WALL
+71.43 BEGIN
BEGIN 2'-6" C&G
+49.03,
BEGIN 2'-6" C&G
+15.91,
END 2'-6" C&G
+49.86,
BEGIN 2'-6" C&G
+76.58,
BEGIN 2'-6" C&G
+31.62,
END 2'-6" C&G
+67.95,
BEGIN 2'-6" C&G
+70.97,
RETAINING WALL
+10.00 END 17'R49
' (TYP)
4
'4
'W/ HANDRAIL, +97.40
BEGIN RETAINING WALL
W/ HANDRAIL, +57.04
END RETAINING WALL
BEGIN 2'-6" C&G
+70.97,
W/ HANDRAIL
RETAINING WALL
+75.00, BEGIN
DO NOT DISTURB
36'
35'-4"36'33'-2"64'-2"61'-7"32
'-5"
DO NOT
DISTURB
(ALL)
-L1- POC Sta. 18+95.31
-L- STA. 146+61.99 = 145150155-L- PC Sta. 149+47.29
-L- PRC Sta. 152+48.19
15
20
C
R
CRCR
CR CRCR
CR
-L-
-L1-
SE = NC
DS = 55 MPH
-L--L--L1--L1-D
L = 300.90'
T = 150.47'
R = 7,300.00'
D
R = 1,500.00'
SE = NC
DS = 50 MPH
SE = 04
DS = 50 MPH
PI Sta 154+00.57
L = 303.73'
T = 152.39'
PI Sta 150+97.76
PI Sta 19+49.04
D
L = 1,617.14'
T = 809.47'
R = 14,000.00'
F
F
F
F F
F
F
F
F
F F
C
F
C
C
F
C
F
F
F
F F
F
C C F
F
F
F
F
C
F
F F
F
F
F
C
C
F
F
F
F
WW
SB
72" VYNYLCONCCONC1SFD1SFD1SFDB15" RCP15" RCPABAND1SFDWOODSVYNYL72" 15' SOIL20' SOILSR 1603 S.OLD CARRIAGE RD 24' PAVED ROADWAYCULTIVATED
EXISTING R/WEXISTING R/WN 74°00'19" E135.69'N 30°18'13" E132.23'S 18°35'30" E120.72'EIPEIPTO R/W0.06' EIP TO EIP0.04' R/W EIPCITY OF ROCKY MOUNT LIMITS585936" SPLITRAILDIT4" PLASTIC16" DI0.13' R/W TO EIPS 85°09'07" E105.64'S 62°17'36" E138.35'58'(REVISED)
BY2-305
(REPLACED)BY2-30420' WIDE PUBLIC SEWER EASEMENT5' WIDE DRAINAGE AND UTILITY EASEMENTNAD 83/ 2011DB 2253 PG 363
MB 26 PG 287
DB 2253 PG 371
MB 26 PG 287
FOR RENT, LLC, SERIES 7
AFFORDABLE PROPERTIES
DB 2366 PG 716
MB 26 PG 287
JOSEPH CLINTON BELL, JR.
DB 1242 PG 204
LEININGER, ET UX
MATTHEW P.
SERIES 2
FOR RENT, LLC,
PROPERTIES
AFFORDABLE
DB 2618 PG 625
BOYD M. TOLMAN, ET AL
166
168
36
38006020250120102025
-L1- STA. 10+34.34
BEGIN CONSTRUCTION
20:1 TAPER12'12'+14.634'4'-L1- PC Sta. 11+39.57
-L1- POT Sta. 10+00.00
-L1-
CC
C
C
C C
C
C
C
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh14.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:48:56 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
SSS30" C&G30" C&G60" CONC
24" C&G
30" C&G30" C&G30" C&G30" C
&
G
30" C&
G
CONC CONC
CONC
C
ON
C
C
ON
CCO
N
CCO
N
C30" C&
G
3
0
" C&
G
30" C&G
30" C&G
30" C&G
30" C&G
24" C&G24" C&GCONC
23
' BST 38' BST34
' BST
27' B
S
T
31' BSTBST
24
'VYNYL84"
23' PAVED ROADWAY
BK BUS
CONC
CONC
BST
BST
GR
GR
48" WD/FENCE
S S
MTL
HOUSE
PUMP
S
BILLBOARD
MTL
GR
10
'
1SFD
WOODS
WOODS
30" C&G30" C&GWESTRY RD 32' PAVED ROADWAYCONC ISLAND
S
S
CONC
CONC
24" C&G
2SF APARTMENT
CONC
CONC
24" C&G
2SF APARTMENT
CONC
S
3-SBW
72" CHL
B
ILLBOARD
MTL
BST
BK
BUS
OFF
ICE
CONC
W
/RAMP
DECK
BST
BST
S
GR
72" CHL
72" CHL
72" CHL
72" CHL
S
HOUSE
PUMP
GR
GR
CONC
30" C
&
G
30"
C
&
G
CONC
CONC
SBK BUS
CONC
LT
BST
BST
BSTBSTBSTBSTCONC(CONC
)GRGRCONCGRCONCGATE
I
RON72"
W
ROUGHT
I
RON72"
W
ROUGHT 3-SBW72" CHL10' SO
IL
1SFDDECKGR15' GRGRCONCBBCONC
CONC
MTL
BUS
M
TL BUSU
/G
TANK
S
DUPLEX 1SF
(1) 3,54
9 GAL U/G TANK(1) 7,81
3 GAL U/G TANK(1) 8,74
9 GAL U/G TANK(1) 9,47
1 GAL U/G TANK(1) 9,68
8 GAL U/G TANK5' NON-ACCESS, DRAINAGEAND UTILITY EASEMENT
UTILITY EASEMENT20' DRAI
NAGE ANDUTI
LI
TY EAS
EMENTDRAINAGE AND UTILITYEASEMENT, DETENTION AREA5' DRAINAGE ANDUTILITY EASEMENT5' DRAI
NAGE ANDUTI
LI
TY EASEM
ENT20
' UTILITY EASEMENT
5' DRAINAGE
AND UTILITY EASEMENT20'
DRAINAGEAND UTILITY EASEMENTPDE
PDE
PDEMB 25 PG 199AND UTILITY EASEMENT5'
DRAINAGES 03°17'27" W96.33'S 41°35'23" W103.07'N 08°08'50" E25.04'32.00'
31.47'
S 48°24'37"
E
32.00'
44.23'EXISTING R/WEXISTING R/WEXISTING R/W EXISTIN
G R/WEXISTING R/W
EXISTING R/WN 00°56'57" W158.98'0.10'
EIP TO R/WEIPCHORD= N 19°03'03" E 136.81'R=200.00'N 08°39
'54" W
64.74
'
EIP
EIP
EIP
EIP
EIP
EIP
TO R/W
12.46
' EIP
N 81°13'03" E
79.95'N 00°14'00" W174.79'N
2
0
°
0
0'
4
3
" W2
0
0
.
0
0'N 63°12'37"
W100.00'EIP
EIP
EIP
EIP
N 81°22'46" E
16.98'
N 74°35'21" E
4.21'
N 74°37'05" E
209.84'
EIP
EIP
E
IP
EIP
EXISTING R/W E
XISTIN
G R/WEXISTING R/WEXISTING R/WS 13°02'14" W249.96'S 86°57'02" E
229.69'S 07°17'21" E220.05'1.71' R/W TO EIPEIPS 61°26'27" E220.85'TO EIP3.39' R/W E
IPEI
PEI
PEI
PEI
PEI
PS 27°03'42" W176.95'S 09°58'42" E25.38'0.17' R/W TO EIP0.06' R/W TO EIPS 07°06'24" E1043.12'20' UTI
LI
TY EASEM
ENTN 20°29'42" E169.30'N 20°29'42" E129.79' LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCI
TY OF ROCKY MOUNT LI
MI
TS5' DRAINAGE ANDUTILITY EASEMENT 5' D
R
A
INA
G
E
AN
D
U
T
IL
IT
Y
E
A
SE
M
E
N
T
TRAN
SF
ORMERS
42
43
44
45
46
474849
50
51
52
54
55
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
W/LTW
/LT
W
/LT
W/LT
53
W/LT
W
/LT
W
/LT
48" SPLITRAIL
72" WD FENCE
8
" DI
P
8" DIP
8" DIP
8" PVC8" PVC
(
S
E
RVI
CE)
4
"
P
VC (SERVICE)4" PVC12" PVC
8" DIP
6" DIP
4" PVC (SERVICE)4" PVC (SERVICE)12" PVC
8" PVC8
" D
IP
8" DIP8" DI
P30" RCP
30" RCP
DI
15" RCP
CB15" RCP15" RCP
CB
CURB INLET42" RCPCB
2
4
" RCP
18" RCP
15" RCP
CB
24" RCP
15" RCP
CB
18
" RC
P
CB
15" RCP
CB
18" RCP
D
I W
/CONC
CAP
D
I W
/CON
C
CAP
CB
DI
CB
18" RCP
DI W/CONC CAP
CURB INLET 24" RCP24" RCP24" RCP
24" RCP 24" RCP24" RCPCURB INLET
CB
18" RC
P
CB
18" RCPDI
(SERVIC E)
4 " PVC
BY1-204
BY1-205
BY1-206LT
LT
LT
LT
LT
LT
LT
LT
LT
LT
TTT
T
T
T
T
C
T
T
T
T
T
T
PER RECORDSREPEATER ABANDONEDCABLE FEEDI
NG
T
HH
HH
6" PLASTIC
2" PLASTIC6" PLASTIC
6
" PLAST
IC
HH
6" DI
6" DI
24" DI
2
4
" D
I24" DI6" DI
DUCT BANK
DUCT BANK
DUCT BANK6" DI6" DIE
N
D
N
O
T F
O
U
N
D
N 81°23'26" E
342.93'
8
4" VYNYLN 41°35'23" E135.65'RCP42" N 41°35'23" E128.94'N 41°35'23" E128.05'5' DRAINAGE ANDUTILITY EASEMENT
80.00
'
SPLITRAIL
48" VYNYL
ROADWAY23' PAVED 24" RCP
18" RCP
18" RCPN 26°17'23" E
205.89'
BOX INACCESSIBLE
BOX INACCESSIBLE 24" RCPSR 1770
SUNSET AVE
36
' PAVED ROADWAY
3
0
" C&G18" RCPS 12°59'39" W307.04'0.24' R/W TO EIP2
4
" RCP
72" CHL
72" CHL
POSTS
GUARD 3-SBW72" CHL30" C&GCANO
PY
M
TL
18" RCPPOSTSM
TL
N 83°17'18" W
121.83'S 26°24'42" W159.87'LIMITSROCKY MOUNT CITY OF 36' PA
VED ROADW
AYSR 1770 SUNSET AV
EN
U
EUTILITY EASEMENT15' DRAINAGE AND 60.00'(3) 30" RCP RETENTION PIPES
JB
JB
JB
S
STUBOUT
I
S
LANDGAS
P
UMP
CONC HW
WELL
MON
ITOR
ING
EASEMENT
DRAINAGE
AND
24
' UTILITY UNKNOWN EASEMENTMONMONPAVED ROADWAY VARIESSR 1610 ARROW RD BY10-234BY11-235MTRLSLSLSLSC
TMTR200 PR2" PLASTIC12" DIP200 PR400 PR100 PR25 PR
12 FO6"
DIP
6"
DIP
T
T
T
T
1SBLKBUS
1SBLKBUS
15" RCP
15" RCP
1SFD
BSTGRAVEL ROADWAY VARIESSR 1610 ARROW RD
APPROXAPPROXAPPROX
22' PAVED ROADWAY
SR 1828 DOZIER RD
S
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WN 00°33'16" W275.18'
GR10'
SUNSET AVENUE
ADT2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
AT WESTRY RD.
717
900
1352
1900
2070
2800
WESTRY RD.13691
22000
14326
23000
15
SEE SHEET 49 FOR -Y11- PROFILE
SEE SHEET 49 FOR -Y10- PROFILE
SEE SHEET 45 FOR -RAB5- PROFILE
SEE SHEET 34 FOR -L- PROFILESEE SHEET 14MATCHLINE -L- STA. 155+00.00,SEE SHEET 16MATCHLINE -L- STA. 169+00.00,DB 2654 PG 611
SUNSETTER PROPERTIES, LLC
DB 2637 PG 451
MB 29 PG 272
EDWIN KEITH BONE
DB 2832 PG 159
MB 29 PG 272
SHERRY WILCZEWSKI
DB 1714 PG 815
MB 31 PG 140
DB 1455 PG 93
DB 1472 PG 862
DB 1846 PG 112
CLIFTON PRICE HARPER, JR.
DB 1121 PG 681
NATHAN E. WICKSTROM, ET UX
DB 2599 PG 484
MB 29 PG 272
LEONARD SULLIVAN
DB 2477 PG 676
MB 29 PG 272
LIMITED PARTNERSHIP
CARRIAGE COURT APARTMENTS
WILLIAMS, ET UX
DENNIS BRYANT
LUCILLE D HERBERT HEIRS
DB 865 PG 90
STEPHENS, ET AL
WILLIAM L.
DB 2654 PG 607
MB 25 PG 199
SUNSETTER PROPERTIES, LLC
DB 2194 PG 735
PROPERTIES, LLC
DAUGHTRIDGE
DB 2194 PG 735
DAUGHTRIDGE PROPERTIES, LLC
MB 32 PG 179
DB 1500 PG 692
MB 23 PG 248
ET UX
SOUTHERLAND,
JAMES B.
RAY MILES SYKES, ET UX
DB 1427 PG 244
MB 25 PG 11
DB 2194 PG 735
DAUGHTRIDGE PROPERTIES, LLC
OWNERS ASSOCIATION
THE VILLAGE IN WESTRY CROSSING
DB 1827 PG 269
MB 29 PG 272
PROPERTIES, LLC
DAUGHTRIDGE
DB 2194 PG 735
MB 32 PG 179
CB CB
CB
15" RCP-IV
CB
CB
CB
CB
CB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
EST 21 SY GF
EST 8 TONS
CLASS B RIP RAP CB
CB
CB
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
CB
RETAIN
RETAIN
RETAIN
RETAIN
RCP-IV 15"CB
CB
1503
1504 1505
1506
1507
1508
1509
1510
1511 1512
1513
1514
1515
1516
1526
1517
1518
1519
1520
1521
1522
1523
1524
1525
1527
1528 1529
1530
1531
15351536
1538
DI
RCP-IV24" 24" RCP-I
V 15"
R
C
P-IV 15"
RC
P
-IV
DI
CB
DI
DI
1539
RCP-IV 15" 1540
1541
CB
1542
15" RCP-IV CB
DI
RCP-IV
15" CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
w/MH
JB
CB
30" RCP-IV
CB
15" RCP-IV 15" RCP-IV
15" RCP-IVDI RCP-I
V 15" RCP-IV 15" 24" RCP-IV
1533
1532
1534
CB
RCP-IV
24"
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAP
30" RCP-IVDETAIL 15-1
SEE SHEET 2D-1
EST 52 SY GEOTEXTILE
EST 40 TONS
CLASS II RIP RAP
OUTLET CHANNEL PROTECTION
RCP-
I
V 18"
CB
1443
OEP
OEP
OEP
GTD
1541
1518A
RCP-IV
15"
RCP-IV
15"
RCP-IV 15"
RCP-IV 18"
RCP-IV 15"
RC
P-IV 18"
R
C
P-IV 18"
RCP-IV 15"
RC
P
-IV
1
8
"DETAIL 15-2
SEE SHEET 2D-1
SPECIAL LATERAL BASE DITCH
1436
OEP
GTD
DI1537 EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
15" RCP-I
V OEPGTD
GTD
DETAIL 15-3
SEE SHEET 2D-1
TOE PROTECTION 24" RCP-IV
1542
DETAIL 15-4
SEE SHEET 2D-1
SPECIAL CUT DITCH
15" RCP-IV
18"
18"
DETAIL 15-5
SEE SHEET 2D-2
MODIFIED CONCRETE FLUME
1502
15" RCP-IV
CB18" RCP-IV CB
1440
15" RCP-IV
CB
18" RCP-IV
1450
1501
AND (2) 30" RCP
RETAIN EXISTING HW RETAINCB
1449
36" RCP-IV
4849
50
51
52
134
135
136
137
138
139
140
167
134
172
173
174
172
173
174
49
48 02502503030202020202502501010101000001
01
00
0202
018021
02 02
02
02
01
00
EX
02
01
00
EX
00302000102
020250250250250202
01000212'12'2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6"
C
&
G
1'-6" C&G
2'-9" C&G
1'-6"
C
&
G1'-6"
C
&
G
100
' TAPER
75' TAPER
-Y11- STA. 11+28.15
BEGIN CONSTRUCTION
-Y10- STA. 11+87.05
END CONSTRUCTION R 110'
16'16'18'R50'
R
50'R 15'15'600'R20'R5'R
5
'R
160'R
R 110'2'-6"
C
&
G
17'
MIN.12'12'12'12'12'R 350'
R 90'
R
90
'300'R90'R12'12'12'12'12'12'12'12'12'12'12'13'4'13'13'4'R 120'R120'12'12'12'
R 130'12'195' TAPER
25'R23'R 20'12'+705.5'
12
'TIE TO EXIST.
R50'R30'12'
1
2'
50:1 TAPER
12'12'12'12'20'TYP.R1
0'R1
0'R1
0'
R
10'
R
10'
10'R10'R10'
R
17.5'5.5'R 90'R 160'-Y8- STA. 10+26.52
BEGIN CONSTRUCTION
1'-6" C&G
1'-6" C&G9.5'+51.92END 2'-9" C&G
+89.68,+89.68+61.37+13.14BEGIN 2'-6" C&G
-Y8- +96.19,
END 2'-6" C&G
-Y10- +87.05,
BEGIN 2'-6" C&G
-Y10- +87.05,
50'R +95.07BEGIN 1'-6" C&G
+99.51,+16.34+12.04R 700
'12'+48.8512'+12.65+05.12+
3
0.
4
1 +84.43+12.31+26.22R 300'14'MIN.
