20201086 Ver 1_D6i_U5026_R5720_HYD_PRM_BUF_08_21_2020_20200825

CX3080192.09EL*5215
CX3079BL*5215
CX3030EL*5215
CX3029BL*5215
CONC CONC
CONC
CONC
CONC
CONC
CONC
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 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
;;;;;;;;;;;;;;;
;
;
;;
;;;;;;;;CONC18'
54" RCPINV.=175.92'INV.=175.01'
8" CMP
8" CMP
8" CMP
8" CMP
INV.OUT=178.97' (W)INV.=161.35'INV.=170.02'18" CMPEND NOT FOUND
END NOT FOUND
END NOT FOUND
END NOT FOUND
END NOT FOUND
CONC ISLAND
INV.=UNKNOWN
INV.=UNKNOWNINV.=194.91'INV.=194.96'
MONR/W
R/W MON
MTL
MTL
MTL
MTLMTL
MTL
MTL
MTL
MTL
CABLE
MTL
CABLEMTL
MTL
MTL MTL MTLMTL
MTL
MTLCABLE CABLE
175.92
149.69149.43
105.67
104.09
APPROX
159.07159.06158.62158.77158.93
159.08159.10
159.25159.31
159.23159.31
159.53159.49
159.85159.86
160.42160.34
160.88160.87
161.61161.60
162.61162.58
163.66163.65
165.00165.06
166.20166.16168.48168.38168.39168.15168.48168.41
163.00162.98162.74162.71162.68
162.70162.66
162.84162.83
162.85162.90
163.03163.06
163.31163.33
163.42163.46
163.73163.70
164.21164.20
164.56164.47
164.89164.95
165.43165.44
166.66166.67
169.01169.26
164.60164.72
164.49164.45
164.28164.29
164.12164.08
164.09164.18
163.81163.76163.75163.74 163.72163.68 163.79163.77 163.88163.98163.85163.96
163.81163.89
163.82163.74
163.86163.82
164.11164.02
164.20164.24
164.47164.41
164.60164.70
165.06165.06
165.34165.31
165.77165.92
166.36166.33
166.65166.72
167.80167.63167.86167.91
167.51167.68
164.87164.93
163.36163.48
161.68
160.55160.55
159.68159.65
159.05158.99
158.38158.27
157.56157.73157.73
156.85156.84
156.37156.42
156.17156.07
155.66155.67155.30155.38155.05155.00154.50154.44154.04154.00153.72153.64153.82153.85
144.04143.85
154.25
154.69154.68
155.22155.13
155.62155.85155.86
156.53156.51
157.43157.42
176.59
147.32147.06146.48
150.99150.92
150.41150.48
149.36149.44
145.82145.85
142.43142.29
137.85137.99
132.73132.59
125.68126.14
170.02
10316
162.20
162.55
12282132.8612284132.84
12291131.9512293131.89
12296130.8912298130.86
12301130.0712303130.0612306129.5312308129.3412309129.32
12310130.40
12313129.2112316129.42
12318128.6712321128.63
12323127.7212326127.69
12329124.5412332124.92
12335120.6212338120.75
12341118.3012344118.47
12347116.3712350116.56
12353114.6712356114.98
12359111.3312362111.12
12365109.4812368109.44
12371108.2012374108.49
12398108.3512401107.96
12404106.2812407106.38
12410105.5812413105.4912415105.0312418105.26
12419104.47
12436130.54
12439131.4912440131.40
12443130.7012445130.7112446130.79
12449129.7412451129.75
12456128.3312458128.44
12459127.5912468127.5912469132.87
12470133.4312471133.47
12472132.79
12473132.7012474132.70
12475132.8612476127.57
12487126.5512489126.56
12490125.1112492125.10
12498122.0512500122.08
12503118.2812505118.14
12507116.6512509116.8712510116.88
12535114.0312536114.0312538114.47
12540108.4912542108.2912545107.8112547107.1812551107.7112552107.67
12554106.0512558106.2612559105.9812564106.0512565107.0612566105.8612567104.9112568105.0312569105.76
13165165.6513166165.6513168165.1013169165.55
13172165.0313173164.87
13174165.6013176165.72
13177166.2813179166.24
13180166.8013182166.76
13183167.6213185167.60
13186167.9513188167.96
13189168.80168.76
13192169.5713194169.54
13197170.5413198170.49
13200171.5613202171.61
13203172.6713205172.67
13206174.0713208174.17
13209175.13175.14
13212176.3113214176.20
13215177.1513217177.29
13218178.1713220178.15
13221179.1213223179.19
13224179.9513226179.91
13227180.8813229180.92
13230181.4413232181.4113235181.5413236181.51
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
13291170.9213292171.1313302171.1613303170.7313305171.2313306171.23
13308176.2713309175.8813310176.34
176.7313312176.3113314176.78
13316180.3113317179.9713318180.30
13319180.8913320180.4013322180.91
13324165.9913325165.5913327166.08
13329165.2513330164.9313331165.22
13332166.0413333165.5813335165.98
13337165.5213338165.2713339165.51
13340166.0013341165.5413343166.02
13345165.1913346164.8913347165.20
13348154.6313349154.1113351154.62
13353154.0713354153.7113355154.0613356155.0513357154.5813359155.06
13361154.4413362154.0913363154.4013364154.5513365154.1313367154.54
13369154.1013370153.7713371154.19
13372149.4613373148.9713375149.42
13378149.1013379149.1113380149.4513381148.9913383149.44
13384149.1413385149.15
13389150.2313390149.5713391149.3913393150.30
13395150.60
13398151.21
13399152.0813400151.6113402152.03
13403151.3013404150.5813405150.16
13406152.2913407151.7513409152.23
13410151.87
13413152.2213414151.7813416152.29
13417151.96
13418158.6013419158.2113421158.64 13423158.23 13425159.2113426158.7913428159.26
13431146.9713432146.6513434146.94
13435146.7013438146.73
13439146.6713440146.3213442146.7613443146.6113444146.71
13445147.4813446147.0113448147.39
13450147.0113451146.7713452147.14
13453147.6813454147.1813456147.57
13458147.3313459147.1913460147.28
13461147.6813462147.1613464147.65
13466147.0113467146.5813468147.00
13469148.8813470148.4113472148.92
13475148.64
13476148.9613477148.3913479148.92
13480148.4613481148.1913482148.42
13484148.4813485148.1013487148.36
13488148.3913490148.39
13492148.2013493148.19
13495148.6813497148.65
13498148.7313500148.72
13501149.0313503148.89
13504148.9313506148.98
13508148.9413510149.07
149.0213513148.81
13514148.9013516148.99
