HomeMy WebLinkAbout20201086 Ver 1_D6i_U5026_R5720_HYD_PRM_WET_FULL_SET_08_21_2020_20200825CX3080192.09EL*5215
CX3079BL*5215
CX3030EL*5215
CX3029BL*5215
CONC CONC
CONC
CONCCONC
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 MONR/W MON
R/W MON
R/W MON
R/W MON
R/W MON
;;;;;;;;;;;;;;;
;
;
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;;;;;;;;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.=UNKNOWN
INV.=194.91'
INV.=194.96'
MONR/W
R/W MON
MTL
MTL
MTL
MTL
MTL
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
166.20166.16
168.48168.38168.39168.15168.48168.41
163.00162.98
162.74162.71162.68
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
163.88163.98 163.85163.96
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
147.32147.06
146.48
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
12359111.3312362
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
12459127.5912468127.5912469132.8712470133.4312471133.47
12472132.79
12473132.7012474132.7012475132.8612476127.57
12487126.5512489126.56
12490125.1112492125.10
12498122.0512500122.08
12503118.2812505118.14
12507116.6512509116.8712510116.88
12535114.0312536114.0312538114.47
12540108.4912542108.2912545107.8112547107.1812551107.71
12552107.67
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
13230181.4413232181.41
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
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
13378149.1013379149.11
13380149.4513381148.9913383149.44
13384149.1413385149.15
13389150.2313390149.5713391149.39
13393150.30
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
13475148.6413476148.9613477148.3913479148.92
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
13563151.3113564150.6713566151.0313567150.40
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
13644145.0313645145.4413646145.0013647144.6913648144.9013649144.70 13660143.9813662144.00 13663143.5013665143.45 13666142.6513668142.72 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
13776136.6413777136.6513778136.2613779136.6513780136.67
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 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 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" CMPINV.IN=138.77' (SE)INV.IN=138.77' (SE)8" CMP8" 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" CMP8" CMP
INV.=144.04'INV.=143.85'24" CMP
18" CMPINV.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
MTL
CABLE MTLMTLMTL
16' CONC ROADWAY
CABLE10' 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 SHOULDER
MTL
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\U5026_R5720_HYD_PRM_WET_TSH.dgnCMYERS8/18/2020NCDOT_pdf_color_eng_100.plt3:01:27 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 9
SITE 13
SITE 14
SITE 15
SITE 16 SITE 16
SITE 7
SITE 6
SITE 6
SITE 5
SITE 2
SITE 3
SITE 4
SITE 1
SITE 10
SITE 11
SITE 8
SITE 12
08/18/2020
WETLAND AND SURFACE WATER IMPACTS
U-5026 / R-5720
SITE 17
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 __
PERMIT DRAWING
CRCR
SHEET __ OF __
PERMIT DRAWING
( Not to Scale)
Geotextile
BANK & SCOUR HOLE STABILIZATION
Elevation
Natural Bed
STA. -L- 14+37 LT
Ground
Natural
Ground
Natural
DETAIL 4-1
1.5'
Flatter (TYP)
2:1 or
Length= 30 Ft.
(Variable)
Channel Bed
Existing Scour Hole
Type of Liner= CL 'I' Rip-Rap - Keyed-In
VARIESNOT TO SCALE 1:11:1COMPACTED
BACKFILL
AFLOW{FLOW
{
B
B
A
TB
TB
1'10'5' Min.
SECTION A-A
CHANNEL BLOCK
SECTION B-B
PLAN VIEW
CHANNEL
EXISTING
BACKFILL
BACKFILL
COMPACTED
BACKFILL
UNCOMPACTED
LENGTH
MIN.
#57 STONE
MIN 1.0' DEPTH
INVERT
CHANNEL
AS SPECIFIED IN PLANS
SHALL BE TREATED
NEW STREAMBANK BACKFILL
UNCOMPACTED
FINISH GRADE
1.5'
CLASS I
RIP-RAP,BACKFILL
COMPACTED
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
Flatter (TYP)
2:1 or
OUTLET PROTECTION
1.5'
(var)
Channel Bed
DETAIL 6-3
DETAIL 6-4
2:12:1D
( Not to Scale)
OUTLET CHANNEL PROTECTION
B
d
Ground
Natural
Ground
Natural
Geotextile
FROM -L- STA. 155+05 LT
B= 5 Ft.
Max. d= 4 Ft.
Min. D= 4 Ft.
DETAIL 15-1
( Not to Scale)
Geotextile
Elevation
Natural Bed
Ground
Natural
Ground
Natural
1.5'
(var)
Channel Bed
Type of Liner= CL 'I' Rip-Rap - Keyed-In
-CD2- STA. 46+20 RT
DETAIL 23-1
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -CD2- STA. 46+20 TO STA. 48+20 RT
DETAIL 23-2
b= 5 Ft.
B= 4 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
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\U5026_HYD_ DETAILS.dgnUSER:CMYERSDATE:8/18/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:03:58 PMTIME:NCDOT_TSH.tbl2D-1U-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
3:
1
b
( Not to Scale)
D3:13:1
BERM 'V' DITCH
FROM -LLPC- STA. 11+15 TO STA. 15+00 RT
DETAIL 16-4
b=5 Ft.
Min. D=1.5 Ft.
Ground
Natural
RDWY
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
FROM -CD1- STA. 26+50 TO STA. 26+20 LT
DETAIL 16-7
B= 2 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Flatter (TYP)
2:1 or
(var)
Channel Bed
Type of Liner= CL 'I' Rip-Rap - Keyed-In3:1FROM -CD2- STA. 19+85 TO STA. 20+00 RT
RIP RAP AT EMBANKMENT
DETAIL 22-1 LATERAL 'V' DITCH
( Not to Scale)
D
3:13:1
b
1"/Ft.
FROM -CD1- STA. 14+80 TO STA. 15+78 LT
b= 5 Ft.
Min. D= 1.0 Ft.
DETAIL 22-2
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -CD1- STA. 15+78 TO STA. 18+50 LT
DETAIL 22-3
b= 5 Ft.
B= 4 Ft.
Min. D= 3.5 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -CD1- STA. 18+50 TO STA. 20+50 LT
DETAIL 22-4
b= 5 Ft.
B= 2 Ft.
Min. D= 3.0 Ft.
Ground
Natural
Slope
Fill
( Not to Scale)
3:13:1D
B
FROM -CD1- STA. 20+50 TO STA. 25+00 LT
DETAIL 22-5
b= 5 Ft.
B= 2 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
FROM -CD2- STA. 18+50 TO STA. 20+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 22-6
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
3:13:1D
B
b
SPECIAL CUT BASE DITCH
1"/Ft.
FROM -LRPC- STA. 15+69 TO STA. 17+00 LT
DETAIL 16-9
b= 5 Ft.
B= 2 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Slope
Fill
Flatter6:1 or
D4:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y1- STA. 13+00 TO STA. 15+00 RT
DETAIL 4-2
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
Flatter6:1 or
D3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 110+50 TO STA. 113+13 LT
DETAIL 11-2
Min. D=1.5 Ft.
Ground
Natural Slope
Ditch
Front
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
EST 160 CY EXCAVATION
FROM -DRIVE1- STA. 11+05 TO STA. 18+50 RT
DETAIL 11-4
B= 3' Ft.
Min. D= 1.5' Ft.
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
EST 295 CY EXCAVATION
FROM -L- STA. 61+15 RT (TAIL DITCH 495 LF)
DETAIL 7-2
B= 4 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
4:14:
1
SPECIAL BACK OF CURB CUT DITCH
(NOT TO SCALE)
FROM -L- STA. 134+00 TO STA. 135+70 LT
DETAIL 13-1
GROUND
NATURAL
on banks only
Geotextile
Type of Liner= CL 'I' Rip-Rap - Keyed-In (on banks only)
FROM STA. -L- 40+00 TO STA. 43+30 LT
FROM STA. -L- 37+00 TO STA. 37+60 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 6-5
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
-L- STA. 40+50 LT
-L- STA. 37+63 LT
0'-12'0'-5'7'-10'
EXCAVATION THICKNESS = 2'
W/ GEOTEXTILE (TYP)
CLASS II RIP RAP
1' SILL
NG
NTS
EST 40 CY EXCAVATION
EST 65 SY GEOTEXTILE
EST 60 TONS CL II RIP RAP
CHANNEL DEPTH 2'-3'
BEEN COMPLETE AT TIME OF THIS REPORT.
SHOWN. FINAL WINGWALL DESIGN HAS NOT
*NOTE: APPROXIMATE WINGWALL HEIGHTS ARE
WINGWALL HEIGHT 4'-7'
HEIGHT 5'-10'
WINGWALL
SPECIAL DESIGN
-Y4- (3:1 NORMAL)
PROPOSED FILL FROM
-L- (3:1 NORMAL)
PROPOSED FILL FROM 2:1(MAX.)2:1(MAX.)
4'-9'4'-7'
1' SILL
NTS
2:1(MAX.)2:1(MAX.)
CHANNEL DEPTH 2'-4'
EXCAVATION
THICKNESS = 2'
W/ GEOTEXTILE (TYP)
CLASS II RIP RAP
NG
9'-10'
EST 30 CY EXCAVATION
EST 70 SY GEOTEXTILE
EST 65 TONS CLASS II RIP RAP
BACKFILL 1.0' MIN.)