17
'M
IN
.130'R12'12'+11.71+95
.43
BEGIN 2'-6" C&G
-Y11- +57.28,10'R10'R
END 2'-6" C&G
+81.59,
BEGIN 2'-6" C&G
+08.89,
BEGIN 1'-6" C&G
+63.81,12'+32.8612'+12.63+03.93+67.31+36.33+57.58+89.36+37.08+75.81+96.87+25.1112'12'12'+96.1913'50
'
R2'2'2'
2'
BEGIN 2'-6" C&G
+83.75,
2'-9" C&G
BEGIN 2'-9" C&G
+85.37,
END 2'-6" C&G
+74.99,
END 2'-9" C&G
-Y11- +56.08,
END 2'-9" C&G
+76.38,
BEGIN 2'-6" C&G
+15.62,
BEGIN 2'-9" C&G
+40.07,2'-9"C&G2'-6" C&G2'-6" C&G+18.85END 1'-6" C&G
+96.87,200'
R
50'R+89.6812'+14.0812'5'R
49' (TYP)
15'R 10'R
140'R
12'8'W/ HANDRAIL
RETAINING WALL
+56.60, BEGIN
W/ HANDRAIL
RETAINING WALL
+71.30, END
2'-6" C&G
+56.73, END
-Y8-
+56.00
W/ HANDRAIL
END RETAINING WALL 12'300' STORAGE
1'-6" C&G
END
BEGIN 2'-6" C&G
+86.50,
END 2'-6" C&G
+64.38,38'28'R15'21'-3"34'28'31'20'14'14'
23'
-RAB5- PT Sta. 15+34.07
-RAB5- PC Sta. 10+00.00 =
-L- POC Sta. 161+37.16 =
-RAB5- POC Sta. 12+42.87
-L- POT Sta. 163+07.73 =
-Y10- POT Sta. 10+00.00
-L- POT Sta. 157+24.88 =
-Y8- POT Sta. 11+55.03
-L- POT Sta. 157+58.33 =15516016515
-L- PRC Sta. 155+51.92
-Y8- POT Sta. 10+00.00
-Y8- PT Sta. 11+18.56
-Y10- PT Sta. 13+64.16
-Y10- PC Sta. 11+87.05
-L- PRC Sta. 160+72.85
-L- PRC Sta. 164+63.81
-L- PRC Sta. 163+19.01
-Y11- POT Sta. 10+00.00
-Y11- PC Sta. 11+32.31
-Y11-PT Sta. 12+77.50
-Y11- POT Sta. 13+66.94 =
-RAB5- Sta. 13+83.99
-Y8- PC Sta. 10+57.74
R 600'CRCRCRCR
CRCR
CRCRCR
CRCRCR CR
C
R
C
R
CR
C
R
CR
CR
CR-L--Y8-
-Y10-
-RAB5-
-Y11-
SE = NC
-L--L--Y10-
-RAB5--Y11-PI Sta 12+07.02
D
L = 145.19'
T = 74.71'
R = 250.00'
PI Sta 10+92.55
D
L = 60.82'
T = 34.81'
R = 50.00'
D D
R = 300.00'
D
R = 300.00'
D
SE = NC
SE = NC SE = NC
PI Sta 158+12.62
L = 520.93'
T = 260.71'
R = 4,940.00'
PI Sta 162+03.33
L = 246.17'
T = 130.49'
L = 144.80'
T = 73.84'
PI Sta 167+65.58
L = 603.18'
T = 301.76'
R = 7,220.00'
PI Sta 163+92.85
D
R = 1,500.00'
SE = 04
DS = 50 MPH
PI Sta 154+00.57
L = 303.73'
T = 152.39'
DS = 50 MPH
SE = RC
DS = 50 MPH
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 12+76.54
D
L = 177.11'
T = 89.49'
R = 500.00'
SE = SEE PLANS
SE = EXIST.
F
FFF
F
F
F
F
F
C
C
F
C
F
F
F F
F
F
C
C
C
C
F
F
F
F
F
F
F
F
F
C
F
C
C
C
C
C
C
C
F
F
F
F
WZ
NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh15.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:15 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
HTR
HTR
GRBSTWD GR30" C&G
30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C
&G
48" CONC
CONC BRIDGE
CONC48" CONC
CONC
CONC CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC BSTBST VARI
ESBEN LAYTON CI
RCLE30" C&G
23' BST
23' BST
24' BST
38' BST
BST
24'
25' BST
10' BST
S
GATE
3-SBW
72" CHL
CONC
BLK BUS
S
BILLBOARD
MTL
GR
BST
HTR
HTR
HTR
DECK
S
HOUSE
PUMP
GARAGE 1SFD
1SFD
16' GR
GR
GR
GR
1SFD
54" CONC WALK 30" C&G
54" CONC WALK
S
BST
BK BUS
S
CONC
CONC
BEN LAYTON CIRCLE 18'
PAVED ROADWAYGR
10'
WOODS
CONC
60" CHL
BLK BUS
60" CHL
CONC
WOODS
GR
11'10' GR
1SBKD
1SBKD
GR
GR
48" WW
S
MTL
MTL BUS
60" CHL
48" WW
GR
TIMBERSLANDSCAPE6"
CONC
MTL BUS
MTL BUS
CONC
BST
BST
S
60" CHL
CONC CONC
1SBKD GR
48" BK WALL
S
CONC
BILLBOARDMTL
BST
CONC
BK BUS
BST
72" CHL
CHL
72"
GATE
24" C&G
24" C&G
24" C&G
24" C&G
CONC
24" C&G
24" C&G
24" C&G72" CHL
BST
BST
BST
CONC
CONC
MTL BUS
MTL BUS
B
B
GATECHL72"CHL72"
72" CHL
BANNER WAY
1
9' PAVED ROADWAYGRGR
GRBST72" CHL 3-SB
W96" CHL 3-SBW96" CHL 3-SBWCONC15" RCP40'
BSTGATERIP RAPRIP RAPRIP RAPBSTBSTBST34'
BSTWOODS72" CHLMTL BUSS
WD/WALKWAY
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
DECK
CONC
BST48" CHL
GATE
ARBOR
OFFICEHTR
DECK1SFDS15" RCP15" RCPHTRWOODS
48" CHL 48" WW 1-SBW24" RCP W/FES48" CHL
48" CHL
CALEB CT 15' GR
BUNCH CIRCLE 15' GR20' BST15" RCPDECKHTRDECKHTR15" RCPSSHTRHTRHTRHTRHTRGR15' BSTDECKWOODSWOODSRAPRIPRAPRIP72" CHLCONCSHELTERMTL CANOPYBILLBOARDSCONC48" ROPE
CALEB CT 15' GR
24" GUTTER24" GUTTERCONCDECKWOODS
SR 1770 SUNSET AVE 25' PAVED ROADWAY
SR 1770 SUNSET AVE 25' PAVED ROADWAY
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
GR12'RAMPWDDECKCONCDECKDECKDECKDECKDECKHTRHTRHTRCONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTERRAINBOW LANE 18' PAVED ROADWAYHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL
S
S
WOODS
CHL
48"
GR
GR
32
' CONCGR 48" WW 1-SBW48" WW 1-SBW48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW24" C&G
24" C&G
A/G TANK
48" WW 1-SBW48" WW 1-SBW
METERPWRMETERPWRMETERPWRMETERPWR3
0' ACCESS EASEMENT3
0' ACCESS EASEMENT5' DRAINAGE AND UTILITY EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
20' SANITARY SEWER EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
PDE PDEPDEPDEPDE R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPS 86°46'45" W
358.31'
0.19' R/W TO EIP
S 0
7°0
6'24"
E
10
4
3.12'
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
60.00'S 18°02'26" W201.20'S 18°02'26" W167.34'
S 65°02'34" E
104.49'
S 64°08'56" E
90.75'
S 13°49'03" W
55.36'
S 11°57'23" E
42.7
8'
S
5
3
°2
0'10
" E28
.7
0'
S 67°52'58" E
243.78'S 73°46'46" E
26.20'
EIPN 24°51'42" E299.69'N 24°51'42" E299.68'S 65°08'18" E
142.50'
S 65°04'18" E
71.07'
S 65°01'18" E
122.91'
S 74°09'18" E
83.64'
S 74°09'28" E
122.50'
S 74°09'18" E
122.64'N 14°12'36" E312.32'N 20°32'42" E309.26'1.25' EIP TO R/WN 07°06'17" E301.65'EIP
EIPS 25°57'54" W115.51'EIP
N 71°39'07" W
130.15'S
0
4
°
3
7'
2
2
" W2
1
0.
0
0'N
0
4
°
3
8
'
2
7
" E2
0
9
.
6
0
'
0.
1
4' R/W TO EI
PEIP
EXISTING R/W
EXISTING R/W
60.00'R/WE
XISTI
N
G
S 76°02'38" E
105.00'
S 84°19'45" E
181.00'S
0
4
°
4
5'
1
5
" W1
9
1
.
4
1'
1.0
7' R/W
T
O
EIP
N 89°15'15" E
105.22'
N 82°39'45" W
19.06'S
0
3
°
1
4'
1
3
" W2
2
2
.
7
0'S 06°25'15" W118.03'
R/W MON
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/WS 85°23'18" E457.50'S 02°29'15" W164.66'EIP
EIP EIPEIPEIPEIPEXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/WEI
P0.02' R/W TO EIP EIPEIP0.06' EIP TO R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W VARIESVARIESS 71°48'21" E
616.92'
150' CP&L EASEMENT
150' CP&L EASEMENT150'
CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENTCIT
Y
O
F
R
O
C
K
Y MO
U
N
T
LI
MIT
S ;;;
;
;;
;
;
;;;;20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
BST
22'
GR
GR
24' BST
GATE
12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20'
BST40' BST40' 72" CHL24" C&GGRGRFALLOW15" RCP5
6
7
89 10
11
12
13
14
15
16
17
18
19
20
22
23
24
25
26
27
28
29
30
31
32
3334
35
36373839
40
41
112
113
114
115
116 117
118
119
120
121
122 123
124
125
126127
128
132
133
134
135
136
137
138
139
140
141
142143
144
162
163
164
165
240
241
242
244
245
246
247
248
21
W/LTW/LT
W/LT
129
4W/LTW/LT
W/LT
8" PVC4" PVC
(SERVI
CE)4" PVC (SERVICE)8" PVC
8" PVC8" PVC8" PVC8" PVC 12" PVC12" DIP
12" DIP12" VCP12" DIP
12" VCP
12" VCP12" VCP4" PVC (SERVICE)10" VCP12" RCP4" PVC (SERVICE)
10" VCP
8" VCP 4" PVC (SERVICE)12" RCP
12" RCP
12" RCP
8" PVC8" PVC
8" PVC
DI
15" RCP
15" RCP18" RCPCB 18" RCP
CB
CB
24" RCPCB
24" RCP
CB
24" RCP
15" RCPCB
24" RCP
DI
1
5
" RCP
CB
30" RCP
24" RCP
CB
15" RCPDI15" RCP
DI
CB
30" RCP
CB
30" RCP
15" R
C
P
CB
15" RCP
15" RCP
CB
CB
15" RCP
CB
54" RCP24" RCP24" HDPE
DI12" HDPE24" RCP18" RCPRISERTOP=184.17'
DI
15" HDPE15" HDPE
DI
24" HDPE
DI
DI
12" HDPE12" HDPECURB INLET
24" RCP
CURB INLET
CURB INLET
CURB INLET
CURB INLET
8"
C
MP
8"
C
MP
8"
C
MP
8"
C
MPDI36" RCPFES36" RCP
DI36" RCP
DI36" RCP
FES24" RCP24" RCP FESFESFESFESFESFES18" CMP15" RCP18" RCP8" PVC
10" VCP
15"
R
CP
FESBL-106BL-107BY1-207
BY1-208
BY1-209
BY1-210
BY1-211
BY1-212BY4-401BY4-402LT
LT
LT
LT
LT
LT
LT
LT LTLTLTLTT
T
TT
T
C
T
C
HH
SSTT
T
T
T
TTT
HH
HH
HHT
PER RECORDS
REPEATER ABANDONED
CABLE FEEDING
HH
HH
6" PLASTIC 6" PLASTIC
6" PLASTIC
6" PLASTIC 6" PLASTI
C6" PLASTIC2" PLASTIC6" PLASTIC
6" PLASTIC
6" PLASTIC
6" PLASTIC
CT
T
HH
6" DI
6" DI
6" DI
6" DI
24" DI
6" DI
24" DI
8" UNKNO
WN
8" UNKNOWN
6" DI
24" DI
4" PVC
4" PVC
4" PVC PVC6" 6" PVCDUCT BANK
DUCT BANK
DUCT BANK
DU
CT
BANK
DUCT BANK
DUCT BANK2" PLASTIC2" PLASTIC
6" DI
6" DI
6" DI 8" DI6" DI6" DI
8" DI
24" DI
24" DI
8" PVC48" ROPE48" CHLR/WE
XIS
TI
NG
R/W
EXISTING 48" CHL48" CHLSR 1770 SUNSET AVE
36' PAVED ROADWAY
0.03' EIP TO R/WEXISTING R/W
5' DRAINAGE AND
UTILITY EASEMENT
R/WEXISTING
S
0
3°2
4'0
7
"
E
2
0
7.6
4'
60" MTL
WW
48"
30" C&G
15" HDPE
60.00'SR 1770 SUNSET AVE
36' PAVED ROADWAY
72" CHL
30" C&G
8" PVC
60.00'
BST20' PAVED ROADWAY VARI
ABLESR 1667
FREI
GHT ROAD72" CHLBILLBOARDMTL R/WEXISTING 60.00'
S 71°48'44" E
664.94'
12" RCP
MONR/W
N 82°48'49" W
242.96'12' PAVED SHOULDER24' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER24' CONC ROADWAY12' PAVED SHOULDERCABLEMTL
MTL MTLMTLMTLMTLMTL
MTLCABLE
S
S
S
S
CONC
CONC
CONC
CONC
CONC HWCONC HW4' WW4' WW4' WW4' WW1
5' UTI
LI
TY EASEMENT20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' SANITARY SEWER EASEMENTEA
SEMENT20' UTILITY I-95 SBLI-95 NBLUNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTEASEMENTUNKNOWN EI
P
S
0
2
°
2
9'
1
5
" W2
7
7
.
3
4'N 81°54'15" E85.55'BY1
2
-
2
3
6
BY1
2
-
2
3
7TT EOI25 PR
1
0
0
P
R8
"
DB 1206 PG 762
ANGELYN EZZELL
DB 2558 PG 278
MB 37 PG 208
DB 2495 PG 45
MB 11 PG 230
TRESSELL HOMES, LLC
DB 2100 PG 931
JLR REAL ESTATE, LLC
DB 2751 PG 285
DB 2558 PG 278
DB 2417 PG 201
DB 1588 PG 949
DB 2568 PG 829
JONATHAN KURIEN
DB 2569 PG 368
HICKORY PROPERTY, INC.DB 1222 PG 517
DB 1427 PG 240
MB 22 PG 33
JEFFREY SYKES, ET UX
DB 2331 PG 792
MB 20 PG 216
MCKENNY DIXON, JR.
MB 29 PG 49
DB 1396 PG 540
MB 20 PG 308
MB 26 PG 278
JOHN A. DEW
DB 2257 PG 265
MB 15 PG 378
DORNGOOD PROPERTIES, LLC
MB 11 PG 230
MB 11 PG 230
MB 11 PG 230
CONTRACTORS, LLC
WILLIAMS GENERAL
PROPERTIES, LLC
MOMEYER
CONTRACTORS, LLC
WILLIAMS GENERAL
PARTNERSHIP
MICHEL REAL ESTATE
JLR REAL ESTATE, LLC
DB 2100 PG 931
BARBARA ANN RICHARDSON
CONTRACTORS, LLC
WILLIAMS GENERAL
PARTNERSHIP
MICHEL REAL ESTATE
DB 1222 PG 517
MB 11 PG 230
WILLIAMS GENERAL CONTRACTORS, LLC
DB 2558 PG 278
DB 2651 PG 696
3MR LIMITED PARTNERSHIP
BKT ENTERPRISES, L.P.
DB 1559 PG 119
DB 1884 PG 364
FHO PARTNERS, LLC
RAY MILES SYKES, ET UX
DB 1427 PG 244
MB 25 PG 11
DB 1846 PG 112
HARPER, JR.
CLIFTON PRICE
MB 15 PG 378
DB 2593 PG 337
WILLIAM JEFFREY SYKES, ET UX
DI
DI
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
CB
CB
CB
CB
CB
CB
CB
CB
EST 21 SY GF
EST 8 TONS
CLASS B RIP RAP
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
CB
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAP18" RCP-IV15" RCP-IV
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
CB
CB
HW
15" RCP-IV
CB
DI
DI
1
5
" RCP-I
V
15" RCP-IV
18" RCP-IV 18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
30" RCP-IV
30" RCP-IV
CB
CB
1601 1602
1603
1604
160716381606
1608
1609
1610
1611
1612
1613
1614
16151630
1617
1619
1621
1622
1623
1624
1626
1628
1631
1632
1633
1635
1636
1641
1642
1643
1644
1647
1648
1649
1651
1650
1653
1654
1655
1657
1665
1670
1671
1672
1673
1674
1675
1676
1677
1678
1679
1681
1682
1684
1686
1686
1687
CB
CB
HW
1660
TRENCHLESS INSTALLATION 60" WELDED STEEL
1661
1662
1664
EST 75 SY GF
EST 40 TONS
EST 73 SY
CLASS I RIP RAP
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
REMOVE
EST 62 SY GF
EST 33 TONS
EST 60 SY
CLASS I RIP RAP
54" RCP-IV
RCP-IV 15" EST. 8 TONS
CLASS 'B' RIP RAP
21 SY GEO-TEXTILE
15" RCP-IV
15" RCP-IV
CB 18" RCP-IV 18" RCP-I
V
18" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
DI
DI
DIDI
CB
1645
1639
1640
30" RCP-IV
18" RCP-IVDETAIL 16-10
SEE SHEET 2D-1
STANDARD 'V' DITCH
24" RCP-V18" RCP-IV (BURIED 1.0')
60" RCP-IV
(BURIED 1.0')
60" RCP-IV
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
RCP-IV
15"
1688CB
DI1629
15" RCP-IV
24" RCP-IV
DI 1627
DI
1656
DI
DI
1690
1689
1646
1618
1616
DI
DI
DI
1691
15" RCP-IV
R
C
P-IV 15"
DI DI1605
1620
15" RCP-IV 15" RCP-IV
1663
30" RCP-IV
15" RCP-IV
30" RCP-IV
30" RCP-IV
1
8"
R
C
P-I
V
15" RCP-IV
DETAIL 16-1
SEE SHEET 2D-1
CHANNEL RELOCATION
DETAIL 16-2
SEE SHEET 2D-1
CHANNEL RELOCATION
DETAIL 16-4
SEE SHEET 2D-1
BERM V DITCH
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-7
SEE SHEET 2D-1
STANDARD BASE DITCH
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-8
SEE SHEET 2D-1
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DETAIL 16-9
SEE SHEET 2D-1
SPECIAL CUT BASE DITCH
EST 54 SY GF
EST 36 TONS
CLASS I RIP RAP
BANK STABILIZATION
30" RCP-IV
1685
CB
CB
CB
DI
1683
CB
2GI-A
2GI-A
2GI-A
30" RCP-IV1691
JB w/MH
1625
1694
1693
EST 5 SY GF
EST 1 TONS
CLASS B RIP RAP
BDO
1658
15" RCP-IV
GRADE TO DRAIN
GRADE TO DRAIN
RCP-IV
15"
RCP-IV 15"
W /ELBOW S15" CSP
15" RCP-IV
RCP-IV 18"
RCP-IV
15"
w/MH
JB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
18" RCP-IV
54" RCP-IV
GRADE TO DRAIN
W/ELBOWS
15" CSP
@ 5' SPACING = 86 SLOTS
12" W x 4" H BARRIER SLOT
FLOWABLE FILLFILL WITH
2GI 1634
RCP-IV 15"
2GI1652
RCP-IV
15"
+81.6
BEG. SBG
+10.8
END SBG
EST 10 SY GF
EST 4 TONS
EST 9 SY
CLASS I RIP RAP
15" CSP w/ELBOWSw/ELBOWS15" CSP
15" RCP-IV
15"
R
C
P-I
V 15" RCP-IVDETAIL 16-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-8
SEE SHEET 2D-1
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
W/
E
L
BOWS
1
8
" CS
P
CB
1692
DETAIL 16-11
SEE SHEET 2D-1
TOE PROTECTION
53
54
59
58
57
56
55
60
61
53
141
142
143
144
145
146
147
70
151
51
53
140
C
H
O
R
D
C HOR D040203
02
02
01
01
00
025040302
5
01000102025030402502502502502502020303040401010008
0
8
07
06
05
04
03
02
5
08
07
06
05
04
03
025
0808
07
06
05
04
03025
025
03
04
05
06
07
0803
04
03
02
01
EX EX
EXEX0
2
0201
04
0
1
000201
0
2
0
1
00025
03
04
050
6
07080250250
2
5
0
2
5
0250250807060504
03
02 01102025025
025
025
025
0 2 0200
0001
0203
01020
3
04
04
03 0001 010403
020304
04
0302010001
02
12'12'12'12'12'16'4'
10'
12'16'4'4'
12'16'4'
12'12'
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
(TYP)
49'
(TYP)
(T
YP)(TYP)32'(TYP)
(TYP)26'1'-6" C&G
1'-6" C&G
100' TAPER
450' STORAGE
550' STORAGE
-Y15- STA. 14+18.61
BEGIN CONSTRUCTION
-L- STA. 189+42.39
BEGIN BRIDGE
-L- STA. 189+17.44
APPROACH SLAB
BEGIN
-L- STA. 192+40.88
END BRIDGE
-L- STA. 192+66.00
END APPROACH SLAB
2
0
0'R300'RT
YP.