13517149.1813519149.17
13520149.1913522149.29
13523149.5413525149.43
13526149.5713528149.7313529149.5213530149.7713532149.8113533149.6913534149.5513535149.3613537149.6613538149.4413539149.4613540149.4113541149.42
13546151.1013547150.6313549151.09
13552151.1313553150.7413555151.27
13556151.0513557150.6913559151.20
13562150.58
13563151.3113564150.6713566151.03
13567150.40
13569143.3313570142.8813572143.37
13574142.9413575142.5313576142.90
13577143.4613578143.1013580143.38
13582143.0313583142.7013584142.91
13585140.9213586140.5713588140.96
13591140.69
13592141.2013593140.9013595141.1313596140.79
13597141.0913598140.5813600141.1013601140.66
13604140.9213605140.4113607140.89
13608140.7513609141.3013610141.19140.4313614140.9313615140.4413617140.96
13619140.6313620140.2313621140.56
13622141.2813623140.8513625141.36
13627140.9913628140.6313629140.99
13630140.7113631140.2113633140.69
13635140.4313636140.1113637140.55
13640146.0313641145.6513643146.03
13644145.0313645145.4413646145.0013647144.6913648144.9013649144.7013660143.9813662144.00 13663143.5013665143.4513666142.6513668142.72 13669141.9713671141.92 13672141.5913674141.69 13675141.2913677141.2513678140.9913680141.0313681140.6813683140.6813684140.5513686140.55
13687140.4513688140.36
13691140.7613692140.4013695140.76
13696140.8013697140.3613699140.82
13701140.1313702139.8813703140.41
13706153.0513707153.0513709152.6513710153.20
152.2013713152.19
13714151.1613716151.21
13717150.4913719150.44
13720149.5813722149.66
13723148.9613725148.92
13726147.7113728147.76
13729146.7013731146.7513732147.42
13733146.5213734145.77
13738146.0513739145.6113741146.01
13743146.43
13746148.7813748148.94
13749150.5713751150.59
13752152.2413754152.23
13755153.9613757153.79
13758155.2613760155.25
13761156.9013763156.99
13764158.3413765157.8913767158.3613768158.36
13770137.0613771136.5513773137.05
13776136.64
13777136.6513778136.2613779136.6513780136.67
13782136.9313783136.4413785136.96
13786136.8213787136.8413791136.9613792136.5313794136.99
13796136.7113797136.3113798136.69
13799137.2913800136.8613802137.31
13804136.7913805136.4213806136.71
13807137.0613808136.6713810137.09
13812136.6413813136.3513814136.67
13815135.3713816134.9113818135.32
13819134.6713821134.2213823134.76
13824135.3713825134.9313827135.43
13828135.1713829135.19
13851128.1413852127.6513854128.16
13856127.7913857127.3613858127.5613859128.2913860127.7613862128.19
13864127.7613865127.2913866127.6713867127.7413868127.2113870127.70
13872127.3413873126.9913874127.42
13876122.5013877122.0713879122.50
13882121.94
13883122.5613884122.1713886122.54
13887121.9913888122.5713889122.2113891122.66
13892122.40
13895122.6213896122.1813898122.69
13899122.42
13900123.7413901123.2313903123.74
13906122.88
13907123.5813908123.1213910123.35
123.26
13913127.5513914127.0113916127.65
13918127.1213919126.7413920127.15
13921130.0913923130.09
13924130.8113926130.77
13927131.9013929131.97
13930132.8313933132.9113934132.90
161.61
ARBOREXISTING 3-CABLE EXISTING MTL
EXISTING MTL
ARBOR
29' BST
24' BST
BST
BST
16' CONC
EXISTING MTL
CONC
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 MONR/W MONR/W MONR/W MONR/W MONR/W MONR/W MONR/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
R/W MON
R/W MONR/W MONR/W MONR/W MONR/W MON;;;;;;;;;;;;;;
;
;
;
;
;
;
;
;;;;
;
;
;;;
;
;;;;;;;;;;;
;;;;;;;;INV.IN=148.95' (N)INV.IN=148.95' (N)54" RCP
54" RCP INV.OUT=132.98' (N)INV.IN=133.17' (S)INV.IN=129.68' (S)54" RCP INV.OUT=129.02' (W)8" CMP8" CMP
INV.IN=138.77' (SE)INV.IN=138.77' (SE)8" CMP
8" CMPINV.=149.69'INV.=149.43'INV.IN=124.46' (E)INV.OUT=116.49' (NW)INV.=103.27'60" RCPINV.OUT=123.47' (E)24" CMP INV.=105.67'INV.=104.09'INV.OUT=117.92' (E)INV.OUT=118.35' (E)24" CMP
INV.OUT=161.97' (S)INV.OUT=161.95' (S)8" CMP 8" CMP 8" CMP
8" CMPINV.=144.04'INV.=143.85'24" CMP 18" CMP
INV.OUT=161.23' (S)INV.OUT=161.13'INV.=146.48'
INV.=146.21'
INV.=147.32'
INV.=147.06'INV.OUT=157.26' (NW)INV.OUT=157.33' (NW)=122.07'SEAT ELEV.=122.40'SEAT ELEV.=123.68'SEAT ELEV.=122.97'SEAT ELEV.=124.97'SEAT ELEV.=125.03'SEAT ELEV.=125.35'SEAT ELEV.=124.22'SEAT ELEV.CABLE
CABLEMTL MTL
CABLE
MTLCABLE MTL
MTL MTL
16' CONC ROADWAY
CABLE
10' PAVED SHOULDER
16' CONC ROADWAY
MTL
MTL
MTL
MTL MTL MTL
CABLE MTLINV.=152.66' INV.=152.63' MTL
MTL
MTL
MTL MTL
MTL
MTLMTL
MTLMTL
16' CONC ROADWAY 10' PAVED SHOULDER
16' CONC ROADWAY
4' PAVED SHOULDERMTL
16' CONC ROADWAY
BENT ELEV.=190.70'BENT ELEV.=190.73'=190.80'BENT ELEV.=190.23'BENT ELEV.=190.56'ELEV.BENT =189.95'ELEV.BENT BENT ELEV.=162.86' BENT ELEV.=163.52' BENT ELEV.=165.06' BENT ELEV.=164.10'BENT ELEV.=164.14'BENT ELEV.=165.76'BENT ELEV.= 165.97'BENT ELEV.=166.91' BENT ELEV.=165.47' BENT ELEV.=164.83' BENT ELEV.=164.43' BENT ELEV.=165.12' BENT ELEV.=166.55'BENT ELEV.=165.40'BENT ELEV.=165.25'BENT ELEV.=163.23'BENT ELEV.=163.55'BENT ELEV.=164.63'BENT ELEV.=163.24' =163.08' ELEV.BENT vv
CONC
MON
MON
MON
MON
MON
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 SR 1603 (OLD CARRIAGE RD) VARIABLE WIDTH BST
MON
MON
25A
33A
STONY CREEK
STONY CREEK
STONY CREEK
STONY CREEK
STONY CREEK
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
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
(NOT TO SCALE)
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:
N
LOCATION: NAD 83/2011CONTACT:
NCDOT

CONST.