RIP RAP AND
(FILL W/ CLASS I
CHANNEL BLOCK
AND CHANNEL BLOCK
PROPOSED CHANNEL
AND BACKFILL BETWEEN
PLACE CLASS I RIP RAP
CULVERT OUTLET DETAILCULVERT INLET DETAIL
DETAIL 6-1 DETAIL 6-2
-L- STA. 41+09 RT -L- STA. 40+65 LT
FROM -CD2- STA. 10+00 TO STA. 13+40 RT
FROM -L2NB- STA. 14+20 TO STA. 15+19 RT
FROM -CD1- STA. 11+00 TO STA. 12+20 LT
FROM -L2SB- STA. 14+70 TO STA. 16+40 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 21-1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
RIP RAP AT EMBANKMENT
Flatter3:1 or
D
3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -LRPC- STA. 14+70 TO STA. 17+00 RT
DETAIL 17-1
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-CD1- STA. 18+80 RT
DETAIL 21-2
C Proposed Ditch 3:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM -Y11- STA. 12+60 TO STA. 13+67 RT
DETAIL 15-2
B= 2.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
L=315 LF, SLOPE-0.16%
EST 135 CY EXCAVATION
FROM -L1- STA. 22+75 RT
DETAIL 14-1
B= 2' Ft.
Min. D= 1.5' Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL CUT DITCH
4:1D
FROM -L- STA. 79+90 TO -L- STA. 82+00 LT
Min. D=1.5 Ft.
DETAIL 9-1
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
SPECIAL CUT DITCH
4:1D
FROM -Y9- STA. 12+25 TO STA. 12+60 RT
Min. D= 1.0 Ft.
DETAIL 13-2
Ground
Natural
Flatter4:1 or
Slope
Fill
( Not to Scale)
SPECIAL CUT DITCH
3:1D
FROM -L- STA. 114+35 TO STA. 118+43 RT
Min. D= 1.0 Ft.
DETAIL 12-1
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL CUT DITCH
4:1D
FROM -L- STA. 117+50 TO STA. 118+75 LT
Min. D= 1.5 Ft.
DETAIL 12-2
Ground
Natural
Flatter5:1 or
Slope
Fill
( Not to Scale)
Geotextile
BANK STABILIZATION
Elevation
Natural Bed
Ground
Natural
Ground
Natural
DETAIL 16-3
Flatter (TYP)
2:1 or
(Variable)
Channel Bed
Existing Scour Hole
Type of Liner= CL I Rip-Rap - Keyed-In (ON BANKS ONLY)
1.5'
-L- STA. 198+05 LT
FROM STA. -L- 35+00 TO STA. 38+00 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 5-1
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
Flatter6:1 or
D6:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 91+50 TO STA. 95+30 LT
FROM -L- STA. 92+50 TO STA. 95+30 RT
FROM -L- STA. 89+29 TO STA. 91+07 LT
DETAIL 10-1
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
--L2NB-- STA. 59+53 RT
--L2NB-- STA. 53+40 LT
--L2NB-- STA. 53+48 RT
--L2NB-- STA. 51+90 RT
DETAIL 23-3
C Proposed Ditch
FROM STA. -L- 83+20 TO STA. 84+00 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 9-2
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
SPECIAL CUT DITCH
D
Min. D=1 Ft.
DETAIL 11-1
Ground
Natural
Flatter4:1 or
Slope
Fill
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)
-L2SB- STA. 32+36 LT
-L2NB- STA. 33+54 RT
-L2NB- STA. 29+75 RT
-L2NB- STA. 25+00 RT
DETAIL 22-8
C Proposed Ditch
FROM STA. -L- 157+80 TO STA. 159+44 RT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 15-3
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
( Not to Scale)
SPECIAL CUT DITCH
4:1D
FROM -L- STA. 162+80 TO STA. 163+80 LT
Min. D= 1 Ft.
DETAIL 15-4
Ground
Natural
Flatter4:1 or
Slope
Fill
FROM -L- STA. 38+00 TO STA. 40+00 RT
DETAIL 6-7
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
D B
4"
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 2.0'
D= 1.0'
5' BERM
SPECIAL CUT BASE BERM DITCH
Flatter3:1
or D
B
( Not to Scale)
Flatter3:1 or
SPECIAL CUT BASE DITCH
FROM -CD2- STA. 19+80 TO STA. 30+50 RT
DETAIL 22-7
B= 3.0 Ft.
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
Type of Liner= CLASS 'II' Rip-Rap
OF EXISTING CHANNEL
MIN. OF 1 FT BEYOND INVERT
EXTEND CHANNEL BLOCK
THE ENGINEER.
6) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING.
5) INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH
EXISTING STREAM CHANNEL.
4) BLOCK SHOULD EXTEND A MINIMUM OF 1 FT BEYOND THE LIMITS OF THE
OF THE EXISTING CHANNEL.
3) BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 1 FT BELOW THE INVERT
CHANNEL AND PROPOSED CHANNEL.
2) BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING
PROJECT SPECIFICATIONS.
1) CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE
NOTES:Flatter
3:1 or
Flatter3:1 or
DFlatter3:
1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL 16-5
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter6:1 or
DFlatter4:
1 or
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 57+85 TO STA. 61+20 LT
FROM -L- STA. 53+00 TO STA. 55+00 LT
FROM -L- STA. 55+50 TO STA. 57+50 RT
DETAIL 7-1
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
Flatter6:1 or
DFlatter4:1 or
( Not to Scale)
SPECIAL CUT DITCH
DETAIL 8-1
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
Min. D=3.0 Ft.
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL 8-3
Ground
Natural Slope
Ditch
Front
3:1
3:1FROM -L- STA. 74+50 TO STA. 77+15 LT
OF EXISTING CHANNEL
MIN. OF 1 FT BEYOND LIMITS
EXTEND CHANNEL BLOCK
Flatter3:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 89+30 TO STA. 95+30 LT
DETAIL 10-2
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 194+53 TO STA. 194+57 RT
Min. D= 1.5 Ft.
DETAIL 16-10
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
CHANNEL RELOCATION
FROM -L- STA. 185+40 TO STA. 189+50 LT
DETAIL 16-1
B= 5 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
B
3:13:1D
( Not to Scale)
CHANNEL RELOCATION
FROM -L- STA. 192+80 TO STA. 198+15 LT
DETAIL 16-2
B= 5 Ft.
Min. D= 2.5 Ft.
Ground
Natural
Ground
Natural
Flatter4:1 or
DFlatter3:1
or
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y5- STA. 10+71 TO STA. 12+39 LT
FROM -Y5- STA. 11+00 TO STA. 11+75 RT
FROM -L- STA. 47+80 TO STA. 52+10 LT
FROM -L- STA. 43+61 TO STA. 49+00 RT
FROM -L- STA. 45+50 TO STA. 46+77 LT
FROM -L- STA. 43+50 TO STA. 44+50 LT
DETAIL 6-6
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
FROM -Y7- STA. 10+00 TO STA. 12+50 RT
FROM -Y7- STA. 10+00 TO STA. 12+28 LT
FROM -L- STA. 108+85 TO STA. -L- 110+50 RT
FROM -L- STA. 105+50 TO STA. 110+50 LT
FROM -L- STA. 105+50 TO STA. 107+55 RT
( Not to Scale)
SPECIAL CUT DITCH
D
Min. D=1 Ft.
DETAIL 12-3
Ground
Natural
Flatter4:1 or
Slope
Fill
Flatter4:1 or
FROM -L- STA. 115+00 TO STA. 116+00 LT
Flatter4:1 or
D3:1( Not to Scale)
SPECIAL CUT DITCH
FROM -CD2- STA. 31+50 TO STA. 35+00 RT
FROM -CD1- STA. 26+50 TO STA. 29+00 LT
FROM -CD1- STA. 24+90 TO STA. 26+50 LT
DETAIL 16-6
Min. D= 1.5 Ft.
Ground
Natural Slope
Ditch
Front
FROM -CD1- STA. 33+75 TO STA. 34+86 LT
FROM -L- STA. 200+00 TO STA. 201+90 RT
FROM -LLPC- STA. 12+88 TO STA. 14+50 LT
FROM -LRPC- STA. 15+69 TO STA. 17+00 RT
3:1D Flatter3:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -CD1- STA. 34+86 TO STA. 36+00 LT
FROM -LRPC- STA. 20+50 TO STA. 22+86 LT
DETAIL 16-8
Max. d= 1.5 Ft.
Min. D= 1.5 Ft.
Type of Liner= CLASS B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL CUT DITCH
D
Min. D=1 Ft.
DETAIL 10-3
Ground
Natural
Flatter4:1 or
Slope
Fill
Flatter
3:1
or
FROM -L- STA. 89+43 TO STA. 91+85 RT
FROM -l- STA. 198+11 TO STA.198+37 LT
Fill Slope2:1 or Flatter
b= 5 Ft.
d= 1 Ft.
Type of Liner= CL 'B' Rip-Rap
b
DETAIL 16-11
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 62+80 TO STA. 64+25 RT
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
EST 295 CY EXCAVATION
FROM -L- STA. 75+80 RT (TAIL DITCH 525 LF)
DETAIL 8-2
B= 3 Ft.