TYPE III
TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77B-77TYPE4
'16'10'300' TAPER6'8:130'R15'R
C
D
R 700'
R 90'15'
15'15'15'15
'
15
'12'12'12'12'1'-6" C&G1'-6" C&G27'R27'R27'R12'
R 350'
R 120'4'13'13'17'
MIN.
16'4'
16'4'4'16'4'10'
17'4'13 '13'90'RR
90
'13'R 3000'
10'R
12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'
1
2'12'
12'+53R 90'12'12'12'12'12'12'
MIN.
2
4'
12'
10'
4'
4'
16'
12'
10'
12'25'10'14'14'10'
4'4'12'
3
2'
4'
16'
12'
4'
4'16'12'6'6'
4'
12'
23'10'
23'10'
22'-3"22'9'-5"
23'
4'
4'
10'-8"
23'22'-4"22'
12'12'
4'
R 90'
6'4'13'13'16'14'14'16'10'12'12'12'12'12'12'12'12'10'15'15'4'
1
0'16'4'
-DRIVE2- STA. 11+86.03
END CONSTRUCTION
R10'R10'10'R 10'R R27'R10'
12'12'21'TYP.
12'
12'
12'12'
12'R 100'R 30
0'R 300'R50'R40'
25'
R40'RR 200'
R 200'
R 300'
R 300'R 300'R 110'12'6'12'75' TAPER
75' TAPER
12'12'12'6'12'10'10'R 300'
R 300'
R 90'
R 90'
R 120'
R 300'
R 300'8'4'8'
4'
8'
4'16'4'16'8'
4
'12'
R
1
2
5'
4'
10'16'
1'-6" C&G2'-6" C&G6'5.5'5.5'8.6'B-77TYPE6'
7'8:18:18:18:18:18:18:18:18:18:18:18:116'
4'
+67
+01.87+49.52+23.64+71.84+43.64+19.45+13.67+80.90+32.70+92.84+17.80+69.81+51.44+19.53+68.70+92.99+07.4849'+02.63END 2'-6" C&G
+17.08,
BEGIN 2'-6" C&G
+51.31,+91.63+79.00+01.12+64.51+06.34+54.34+49.1712'+49.92+99.0812'+10.0735'R
BEGIN 1'-6" C&G
+49.17,35.5'+8
6.
6
0
12'+
6
5.8
5
12'+8
0.6
3
120'R17'MIN.
14'MI
N.150'RR 140'+92.53+01.71C&G
END 1'-6"
+90.41,
50'R+80.35
+72.49
+67.98
+18.00
+11.06
END 2'-9" C&G
-Y15- +31.88,
BEGIN 2'-6" C&G
+65.23,
1
1
0'R+69.12END 2'-6" C&G
-LRPC- +88.10,
+23.54+11.44
+27.84 +13.43+16.84+89.92
BEGIN 2'-6" C&G
-LLPC- +25.97,
BEGIN RETAINING WALL
-LLPC- +10.07 BEGIN BARRIER
+03.04
+58.35
+14.80
+79.53
+64.80
+07.49GREU TL-3+28.75+19.55R 65'R 65'
2
9
4'R
+8
5.2
7
+
13.9
6
12'+
93.54
+38.88TYPE III
+81.60
BEGIN BARRIER
+10.81
END BARRIER
+10.81+86.13+85.816'+46.92+77.07GREU TL-3
+98.41+12.93+23.0717'
MIN.14'MIN.4'13'120'R+30.14+53.501'-6" C&G
BEGIN
+45.41,
END RETAINING WALL
-CD1- +58.96 END BARRIER
+15.18 +56.14
+64.16 +62.43
+51.70 +34.23-CD1- +76.45GREU TL-3+35.59
+30.93
+42.75
-L2SB- +18.39IA-MASH, TL-3-L2NB- +24.68IA-MASH, TL-3+86.23
+23.73
+07.90
WALL
END RETAIN.
END BARRIER
-CD2- +07.90
+29.40
+50.90
+06.13
+77.40
4'
+71.18
4'-L2NB- +76.61IA-MASH, TL-3+46.87
+38.86
+40.58
+51.31
+10.35 +47.37
+
33.7
8+85.85
END 2'-6" C&G
+56.55,
GREU TL-3,+16.55
+62.97
+75.00
+00.85
+22.05
+46.39
R25
'BEGIN RETAINING WALL
-LLPD- +28.77 BEGIN BARRIER
END 2'-6" C&G
+56.81,
BEGIN 2'-6" C&G
+85.14,
2'-6" C&G 2'-6" C&G
2'-6" C&G
END 2'-6" C&G
+17.00,
BEGIN 2'-6" C&G
+43.69,
11'11'
100'R
R 90'R 90'R 140'2'
2'END 2'-6" C&G
+00.96,
BEGIN 2'-9" C&G
+12.52,
C&G2'-9"
BEGIN 2'-6" C&G
+59.25,
END 2'-9" C&G
+49.25,2'C&G
2'-9"BEGIN 2'-9" C&G
+92.53,
END 2'-6" C&G
+82.53,
2'-6" C&G
-CD2- +67.15IA-MASH, TL-3+09.71
R150'R 90'
R 104'
65'R
1'-6" C&G15'+09.0415'ISLANDMONO.+18
.14
215'R200'RR 65'15
'+27
.88
2'-9" C&G
22'+
27.99(TYP)22'(TYP)+61.88
40'R
30'R 18'R 18'R30'
R
END 2'-6" C&G, BEGIN 2'-9" C&G
-LRPD- +18.77,
BEGIN 2'-6" C&G
END 2'-9" C&G
+29.68,
BEGIN 2'-6" C&G
-LRPD- +99.20,125'R125'R100'R
R 500'
4'
+10.33
BEGIN CL FENCE
+95.06
END CL FENCE
20'20'
28'28'
31'-2"
28'
38'
35'
+49.7732'24'-4"
20'30'-5"
R8'
8'R
28'
28'R10'25303530354040454045-RAB6- POC Sta. 12+71.33
-L- POC Sta. 185+35.93 =
-RAB6- P0C Sta. 11+09.84
-LRPC PT Sta. 22+86.02 =
-CD1- PT Sta. 29+13.26
-CD1- PC Sta. 25+25.90
-CD1- POT Sta. 32+47.77
-L- POT Sta. 189+80.08 =
-L2SB- POT Sta. 42+95.65
-L- POT Sta. 190+49.42 =
-CD2- POT Sta. 37+91.78
-L- POT Sta. 192+03.19 =
-RAB6- POC Sta. 14+07.73
-Y15- POT Sta. 19+41.79 =
-RAB7- PC Sta. 12+80.52
-L- POC Sta. 197+43.15 =
3025
15
-RAB6- PT Sta. 15+34.07
-RAB6- PC Sta. 10+00.00 =
-L- POT Sta. 183+65.77 =
12.00' RT.
-CD2- POT Sta. 38+04.00,
-LLPD- ST Sta. 10+00.00 =170175180185190195POT Sta. 10+00.00
15
20
1
5
15-L- PT Sta. 170+66.99 -L- PC Sta. 172+91.15
-L- PT Sta. 177+58.32
-DRIVE2- POT Sta. 12+50.56
-DRIVE2- PT Sta. 11+66.85
-DRIVE2- PC Sta. 10+51.25
-Y15- PT Sta. 19+23.70
-Y15- PC Sta. 14+18.61
-L- PT Sta. 187+10.33
-L- PRC Sta. 185+83.86
-L- PRC Sta. 184+80.64
-Y15- PRC Sta. 18+49.83
-DRIVE2- POT Sta. 10+00.00 =
-Y15- Sta. 17+64.53
-L- PC Sta. 181+91.79
-L- PC Sta. 194+53.21
-L- PRC Sta. 196+22.53
-LRPC- PC Sta. 22+41.01
-LRPC- ST Sta. 18+65.73
-LRPC- CS Sta. 16+09.73
-LLPC- SC Sta. 12+00.00
-LLPC- ST Sta. 10+00.00 =
-CD1- Sta. 32+05.59, 12' LT
-LLPC- PCC Sta. 17+27.24
-LLPC- PT Sta. 17+70.77
-LLPC- POT Sta. 17+76.19 =
-RAB6- Sta. 11+80.04
-LLPD- SC Sta. 12+00.00
-LLPD- PT Sta. 17+63.23 =
-RAB7- Sta. 11+36.69
-LLPD- PCC Sta. 16+52.56
-RAB7- Sta. 11+98.86
-L- Sta. 195+72.57 =
-RAB7- Sta. 10+00.00 =
-RAB7- Sta. 15+34.07
-LRPC-
20
-LRPD- PRC Sta. 22+66.15
-LRPD- PT Sta. 23+27.88 =
-LRPD- ST Sta. 20+42.39
-LRPD- CS Sta. 17+86.39
-LR[D- SC Sta. 15+02.2315 Sta. 198+02.71
-L- PT
-LRPD- PT Sta. 23+22.71
-L2NB- POT Sta. 43+02.34
-L- POT Sta. 191+33.84 =
-LRPD- PC Sta. 21+65.38=
-LRPDSPUR- POT Sta. 10+00.00
-LRPDSPUR- PC Sta. 10+52.06
-LRPDSPUR- PT Sta. 11+54.06
PT Sta. 12+02.24
-LRPDSPUR-
PC Sta. 11+87.45
-LRPDSPUR-
15" RCP-IV
15" RCP-IV CRCRCRCRCRCRC
R
CRCR CR
CRCRCRCR
C
R CRCR
CR
CR
CR
CR
CR
CRCR
CRCRCRC
R
CR
CR-L--RAB6-
-Y15-
-LRPC-
-RAB7-
-LLPD-
-LLPC-
-LRPD-
PI Sta 27+19.60
D
L = 387.36'
T = 193.69'
R = 13,000.00'
-CD1-
DS = 30 MPH
SE = 8%
SE = 4%SE = SEE PLANS
SE = NC
DS = 60 MPHDS = 30 MPH
SE = 8%
DS = 50 MPH
SE = 8%SE = 4%SE = NC
SE = 4%
-L--LRPD--CD2--L2NB--L2SB--CD1--LLPC-
-LLPD--CD1--L2SB--L2NB--CD2--
Y15-
-RAB6-
-RAB7-
PIs Sta 14+17.15
F
Ls = 256.00'
LT = 170.92'
ST = 85.56'
PI Sta 16+45.99
D
L = 284.16'
T = 143.76'
R = 760.00'
PIs Sta 18+71.95
F
Ls = 256.00'
LT = 170.92'
ST = 85.56'
PI Sta 16+46.80
D
L = 431.22'
T = 228.20'
R = 533.00'
PI Sta 18+87.53
D
L = 73.87'
T = 37.70'
R = 150.00'
PI Sta 22+63.70
D
L = 45.01'
T = 22.69'
R = 146.00'
PIs Sta 11+34.88
F
Ls = 200.00'
LT = 134.88'
ST = 68.07'
PI Sta 15+76.96
D
L = 452.56'
T = 376.96'
R = 215.00'
PI Sta 17+14.33
D
L = 110.67'
T = 61.77'
R = 100.00'
PIs Sta 11+34.75
F
Ls = 200.00'
LT = 134.75'
ST = 67.96'
PI Sta 17+38.93
D
L = 527.24'
T = 538.92'
R = 224.00'
PI Sta 17+49.49
D
L = 43.52'
T = 22.23'
R = 86.00'
D
L = 353.73'
T = 178.73'
R = 1,000.00'
PI Sta 14+34.73
D D
D
R = 300.00'
D
D
R = 300.00'
SE = 04
DS = 50 MPH
SE = NC
SE = NC SE = NC
SE = NC
PI Sta 175+26.64
L = 467.17'
T = 235.49'
R = 1,500.00'
PI Sta 183+36.24
L = 288.86'
T = 144.45'
PI Sta 185+32.77
L = 103.22'
T = 52.12'
PI Sta 186+48.03
L = 126.47'
T = 64.17'
R = 303.00'
R = 7,250.00'
PI Sta 195+40.19
L = 169.33'
T = 86.99'
R = 300.00'
PI Sta 197+15.43
L = 180.17'
T = 92.90'
D
D
SE = NC
PI Sta 167+65.58
L = 603.18'
T = 301.76'
R = 7,220.00'
-DRIVE2-
PI Sta 11+10.10
D
L = 115.60'
T = 58.85'
R = 250.00'
DS = 50 MPH DS = 50 MPH
SE = NC
-L-
PIs Sta 16+95.20
F
Ls = 256.00'
LT = 170.81'
ST = 85.47'
DS = 30 MPH
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 22+31.56
D
L = 125.50'
T = 66.18'
R = 160.00'
PI Sta 23+05.77
D
L = 29.50'
T = 14.88'
R = 90.00'
DS = 30 MPH
PI Sta 11+04.20 PI Sta 11+94.88
SE = SEE PLANS SE = SEE PLANS
-LRPDSPUR-
F
F
F
F
FFF
F
F
F
F
F
F
F
F C F
F
F
F
F
F
F
F
C
C F
C
F
F
F
F
F
C
F
C
C
C
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
CC
C
C
F
C
C
C
C
C C
F
FC
F
F
C
C
C C
C
C
C
C
C
C
C
F
F
F F
C
C
C C
C
F
F
C
C
C
C
F
C
F
F
C
F
F
CF
C
C
F
F
C
F
F
F
F
F
C
C
C
C
C
F
C
WJ
SD
S
F
S
F
WB NAD 83/ 201140'RLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE6/2/99PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh16.dgnUSER:SWEATHERDATE:8/14/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:2:31:33 PMTIME:NCDOT_pshpfl.tbl
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
SEE SHEET 22
STA. 16+00.00,
MATCHLINE -LRPC-
SEE SHEET 22STA. 25+00.00,MATCHLINE -CD1-
SEE SHEET 22STA. 30+00.00,MATCHLINE -CD2-
SEE
SHEET
22
STA. 15+00
.00
,
MATCHLINE -LRPD-
SEE SHEET 23STA. 39+00.00,MATCHLINE -CD1-
SEE SHEET 23STA. 44+00.00,MATCHLINE -CD2-
SUNSET AVENUE
ADT2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
AT BANNER WAY
144
300
567
800
711
1100
BANNER WAY15611
23000
17511
23500
SUNSET AVENUE
ADT2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
4600 4600
1900 2800 2490024000
16500
40600
58800
16300
54300
AT I-95
I-95I-9539600
0 0
0 0 *16
MATCHLINE -L- STA. 169+00 SEE SHEET 15SEE SHEET 17MATCHLINE -L- STA. 199+00,SEE SHEET 50 FOR -DRIVE2- PROFILE
SEE SHEET 49 FOR -Y15- PROFILE
SEE SHEET 45 FOR -RAB7- PROFILE
SEE SHEET 45 FOR -RAB6- PROFILE
SEE SHEET 43 FOR -LRPD- PROFILE
SEE SHEET 43 FOR -LLPD- PROFILE
SEE SHEET 42 FOR -LRPC- PROFILE
SEE SHEET 42 FOR -LLPC- PROFILE
SEE SHEET 40 & 41 FOR -CD2- PROFILE
SEE SHEET 38 & 39 FOR -CD1- PROFILE
SEE SHEET 34 & 35 FOR -L- PROFILE*SKEW = 95°43'12"
PI Sta 11+04.20
D
L = 102.00'
T = 52.14'
R = 200.00'
PI Sta 11+94.88
D
L = 14.79'
T = 7.43'
R = 65.00'
SE = SEE PLANS SE = SEE PLANS
-LRPDSPUR-
HTR
HTR
GRBSTWD GR30" C&G
30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C
&
G
48" CONC
CONC BRIDGE
CONC48" CONC
CONC
CONC CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC BSTBST VARI
ESBEN LAYTON CI
RCLE30" C&G
23' BST
23' BST
24' BST
38' BST
BST
24'
25' BST
10' BST
S
GATE
3-SBW
72" CHL
CONC
BLK BUS
S
BILLBOARD
MTL
GR
BST
HTR
HTR
HTR
DECK
S
HOUSE
PUMP
GARAGE 1SFD
1SFD
16' GR
GR
GR
GR
1SFD
54" CONC WALK 30" C&G
54" CONC WALK
S
BST
BK BUS
S
CONC
CONC
BEN LAYTON CIRCLE 18'
PAVED ROADWAYGR
10'
WOODS
CONC
60" CHL
BLK BUS
60" CHL
CONC
WOODS
GR
11'10' GR
1SBKD
1SBKD
GR
GR
48" WW
S
MTL
MTL BUS
60" CHL
48" WW
GR
TIMBERSLANDSCAPE6"
CONC
MTL BUS
MTL BUS
CONC
BST
BST
S
60" CHL
CONC CONC
1SBKD GR
48" BK WALL
S
CONC
BILLBOARDMTL
BST
CONC
BK BUS
BST
72" CHL
CHL72"
GATE
24" C&G
24" C&G
24" C&G
24" C&G
CONC
24" C&G
24" C&G
24" C&G72" CHL
BST
BST
BST
CONC
CONC
MTL BUS
MTL BUS
B
B
GATECHL72"CHL72"
72" CHL
BANNER WAY
1
9' PAVED ROADWAYGRGR
GRBST72" CHL 3-SB
W96" CHL 3-SBW96" CHL 3-SBWCONC15" RCP40'
BSTGATERIP RAPRIP RAPRIP RAPBSTBSTBST34'
BSTWOODS72" CHLMTL BUSS
WD/WALKWAY
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
DECK
CONC
BST48" CHL
GATE
ARBOR
OFFICEHTR
DECK1SFDS15" RCP15" RCPHTRWOODS
48" CHL 48" WW 1-SBW24" RCP W/FES48" CHL
48" CHL
CALEB CT 15' GR
BUNCH CIRCLE 15' GR20' BST15" RCPDECKHTRDECKHTR15" RCPSSHTRHTRHTRHTRHTRGR15' BSTDECKWOODSWOODSRAPRIPRAPRIP72" CHLCONCSHELTERMTL CANOPYBILLBOARDSCONC48" ROPE
CALEB CT 15' GR
24" GUTTER24" GUTTERCONCDECKWOODS
SR 1770 SUNSET AVE 25' PAVED ROADWAY
SR 1770 SUNSET AVE 25' PAVED ROADWAY
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
3' PAVED SHOULDER
GR12'RAMPWDDECKCONCDECKDECKDECKDECKDECKHTRHTRHTRCONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTERRAINBOW LANE 18' PAVED ROADWAYHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL
S
S
WOODS
CHL
48"
GR
GR 3
2' CONCGR 48" WW 1-SBW48" WW 1-SBW48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW24" C&G
24" C&G
A/G TANK
48" WW 1-SBW48" WW 1-SBW
METERPWRMETERPWRMETERPWRMETERPWR3
0' ACCESS EAS
EMENT3
0' ACCESS EASEMENT5' DRAINAGE AND UTILITY EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
20' SANITARY SEWER EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
20' SANITARY SEWER EASEMENT
5' DRAINAGE AND
UTILITY EASEMENT
PDE PDEPDEPDEPDE R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPS 86°46'45" W
358.31'
0.19' R/W TO EIP
S 07°06'24" E
10
4
3.12'
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
60.00'S 18°02'26" W201.20'S 18°02'26" W167.34'
S 65°02'34" E
104.49'
S 64°08'56" E
90.75'
S 13°49'03" W
55.36'
S 11°5
7'23" E
4
2.7
8'
S
53
°20'10
" E28
.70'
S 67°52'58" E
243.78'S 73°46'46" E
26.20'
EIPN 24°51'42" E299.69'N 24°51'42" E299.68'S 65°08'18" E
142.50'
S 65°04'18" E
71.07'
S 65°01'18" E
122.91'
S 74°09'18" E
83.64'
S 74°09'28" E
122.50'
S 74°09'18" E
122.64'N 14°12'36" E312.32'N 20°32'42" E309.26'1.25' EIP TO R/WN 07°06'17" E301.65'EIP
EIPS 25°57'54" W115.51'EIP
N 71°39'07" W
130.15'S
0
4
°
3
7'
2
2
" W2
1
0
.