2019
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\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026_R5720_HYD_BUF_TSH.dgnNWOMACK8/4/2020NCDOT_pdf_color_eng_100.plt12:25:21 PMNCDOT_TSH.tblPENTABLE:TIME:DATE:PLOT DRIVER:USER:FILE:NASH COUNTY
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-
58
58
INTERSTATE
95
INTERSTATE
95
(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)-Y15-10
60
3
50
* TTST = 1%DUAL = 2%
URBAN ARTERIAL
RURAL ARTERIAL &
17,311
26,100U-5026/ R-5720WARREN LAMB, PE
PAUL 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
LENGTH ROADWAY -L2SB- (I-95) = 2.349 MILES
TOTAL LENGTH TIP PROJECT U-5026 / R-5720 = 6.632 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:
LENGTH ROADWAY -L- (SR 1770) = 2.426 MILES (R-5720)
LENGTH ROADWAY -L- (SR 1770) = 1.414 MILES (U-5026)
LENGTH STRUCTURES -L- (SR 1770) = 0.057 MILES (U-5026)
SITE 5 SITE 6
SITE 16 SITE 16
SITE 6
SITE 7
SITE 1
SITE 2
SITE 3
SITE 13
08/04/2020
BUFFER IMPACTS
U-5026 / R-5720
John
Don
Railroad
Csx
BEGIN PROJECT
END PROJECT
STRUCTURE SITE 1
BARNHILL
CONTRACTING
COMPANY
VICINITY MAP PRELIMINARY ROADWAY PLANS64
64
BEGIN CONSTRUCTION
-L1- STA. 10+33.86
BEGIN CONSTRUCTION
-L2SB- STA. 4+21.78
-RAB1-
-RAB2-
-RAB3-
-RAB4-
-RAB5-
-RAB6-
-RAB7-
END CONSTRUCTION
-L2SB- STA. 128+25.99
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+71.78
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
SHEET __ OF __
BUFFER DRAWING
CR
CR CR
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
2
5'
P
AVE
D ROADWAYHI
GHWAY US
6
4 RAMP 25' PAVED ROADWAYHI
GHWAY US 64 RAMP
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE I
NSET ASTA.
1
4
+0
0.
0
0MATCHLINE -Y1-
INSET A
4SEE SHEET 41 FOR -Y1- PROFILE
SEE SHEET 24 FOR -L- PROFILE
MATCHLINE -L- STA. 24+00.00, SEE SHEET 5MATCHLINE -Y1- STA. 14+00.00SHEET __ OF __
BUFFER DRAWING
GRAPHIC SCALE
0 252512.5 50
LEGEND
C
C
C
C
F
C
C
CC
F
-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
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
SEE SHEET 4A18" RCP-IV
2GI
24" RCP-IV
RETAIN
DETAIL 4-2
SEE SHEET 2D-1
SPECIAL CUT DITCH
2GI-A
2GI-A
CBCB
TO OPEN
INV=UNK-UNABLE
CB
TO OPEN
INV=UNK-UNABLE
CB
TO OPEN
INV=UNK-UNABLE
CB
TO OPEN
INV=UNK-UNABLE
CB
TO OPEN
INV=UNK-UNABLE
INV=UNK
INV=UNK
S
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 ROADWAYTOP=163.56'TOP=164.33'
TOP=165.22'
TOP=161.61'
DI
15" RCP
DI
18" RCP
POSSIBLE JB
18" RCP
TOP=167.61'
SSMH
INV IN=151.81'
INV OUT=159.21'
INV IN=158.18'
INV IN=158.28'
INV OUT=158.09'8" DIP8" DIP
INV OUT=159.61'
INV IN=159.72'
INV IN=157.06'
INV OUT=156.99'
INV IN=157.63'
INV OUT=157.51'
INV IN=158.02'(8"HDPE)
8" HDPE8" DIP 8" DIP15" RCP
15" RCP
15" RCP
8" HDPE
TOP=170.43'
INV IN=161.28'
INV OUT=161.20'
8" HDPE
18" RCP
TOP=163.82'
INV IN=159.92'
INV OUT=158.62'
TOP=173.92'
INV IN=165.88'
INV IN=163.42'
INV OUT=163.17'
8" HDPE24" RCP18" RCP
15" RCP
24" RCP
CUL1
CUL2
CE1
HW1
CUL3 CUL4
CE2
HW2
DI
CONC DITCH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
DI
DI
8" HDPE
CBCB CB
SSMH
DI
DI
30" CONC C&GFOUND
END NOT
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
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
MBLT, LLC
PB 28 PG 90
35' SEWER EASEMENT
SAPONY CREEK PROPERTIES, LLC
EIP
EIP
EIP
EIP
JSG INVESTMENT CO., LLC
AUTOZONE, INC.
SAPONY CREEK PROPERTIES, LLC
WHLR-NASHVILLE COMMONS, LLC
EIP
EIP
EIP EIP EIP
EIP
WILLIAM F. GLOVER
SIXTY-FOUR AND E AVE, LLC MURPHY OIL USA, INC
MON
MON
DORIS L. FISHER
EASTERN NASH, LLC
MON
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
WOODS
LS
HH
F
OESTATE CO., INC.