Min. D= 2.0 Ft.
Ground
Natural
Ground
Natural
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Type of Liner= CL 'I' Rip-Rap - Keyed-In
DETAIL 8-4
BANK STABILIZATION
Ground
Natural
Flatter
2:1 or
Flatter
2:1 or
-L- STA. 75+80 RT
Channel Bed (var)
BARNHILL
CONTRACTING
COMPANY
SHEET __ OF __
PERMIT DRAWING
FLUME DETAIL
FLUME PLAN
SWALE
5"6"
5"4"
11"
5' MIN.
2' TRANSITION
CL
NOT TO SCALE
NOT TO SCALE
SECTION A
SECTION B
A
B
B
A
CC
SECTION C3:13:1
2'0.5'1.5'1.5'
NOTES
PROJECT.
SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE
5. THE COST AND INSTALLATION OF THE WELDED WIRE FABRIC
CONCRETE FOR STRUCTURES.
4. CONCRETE SHALL MEET SPECIFICATIONS FOR CLASS 4000
PROPOSED SWALE GRADING.
3. CONCRETE FLUME SHALL BE PLACED TO TIE TO
2. EXPANSION JOINT SHALL BE 3/4" THICK.
1. SEE PLANS FOR LOCATION OF CONCRETE FLUME.
CURB
CURBCURB
2" RADIUS
1" RADIUS
BEGINNING OF SWALE
END FLUME AT
FLUME
CURB
EXPANSION JOINT
1/4" TOOLED RADIUS
TOP OF CURB
SWALE
EXPANSION JOINT
4" THICKNESS
JOINTS 6".
OF AASHTO M55. LAP ALL
MEETING REQUIREMENTS
WIRE FABRIC. WIRE
6"x6" W2.1xW2.1 WELDED
4" THICKNESS
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\U5026_HYD_ DETAILS.dgnUSER:NWOMACKDATE:8/17/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:4:16:35 PMTIME:NCDOT_TSH.tbl2D-2U-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
NOT TO SCALE
MODIFIED CONCRETE FLUME DETAIL 15-5
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DD20'
DETAIL 23-4
C Proposed Ditch
60'
TOP EL=176.5
2' min.
--L2NB-- STA. 42+90 LT
BARNHILL
CONTRACTING
COMPANY
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
EIP
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/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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE I
NSET ASTA.
1
4
+0
0.
0
0MATCHLINE -Y1-
4SEE SHEET 41 FOR -Y1- PROFILE
SEE SHEET 24 FOR -L- PROFILE
MATCHLINE -L- STA. 24+00.00, SEE SHEET 5GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
PERMIT 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:26:49 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
F
F
FF
F
F
F F
F
FF
F
C
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. 19+63.14
-Y1-PT Sta. 19+15.23
-L- POT Sta. 10+00.00 -Y1SPUR-BARNHILL
CONTRACTING
COMPANY
NAD 83S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 4A
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
2
3
4
5
1
92
1
6
171
SZ-PERENNIAL
SITE 1
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
EIP
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/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
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE I
NSET ASTA.
1
4
+0
0.
0
0MATCHLINE -Y1-
4SEE SHEET 41 FOR -Y1- PROFILE
SEE SHEET 24 FOR -L- PROFILE
MATCHLINE -L- STA. 24+00.00, SEE SHEET 5GRAPHIC SCALE
0 252512.5 50
SHEET __ OF __
PERMIT 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:33:40 AMTIME:NCDOT_permits_CON.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
150155155155155155155
160160
160160160160160165165165165165
165
165165165
165165
165
165
165165165165165165165
165165165 165
165165165165165165165165165 165165165165
165
165165
165165 170170
170
170170170170170170
1701
7
0
170
170170170170
17017017017 0
170170170
17
5
1751
7
5
17
5
175175175175175175175175
F
F
FF
F
F
F F
F
FF
F
C
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. 19+63.14
-Y1-PT Sta. 19+15.23
-L- POT Sta. 10+00.00 -Y1SPUR-BARNHILL
CONTRACTING
COMPANY
NAD 83S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 4A
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
2
3
4
5
1
92
1
6
171
SZ-PERENNIAL
SITE 1
BST
CONC
WOODS
TOP=161.61'
15" RCP
DI
18" RCP
INV IN=157.06'
INV OUT=156.99'8" DIP15" RCP
CUL3 CUL4
CE2
HW2
SSMH
CONC MEDIAN
1-6X4 BARRELEXISTING R/WLEGEND
GRAPHIC SCALE
0 252512.5 50
NAD 83/ 2011SHEET __ OF __
PERMIT DRAWING
TS
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:26:57 AMTIME: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
F
F15SSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
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/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:27:09 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
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
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
SEE SHEET 5A
CB
CB
CB
CBCB
CB
CBCB
CB CB
CB
18" 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
CB24" RCP-I
VRCP-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
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/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:33:46 AMTIME:NCDOT_permits_CON.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
155160160
160160
165165165165165165165170170170170170170170
170170
170170170175
175175175175
175
1751 7 5
175175175175175175175175175
175175175175175175175175175175175175175
175175
175
175180180180180180180180
180180180FF
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
SITE 2
S S SURFACE WATER
DENOTES IMPACTS IN
SEE SHEET 5A
CB
CB
CB
CBCB
CB
CBCB
CB CB
CB
18" 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
CB24" RCP-I
VRCP-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
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
SSMH
CB
2 ", PLASTIC, CITY OF ROCKYMOUNT
EIP
OHI ASSET (NC) NASHVILLE, LLC
EXISTING R/W
EXISTING R/W EXISTING R/W
R/W VARIES
UTILITY EASEMENT 20' SEWER EASEMENTHH
J. MICHAEL EVANS
OHI ASSET (NC) NASHVILLE, LLC
LEGEND
SHEET __ OF __
PERMIT DRAWINGNAD 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/5/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:28:50 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
TS
SURVEYED BY OTHERS
F F
F
F
F
F C
C
F
-L- PC Sta. 38+49.78 -L- PRC Sta. 40+29.09
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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 6-2
SEE SHEET 2D-1
EST 30 CY EXCAVATION
EST 70 SY GEOTEXTILE
EST 65 TONS CL 'I' RIP RAP
CHANNEL IMPROVEMENTS
CULVERT DOWNSTREAMDETAIL 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
SA-PERENNIAL
U-5996/ R-5720
SITE 2
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/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:38:08 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
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
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
SEE SHEET 6A
SEE SHEET 5A
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
E
SITE 2 SITE 3
SITE 4
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/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:40:49 PMTIME:NCDOT_permits_CON.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
145145145
145
145145145
150150
150150150150150150150150155155155155155155155155155155155160160160160
16016016016016016
0
160165165165165
1651651651651
6
5
165
170170170170170170170170170170 170170
175175175175175175
175175175175175175180180180180180180185185185185185185SURVEYED 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
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
SEE SHEET 6A
SEE SHEET 5A
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
E
SITE 2 SITE 3
SITE 4
8
" HDP
E
SSMH
72" WD
2SFD
BST
CONCCONC SW1SBKD1SFDWOODSWOODS
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
BRIAN PULLEN
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:43:55 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
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
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
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
DETAIL 6-7
SEE SHEET 2D-1
BEHIND RETAINING WALL
CONCRETE DITCH
18" RCP-IV
11
97
98
SB-PERENNIAL
U-5996/ R-5720
WA
U-5996/ R-5720
SB-PERENNIAL
U-5996/ R-5720
E
SITE 3
SITE 4
PROFILE ALONG C OF CULVERTL
200'150'100'50'0 50'100'150'200'
140
150
160
170
1' SILL OFFSET 1' FROM INLET
BANK LEFT
TOP OF
BANK RIGHT
TOP OF
SLOPE= 0.446%
CL INV ELEV=143.75
EXISTING STREAM BED
BANK RIGHT
TOP OF
BANK LEFT
TOP OF
1' SILL OFFSET 1' FROM INLET
STREAM BED
PROPOSED CHANNEL
STREAM BED
PROPOSED CHANNEL
SHEET __ OF __
PERMIT DRAWING
(3.15:1 SKEWED)
3:1 NORMAL
(3.15:1 SKEWED)
3:1 NORMAL
SITE 3
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
5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
U-5026
REVISIONS PENTABLE:FILE:U5026_R5720_PRM_CSRUSER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:38:18 PMTIME:NCDOT_PFL_XSC.tblDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
oGPL=163.1
SKEW = 72
W/ 1' SILLS
1@ 10'X7' RCBC
CL STA 40+84 -L-
NWS ELEV = 145.1
WSEL = 150.9
PROPOSED 100 YR
WSEL = 150.5
PROPOSED 50 YR
WETLANDS
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508/23/99PROJ. REFERENCE NO.SHEET NO.0
PENTABLE:FILE:U5026_R5720_PRM_XPL_LUSER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:06:42 PMTIME:NCDOT_PFL_XSC.tbl150 150
160 160
170 170
140 14041+00.00
150 150
160 160
170 170
140 14041+50.00
150 150
160 160
170 170
140 140
42+00.00
160 160
170 170
150 15042+50.00
X-15U-5026/R-5720
-L-
5 10
SHEET __ OF __
PERMIT DRAWING
PERMIT SITE 4
U-5026
155.84
3:1
0.0250.0250.025 163.00163.00-L- EOT
156.62
3:1
0.0250.0250.025 163.48163.483:10.025
157.36
3:1
0.0250.0250.025 164.18164.184
.
