R-5777C Permit Drawings and Impact Summary Sheets.pdf

See Sheet to For Index of Sheets
See Sheet t B For Standard Symbology Sheet
1 N
R E
OI 4
10
EGIX ��ii
OJECT l✓
VICINITY MAP N.T.S.
D179'-TAT Trn VDnT17j-T n_c777f'
END RESURFACING ONLY
Submittal February 6, 2024 STATIC OF NORTH CAROLI NA
DIVISION OF HIGHWAYS
CRAVEN COUNTY
PERMIT DRAWING
SHEET I OF 89
�`"'�
bTATR PRQtF(:T RRPRRRNCR NQ
6HRBT
NO.
TOTAL
9N8819
°` .
R-5777C
]�
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
WETLAND AND SURFACE WATER IMPACTS PERMIT
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.
NAOOsiNq
zo17
END TIP PROJECT R-5777C
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
PLANS PREPARED FOR THE NCDOT BY:
HYDRAULICS ENGINEER
50 25 0 50 100
ADT 2019 = 31,800
ADT 2045 = 41,800
LENGTH ROADWAY TIP PROJECT R-5777C = 6.486 MILES
StN
Balfour Beatty NC LICENSE NUMBER F-0991
®f NOR? �
0
°
K = 9 /O
LENGTH STRUCTURE TIP PRO ECT R-5777C = 0.058 MILES
J
900 W TRADE ST STE 715,
CHARLOTTE, NC 28202
PLANS
TOTAL LENGTH OF TIP PROJECT R-5777C = 6.544 MILES
2018 STANDARD SPECIFICATIONS
D = 55%
P.E.
SIGNATURE:
N
RIGHT OF WAY DATE.
JANUARY 17, 2023
ROADWAY DESIGN ENGINEER
50 25 0 50 100
0
T = 8 /o
V = 75 MPH
* o o
(TTST=3/o+DUAL 5/0)
J. ADAM FREEMAN, PE
�
� <, �
p �®
Ohl
PROFILE HORIZONTAL
(HORIZONTAL)
PROJECT ENGINEER
10 5 0 10 20
FUNC. CLASSIFICATION =
INTERSTATE
STATEWIDE TIER
NCDOT CONTACT: BYRON KYLE
NCDOT - DESIGN -BUILD UNIT
LETTING DATE:
JANUARY 17, 2023
NARONG PHAL, PE
Pl
Tw%g
PROJECT DESIGN ENGINEER
PROFILE
(VERTICAL)
SIGNATURE:

Submittal February 6, 2024
DETAIL 5-1
SPECIAL 'V' DITCH
(Norio S-16)
Front
Ditch
N.W.1 Slope
QGround `''.'1 D F\o et
\ °Ae
ROBERT B. \ O Min. D=ts Fr.
w s HARDISON, ET AL
N X FROM STA. 15+50 TO STA. 18+50 -L- RT
WETLAND WA GOODWIN
DETAIL 5-3 50' 25' 0 50' 100,
SPECIAL BASE DITCH
( Nor ro Smle)
o SCALE: 1"=100'
,, D F e` Sop N WETLAND WB
„. Min. D=2.5 Fr.
B
=3.0 Ft.
FROM STA. 18+00 TO STA. 24+50 -SRYI B- LT r C� 8a� W �m
FROM STA. 21+30 TO STA. 23+00 A RT 5 077
SON FAMILY, LLC
PROJECT REFERENCE NO. SHEET NO.
R-5777C 5
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USE PO
CONSTRUCTION
INCOMPLE
E PLANS
00 NOT USB POR
�W ACQUISITION
°°SEE ERMIT" WINGC ERT INLET a k CREEK SEE PERMIT URA ING SITE 2
SPEC 3'BASE DITCH (BEET 6 89 PE 3 BA E DITCH Woo 5 / .� AL W 8 g"1l19
¢ W/CL 'I' P RAP (BANKS i4jJL \ W/CL'B'RIP RAP Id 1 �IlW
HEET F SEE DETAIL 5-9F J� / EST 128 TONS, EST 335 SY GF / SEE DETAIL 5-3 -01M- _ -elM
F EN Weao� SEE DETAIL 5-8 / PORE GEM M- M C) 0 Balfour Beatty ��
R EN R��7�pty�� ��C� BASE DITCH Z —
SPEC 2' B E LITCH W/CL 'B' RIPRAPI t� / € / x I - I U,
SEE DETAIL 5-4 E T TONS, EST 131 SY GF >N� CL 'B' RIP RAP I R CD +
I \NOJ SEE DETAIL 5-2 �E E _E—EiF-?-TANS YG i �� X d' w DOCUMENT NOT CONSIDERED FINAL
E E Yeb- x = UNLESS ALL SIGNATURES COMPLETED
E� _ -
I
C 24„ \ —
�=
V I PERMIT DRAWING
Ln � ; _`•.: c oo ° �0 qa � � 42„ w M/M 'JNI151X3 l _- �
_ __ N SHEET 2 OF 89
T- s' M W dJd .s
(of w At %� Q = R M 163 18' PAVED ROADWAY - - - - - - _-
_nITCt G DING ----- PLOWABLE FILL - --- - ----- �`r DATE: 1 /15/2024
- - - - - - - - - - 2GI - - - - - - 1. S EEL - - - DITCH W O
- -- --- - ---- _ F5-
M I—
O REMOV i DITCH GRA --- - -0d - �d ni- - _-- _ J IN W
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_ db R O EST 5 TO \ \
SR -�i� - NC DEPT. OF TRANSPORTATION ® VEGETATION
f,AP Z \ y VEGETATION \o \
ED ROAgyAY - REMO JAd .BI - _ - - - - -
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W/ L AF RIP / - MH JNOJ ti I CLEAN OUT M sNlisrxa - - I I
/ b g J21.81 M NMONNNA.9 L
EE DETAIL 5 / / �` p EXISTING DITCH N 4„ / - - M _ - - - - - - _ - s U)
/LOPES OR FLATTER
REMOVE CLEAN OUY� / w
YID A. / / O EXISTING DITCH / e -
SANBORN, ,�-� / SE PERMIT DRAWI / REMOVE ,\\
ET UX /� 3:1 SLOPFg OR / \
SHEET 5 OF 89 1 / � / y ) Ili �
OR ENLARGEMENT la I\ \
A\bJ diV GOODWIN S
/ c' / /� ° IT N\\�
,IN / 1 p I EST SY GF \ 7\ \
CREEK r MICHAEL A. MILLER, ET UX l5e I �P
JEREMY R.
RODAMAKER DAVID A. SANBORN, ET UXj�ae
/
CROATAN FREE WILL
wJ3 tlX r / / BAPTIST CHURCH
10 X I \ \
iH� ,e� a I CROATAN FREE I \ \\ \
/ ��- _ - 9'y ).�. i a .L//c.,/� • WILL BAPTIST
CHURCH I 15 1 \\ \ \ \
1 \
\ S SURFACE WATER IMPACTS L
9e51
T­�
DETAIL 5-4
SPECIAL BASE DITCH
(Nat r" Smlel
N"rur"I
Ground 3., p Ditch
sl.pe
� DI�
L.-"°�-.J Min. D=1.5 Ff.
B=2 Ft.
FROM STA. 13+50 TO STA. 16+00-SRY1B- LT
TEMPORARY SURFACE WATER IMPACTS 0 I \ N
I I I x
CROATAN FREE WILL
BAPTIST CHURCH (DII III
FILL IN WETLAND • I I F
CROATAN FREE WILL
MECHANIZED CLEARING BAPTIST CHURCH
A \�
STA. 16+78 -SRY1 B- LT uWsl \ \\\ \ \�\\ O
DETAIL 5-6 DETAIL 5-7 DETAIL 5-8
CULVERT OUTLET SCOUR HOLE STABILIZATION SPECIAL DITCH GRADING SPECIAL 3' BASE DITCH \
(NO b ScO.) ( Nor I. Scolel 4 ( Not to Smle) �2 \
sled 4 X _��
N"lu Fle'O °A N"rur"I I I Front /
Na u", _
Gro""°� "aM"m�BO'0i1M" `sP� W,q'P(ge2 D P�pOS� sp G,e."d 3 D F� e< DkI, WOODS FOR -LLTI- PROFILE SEE SHEET 34 a0 \ o
s.D' za"r InTI F J ./ Tu,kGe"rexrlle" / FOR -LRTI- PROFILE SEE SHEET 34 - mow\ \ WW
c OPo d 1" FI m TIP' 'SEE CROSS SECTIONS Min. D=1.0 Fr. —. I. B MI"I. of 1M l,rPl / FOR -LLT- PROFILE SEE SHEET 35 \ \
GemeMile'
6ini H.I.
'Nnce GeoWAI. Und.r nI FROM STA. 12+00 TO STA. 23+00 -L- LT Min. D=2'OFt. FOR -LRT- PROFILE SEE SHEET 35 ".
L,Nm= sp N. I -Ow. Di— by Enel"..r FROM STA. 13+00 TO STA. 15+50 -L- RT d=2.OFr. FOR-SRYIB- PROFILE SEE SHEET 8/
Tyye eluner-a'm 1 -1, m Ten B"nk - I<-w Orn Type of Liner= ODss 'B' Rip -Rap, Keyed -In B=3.OFt. FOR-SRYIC- PROFILE SEE SHEET 83 �
: to To":, �r�u sr Gemexfile FROM STA. 16+80 TO STA. 18+00 -SRYI B- LT
STA.17+08-SRY1C- RT WOODS ,,, \

