R-5777C Utility Drawings.pdf

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BEGIN TIP PROJECT R-5777C
—I— POC STA.10 + 09.89 =
—I— POC STA. 578 + 90.00 (R-1015)
4
Submittal February 6, 2024 STATE OF NORTH CARD I INA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PERMIT D RAW I N G
SHEET 1 OF 14°�°
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bTATR PRQtF T REPRRENCE NQ
6EEET
NO.
TOTAL
9B8819
R-5777C
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STATE PROD. NO.
F.APROl.N0.
DE6CRIPTION
DATE: 1 /15/2024
44648.3.4
WA
DESIGN -BUILD -
LOCATION. U.S. 70 FROM
THE HAVELOCK BYPASS TO EAST
OF
S.R.1116 (THURMAN ROAD)
TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, ITS AND
STRUCTURES
NAOOsiNq
zo77
UTILITY
WETLAND
AND SURFACE WATER IMPACTS
PERMIT
BEGIN RESURFACING ONLY
-Y3- STA. 13+04.73
BEGIN RESURFACING ONLY
-SRY4B- STA. 10+69.02 BEGIN CONSTRUCTION
END RESURFACING ONZY
-Y10- STA.10+09.00
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BEGIN CONSTRUCTION
BEGIN CONSTRUCTION END CONSTRUCTION
-Y2- STA. 10+00.00-SRY/A- STA. 15+03.0]
BEGIN CONSTRUCTION
-Y3- STA. 13+16.85
END RESURFACING ONLY
BEGIN CONSTRUCTION
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BEGIN BRIDGE
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BEGIN CONSTRUCTION N 18 19
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-Y7- STA. I
THIS PROJECT IS WITHIN THE MUNICPAL BOUNDARY OF THE CITY OF NEW BERN
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
SITE 10
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CONSTRUCT
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22 23 24
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END TIP PROJECT R-5777C
—I— POT STA. 355 + 64.22 =
—I— POT STA. 250 + 00.00
(U-5713 IR-5777A&B)
6
-SR1aA
INCOMPLETE ]PLANS
DO NOT USE FOR R/W ACQUISITION
]PRELIMINARY ]PLANS
DO NOT USE FOR CONSTRUCTION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

Submittal February 6, 2024
' 50' 25' 0 50' 100, PROJECT REFERENCE NO. SHEET NO.
DETAIL 6-1 DETAIL 6 DETAIL 6-3 DETAIL 6-4 PERMIT DRAWING R-5777C 6
SPECIAL 'V' DITCH SPECIAL DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING /[,jq CALE: 1" =100' SHEET 2 O F 14 ROADWAY DESIGN HYDRAULICS
'l ENGINEER ENGINEER
I — -1.) Fmm (Not scale) (N.. Spate) 4 I Nm ro S.W) /'\
N I A'� Sploepe NOluml OI Front N—I�\;.'
G.puwd3, Fp' D\�\p G,eppd 3o,l� '��� F sDA E: 1/15/2024p I oISlope"B
��slope `sPv R/qe� JPp\P8 sP [��T
Min. D=1.5 F1. " Min. D=1.5 Ft. lam.! Min. D=2.5 Ft. ` / 'in A.�O
B=2.0 Ft. B=3.0 Ft. 'SEE CROSS SEC00N5 Min. D=1.0 k. G�7 'Y
FROM STA. +75 TO STA. 37+50 -SRY1C- RT FROM STA. 23+00 TO STA. 25+50 -L- LT
/'� F� M $TA. 26+00 TO STA. 35+50 �RY1B- LT FROM STA. 23+00 TO STA. 36+00 -L- RT FROM STA. 33+50 TO STA. 36+00 -L- MED A
/ FROM STA. 24+50 TO 26+00-SRY1B- LT 'l
� �' DETAIL 6-5
SPECIAL 'V' DITCH
INmm xple) F,on, COMPANY
WEYERHAEUSER Balfour Beatty
oe" N A'> e� ��^P^ LEE PDLISKO
PLISKO StN
Gsc G—d p,:. D F\p \ \ \\ \ DOCUMENT NOT CONSIDERED FINAL
o P�� Min. D=1.0 Ff. JACKSON FAMILY, LLC
UNLESS ALL SIGNATURES COMPLETED
2-2J. LLC FROM STA. 30+50 TO STA. 36+00-SRY1C- LT C) ,,\ \\\ \ SP 1sp
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--- — -- --
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FS, SEE DETAIL SHEET FES 4 1E' RCP
j, �_� 0 2D-4 DETAIL 12
US 70 WB GRASS GRASS MO E
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-SE-6N�
—�J REMOVE— ---__ =���=SPEC �H DING --���
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-Cr'25 TONS AAJ?—--- --- --_-- _—�— US hWY 70 EBL 35'PAVED ROAA51'AY�- _
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CL 'B' RIP RAP WOODS -=oj- - - -•�- - - - - - _ - -- - 7 w / \\ - PxoP uro . - - _ LL
EST 2 TONS PECD SE DITCH C� - -. U in
EST 7 SY GF WOODS !PEC 'V' DITCH
NC DEPT. OF TRANSPORTATION I
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or urc IE coxou�i ie PnoP-
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158 I S ETAIL
III OlHsl '� -�\ OJ T 'T 7 7F \ DITCH WOODS
om ws \� \ SITE 4 ��� DIRECTIONAL BORE
w UG POWER, TEL
of ���-�—��
gym\ KERN COMPANY, INC.
N� WETLAND WD
MOODS
\' KENNETH McGOWAN ALL DIRECTIONAL BORE PITS
BFFG LLC
�y COUNTY AND HAND HOLES TO BE LOCATED
OUTSIDE OF JURISDICTIONAL AREAS
FOR -LLT- PROFILE SEE SHEETS 35 & 36
FOR -LRT- PROFILE SEE SHEET 35 & 36
Ha.oe FOR-YIRPB- PROFILE SEE SHEET 63
FOR HAND CLEARING FOR-SRYIC- PROFILE SEE SHEET- PROFILE SEE S88/& 82
PRELIMIN
RY PLANS
DO NOT USE Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
�W ACQUISITION