CAVALIER REAL
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:13:13 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
F
F
FF
F
F
F F
F
FF
F
F
C CCCF
CRCRCR CR15 2015-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-20BARNHILL
CONTRACTING
COMPANY
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
DI
30" RCP-IVDI
15" RCP-IV DI
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
4
5
92
6
171
SZ-PERENNIAL
SITE 1
TRANSPORTATION FACILITY
EXISTING
CONC SW
30" CONC C&G
WOODS
CONC FLUME
RIP RAP
GR
CONC DITCH
RIP RAP
18" RCP 15" RCP
BST
CONC
WOODS
TOP=161.61'
15" RCP
DI
18" RCP
8" DIP
INV IN=157.06'
INV OUT=156.99'
8" HDPE8" DIP 8" DIP15" RCP
HW1
CUL3 CUL4
CE2
HW2
SSMH
FOUND
END NOT
CONC MEDIAN
1-6X4 BARREL
HH
Century Link
EIPEXISTING R/WSHEET __ OF __
BUFFER DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:13:22 PMTIME:NCDOT_permits_NOCON.tbl4AU-5026/R-5720
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
GRAPHIC SCALE
0 252512.5 50
NAD 83/ 2011LEGEND
F
F15ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
RETAIN
RETAIN
RETAIN
DETAIL 4-1
SEE SHEET 2D-1
EST 70 SY GEOTEXTILE
EST 85 TONS CLASS 'I' RIP RAP
HOLE STABILIZATION
BANK AND SCOUR
SZ-PERENNIAL
SITE 1
TRANSPORTATION FACILITY
EXISTING
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&GCBCB
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
CB
CB
CUL1
CE1
HW1
18" RCP
15" RCP
15" RCP
15" RCP
TOP=177.21'TOP=176.92'
INV IN=170.38'
INV IN=167.10'
INV OUT=166.86'
CB
24" R
CP
18" RCP
18" RCP 18" HDPE
24" RCP
18" RCP
24" RCP
15" RCP
24" RCP
36" RCP24" RCP36" RCP
18" RCP
18" RCP
TOP=181.17'
INV IN=167.31'
INV OUT=167.19'8" HDPETOP=177.68'
INV IN=166.38'
INV IN=166.47'
INV OUT=166.26'
8" HDPE8" HDPETOP=175.85'
INV IN=167.07'
INV OUT=166.94'
TOP=171.81'
INV OUT=168.02'8" HDPETOP=174.96'
INV IN=164.34'
INV OUT=164.17'
TOP=172.84'
INV IN=162.62'
INV OUT=162.49'
8" HDPE
18" RCP 18" RCP
CB
CB
CB
DI
CB
CB
CB
CB
DI
CB
48" RCPSSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
CB
24" RCP
CB
18" RCPDI
48" RCP
15" HDPE
CB
30" RCPCONC MEDIAN
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 LinkEIP
STATE EMPLOYEES CREDIT UNION
5' DRAINAGE & UTILITY EASEMENT
5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENT80.00'
40'X40'SIGN EASEMENT
EIP
EIPEIP EIP EIP EIP EIP
EIP
3MR LIMITED PARTNERSHIP
5' DRAINAGE & UTILITY EASEMENT5' DRAINAGE & UTILITY EASEMENTMORRIS L. YOUNG
5' DRAINAGE & UTILITY EASEMENT
NASH CO. ABC BOARD
OHI ASSET (NC) NASHVILLE, LLC
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
3MR LIMITED PARTNERSHIP, LLC
3MR LIMITED PARTNERSHIP
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
MURPHY OIL USA, INC
EASTERN NASH, LLC
WHLR-NASHVILLE COMMONS, LLC
WALMART REAL ESTATE BUSINESSNAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
BUFFER DRAWING
LEGEND
5
MATCHLINE -L- STA. 24+00.00, SEE SHEET 4MATCHLINE -L- STA. 37+00.00, SEE SHEET 6SEE SHEET 47 FOR -Y2- PROFILE
SEE SHEET 47 FOR -Y1A- PROFILE
SEE SHEET 29 FOR -L- PROFILE

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:13:30 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
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
CR CRCRCRCR
CR CRC
R CRC RCRCRCRCR-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 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
SITE 2
SEE SHEET 5A
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
CB18" RCP-IV
CB
15" RCP-IV
CBCB
15" RCP-IV CB
CB
24" RCP-IV
CB
15" RCP-IV
15" RCP
-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
15" RCP-IV
RCP-IV
15"
15" RCP-IV
CBRCP-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" 24" RCP-IV
7
8
93
94
95
96
92
6
171
9
SA-PERENNIAL
U-5996/ R-5720
PA- STORMWATER BASIN
U-5996/ R-5720
PB- STORMWATER BASIN
U-5996/ R-5720
TRANSPORTATION FACILITY
EXISTING
S
18" RCP 18" RCP8
" HDP
E
SSMH
30" CONC C&G
10" CONC BLOCK
CONC SW
72" WD
WOODS
24" CONC C&G
CB
10" CONC WW
18" CONC HW
CUL1
CUL2CE1
HW1
18" RCP
8" HDPE
8" HDPE
TOP=168.56'
INV IN=148.06'
INV OUT=147.93'
TOP=155.43'
INV IN=146.43'
INV OUT=146.31'8" HDPE48" RCP18" RCP
SSMH
CB
EIP
OHI ASSET (NC) NASHVILLE, LLC
EXISTING R/W
EXISTING R/W
R/W VARIES
UTILITY EASEMENT 20' SEWER EASEMENTHH
J. MICHAEL EVANS
OHI ASSET (NC) NASHVILLE, LLC
NAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/10/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:38:32 AMTIME:NCDOT_permits_NOCON.tbl5AU-5026 /R-5720
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
SHEET __ OF __
BUFFER DRAWING
LEGEND
SA-PERENNIAL
U-5996/ R-5720
F F
F
F
F
F C
C
F
-L- PC Sta. 38+49.78
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
56.50' LT
76.00' LT
87.00' LT
-L- +90.00
149.00' LT
-L- +47.00
118.75' LT
-L- +95.50
CB
CB
CB
RETAIN
15" RCP-IV
48" RCP-IV15" RCP-IV 15" RCP-IV
15" RCP-IV
15" RCP-IV 15" RCP-IV
RCP-IV
48"
DETAIL 6-4
SEE SHEET 2D-1
EST 75 SY GF
EST 40 TONS
ON BANKS ONLY
CLASS I RIP RAP
OUTLET PROTECTION
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
CB
DI
CB
2GI-A
DETAIL 5-1
SEE SHEET 2D-1
TOE PROTECTION RCP-IV48" HW
97
96
SITE 2
TRANSPORTATION FACILITY
EXISTING
15" RCP15" RCPS
18" RCP8
" HDP
E
SSMH 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 ROADWAY25 26 30
33
34
DI
10" CONC WW
18" CONC HW
CUL2
15" RCP
8" HDPE TOP=168.56'
INV IN=148.06'
INV OUT=147.93'
TOP=155.43'
TOP=162.81'
INV IN=147.66'
INV OUT=147.57'
INV IN=146.43'
INV OUT=146.31'8" HDPE8" HDPECUL1
CUL2 CUL3
CUL4
CE1
HW1
CUL5
CUL6 CUL7
CUL8
CE2
HW2
8" CONC WW
16" CONC HW
12" HDPE
INV=152.41'
INV=144.91'
8" CONC WW
16" CONC HW
8" CONC WW
8" CONC WW
48" RCP18" RCP
SSMH
SSMH
SSMH
2-5X8 BARRELS
24" CONC BLOCK
CB
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
KIRBY A WINSTEAD, ET UX
WALMART REAL ESTATE BUSINESS
EIP
BRIAN PULLEN
EIP EIP
ROY H. BONE, JR.
RONNIE P. BURNETTE, ET UX
EIP
EIP
EIP
LOUISE F. GOLDSTON FAMILY PARTNERSHIP, NO. 1
THE JAMES D. GOLDSTON, JR &
PROPERTIES, LLC
NASH MB
3MR LIMITED PARTNERSHIP
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/WPASTUREWOODS
1SFD
BST
1SFD2SFD
1SBKD
8" DIP2" PLASTICHH
24 FO
EXISTING R/W
JSR PARTNERS, INC.