Submittal February 6, 2024
DETAIL 5-1
SPECIAL 'V' DITCH
(Neffo Scole)
Front
Difch
N.W.1 Slope
Q Ground D F\o Bc
w s ROBERT B. \ O Min. D=1.5 Ft.
= HARDISON, ET AL
oFROM STA. 15+50 TO STA. 18+50 -L- RT
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ISEE�1ERMIf �� \ CREEK 1
HEET F BAN °N`�
F EN_ _ RGEMEN
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d �
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DETAIL 5-2
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d ',.j D P
Tuck Geefeslil. a
Geofe.file B Minimum of 1N (1YP)
Min. D=2.OFt.
d=1.OF1.
Type of Liner= Class 'B' Rip -Rap, Keyed -In B=2.OR
FROM STA. 1A+00 TO STA. 16+70 -SRY1 R- LT
DETAIL 5-3 50' 25' 0 50' 100,
SPECIAL BASE DITCH
( Not fo Smle)
o SCALE: 1"=100'
Gmo d 3., D A\ Ks1 Fi N WETLAND WEI i
I e I F\o Slop /
_. Min. D=2.5 Ft.
13=3.0 Ft.
FROM STA. 18+00 TO STA. 24+50-SRY1B- LT
FROM STA. 21+30 TO STA. 23+00 A- RT
RA I SA 5
SPEC 3' BASE DITCH � -
RMIT U/ ITE2
W00
W/CL'B'RIP RAP � EET 6 � � _SEg,�ETAIL 5-3 IT -.
EST 128 To
EST 335 5Y F
/ SEE DETAIL 5-8 0/ /OR
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MEN
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/ CLEAN OUT R 5rylisrx
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32
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PERMIT DRAWI / LEXISTING ITCH /�/�� REMOVE
/ 3:1 SLOPE4 OR
SHEET 5 OF 89 /
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\ /
Ada""' CREEK T I -f / / ' TONS
uw - MICHAEL A. MILLER, ET UX / � /� / / � � I I I � I ESr SY GF �
JEREMY R. N' ONa I
RODAMAKER DAVID A. SANBORN, ET UX
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DETAIL 5-4
SPECIAL BASE DITCH
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Nofurol \ oc Front
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Siepe
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B=2 Ft.
FROM STA. 13+50 TO STA. 16+00-SRY1B- LT
DETAIL 5-6
CULVERT OUTLET SCOUR HOLE STABILIZATION
INMM S—)
m Bed
Gmun�� El—li- IJefu�oa
Tuck Geofeaiile a
Mnimum of 1N
z.o• 2:1 or ITYFf
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Ierg1M1= 56 Ff, in L«.fiom Di— by Engineer
Tyye of Liner- CL'll' D>R.p 1. T p B..k - KeyedJn (IYn
E,1 210 Tons, &f SY GeMex k
so
(Li
CROATAN FREE WILL
BAPTIST CHURCH
lod a ROATAN FREE
\�
\
0 WILL BAPTIST
HURCH 1 \
SURFACE WATER IMPACTS BdSI \ �1\\\q\
r /J
TEMPORARY SURFACE WATER IMPACTS
—CROATAN
FREE
RHURCI @A PTIST II II X IO
FILL IN WETLAND f —303
—� II ao \ Y
MECHANIZED CLEARING �\/ CROAT BAPTASTFREE CHURCHL
v\ m
PROJECT REFERENCE NO. SHEET NO.
R-5777C 5
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USB PO
CONSTRUCTION
INC®MPLE�W
E PLANS
DO NOT USB POR
ACOU ISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 3 OF 89
DATE: 1 /15/2024
STA. 16+78 -SRY1 B- LT
DETAIL 5-7 DETAIL 5-8
SPECIAL DITCH GRADING SPECIAL 3' BASE DITCH
4 (Npf fo Scolel 4 (Not fo Scole) �a 7 / i0
/ X
Npturol Frain `
spy �Hgp,He( D P�O�¢ Sp Ground a, D F� e< Dkh W000s FOR -LLTI- PROFILE SEE SHEET 34 � -7
Turk Geofeaile o FOR -LRTI- PROFILE SEE SHEET 34 -�
'SEE CRO55 SECTIONS MIn.D=1.0 Ft. --I. B Minimum of 1N lrYlry / FOR -LLT- PROFILE SEE SHEET 35
FROM STA. 12+00 TO STA. 23+00 -L- LT Min. D=2'OFt. FOR -LRT- PROFILE SEE SHEET 35 - e�
FROM STA. 13+00 TO STA. 15+50 -L- RT d=2.OFt. FOR-SRYIB- PROFILE SEE SHEET 8/ ef�
Type of Liner= Cl...'B' Rip -Rap, Keyed -In B=3.OFt. FOR-SRYIC- PROFILE SEE SHEET B3
FROM STA.16+80 TO STA.18+00-SRY7B- LT -
STA.17+08-SRY1C- RT
WOODS

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-2
300
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260
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Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-4
300
2110
260
240
220
21
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160
1
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Submittal February 6, 2024
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REFERENCE NO.
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Submittal February 6, 2024
1 50' 25' 0 50' 100, PROJECT REFERENCE NO. SHEET NO.
DETAIL 6-1 DETAIL 6-2 DETAIL 6-3 DETAIL 6-4 PERMIT DRAWING R-5777C 6
SPECIAL 'V'DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING M CALE: 1"=100' SHEET 10 OF 89 ROADWAY DESIGN HYDRAULICS
A ENGINEER ENGINEER
(Notro Scplel INotro SwIeI 'l
I Nof to Smle) 4 (Nol fo SwIe) 4
D*h "°'" F`°" ",.prod "�' DAZE- 1 /15/2024
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70
80
90
1
0
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0
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0
1
0

Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
Y1RPD-6
1150
11.0
1130
120
To
100
90
80
70
60
50
40
30
20
1
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30
40
50
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1
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-2
1
0
1
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1130
120
To
100
90
80
70
60
50
40
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C
RY1DY3C-4
1150
1
0
1130
120
To
100
90
80
70
60
50
40
30
20
1
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20
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50
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70
80
90
100
110
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
DO NOT USE FOR
]E ]�L.�NS
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DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
DO NOT USE FOR
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
IINC®Ng1�L1E
DO NOT USE FOR
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DOCUMENT NOT CONSIDERED FINAL
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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
( NM ro Sc°le) (Not I° Smle) (Not to Smle) (NO to Scala) IN— to S.IB)
Frain ft �.IN°Nnl NONrpI hno�nd
Dirch o
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Ground 3., D A"" Dirch a OMe Tuck Georedile
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mu Key Riprop inb °Minimum °f 1N Channel -p1u
B Min, D=1.5 Ft. -3:1 BEHIND Min. D=1.5 F. °mini m of IN Chpnnel BonomFIT) GeotexXle g DYPI Nyp) lace Geotertile Under
GUARDRAIL RYE) CHANNEL BED CHANNEL BED
B=2 Ft. Length=41 R. r°d°ble) Length= 47 H. Rii in Location -
Min. D=2.SF1. Each SNe (voriobla) Dna<red by Engineer
FROM STA. 63+45 TO STA. 66+00-L-LT Est. 60 Tons of CIPss'I'Rip-RPp, Keyed -In Typa of Liner=CL'I'Rip-R°p-Keyed-In d=2.5FL La^gth=30 Ft.
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+05-SRYIDY3C- LT t° Top of Bank, Est 24 CY DDE •Place Gewenile Under Rip,ap Ezt 50 Tonz, Ezt 85 SY Geotextile d=2.0 - 3.0 Ft. o o Rn sio e.5,�� a� ya �n oa� op
FROM STA. 29+00 TO STA. 42+50 -SRYIA- LT FROM STA. 29+10 TO STA. 31+50 -$RYl DY3C- LT Eat 105 SY Georedile in Lomtam D.,!1d by Engineer 2170 CY DDE B=4.OF. E-30 Ton-OCln--TRipp Rnp,keyed-In, ht. 68 SY Ganteahle
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA.13+30-Y1RPA-' RT STA. 11+78-Y1RPD- LT STA. 29+10-SRYIDY3C- LT
L(T FROM STA. 32+10 TO STA. 34+60-SRYIDY3C- LT M O STA. 29+25-SRYIDY3C- RT PE
r,0 FROM STA. 34+60 TO STA. 40+50-SRYIDY3C- LT ti
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FROM STA. 10+75 TO STA. 12+00 -DR2- RT
-_ DATE
i
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i DETAIL 8-1
_ E—
SPEC 'V' DITCH E— CL 'B' RIP RAP
SEE DETAIL 8-2—E--E EST 2 TON$=
SY GF
CL 'B' RIP RAP � — —
EST 2 TONS
EST 7 SY GF
BANK STABILIZATIO
W/CL 'I' RIP RAP
SEE DETAIL B-3 —
WOODS
SPEC 2' BASE DITCH
SEE DETAIL 8-9
SPEC DITCH GRADING
SEE DETAIL 8-6
SPEC 2' BASE I
SEE DETAIL 8-1
CL 'B' RIP RAP
EST 2 TONS
EST 7 SY GF
E t5E
SPEC DITCH GRADING
SEE DETAIL 8-6
SODOM
—�.n1—
d nL d 4' PAVED SHOULD _ _ _i_ _ ^
----- ----------n---
----------------- US HWY 70 EBL 24'PAVED ROALWAY_______��/
REMOVE
-- ---------------
f°a.el 4'PAVEO svoumER
?B --` ��---- -- --- --—4'PAVEO SHOULDER -------- ------
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DETAIL 8-6
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( NOII. Smle)
IPA «y'�R/� "\POCK SP
*SEE CROSS SECTIONS Min. D=1.0 Ft.
FROM STA. 66+00 TO STA. 69+00 -L- LT A
FROM STA. 70+50 TO STA. 77+00 -L- LT Ji
RMIT DRAWING
ET 29 OF 89
�, Balfour Beatty
: 1 /15/2024 �� StN
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
50' 25' 0 50' 100,
SCALE:1"=100'
_ LU
LLJ
E E
PROJECT REFERENCE NO. SHEET NO.
R-5777C 8
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USE Po
CONSTRUCTION
INC®MPLE
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7W ACQUISITION
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STREAM SB 3 X / Xo SPECIAL BASE DITCH
TOE PROTECTION TOE PROTECTION IN WETLAND AREAS
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SEE DETAIL 8_2 FROM STA. 35+20 TO STA. 36+00-SRYIDY3C- RT FROM STA. 34+00 TO STA. 35+20-SRYIDY3C- RT
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FOR-YIRPA- PROFILE SEE SHEET 62
v v
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FOR-YIRPD- PROFILE SEE SHEET 65
FOR -DR2- PROFILE SEE SHEET 77
FOR -SRYIA- PROFILE SEE SHEET 79
FOR-SRYIDY3C- PROFILE SEE SHEET 85

Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
DETAIL 8-1 DETAIL 8-2 DETAIL K ST DETAIL 8-4 DETAIL 8-5 DETAIL 8-b R-5777C 8
SPECIAL BASE DITCH CULVERT INLET BANK STASILIZATION CULVERT OUTLET CHANNEL CULVERT INLET /OUTLET BANK STABILIZATION
SPECIAL 'V' DITCH SPECIAL DITCH GRADING
Na ro smlel INat to Scalel (Not to Scale, INot to scale, (Not to Scale, IN&to scale, p� ROADWAY DESIGN HYDRAULICS
2.1 ��d N°Nnl N—I ��// ENGINEER ENGINEER
Dirch o
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Ground 3.y D A Dirch a p�° Tuck Ge°tedile `� `F'
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u Min.D=1.5 F. a Minimum gI1N CM1anneI BOHOm Geotextile g ° Minimum °f1N Channel N EL pY➢, ��
Min. D=1.5 Ft. *3:1 BEHIND ITypI ITm) IrvPI (Typ) lace Geotextile Under
GUARDRAIL CHANNEL BED N Riprop in Locations , Z"�
B=2 Ft. Length-1 k. radablel Length= 47 H. �>
Min. D=2.SF1. Each SNe � jvariabrejED D�recred by Engineer 'SEE CROSS SECTIONS Min. D=1.0 Ff. a, b
FROM STA. 63+45 TO STA. 66+00 -L- LT Est. 60 Tons of Closs 'I'Rip-Rap, Keyee-In Typa of Liner=CL 'I' Rip-Rop -Keyed-In d=2.5F. Le^eth=ao Fl. FROM STA.66+00 TO STA. 69+00 -L- LT
FROM STA. 63+50 TO STA. 77+00 -L- RT FROM STA. 28+70 TO STA. 29+OS-SRYIDY3C- LT b Top of Bank, Es1.24 CY DOE •Place Gewenile Under Riprap Ezt 50 Tonz, Ezt 85 SY Geotextile d=zo - a.o Ft. oo Rn sioe.,���.a e� �a �n o °° A
FROM STA.29+00 TO STA.42+50-SRYIA- LT FROM STA. 29+10 TO STA. 31+50 -$RYl DY3C- LT Ebt. 1o5 sY Geotextile m Location: Dir«ted by engineer Est 170 CY DDE B=4.OF. Es1=30 Tons of Class'I'Ripe Rap, keyed -In, 168 SY Geotextile FROM STA.70+50 TO STA. 77+00 -L- LT Y
FROM STA. 30+50 TO STA. 31+60-SRYIDY3C- RT STA.13+30 -YIRPA- RT STA. 11+78-Y1RPD- LT STA. 29+10-SRYIDY3C- LT
/ \ o✓ FROM STA. 32+10 TO STA. 34+60-SRYIDY3C- LT 1 / V TA. 29+ 5-SRYIDY3C- RT 9
FROM STA. 34+60 TO STA. 40+50-$RYIDY3C- LT C \ IV (bz\ '� PERMIT D RAW I N G
J FROM STA. 41+50 TO STA. 42+70-SRYIDY3C- LT tb bZ v
FROM STA. 10+75 TO STA. 12+00 -DR2- LT l /�
FROM STA. 10+75 TO STA.
12+00 -DR2- RT 4� b SHEET 30 OF 89
17
Balfour Beatty'
\ 29 C6�v DATE: 1/15/2024
\\ /1� SPEC 2' BA DOCUMENT NOT CONSIDERED FINAL
�zy "� ��y� �b2 /lnti) v" �5€1: 6E7AI 8- 29 UNLESS ALL SIGNATURES COMPLETED
Q M G \ SPEC
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Q r S DETAIL 8-2 F--E ESP RA
T TO `/ ST 7 SY GF O
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— 28 2 bZ 1Ial I I z TEMPORARY SURFACE WATER IMPACTS k
\z I �I I � � b ��
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I I I 4 DETAIL 8-7 DETAIL 8-8
Q n FILL IN WETLAND DETAIL DITCH
ST EAM SB X / X� SPECIAL BASE DITCH
I G3 I ONO` d TOE_ TOE PROTECTION IN WETLAND AREAS
I Nm to Scale, INot to Scale, (Not to Smle)
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Type of Liner= Class 'B'Ripat°p Type of Liner= CL 'B'Rip-Rap FROM STA. 13+31 TO STA. 13+50 -YIRPA- RT 7
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a DIT H � / 2`a\`� ,g �c z FOR -LRT- PROFILE SEE SHEETS 38 & 39
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c� N STABILIZATIO m EF�DET S- Q $ 5 Y / Cl IP All �J C
W RAP N 2 / �ST 8 T S ^ TOE PROTECTION B-D� m FOR FOR _DR2--PROFIEE SEE SHEET /7
EE e s OFILE SEE SHEET 79
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N WETLAND WF SEE DETAIL 8 8 �J (�" /1
PRELIMIN
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W NOT USB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USE POR
7W ACQUISITION

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET C.
A CK C ECK D
STREAM SB
BANK
STABILIZATION
ROCK CHECK DAM
R-5777C
RW SHEET NO.
/CL 'I' RIP
RAP
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
1
ROCK CHECK DAM
10' 5'
0 10'
20'
INCOM PLE E FLANS
SCALE:
it
y
DO NOT USE FOR 6W ACOUBITION
m
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��
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PDE
SPEC 'V' DITCH;
CL 'B' RIP RAP
PD
EST 2 TONS
SY G F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
—
_ —
PERMIT DRAWING
SHEET 32 OF 89
DATE: 1 /15/2024
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\
I
MECHANIZED
CLEARING

Submittal February 6, 2024
0
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SHEET NO.
R-5777C JRY1DY3C7
1150
1
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120
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90
80
70
60
50
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1
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Submittal February 6, 2024
0
5 10
PROL REFERENCE NO.
SHEET NO.
R-5777C 3RY1
DUC7
1
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1130
120
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90
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60
50
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Submittal February 6, 2024
o,
0
n
PROJECT REFERENCE NO.
R-5777C
SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
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DO NOT USE FOR
E �L DNS
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C
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Est. 1 5 SY eofex ile in Locatio s Dire ednby nginee

Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
°
n R-5777C
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINC®Ng pL E E pL DNS
DO NOT USE FOR ®W ACQUISITION
CL STA 2+ 1 - RY1 Y3 - I E
1 7' 7' CB W 1FT SIL S
° , �� DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
3. 3:1 SKEWED 3:1 NORMAL
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T L " B VE ED HEADIAALL Tn IT
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Submittal February 6, 2024
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rurol F-1 1 °' Slope Ground Natural
No
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'ROM STA. 42+50 TO STA. 44+10 -SRYIA- LT FROM STA. 42+70 TO STA.43+57 -SRYIDY3C- LT LTT
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:ROM STA. 48+44 TO STA. 53+44 -SRYIA- LT FROM STA. 47+50 TO STA. 49+28-SRYIDY3C- RT
'ROM STA. 53+44 TO STA. 56+50 -SRYIA- LT FROM STA.49+32 TO STA. 53+90 -SRY1 DY3C- RT
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50' 25'
0
50' 100'
SCALE: 1"=100'
DITCH BERM TO EL 26.8
SEE SHEET 2D-4, DETAIL 13
PROJECT REFERENCE NO. SHEET NO.
R-5777C 9
IOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USB PO
CONSTRUCTION
INC®MPLE7W
E PLANS
DO NOT USB POR
ACOU ISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 37 OF 89
DATE: 1 /15/2024
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WETLAND WI I ROY M. ROY M. X a1N E80RN,
EEORUX EBO N ET UX
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SURFACE WATER IMPACTS UTHIT, P.
DOERNES ET UX
MONTY A.
CAMPBELL. ET UX
TEMPORARY SURFACE WATER IMPACTS
FILL IN WETLAND
u WETLAND WRR WETLAND EXCAVATION
ID CONSTRUCTION
02— STA,l3f15,0/
HAND CLEARING
FOR -LLT- PROFILE SEE SHEETS 39 & 40
FOR -LRT- PROFILE SEE SHEETS 39 & 40
FOR -SRYIA- PROFILE SEE SHEETS T9 & 80
FOR-SRYIDY3C- PROFILE SEE SHEETS 85 & 86
FOR -YID2- PROFILE SEE SHEET 89