0
0
'N
0
4
°
3
8
'
2
7
" E2
0
9.
6
0'
0.
1
4' R/W TO EI
PEIP
EXISTING R/W
EXISTING R/W
60.00'R/WE
XISTIN
G
S 76°02'38" E
105.00'
S 84°19'45" E
181.00'S
0
4
°
4
5'
1
5
" W1
9
1
.
4
1'
1.0
7' R/W
T
O
EIP
N 89°15'15" E
105.22'
N 82°39'45" W
19.06'S
0
3
°
1
4'
1
3
" W2
2
2.
7
0'S 06°
2
5
'
1
5
" W118
.03'
R/W MON
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/WS 85°23'18" E457.50'S 02°29'15" W164.66'EIP
EIP EIPEIPEIPEIPEXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/WEI
P0.02' R/W TO EIP EIPEIP0.06' EIP TO R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W VARIESVARIESS 71°48'21" E
616.92'
150' CP&L EASEMENT
150' CP&L EASEMENT150'
CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENTCIT
Y
O
F
R
O
C
K
Y MO
U
N
T
LI
MIT
S ;;;
;
;;
;
;
;;;;20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
BST
22'
GR
GR
24' BST
GATE
12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20'
BST40' BST40' 72" CHL24" C&GGRGRFALLOW15" RCP5
6
7
89 10
11
12
13
14
15
16
17
18
19
20
22
23
24
25
26
27
28
29
30
31
32
3334
35
36373839
40
41
112
113
114
115
116 117
118
119
120
121
122 123
124
125
126127
128
132
133
134
135
136
137
138
139
140
141
142143
144
162
163
164 165
240
241
242
244
245
246
247
248
21
W/LTW/LT
W/LT
129
4W/LTW/LT
W/LT
8" PVC4
" PVC
(SERVI
CE)4" PVC (SERVICE)8" PVC
8" PVC8" PVC8" PVC8" PVC 12" PVC12" DIP
12" DIP12" VCP12" DIP
12" VCP
12" VCP12" VCP4" PVC (SERVICE)10" VCP12" RCP4" PVC (SERVICE)
10" VCP
8" VCP 4" PVC (SERVI
CE)12" RCP
12" RCP
12" RCP
8" PVC8" PVC
8" PVC
DI
15" RCP
15" RCP18" RCPCB 18" RCP
CB
CB
24" RCPCB
24" RCP
CB
24" RCP
15" RCPCB
24" RCP
DI
1
5
" RCP
CB 30" RCP
24" RCP
CB
15" RCPDI15" RCP
DI
CB
30" RCP
CB
30" RCP
15" R
CP
CB
15" RCP
15" RCP
CB
CB
15" RCP
CB
54" RCP24" RCP24" HDPE
DI12" HDPE24" RCP18" RCPRISERTOP=184.17'
DI
15" HDPE15" HDPE
DI
24" HDPE
DI
DI
12" HDPE12" HDPECURB INLET
24" RCP
CURB INLET
CURB INLET
CURB INLET
CURB INLET
8"
C
MP
8"
C
MP
8"
C
MP
8"
C
MPDI36" RCPFES36" RCP
DI36" RCP
DI36" RCP
FES24" RCP24" RCP FESFESFESFESFESFES18" CMP15" RCP18" RCP8" PVC
10" VCP
15" R
CP
FESBL-106BL-107BY1-207
BY1-208
BY1-209
BY1-210
BY1-211
BY1-212BY4-401BY4-402LT
LT
LT
LT
LT
LT
LT
LT LTLTLTLTT T
TT
T
C
T
C
HH
SSTT
T
T
T
TTT
HH
HH
HHT
PER RECORDS
REPEATER ABANDONED
CABLE FEEDING
HH
HH
6" PLASTIC 6" PLASTIC
6" PLASTIC
6" PLASTIC 6" PLASTI
C6" PLASTIC2" PLASTIC6" PLASTIC
6" PLASTIC
6" PLASTIC
6" PLASTIC
CT
T
HH
6" DI
6" DI
6" DI
6" DI
24" DI
6" DI
24" DI
8" UNKNOWN
8" UNKNOWN
6" DI
24" DI
4" PVC
4" PVC
4" PVC PVC6" 6" PVCDUCT BANK
DUCT BANK
DUCT BANK
DUCT
BANK
DUCT BANK
DUCT BANK2" PLASTIC2" PLASTIC
6" DI
6" DI
6" DI 8" DI6" DI6" DI
8" DI
24" DI
24" DI
8" PVC48" ROPE48" CHLR/WE
XIS
TI
N
G
R/WEXISTING 48" CHL48" CHLSR 1770 SUNSET AVE
36' PAVED ROADWAY
0.03' EIP TO R/WEXISTING R/W
5' DRAINAGE AND
UTILITY EASEMENT
R/WEXISTING
S
0
3°2
4'0
7
"
E
2
0
7.6
4'
60" MTL
WW
48"
30" C&G
15" HDPE
60.00'SR 1770 SUNSET AVE
36' PAVED ROADWAY
72" CHL
30" C&G
8" PVC
60.00'
BST20' PAVED ROADWAY VARI
ABLESR 1667
FREI
GHT ROAD72" CHLBILLBOARDMTL R/WEXISTING 60.00'
S 71°48'44" E
664.94'
12" RCP
MONR/W
N 82°48'49" W
242.96'12' PAVED SHOULDER24' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER24' CONC ROADWAY12' PAVED SHOULDERCABLEMTL
MTL MTLMTLMTLMTLMTL
MTLCABLE
S
S
S
S
CONC
CONC
CONC
CONC
CONC HWCONC HW4' WW4' WW4' WW4' WW1
5' UTI
LI
TY EASEMENT20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' SANITARY SEWER EASEMENTEA
SEMENT20' UTILITY I-95 SBLI-95 NBLUNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTEASEMENTUNKNOWN EI
PS
0
2
°
2
9'
1
5
" W2
7
7.
3
4'N 81°54'15" E85.55'BY1
2
-
2
3
6
BY1
2
-
2
3
7TT EOI25 PR
10
0
P
R8
"
DB 1206 PG 762
ANGELYN EZZELL
DB 2558 PG 278
MB 37 PG 208
DB 2495 PG 45
MB 11 PG 230
TRESSELL HOMES, LLC
DB 2100 PG 931
JLR REAL ESTATE, LLC
DB 2751 PG 285
DB 2558 PG 278
DB 2417 PG 201
DB 1588 PG 949
DB 2568 PG 829
JONATHAN KURIEN
DB 2569 PG 368
HICKORY PROPERTY, INC.DB 1222 PG 517
DB 1427 PG 240
MB 22 PG 33
JEFFREY SYKES, ET UX
DB 2331 PG 792
MB 20 PG 216
MCKENNY DIXON, JR.
MB 29 PG 49
DB 1396 PG 540
MB 20 PG 308
MB 26 PG 278
JOHN A. DEW
DB 2257 PG 265
MB 15 PG 378
DORNGOOD PROPERTIES, LLC
MB 11 PG 230
MB 11 PG 230
MB 11 PG 230
CONTRACTORS, LLC
WILLIAMS GENERAL
PROPERTIES, LLC
MOMEYER
CONTRACTORS, LLC
WILLIAMS GENERAL
PARTNERSHIP
MICHEL REAL ESTATE
JLR REAL ESTATE, LLC
DB 2100 PG 931
BARBARA ANN RICHARDSON
CONTRACTORS, LLC
WILLIAMS GENERAL
PARTNERSHIP
MICHEL REAL ESTATE
DB 1222 PG 517
MB 11 PG 230
WILLIAMS GENERAL CONTRACTORS, LLC
DB 2558 PG 278
DB 2651 PG 696
3MR LIMITED PARTNERSHIP
BKT ENTERPRISES, L.P.
DB 1559 PG 119
DB 1884 PG 364
FHO PARTNERS, LLC
RAY MILES SYKES, ET UX
DB 1427 PG 244
MB 25 PG 11
DB 1846 PG 112
HARPER, JR.
CLIFTON PRICE
MB 15 PG 378
DB 2593 PG 337
WILLIAM JEFFREY SYKES, ET UX
DI
DI
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
15" RCP-IV
CB
CB
CB
CB
CB
CB
CB
CB
EST 21 SY GF
EST 8 TONS
CLASS B RIP RAP
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
CB
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAP18" RCP-IV15" RCP-IV
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
CB
CB
HW
15" RCP-IV
CB
DI
DI
1
5
" RCP-I
V
15" RCP-IV
18" RCP-IV 18" RCP-IV
24" RCP-IV
24" RCP-IV
24" RCP-IV
30" RCP-IV
30" RCP-IV
CB
CB
1601 1602
1603
1604
160716381606
1608
1609
1610
1611
1612
1613
1614
16151630
1617
1619
1621
1622
1623
1624
1626
1628
1631
1632
1633
1635
1636
1641
1642
1643
1644
1647
1648
1649
1651
1650
1653
1654
1655
1657
1665
1670
1671
1672
1673
1674
1675
1676
1677
1678
1679
1681
1682
1684
1686
1686
1687
CB
CB
HW
1660
TRENCHLESS INSTALLATION 60" WELDED STEEL
1661
1662
1664
EST 75 SY GF
EST 40 TONS
EST 73 SY
CLASS I RIP RAP
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
REMOVE
EST 62 SY GF
EST 33 TONS
EST 60 SY
CLASS I RIP RAP
54" RCP-IV
RCP-IV 15" EST. 8 TONS
CLASS 'B' RIP RAP
21 SY GEO-TEXTILE
15" RCP-IV
15" RCP-IV
CB 18" RCP-IV 18" RCP-I
V
18" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
DI
DI
DIDI
CB
1645
1639
1640
30" RCP-IV
18" RCP-IVDETAIL 16-10
SEE SHEET 2D-1
STANDARD 'V' DITCH
24" RCP-V18" RCP-IV (BURIED 1.0')
60" RCP-IV
(BURIED 1.0')
60" RCP-IV
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
RCP-IV
15"
1688CB
DI1629
15" RCP-IV
24" RCP-IV
DI 1627
DI
1656
DI
DI
1690
1689
1646
1618
1616
DI
DI
DI
1691
15" RCP-IV
R
CP-IV 15"
DI DI1605
1620
15" RCP-IV 15" RCP-IV
1663
30" RCP-IV
15" RCP-IV
30" RCP-IV
30" RCP-IV
18"
R
C
P-I
V
15" RCP-IV
DETAIL 16-1
SEE SHEET 2D-1
CHANNEL RELOCATION
DETAIL 16-2
SEE SHEET 2D-1
CHANNEL RELOCATION
DETAIL 16-4
SEE SHEET 2D-1
BERM V DITCH
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-7
SEE SHEET 2D-1
STANDARD BASE DITCH
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-8
SEE SHEET 2D-1
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
DETAIL 16-9
SEE SHEET 2D-1
SPECIAL CUT BASE DITCH
EST 54 SY GF
EST 36 TONS
CLASS I RIP RAP
BANK STABILIZATION
30" RCP-IV
1685
CB
CB
CB
DI
1683
CB
2GI-A
2GI-A
2GI-A
30" RCP-IV1691
JB w/MH
1625
1694
1693
EST 5 SY GF
EST 1 TONS
CLASS B RIP RAP
BDO
1658
15" RCP-IV
GRADE TO DRAIN
GRADE TO DRAIN
RCP-IV
15"
RCP-IV 15"
W/ELBOWS15" CSP
15" RCP-IV
RCP-IV 18"
RCP-IV
15"
w/MH
JB
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
18" RCP-IV
54" RCP-IV
GRADE TO DRAIN
W/ELBOWS
15" CSP
@ 5' SPACING = 86 SLOTS
12" W x 4" H BARRIER SLOT
FLOWABLE FILLFILL WITH
2GI 1634
RCP-IV 15"
2GI1652
RCP-IV
15"
+81.6
BEG. SBG
+10.8
END SBG
EST 10 SY GF
EST 4 TONS
EST 9 SY
CLASS I RIP RAP
15" CSP w/ELBOWSw/ELBOWS15" CSP
15" RCP-IV
15"
R
C
P-I
V 15" RCP-IVDETAIL 16-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-8
SEE SHEET 2D-1
W/ CLASS B RIP RAP
SPECIAL CUT DITCH
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
W/
E
L
BOWS
1
8
" CS
P
CB
1692
DETAIL 16-11
SEE SHEET 2D-1
TOE PROTECTION
53
54
59
58
57
56
55
60
61
53
141
142
143
144
145
146
147
70
151
51
53
140
C
H
O
R
D
C HOR D040203
02
02
01
01
00
0250403025
01000102025030402502502502502502020303040401010008
0
8
0
7
06
05
04
03
025
08
07
06
05
04
03
025
0808
07
06
05
04
03025
025
03
04
05
06
07
0803
04
03
02
01
EX EX
EXEX0
2
0201
04
0
1
0002
01
0
2
0
1
00025
03
04
050
6
07080250250
2
5
0
2
5
0250250807060504
03
02 01102025025
025
025
025
0 2 0200
00
01
0203
010203
04
04
03 0001 010403
020304
04
0302010001
02
12'12'12'12'12'16'4'
10'
12'16'4'4'
12'16'4'
12'12'
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
(TYP)
49'
(TYP)
(T
YP)(TYP)32'(TYP)
(TYP)26 '1'-6" C&G
1'-6" C&G
100' TAPER
450' STORAGE
550' STORAGE
-Y15- STA. 14+18.61
BEGIN CONSTRUCTION
-L- STA. 189+42.39
BEGIN BRIDGE
-L- STA. 189+17.44
APPROACH SLAB
BEGIN
-L- STA. 192+40.88
END BRIDGE
-L- STA. 192+66.00
END APPROACH SLAB
2
0
0'R300'RT
YP.
TYPE III
TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77TYPE B-77B-77TYPE4
'16'10'300' TAPER6'8:130'R15'R
C
D
R 700'
R 90'15'15'15'15'15'
15
'12'12'12'12'1'-6" C&G1'-6" C&G27'R27'R27'R12'
R 350'
R 120'4'13'13'17'
MIN.
16'4'
16'4'4'16'4'10'
17'4'1 3 '13'90'R
R
90
'13'R 3000'
10'R
12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'12'
1
2'12'
12'+53R 90'12'12'12'12'12'12'
MIN.
2
4'
12'
10'
4'
4'
16'
12'
10'
12'25'10'14'14'10'
4'4'12'
3
2'
4'
16'
12'
4'
4'16'12'6'6'
4'
12'
23'10'
23'10'
22'-3"22'9'-5"
23'
4'
4'
10'-8"23'22'-4"22'
12'12'
4'
R 90'
6'4'13'13'16'14'14'16'10'12'12'12'12'12'12'12'12'10'15'15'4'
1
0'16'4'
-DRIVE2- STA. 11+86.03
END CONSTRUCTION
R10'R10'10'R 10'R R27'R10'
12'12'21'TYP.
12'
12'
12'12'
12'R 100'R 30
0'R 300'R50'R40'
25'R40'RR 200'
R 200'
R 300'
R 300'R 300'R 110'12'6'12'75' TAPER
75' TAPER
12'12'12'6'12'10'10'R 300'
R 300'
R 90'
R 90'
R 120'
R 300'
R 300'8'4'8'
4'
8'
4'16'4'16'8'
4
'12'
R
125'
4'
10'16'
1'-6" C&G2'-6" C&G6'5.5'5.5'8.6'B-77TYPE6'
7'8:18:18:18:18:18:18:18:18:18:18:18:116'
4'
+67
+01.87+49.52+23.64+71.84+43.64+19.45+13.67+80.90+32.70+92.84+17.80+69.81+51.44+19.53+68.70+92.99+07.4849'+02.63END 2'-6" C&G
+17.08,
BEGIN 2'-6" C&G
+51.31,+91.63+79.00+01.12+64.51+06.34+54.34+49.1712'+49.92+99.0812'+10.0735'R
BEGIN 1'-6" C&G
+49.17,35.5'+8
6.
6
0
12'+
6
5.8
5
12'+80.63
120'R17'MIN.