J. MICHAEL EVANS
OHI ASSET (NC) NASHVILLE, LLC
RONNIE P. BURNETTE
JULIE H. OGBURNNAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
BUFFER DRAWING
LEGEND
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 5HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/10/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:45:33 AMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
SURVEYED BY OTHERS
F
F
F
F
C
C
C
F
C
C
F CF
F
F
F C C
F
C
F
F
C
C
F
C
C
C
CCC C
C
C
C
CCCF
F
C
C
C
C
F
F
C
FF
-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+97.83NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
SEE SHEET 5A
SEE SHEET 6A
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
15" RCP-IV
15" RCP-IV 15" RCP-IV
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
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
DI 15" RCP-IV CB
DI
15" RCP-IV
CB
CB
CB
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB
CB
15" RCP-IV
RCP-IV
15"
RCP-IV
15"
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
CB
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
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
SA-PERENNIAL
U-5996/ R-5720
SB-PERENNIAL
U-5996/ R-5720
WA
U-5996/ R-5720
SB-PERENNIAL
U-5996/ R-5720
SITE 2
SITE 3
EXISTING TRANSPORTATION FACILITY
TRANSPORTATION FACILITY
EXISTING
8
" HDP
E
SSMH
72" WD
2SFD
BST
CONC SW1SBKDWOODSWOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
GR
1SBKBUS
SR 1770 (EASTERN AVENUE) VARIABLE WIDTH PAVED ROADWAY
FOREST VIEW DR. 25 26
15" RCP
TOP=155.43'
TOP=162.81'
INV IN=147.66'
INV OUT=147.57'
INV IN=146.43'
INV OUT=146.31'8" HDPE8" HDPECUL1
CUL2 CUL3
CUL4
CE1
HW1
CUL5
CUL6 CUL7
CUL8
CE2
HW2
8" CONC WW
16" CONC HW
12" HDPE
INV=152.41'
INV=144.91'
8" CONC WW
16" CONC HW
8" CONC WW
8" CONC WW
SSMH
SSMH
2-5X8 BARRELS
T
T
ABANDON
SUDDENLINK2 ", PLASTIC, CITY OF ROCKYMOUNT
EIP
LOUISE F. GOLDSTON FAMILY PARTNERSHIP, NO. 1
THE JAMES D. GOLDSTON, JR &
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W 60.00'40
.00'20' SEWER EASEMENTJ. MICHAEL EVANS
NAD 83/ 2011
GRAPHIC SCALE
0 252512.5 50
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:13:58 PMTIME:NCDOT_permits_NOCON.tbl6AU-5026 /R-5720
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
SHEET __ OF __
BUFFER DRAWING
LEGEND
SURVEYED BY OTHERS
F
F
F
F
F
C C
F
C
F
F
C
F
F
F
-Y4- POT Sta. 10+00.00
-L- POT Sta. 40+66.32 =
-Y4- PT Sta. 12+17.12
-Y4- PC Sta. 10+35.19
-Y4- PT Sta. 11+50.92
-L- PRC Sta. 40+29.09
-L- PT Sta. 42+04.29
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
CB CB
2GI
15" RCP-IV
15" RCP-IV
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 6-1
SEE SHEET 2D-1
EST 40 CY EXCAVATION
EST 65 SY GEOTEXTILE
EST 60 TONS CLASS 'I' RIP RAP
CHANNEL IMPROVEMENTS
CULVERT UPSTREAM
CB
DI
15" RCP-IV
DETAIL 6-6
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
EACH END
W/ 1' SILL ON
BURIED 1'
10'X7' RCBC
DETAIL 6-5
SEE SHEET 2D-1
TOE PROTECTION
18" RCP-IV
97
98
SB-PERENNIAL
U-5996/ R-5720
WA
U-5996/ R-5720
SB-PERENNIAL
U-5996/ R-5720
SITE 3
EXISTING TRANSPORTATION FACILITY
TRANSPORTATION FACILITY
EXISTING
72" VYNYLCONCCONC1SFD1SFD1SFDB15" RCP15" RCPABAND1SFDWOODSVYNYL72" 15' SOIL20' SOILSR 1603 S.OLD CARRIAGE RD 24' PAVED ROADWAYCULTIVATED
FOR RENT, LLC, SERIES 7
AFFORDABLE PROPERTIES
JOSEPH CLINTON BELL, JR.EXISTING R/WEXISTING R/WEIPEIPEIP36" SPLITRAILDIT4" PLASTIC16" DILEININGER, ET UX
MATTHEW P.
SERIES 2
FOR RENT, LLC,
PROPERTIES
AFFORDABLE 58'20' WIDE PUBLIC SEWER EASEMENT5' WIDE DRAINAGE AND UTILITY EASEMENTBOYD M. TOLMAN, ET ALNAD 83/ 2011SHEET __ OF __
BUFFER DRAWINGLEGEND
INSET B
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+00.00SEE SHEET 13MATCHLINE -L- STA. 142+00.00,SEE SHEET 15MATCHLINE -L- STA. 155+00.00,HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:14:05 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
CC
C
C
C C
C
C
C
-L1- PC Sta. 11+39.57
-L1- POT Sta. 10+00.00
BARNHILL
CONTRACTING
COMPANYALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
60.00' RT
-L1- +85.00
EX. R/W
60.00' LT
-L1- +35.00 60.00' LT
-L1- +39.57
80.00' LT
-L1- +70.00
80.00' LT
-L1- +39.57
60.00' LT
75.00' LT
-L1- +65.00
EX. R/W
60.00' RT
-L1- +35.00
60.00' RT
-L1- +39.57
SEE SHEET 15A
166
168
36
3815" RCP15
" RCP
15" RCP15" RCPCB
DI
TOP=210.26'RAPRIPRAPRIP24" RCPFESCBDI
TOP=209.54'
RAP
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
EIP
NASH COMMUNITY COLLEGE
AUDREY LOCKE SHEARIN #2, LLC
PTM, L.P.