2
:1
0.025
159.00
4
.4
:13.4:1
0.0250.025 0.0250.025 165.10165.10
NAD 83/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
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 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:CMYERSDATE:8/18/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:06:54 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
NAD 83/ 2011NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
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
S
TS
TS
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
BANK STABILIZATION
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
12" RCP
18" RCP
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
5' DRAINAGE & UTILITY EASEMENT
ROBERT A. GLOVER, ET UX
EIP
EIP
OLLIE A. BASS, JR.
OLLIE A. BASS, JR.
TOWN OF NASHVILLE
3MR LIMITED PARTNERSHIP
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'CAROLYN R. EGGERS
CAROLYN R. EGGERS
EIPEXISTING R/WEXISTING R/W60.00'
HTR
CEOIKALMAR RD.
VARIABLE WIDTH PAVED ROADWAYF
F
F
F
F
F
F
F
F
C
C
C
C
F
C
CF
FC
CF
F
C
F
F
C
C
F
-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-NAD 83/ 2011CB
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
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 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
EST 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB 15" R C P-IV
CB CB
CB CB
CB
15" RCP-IV CB
15" RCP-IV CB
15" RCP-IV
CB
R
CP-I
V
15" RCP-IV 15" RCP-IV 15" R
C
P-I
V
15"
RCP-IV 15" RCP-IV 15"
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
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-IV36" RCP-IVSITE 17
28
29
29
105
105
107
169
NAD 83/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
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 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:CMYERSDATE:8/18/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:08:28 PMTIME:NCDOT_permits_CON.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
NAD 83/ 2011NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
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
S
TS
TS
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
BANK STABILIZATION
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
12" RCP
18" RCP
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
5' DRAINAGE & UTILITY EASEMENT
ROBERT A. GLOVER, ET UX
EIP
EIP
OLLIE A. BASS, JR.
OLLIE A. BASS, JR.
TOWN OF NASHVILLE
3MR LIMITED PARTNERSHIP
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'CAROLYN R. EGGERS
CAROLYN R. EGGERS
EIPEXISTING R/WEXISTING R/W60.00'
HTR
CEOIKALMAR RD.
VARIABLE WIDTH PAVED ROADWAY190190195
195
1
9
5
195
1
9
5
195195195195
195 195195
195
195195
195195195
1951951951951
9
5 200200200200200
200200
200200200200 200
200 200200
200
200
200205
F
F
F
F
F
F
F
F
F
C
C
C
C
F
C
CF
FC
CF
F
C
F
F
C
C
F
-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-NAD 83/ 2011CB
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
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 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
EST 5 SY GF
EST 1 TON
CLASS B RIP RAP
CB
EST 7 SY GF
EST 2 TON
CLASS B RIP RAP
CB 15" R C P-IV
CB CB
CB CB
CB
15" RCP-IV CB
15" RCP-IV CB
15" RCP-IV
CB
R
CP-I
V
15" RCP-IV 15" RCP-IV 15" R
C
P-I
V
15"
RCP-IV 15" RCP-IV 15"
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
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-IV36" RCP-IVSITE 17
28
29
29
105
105
107
169
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
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
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MTL
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CONC
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S
GR
72" CHL
72" CHL
72" CHL
72" CHL
S
HOUSE
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GR
GR
CONC
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G
30"
C
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G
CONC
CONC
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BST
BST
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NC(CONC)
G
RG
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N
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CG
A
TE
I
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13 GAL U/G TANK(1) 8,7
4
9 GAL U/G TANK(1) 9,4
7
1 GAL U/G TANK(1) 9,6
8
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 EA
SEM
EN
T20' UTILITY EASEMENT
5' DRAINAGE
AND UTILITY EASEMENT20' DRAINAGEAND UTILITY EASEMENTPDE
PDE
PDE
SUNSETTER PROPERTIES, LLC
EDWIN KEITH BONE
SHERRY WILCZEWSKI
CLIFTON PRICE HARPER, JR.MB 25 PG 199AND UTILITY EASEMENT5'
DRAINAGEEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
83
84
85
86
87
83
83
84
85
86
NATHAN E. WICKSTROM, ET UX
87
LEONARD SULLIVAN
EIP
EIP
EIP
TO R/W
12.46' EIP
LIMITED PARTNERSHIP
CARRIAGE COURT APARTMENTS
EIP
EIP
EIP
EIP
EIP
EIP
EIP
E
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EXISTING R/W E
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EN
T LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCI
TY OF ROCKY MOUNT LI
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R
A
IN
AG
E A
N
D
U
T
IL
IT
Y
E
A
SEM
EN
T
W/LTW/LT
W
/LT
W/LT
48" SPLITRAIL
72" WD FENCE
8
" DI
P
8" DIP
8" DIP
8" PVC8" PVC
(
S
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RVI
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4"
P
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8" DIP
6" DIP
4" PVC (SERVICE)4" PVC (SERVICE)12" PVC
8" PVC8
" D
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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" RCP
CB
15" RCP
CB
18" RCP
D
I W
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CAP
D
I W
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DI
CB
18" RCP
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OW
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LT
LT
LT
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LT
LT
LT
LT
LT
L
T
TTT
T
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T
T
C
T
T
T
T
T
T
PER RECORDSREPEATER
A
BA
NDO
N
EDCABLE FEEDI
NG
THH
HH
6" PLASTIC
2" PLASTIC6" PLASTIC
6" PLAST
IC
HH
6" DI
6" DI
24" DI
2
4
" D
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DUCT BANK
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DU
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N
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N
D
N
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O
U
N
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8
4" VYNYLRCP42" 5' DRAINAGE ANDUTILITY EASEMENT
80.00'
SPLITRAIL
48" VYNYL
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18" RCP
18" RCPBOX INACCESSIBLE
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36' PAVED ROADWAY
3
0
" C&G18" RCP2
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72" CHL
POSTS
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JB
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WELL
MON
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24
' UTILITY UNKNOWN EASEMENTMONMONPAVED ROADWAY VARIESSR 1610 ARROW RD MTRLSLSLSLSC
TMTR200 PR2" PLASTIC12" DI
P200 PR400 PR100 PR25 PR
12 FO6" DIP
6" DIP
T
T
T
T
1SBLKBUS
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15" RCP
15" RCP
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BSTGRAVEL ROADWAY VARIESSR 1610 ARROW RD
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22' PAVED ROADWAY
SR 1828 DOZIER RD
S
LUCILLE D HERBERT HEIRS
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WGR10'
STEPHENS, ET AL
WILLIAM L.
SUNSETTER PROPERTIES, LLC
PROPERTIES, LLC
DAUGHTRIDGE
DAUGHTRIDGE PROPERTIES, LLC
ET UX
SOUTHERLAND,
JAMES B.