Submittal February 6, 2024
O
Lo
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Q=
iv
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DETAIL 9-1 DETAIL 9-2 DETAIL 9-3
SPECIAL BASE DITCH SPECIAL 'V' DITCH STANDARD BASE DITCH
IN. re Smle) INot ro S<ale) INorro Smlel
Freer
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B=2 FL B=3.0 H.
,7 FROM STA. 78+50 TO STA.81+00 -L- 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
FROM STA.42+50 TO STA.44+10 -SRYIA- LT FROM STA.42+70 TO STA. 43+57 -SRYI DY3C- LT Ln
FROM $TA. 44+50 TO STA 48+44 -SRYIA- LT FROM STA 43+57 TO STA 46+00 -SRYI DY3C- LT
DETAIL 9-5
SPECIAL DITCH GRADING
4 (Nmm s<nle)
`sr� ~✓�RYge<E N sr
.SEE CROSS SECTIONSMin, D=1.0 Ft. ^ eN
FROM STA. 83+00 TO STA. 85+50 -L- RT /
FROM STA. 80+00 TO STA. 91+00 -L- LT
m
PROJECT REFERENCE NO. SHEET NO.
R-5777C 9
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT USB PO
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USR POR
7W ACQUISITION
FROM STA.48+44 TO STA. 53+44 -SRYIA- LT FROM STA. 47+50 TO STA. 49+28 -SRYI DY3C- RT STA. 49+30-SRYIDY3C- RT DETAIL 9-6 7
FROM STA.53+44 TO STA.56+50 -SRYIA- LT FROM STA. 49+32 TO STA. 53+90 -SRYI DY3C- RT SPECIAL DITCH GRADING
FROM STA. 54+20 TO STA. 57+00 -SRYI DY3C- RT
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V FROM STA. 11+00 TO STA. 12+50 -Y1 D2- RT I /�0
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FROM STA. 85+50 TO STA. 91+00 A- R7 '\Bz PERMIT D RAW I N G
Q, 2� o so< boon
CJ TAI; EF,L2 VESTMENTS, INC. ®2 / Q^/ 2q - SHEET 38 OF 89
SPEC 2'BASE DITCH ��jj (Zgb ABASE DITCH UUVJJ cL B RF ns� SCALE: 1"=1o� `+J
\) SEE DETA{C"�1� ,Lid SEE DETAIL 9-1N�' `� �� DATE: 1 /15/2024
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Submittal February 6, 2024

Submittal February 6, 2024
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Submittal February 6, 2024
DETAIL 10-1
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R-5777C
10
ROADWAY DESIGN
HYDRAULICS
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Submittal February 6, 2024
IF— ( y �ti —� 2>------� 2B PROJECT REFERENCE NO. SHEET NO.
n \ R-5777C 10
/ 5O' 21, O SO' ' 100r ROADWAY DESIGN HYDRAULICS
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�B anJ FOR-SRYIA- PROFILE SEE SHEET 80
FOR-SRYIDY3C- PROFILE SEE SHEET 86

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
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ENGINEER
HYDRAULICS
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Submittal February 6, 2024
DETAIL 17-2 DETAIL 17-3 N / DETAIL 17-4 DETAIL 17-5 PROJECT REFERENCE NO. SHEET NO.
DETAIL 17-1 R-5777C 17
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH m CULVERT OUTLET BANK STABILIZATION CULVERT INLET BANK STABILIZATION
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ter. FROM STA. 38+00 TO STA. 40+50-SRY3DY4C- RT I1 STA. 25+78-SRY4B- LT 25+75 SRY4B- RT )
1 o '
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w S SURFACE WATER IMPACTS
H'
w r m m m
W -TEMPORARY SURFACE WATER IMPACT
M/a aaJN NrvI151x3
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— SEE PERMIT DRAWING
PRELIMIN
RY PLANS
W NOT USE Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB FOR,
7W ACQUISITION
DETAIL 17-7
CULVERT INLET CHANNEL
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Nalprol Nawml 50' 25' 0 50' 100'�
Gropnd 37 D 9\ G,apnd Balfour Beatty
LTprk Geotext le -
GeotexKle g ° Mim'I of le SCALE: 1" 100' DOCUMENT NOT CONSIDERED FINAL
Ke In Rip -Rap per Sfd. Dw 876.01 Min. D=2.OH. UNLESS ALL SIGNATURES COMPLETED
Type of Liner= Class 'I' Rip -Rap B=4.DFt. PERMIT D RAW I N G
Est. 80 Tons, Est. 170 SY Geoterzfile
Est. 45 CY DOE
CNN_ _ FROM STA. 30+30 TO STA. 30+95-SRY3DY4C- RT 1 1 SHEET 4 7 O F 8 9
Q _—� 0 NMONg \� SHEET 49 OF 89 DETAIL 17-8
\ NN I N SPECIAL DITCH GRADING
e �- �NNN�,B _ FOR -E RGEMENT 4 IN—. �e°Ie) F
Cc�,�uL�VvEe�RTQO�UITTLLEETT _ DATE: 1 /15/2024
--� _"- \\ \ \ - \- _TTN WR"51'nBi[I77.7'*- /CL T RIP IA 1 w��Is.
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\\\\ \\\ \ \ SEE DETAIL 17-4 WOODS MICHAEL D. HARDISON, ET UX `5P E 'SEE CRO55 SEj -
\ ��\\ \\\ \ \ \ r FROM STA. 199+00 TO STA. 203+00 -L- RT C I
1 \ \ \ E ro m FROM STA. 207+50 TO STA. 212+00 -L- LT
FROM STA.204+00 TO STA. 212+00 -L- RT MICHAEL D.
/HARDISON, ET X
NC DEPT. OF TRANSPORTATION N \\� \\\ \ry _\M S C
\�\ \\\ e o F FILL IN WETLAND Q ROBERT D. FISHER
SPEC 'V' DITCH
WOODS SEE DETAIL 17-1 \ \ F SPEC 'V' DITCH m
\ \ $EEDETAILI7-1 MECHANIZED CLEARING
ROCK CHECK DAM N
SEE DETAIL SHEEF 2D-4
Fsbs:os �T3_ DETAIL 9 \
CULVERT OUTLET CHANNEL
W/CL 'TRIP RAP (BANKS ONLY) SITE F \ \ V SNNVi
SLOPE =0.30% CULVERT INLEF C EA OVG �\ / REMO� ` b0 /
,pS,F DETAIL 17-6 (BANK STABILIZATION d� �,y\ '\ o \ \\ Q O
sMislx3 W/CL'I'RIP RAP N3 a X \ /
SEE DETAIL 17-5
SPEC 2' BASE DITCH ODS31 V0 Sf18
SEE DETAIL 17-2 ®gl
CL 'B' RIP RAP PEC 'V' DITCH \\ \ q� / - 0€
E57 2 TONS EE DETAIL 17-1 �- \_
EST 7 SY GF _ \ \ \� \ \\\SN1slk\ / /SPEC 'V' DITCH o lse
WILDLIIiiROGNYG \ \ � \ / /SEE DETAIL 17-11
GRADE TO ENTRACE
n REA(py�= ��=_ .\,� TIE TO EXTG SPEC 2' BASE DITCH CL 'B' RIP RAP _ I I'b o Tlw SS8
DITCH SEE DETAIL 17-2 EST 2 TON$ \. RE Jy I 1 d JN EfPU FGRASS
EST 7 SY GF �� - - oc 0_
O - \ \ , \o \`• - - s eN six)
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\ T 7F 7F T I EST 7 SY GF CL 'B' RIP RAP SEE DETAIL 17-10 1 'ssI SPEC 2' BASE DITCH
I SITE 15 DAVLIGF� DITCH W G 2 • - _ SEE DETAIL 17-2
SPEC 3' BASE DITCH \TT�.. ESTT7 SY NS GF
U"1 E T D IN N 8/a
SEE DETAIL 17-3 CULV T INLET CHANNEL s\�ITF7FWFLDLITE CTOSSING A ) I ELT
III/CL 'I' RIPRAP (BANKS ONL p �N7 —(FM
PROTECTION
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$EEDETAILI7a SEE PER QRING-CL'B'RIPRAP WETLAND EXCAVATION
p EST 2 TONS TIE FROM J3 1
SHEET 1 O 89 EST 5 SY GF UNITED STATES OF AMERICA EXTG DITCH fC
FOR ENLARGEMENT SEE DETAIL 11-9 (CROATAN NATIONAL FOREST) \ r
WETLAND WJ 7- HAND CLEARING 1 W00D5
DETAIL 17-9 \ \ Q
TOE PROTECTION IN WETLAND AREAS DETAIL 17-10 DETAIL 17-11 \ \
Nof fo scale) SPECIAL 'V' DITCH
SPECIAL BASE DITCH -
�\dos IN— to $wlel \ s
FOR -LLT- PROFILE SEE SHEETS 48 & 49 DkIt
Nawrol GrounN 3'�\�'\off Nawml A'� oso< Slope \ \
wenand aea � t Nmpml \ From FOR -LRT- PROFILE SEE SHEETS 48 & 49 Gropnd 3.7 t•\�`+ \
d Gropnd 3.7 D F\°' 0id FOR -Y9- PROFILE SEE SHEET 77 D \
Slope Min. D=1.0 Ff. \
a=1.o H. Geatexne U Min. D=1s N. FOR -Y10- PROFILE SEE SHEET 77 \ � \
B=2.0 Ft. FOR-SRY3DY4C- PROFILE SEE SHEETS 90 & 9/ \ A
Type of Liner= CL'B' Rip -tap FOR-SRY4B- PROFILE SEE SHEET 97 FROM
FROM A. 311+50 TO
OOS STA.111 92 SY94BR7LT \ 8 \
FROM STA. 31+16 TO STA. 31+53-SRY3DY4C- RT FROM STA. 32+00 TO STA. 37+30-SRY3DY4C- RT FROM STA. 10+50 TO STA. 11+00 -Y10- RT \