ANGELYN C. EZZELL
EIP EIPEXISTING R/W
EXISTING R/W
UTITLITY EASEMENT
5' DRAINAGE AND UTITLITY EASEMENT5' DRAINAGE AND EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/WEIP50.00'60.00'55.00'55.00'
EIP
EIP
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/W
20' UTILITY EASEMENT
EIP
EIP
75.00'EXISTING R/W
EIP
73
74
75
76 77 79 80
81
82
78
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
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 DI
FESDI12" RCP
CB
CB
CB
36" RCP
CB
CB
CB
18" RCP
15" RCP
DI
DI18" RCP
15" RCP
18" RCPDI
CB
CB15" RCPCB24" RCPDI15" RCP
INV.IN=206.27' (W)12" RCPCB15" RCP15" RCPCBDI15" 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
CURB
INLET42" RCPCURB
INLET
15" RCP
FES
RISER STRUCTURE
RISER STRUCTURE
FES
CB
6" HDPE
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
"
8
4" VYNYL84"
V
Y
N
Y
L
8 4 " 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
TTER
SR 1770 SUNSET AVE
36' PAVED ROADWAY
23' PAV
E
D
R
O
A
DW
A
Y
G
A
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
BMP 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 EASEMENTCULTIVATED FIELD
CULTIVATED FIELDDI
1SBK BUS
ENTERPRISES, INC.
BODDIE-NOELL8" DIPJOSEPH CLINTON BELL, JR.
BOYD M. TOLMAN, ET AL
73
NANETTE F. BARRINGER, ET AL
E ND NOT F OUNDDAVID L. KEETER, ET UX
78
JANICE KATHLEEN MCLAREN
76
IRREVOCABLE TRUST
MARY W. WILSON
JOHN F. WILSON AND
81
ET UX
ROBERT O. MORRIS, JR.,
F
F
F
F F
F
FF
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
CR
CRCR
CR CRCR
CR
-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 NAD 83/ 2011CB
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
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
15" RCP-IV
15" RCP-IV 15" RCP-IV
CB
OEP
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 15" 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
INTERMITTENT
SB
WW
SITE 5
FACILITY
TRANSPORTATION
EXISTING
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
O
N
C
C
O
N
C
C
O
N
CCO
N
C
30"
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
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GRAPHIC SCALE
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LEGEND
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SEE SHEET 49 FOR -Y11- PROFILE
SEE SHEET 49 FOR -Y10- PROFILE
SEE SHEET 45 FOR -RAB5- PROFILE
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ENGINEER ENGINEER
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INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:14:15 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
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-Y10- PT Sta. 13+64.16
-Y10- PC Sta. 11+87.05
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-L- PRC Sta. 164+63.81
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-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 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
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FOR PROPOSAL UNLESS OTHERWISE NOTED ON THE PLANS.
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ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:14:22 PMTIME:NCDOT_permits_NOCON.tbl15AU-5026 /R-5720
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
SHEET __ OF __
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LEGEND
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23' BST
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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
FESLT
LT
LT
LT
LT
LT
LT
LT LTLTLTLTLTTTTT 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
CCCT
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" PVC6" 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
NG
R/WEXISTING 48" CHL48" CHLSR 1770 SUNSET AVE
36' PAVED ROADWAY
EXISTING R/W
5' DRAINAGE AND
UTILITY EASEMENT
R/WEXISTING
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'
12" RCP
MONR/W 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' WW15' UTI
LI
TY EAS
EMENT20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' SANITARY SEWER EASEMENTEAS
EMENT20'
UTILITY I-95 SBLI-95 NBLUNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTUNKNOWN EASEMENT
UNKNOWN EASEMENTEASEMENTUNKNOWN EI
P
PARTNERSHIP
MICHEL REAL ESTATE TTEOI25 PR
10
0
P
R8
"
WILLIAMS GENERAL CONTRACTORS, LLC
3MR LIMITED PARTNERSHIP
BKT ENTERPRISES, L.P.
FHO PARTNERS, LLC
RAY MILES SYKES, ET UX
HARPER, JR.
CLIFTON PRICE
WILLIAM JEFFREY SYKES, ET UX NAD 83/ 2011SHEET __ OF __
BUFFER DRAWING
LEGEND
40'RLOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE6/2/99PENTABLE:FILE:\USER:NWOMACKDATE:8/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:08:19 PMTIME:NCDOT_permits_NOCON.tbl

HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
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

U-5026 / R-5720
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-
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-*INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
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"
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
CRCRCRCRC
RCRCRCRCR
CR
C
RCRCRCR
C
R CRCR
CR
CR
CR
CR
CR
CRCR
CRCRCRCR
CR
CR25303530354040454045-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-NAD 83/ 201140'RBARNHILL
CONTRACTING
COMPANY
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
C
H
O
RD
C H OR DSEE SHEET 16A SEE SHEET 16B
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
15" 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
CB
CB
HW
TRENCHLESS INSTALLATION 60" WELDED STEEL
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
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"
CB
DI
15" RCP-IV
24" RCP-IV
DI
DI
DI
DI
DI
DI
DI
15" RCP-IV
R
CP-I
V 15"
DI DI
15" RCP-IV 15" RCP-IV
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
CB
CB
CB
DI
CB
2GI-A
2GI-A
2GI-A
30" RCP-
I
VJB w/MH
EST 5 SY GF
EST 1 TONS
CLASS B RIP RAP
BDO
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
RCP-IV 15"
2GI
RCP-IV
15"
+81.6
BEG. SBG
+10.8
END SBG
15" RCP-IV
15" RCP-IV
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
CP-IV 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
18" CS
P
CB
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
WB
WB
WJ
PERENNIAL
SF-
INTERMIT
SD-
INTERMITTENT
SF-
INTERMITTENT
SF-
PERENNIAL
SF-
SITE 6
FACILITY
TRANSPORTATION
EXISTING
FACILITY
TRANSPORTATION
EXISTING
SITE 6
SITE 7
-L- STA. 198+15 LT
D10= 2.2 ft
V10= 2.6 fps
Q10= 65 cfs
D2= 1.9 ft
V2= 2.4 fps