14'MIN.150'RR
140
'+92.53+01.71C&G
END 1'-6"
+90.41,
50'R
+80.35
+72.49
+67.98
+18.00
+11.06
END 2'-9" C&G
-Y15- +31.88,
BEGIN 2'-6" C&G
+65.23,
1
1
0'R+69.12END 2'-6" C&G
-LRPC- +88.10,
+23.54+11.44
+27.84 +13.43+16.84+89.92
BEGIN 2'-6" C&G
-LLPC- +25.97,
BEGIN RETAINING WALL
-LLPC- +10.07 BEGIN BARRIER
+03.04
+58.35
+14.80
+79.53
+64.80
+07.49GREU TL-3+28.75+19.55R 65'R 65'
2
9
4'R
+85.2
7
+
1
3.9
61
2'+
9
3.54
+38.88TYPE III
+81.60
BEGIN BARRIER
+10.81
END BARRIER
+10.81+86.13+85.816'+46.92+77.07GREU TL-3
+98.41+12.93+23.0717'
MIN.14'MIN.4'13'120'R+30.14+53.501'-6" C&G
BEGIN
+45.41,
END RETAINING WALL
-CD1- +58.96 END BARRIER
+15.18 +56.14
+64.16 +62.43
+51.70 +34.23-CD1- +76.45GREU TL-3+35.59
+30.93
+42.75
-L2SB- +18.39IA-MASH, TL-3-L2NB- +24.68IA-MASH, TL-3+86.23
+23.73
+07.90
WALL
END RETAIN.
END BARRIER
-CD2- +07.90
+29.40
+50.90
+06.13
+77.40
4'
+71.18
4'-L2NB- +76.61IA-MASH, TL-3+46.87
+38.86+40.58
+51.31
+10.35 +47.37
+
33.78+85.85
END 2'-6" C&G
+56.55,
GREU TL-3,+16.55
+62.97
+75.00
+00.85
+22.05
+46.39
R25
'BEGIN RETAINING WALL
-LLPD- +28.77 BEGIN BARRIER
END 2'-6" C&G
+56.81,
BEGIN 2'-6" C&G
+85.14,
2'-6" C&G 2'-6" C&G
2'-6" C&G
END 2'-6" C&G
+17.00,
BEGIN 2'-6" C&G
+43.69,
11'11'
100'R
R 90'R 90'R 140'2'
2'END 2'-6" C&G
+00.96,
BEGIN 2'-9" C&G
+12.52,
C&G
2'-
9"
BEGIN 2'-6" C&G
+59.25,
END 2'-9" C&G
+49.25,2'C&G
2'-9"BEGIN 2'-9" C&G
+92.53,
END 2'-6" C&G
+82.53,
2'-6" C&G
-CD2- +67.15IA-MASH, TL-3+09.71
R150'R90'
R104'
65'R
1'-6" C&G15'+09.0415'ISLANDMONO.+18
.14
215'R200'RR 65'15
'+27
.88
2'-9" C&G
22'+
27.99(TYP)22'(TYP)+61.88
40'R
30'R 18'R 18'R30'
R
END 2'-6" C&G, BEGIN 2'-9" C&G
-LRPD- +18.77,
BEGIN 2'-6" C&G
END 2'-9" C&G
+29.68,
BEGIN 2'-6" C&G
-LRPD- +99.20,125'R125'R100'R
R 500'
4'
+10.33
BEGIN CL FENCE
+95.06
END CL FENCE
20'20'
28'28'
31'-2"
28'
38'
35'
+49.7732'24'-4"
20'30'-5"
R8'8'R
28'
28'R10'25303530354040454045-RAB6- POC Sta. 12+71.33
-L- POC Sta. 185+35.93 =
-RAB6- P0C Sta. 11+09.84
-LRPC PT Sta. 22+86.02 =
-CD1- PT Sta. 29+13.26
-CD1- PC Sta. 25+25.90
-CD1- POT Sta. 32+47.77
-L- POT Sta. 189+80.08 =
-L2SB- POT Sta. 42+95.65
-L- POT Sta. 190+49.42 =
-CD2- POT Sta. 37+91.78
-L- POT Sta. 192+03.19 =
-RAB6- POC Sta. 14+07.73
-Y15- POT Sta. 19+41.79 =
-RAB7- PC Sta. 12+80.52
-L- POC Sta. 197+43.15 =
3025
15
-RAB6- PT Sta. 15+34.07
-RAB6- PC Sta. 10+00.00 =
-L- POT Sta. 183+65.77 =
12.00' RT.
-CD2- POT Sta. 38+04.00,
-LLPD- ST Sta. 10+00.00 =170175180185190195POT Sta. 10+00.00
15
20
1
5
15-L- PT Sta. 170+66.99 -L- PC Sta. 172+91.15
-L- PT Sta. 177+58.32
-DRIVE2- POT Sta. 12+50.56
-DRIVE2- PT Sta. 11+66.85
-DRIVE2- PC Sta. 10+51.25
-Y15- PT Sta. 19+23.70
-Y15- PC Sta. 14+18.61
-L- PT Sta. 187+10.33
-L- PRC Sta. 185+83.86
-L- PRC Sta. 184+80.64
-Y15- PRC Sta. 18+49.83
-DRIVE2- POT Sta. 10+00.00 =
-Y15- Sta. 17+64.53
-L- PC Sta. 181+91.79
-L- PC Sta. 194+53.21
-L- PRC Sta. 196+22.53
-LRPC- PC Sta. 22+41.01
-LRPC- ST Sta. 18+65.73
-LRPC- CS Sta. 16+09.73
-LLPC- SC Sta. 12+00.00
-LLPC- ST Sta. 10+00.00 =
-CD1- Sta. 32+05.59, 12' LT
-LLPC- PCC Sta. 17+27.24
-LLPC- PT Sta. 17+70.77
-LLPC- POT Sta. 17+76.19 =
-RAB6- Sta. 11+80.04
-LLPD- SC Sta. 12+00.00
-LLPD- PT Sta. 17+63.23 =
-RAB7- Sta. 11+36.69
-LLPD- PCC Sta. 16+52.56
-RAB7- Sta. 11+98.86
-L- Sta. 195+72.57 =
-RAB7- Sta. 10+00.00 =
-RAB7- Sta. 15+34.07
-LRPC-
20
-LRPD- PRC Sta. 22+66.15
-LRPD- PT Sta. 23+27.88 =
-LRPD- ST Sta. 20+42.39
-LRPD- CS Sta. 17+86.39
-LR[D- SC Sta. 15+02.2315 Sta. 198+02.71
-L- PT
-LRPD- PT Sta. 23+22.71
-L2NB- POT Sta. 43+02.34
-L- POT Sta. 191+33.84 =
-LRPD- PC Sta. 21+65.38=
-LRPDSPUR- POT Sta. 10+00.00
-LRPDSPUR- PC Sta. 10+52.06
-LRPDSPUR- PT Sta. 11+54.06
PT Sta. 12+02.24
-LRPDSPUR-
PC Sta. 11+87.45
-LRPDSPUR-
15" RCP-IV
15" RCP-IV CRCRCRCRCRCRC
R
CRCR CR
CRCRCRCR
C
R CRCR
CR
CR
CR
CR
CR
CRCR
CRCRCRCR
CR
CR-L--RAB6-
-Y15-
-LRPC-
-RAB7-
-LLPD-
-LLPC-
-LRPD-
PI Sta 27+19.60
D
L = 387.36'
T = 193.69'
R = 13,000.00'
-CD1-
DS = 30 MPH
SE = 8%
SE = 4%SE = SEE PLANS
SE = NC
DS = 60 MPHDS = 30 MPH
SE = 8%
DS = 50 MPH
SE = 8%SE = 4%SE = NC
SE = 4%
-L--LRPD--CD2--L2NB--L2SB--CD1--LLPC-
-LLPD--CD1--L2SB--L2NB--CD2--
Y15-
-RAB6-
-RAB7-
PIs Sta 14+17.15
F
Ls = 256.00'
LT = 170.92'
ST = 85.56'
PI Sta 16+45.99
D
L = 284.16'
T = 143.76'
R = 760.00'
PIs Sta 18+71.95
F
Ls = 256.00'
LT = 170.92'
ST = 85.56'
PI Sta 16+46.80
D
L = 431.22'
T = 228.20'
R = 533.00'
PI Sta 18+87.53
D
L = 73.87'
T = 37.70'
R = 150.00'
PI Sta 22+63.70
D
L = 45.01'
T = 22.69'
R = 146.00'
PIs Sta 11+34.88
F
Ls = 200.00'
LT = 134.88'
ST = 68.07'
PI Sta 15+76.96
D
L = 452.56'
T = 376.96'
R = 215.00'
PI Sta 17+14.33
D
L = 110.67'
T = 61.77'
R = 100.00'
PIs Sta 11+34.75
F
Ls = 200.00'
LT = 134.75'
ST = 67.96'
PI Sta 17+38.93
D
L = 527.24'
T = 538.92'
R = 224.00'
PI Sta 17+49.49
D
L = 43.52'
T = 22.23'
R = 86.00'
D
L = 353.73'
T = 178.73'
R = 1,000.00'
PI Sta 14+34.73
D D
D
R = 300.00'
D
D
R = 300.00'
SE = 04
DS = 50 MPH
SE = NC
SE = NC SE = NC
SE = NC
PI Sta 175+26.64
L = 467.17'
T = 235.49'
R = 1,500.00'
PI Sta 183+36.24
L = 288.86'
T = 144.45'
PI Sta 185+32.77
L = 103.22'
T = 52.12'
PI Sta 186+48.03
L = 126.47'
T = 64.17'
R = 303.00'
R = 7,250.00'
PI Sta 195+40.19
L = 169.33'
T = 86.99'
R = 300.00'
PI Sta 197+15.43
L = 180.17'
T = 92.90'
D
D
SE = NC
PI Sta 167+65.58
L = 603.18'
T = 301.76'
R = 7,220.00'
-DRIVE2-
PI Sta 11+10.10
D
L = 115.60'
T = 58.85'
R = 250.00'
DS = 50 MPH DS = 50 MPH
SE = NC
-L-
PIs Sta 16+95.20
F
Ls = 256.00'
LT = 170.81'
ST = 85.47'
DS = 30 MPH
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 11+47.22
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 15+03.27
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 13+25.25
D
L = 178.02'
T = 147.22'
R = 85.00'
PI Sta 22+31.56
D
L = 125.50'
T = 66.18'
R = 160.00'
PI Sta 23+05.77
D
L = 29.50'
T = 14.88'
R = 90.00'
DS = 30 MPH
PI Sta 11+04.20 PI Sta 11+94.88
SE = SEE PLANS SE = SEE PLANS
-LRPDSPUR-
F
F
F
F
FFF
F
F
F
F
F
F
F
F C F
F
F
F
F
F
F
F
C
C F
C
F
F
F
F
F
C
F
C
C
C
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
CC
C
C
F
C
C
C
C
C C
F
FC
F
F
C
C
C C
C
C
C
C
C
C
C
F
F
F F
C
C
C C
C
F
F
C
C
C
C
F
C
F
F
C
F
F
CF
C
C
F
F
C
F
F
F
F
F
C
C
C
C
C
F
C
WJ
SD
S
F
S
F
WB NAD 83/ 201140'RLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE6/2/99PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh16.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:36 AMTIME:NCDOT_pshpfl.tbl
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
SEE SHEET 22
STA. 16+00.00,
MATCHLINE -LRPC-
SEE SHEET 22STA. 25+00.00,MATCHLINE -CD1-
SEE SHEET 22STA. 30+00.00,MATCHLINE -CD2-
SEE
SHEET
22
STA. 15+00
.00
,
MATCHLINE -LRPD-
SEE SHEET 23STA. 39+00.00,MATCHLINE -CD1-
SEE SHEET 23STA. 44+00.00,MATCHLINE -CD2-
SUNSET AVENUE
ADT2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
AT BANNER WAY
144
300
567
800
711
1100
BANNER WAY15611
23000
17511
23500
SUNSET AVENUE
ADT2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
4600 4600
1900 2800 2490024000
16500
40600
58800
16300
54300
AT I-95
I-95I-9539600
0 0
0 0 *16
MATCHLINE -L- STA. 169+00 SEE SHEET 15SEE SHEET 17MATCHLINE -L- STA. 199+00,SEE SHEET 50 FOR -DRIVE2- PROFILE
SEE SHEET 49 FOR -Y15- PROFILE
SEE SHEET 45 FOR -RAB7- PROFILE
SEE SHEET 45 FOR -RAB6- PROFILE
SEE SHEET 43 FOR -LRPD- PROFILE
SEE SHEET 43 FOR -LLPD- PROFILE
SEE SHEET 42 FOR -LRPC- PROFILE
SEE SHEET 42 FOR -LLPC- PROFILE
SEE SHEET 40 & 41 FOR -CD2- PROFILE
SEE SHEET 38 & 39 FOR -CD1- PROFILE
SEE SHEET 34 & 35 FOR -L- PROFILE*SKEW = 95°43'12"
PI Sta 11+04.20
D
L = 102.00'
T = 52.14'
R = 200.00'
PI Sta 11+94.88
D
L = 14.79'
T = 7.43'
R = 65.00'
SE = SEE PLANS SE = SEE PLANS
-LRPDSPUR-
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
CONC
CONC
CONC
CONC
CONC
CONC CONC
CONC
CONC
CONC
CONC
CONCCONC CONC CONC
CONC
30" C&G
30" C&G
12' GR 12' GR 12' GR
GR
GR
GR
HOUSE
PUMP
CONC
1SFD
HTR
GARAGE
CANOPY
MTL
CEMETERY
WOODS
WOODS
WOODS S48" CHLWOODSDECKHTR CANOPYMTLGR
10
'
DECK
HTR
WOODS
1SFD
SR 1770 SUNSET AVE 36' PAVED ROADWAY
GR
HTR
DECK
DECK
CANOPY
MTL
S
S
S
CANOPY
MTL
48" CHL
48" CHL
CHL
48"
48" CHL
GATE
1SBLKD
CONC
CONC
CONC
CANOPY
MTL
DECK
DECK
HTR
B
GR
BST
BST
F BUS
BUS
BK
ABAND
1SFD
1SFD
GARAGE
11
' GR
11
' GR
GR
1SBKD
S
HOU
SE
PUMP
GR
CANOPY
MTL
1SFD
1SFD
S
GR
GR
10
' GR
12
' FENCE
72" WD
FENCE
48
" WD
WD
RAMP
2
4
" GUTTER2
4
" GUTTERSUNSHI
NE DRI
VE
1
8' PAVED ROADWAYBS
T2
3'
2
4
" GUTTERBSTSUNSHINE DRIVE 32' PAVED ROADWAYSS
CONC DECKGR
GR
14
' PDE
PDE
DB 2439 PG 456
24' ACCESS EASEMENT
EIP
EIP
R/W MON R/W MON
S
0
8
°
0
0'
1
9
" E2
3
8
.
2
0'
EX
ISTING
R
/WS 22°23'58" W263.08'S 22°23'58" W271.59'S 22°23'58" W277.68'N
0
8
°
3
2'
3
7
" W9
8.
4
9'
S 77°53'37" E
70.32'N 12°03'26" E95.45'EI
PS
7
7
°
5
3'
3
7
" E3.
2
2'
EIP
R/W MON
R/W MON
E
IP
E
IP
EIP
E
IP
EIP
E
IP
EIP
E
IP
E
IP
E
IP
1.01' R/W TO EIPEIP
EXISTING R/W
EXISTING R/W
EXISTING
R/W
EXISTING R/W
EXISTING R/W
EXISTING R/WN 11°22'28" E138.31'N 02°52'02" E160.03'
N 89°50'41" E
74.82'N 06°16'18" E129.41'N 09°24'49" E127.98'
N 80°36'58" W
484.53'N
0
6
°
5
4
'
0
0
" W3
7
3
.
0
9'N 01°37'05" E364.45'
S 76°57'56" E
75.05'
N 06°54'00" W 18.75'
N
67°30
'58" W
163
.60
'
N
67°30
'58" W
300
.00
'N 22°18'02" E270.20'S 22°23'58" W292.68'S 22°23'58" W295.44'S 22°23'58" W295.55';;2
0'
U
T
IL
ITY
EA
S
EM
EN
T
20
' UTILITY
EASEMENT
SOIL
20'
BST
16
' GR
14'
CHL
48"
CONC
18'
CONC
16'
166
167
168
169
171
172
173 174
175
176
222
223224
225
226
227
228
229
230
231
243
170
W
/LT
W/LT
W/LT
W/LT
W/LTW/LT CO
N
C15
" RC
P
15" RCP
15" RCP
15" RCP
CB
CB
15" RCPCB 18" RCP
18" RCP
CB RCP15" 18" RCP
DI
CB
24
" RCP
15" RCPDI18" RCPBY1-212
BY1-213
BY1-214
LT
LT
LT
LT
TTT
T
C
HH
6" PLASTIC
6" PLAST
IC
T SIZE UNKNOWN24"
DI
8" PVC
8
" PVC24
" D
I24" DI
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK
EXISTING R/W48" CHLR/W MON N 11°11'12" E116.85'60.00'S 89°39'26" E
60.06'
RCP
15"
17
SEE SHEET 35 & 36 FOR -L- PROFILESEE SHEET 16MATCHLINE -L- STA. 199+00,SEE SHEET 18MATCHLINE -L- STA. 211+00.00,DB 1206 PG 762
ANGELYN EZZELL
DB 1685 PG 310
J.W. HOUSE, ET UX
DB 1947 PG 782
STONY CREEK CEMETERY ASSOCIATION
DB 2848 PG 803
MARK S. BASS
DB 1184 PG 31 DB 1155 PG 527
MB 1 PG 154
WHITLEY, ET UX
NORMAN O.
WHITLEY, ET UX
NORMAN O.
ANGELYN EZZELL
DB 1206 PG 762
MB 1 PG 154
WALTER L. WILLIAMS
DB 2413 PG 7
DB 2651 PG 696
3MR LIMITED PARTNERSHIP
DB 1996 PG 274
MB 1 PG 215
JAMES S. LIVERMON, III, ET UX
DB 2070 PG 453
MB 1 PG 215
DORIS HINTON COOLEY, ET AL
DB 751 PG 119
MB 1 PG 215
RUBY B. COOLEY HEIRS
DB 2691 PG 529
MOMEYER PROPERTIES, LLC
DB 2535 PG 564
MB 1 PG 215
DEBBIE J. JONES
DB 871 PG 519
MB 1 PG 184
MB 21 PG 197
DANIEL, ET UX
ALTON E.