Submittal February 6, 2024
0
5 10
PROJ. REFERENCE NO.
SHEET NO.
R-5777C
SRY1C-8
150
1
0
130
120
To
100
90
80
70
60
50
40
30
20
1
1
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5
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70
80
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1
0
1
0
1
0
1
0
1
0

Submittal February 6, 2024
PERMIT DRAWING
SHEET 4 OF 14
DATE: 1/15/2024
c, I
MATCHLINE-Yl-S 23,00 (SHEET 30)
Sir
IBM
will
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TA 11111T 5
OR ENLARGEMENT ALL DIRECTIONAL
OUTSIDE OF JURISDICTIONAL II F, 35 AND HAND HOLES
—E SEE SHEEE - mono x.v it II 1ESHEETS
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D—L
VATCHLINE k,
-Y1- STA 36,00 (SHEET 32) GRAPHIC SCALE
ILI- RAP
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HAND CUEARIIN. 1 11 3,111
WETLAND WE I PLANS

Submittal February 6, 2024

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-2
1
0
1
0
1130
120
To
100
90
80
70
60
50
40
30
20
1
13
20
30
40
50
60
70
80
90
100
110
1110
1
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PERMIT
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BANK STABILIZA
W/CL 'I' RIP RAP
'XE DETAIL 8-3
Submittal February 6, 2024
DETAIL 8-1 DETAIL 8-2 DETAIL 8-3 DETAIL 8-4 DETAIL 8-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH CULVERT INLET BANK STABILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
(No to Swle) (Nat to Swle) (N.110 Smle) (No I. Scala) (No. Swle) I
From ]:I Ne1u�I 2et�nd
Ditch '"mod NPNrvI Nmgrolepw
N°Nrpl From \ °t Ground \ Ground "< d•
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F\col SIoI Groand 3�� D F\ uck Gvotwtile' d Tuck' m 1.`;
Tuck Geore�tile Key Riprop into of 1N
Ln p Minimum o11N Key Riprop inb Ge°textile B o Minimum of IN Channel BoNom (TY➢I
-BJ Min. D=1.5 F. *3:1 BEHIND Min. D=1.5 F. ITy� CNpNNEL BED Channel BOHom(Typ) Ilya (TWO Place Geotertile Under
B=2 Ft. GUARDRAIL Length=41 R. rvdvble) Length= 47 H.
CHANNEL BED Ri ro in Le<miem
Min. D=2.SF1. Each SNe (variable) Directed by Engineer
FROM STA. 63+45 TO STA. 66+00 -L- LT Esc 60 Tons of cross T Rip-Rop, Keyed -In Type of Liner=CL 'I' Rip-Rop - Keyed -In Inn2. - 3 H.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+05-SRYIDY3C- LT fo Top of Bank, Ezt. 24 CY DDE •Place Gewenile Under Riprep Ezt 50 Tonz, Ezf 85 SY Geote file d=2.5F. d=2.o - a.o Fc oo Rn s5i��mr� .o ¢n odm. o°
FROM STA. 29+00 TO STA. 42+50-SRYIA- LT FROM STA.29+10 TO STA. 31+50 -SRYI DY3C- LT Ezf.t05 SY Geofedile on: D.,e..fed by Engineer -1170 CY DDE B=4.OF. Est.=30 Ton: of Clasz'I' Ripe Rap, kayo&ln, Est. 68 SY G—file
t WOODS
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SEE DETAIL 8-9
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PROJECT REFERENCE NO.
DETAIL 8-6
R-5777
SPECIAL DITCH GRADING
(No I. Swle)
ROADWAY DESIGN
4
ENGINEER
IPA
~y4R��\P0� SP
*SEE CROSS SECTIONS Min. D=1.0 Ff.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
SHEET NO.
ENGINEER
PRELIMIN
RY PLANS
W NOT USB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
7W ACQUISITION