Q2= 48 cfs
SLOPE= 0.44%
DA= 59.0 ac
STANDARD BASE DITCH DATA
BSTWOODS72" CHLSR 1770 SUNSET AVE 25' PAVED ROADWAY
3' PAVED SHOULDER CONCWOODSWOODSWOODS 48" WW 1-SBW48" WW 1-SBWPDEPDE R/W MONJLR REAL ESTATE, LLC
EXI
STI
NG R/WEIPEXISTING R/W
150' CP&L EASEMENT
;
;;20' UTILITY EASEMENT
20' UTILITY EASEMENT
139
12" DIP12" VCP12" DIP
12" VCP
12" VCP4" PVC (SERVICE)10" VCP
54" RCP
CURB INLET
CURB INLET
8"
C
MP
36" RCP
FESLT6" PLASTIC
6" PLASTIC
HH
24" DI
6" DI
8" DI
24" DI
60.00'
MTL
CONC
CONCCONC HWCONC HW4' WW4' WWUNKNOWN EASEMENTNAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:\USER:NWOMACKDATE:8/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:09:42 PMTIME:NCDOT_permits_NOCON.tbl16AU-5026 /R-5720
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
SHEET __ OF __
BUFFER DRAWING
LEGEND
F
F
F
F
F
F
F
C
C
C
F
F
CRCR
CRCR 3545-CD1- POT Sta. 32+47.77
-L- POT Sta. 189+80.08 =
-L2SB- POT Sta. 42+95.65
-L- POT Sta. 190+49.42 =
-RAB6- POC Sta. 14+07.73
-Y15- POT Sta. 19+41.79 =18515
-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
-LLPC- ST Sta. 10+00.00 =
-CD1- Sta. 32+05.59, 12' LT 40'RMITIGABLE IMPACTS ZONE 1
EXISTING TRANSPORTATION FACILITY LINE
MITIGABLE IMPACTS ZONE 2
CB
CB
HW
CB
CB
HW
TRENCHLESS INSTALLATION 60" WELDED STEEL
CB
CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
EST 62 SY GF
EST 33 TONS
EST 60 SY
CLASS I RIP RAP
54" RCP-IV
CB
EST 10 SY GF
EST 3 TONS
CLASS B RIP RAP
18"
R
C
P-I
V
DETAIL 16-1
SEE SHEET 2D-1
CHANNEL RELOCATION
2GI-A
30" RCP-IV15" RCP-IV
RCP-IV 15" w/MH
JB
54" RCP-IV
@ 5' SPACING = 86 SLOTS
12" W x 4" H BARRIER SLOT
2GI
RCP-IV 15" +81.6
BEG. SBG
EST 10 SY GF
EST 4 TONS
EST 9 SY
CLASS I RIP RAP
w/ELBOWS15" CSP
15"
R
C
P-I
V
DETAIL 16-5
SEE SHEET 2D-1
SPECIAL CUT DITCH
DETAIL 16-8SEE SHEET 2D-1W/ CLASS B RIP RAPSPECIAL CUT DITCH
EST 7 SY GF
EST 2 TONS
CLASS B RIP RAP
CB
146
INTERMITTENT
SF-
INTERMITTENT
SF-
SITE 6
FACILITY
TRANSPORTATION
EXISTING
WOODS
SR 1770 SUNSET AVE 25' PAVED ROADWAY
3' PAVED SHOULDERWOODSWOODS48" WW 1-SBW48" WW 1-SBW
R/W MONEXISTING R/WEXISTING R/W;;20' UTILITY EASEMENT
12" RCP
12" RCP
36" RCPFES6" PLASTIC
6" PLASTIC
6" DI
24" DI
12" RCP
3MR LIMITED PARTNERSHIP NAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:14:52 PMTIME:NCDOT_permits_NOCON.tbl16BU-5026 /R-5720
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
SHEET __ OF __
BUFFER DRAWING
LEGEND
C
F
C
F
F
F
F
CR
-CD2- POT Sta. 37+91.78
-L- POT Sta. 192+03.19 =
-RAB7- PC Sta. 12+80.52
-L- POC Sta. 197+43.15 =
12.00' RT.
-CD2- POT Sta. 38+04.00,
-LLPD- ST Sta. 10+00.00 =195-L- PC Sta. 194+53.21
-L- Sta. 195+72.57 =
-RAB7- Sta. 10+00.00 =
-RAB7- Sta. 15+34.07
Sta. 198+02.71
-L- PT
-L2NB- POT Sta. 43+02.34
-L- POT Sta. 191+33.84 =
MITIGABLE IMPACTS ZONE 1
EXISTING TRANSPORTATION FACILITY LINE
MITIGABLE IMPACTS ZONE 2
SITE 7-L- STA. 198+15 LT
D10= 2.2 ft
V10= 2.6 fps
Q10= 65 cfs
D2= 1.9 ft
V2= 2.4 fps
Q2= 48 cfs
SLOPE= 0.44%
DA= 59.0 ac
STANDARD BASE DITCH DATA
CB
CB
CB
CB
CB 18" RCP-IV 18" RCP-I
V
18" RCP-IV
15" RCP-IV
15" RCP-IV
(BURIED 1.0')
60" RCP-IV
DETAIL 16-2
SEE SHEET 2D-1
CHANNEL RELOCATION
EST 54 SY GF
EST 36 TONS
CLASS I RIP RAP
BANK STABILIZATION
JB w/MH
2GI
RCP-IV
15"+10.8
END SBG
DETAIL 16-11
SEE SHEET 2D-1
TOE PROTECTION
PERENNIAL
SF-
INTERMIT
SD-
FACILITY
TRANSPORTATION
EXISTING
SITE 6
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
METERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRSUNSET WEST, LLC
SUNSET WEST, LLC
WILLIAMS GENERAL CONTRACTORS, LLC
R/W MON EXISTING R/W
EXISTING R/W
EIP
EIP
VARIES150' CP&L EASEMENTCITY OF ROCKY MOUNT LIMITS
CI
TY OF ROCKY MOUNT LIMI
TSCI
TY OF ROCKY MOUNT LI
MI
TS;
;24" GUTTER24" GUTTERFENCE48" WD 24" GUTTER24" GUTTER24" GUTTERDECKSCONCCONCCONCCONCCONCMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRCONC48" 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
8" P
VC
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" RCPLTLTLTLTCTCTCTTCTCTCTC4" PVC
4" P
V
C
8" PVC8" PVC6" PVCPVC6"6" PVC6" PVCPVC6"6" PVCCONC
LIMITS
CITY OF ROCKY MOUNT (TYP)FOR HTR WATER TAP METERPWRMETERPWRMETERPWRMETERPWRI-95 SBL
I-95 NBL
MTL20' UTILITY EASEMENT18' PAVED ROADWAYWEST TOWER LANENAD 83/ 2011
GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
BUFFER DRAWING
LEGEND
SEE 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
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:15:01 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
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 152025202530253035253035-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
NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
SEE SHEET 22A
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
CP-IV
LATERAL BASE DITCH
DETAIL 22-4
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 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 22-3
SEE SHEET 2D-1
LATERAL BASE DITCH
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
WT
WB
WL
WT
WT
INTERMITTENT
SE-
SITE 13
EXISTING TRANSPORTATION FACILITY
-CD2- STA. 20+00 RT
D10= 2.9 ft
V10= 1.8 fps
Q10= 50 cfs
D2= 2.6 ft
V2= 1.7 fps
Q2= 36 cfs
SLOPE= 0.30%
DA= 69.5 ac
SPECIAL LAT. BASE DITCH DATA
SUNSHINE DRIVE 18' PAVED ROADWAYSSSSDECKCONCHTRHTRHTRDECKDECKDECKDECKDECKDECK24" GUTTER24" GUTTER24" GUTTER24" GUTTER48" WD FENCECONC18'CONC18'CONC10' CONC10' CONC30'METERPWRSUNSET WEST, LLC
EIP
CITY OF ROCKY MOUNT LIMITS
CITY OF ROCKY MOUNT LIMITSFENCE48" WD CONCCONCCONC8" PVCFES (DETACHED)LTCT6" PVCPVC6"METERPWRMETERPWRSHEET __ OF __
BUFFER DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:15:08 PMTIME:NCDOT_permits_NOCON.tbl22AU-5026/R-5720
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
GRAPHIC SCALE
0 252512.5 50
NAD 83/ 2011
LEGEND
FF
C
C
F
F 20ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
EXISTING TRANSPORTATION FACILITY LINE
TRENCHLESS INSTALLATION 48" WELDED STEEL EST 50 SY GF
EST 26 TONS
EST 49 SY
CLASS I 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
2GI
15" RCP-IV
SEE DETAIL 22-1
EST 19 SY GF
EST 14 TONS
CLASS 'I' RIP RAP
RIP RAP AT EMBANKMENT
DETAIL 22-6
SEE SHEET 2D-1
TOE PROTECTION
DETAIL 22-8
SEE SHEET 2D-1
FS
EST 6 SY GF
EST 2 TONS
EST 3 SY
CLASS I RIP RAP
68
WT
INTERMITTENT
SE-
SITE 13
EXISTING TRANSPORTATION FACILITY
-CD2- STA. 20+00 RT
D10= 2.9 ft
V10= 1.8 fps
Q10= 50 cfs
D2= 2.6 ft
V2= 1.7 fps
Q2= 36 cfs
SLOPE= 0.30%
DA= 69.5 ac
SPECIAL LAT. BASE DITCH DATA
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
BKT ENTERPRISES, L.P.