RAY MILES SYKES, ET UX
DAUGHTRIDGE PROPERTIES, LLC
OWNERS ASSOCIATION
THE VILLAGE IN WESTRY CROSSING
PROPERTIES, LLC
DAUGHTRIDGE NAD 83/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
TS
GRAPHIC SCALE
0 252512.5 50
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,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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:27:47 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
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
CRCRCRCR
CRCR
CRCRCR
CRCR
C
RCR
C
R
C
R
CR
C
R
CR
CR
CR-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 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 15A
CB
HW
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
CB48" RCP-IV48" 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
CB
RETAIN
RETAIN
RETAIN
RETAIN
RCP-IV 15"CB
CB
CB
DI
15" RCP-IV
RCP-IV24" 24" RCP-I
V 15"
R
C
P-IV 15" R
C
P
-IV
DI
CB
DI
DI
RCP-IV 15" CB
15" RCP-IV CB
DI
RCP-IV
15" CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
48" RCP-IV
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
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"
CB15" RCP-IV
OEP
OEP
OEP
GTD
RCP-IV
15"
RCP-IV
15"
RCP-IV 15"
RCP-IV 18"
RCP-IV 15"
R
C
P-IV 18"
R
C
P-IV 18"
RCP-IV 15"
RCP
-IV
18
"DETAIL 15-2
SEE SHEET 2D-1
SPECIAL LATERAL BASE DITCH
TO HW
GTD
OEP
GTD
DI
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
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
4849
50
51
52
134
135
136
137
138
139
140
167
134
172
173
174
172
173
174
49
48
WZINTERMITTENT
SB
SITE 5
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
T
31' BSTBST
24
'VYNYL84"
23' PAVED ROADWAY
BK BUS
CONC
CONC
BST
BST
GR
GR
48" WD/FENCE
S S
MTL
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PUMP
S
BILLBOARD
MTL
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1SFD
WOODS
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S
S
CONC
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24" C&G
2SF APARTMENT
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CONC
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MTL
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BST
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GR
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72" CHL
72" CHL
72" CHL
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PUMP
GR
GR
CONC
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30"
C
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G
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CONC
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CG
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TANKS
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9 GAL U/G TANK(1) 7,8
13 GAL U/G TANK(1) 8,7
4
9 GAL U/G TANK(1) 9,4
7
1 GAL U/G TANK(1) 9,6
8
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 EA
SEM
EN
T20' UTILITY EASEMENT
5' DRAINAGE
AND UTILITY EASEMENT20' DRAINAGEAND UTILITY EASEMENTPDE
PDE
PDE
SUNSETTER PROPERTIES, LLC
EDWIN KEITH BONE
SHERRY WILCZEWSKI
CLIFTON PRICE HARPER, JR.MB 25 PG 199AND UTILITY EASEMENT5'
DRAINAGEEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/W
EXISTING R/W
EIP
EIP
EIP
EIP
83
84
85
86
87
83
83
84
85
86
NATHAN E. WICKSTROM, ET UX
87
LEONARD SULLIVAN
EIP
EIP
EIP
TO R/W
12.46' EIP
LIMITED PARTNERSHIP
CARRIAGE COURT APARTMENTS
EIP
EIP
EIP
EIP
EIP
EIP
EIP
E
IP
EIP
EXISTING R/W E
XISTIN
G R/WEXISTING R/WEXISTING R/WEIPE
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PEI
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TI
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EN
T LIMITSCITY OF ROCKY MOUNTCITY OF ROCKY MOUNT LIMITSCI
TY OF ROCKY MOUNT LI
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AG
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D
U
T
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A
SEM
EN
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W/LTW/LT
W
/LT
W/LT
48" SPLITRAIL
72" WD FENCE
8
" DI
P
8" DIP
8" DIP
8" PVC8" PVC
(
S
E
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4"
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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" RCP
CB
15" RCP
CB
18" RCP
D
I W
/CONC
CAP
D
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/CONC
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CB
DI
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18" RCP
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CURB INLET 24" RCP24" RCP24" RCP
24" RCP 24" RCP24" RCPCURB INLET
CB
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CB
18" RCPDI
(SERVIC E)
4 " PVC
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N
K
N
OW
N
LT
LT
LT
LT
LT
LT
LT
LT
LT
L
T
TTT
T
T
T
T
C
T
T
T
T
T
T
PER RECORDSREPEATER
A
BA
NDO
N
EDCABLE FEEDI
NG
THH
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
DU
CT BA
N
K6" DI6" DIE
N
D
N
OT F
O
U
N
D
8
4" VYNYLRCP42" 5' DRAINAGE ANDUTILITY EASEMENT
80.00'
SPLITRAIL
48" VYNYL
ROADWAY23' PAVED 24" RCP
18" RCP
18" RCPBOX INACCESSIBLE
BOX INACCESSIBLE 24" RCPSR 1770 SUNSET AVE
36' PAVED ROADWAY
3
0
" C&G18" RCP2
4"
R
C
P
72" CHL
72" CHL
POSTS
GUARD 3-SBW72" CHL30" C&GCANOPY
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STSM
TL LIMITSROCKY MOUNT CITY OF 36' PA
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R
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D
W
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SET
A
V
EN
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EUTILITY EASEMENT15' DRAINAGE AND 60.00'(3) 30" RCP RETENTION PIPES
JB
JB
JB
S
STUBOUT
IS
LANDGAS
P
UMP
CONC HW
WELL
MON
ITOR
ING
EASEMENT
DRAINAGE AND
24
' UTILITY UNKNOWN EASEMENTMONMONPAVED ROADWAY VARIESSR 1610 ARROW RD MTRLSLSLSLSC
TMTR200 PR2" PLASTIC12" DI
P200 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
LUCILLE D HERBERT HEIRS
EXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WGR10'
STEPHENS, ET AL
WILLIAM L.
SUNSETTER PROPERTIES, LLC
PROPERTIES, LLC
DAUGHTRIDGE
DAUGHTRIDGE PROPERTIES, LLC
ET UX
SOUTHERLAND,
JAMES B.
RAY MILES SYKES, ET UX
DAUGHTRIDGE PROPERTIES, LLC
OWNERS ASSOCIATION
THE VILLAGE IN WESTRY CROSSING
PROPERTIES, LLC
DAUGHTRIDGE NAD 83/ 2011SHEET __ OF __
PERMIT DRAWING
LEGEND
TS
GRAPHIC SCALE
0 252512.5 50
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,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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:33:54 AMTIME:NCDOT_permits_CON.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
195
2002002002002002
0
0200200200200
200
2
0
0
200
2
0
0
2
0
0
200200200200200
200
200200
205
2052 0 5 205205205205205205205205205205
205205205205205205
205
205
205205205205205205205 205205205205205
205205
205205
205
205
210210210210210210210210210210210 210210
210 210210
210
210210
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
CRCRCRCR
CRCR
CRCRCR
CRCR
C
RCR
C
R
C
R
CR
C
R
CR
CR
CR-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 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE SHEET 15A
CB
HW
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
CB48" RCP-IV48" 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
CB
RETAIN
RETAIN
RETAIN
RETAIN
RCP-IV 15"CB
CB
CB
DI
15" RCP-IV
RCP-IV24" 24" RCP-I
V 15"
R
C
P-IV 15" R
C
P
-IV
DI
CB
DI
DI
RCP-IV 15" CB
15" RCP-IV CB
DI
RCP-IV
15" CB
15" RCP-IV
15" RCP-IV
15" RCP-IV
CB
CB
48" RCP-IV
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
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"
CB15" RCP-IV
OEP
OEP
OEP
GTD
RCP-IV
15"
RCP-IV
15"
RCP-IV 15"
RCP-IV 18"
RCP-IV 15"
R
C
P-IV 18"
R
C
P-IV 18"
RCP-IV 15"
RCP
-IV
18
"DETAIL 15-2
SEE SHEET 2D-1
SPECIAL LATERAL BASE DITCH
TO HW
GTD
OEP
GTD
DI
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
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
4849
50
51
52
134
135
136
137
138
139
140
167
134
172
173
174
172
173
174
49
48
WZINTERMITTENT
SB
SITE 5
30" C&G
CONC CONC
30" C&G
30" C&G
23
' BST
CULTIVATED
B DECK DECK
BK BUS
CONC
CONC
BST
S
72" CHL
72" CHL
72" CHL
5' NON-ACCESS, DRAINAGEAND UTILITY EASEMENT
5' DRAINAGE ANDUTILITY EASEMENTDRAINAGE AND UTILITYEASEMENT, DETENTION AREAPDE
5' DRAINAGE
AND UTILITY EASEMENT20'
DRAINAGEAND UTILITY EASEMENT20' UTILITY EASEMENT
EIP
EIP
EIP
EIPEIP
LIMITSCITY OF ROCKY MOUNT48" SPLITRAIL
CB18" RCP15" RCP
CB
15" RCP CB
30" RCP
30" RCP
DI
15" RCP
LT
6" PLASTIC
DUCT BANK
6" DIP
SR 1770 SUNSET AVE
36' PAVED ROADWAY
5' DRAINAGE ANDUTILITY EASEMENT
CONC HW
SUNSETTER PROPERTIES, LLC
SHEET __ OF __
PERMIT DRAWING
LEGEND
TS
GRAPHIC SCALE
0 252512.5 50
NAD 83/ 2011HYDRAULICSROADWAY 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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:27:55 AMTIME: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
F
F
F
F
FF
-L- PRC Sta. 152+48.19 -L- PRC Sta. 155+51.92
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CB
CB
CB
CB
CB
CB48" RCP-IV48" RCP-IV15" RCP-IV
CB
15" RCP-IV 15" RCP-IV
RCP-IV
18"
RCP-IV
18"
48" RCP-IV
DETAIL 15-1SEE SHEET 2D-1EST 52 SY GEOTEXTILEEST 40 TONSCLASS II RIP RAPOUTLET CHANNEL PROTECTION
DETAIL 15-1
SEE SHEET 2D-1
EST 52 SY GEOTEXTILE
EST 40 TONS
CLASS II RIP RAP
OUTLET CHANNEL PROTECTION
CB15" RCP-IV
15" RCP-IV
15" RCP-IV
134
INTERMITTENTSB
SITE 5
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'
P
AVED 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'RAMPWDDECKCONCDECKDECKDECKDECKDECKDECKDECKCONCSHTRHTRHTRHTRHTRBKCONC18'CONC18'CONC18'CONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTER24" GUTTERCONC18'CONC26'BKGAZEBODECKDECKRAINBOW LANE 18' PAVED ROADWAYHTRHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL
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
METERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWR3
0' ACCES
S EASEMENT3
0' ACCES
S 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
ANGELYN EZZELL
TRESSELL HOMES, LLC
JLR REAL ESTATE, LLC
JONATHAN KURIEN
HICKORY PROPERTY, INC.
JEFFREY SYKES, ET UX
MCKENNY DIXON, JR.