CB
CB
CB
CB
CB
DI
CB
DI
CB
DI
CB
CB
15" RCP-IV
15" RCP-IV
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
CB
18" RCP-IV
15" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
24
" RC
P
-IVRCP-IV 15" 15" RCP-IV
18" RCP-IV
1701
1702
1703
1704
1705
1707
1708
1709
1711
1723
1712
1714
1715 1716
1717
1718
1719
1721
1710
DIDIRCP-IV 15" 1724
1722
1713
DI
DI
DIW/ELBOWS18" CSP1726
DI DI 15" RCP-IV
RCP-IV
15"
1727
RCP-IV
15"
RCP-IV
15"
1731
1729
1728
1732 1730
1720
1733
1734
DI
DI DI
DI
DI
DI
DI
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"
15" RCP-IV
15" RCP-IV 15" RCP-IV 15" RCP-IV
CB RCP-IV 18" RCP-IV
15"
DI
1725
CB
15" RCP-IV
RCP-IV 18" 18" RCP-IV 15" RCP-IV
(NON-EROSIVE)
V10=1.2 fps
Q10=8.2 cfs
70 71
72
73
74
76
75
152
153
154
155
156
157
151
72
73 76
77
77030250302502502020101002'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
2
'-6" C&G
2
'-6"
C&G
49'
(TYP)
1'-6" C&G
1'-6" C&G 350
' STORAGE
100' TAPER
100' TAPER
350' STORAGE25'R
12'12'12'12'R 3000'12'12'12'12'12'12'12'12'23'17.5'138' TAPER
-Y17
- STA
. 11+
20
.00
END
CON
STRUCT
ION5.5'5.5'5.5'+49.55+50.20+23.34END 1'-6" C&G
+38.16,+89.68+87.43+52.00+77.55+11.55+11.31+74.05+50.00END 2'-6" C&G
+49.31,
BEGIN 2'-6" C&G
+85.23,15'+12.4376' TAPER +10.2740'R 20'R 12'12'W/ HANDRAIL
RETAINING WALL
+38.10, BEGIN
W/ HANDRAIL
RETAINING WALL
+09.94, END
W/ HANDRAIL
RETAINING WALL
+47.29 BEGIN
W/ HANDRAIL
RETAIN WALL
+87.25 END R2333'20'
20'
20'
28'
20'20'
20'
20
'
20
'
20
'20'
20'-RAB
7
- PC
S
ta
. 12
+
80
.52-L
- POC
S
ta
. 197
+
43
.15
=200205210-L- PC Sta. 206+21.34
C
R
CR
-L-
-L-
-L-
D
PI Sta 209+10.73
L = 575.74'
T = 289.38'
R = 2,300.00'
SE = 03
DS = 50 MPH
F
F
F
F
F
F C F F
F
F
F F
F
F
F
FF
C
C
F
F
F F
F
F
F
F
C
C
S
D
NAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh17.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:49:56 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
W/BK GRILL
CONC PAD
HTR
HTRBST
30" C&G30" C&G30" C&G30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G
30" C&G30" C&G
30" C&G
30" C&G
30" C&G
CONC CONC CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC CONC
CONC CONC CONC CONC
CONC
CONC CONC
GRASS
CONC
CONC
CONC CONC
CONC
CONC
CONCCONCCONCCONC18' BST
18' BST
28' BST
30' BST 31' BST
3
0' BST3
4' BST28' BST22' BST
21' BST3RD STREET 20' PAVED ROADWAY1SFD
BST
S
18' BST
HTR
CANOPY
MTL
S
BST
BST
14'
BST
14'
BST
14'
1SFD
GR
S
S
GR
B
1SFD
1SMD
HOUSE
PUMP
W
POPE STREET 22' PAVED ROAD1SFD
S
S
S
S
S
S
1SFD
1SFD 1SFD 1SFD 1SFD
DECKDECK
PORT
CARGR
GR
GR
10'
GR
12'CONC
14'
CONC
GR
10'
GR
72" CHL
BRK APT BRK APT
BRK APT
GR
GR
DECK
DECK
CONC CONC
GR
12'GR
10'
GR
10'
1SBLKD
DECK
HTR
1SFD
GR
GR
GR
GR
RETENTION POND
RETENTION POND
48" CHL
48" CHL
CHL
48"
GATE 20' GR 20' GR
1SBLKD
1SFD
CONC
GARAGE
GR
10'
20' GR
18' GR 20' GR
GR
GR
GR
GR
GATE
48" WW
CONC
GR
48"WD&WW
FENCE
72" WD
FENCE
WD
72"
WD RAMP
RAMP
WD
FENCE
WD
72"
BRK APT
BRK APT
BRK APT
BRK APT
1SFD
BRK BUS
GR
GR
GR
BST
23'
S
S S
WD RAMP
DECK
DECK
DECK
CONC
CONC
CONC
CONC
24" C&G
24" C&G
24" C&G
CONC
CONC
24" C&G
24" C&G
24" C&G
S
1SF BUS
1SBK BUS
CONC
BST
BST
CONC
TANKS
U/G
72" CHL
CONC CONC
CONC
CONCBLK BUS
CANOPY
MTL
CONC
CANOPY
MTL
CONC
CONC
CONC SR
1
5
4
4
HALI
FAX RD
6
0' PAVED ROADWAYSR 1544 HALI
FAX RD 60' PAVED ROADWAYGR34' BST3
0
" C&G24" C&G
24" C&G
24" C&G GR1
2'
BK BUS
BST
BST
BST GRGR24" C&G
LT
10' BST
10' BST 10' GR
3
0
" C&G2
4
" C&G72" CHL
PDE
PDEPDEPDEPDE
PDE
PDE PDE
PDE
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EIP
EIP EIP EIP EIP EIP
EIP
EIP
EIP
EIP
EIP EIP
EIP
EIP
EIP
EIP
EIP
EIPEIP
0.09' R/W TO EIPEIP
S 07°06'52" W285.94'
EIP
EXISTING R/W
EXISTING R/WN 22°18'02" E266.34'N 22°18'02" E266.34'S 67°30'58" E
75.00'
S 67°30'58" E
75.00'
S 67°30'58" E
75.00'
S 67°30'58" E
95.00'
S 67°30'58" E
75.00'
EIP S 67°30'58" E
75.00'
S 67°30'58" E
150.02'
S 67°30'58" E
74.92'
S 67°30'58" E
339.46'N 22°18'02" E262.28'N 22°18'02" E259.64'N 22°18'02" E255.46'N 22°26'38" E251.31'N 22°25'21" E251.30'N 20°36'18" E158.21'60.00'50.00'EXISTING R/WEXISTING R/WEXISTING R/W E
XIS
TI
NG R/WEXI
S
TI
NG R/WEXI
S
TI
NG R/WEXI
STI
NG R/W90.00'S 22°23'58" W295.47'S 22°23'58" W153.19'S 67°36'02" E
50.00'S 22°23'58" W295.12'S 22°23'58" W295.05'S 22°23'58" W293.98'S 22°23'58" W292.46'S 22°23'58" W290.99'S 22°23'58" W282.20'S 22°23'58" W279.26'S 22°23'58" W279.12'S 22°22'05" W278.86'VARIESEXISTING R/W
EXISTING R/W
90.00' R/WEXISTING20' UTILITY EASEMENT
5' UTILITY EASEMENT
20' UTILITY EASEMENT
GARAGE
GR
9'
GR
15' GR
BST
CONC
72" WD FENCE
MTL BUS
C&G
24"
CONC
(1) 1,973 GAL U/G TANK
(1) 2,890 GAL U/G TANK
(1) 8,145 GAL U/G TANK
(1) 2,471 GAL U/G TANK
177
178
179 180 181 182
183
184
185
186 187 188 189
190
191192
201202
203
205
206208
209
210
211
213
214
215
217
218
219
220
221
W/LT
W/LT W/LT W/LT
W/LT
W/LT
W/LT
W/LT
W/LT 198
200W/LT
W/LT
216 212 207
GR
CONC
15" RCP
15" RCP
15" RCP
15" RCP
15
" DI
P
12" DIP15" DI
P24" RCP
CB CB
15" RCP24" RCP
15" RCPDI
CB
CB
24" RCP
DI
15
" RCP
CB
CB
15" RCP30" RCP15" RCPDI
DI
15" RCP
30" RCP
15" RCP
CB
15" RCP 18" RCP30" RCP
CB
CB
CB
15" RCP
DI
1
5
" RCP
15" RCP
18" RCP30" R
CP
CB
DI
15" RCPCB
18" RCP
15" RCP
CB
CB
DI
15" RCPRCP
15"
CB 15" RCP
15" RCP
CB
DI
15" RCP
RCP
15"
DI
DI
15" RCPCB
CB
15" RCP
CB
CB
CB
1
5
" RCP
15" RCPBY1-215
BY1-216
BY1-217
LT
LT
LT
LT
ST
T
S
T T
S
T
T
T
T
T
T
T
6" PLASTIC
6" PLASTIC
6" PLASTIC
4
"
P
LAS
TI
C4" PLASTIC
2" UNKNOWN
24" DI
24" DI
24" DI
DI6"24" DI
6
" DI
2
0
" DI
DUCT BANK DUCT BANK
DUCT BANKDUCT BANK(2) 10,000 GAL U/G TANK
(2) 6,000 GAL U/G TANK
RCP
24"
R/W
EXISTING
R/W
EXISTING UNKNOWN JB15" RCPJB
CB
18" RCPN 22°18'02" E257.55'R/W
EXISTING
TO R/W
3.74' EIP
TO EIP
0.43' R/W
24" C&G
15" RCP
S
S S
S
ISLAND
GAS PUMP IS
L
A
N
D
GA
S
P
UM
P
W
E
LL
M
O
N
IT
O
R
ING
WELL
MONITORING
DI
24" EXISTING R/WEXISTING R/W57.86'BY13-238BY13-239
BY14-240TT50 PR100 PR100 PRCADT
1878
2019
2040
SUNSET AVE.
SR 1770
SUNSET AVE.
SR 1770
2933
3411 3689
9144
3200 4800
5900 5400 2720026100
1864417311
12100
SUNSET AVENUE
AT HALIFAX RD.HALIFAX RD.SR 1544HALIFAX RD.SR 15446856
8800
18
TRAFFIC SIGNAL MODIFICATIONSEE SHEET 17MATCHLINE -L- STA. 211+00.00,SEE SHEET 50 FOR -Y17- PROFILE
SEE SHEET 50 FOR -Y16- PROFILE
SEE SHEET 36 FOR -L- PROFILE
DB 1800 PG 977
MB 1 PG 154
MB 1 PG 184
JAMES C. ROSE, ET UX
DB 659 PG 93-A(2)
MB 1 PG 215
MB 1 PG 215
DB 1705 PG 215
MB 1 PG 184
MB 1 PG 215
DB 2155 PG 444
MB 1 PG 184
MB 1 PG 215
DB 1787 PG 1043
MB 1 PG 184
DB 2108 PG 626
MB 1 PG 215
ROBERTA L. EDWARDS
DB 1515 PG 709
DB 2313 PG 458
MB 31 PG 51
DB 2313 PG 454
MB 1 PG 154
WALTER L. WILLIAMS
DB 2413 PG 7
DB 1299 PG 765
MB 1 PG 154
DB 899 PG 513
MB 1 PG 154
DB 1105 PG 716
MB 1 PG 154
DB 2282 PG 517
MB 1 PG 154
RT & KW PROPERTIES, LLC
DB 2108 PG 626
MB 1 PG 154
DB 2837 PG 772
DB 2525 PG 568
MB 20 PG 183
WJL COMMERCIAL, LLC
DB 2525 PG 565
MB 20 PG 183
WJL STORES, LLC
FOR ELLA S. POWELL
POWER OF ATTORNEY
WILLIAM L. POWELL, II, ET AL
CASTRO, ET UX
ALFREDO
TRANSPORTATION
NC DEPT. OF
LEWIS, ET AL
NATHANIEL
PROPERTIES, LLC
RT & KW
FOR R. H. BONE
POWER OF ATTORNEY
ROY HERMAN BONE, JR.
BONE, JR.
ROY HERMAN
THOMAS, ET UX
ROY N.
PROPERTIES
OAKWOOD
INVESTMENTS, LLC
BOGGS STEELE
DB 1766 PG 564
EVERGREEN, INC.
DB 2584 PG 797
MB 1 PG 154
POWER OF ATTORNEY FOR JOYCE M. EVANS
VIRGIL LEE EVANS, II
DB 2026 PG 1014
MB 1 PG 215
MICHAEL H. SHERMAN
DB 1875 PG 709
MB 1 PG 215
MOUNTAINEER RENTALS, LLC
DB 2157 PG 436
DB 1757 PG 961
MB 1 PG 215
JAMES S. LIVERMON, III
DB 1028 PG 473
MB 1 PG 215
JO ANN MINCHEW CARPENTER
MB 1 PG 215
DB 1182 PG 407
JAMES E. FINCH, ET UX
MB 1 PG 215
MICHAEL H. SHERMAN
DB 1908 PG 1053DB 2070 PG 453
MB 1 PG 215
DORIS HINTON COOLEY, ET AL
CB
CB
CB
CB
DI
DI
DI
CB
DI
CB CB
DI
CB
CB
DI
DI
CB
CB
DIDI
DI DI
DI
CB
15" RCP-IV
CBCB
15" RCP-IV
18" RCP-IV
18" RCP-IV
18" RCP-IV
15" RCP-IV
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
RETAIN
RCP-IV
15"
RCP-IV
15"
24" RCP-IV 30" RCP-IV 30" RCP-IV 30" RCP-IV
18" RCP-IV15" RCP-IV
24" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
36" RCP-IV
RCP-IV
15"
24" RCP-IV
1804
1802
1801
1806
1805 1807
1808
1810
1809
1813
1819
1818
1817
1816
1814
1815
1820
1824
182318221821
1825
1826 1827
1828
1829 1830
RCP-IV
15"
DI
DI
1811
1833
CB
1832 15" RCP-IV
1803
DI
RCP-IV
15"
DI
18" RCP-IV
15" RCP-IV
1812
HW
RCP-IV
24"
15" RCP-IV
78
158
159
160
161
162
163
164
165
157
77
79
80
81
82
83
84
77
77
79
80
81
82
83
84
85
86
87
88
89
90
9102502502402203030250250201010200015014
02
01
02
02 02
01
02
02
025025
02 02
02
01
01
00
006009
00112'12'12'12'12'12'12'12'2'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
49'
(TYP)
10'R450' STORAGE +25.92+23.03+25.92+11.8412'30'R
100' TAPER
137.5' TAPER12'12'12'R 10'12'12'12'12'
+50
12'12'12'12'12'25'R
25'R
-Y17- STA. 11+20.00
END CONSTRUCTION
-Y16- STA. 10+60.00
BEGIN CONSTRUCTION
12'12'12'12'12'12'12'12'12'12'12'5.5'5.5'5.5'17.5'END CONST. -L- STA. 224+39.02
END TIP PROJECT U-5026
+83.81+84.04+46.79+01.96+19.99END 2'-6" C&G
+47.63,
BEGIN 2'-6" C&G
+75.36,
BEGIN 2'-6" C&G
+48.42,
END 2'-6" C&G
+20.40,+93.08+22.0877' TAPER
+76.6252' TAPER12
'+94.399'R+43.10+80.60END 2'-6" C&G
+70.82
END 2'-6" C&G
+62.31,+43.1030'R
STORAGE
350'12'20'20'20'20'20'20'28'
20'20'
20'20'
20'
20'20'
20'215220225-L- PRC Sta. 211+97.08
-Y16- POT Sta. 10+00.00
-Y17- POT Sta. 12+56.67
-L- PT Sta. 216+16.06
-L- PC Sta. 222+07.29
-L- PT Sta. 224+07.01
-Y17- POT Sta. 10+00.00 =
-L- Sta. 212+58.30
-Y16- POT Sta. 12+60.61 =
-L- Sta. 212+38.15
C
R CRCRCR CRCRCRC
R
CRCR CRC
R
-L-
-L-
D D
DS = 50 MPH
SE = EXIST.
PI Sta 209+10.73
L = 575.74'
T = 289.38'
R = 2,300.00'
PI Sta 214+06.63
L = 418.98'
T = 209.55'
R = 7,300.00'
PI Sta 223+07.16
L = 199.73'
T = 99.87'
R = 5,730.00'
D
SE = 03
DS = 50 MPH
SE = NC
F
F
FF
CC
F
F
C
F
F
F
F
F
F
F
F FF
FF
F
F
F
F F
C
F
FFF FF
F F C C F F
F
C
F
F F F
F
F
F
F
F
S
ANAD 83/ 2011HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh18.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:11 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
OPEN DI
UNABLE TO
15" RCP
CB CB
CB
12" RCP15" RCP15" RCP
RCP
15"
DI
DI30" C&G30" C&G30" C&G30" C&G30" C&G
DIHDP
E8" 15"
R
C
P15" RCPWALL15" CONC48" WD SPLIT RAIL84" CONC72" CONC
BST10" DIPLTLTLTLT LT
30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&G30" C&GCONCCONCCONCCONCCONCCONC30' BSTGR10'GRGRWOODS1SFD60" CHL30' BSTCONCBSTBSTBSTGRCONCWOODSWOODSWOODSCULTIVATEDCULTIVATEDCULTIVATEDSR 1603 N. OLD CARRIAGE RD 36' PAVED ROADWAY1SBK BUSEIPEIPEIPEIP60.00'55.00'S 81°46'34" W229.98'S 87°20'42" W229.74'S 87°20'42" W230.40'S 01°34'18" E99.38'S 01°34'18" E141.47'S 01°22'36" E118.12'1.79' EIP TO R/W5.07' R/W TO EIPEXISTING R/WEXISTING R/W LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITSCITY OF ROCKY MOUNT LIMITS30" C&G8283848586878881W/LT10" PVC10" PVC10" PVC10" PVCCB15" RCP15" RCP15" RCPCBCB15" RCPCB10" PVCBY2-302BY2-303LTLTTTTCTC2" PLASTIC2" PLASTIC6" DI24" DI24" DI6" DI6" DI18" RCP4.99' R/W TO EIPEASEMENTSANITARY SEWER SR 1603 N. OLD CARRIAGE RD 36' PAVED ROADWAYAPPROXIMATE LOCATION OF CONDUIT END48" CHLWOODSWOODS10' SOIL30" CONC C&G
CI
CI
CB
15" RCP 15" RCPBST
POLE
CAMERA
W/ 2'X2' BRICK COLUMNS
METAL SIGN30" CONC C&GCB 15" RCP 24" RCPEXISTING R/WEXISTING R/W60.00'2 3
SR 1603 (OLD CARRIAGE RD) VARIABLE WIDTH BST
BY2-301U-5026HHTCHH6 ", CITY OF ROCKY MOUNTCentury Link
SUDDENLINK
CITY OF ROCKY MOUNTCentury Link
Conterra Ultra Broadband LLC
SUDDENLINKDuke Ener
gy Pr
ogr
e
ss
20' SEWER EASEMENTCULTIVATED FIELDCULTIVATED FIELDCULTIVATED FIELD19
SEE SHEET 37 FOR -L1- PROFILESEE SHEET 14MATCHLINE -L1- STA. 23+00.00,DB 1503 PG 339
CHARLES J. KOLTZ, JR.