3MR LIMITED PARTNERSHIP
R/W MON
R/W MON
EXISTING R/W
EXISTING R/W VARIES;
DI
15" RCPFES 36" RCPFES
FES
DI24" RCPFES
2
4" RCP18" RCP
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
STAUFFER GLOVE SAFETY CO.
R/W MON
EXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIPEIP
;
;
;
DI
15" RCPOUTLET COVER
CONC. PIPE
DI
24" RCP
30" RCP
FES
DI
24" RCPFES FES24" RCPTCONCCONC
LOG CABIN HOMES, LTD
NAD 83/ 2011
GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
BUFFER DRAWING
LEGEND
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+00.00HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:15:15 PMTIME:NCDOT_permits_NOCON.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
U-5026 / R-5720
F
C
F
F
F F
F
C
C
C
C C C C
C C
FFF
F F
F
CC
C4045 50455055505560505560-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
NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
EXISTING TRANSPORTATION FACILITY LINE
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
IMPACTS IN SURFACE WATERDENOTES TEMPORARY
SEE SHEET 23A
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
DETAIL 23-2
SEE SHEET 2D-1
LATERAL BASE DITCH
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
SC
INTERMITTENT
SC-
PERENNIAL
SC-
WM/ WU
WQ
SITE 16
EXISTING TRANSPORTATION FACILITY
SITE 16
-CD2- STA. 46+20 RT
D10= 2.5 ft
V10= 1.9 fps
Q10= 54 cfs
D2= 2.2 ft
V2= 1.8 fps
Q2= 40 cfs
SLOPE= 0.40%
DA= 42.7 ac
LATERAL BASE DITCH DATA
FACILITY
EXISTING TRANSPORTATION
RAP
RIP
BRK BUS
S
72" CHL 3-SBW
72" CHL 3-SBW
BST
CONC
HOUSE
PUMP
FLAG POLE
CONC
WOODS
WOODS
EXISTING R/W
EXISTING R/W VARIES;
DI
15" RCPFES 36" RCPFES
FES
FES
LT
LT
24" C&G
CONC
BST
BST
;
DI
24" RCP
30" RCP
FES
DI
24" RCPFES 24" RCPTCONCCONC
NAD 83/ 2011
GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
BUFFER DRAWING
LEGEND HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION

REVISIONS PENTABLE:FILE:Barnhill_Contracting_Corp\Barnhill-Rocky_Mount_DB\6.0_CAD_BIM\6.2_WIP\Hydraulics\PERMITS_Environmental\Drawings\Buffers\U5026-R5720_HYD_PRM_BUF_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:15:24 PMTIME:NCDOT_permits_NOCON.tbl U-5026 / R-5720
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
C
F
F
F
C C C
F F C40455050 23A
EXISTING TRANSPORTATION FACILITY LINE
MITIGABLE IMPACTS ZONE 1
MITIGABLE IMPACTS ZONE 2
2GI 48" RCP-IVTRENCHLESS INSTALLATION 48" WELDED STEEL 18" RCP-IV HW
RETAIN
FILL WITH FLOWABLE FILL
2GI-A
2GI-A
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
INTERMITTENT
SC-
PERENNIAL
SC-
SITE 16
FACILITY
EXISTING TRANSPORTATION
ROAD CROSSING BRIDGEPARALLEL IMPACTZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)TOTAL (ft2)ZONE 1 (ft2)ZONE 2 (ft2)1 BANK AND SCOUR HOLE STABILIZATION14+50 -L- LT X 2534 645 31792 48" RCP-III, BANK STABILIZATION37+00 -L- LT X 9998 2549 125473 10'X7' RCBC40+84 -L- CL X13929 8093 220225 48" RCP-IV, OUTLET CHANNEL PROTECTION 155+11 -L- LT X 3886 2253 61396 ROADWAY FILL, BASE DITCH AND BANK STABILIZATION 183+14 - 197+33 -L- LTX78691 37698 1163897 ROADWAY FIIL197+00 -L- LTX1707 1232 293913 SPECIAL LATERAL BASE DITCH20+00 -CD2- RT X 4384 4721 910516 15" RCP-IV, 48" RCP-IV, LATERAL BASE DITCH 46+73 -CD2- RT, 43+00 -CD1- LT X17176 8395 25571TOTAL:20802 10168 30970 111503 55418 166921 0 0Rev. SEP 2016N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS NASH COUNTY SHEET OF PROJECT: TIP U-5026 8/4/2020IMPACTRIPARIAN BUFFER IMPACTS SUMMARYTYPESITE NO. STRUCTURE SIZE / TYPE STATION (FROM/TO)ALLOWABLE MITIGABLEBUFFER REPLACEMENTRev. May 2006
ZONE 1 (ft2)ZONE 2 (ft2)3 40+84 -L- CL3254 1879720+00 -CD2- RT 17813 20+00 -CD2- RT 1573 3454TOTAL:4827 5511N.C. DEPT. OF TRANSPORTATIONDIVISION OF HIGHWAYS NASH COUNTY SHEET OF PROJECT: TIP U-5026 8/4/2020WETLANDS IN BUFFER IMPACTS SUMMARYWETLANDS IN BUFFERSSITE NO. STATION (FROM/TO)Rev. Jan 2009