JOHN A. DEW
DORNGOOD PROPERTIES, LLC
R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPEIP
EIP
EIP
EIP
CONTRACTORS, LLC
WILLIAMS GENERAL
EXISTING R/W
EXISTING R/W
60.00'PROPERTIES, LLC
MOMEYER
EIP
EIP
EIP
EIP
CONTRACTORS, LLC
WILLIAMS GENERAL
EIP
EXISTING R/W
EXISTING R/W
60.00'R/WE
XISTIN
G
R/W MON
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/
W
EIP
PARTNERSHIP
MICHEL REAL ESTATE
EIP EIPEIPEIPEIPJLR REAL ESTATE, LLCEXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/WEI
PEIPEIPEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W VARIESVARIES150' CP&L EASEMENT
150' CP&L EASEMENT150'
CP&L EASEMENT150' CP&L EASEMENT150' CP&L EASEMENTCIT
Y
O
F
R
O
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K
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;;;;20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
20' UTILITY EASEMENT
BST
22'
GR
GR
BARBARA ANN RICHARDSON
24' BST
GATE
12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20'
BST40' BST40' 72" CHL24" C&GGRGRFALLOWCONTRACTORS, LLC
WILLIAMS GENERAL 15" RCP22
127
128
139
240
21
W/LTW/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" 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
15" 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
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FESLT
LT
LT
LT
LT
LT
LT
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T
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HH
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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
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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 __
PERMIT 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:11:46:54 AMTIME: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
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F
F
F
F
F
F
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F C F
F
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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
C
H
O
RD
C H OR DS S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
***
***
*
E E IN WETLAND
DENOTES EXCAVATION SEE SHEET 16B
SEE SHEET 16A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
SITE 6
SITE 7
SITE 15
-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
-CD1- STA. 15+78 TO STA. 25+00 LT
D10= 3.4 ft
V10= 1.8 fps
Q10= 88 cfs
D2= 3.2 ft
V2= 1.7 fps
Q2= 74 cfs
SLOPE= 0.13%
DA= 32.0 ac
SPECIAL CUT BASE DITCH DATA
FINAL DESIGN.
4B/4C AND MAY CHANGE WITH
DESIGN CONCEPT USED FOR
SITE 7 IS PRELIMINARY DESIGN.
NOTE:
SITE 8
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'
P
AVED 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'RAMPWDDECKCONCDECKDECKDECKDECKDECKDECKDECKCONCSHTRHTRHTRHTRHTRBKCONC18'CONC18'CONC18'CONC18'CONC18'CONC26'HEDGE ROWE. TOWER LANE 20' PAVED ROADWAY24" GUTTER24" GUTTERCONC18'CONC26'BKGAZEBODECKDECKRAINBOW LANE 18' PAVED ROADWAYHTRHTRHTRCONCCONCCONCFALLOWWOODSWOODSWOODSWOODSWOODSWOODSWOODSBILLBOARDMTL
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
METERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWRMETERPWR3
0' ACCES
S EASEMENT3
0' ACCES
S 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
ANGELYN EZZELL
TRESSELL HOMES, LLC
JLR REAL ESTATE, LLC
JONATHAN KURIEN
HICKORY PROPERTY, INC.
JEFFREY SYKES, ET UX
MCKENNY DIXON, JR.
JOHN A. DEW
DORNGOOD PROPERTIES, LLC
R/W MONR/W MONR/W MONR/W MONR/W MONEXISTING R/WEXISTING R/WEIPEIP
EIP
EIP
EIP
CONTRACTORS, LLC
WILLIAMS GENERAL
EXISTING R/W
EXISTING R/W
60.00'PROPERTIES, LLC
MOMEYER
EIP
EIP
EIP
EIP
CONTRACTORS, LLC
WILLIAMS GENERAL
EIP
EXISTING R/W
EXISTING R/W
60.00'R/WE
XISTIN
G
R/W MON
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXI
STI
NG R/
W
EIP
PARTNERSHIP
MICHEL REAL ESTATE
EIP EIPEIPEIPEIPJLR REAL ESTATE, LLCEXISTING R/WEXISTING R/WEXI
STI
NG R/WEXI
STI
NG R/WEI
PEIPEIPEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EXISTING R/W VARIESVARIES150' 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
BARBARA ANN RICHARDSON
24' BST
GATE
12' GR18' GR18' GR15' GRCHL48" 72" WD FENCEGR20'
BST40' BST40' 72" CHL24" C&GGRGRFALLOWCONTRACTORS, LLC
WILLIAMS GENERAL 15" RCP22
127
128
139
240
21
W/LTW/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" 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
15" 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
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 __
PERMIT 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:11:54:01 AMTIME:NCDOT_permits_CON.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"16016016016016
5
165
1
6
5165165 165165165165165165165
1651651651651701
7
0
170170
170170170
170
170
170170170170170170170
170
170
170170170170170170170
17017
0
170170170
170170170
170170170170170170170170170170170170170170
170170170170
170170170170170170
170170170
170170170
170
170
170
170 170170
170
170 170 175175175175175175175175175
1751751751751
7
5175175175175175175175175175
175175175175175175
175
175175
175175175175175
175
175
175
175
175175175
175175175175175175175175175175175175175175175175
175
175
175
175
175 175175175175175175175175
1751
7
5
1
7
5175175
175
175175175175
175 175175175
17
5175 175175175
1751751751 7 5
175
175
1
7
5
175
175
175
175
175
175
175
180
180
180180180 180180180180180180180180180
180180180
180
180
18018018018018018018018018018018018018018018018018
0
180180180180180180180 180180180180
180
180
180
180
180
180180180180180
180 180180180180
180
185185185185185185185185185185185185
185
185
185
185
185
185
185
185185
18518518518518518518518518
5
185
18 5
185185185185185185185185185185
185
185
185
185185185
185
185190190190190
190190190190190 190
1
9
0
1
9
0 190190190190190190190190
190
190
190 190190190190190
190
190
190
190
195195195195195195195195195195195195195195195 195195
195195195195
195
195
195195
195
200
200200
200205205205
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
C
H
O
RD
C H OR DS S SURFACE WATER
DENOTES IMPACTS IN
CLEARING
DENOTES MECHANIZED*
***
***
*
E E IN WETLAND
DENOTES EXCAVATION SEE SHEET 16B
SEE SHEET 16A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
SITE 6
SITE 7
SITE 15
-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
-CD1- STA. 15+78 TO STA. 25+00 LT
D10= 3.4 ft
V10= 1.8 fps
Q10= 88 cfs
D2= 3.2 ft
V2= 1.7 fps
Q2= 74 cfs
SLOPE= 0.13%
DA= 32.0 ac
SPECIAL CUT BASE DITCH DATA
FINAL DESIGN.
4B/4C AND MAY CHANGE WITH
DESIGN CONCEPT USED FOR
SITE 7 IS PRELIMINARY DESIGN.
NOTE:
SITE 8
BSTWOODS72" CHLSR 1770 SUNSET AVE 25' PAVED ROADWAY
3' PAVED SHOULDERWOODS WOODSWOODS 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'
MTLCONC HWCONC HW4' WW4' WWUNKNOWN EASEMENTSHEET __ OF __
PERMIT DRAWING
LEGEND
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:\USER:NWOMACKDATE:8/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:06:13 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
-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
F
F
F
F
F
F
F
C
C
F
F
CRCR
CRCR 35-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'RS S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CB
CB
HW
CB
CB
HW
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
(BURIED 1.0')
60" RCP-IV
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
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
NAD 83/ 2011GRAPHIC SCALE
0 252512.5 50
TS
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/4/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:48:03 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
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 =NAD 83/ 2011S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CB
CB
CB
CB
CB 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
151
PERENNIAL
SF-
INTERMIT
SD-
SITE 6
SITE 7
-L- STA. 198+15 LT SITE 8
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
HOUSE
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'
P
AVED ROADWAYBS
T2
3'
2
4
" GUTTERBS
TSUNSHINE DRIVE 32' PAVED ROADWAYSS
CONC DECKGR
GR
14
' PDE
PDE
ANGELYN EZZELL
J.W. HOUSE, ET UX
STONY CREEK CEMETERY ASSOCIATION
MARK S. BASS
DB 2439 PG 456
24' ACCESS EASEMENT
109
110
114
EIP
EIP
R/W MON R/W MON
EXISTING
R/W
EI
PEIP
R/W MON
R/W MON
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WHITLEY, ET UX
NORMAN O.
WHITLEY, ET UX
NORMAN O.
ANGELYN EZZELL
;;2
0' UT
IL
ITY
EASEMEN
T
20
' UTILITY
EASEMENT
SOIL
20'
BST
16' GR
14'
CHL
48"
CONC
18'
CONC
16'
W
/LT
W/LT
W/LT CO
N
C
15
" 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" RCPLT
LT
LT
LT
TTT
T
C
HH
6" PLASTIC
6" PLAST
IC
T SIZE UNKNOWN24" DI
8" PVC
8
"
P
VC2
4
" D
I24" DI
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK
EXISTING R/W48" CHLR/W MON
60.00'RCP
15"
WALTER L. WILLIAMS
3MR LIMITED PARTNERSHIP
JAMES S. LIVERMON, III, ET UX
DORIS HINTON COOLEY, ET AL
114
RUBY B. COOLEY HEIRS
MOMEYER PROPERTIES, LLC
109
DEBBIE J. JONES
DANIEL, ET UX
ALTON E. NAD 83/ 2011LEGEND
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0 252512.5 50
17
SEE SHEET 35 & 36 FOR -L- PROFILESEE SHEET 16MATCHLINE -L- STA. 199+00,SEE SHEET 18MATCHLINE -L- STA. 211+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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:28:28 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
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
R
CR-RAB7
- PC
S
ta
. 12+80
.52-L
- POC
S
ta
. 197+43
.15
=200205210-L- PC Sta. 206+21.34 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
CB
CB
CB
CB
CB
DI
CB
DI
CB
DI
CB
CB
15" RCP-IV
15" RCP-IV
EST 5 SY GF
EST 1 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" RCP
-IVRCP-IV 15" 15" RCP-IV
18" RCP-IV
DIDIRCP-IV 15" DI
DI
DIW/ELBOWS18" CSPDI DI 15" RCP-IV
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"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
CB
15" RCP-IV
RCP-IV 18" 18" RCP-IV 15" RCP-IV
(NON-EROSIVE)
V10=1.2 fps
Q10=5.4 cfs
70
71
72
73
74
76
75
152
153
154
155
156
157
151
72
73 76
77
77
PERENNIAL
SF-
WBA
SITE 8
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
HOUSE
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'
P
AVED ROADWAYBS
T2
3'
2
4
" GUTTERBS
TSUNSHINE DRIVE 32' PAVED ROADWAYSS
CONC DECKGR
GR
14
' PDE
PDE
ANGELYN EZZELL
J.W. HOUSE, ET UX
STONY CREEK CEMETERY ASSOCIATION
MARK S. BASS
DB 2439 PG 456
24' ACCESS EASEMENT
109
110
114
EIP
EIP
R/W MON R/W MON
EXISTING
R/W
EI
PEIP
R/W MON
R/W MON
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EIP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
WHITLEY, ET UX
NORMAN O.