FROM STA. 30+50 TO STA. 31+60 -SRYIDY3C- RT STA. 13+30 -Y1 RPA- RT STA. 11+78-Y1RPD- LT STA. 29+10 -SRY1 DY3C- LT
FROM STA.32+10TO STA.34+60-SRY1DY3C-LT M STA. 29+25-SRYIDY3C-RT PERMIT DRAWING
r,0 FROM STA. 34+60 TO STA. 40+50 -SRYI DY3C- LT
FROM STA. 41+50 TO STA. 42+70 -SRYIDY3C- LT
FROM STA. 10+75 TO STA. 12+00 -DR2- LT SHEET 7 OF 14
FROM STA. 10+75 TO STA. 12+00 -DR2- RT
-7, Balfour Beatty'
DATE: 1 /15/2024>>
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SEE DETAIL 8-6
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CL 'B' RIP RAP
2 TONS
EST INUI wG cns LINE
-
SY GF
- E E
SPEC
SPEC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50' 25' 0 50' 100,
SCALE:1"=100'
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SEE DETAIL 8-6 LU O
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------------- --- US HW✓ 70 EBL 29'PAVED ROADWAY ----M / --- --- --- ___ __ Q
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AND HAND HOLES TO BE LOCATED
lQi II Im OUTSIDE OF JURISDICTIONAL AREAS
STREAM SB �
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4 n DETAIL 8-7 DETAIL 8-8 DETAIL 8-9
3 WOODS
X WOODS SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS
a y X Y', r(1] (N°t t° Swlel (Not to Scolel � a\ (No110 Swle) 2,J
KER DIRECTIONAL BORE =1 � .B _ ii 3>0' SLOPE oc�w N°tur°I .°t Fr^^t SPEC 'DI
Xg _ _ NnTURAL \f N-1 GroDnd' Groend 3� 3' Ditch `
UG TEL C CUR o..D d f wexond prep 3 F`\ D P°�g1 slop SEE DETAIL 8-
BAN STABILIZATION A SVIN GEOTDTILE �d LBj
Min. D=1.5 H.
/C 'I' RIP RAP 0 C d=1.0 Ff. d=1.0 Ff. Ge°textile B=2 H.
E DETAIL 8-5 11gOivd -- COMPANY, INC. Cn �J
Type of Liner= Clwe'B' Rip-R,p Type Of Liner= CL'B' RipA p FRO - RT
ROCK CHECK DAM - EC DETAIL
HAND CLEARING
SEE DETAIL SHEET 2D-4 I SEE DEFAIL 8-2 FROM STA.35+20 TO STA.36+00-SRriDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT DIRECTIONAL BORE
DETAIL 9 SPEC 'V' E ITCH I RAVEN COUNTY UG POW, TEL
PE 'V' DITCH SPEC ' ' DITCH
SEE DETAI 8-2 v SE :DETAIL B-2 SEE D AIL B-2Q-
CL 'B' RIP RAP
EST 2 TONS 'o
EST 7 SY
P TE / IE_ — — — — — — R R TEL �ABLLG _
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EST 7 SY GF F - - R
oP OIN Pow L:nE
—PROP DIN Pow LINE L x oP alx Pan LINE ND, U,B Pow CABLES oP a PUNCE,E v -o
G FOR -LET- PROFILE SEE SHEETS 38 & 39
Ro uic Pw cABLEe PR PROP ufa Pow CABLES PUE m Tn FOR -LRT- PROFILE SEE SHEETS 38 & 39
PR PROP I E
wG TEL ooNoulT PRaP G i I ROP G Pw BLEG PROP rB L ooNoulT - ooNou= oNo PUE — FOR-YIRPA- PROFILE SEE SHEET 62
PUE PUE TOM, W PUE PUE PUE PPUE
PROP F1 g CL 'B' RIP v o FOR-YIRPD- PROFILE SEE SHEET 65
€[:S S�(FILEL
Y GF / OPROTECTION SEE DETAIL 8-7 m m FOR -DR2- PROFILE SEE SHEET 77
WETLAND WG UGE POW, TELBORE SLOPE ONLY) FOR -SRY/A- PROFILE LEE SHEET 79
L 'B'RIP RAP FOR-SRYlDY3C- PROFILE SEE SHEET 85
EE DETAIL 8-8
----
—_—
--------
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I'ORIa RAP (BANKS ONLY)
WOODS
I
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WOODS ALL DIRECTIONAL BORE PITS
UT ILITY POLE IMPACTS (18" DIAM)
SLOPE
SEE DETAIL 8-4
!I I
WOODS
FILL IN WETLAND: 20 SF