Submittal February 6, 2024
DETAIL 17-2 DETAIL 17-3 N DETAIL 17-4 DETAIL 17-5 PROJECT REFERENCE NO. SHEET NO.
DETAIL 17-1 R-5777C 17
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH m CULVERT OUTLET BANK STABILIZATION CULVERT INLET BANK sTABIUZATION
(Not to Sfolel INW to S 1e) Iy 1Nolto Sfple) (N. to Sfale)
(Nalco scale) r ROADWAY DESIGN HYDRAULICS
on�n "�f+ — t��°� �Pl-
ENGINEER ENGINEER
l4-1 A'� oTol Slope Nato, 1 •p.\ of From NP1-1 \ o< s Frant / 4�A'c 4 ^ d �"£� / F`Ground 3� Di h Ground 3� Dikh W L Tuck GeoreMila Tuck Geol 1.
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1„1 llYPl CHANNEL ie aifria��irc cogs T°P den3 U=kO Ft, al D'nfh Sio an 1u Ri p in Locations
'3:1 BEHIND B=2.0 FL B=3.0 F. g •Rio-aaP ro be o^ tm rnD Div by fag nz vP �nPC ry y°REo Directed by Engineer '�/ J h (✓ Drected En near N 1
FROM STA. 25+85 TO STA.29+00 -SRY4B- RT GUARDRAIL \\ m m Len lb 30 Ft. 2eom.d. TaP 'q0
FROM STA. 25+80 TO STA. 31+50-SRY43- LT FROM STA. 199+00 TO STA. 202+94 -L- LT FROM STA. 27+50 TO STA. 30+30-SRY3DY4 RT T d 30 R. of Dam saps °a S� (9 L
0 ht. Tonz of Class 'I' R'p Rap, keyed -In, Ezt. 46 SY Geotexlde Ezt.=20 Tonz of Clazz I Rip Rap, keyed -In, Ezt. 33 SY Geotextile
FROM STA. 20+00 TO STA.25+70-SRY4B- R7 FROM STA. 203+50 TO STA. 207+50 -L- LT '6
.. - EROMS7A. 38+00 TO STA. 40+50-SRY3DY4C- RT I I STA. 25+78-SRY46- LT 25+75 - k,,- RT �'� 2Q
�� SURFACE WATER IMPACTSUj
II
W /'� .
�,w m
-TEMPORARY SURFACE WATER IMPACT
O — - —
O M/a aaJN NrvI151x3
o = 5 _ �`Z� SEE PERMIT DRAWING STREAM SF
PRELIMIN
RY PLANS
DO NOT USB FOR
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
7W ACQUISITION
DETAIL 17-7
CULVERT INLET CHANNEL
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N.-I N-1
Ground G,aand
LTpd
50' 25' 0 50' 100'
-......
Balfour Beatty
Gealext le
Gemexdle 9 ° °mi— of 1N
-
SCALE: 1"-100'
DOCUMENT NOT
CONSIDERED FINAL
Kev-1n Rip-Rop per Std. Dw 876.01 Min. D=2.OFd.
Type of Liner= 0.170 'I' Rip -Rap B=4.DFf.
Est. 80 Tons, Est. 170 SY Geotexrile
ESL 45 CV DDE
p/a as
RT
1
UNLESS ALL SIGNATURES
PERMIT
COMPLETED
D RAW I N G
FROM STA. 30+30 TO STA. 30+95-SRY3DY4C-
N -_ 1 SHEET 48 UI' 89
SHEET 49 OF 89 DETAIL 17-8
Q SZ� SPECIAL DITCH GRADING
—f-- E-N�ARGEMENT NLVE T 1=falel I DATE: 1/15/2024
W/CL 'I' RIP I ry00DS 5P wgRige F D p\P�x� sP
SEE DETAIL 17 \ MICHAEL D. HARDISON. ET UX
CROSS SECTIONS Min. D=1.0 F. 4 -
/ FROM STA.199+00 TO STA. 203+00' -L- RT I
L ,y FROM STA. 207+50 TO STA. 212+00 -L- LT
FROM STA. 204+00 TO STA. 212+00 -L- RT MICHAE/HARDISON,ETD X
z f �ti NC DEPT. Of-`-fi1FAN5PORTATION �` \\ \ \ C n% ROBERT D. FISHER
FILL IN WETLAND
\ o
SPEC 'V' DITCHo�-
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ROCK CHECK DAM SEE DETAIL 17-1\ MECHANIZED CLEARING
SEE DETAIL,�IEET 2D-4
FS'b6KO9l DETAIL 9 \ \
13 CULVERT O�IW CHANNEL SITE L \�E _ \ / fti /
SS33JV
W/CL TRIP RAK NLYJ CULVERT LET C \ \ / REM NN\ \
AIL U K STA IL TION # \ \ \\ W b w lbg ( FlJ i -
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SPEC 3' BASE DITCH a \R DAVLIG�r DITCH EST 2 TONS 9G z N IR a SEE DETAIL 17-2
DETAIL 17-3 \ SITE 15 I EST 7 SY OF
�521L � CULVFjtT INLET CHA NEL '�� W LDLITE OSSING \ 1'1
CL TRIP RAP (RANKS NL Q..- C1 �I PROTECTION
SEE DETAI -7 EE PE IN EST 2 RIP PAP \ WETLAND EXCAVATION \
p TIE FROM S�
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\ (c
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WETLAND WJ a / NZ —Sz HAND CLEARING �i 1100D5
DETAIL 17-9
TOE PROTECTION IN WETLAND AREAS DETAIL 17-10 \� DETAIL 17-11 1� (Nat stale) \ ` �1+ SPECIAL 'V' DITCH
SPECIAL BASE DITCH (11 ) IN°t to swlel
I Not so $w1e1 ( 1
qz-
0 - LT- PROF1 9z' 5F(ETS 48 & 49 Dki, 1\
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Ground 3. A'' of Ditfh F7L 9 D
d 7 D F\o$lope ten, FOR -Y9- PRO S E SHEET 77
a=1.0 F. U rR -SO- PROFILE OF SHEET 77
Geolexne B Min. D=1.5 F. -Y/O- PROFILE
PROFIILtE SHEET
k� l
Type of Liner= CL'B' Rip-R.p B-2.0 FL 22 R-SRY4B- PRfIFJI�JSaE SH� 9 FROM STA. 31+50 TO STA. 31+92-SRY4B- LT g \ \
FROM STA. 32+00 TO STA. 37+30-SRY3DY4C- RT �' FROM STA. 10+34 TO STA. 11+00 -Y9- RT \
FROM STA. 31+16 TO STA. 31+53-$RY3DY4C- RT FROM STA. 10+50 TO STA. 11+00 -Y10- RT \

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-69
300
2110
260
240
220
21
180
160
1
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100
80
60
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Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-70
300
2110
260
240
220
21
180
160
1
0
120
100
80
60
40
20
1
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40
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Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
G
n R-5777C
C
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINC®Ng1�L1E ]E ]�L.�NS
DO NOT USE FOR ®W ACQUISITION
L STA 25 78-R4
P EL= 27.52 DOCUMENT NOT CONSIDERED FINAL
1 7' 7' CB W 1 FT SIL S UNLESS ALL SIGNATURES COMPLETED
o �EWI II
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Submittal February 6, 2024
PROJECT REFERENCE NO. SHEET NO.
0
n R-5777C
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
IINC®Ng1�L1E ]E ]�L.�NS
DO NOT USE FOR ®W ACQUISITION
CL STA 2 2 + 4 L—
GP EL 29.6 —L T—
I DOCUMENT NOT CONSIDERED FINAL
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Submittal February 6, 2024
DETAIL 18-1 DETAIL 18-2 DETAIL 18-3 DETAIL 18-4 DETAIL 18-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL SPECIAL DITCH GRADING 50' 25' 0 50' 100,
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B=20 H B=3.0 Ft. 'SEE CROSS SECTIONS Min. D=1.0 Ft.
Length=40H. Key -In Rip-R°p per 5k. 0wg. 8)6.01 Min. D=3.OFt.
FROM STA. 48+57 TO STA. 51+50-SRY3DY4C- RT Type of Liner=75 SY COIR FIBER MAT Type of Liner= CI— T Rip-Rop E=4.0R. FROM STA. 212+00 TO STA. 223+00 -L- RT
FROM STA. 34+55 TO STA.42+62 -SRY4B- LT Est.35 CY DDE Est. 25 Tons, Est. 43 SY G—f,#h FROM STA. 212+00 TO STA. 220+50 -L- LT
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FROM STA. STA.42 0 TO STA. 48+45-5RY3DY4C- RT FROM STA. 222 TO STA. 223+00 -L- LT
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DETAIL 18-6 I 8
STANDARD BASE DITCH ry 'y
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N.—I N-1
Ground r°°n
3.7 D 3.1
Min. D=3.0 Ft. I R. BOYD JR. WETLAND WK
8=2.0 Ft.
FROM STA. 43+90 TO STA. 45+00-SRY4B- LT RICHARD T. BOYD SALTWATER LAND STD T BASE DITCH
IL COMPANY,LLC EST 205 CY DDE
HJdnHJ DR SE
D DETAIL SHEET 2D-3 SLOPE=0.73..%6
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RIVER BLUFFS LIMITED PARTNERSHIP
SURFACE WATER IMPACTS
PROJECT REFERENCE NO. SHEET NO.
R-5777C 18
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
W NOT USE FOCONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
�W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
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DATE: 1 /15/2024
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Submittal February 6, 2024
DETAIL 18-1 DETAIL 18-2 DETAIL 18-3 DETAIL 18-4 DETAIL 18-5
SPECIAL BASE DITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL SPECIAL DITCH GRADING 50' 25' 0 50' 100,
I Nof to Swle) (Not to S.1 I (N°t t° Smle) (Nott° Scale)
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B=20 H B=3.0 Ft. 'SEE CROSS SECTIONS Min. D=1.0 Ft.
Length=40H. Key -In Rip-R°p per 5k. 0wg. 8)6.01 Min. D=3.OFt.
FROM STA. 48+57 TO STA. 51+50-SRY3DY4C- RT Type of Liner=75 SY COIR FIBER MAT Type of Liner= Class T Rip-Rpp B=4.0H. FROM STA. 212+00 TO STA. 223+00 -L- RT
FROM STA. 34+55 TO STA.42+62 -SRY4B- LT Est.35 CY DDE Est. 25 Tons, Est. 43 SY G—f,#h FROM STA. 212+00 TO STA. 220+50 -L- LT
FROM STA. +50 T TO STA. +45 --SRY48- LT STA. 48+55-SRY3DY4C- RT STA. 42+70 -SRY4B- LT FROM STA. 216+00 TO STA. 217 -L- M
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DETAIL 18-6 I 8
STANDARD BASE DITCH ry 'y
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N.—I N-1
Ground r°°n
3.7 D 3.1
Min. D=3.0 Ft. + R.BOYD JR. WETLAND WK
8=2.0 Ft.
FROM STA. 43+90 TO STA. 45+00-SRY4B- LT RICHARD T. BOYD SALTWATER LAND STD T BASE DITCH
I COMPANY.LLC EST 205 CY DDE
H7811H0 DR SE
D DETAIL SHEET 2D-3 SLOPE=0.73..%6
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" SEE PERMIT DRAWING N DETAILS 1 AND 2
SHEET 58 OF 89 SITE 16 N L'B'RIP PAP
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PROJECT REFERENCE NO. SHEET NO.
R-5777C 18
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
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W NOT USE POCONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
�W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
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FOR-SRY48- PROFILE SEE SHEETS 97 & 98