WHITLEY, ET UX
NORMAN O.
ANGELYN EZZELL
;;2
0' UT
IL
ITY
EASEMEN
T
20
' UTILITY
EASEMENT
SOIL
20'
BST
16' GR
14'
CHL
48"
CONC
18'
CONC
16'
W
/LT
W/LT
W/LT CO
N
C
15
" 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" RCPLT
LT
LT
LT
TTT
T
C
HH
6" PLASTIC
6" PLAST
IC
T SIZE UNKNOWN24" DI
8" PVC
8
"
P
VC2
4
" D
I24" DI
DUCT BANK DUCT BANK
DUCT BANK
DUCT BANK
EXISTING R/W48" CHLR/W MON
60.00'RCP
15"
WALTER L. WILLIAMS
3MR LIMITED PARTNERSHIP
JAMES S. LIVERMON, III, ET UX
DORIS HINTON COOLEY, ET AL
114
RUBY B. COOLEY HEIRS
MOMEYER PROPERTIES, LLC
109
DEBBIE J. JONES
DANIEL, ET UX
ALTON E. NAD 83/ 2011LEGEND
SHEET __ OF __
PERMIT DRAWING
GRAPHIC SCALE
0 252512.5 50
17
SEE SHEET 35 & 36 FOR -L- PROFILESEE SHEET 16MATCHLINE -L- STA. 199+00,SEE SHEET 18MATCHLINE -L- STA. 211+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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:34:07 AMTIME:NCDOT_permits_CON.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
150150150150
155155155155155
155
155
155
155155155155160160160
160160
160160160160160160160160
160
160160160160160160160160160160160
160
160160
160160
160160165165165165
165
165
165165165165165165
165165
165170170170
170
170170175175
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
R
CR-RAB7
- PC
S
ta
. 12+80
.52-L
- POC
S
ta
. 197+43
.15
=200205210-L- PC Sta. 206+21.34 NAD 83/ 2011BARNHILL
CONTRACTING
COMPANY
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
CB
CB
CB
CB
CB
DI
CB
DI
CB
DI
CB
CB
15" RCP-IV
15" RCP-IV
EST 5 SY GF
EST 1 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" RCP
-IVRCP-IV 15" 15" RCP-IV
18" RCP-IV
DIDIRCP-IV 15" DI
DI
DIW/ELBOWS18" CSPDI DI 15" RCP-IV
RCP-IV
15"
RCP-IV
15"
RCP-IV
15"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
CB
15" RCP-IV
RCP-IV 18" 18" RCP-IV 15" RCP-IV
(NON-EROSIVE)
V10=1.2 fps
Q10=5.4 cfs
70
71
72
73
74
76
75
152
153
154
155
156
157
151
72
73 76
77
77
PERENNIAL
SF-
WBA
SITE 8
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 CAROLINA COASTAL RAILWAY,
INC.
MIDATLANTIC WAREHOUSE & STORAGE, LLC
MIDATLANTIC WAREHOUSE & STORAGE, LLC TITAN CAROLINA CONCRETE, LLC
WILLIAMS GENERAL CONTRACTORS, LLC
R/W MON
R/W MON
R/W MON
R/W MONR/W MON
EIP
WILLIAMS GENERAL CONTRACTORS, LLC
EXISTING R/W
EXISTING R/W
EIP EIP EIP
EIP
CLIFTON PRICE HARPER, JR.CAROLINA COASTAL RAILWAY,
INC.
CITY 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
SUNSET WEST, LLC
MICHAEL J. DAVIS, ET UX NAD 83/ 2011
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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-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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:28:38 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
F
F
F F F F
F
F
F
F
F
F 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
NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
HC HC
CLEARING
DENOTES HAND
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
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=1.9 fps
Q10=41.0 cfs
51
62
62
63
65
66 67
68
WI
WN
WP
WK
WO
WT
WL
SITE 10
SITE 9
SITE 11 SITE 12
(NON-EROSIVE)
V10= 1.9 fps
Q10= 41.0 cfs
SITE 14
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 CAROLINA COASTAL RAILWAY,
INC.
MIDATLANTIC WAREHOUSE & STORAGE, LLC
MIDATLANTIC WAREHOUSE & STORAGE, LLC TITAN CAROLINA CONCRETE, LLC
WILLIAMS GENERAL CONTRACTORS, LLC
R/W MON
R/W MON
R/W MON
R/W MONR/W MON
EIP
WILLIAMS GENERAL CONTRACTORS, LLC
EXISTING R/W
EXISTING R/W
EIP EIP EIP
EIP
CLIFTON PRICE HARPER, JR.CAROLINA COASTAL RAILWAY,
INC.
CITY 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
SUNSET WEST, LLC
MICHAEL J. DAVIS, ET UX NAD 83/ 2011
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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-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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:34:11 AMTIME:NCDOT_permits_CON.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
160
16
0
1601
6
0
160
160160160160
160160160
160160160160
160160160160160160160
160 160160
160160
1601
6
0
160160 160160160160
160
160
160
1601601
6
0
160
1601
60
160
160160
160
1601
6
0
1
60
1601601601
6
016016016016016016016016016
01601
60
1
6
01
60
1
6
0165165
165165165165165165165165165165165165165165165165165165165 165165
165
165
165 165 1651651651651
6
5 165170170170170170170170170170170170170170
170170170170170170170170170170170170175175175175175175175175175 175175175175175175175175175175175175175175180180180180180180180180180180 180180
180
180180180180
180180180180180180180180180180180180185185185185185185185185185185185
185 185
185185185185185185185185185185
185185 185 185 185 185
190 190 190 1901901901901901
9
0
190190F
F
F F F F
F
F
F
F
F
F 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
NAD 83/ 2011
BARNHILL
CONTRACTING
COMPANY
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
HC HC
CLEARING
DENOTES HAND
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
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=1.9 fps
Q10=41.0 cfs
51
62
62
63
65
66 67
68
WI
WN
WP
WK
WO
WT
WL
SITE 10
SITE 9
SITE 11 SITE 12
(NON-EROSIVE)
V10= 1.9 fps
Q10= 41.0 cfs
SITE 14
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508/23/99PROJ. REFERENCE NO.SHEET NO.0
PENTABLE:FILE:U5026_R5720_PRM_XPL_CD2USER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:59:39 PMTIME:NCDOT_PFL_XSC.tbl160 160
170 170
180 180
190 190
150 150
10+00.00
160 160
170 170
180 180
190 190
150 150
10+50.00
160 160
170 170
180 180
190 190
150 150
11+00.00
X-143U-5026/R-5720
-CD2-
5 10
PERMIT SITE 9
U-5026
SHEET __ OF __
PERMIT DRAWING
0.0250.0250.025
189.05
3:10.025
0.0250.025
188.89
3:10.025
0.0250.034
188.58
3:10.025
WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508/23/99PROJ. REFERENCE NO.SHEET NO.0
PENTABLE:FILE:U5026_R5720_PRM_XPL_L2SBUSER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:09:00 PMTIME:NCDOT_PFL_XSC.tbl160 160
170 170
180 180
190 190
150 150
15+00.00
160 160
170 170
180 180
190 190
150 150
15+50.00
160 160
170 170
180 180
190 190
150 150
16+00.00
X-114U-5026/R-5720
-L2SB-
5 10
PERMIT SITE 12
U-5026
SHEET __ OF __
PERMIT DRAWING
3:1
0.0250.025 6
:1
190.50
3:1
0.0250.025 6
:1
190.40
3:1
0.0250.025
6
:1
190.17
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:28:48 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
F
C
F
C C
F
C
C C
C CF F
F
C
C
C
C
C
CCC
C
C
F
C
C
F
C
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
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
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 15
SITE 14
SITE 13
-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
SITE 12
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:6/24/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:9:34:16 AMTIME:NCDOT_permits_CON.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
160160160160160
1
6
0
160160
160
160160160160160
1
6
0
1601
6
0
1
6
0
165
165165
165165
165165
165165165 165165165165165165165165165165165
165
165
165
165
165
165
165165165 1651
6
5
165
165
165
165165165165165165165165165
165 165165
165165165
165
165
165165165
1
6
5
170170 170170170170
170170170170
170
1
7
0
17
0
170
170
1 7 0
170
170170170170170170170170