DB 1555 PG 88
MICHAEL V. BARNHILL, ET UX
ANGELYN C. EZZELL
DB 797 PG 185
DB 818 PG 479
DB 850 PG 363
DB 850 PG 363
ANGELYN EZZELL
NASH COMMUNITY COLLEGE
DB 1783 PG 19
DB 911 PG 262
DB 2494 PG 959
PB 36 PG 359
CBCBCB
CB
CBCB
CB
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
15" RCP-IV
1902 1903 1904
1906
1907
1908 1909
1910
15" RCP-IV
24" RCP-IV
15" RCP-IV 15" RCP-IV CB
15" RCP-IV 15" RCP-IV 15" RCP-IV 115 116
113
132025025 0250252'-6" C&G
2'-6" C&G
2'-6" C&G
2'-6" C&G
-L1- POT STA. 30+70.00
BEGIN TIP PROJECT U-5996
BEGIN CONSTRUCTION
-L1- POT STA. 30+70.00
END CONSTRUCTION
12'12'12'12'+50.56+25.6812'12'11.5'9.5'END 2'-6" C&G
+70.00,
WORK COMPLETED BY OTHERS
END 2'-6" C&G
+70.00,
WORK COMPLETED BY OTHERS
16'30'20'20'
20'2530-L1- PT Sta. 27+56.71
-L1-
SE = NC
DS = 50 MPH
-L1-
PI Sta 19+49.04
D
L = 1,617.14'
T = 809.47'
R = 14,000.00'
F
F
F
F
F
F
F
F F
FF
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh19.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:28 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
BILLBOARD
WOODS
FALLOW
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
9' GR
MTL BILLBOARD MTL BILLBOARD
WOODS
WOODS
48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW 48" WW 1-SBW
48" WW 1-SBW
R/W MON
EIP
S 02°59'03" E
1329.47'N 77°07'02" W50.81'0.02'
R/W TO EIPN 30°02'46" W423.55'
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W EXISTING R/WVARIESCITY OF ROCKY MOUNT LIMITS
CITY OF ROCKY MOUNT LIMITS
;
;
;
;;;
12" RCP
BL-102
BL-101
BL-103
12' PAVED SHOULDER
24' CONC ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
24' CONC ROADWAY
12' PAVED SHOULDER 12' PAVED SHOULDER
24' CONC ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
12' PAVED SHOULDER
24' CONC ROADWAY
MTL
MTL
MTL
I-95 SBL
I-95 NBL
I-95 SBL
I-95 NBL
20
SEE SHEET 21STA. 10+00.00MATCHLINE -L2SB-SEE SHEET 21STA. 10+00.00MATCHLINE -L2NB-MARGARETTE BIRTH, ET AL
DB 1446 PG 206
DB 2516 PG 503
BENCHMARK BUILDER SERVICES, LLC
DB 2842 PG 386
RICHARD H. MINOR
MICHAEL J. DAVIS, ET UX
DB 1746 PG 491
MB 28 PG 26
63
-L2NB- STA. 3+91.38
BEGIN CONSTRUCTION
-L2SB- STA. 4+21.78
BEGIN CONSTRUCTION
+22.78
CAT-1
+91.38
GREU TL-3
+74.35
GREU TL-355-L2NB- POT Sta. 1+00.00
-L2SB- POT Sta. 1+00.00
1010-L2SB-WGWEWAWCWRNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh20.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:50:44 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
CONC BRIDGE
CONC BRIDGE
WOODS
WOODS
WOODS
CSX RR
CSX RR
CSX RR
WOODS
WOODS
CONC
CONC CONC
CONC
CONC
CONC
CONC
48" WW 1-SBW
CONC
CONC
48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW
R/W MON
R/W MON
R/W MON
R/W MONR/W MON
EIP
EXISTING R/W
EXISTING R/W
S 77°41'08" E769.72'0.11'
R/W TO EIPEIP
EIP EIP
EIP
N 06°43'14" W
864.45'N 79°49'32" W1067.46'S 77°42'49" E1728.45'0.07'
EIP TO R/WS 77°41'08" E745.55'0.07'
EIP TO R/WCITY OF ROCKY MOUNT LIMITS ;
;
;;
8" PVC
8" PVC
DI15" CMP12" PVC36" RCPFES
FES
10" PVC
12" PVCU-5026-1
U-5026-2
CITY OF ROCKY MOUNT LIMITS
12' PAVED SHOULDER
4' PAVED SHOULDER
I-95 SBL 24' CONC ROADWAY
4' PAVED SHOULDER
I-95 NBL 24' CONC ROADWAY
12' PAVED SHOULDER
MTL
MTL
MTL
MTL
MTL
MTL
CABLE
CONC
CONC
CONC
CONC
15'
PERMANENT UTILITY EASEMENT15'
PERMANENT UTILITY EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENT
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE SHEET 22STA. 12+00.00MATCHLINE -CD1-SEE SHEET 22STA. 18+00.00MATCHLINE -CD2-21
SEE SHEET 40 FOR -CD2- PROFILE
SEE SHEET 38 FOR -CD1- PROFILE
BRIDGE DECK REHABILITATIONSEE SHEET 20STA. 10+00.00MATCHLINE -L2SB-SEE SHEET 20STA. 10+00.00MATCHLINE -L2NB-DB 2565 PG 71CAROLINA COASTAL RAILWAY,
INC.
DB 1491 PG 989
MIDATLANTIC WAREHOUSE & STORAGE, LLC
DB 1491 PG 985
MB 34 PG 368
TITAN CAROLINA CONCRETE, LLC
DB 2558 PG 278
MB 32 PG 183
WILLIAMS GENERAL CONTRACTORS, LLC
WILLIAMS GENERAL CONTRACTORS, LLC
DB 2558 PG 278
MB 32 PG 183
CLIFTON PRICE HARPER, JR.
DB 1846 PG 112
DB 2320 PG 765CAROLINA COASTAL RAILWAY,
INC.DB 2565 PG 71DB 2264 PG 536
MB 24 PG 246
SUNSET WEST, LLC
MICHAEL J. DAVIS, ET UX
DB 1746 PG 491
MB 28 PG 26
& STORAGE, LLC
MIDATLANTIC WAREHOUSE TRENCHLESS INSTALLATION 42" WELDED STEEL FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
HW
2GITRENCHLESS INSTALLATION 15" WELDED STEELEST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
FILL WITH FLOWABLE FILL
FILL WITH FLOWABLE FILL
EST 30 SY GF
EST 13 TONS
EST 22 SY
CLASS I RIP RAP
2101
2102
2103
2104
DETAIL 21-1
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 21-1
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 21-1
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 21-2
SEE SHEET 2D-1
FS
(NON-EROSIVE)
V10=1.8 fps
Q10=41.0 cfs
51
62
62
63
65
66 67
6802504002504002502502703003803603002802903303902502513'15
:1
15:1
12'14'300' TAPER
4'16'14'EX.4'16'14'12'14'12'-L2SB- STA. 12+41.07
BEGIN ROADWAY CONSTRUCTION
-L2NB- STA. 12+86.84
BEGIN ROADWAY CONSTRUCTION
+50.0050' INC.+40.37+27.65+97.64
TYPE B-77
+93.05
TYPE B-77 +22.51
TYPE B-77
+27.30
TYPE B-77 +80.67+76.40+12.48+75.95 -L2NB-
+54.34 -CD2-
CAT-1
+02.14
TYPE B-77
+09.61
TYPE B-77
+71.66
TYPE B-77
12'1015101520101520-CD2- PC Sta. 17+64.35
D
-CD2- POT Sta. 10+00.00 =
= 2°55'59.6"
-L2NB- POT Sta. 15+18.83, 11.18' RT.1010= 3°00'00.0"
-L2SB- POT Sta. 20+40.37, 12.00' LT.
-CD1- POC Sta. 10+00.00 =
D
PI Sta 14+03.58
D
L = 806.77'
T = 403.58'
R = 10,700.00'
-CD1-
SE = RC
DS = 60 MPH
-L2NB-
-CD2
-L2SB-
-CD1-
F
F
F F F F
F
F
F
F
F
F
F
WO
WK
WIWP WN
WL
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh21.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:00 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
24" C&G24" C&GCONCBUNCH CIRCLE 15' GR
HTR
CONC
DECK
WOODS
48" WW 1-SBW 48" WW 1-SBW
BILLBOARD
BILLBOARD
HTR
HTR
HTR
HTR
HTR
HTR
HTR
GR
GR
GR
GR
GR
GR
BANNER WAY 15' PAVED ROADWAY
DECK
DECK
DECK
DECK
DECK
DECK
DECK
DECK
CUTOVER
WOODS
WOODS
SUNSHINE DRIVE 18' PAVED ROADWAYSSSSDECKCONCHTRHTRHTRHTRHTRHTRDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKHTR1SFDSHELTERHTRCONCDECKGR
24" GUTTER24" GUTTER24" GUTTER24" GUTTER24" GUTTERCONCDECK72" WD FENCE
48" WD FENCECONC18'CONC26'CONC18'CONC18'CONC18'CONC18'CONC10' CONC10' RAINBOW LANE 18' PAVED ROADWAYCONC30'HTRRAINBOW LANE 18' PAVED ROADWAYWOODS
WOODS
CONC
METERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRR/W MON EXISTING R/W
EXISTING R/W
EIP
EIPN 80°00'24" W220.42'S 78°33'29" E2015.20'0.09'
EIP TO R/WVARIES150' CP&L EASEMENTCITY OF ROCKY MOUNT LIMITS
CITY OF ROCKY MOUNT LIMITSCI
TY OF ROCKY MOUNT LI
MI
TS;
;24" GUTTER24" GUTTERFENCE48" WD 24" GUTTER24" GUTTER24" GUTTERDECKSCONCCONCCONCCONCCONCMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWR1
2
2
3
9
2
4
9
2
5
0
2
5
1 CONC48" WW 1-SBW
48" WW 1-SBW
8" PVC8" PVC8" PVC8" PVC
8" PVC8" PVC8" PVC
DI
15" RCPFES
DI
18" RCPDI
15" RCP8" PVC
8" PVC8" PVC8" PVC
8" PVC
FES (DETACHED)
MH UNDER STEPS
FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP FOR HTR (TYP)WATER TAP 36" RCPBL-104
BL-105
BY5-512BY5-513LTLTLTLTCTCTCTTCTCTCTC4" PVC
4" P
V
C
8" PVC8" PVC6" PVCPVC6"6" PVC6" PVCPVC6"6" PVCCONC
LIMITS
CITY OF ROCKY MOUNT TO R/W0.68'
EI
P (TYP)FOR HTR WATER TAP METERPWRMETERPWRMETERPWRMETERPWRI-95 SBL
I-95 NBL
MTL20' UTILITY EASEMENT18' PAVED ROADWAYWEST TOWER LANESEE SHEET 21STA. 12+00.00MATCHLINE -CD1-SEE SHEET 21STA. 18+00.00MATCHLINE -CD2-SEE SHEET 16STA. 16+00.00MATCHLINE -LRPC-SEE SHEET 16STA. 25+00.00MATCHLINE -CD1-SEE SHEET 16STA. 30+00.00MATCHLINE -CD2-SEE SHEET 16STA. 15+00.00MATCHLINE -LRPD-22
SEE SHEET 43 FOR -LRPD- PROFILE
SEE SHEET 42 FOR -LRPC- PROFILE
SEE SHEET 40 FOR -CD2- PROFILE
SEE SHEET 38 FOR -CD1- PROFILE
DB 2264 PG 536
MB 24 PG 246
SUNSET WEST, LLC
DB 2439 PG 456
SUNSET WEST, LLC
DB 2558 PG 278
WILLIAMS GENERAL CONTRACTORS, LLC
2GI
2GI
TRENCHLESS INSTALLATION 48" WELDED STEEL EST 50 SY GF
EST 26 TONS
EST 49 SY
CLASS I RIP RAP
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
EST 14 SY GF
EST 5 TONS
CLASS B RIP RAP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
HW
RETAIN
RETAIN
RETAIN
2GI
15" RCP-IV
FILL WITH FLOWABLE FILL
EST 20 SY GF
EST 15 TONS
CLASS 1 RIP RAPEST 20 SY GF
EST 15 TONS
CLASS I RIP RAP
SEE DETAIL 22-1
EST 19 SY GF
EST 14 TONS
CLASS 'I' RIP RAP
RIP RAP AT EMBANKMENT 24" RCP-IVEST. 5 TONS
CLASS B RIP RAP
EST 14 SY GF24" RCP-IV2GI
18" R
C
P-I
V
2209
2210
2205
2213
2207
2214
2203
2202
LATERAL BASE DITCH
DETAIL 22-4
2215
2216
DETAIL 21-1
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 22-6
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
SEE SHEET 2D-1
DETAIL 22-8
SEE SHEET 2D-1
FS DETAIL 22-8
SEE SHEET 2D-1
FS
DETAIL 22-8
SEE SHEET 2D-1
FS
DETAIL 22-8
SEE SHEET 2D-1
FS
DETAIL 22-5
SEE SHEET 2D-1
SPECIAL CUT BASE BERM DITCH
EST 6 SY GF
EST 2 TONS
EST 3 SY
CLASS I RIP RAP
53
68
69
EX. R/W
137.00' LT
-L2SB- +03.00
EX. R/W
137.00' LT
-L2SB- +40.00
02503040506070805040302506070802504002504003905305805204403302402002002502502502502516'
1
0'
4'16'4'4'
(TYP)(TYP
)8:1300' TAPER
10'14'16'4'4'16'12'14'15'12'12'10'4'4'4'16'+60+054'32'16'4'16'12'14'14'10'16'16'4'14'12'14'12'
32
'22'+75.60+21.02+76.32+51.723°00'00"+50.0050' INC.+46.95+19.72+19.72 -LRPD-
+23.21 -CD2-
CAT-1 +70.23-CD1- +79.00
GREU TL-3,+10.72+20.65+20.65+63.61+09.79+87.65 -L2NB-
+89.70 -L2SB-
GREU TL-3
+
0
9.7
1
+56.00152025202530253035253035-L2SB- PT Sta. 33+56.74
-L2SB- PC Sta. 23+11.61
-CD1- PT Sta. 18+06.77
30251515-LRPC- CS Sta. 16+09.73-LRPC- ST Sta. 10+00.00 =
-LRPC- SC Sta. 12+56.00
-CD2- PT Sta. 24+45.03 -LR[D- SC Sta. 15+02.23-LRPD- POT Sta. 10+00.00 =
-LRPD- TS Sta. 12+46.23 15= 3°00'00.0"
-CD2- Sta. 25+04.89, 12' RT
D
-CD1- Sta. 19+26.58, 12' LT
DETAIL 22-7
SEE SHEET 2D-1
SPECIAL CUT BASE DITCH
DETAIL 22-2
SEE SHEET 2D-1
LATERAL V DITCH
DETAIL 22-7
SEE SHEET 2D-1
SPECIAL CUT BASE DITCH
DETAIL 22-3
SEE SHEET 2D-1
LATERAL BASE DITCH
PIs Sta 14+17.15
F
Ls = 256.00'
ST = 85.56'
PI Sta 14+03.58
D
L = 806.77'
T = 403.58'
R = 10,700.00'
-CD1--LRPC-
-LRPD-
PI Sta 21+04.77
D
L = 680.68'
T = 340.42'
R = 13,000.00'
-CD2-
PI Sta 28+34.27
D
L = 1,045.13'
T = 522.66'
R = 22,918.31'
-L2SB-
DS = 60 MPH
SE = RC SE = 8%
DS = 55 MPH
SE = NC
DS = 60 MPH DS = 75 MPH
SE = EXIST.
-CD2-
-L2NB-
-L2SB-
-CD1-
-LRPC-
-LRPD-
PIs Sta 11+70.81
F
Ls = 256.00'
LT = 170.81'
ST = 85.47'
PI Sta 14+34.73
D
L = 353.73'
T = 178.73'
R = 1,000.00'
LT = 170.92'
F
F
F
F
F
F
F
F
F
F
F F
F
F
C
C
C
C
CCC
C
C
F
C
C
F
C
F
WT
WB
WL
SE
WT
WT
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh22.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:14 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
RAP
RIP
BRK BUS
LOADING DOCK
S24" C&G
72" CHL 3-SBW
72" CHL 3-SBW
BST
BST
CONC
HOUSE
PUMP
FLAG POLE
CONC
WOODS
WOODS
48" WW 1-SBW
R/W MON
R/W MON0.06' EIP TO R/WEXISTING R/W
EXISTING R/W VARIES;
14
5 14
6 14
7
160
DI
15" RCPFES 36" RCPFES
FES
DI24" RCPFES
2
4
" RCP18" R
CP
BL-108
LT
LT
CABLE
BST
24" C&G
CONC
CONC
72" CHL 3-SBW
BST
BST BST
84" CHL 3-SBW
48" WW 1-SBW
BST
CONC
48" WW 1-SBW
BILLBOARD
LT
LT
WOODS
WOODS
CONC
48" WW 1-SBW
R/W MON
EXISTING R/W
EXISTING R/W
S 01°08'30" E
EIP
EIPEIPN 72°50'45" W747.30'N 72°51'22" W701.90';
;
;
DI
15" RCPOUTLET COVER
CONC. PIPE
DI
24" RCP
30" RCP
FES
DI
24" RCPFES FES24" RCPBL-109 BL-110TCONCCONC
23
SEE SHEET 41 FOR -CD2- PROFILE
SEE SHEET 39 FOR -CD1- PROFILESEE SHEET 16MATCHLINE -CD2- STA. 44+00.00,SEE SHEET 16MATCHLINE -CD1- STA. 39+00.00,SEE SHEET 24MATCHLINE -CD2- STA. 58+00.00, SEE SHEET 24MATCHLINE -CD1- STA. 53+00.00DB 1559 PG 119
BKT ENTERPRISES, L.P.
DB 2651 PG 696
3MR LIMITED PARTNERSHIP
DB 1810 PG 651
STAUFFER GLOVE SAFETY CO.
DB 1556 PG 572
LOG CABIN HOMES, LTD
2GI
2GI
18" RCP-IV 48" RCP-IVTRENCHLESS INSTALLATION 48" WELDED STEEL 18" RCP-IV EST 50 SY GF
EST 26 TONS
EST 49 SY
CLASS I RIP RAP
EST 5 SY GF
EST 1 TONS
CLASS B RIP RAP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
HW
RETAIN RETAIN
FILL WITH FLOWABLE FILL
2307
2308
2309
2310
2303
2302
2305
2306
2GI-A
2GI-A
RETAIN
DETAIL 23-3
SEE SHEET 2D-1
FS
DETAIL 23-3
SEE SHEET 2D-1
FS
DETAIL 23-3
SEE SHEET 2D-1
FS
DETAIL 23-3
SEE SHEET 2D-1
FS
RCP-IV48" DETAIL 23-1
SEE SHEET 2D-1
EST 50 SY GEOTEXTILE
EST 35 TONS CLASS I RIP RAP
RIP RAP AT EMBANKMENT
DETAIL 23-4
SEE SHEET 2D-2
FS TOP EL=176.5
EST 10 SY GF
EST 4 TONS
EST 9 SY
CLASS I RIP RAP
149
150
151
148
02502502502512'16'4'12'16'4'4'12'12'16'4'4'12'12'12'12'16'4'4'12'12'16'4'4'16'4'4'4'4'16'12'16'4'300' TAPER EX.12'TAPER
300'+35.84+14.61+64.61+14.00+14.00404550455055505560505560-CD2- PC Sta. 53+03.08
-L2NB- PC Sta. 58+99.03
-L2SB- PC Sta. 58+99.38
-CD1- PC Sta. 48+58.41
-CD2- PT Sta. 57+76.47
DETAIL 23-2
SEE SHEET 2D-1
LATERAL BASE DITCH
PI Sta 55+39.80
D
L = 473.38'
T = 236.72'
R = 13,000.00'
-CD2-
PI Sta 56+16.71
D
L = 1,516.03'
T = 758.29'
R = 22,849.31'
-CD1-
PI Sta 66+63.92
D
L = 1,529.21'
T = 764.89'
R = 22,960.31'
PI Sta 66+59.96
D
L = 1,520.61'
T = 760.58'
R = 22,918.31'
-L2SB--L2NB-
SE = NC
DS = 60 MPH DS = 60 MPH
SE = NC
DS = 75 MPH DS = 75 MPH
SE = EXIST.SE = EXIST.