Submittal February 6, 2024
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R-5777C
PW SHEET NO.
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Submittal February 6, 2024
DETAIL 19-1 DETAIL 19-2 DETAIL 19-3 DETAIL 19-4 DETAIL 19-5 50' 25' 0 50' 100,
SPECIAL T' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING STANDARD BASE DITCH
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ROM STA. 54+25 TO STA. 56+60 -Si LT FROM STA. 223+00 TO STA. 223+50 -L- LT FROM STA. 45+00 TO STA. 46+60-SRY4B- LT
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PROJECT REFERENCE NO.
SHEET NO.
R-5777C
19
tOADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY
PLANS
DO NOT USE MI
L CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 59 OF 89
DATE: 1 /15/2024
FOR -LLT- PROFILE SEE SHEET 50
FOR -LRT- PROFILE SEE SHEET 50
FOR -Y8- PROFILE SEE SHEET 76
FOR-SRY3DY4C- PROFILE SEE SHEET 91
FOR-SRY4B- PROFILE SEE SHEET 98

Submittal February 6, 2024
DETAIL 19-1 DETAIL 19-2 DETAIL 19-3 DETAIL 19-4 DETAIL 19-5
SPECIAL 'V' DITCH SPECIAL BASE DITCH SPECIAL BASE DITCH SPECIAL DITCH GRADING STANDARD BASE DITCH
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ROM STA. 54+25 TO STA. 56+60-SRY4B- LT FROM STA. 223+00 TO STA. 223+50 -L- LT FROM STA. 45+00 TO STA. 46+60-SRY4B- LT
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JTC INVESTMENTS. LLC JTC INVESTMENTS. LLC JTC INVESTMENTS, LLC JOYCE H. JOHNSON
STD T BASE DITCH N O
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SEE DETAIL 19-5
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FILL IN WETLAND
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Erb— e�
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
19
tOADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMINARY
PLANS
DO NOT USE FOR
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
7W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 60 OF 89
DATE: 1 /15/2024
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FOR -Y8- PROFILE SEE SHEET 76
FOR-SRY3DY4C- PROFILE SEE SHEET 91
FOR-SRY4B- PROFILE SEE SHEET 98

Submittal February 6, 2024

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-79
300
2110
260
240
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21
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DETAIL 20-1
SPECIAL BASE DITCH
IN-. Scale)
N.ter.l oc c Front
Ground 37 D G �e Ditch
� � � Q° slope
l.-"J Min. D=2.0 R.
B=3.0 R.
F
FROM STA. 67+30 TO STA. 68+16 -SRY48- RT FRO
:OM STA. 62+50 TO STA. 63+58-SRY3DY4C- RT FR
Submittal February 6, 2024
50' 25' 0 50' 100' -
DETAIL 20-3 DETAIL 20-4 WETLAND WN SPESEE TAILD
ITCH DETAIL 20-2 20-8
SPECIAL 'V' DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL iOF PROTE TION
IN— to Scale) (Not to Sc.lel INot to Sc.le) SCALE: 1"=100' IL�LTsmPE. NLY) ^
Front N—I N.—I Notpr.l NONmI "I`L R P /-F /-
Ditch Ground 1.\ Ground Ground Ground [� p ES
Nat I p'`ec slope ?cl D 3.) D 3' } r "10=�0 CFS E55 SITE 19
Ground 3.y D Q Teck Geptenile `Tuck Geese file V10-98 FPS S AI
. Min;ro.ro prin ° Minip,.ro ogle Y
Min. D=1.5 Ft. Geotea;le B DYp) Geotexdle B (ryp) \ IF 7F T\� T T
Length= 28 R. Length= 25 R. \
Type of Liner-CL T Rip R, - Keyed -In Type of Liner 11. 'I' Rip -Rap - Keyed -In Min. D=3.0Fd. OLFT u CHANNEL ABILIZAT�ON � 7F
ROM STA. 56+60 TO STA. 57+85 -SRY48- LT Est 26 Tons, Est 55 SY Geore.tile Min.D=2.oR. Est 37 Tons, Est 65 SY Geote»ile B=4.OFL `7` �f` �h W',�L /IhRIP 1 Z�
M STA 63+70 TO STA 66+25-SRY3DY4C- RT E.30 CY DDE B=2 0 - 3 OR V
OM STA. 70+90 TO STA. 71+56 -SRY3DY4C- RT Est 10 CY DDSTA 58+70 -SRY48- LT � I T SE DE IS
20-6
STA. 63+69-SRY3DY4C- RT
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
20
LOADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
PRELIMIN
RY PLANS
DO NOT USE PO
CONSTRUCTION
INCOMPLE
E PLANS
Ib NOT USE POR
7W ACOU ISITION
SEE PERMIT
SHEET 70 89 ��� � +
FOR EN EMEN �Hy Balfour Beatty'
�VE*TP p
NqQ 8y'yjj� GEORGE E. BROW /-N • ='n �N DOCUMENT NOT CONSIDERED FINAL
V 1 UNLESS ALL SIGNATURES COMPLETED
?o,, / VERT L' PERMIT D RAW I N G
DIAMOND
CORPORATION JOHN BOYD JOHN BOYD HUGHES, ET UX PROPERTIES SHORE SOUTH SOUTH SHORE PROPERTIES, INC. m / / HW �� 7N SHEET 63 OF 89
HUGHES,ET UX
1 DRAWDOWN STRU RE W/TRASH RACK
UJ s i / + O SEE DETAIL E S 2D-1 AND 21 -2 DATE: 1 /15/2024
i RJ' DETAILS 1 AND 2
N / N BA K STABIL TIC)
JOHN BOYD /�3113HS sne uw R
HUGHES, ET UX / 301DI1S3d / SEE (TAIL 20-
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PIPE INLET CHANNEL \I I Ig�xo - I� ��4��§ \ • • • I 1SB •I/o-
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III III
SEE DETAIL 20-1 \ \ SN8I I n� III
RIVER BLUFFS LIMITED PARTNERSHIP S SURFACE WATER IMPACTS F FILL IN WETLAND • • \ II�JI Ii
m I I II II
DGT VENTURES,LLC mq
TEMPORARY SURFACE WATER IMPACTS MECHANIZED CLEARING
DETAIL 20-6 DETAIL 20-7 DETAIL 20-8 DETAIL 20-9
PIPE OUTLET CHANNEL STABILIZATION SPECIAL BASE DITCH COASTAL MINI
TOE PROTECTION SPECIAL DITCH GRADING (N.to style) STORAGE �N .I.) AND AREAS
(Nat° sr.le) 4 I —style) 4 OF NEW BERN
Nemr.l eea ON HWY 70, LLC `dot
rural EI Nptprol ._ v Groend 3.y D p'�oec Drch N.—I Ground' .6.1 y\�
trace ` Gro.nd sp 4RygDJP�P9 sp e�°" sli.pe wetmnd Are. t� Ir FOR -LLT- PROFILE SEE SHEETS 50 & 5/
S iuckGeoteatile " Min.D=1.s R. d =--J I FOR -LRT- PROFILE SEE SHEETS 50 & 5/
s" ro 1. SEE CROSS SECTIONS Min. D=1.0 Ft. B=2.0 FL d=1.0 Ft. GeoedBe • I FOR-Y4RPB- PROFILE SEE SHEET 73
° M�Nrn - I FOR-Y4RPC- PROFILE SEE SHEET 74
ehe� el Bed •pl.0 GeWeMile Under R;pmp FROM STA. 234+00 TO STA. 241+57 -L- LT �J�
Lenstn= zo n q.n.Nd ;n bwtionz Diretled by E�gi.... FROM STA. 234+00 TO STA. 246+00 -L- RT FROM STA. 68+24 TO STA. 69+00-SRY46- RT Type of uner= CL B' Rip -Rap ��' FOR-SRY3DY4C- PROFILE SEE SHEETS 91 & 92
Fsi 40 T°re�Est 7S SY G o'tm;, K'y'd-�n FROM STA. 236+00 TO STA. 239+50 -L- M FROM STA. 68+57 TO STA. 69+00-SRY4B- LT ''a FOR -SRY48- PROFILE SEE SHEETS 98 & 99
STA. 68+34-SRY4B- LT