170
170
170
170170170170170
170
170
170
170
170 170 170
170 170 170 170170170170170170170170170170 170 1701701
7
0
1
7
0170 1701
7
0
1
7
0
175
175
175175175175
175
175
175175175175
175
175175
1
7
5
1
7
5
1
7
5
180180180
180F
C
F
C C
F
C
C C
C CF F
F
C
C
C
C
C
CCC
C
C
F
C
C
F
C
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
WETLAND
DENOTES FILL IN
CLEARING
DENOTES MECHANIZED*
***
***
*
F F
E E IN WETLAND
DENOTES EXCAVATION
HC HC
CLEARING
DENOTES HAND
S S SURFACE WATER
DENOTES IMPACTS IN
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 15
SITE 14
SITE 13
-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
SITE 12
WETLANDS WETLANDS
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508/23/99PROJ. REFERENCE NO.SHEET NO.0
PENTABLE:FILE:U5026_R5720_PRM_XPL_CD2USER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:12:58:55 PMTIME:NCDOT_PFL_XSC.tbl160 160
170 170
150 150
24+00.00
160 160
170 170
150 150
24+50.00
160 160
170 170
150 150
25+00.00
160 160
170 170
150 150
25+50.00
160 160
170 170
150 150
26+00.00
X-150U-5026/R-5720
-CD2-
5 10
SHEET __ OF __
PERMIT DRAWING
PERMIT SITE 14
U-5026
161.19
3:1
3:13:13:1
161.34
3:1
161.043:1160.89
3:1
3:1
161.403:16:1
6:1
6:1
6:1
164.44
4
.1
7
:1
164.69
6:14.5
7
:1
3:10.025 0.0250.025
162.18
160.893:13:1
0.025 0.0250.025
162.51
161.043:13:1
0.025 0.025
0.025
162.69
161.193:13:1
0.0250.025 0.025
EL. =166.95 '
-LRPD- Sta.10+45.05
162.84
0.025
EL. =169.10 '
-L2NB- Sta.30+67.47
161.343:13:1
0.0250.025 0.0250.027
EL. =167.14 '
-LRPD- Sta.10+94.98
162.52
0.025
EL. =169.03 '
-L2NB- Sta.31+17.47
161.403:13:1
WETLANDS WETLANDS
PERMIT SITE 15
U-5026
SHEET __ OF __
PERMIT DRAWING
3:1
4
:1162.43
163.37
4
:1 3:1
163.76
3:14:1
162.90
3:14:13:13:1
164.52
166.69
5.94:16
:1
3:13:1
161.293:13:13:1
161.433:13:13:1
161.643:13:1
161.863:100
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
1501508/23/99PROJ. REFERENCE NO.SHEET NO.0
PENTABLE:FILE:U5026_R5720_PRM_XPL_LRPCUSER:_USERNAME_DATE:5/21/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:1:01:46 PMTIME:NCDOT_PFL_XSC.tbl160 160
170 170
150 150
15+68.50
160 160
170 170
180 180
150 150
16+00.00
160 160
170 170
150 150
16+50.00
170 170
160 160
17+00.00
170 170
160 16017+50.00
X-173U-5026/R-5720
-LRPC-
5 10
EL. =169.69 '
-CD1- Sta.25+32.85
0.025 0.0250.025
0.080 0.080
0.080
168.27
EL. =169.89 '
-CD1- Sta.25+72.56
0.025 0.0250.025
0.080 0.080
0.080
169.13
0.067 0.068
0.067
170.36
0.052 0.052
0.052
170.76
0.036 0.0360.036
171.56
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
TS
TS
S
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/5/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:46:04 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
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
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES 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
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
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
SHEET __ OF __
PERMIT DRAWING
LEGEND
GRAPHIC SCALE
0 252512.5 50
TS
TS
S
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/5/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:46:50 AMTIME:NCDOT_permits_CON.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
165
1
6
5
165165165165165
165
1
6
5165165
165
165
165
165
1
6
5
1
6
51651
6
5
170
170
170170170170170170
170
170170
170170170170170170170170170170
170
170 1701
7
0
175
175175
175175175175
175
175175175175175
175175
175175175
175175175175 1751
7
5
175175180 180 180 180180 180180180 180
180 180
180180180180180180180180
180
180
1
8
0
180180180180180
180
180
180
180
180
180
180180180180
180
180
180
1
8
0
1
8
0180
1
8
01
8
0185
1
8
5
185 185 185 185
1
8
5
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
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES 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
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
RAP
RIP
BRK BUS
LOADING DOCK
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
LT
24" C&G
CONC
BST
BST
;
DI
24" RCP
30" RCP
FES
DI
24" RCPFES 24" RCPTCONCCONC
SHEET __ OF __
PERMIT DRAWING
LEGEND
NAD 83/ 2011
TS
GRAPHIC SCALE
0 252512.5 50
TS
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\U5026-R5720_HYD_PRM_WET_PSH.dgnUSER:NWOMACKDATE:8/5/2020NCDOT_pdf_color_eng_100.pltPLOT DRIVER:8:44:24 AMTIME:NCDOT_permits_NOCON.tbl23AU-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 C4045SSSURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
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
Hand Permanent Permanent Existing Existing
Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 14+06 - 14+44 -L- LT BANK AND SCOUR HOLE STABILIZATION < 0.01 < 0.01 47 10
2 36+90 - 37+63 -L- LT ROADWAY FILL < 0.01 133
2 36+90 - 37+63 -L- LT BANK STABILIZATION < 0.01 < 0.01 28 29
3 40+13 - 41+21 -L- 10' X 7' RCBC 0.02 140
3 40+13 - 41+21 -L- LT CHANNEL RELOCATION 0.01 < 0.01 90 9
3 41+14 - 41+50 -L- RT CHANNEL RELOCATION < 0.01 < 0.01 18 21
4 40+60 - 41+83 -L- LT ROADWAY FILL 0.13 < 0.01 0.05
5 155+5 -L- LT 48" RCP-IV < 0.01 45
5 155+5 -L- LT OUTLET CHANNEL PROTECTION < 0.01 < 0.01 16 6
6 183+5 - 189+91, 192+80 - 197+07 -L- LT ROADWAY FILL/ CHANNEL RELOCATION 0.11 < 0.01 1192 49
6 197+00 - 198+00 -L- LT BANK STABILIZATION < 0.01 < 0.01 72 10
7 197+00 - 198+00 -L- LT ROADWAY FILL < 0.01 86
8 199+15 - 200+13, 201+20 - 201+71 ROADWAY CLEARING 0.03
9 14+34 - 16+96, 17+07 - 18+37 -L2NB- RT ROADWAY FILL 0.24 0.07 0.18
10 12+49 - 12+81 -L2NB- ROADWAY CLEARING < 0.01
11 11+82 - 12+41 -L2SB- LT ROADWAY CLEARING 0.05
12 14+88 - 16+34, 21+41 - 22+56 -L2SB- LT ROADWAY FILL 0.06 0.05 0.06
13 20+00 -CD2- RT DITCH TIE-IN < 0.01 44
14 18+61 -CD2- RT TO 29+95 -CD2- CL ROADWAY CUT/FILL, BASE DITCH 0.12 1.23 0.03 0.10
TOTALS* THIS SHEET:0.55 0 1.23 0.23 0.39 0 0.18 0.01 1911.00 134.00 0
TOTALS* ENTIRE U-5026:0.55 0.00 2.24 0.42 0.45 0.00 0.20 0.02 2120.00 209.00 0.00
*Rounded totals are sum of actual impacts.
NOTES:
Revised 2016 09 09 SHEET OF
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NASH COUNTY
TIP U-5026
STATE PROJ. # 44033.3.3
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
AUGUST 2020
Hand Permanent Permanent Existing Existing
Permanent Temp. Excavation Mechanized Clearing SW SW Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in impacts impacts SW Impacts Impacts Stream
No. (From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands (Pond) (Stream) impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
15 11+00 -LRPC- LT TO 17+46 -LRPC- CL ROADWAY EXCAVATION 1.01 0.18 0.06
16 42+72 - 43+20 -CD1- LT 48" RCP-IV < 0.01 < 0.01 < 0.01 52 39
16 51+34 - 51+97 -L2NB- RT ROADWAY FILL < 0.01 82
16 51+34 - 51+97 -L2NB- RT 15" RCP / BANK STABILIZATION < 0.01 < 0.01 36 23
17 75+82 -L- RT BANK STABILIZATION < 0.01 < 0.01 39 13
TOTALS* THIS SHEET:0 0 1.01 0.19 0.06 0 0.02 0.01 209.00 75.00 0
TOTALS* ENTIRE U-5026:0.55 0.00 2.24 0.42 0.45 0.00 0.20 0.02 2120.00 209.00 0.00
*Rounded totals are sum of actual impacts.
NOTES:
Revised 2016 09 09 SHEET OF
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NASH COUNTY
TIP U-5026
STATE PROJ. # 44033.3.3
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
AUGUST 2020