-CD1-
-L2SB-
-L2NB-
-CD2-
PI Sta 20+89.50
D
L = 458.48'
T = 233.34'
R = 1,000.00'
-3MR-
SE = NC
DS = 25 MPH
F
C
F
F
F F
F
C
C
C
C C C C
C C
FFF
F F
F
CC
C
WQ
SC
SC
SC
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh23.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:30 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
BST
CONC
BST
BST
6" CURB
FLAG POLE
LT
LT
BK BUS
MTL BUS
84" CHL 3-SBW
GR GR
GR
WOODS
WOODS
GATE
S
4-S ELECTRIC
48"
4-S ELECTRIC
48"
4-S ELECTRIC
48"
4-S ELECTRIC
48"
4-S ELECTRIC
48"
4-S ELECTRIC
48"
GATE
4-S ELECTRIC
48"
S
S
S
1SFD
HOUSE
PUMP
15" R
CP
15"
R
C
P
15"
R
C
P
15"
R
C
P
15" R
CP
1SBLKD
1SFD
S
S
S
CANOPY
MTL
GR
10'
GR
10'
GR
10'
CONC
10'
CONC
10'
VIL
L
A
G
E
R
D 18' P
A
V
E
D
R
O
A
D
WA
Y
1SFD
1SBKD
DECK
DECK
CONC
CONC
CONC
PASTURE
PASTURE
PASTURE
PASTURE
BST
BST
S
CONC
MTL BILLBOARD
LT LT LT
LT
LT
LT
WOODS
WOODS
WOODS
GR
GR
GR
CONC
10'
GR
48" WW 1-SBW
48" WW 1-SBW
48" WW 1-SBW
84" CHL 3-SBW
48" WW 1-SBW
R/W MON
R/W MON
R/W MON
EXISTING R/W
EXISTING R/W
EIP
EIP VARIESS 01°08'30" E
211.49'
S 01°11'58" E
15.72'
S 01°25'45" E
738.51'S 85°06'52" E282.24'N 88°40'
5
4
" E1
4
7.30'
S 01°39'05" E
842.61'
E
XIS
TI
N
G
R/WE
XIS
TI
N
G
R/WEIP
EIP
N 01°20'15" E
316.20'
EIP
NAIL
5' DRAINAGE AND
UTILITY EASEMENT
60.00'
S 01°23'05" E
237.96'
S 7
2°42'5
5" W4
0.2
9'S 01°23'05" E
N 72°5
9'14" E
13
2.08'
N 72°59'14" E
27.96'
EXISTING R/W
EXISTING R/W
E
XISTIN
G
R/WE
XISTIN
G
R/W60.00'
N 01°43'11" W
198.76'
N 10°33'11" W
572.00'
CIT
Y
OF
R
O
C
K
Y MO
U
NT
LI
MITS
CITY OF ROCKY MOUNT LIMITS
;
;;
;152154156157155W/LTFES
36" RCPFES
3
0" R
C
P
BL-111
U-5026-3
LTCCTC6" DI
6"
DI
6" DI
G
MTL
CABLE
MTL
LT
LT
R
O
A
D
WA
Y
2
2' P
A
V
E
D
D
O
ZIE
R
R
D
S
R 1611
W
4' PAVED SHOULDER
16' CONC ROADWAY
10' PAVED ROADWAY
24
SEE SHEET 23MATCHLINE -CD1- STA. 53+00.00,SEE SHEET 23MATCHLINE -CD2- STA. 58+00.00SEE SHEET 41 FOR -CD2- PROFILE
SEE SHEET 39 FOR -CD1- PROFILE SEE SHEET 25MATCHLINE -CD1- STA. 67+00.00,SEE SHEET 25MATCHLINE -CD2- STA. 72+00.00,DB 1556 PG 572
LOG CABIN HOMES, LTD
JOSEPH E. DOZIER, III, ET AL
DB 1885 PG 1036
JULIUS E. ROSE, ET UX
DB 1920 PG 23
LEROY DAVIS
DB 2005 PG 191
LEROY DAVIS
DB 1335 PG 641
ELAINE W. SESSOMS
DB 1381 PG 14
CURTIS LEE BANDY, ET UX
DB 859 PG 650
JAMES E. SESSOMS, ET UX
MB 28 PG 95
DB 2651 PG 696
3MR LIMITED PARTNERSHIP
FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
RIGHT-OF-WAY SHALL BE REMOVED AS DESCRIBED IN THE REQUEST
ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROJECT
RETAIN
RETAIN
150
151 02502502516'4'4'12'12'12'12'16'4'EX.EX.EX.EX.EX.EX.EX.-CD1- STA. 63+74.44
END CONSTRUCTION
-CD2- STA. 65+63.66
END CONSTRUCTION4'16'4'4'EX.12'4'EX.10'8:1
-CD2- STA. 69+60.50
BEGIN SHLD. CONSTRUCTION
-L2NB- STA. 67+04.97
END ROADWAY CONSTRUCTION
-L2SB- STA. 65+67.51
END ROADWAY CONSTRUCTION
+19.73
GREU TL-3
+69.82-CD2- +19.87
IA-MASH, TL-3
+96.37+87.59+54.97+02.22556065606570657075657075-CD2- PC Sta. 66+76.68
-CD2- PT Sta. 70+20.93
-L2NB- PT Sta. 74+28.24
-L2SB- PT Sta. 74+19.99
-CD1- PT Sta. 63+74.44
PI Sta 56+16.71
D
L = 1,516.03'
T = 758.29'
R = 22,849.31'
PI Sta 68+48.82
D
L = 344.25'
T = 172.14'
R = 11,500.00'
PI Sta 66+63.92
D
L = 1,529.21'
T = 764.89'
R = 22,960.31'
PI Sta 66+59.96
D
L = 1,520.61'
T = 760.58'
R = 22,918.31'
-CD1--L2SB--L2NB--CD2-
SE = EXIST.
DS = 75 MPH DS = 75 MPH
SE = EXIST.
DS = 60 MPH DS = 60 MPH
SE = NC SE = NC
-CD1-
-L2SB-
-L2NB-
-CD2-
F
C
C
C
C
C
C
F
F F
F F F
C FC
F F
F
F
F
C C C
F
C
F F
NAD 83/ 2011 HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh24.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:51:47 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
BST
BST
3
0" C
&
G
30" C&GCONC
30" C&G
30" C&G
16' CONCCONC BST
BST
CONC
EXISTING 3-CABLE
S
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
LT
LT
LT
LT
LT
LT
LT
LT
G
R
WOODS
WOODS
WOODS CONCCONC4' BSTWOODSC
O
N
C
CO
N
C CONCCULTIVATED
BST
48" WW 1-SBW
R
/W
MON
R/W MON
EXISTING R/W VARIESR/W MONR/W MON
R/W MON
R/W MON
N 7
2
°5
9'14" E
N 72°5
9'14"
E
13
2.0
8'
N 72°59'14" E
27.96'EXI
STI
NG R/
W
EXISTING R/W
;
;;;
;
;150151LT
DI15" RCPDI 18" RCP15" RCPDI
DI 24" RCP
15" RCP15" RCPDI
36" RCPDI
DI
DI36" RCP42" RCP
DI
36" RCP
CB DI18" RCPDI30" RCP
3
6
" RCPCB
DI
15" RCP36" RCPDI
DI
3
6
"
R
C
P
30" RCP
30" RCP
CB
24 " RCPDI
DI
DI
18" RCP8" CMP
8
" CMP
CURB INLET
CURB INLET
8" CMP
8" CMP
42" RCP8"
H
DPE
18 " RCP
CURB INLET
CURB INLET
U-5026-4
BL-112
HH4" P
L
AS
TI
CS MTL
WOODS
WOODS
48" RCP
UNKNOWN JB
MTL
I-95 NBL
4' PAVED SHOULDER
12' PAVED SHOULDER
24' CONC ROADWAY
4' PAVED SHOULDER
12' PAVED SHOULDER
24' CONC ROADWAYI-95 SBL
CB
8"
H
DPE4' PAVED SHOULDER16' CONC ROADWAY4' PAVED SHOULDER4' PAVED SHOULDER
16' CONC ROADWAY
10' PAVED SHOULDER
4' PAVED SHOULDER
15' CONC ROADWAY
4' PAVED SHOULDER
16' CONC ROADWAY
10' PAVED SHOULDER
16' CONC ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
15' CONC ROADWAY
4' PAVED SHOULDER
CONC MTL4' PAVED SHOULDER20' CONC ROADWAYCBSEE SHEET 24MATCHLINE -CD1- STA. 67+00.00,SEE SHEET 24MATCHLINE -CD2- STA. 72+00.00,SEE SHEET 26MATCHLINE -L2SB- STA. 90+50.00,SEE SHEET 26MATCHLINE -LSNB- STA. 90+50.00, 25
DB 1549 PG 499
DONALD I. EVANS
8:1
10'-CD2- STA. 73+48.60
END SHLD. CONSTRUCTION
CAT-1
+74.53-CD2- +70.97
CAT-1
-CD2- +70.97
CAT-1
75808580859090-L2NB-
-L2SB-
-CD1-
-CD1- POT Sta. 69+98.19
-CD2-
-CD2- POT Sta. 77+39.10
F
F
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh25.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:03 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
258CONC
CONC
CONC
CONC
CONC
CONC
30" C&G
30" C&G 30" C&G30" C&GCONCCONCCONCCONCCONC
CONCBSTCONCBST
CONCCONC
CONC CONC BRIDGECONC BRI
DGECONC BRIDGECONC BRI
DGE30" C&G30" C&G
30" C&G 30" C&G
30" C&GLT
LT
LT
LT
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
WOODS
G
R
EXI
STI
NG MTLLTLTSS5'
BST4'
BST3' BST3'
BST4'
BST3'
BST29'
BST24'
BST28'
BST24'
BST16' C
O
N
C
4' BST
16' CONCBSTCONCCONC
GREXI
STI
NG MTL48" WW 1-SBW 48"
W
W 1-SBW
R/W MON
R/W MONR/W MONR/W MO
N
EXI
STI
NG R/WEXISTING R/W
CIT
Y OF
R
OC
KY MOUNT
LI
MITS;
;
;
;
LT
FALLOW
DI
18" RCP
DI15" RCP6" HDPE
CB 18" RCPCB
DI
24
" RCP
18" RCP
DI
DI
3
0" R
CP
54" RCP
54" RCP
30" RCPDI
DI30" RCPDI
DI
54" RCP24" RCPDI 30" RCPCB
24" RCP
DI
CB
15"
R
C
P8" C MP
8" C MP
24" R
CP
DI
DI
DI
15" RCP18" RCPINV.=103.27'60" RCPCURB INLET
8" CMP8" CMP
CURB INLET
48" RCP
CURB INLET
CURB INLET
BL-113BY7-504BY7-505HHHHHHCONC
CON
C
BL-114
4' PAVED SHOULDER
16' CONC ROADWAY
10' PAVED ROADWAY
CONC
CABLE
10' PAVED SHOULDER
16' CONC ROADWAY
4' PAVED SHOULDER
12' PAVED SHOULDER
24' CONC ROADWAY
24' CONC ROADWAY
12' PAVED SHOULDER
4' PAVED SHOULDER
15' CONC ROADWAY
4' PAVED SHOULDER
MTL
MTL
MTL
MTL
MTL MTL
4' PAVED SHOULDER
4' PAVED SHOULDER
4'
PAVED SHOULDER16'
CONC ROADWAYUNKNOWN JB
CONC
BST
BST
MTLMTLWOODS
WOODS
MTL
MTL
48" RCP
I-95 SBL
I-95 NBL
MTL
MTL MTL4' PAVED SHOULDER6" HDPE
CONC
TRAFFIC CAMSEE SHEET 25MATCHLINE -L2SB- STA. 90+50.00,SEE SHEET 25MATCHLINE -LSNB- STA. 90+50.00,SEE SHEET 27MATCHLINE -L2SB- STA. 104+00.00,SEE SHEET 27MATCHLINE -LSNB- STA. 104+00.00,26
DB 2741 PG 762
MB 10 PG 137
GSM PROPERTIES, LLC
-L2SB- +62.64
CAT-1
9510095100-L2SB-
-L2NB-
NAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh26.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:17 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
LT
LT
LT
LT
LT
LT
LT
S
CONC
CONC
CONC
CONC
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
48" WW 1-SBW
48" WW 1-SBW
R/W MON
EIP
R/W MON
R/W MONEXISTING R/WEXISTING R/W
EXI
STI
NG R/
W
EXISTING R/W
EXISTING R/W
N 06°10'39" E
124.64'S 89°15'39" W1075.37'
N 06°10'39" E
2884.62'
EXISTING R/W
EXISTING R/W VARIESN 58°07'30" E237.84'
N 56°06'30" E
216.81'N 38°53'54" W84.65'CITY OF ROCKY MOUNT LIMITSCI
TY OF ROCKY
M
OUNT LI
M
I
TS;;
;;
LT
WOODS
FALLOW
20'
S
EWER EAS
EMENT48" WW 1-SBW
48" WW
1-SBW
INV.OUT=97.08' (N)
INV.IN=97.14' (W)
INV.IN=97.12' (S)
INV.OUT=97.21' (N)
INV.IN=97.25' (W)
INV.IN=UNKNOWN (SW)
INV.OUT=UNKNOWN (NE)
DI
DI
DI
18" RCP24" CMP15" RCPDI
FES DESTROYEDUNKNOWNUNKNOWN UNKNOWNBL-115 BL-116
CONC
CONC
CABLE
MTL
CONC
10' PAVED SHOULDER
15' CONC ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
16' CONC ROADWAY
7' PAVED SHOULDER
I-95 NBL
12' PAVED SHOULDER
24' CONC ROADWAY
4' PAVED SHOULDER
4' PAVED SHOULDER
24' CONC ROADWAY
12' PAVED SHOULDER
I-95 SBL
CONC
CO
N
CMTL
MTL
BST
CONC
CONCBST
STONY CREEK
S
TONY
CR
EE
K
SEE SHEET 28MATCHLINE -L2SB- STA. 116+50.00,SEE SHEET 28MATCHLINE -LSNB- STA. 116+50.00,27
SEE SHEET 26MATCHLINE -L2SB- STA. 104+00.00,SEE SHEET 26MATCHLINE -LSNB- STA. 104+00.00,DB 1832 PG 764
TAR RIVER LAND CONSERVANCY, INC.
DB 1868 PG 612
GARRY KENT WARD, ET UX
G. KENNETH DOZIER, ET AL
DB 2633 PG 844
MB 14 PG 348
+85.39
IA-MASH, TL-3
+86.54
GREU TL-3
+33.17
CAT-1
+33.17
CAT-1
+56.57
GREU TL-3105110 115105110115-L2SB-
-L2NB-WYNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh27.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:37 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720
CONC
CONC
CONC
CONC
LT
LT
EXISTING MTL
1-SBW
48" WW
1-SBW
48" WW
1-SBW
48" WW
1-SBW
48" WW
CONC
CONC
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SHRUBS
SHRUBS
CONC
48" WW 1-SBW
48" WW 1-SBW
48" WW
1-S
BW
R/W MON
EIP
R/W MON
R/W MON
R/W MON
N 03°05'39" E
1014.13'
EXISTING R/W
EXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/WEXISTING R/WEXI
STI
NG R/WEXISTING R/W ;
;
;;
;
;;
;;;
WOODS
20' SEWER EASEMENT20' SEWER EASEMENT20
' SEWER EASEMENT
48" W
W 1-SB
W
INV.OUT=96.93' (N)
INV.IN=96.97' (S)
INV.OUT=96.63' (E)
INV.IN=96.67' (S)
INV.OUT=97.15' (N)
INV.IN=97.19' (S)
INV.IN=UNKNOWN (W)
INV.OUT=UNKNOWN (E)
DI
24" CMP18" RCPDI
24" CMP18" CMPFES DESTROYED
UNKNOWN
UNKNOWN
UNKNOWN
UNKNOWNUNKNOWNBL-117 BL-118
BL-119
CABLE
CONC
CABLE
MTL
CONC
CONC
MTL
CABLE
MTL
CONC DI
I-95 SBL
CONC
BST
BSTCONC
CONC
BST
CONC
S
T
O
N
Y
C
R
E
E
K
S
T
O
N
Y
C
R
E
E
K
STONY CREEK
SEE SHEET 27MATCHLINE -L2SB- STA. 116+50.00,SEE SHEET 27MATCHLINE -LSNB- STA. 116+50.00,28
BRIDGE DECK REHABILITATION
DB 2633 PG 848
MB 18 PG 250
G. KENNETH DOZIER, ET AL
DB 2633 PG 848
MB 18 PG 250
G. KENNETH DOZIER, ET AL
DB 2633 PG 848
G. KENNETH DOZIER, ET AL
-L2NB- STA. 127+69.43
END CONSTRUCTION
-L2SB- STA. 128+25.99
END CONSTRUCTION
+26.10
GREU TL-3
+55.47
GREU TL-3
+18.52
TYPE III
+49.77
TYPE III
+68.42
CAT-1
+19.59
TYPE III
+81.55
TYPE III
+62.79
GREU TL-3
+11.74
TYPE III
+49.04
TYPE III
+67.79
GREU TL-3
+13.03
CAT-1
+81.22
TYPE III
+23.90
TYPE III
+74.98
GREU TL-3 120125130120125130-L2SB-
-L2NB-
-L2SB-
-L2SB- PT Sta. 128+01.20
-L2SB- PC Sta. 121+04.01
PI Sta 124+52.69
D
L = 697.19'
T = 348.68'
R = 13,000.00'
-L2SB-
SE = EXIST.
DS = 75 MPH
WXNAD 83/ 2011
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Roadway\Proj\U5026-R5720_rdy_psh28.dgnUSER:SWEATHERDATE:8/18/2020NCDOT_pdf_color_eng_50.pltPLOT DRIVER:10:52:53 AMTIME:NCDOT_pshpfl.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HDR Engineering, Inc. of the Carolinas
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
BARNHILL
CONTRACTING
COMPANY
U-5026 / R-5720