Submittal February 6, 2024
50' 25' 0 50' 100, -
SPEC 2' E DITCH /
DETAIL 20-1 DETAIL 20-2 DETAIL 20-3 DETAIL 20-4 WETLAND WN SEE TAIL 20-8 /
SPECIAL BASE DITCH PIPE INLET CHANNEL PIPE OUTLET CHANNEL �t` iOF PROTE TION
SPECIAL 'V' DITCH
(Not to Scale) INot to Scale) (Not to bcale) INol to Scalel SCALE: 1"=100' ILL smPE. NL
Front N—I Nalvml L R /-
Dibh Gropnd \ Ground bb,f-1 N-1
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Ground 37 D A' �e Ground 3�f Y\moo' I`
Tack Gepteeile LTvck GeeN.iile b10=1.6 FPS 5 AI SITE 19 �i Y
D °Minimam prtn °Minimam efts
Min. D=2.0 R. Min. D=1.5 Ft. Gwteaile B DYPI Geohxdle B (TYP) \7F�Jl
B=3.0 R. Length= 28 R. Length= 25 R.
Type of Liner-CL T Ri,,-R P -Keyed-In TYpa of Liner=CL T Rip -Rap - Keyed -In Min. D=3.OF4. OLFT ET CHANNEL $TABI�IZA N
FROM STA. 56+60 TO STA. 57+85 -SRY48- LT Est 26 Toes, Est 55 SY Gwte.tile Min.D=2AR. Est 37 Tons,Est 65 SY G-te ile B=4.0Ff. `7` �f` �I` WFJjOL 'Z(I$`RIPY�G T
FROM STA. +50 T TO STA. 68+16-SRY4B- RT FROM STA. 63+90 TO STA. 66+56-SRY3DY4C- RT Er 30 cY DDESTA. 63+69-SRY3DY4C- RT2 0 - 3.aFt. Est l0 CY DDSTA. 58+70-SRY4B- LT v� ELP DEiP.IL 16-6 N
:OM STA. 62+50 TO STA. 63+58-SRY3DY4C- RT FROM STA. 70+90 TO STA. 71+56 �RY3DY4C- RT
I
DIAMOND
INDUSTRIAL
CORPORATION
NI
SPEC
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PROJECT REFERENCE NO.
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R-5777C
20
LOADWAY DESIGN
HYDRAULICS
ENGINEER
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DO NOT USB PO
CONSTRUCTION
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6 SHEET O H
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' V 1 t UNLESS ALL SIGNATURES COMPLETED
2 / r
SOUTH SHORE SOUTH SHORE PROPER, S, r p1 ,- PERMIT DRAWING
PROPERTIES, INC. / HW
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C"/u Ne V DATE: 1 /15/2024
SEE DETAIL 2D-1
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ci P
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-- _-- — dui— - --- ---- _� --
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-- -- ___--- ".4
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SHEET 66 OF 89
SPEC TBASE DITCH FOR ENLARGEMENT
SEE DETAIL 20-1 \
RIVER BLUFFS LIMITED PARTNERSHIP SURFACE WATER IMPACTS FILL IN WETLAND
TEMPORARY SURFACE WATER IMPACTS MECHANIZED CLEARING
DETAIL 20-5 DETAIL 20-6 DETAIL 20-7 DETAIL 20-8
PIPE INLET BANK STABILIZATION PIPE OUTLET CHANNEL STABILIZATION SPECIAL BASE DITCH
IN
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STA. 68+34-SRY4B- LT
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FOR -LRT- PROFILE SEE SHEETS 50 & 5/
FOR-Y4RPB- PROFILE SEE SHEET 73
FOR-Y4RPC- PROFILE SEE SHEET 74
FOR-SRY3DY4C- PROFILE SEE SHEETS 9I& 92
FOR -SRY48- PROFILE SEE SHEETS 98 & 99

Submittal February 6, 2024

Submittal February 6, 2024

Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
0
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ENGINEER
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ENGINEER
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Submittal February 6, 2024
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Submittal February 6, 2024
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DATE: 1 /15/2024

Submittal February 6, 2024

Submittal February 6, 2024
0
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R-5777C
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Submittal February 6, 2024
0
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PROL REFERENCE NO.
SHEET NO.
R-5777C
SRY4B-8
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Submittal February 6, 2024
0
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PROJ. REFERENCE NO.
SHEET NO.
R-5777C
SRY4D-4
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Submittal February 6, 2024
CRAVEN CRAB JONATHAN
COMPANY INC. FULCHER
SPEC. 2' BASE DITC
SEE DETAIL 25-1
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25
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FOR-SRY4D2- PROFILE SEE SHEET /0/

Submittal February 6, 2024
CRAVEN CRAB JONATHAN
COMPANY INC. FULCHER
SEE DETAIL 25-1
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SHEET NO.
R-5777C
25
IOADWAY DESIGN
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INVESTMENTS,LLC
REUBEN JULIUS
LOGAN, ET UX
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SPECIAL BASEleDITCH SPECIAL 'V' DITCH PIPE INLET CHANNEL SPECIAL DITCH GRADING
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FOR -LLT- PROFILE SEE SHEETS 56 & 57
FOR -LRT- PROFILE SEE SHEETS 56 & 57
FOR-SRY4A- PROFILE SEE SHEETS 94 & 95
FOR-SRY4D2- PROFILE SEE SHEET /0/

Submittal February 6, 2024
\
PROJECT REFERENCE NO. SHEET NO.
R-5777C
SITE 21
N
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83jAq
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PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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INC®NIIPILE FE PLANS
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10' 5' 0 10,
20' 1 DO NOT USE FOR 6W ACOUBITION
SCALE: 1"= 20'
E
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STREAM SJ
UNLESS ALL SIGNATURES COMPLETED
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SHEET 77 OF 89
DATE: 1 /15/2024
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70 EB
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Submittal February 6, 2024
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
200
0
0
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ENGINEER
HYDRAULICS
ENGINEER
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Submittal February 6, 2024
DETAIL 26-1 DETAIL 26-2 DETAIL 26-3
SPECIAL BASE DITCH TOE PROTECTION IN WETLAND AREAS SPECIAL DITCH GRADING F FILL IN WETLAND
1 Not t° Scel°I 1 Na ro Sc°lel 1 N. m Seel 4
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HEET 77 OF 89
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\
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TOE PROTECTION
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SITE
CL'B'RIP RAP
T
T
T
T
T
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T \ EST 10 O S
\ 1
EST 20 SY OF
1 T
T
T
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TT
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PPP`\ 1�T T
T
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T
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WETLAND WY
T
T
T
T
T
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50' 25' 0 50' 100,
SCALE: 1"=100'
�q0
PROJECT REFERENCE NO. SHEET NO.
R-5777C 26
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMINARY
PLANS
DO NOT USE FOR
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Ln
PERMIT DRAWING
SHEET 79 OF 89
DATE: 1 /15/2024
F
M/N 'JNI151X3 t o
� N
L 00
of wLI
-- ---- ---- o
— SPEC—'HTRADING— ---- w o
-------- SEE DETAIL 26-3 +
Z (9 N
—— Uj
—_—_ — --- H Q W
------------------
SPEC DITCH GRADING I
15"RCP4
EI-
a F T /J %✓ T T T T T T T T T T T T T T I i
/T i`2F T T T T T T T T T T T T T T TI NICK ARNOLD ERNEST BARYON STARK
7 T / F T T T T ^IT T T T T T T T T T T !y I se
' — — — — — — — — —elM— — — — - \ lHJ .Rb L
7 T ; T T T T !T T g> WETLAND WZ -
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1
SPEC DITCH GRADING
i
arri�nry�''amr
r.Tgo
�.IMf s,r yglr..
PERMITTED UNDER
R-5777AB /U-5713 PROJECT \ \
MICHAEL GLENN HDFFMAN, ET AL \
HARRY C. DDNCAN JR.
I
J
FOR -LLT- PROFILE SEE SHEETS 57 & 58
FOR -LRT- PROFILE SEE SHEETS 57 & 58
FOR-SRY4A- PROFILE SEE SHEET 95

Submittal February 6, 2024
DETAIL 26-1 DETAIL 26-2 DETAIL 26-3
SPECIAL BASE DITCH TOE PROTECTION IN WETLAND AREAS SPECIAL DITCH GRADING F FILL IN WETLAND
1 Not t° Sc°I°I 1 Na ro Sc°lel 1 N. m Scelel 4
Netur°I
Gro°ed 3. 6.� °c D'ncN Nat°rol Gro°nd' \ °c g\oQ° V 'I• \�;
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°f Liner= CL'B' Ri Re FROM STA. 324+00 TO STA. 326+00 -L- LT
FROM STA. 75+90 TO STA. 80+90-SRY4A- LT T
YP° F- P FROM STA. 324+00 TO STA. 326+00 -L- RT
FROM STA. 81+65 TO STA. 83+20-SRY4A- LT F.RM STA. 3z�4100 TO STA. 336+00 -L- M HAND CLEARING
Ln
N
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SITE 22 \vJ CL'B'RIP RAP /
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/ NICK ARNOLD
- WETLAND WZ
IMPACTS S ADED GRAY \
PERMITTED UNDER
R-5777AB /U-5713 PROJECT \
MICHAEL GLENN HUFFMAN, ET AL \
HARRY C.DUNCAN JR.
I
50' 25' 0 50' 100,
SCALE: 1"=100'
�q0
PROJECT REFERENCE NO.
SHEET NO.
R-5777C
26
tOADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
PRELIMINA
RY PLANS
DO NOT USE FOR
CONSTRUCTION
INCOMPLE
E PLANS
DO NOT USE FOR
/W ACQUISITION
Balfour Beatty StN'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Ln
PERMIT DRAWING
SHEET 80 OF 89
DATE: 1 /15/2024
� Qti
0`
Q + N
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— — 1
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SPEc�ITCH-GRADmT aC� ---- w O
SEE DETAIL 26-3 +
zLjj
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EC�s [CE-GRAWRG. 0f C J
—43—F
I STARI,�,
J
FOR —LLT— PROFILE SEE SHEETS 57 & 58
FOR —LRT— PROFILE SEE SHEETS 57 & 58
FOR—SRY4A— PROFILE SEE SHEET 95

Submittal February 6, 2024
0 10 20
PROL REFERENCE NO.
SHEET NO.
R-5777
L-115
300
2110
260
240
220
21
180
160
1
0
120
100
80
60
40
20
20
40
60
80
100
120
1
0
160
180
200
220
2
0
2
0
2110
300
PERMIT
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w
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r
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120
100
60
402
20
60
1
0
140
1
0
1 140
1110
200
220
2,10
260
2110
300

Submittal February 6, 2024
0 10 20
PROJ. REFERENCE NO.
SHEET NO.
R-5777
L-116
300
2110
260
240
220
2110
180
160
1
0
120
100
80
60
40
20
20
40
60
80
100
120
1
0
160
180
200
220
2,10
2
0
2110
300
PERMIT
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SHEET
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1 /
5/
02
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2110
300