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C 3RY1
DUC7
1
0
1
0
1130
120
To
100
90
80
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Submittal February 6, 2024
DETAIL 9-1 DETAIL 9-2 DETAIL 9-3
SPECIAL BASE DITCH SPECIAL 'V' DITCH STANDARD BASE DITCH
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FROM STA. 78+50 TO STA. 81+00 A- RT STA. 83+00 -L- RT
FROM STA. 77+00 TO STA. 78+50 -L- RT FROM STA. 81+00 TO STA. 83+00 -L- RT O
'ROM STA. 42+50 TO STA. 44+10 -SRYIA- LT FROM STA. 42+70 TO STA. 43+57 -SRYI DY3C- LT Ln
:ROM STA. 44+50 TO STA. 48+44 -SRYA- LT FROM STA. 43+57 TO STA. 46+00 -SRYI DY3C- LT
:ROM STA. 48+44 TO STA. 53+44 _SRYIA- LT FROM STA. 47+50 TO STA. 49+28 -SRY1 DY3C- RT
'ROM STA.53+44 TO STA. 56+50 -SRYIA- LT FROM STA. 49+32 TO STA. 53+90 _SRYIDY3C- RT
FROM STA. 54+20 TO STA. 57+00-SRYIDY3C- RT
UT FROM STA. 10+50 TO STA. 13+15 -Y1 D2- LT
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DETAIL 9-4
PIPE OUTLET CHANNEL STABILIZATION
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PROJECT REFERENCE NO.
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DETAIL 9-5
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9
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ENGINEER
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PERMIT D RAW I N G
50' 25' 0
50' 100,
SHEET 9 OF 14
DITCH BERM TO EL 26.8 SCALE: 1"=100'
DATE: 1 /15/2024
SEE SHEET 2D-4, DETAIL 13 7
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LAVE INcc, FOR -YID2- PROFILE SEE SHEET 89

Submittal February 6, 2024
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Submittal February 6, 2024

Submittal February 6, 2024
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SRY4D-4
49
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Submittal February 6, 2024

Submittal February 6, 2024
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
4
29+79 to 30+89-SRY1C-RT
UTILITY
0.037
6
15+01 to 16+52-SRY1 DY3C-RT
UTILITY
0.065
9
33+49 to 34+26-SRY1 DY3C-RT
UTILITY
0.018
10
42+03 to 42+44-SRY1 DY3C-RT
UTILITY
0.029
20
19+01 Tto 19+56-SRY4D-RT
UTILITY
0.032
24
41+21 to 41+38-Y1-RT
UTILITY
0.001
25
46+04 to 46+32-SRY1 DY3C-RT
UTILITY
0.003
TOTALS*:
0.000
0.000
0.000
0.000
0.185
0.000
0.000
0.000
0.000
0.000
*Rounded totals are sum of actual impacts
NOTES:
Site 10: Utility Pole Impacts (Fill -18" Diameter Pole) = 20 sf
Revised 2018 Feb