Submittal February 6, 2024

F-
LU
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Submittal February 6, 2024
k-�\/ y � � �' Nl ��\
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50' 25' 0 50' 100,
SCALE: 1"=1
11
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a "\ N C I# �� �, \ A
\�'� WALTER T. IVES, JR. ET U
SITE 24
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ETAIL 32-4
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m1
ET�85OF89 may,
t R G RY \ I
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110 \ \'m I \
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DETAIL 32-1 DETAIL 32-2
PROJECT REFERENCE NO. SHEET NO.
R-5777C 32
tOADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
PRELIMIN
RY PLANS
DO NOT UBB Po
CONSTRUCTION
INC®MPLE
E PLANS
DO NOT USB POR
/W ACQUISITION
Balfour Beatty �'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PERMIT DRAWING
SHEET 84 OF 89
DATE: 1 /15/2024
JAMES THOMAS KILLINGSWORTH, ET UX
a�ag�
� d�a No3
\Q
�3
JOHN R.BOOHER,ET UX
SPECIAL 'V'DITCH PIPE OUTLET CHANNEL
SURFACE WATER IMPACTS
IIA to Scale) ( NO UTL $cala)
Front Nao� I Natural
DHch 3.J .1 G.wn
Ground 3;J� A-.
ec Slope d p 3
D Min. D=2.0 F1.
Min.D=1.5 Ft. B Mnz. d=,.D h. TEMPORARY SURFACE WATER IMPACTS
B=3.0 F1.
Length=42Ft. I
FROM STA, 52+ 00 TO STA. 53+88-SRY1C- LT Type of Liner=120 BY COIR FIBER MAT
91
FROM STA. TO STA. --SRY1C- LT Est. 40 CY DDE
FROM STA. 11+00 +00 TO STA. 14+00 +00 SRYI DY3C- LT STA. 54+60-SRY1C- RT
FROM STA. 12+00 TO STA. 14+00-SRYIDY3C- RT
DETAIL 32-3
TOE PROTECTION
(Nw m Scale)
oa
'%��� SLOPE
GaOUND d F
GEOTEXIILE
d=1.0 Ft.
Type of l-i-- CI -A 'B' Rip -Rap
FROM STA. 38+50 TO STA. 39+62 -Yl- RT
FROM STA. 39+76 TO STA. 41+09 -Yl- RT
FROM STA. 41+24 TO STA. 42+00 -Yl- RT
DETAIL 32-4
PIPE OUTLET CHANNEL
IN— S,-)
Natural
Ground 3 3�
D
Nmurol
Ground
d 1
Tuck Georexlile
GeoteNile g
a Minimum of 1N
0YP1
Min. D=3.OFt.
Length= 30 Ft.
d-4.0F.
Type of Liner-CL'1' Rip -Rap - KeyedJn
B=S.OFL- 11.OFt.
Est 52 Tons, Est 90 SY GeateNila
E� 90
IVarieble at52
at OoHet)
STA. 40+90 -Yl- LT
FOR -Yl- PROFILE SEE SHEETS 60 & 61
FOR-SRYIC- PROFILE SEE SHEET 84
FOR-SRYIDY3C- PROFILE SEE SHEET 84

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)
1
14+56 to 15+65-L-
1@7'x7' RCBC
0.005
0.006
0.006
40
15+16 to 15+65-L-LT
INLET CHANNEL
0.005
0.004
19
19
14+56 to 14+87-L-RT
OUTLET CHANNEL
0.015
0.002
54
11
2
20+07 to 20+70-L-LT
ROADWAY FILL
0.010
22+60 to 22+81-L-LT
0.001
3
29+31 to 29+62-SRY1C-LT
42" RCP
0.007
4
29+69 to 29+80-SRY1 C-RT
42" RCP
0.001
5
29+70 to 32+33-Y1-
ROADWAY FILL
0.494
0.080
0.001
18+37 to 22+01-Y1 LPD-
26+34-26+38-Y1 RPD-LT
6
14+31 to 16+39-SRY1 DY3C-
30" RCP
0.121
0.030
0.032
7
56+14 to 56+26-L-RT
66" RCP OUTLET CHANNEL
0.001
0.002
6
15
18+83 to 19+46 -Y1 RPD-
66" RCP
0.010
91
18+81 to 18+94-Y1 RPD-RT
INLET CHANNEL
0.002
15
18+85 to 18+94-Y1 RPD-RT
INLET BANK STABILIZATION
20
19+20 to 19+46-Y1 RPD-LT
OUTLET CHANNEL
0.001
13
19+20 to 19+37-Y1 RPD-LT
OUTLET BANK STABILIZATION
25
TOTALS*:
0.627
0.000
0.000
0.128
0.033
0.037
0.011
255
73
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

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)
7
20+16 to 21+75-SRY1DY3C-
66" RCP
0.126
0.050
0.043
0.013
156
21+38 to 21+56-SRY1 DY3C-LT
INLET CHANNEL
0.001
9
21+41 to 21+56-SRY1 DY3C-LT
INLET BANK STABILIZATION
20
20+39 to 20+60-SRY1 DY3C-
OUTLET CHANNEL
0.002
0.001
34
17
8
63+34 to 63+43-L-RT
1@6'x7' RCBC OUTLET CHANNEL
0.004
0.003
23
15
29+06 to 29+10-SRY1 DY3C-
1 @7'x7' RCBC
0.007
0.007
67
29+05 to 29+10-SRY1 DY3C-LT
INLET CHANNEL
0.002
22
29+05 to 29+10-SRY1 DY3C-LT
INLET BANK STABILIZATION
30
29+15 to 29+33-SRY1 DY3C-RT
OUTLET CHANNEL
0.002
28
29+15 to 29+29-SRY1 DY3C-RT
OUTLET BANK STABILIZATION
30
9
34+03 to 35+29-SRY1 DY3C-RT
ROADWAY FILL
0.062
0.014
0.004
10
42+04 to 42+30-SRY1 DY3C-RT
ROADWAY FILL
0.002
0.002
11+24 to 12+95-Y1 D2-RT
ROADWAY FILL
0.013
0.010
0.029
11
49+26 to 49+33-SRY1 DY3C-RT
36" RCP
0.001
14
49+28 to 49+32-SRY1 DY3C-RT
OUTLET CHANNEL
0.001
0.001
12
15
12
94+40 to 94+99-L-
60" RCP
0.008
105
61+06 to 61+14-SRY1 DY3C-RT
94+40 to 94+53-L-LT
INLET CHANNEL
0.002
20
94+47 to 94+53-L-LT
INLET BANK STABILIZATION
16
TOTALS*:
0.201 1
0.000
1 0.010
0.073
1 0.078
j 0.036
1 0.012
1 507
1 126
1 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

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)
13
103+70 to 103+91-L-RT
48" RCP
0.003
18
103+70 to 103+79-L-RT
OUTLET CHANNEL
0.001
0.001
20
11
14
25+64 to 25+84-SRY4B-
1@7'x7' RCBC
0.001
7
25+68 to 25+83-SRY4B-RT
INLET CHANNEL
0.003
18
25+72 to 25+83-SRY4B-RT
INLET BANK STABILIZATION
25
25+64 to 25+84-SRY4B-LT
OUTLET CHANNEL
0.001
10
25+68 to 25+84-SRY4B-LT
OUTLET BANK STABILIZATION
30
202+88 to 203+25-L-LT
1 at TxT RCBC
0.001
11
202+95 to 203+14-L-LT
OUTLET CHANNEL
0.004
0.003
31
21
15
201+66 to 203+45-L-RT
2@7'x7' RCBC
0.099
0.043
0.033
0.089
16
220+32 to 220+55-L-LT
54" RCP
0.004
33
220+43 to 220+55-L-LT
OULET CHANNEL
0.002
0.001
20
7
17
231+01 to 232+19-L-RT
ROADWAY FILL
0.004
0.019
0.016
18
234+52 to 236+79-L-
72" RCP
0.017
223
235+03 to 235+22-L-RT
INLET CHANNEL
0.001
0.001
26
10
236+47 to 236+79-L-LT
OUTLET CHANNEL
0.002
0.002
16
21
TOTALS*:
0.103
0.000
0.062
0.049
0.089
0.036
0.012
460
98
0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb

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)
19
68+13 to 69+40-SRY4B-LT
ROADWAY FILL
0.022
0.025
70+47 to 71+03-SRY4B-LT
0.010
0.012
20
18+84 to 19+61-SRY4D-
ROADWAY FILL
0.069
0.008
0.005
21
323+61 to 323+76-L-LT
66" RCP
0.006
64
323+61 to 323+69-L-LT
INLET CHANNEL
0.002
0.001
23
12
22
329+01 to 331+42-L-LT
ROADWAY FILL
0.138
0.018
0.019
23
39+61 to 40+24-Y1-
54" RCP
0.011
0.002
93
18
24
40+20 to 41+30-Y1-
54" RCP
0.012
0.001
126
18
40+71 to 41+03-Y1-LT
OUTLET CHANNEL
0.005
0.001
30
10
TOTAL
SHEET 84 OF 87
0.627
0.000
0.000
0.128
0.033
0.037
0.011
255
73
0
TOTAL
SHEET 85 OF 87
0.201
0.000
0.010
0.073
0.078
0.036
0.012
507
126
0
TOTAL
SHEET 86 OF 87
0.103
0.000
0.062
0.049
0.089
0.036
0.012
460
98
0
TOTAL
SHEET 87 OF 87
0.239
0.000
0.000
0.063
0.024
0.036
0.005
336
58
0
TOTALS*:
1.170
0.000
0.072
1 0.313
1 0.224
j 0.145
1 0.040
j 1558
1 355
1 0
*Rounded totals are sum of actual impacts
NOTES:
Site 20: Wetland WP Total Take West of-SRY4D- Due to Loss of Function: 0.039 ac (Impacts not included in table above)
Fill Mitigation = 2:1, Total Take Mitigation = 1:1
Revised 2018 Feb