HomeMy WebLinkAbout19970093 Ver 5_Permit Drawings_20090617..........
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SR 1557
(HULL RD) BEGIN STRUCTURE
SITE 11
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STATE
STATE PROJECT REFERENCE NO.
SHEET TOTAL
NO. SHEETS
N.C.
U-2928B
I
STATE PR ,N ,
F.APROLNO.
DESCRIPTION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
RAIL ENGINEER
P.E.
SIGNATURE.
ROADWAY DESIGN
ENGINEER
SIGNA TURE:
R"
P.E.
131m,��f (IM,
REV. NO., DATE BY APP. BY DESCRIPTION
PF
S
HNTB NORTH CAROLINA, P.C.
'7
343 E. Six Forks Road, Suite 200
Ra leigh, Nort h Carolina 27609
=;ImNTIC - 1 5 5 4
PROJECT NUMBER:
44875
STREAM & WETLAND IMPACTS DRAWING
PROFILE - NCRR, /NS
DESCRIPTION
err f
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C - 1 5 5 4 IV
PROJECT NUMBER:
NCGTP RAIL ACCESS 44875
STREAM & WETLAND IMPACTS DRAWING NO: W-01 B
60
55
CE WEST WYE
NCRR
BY APP. BY DESCRIPTION
M;
a
w
DATE
P
ITE
NCGTP RAIL ACCESS
STREAM & WETLAND IMPACTS
TYPICAL SECTION
SITE 2
KINSTON, NC
SITE 3:
PeRMANCHT WETLAND IMPACT 0.01 AC
r VVETLAND IMPACT ().02 AC
\ 1�1
'REV. NO. DATE BY APP. BY DESCRIPTION DESIGNED BY: NC DEPARTMENT OF
JAB TRANSPORTATION
DRAWN BY:
mr-M RNI DIVMO-�
ENGINEERING A14D SAFETY BRANCH
CAPITAL YARD
MAIL SERVICE CENTER
RALEIGH, NC 276WU"
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C - 1554
PROJECT NUMBER:
T P RAIL ACCESS, 44875
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21
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MAXAMMI MEN
DESCRIPTION DESIGNED Y.
CPV
DRAWN BY:
ENGINEERING AND SAMTY BRANCH
WE
70 60
BY APP. BY
TLANDIMPACT
DESCRIPTION
HnT; N*RTM CAAOLIIA, P.C.
343 E. Six Forks Road, Suite 2■0
Raleigh, North Carolina 27609
_-,-Ii;'TBC - 1 ? \4
50 60 70
50 60 70
SITE 3
KINSTON, NC
PROJECT NUMBER:
44875
DRAWING NO:
W-02D
SCALE:
,SHEET NO:
REV. NO. DATE BY APP. BY F IPTION
I; ; sit
Mod"
SITE 5:
PERMANENT WETLAND
IMPACT =
0.01 AC
TEMPORARY WETLAND
IMPACT =
0.01 AC
"GTP"
JIIIII
SITE 5
W-1
SpE IAL CUT
BASS DITGH
SEE DETAIL H
TDE TDE
ME TD
CLASS B RIP RAP CIO
REV. NO. DATE BY APP. BY F IPTION
I; ; sit
Mod"
DATE:
JUNE 17, 2009
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
BC
KINSTON, NC
70
DESCRIPTION DESIGNED BY:
JAB
DATE:
JUNE 17, 2009
20 10 0 10 20 30 40 50 60 70
KINSTON, NC
SHEET NO
70 60 50 40 30 20 10 0 10 20 30 40 50
DESCRIPTION
ENGINEERING AND SAFB7T BRANCH
60
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:4NTBC 15 5 4
E ale DITCH 'ype of Liner = PSRM
SEE C�T1I - -- — b= 5.0 Ft. e
TR. 47 +5 RT} L
F FROM - MAIN- STA. 53+50 TO STA. 54 +50 (LT) DETAIL N
_. ... a- ®DF17n®AAMr1 C`nni ID Uni C
,REV. NO. DATE
Y APP. BY
DESCRIPTION
RALEIGM
NORTH HNTB
343 E. Six Forks Road, Suite 200
4 .
HNT15C - 155 1
27609
Rail Access
PCZT 45 C V PCZPKA l==v 2" �lj / / / 1\ Nl.kl 1 -1-1
\40�lk/
/17BERM'V'DIT(CH U3
S IL P
SEE DETAIL P
MAXWELL FOODS, INC
-WLE- WETLAND BOUNDARY
DENOTES FILL IN
STREAM
WETLAND
DENOTES IMPACTS DENOTES EXCAVATION
IN SURFACE WATER W/Z IN WETLAND
NOTE:
DENOTES TEMPORARY IMPACTS DENOTES MECHANIZE[
IN SURFACE WATER CLEARING
SEE DWG. NO.
® FOR SECTION VIEW
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS
CULVERT AND PIPE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT
110
STA 45+00.00
ELEV 94.00' CD C:>
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w
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(+)2.
1.4000%
80
70
60
50
40
40
45 46 47 48 49 50 51 52 53 54' 55 56 57 58 59 60
PROJECT NUMBER:
44875
NCGTP RAIL ACCESS
STREAM & WETLAND IMPACTS DRAWING NO:
W-04B
SCALE: HORIZONTAL: 1 "=50'
VERTICAL: 1"= 10®
SHEET NO:
im
MAIN
Pvv*.�.�
ENGINEERING AND SAFETY BRANCH
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
MNTBC - 15 5 4
SITE 6
KINSTON, NC
F-F . ...... ...
Z171,
omo
0
MAXWELL FOODS, INC
13
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SITE 7A
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F
MAIN TRACK
CLEARING
DETAIL C
DETAIL D
DETAIL H
SPECIAL CUT BASE DITCH
LATERAL BASE DITCH
Not to Scale)
SPECIAL CUT BASE DITCH
(Not to Scale)
b
Not to Scale)
a I
�Na
Front
Ditch
Slope
-
N t I ,XFS11'ope
89/6
Front
Natural Ditch
Slope
urr
and
D
D
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Ground D
B
F t.
in. D=2.0 Ft.
0
LB j Min. D= 2.0 Ft.
B= 4.0 Ft,
UB
Min. D =1.0 R
4 t
.0 R
b= 5.0 Ft.
D® 2.0 R
FROM -MAIN-
STA. 98+95
0 ST +
1 +00 (LT)
0 STA. 102 C
FROM -MAIN- STA. 102+00 TO STA. 103+38 (LT)
FROM -MAIN- STA. 95+00 TO STA. 97+20 (LT)
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TYPICAL SECTION
-MAIN- STA. 90+00
DESCRIPTION
ENGINEERING AND SAFETY BRANCH
CAPITAL YARD
1"6 MAIL SERVICE CENTER
RALEIGIL NC 27699-UN
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:q mmkm T BC - 1 5 5 4
Rail Access
GT
PROJECT NUMBER:
44875
DRAWING NO:
W-05C
SCALE:
ill = 51
SHEET NO
CLASS B RIP RAP
La=12'
W=18'
T=12"
CLASS B RIP RAP
La=20'
W=6®
T=12"
"I 'I AA
WELL FOODS, INC
NOTE: DENOTES EXCAVATION
IN WETLAND
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS DENOTES MECHANIZED
CULVERT AND PIPE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT CLEARING
.. . ......... .
DESCRIPTION
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
PROJECT NUMBER:
44875
STREAM & WETLAND IMPACTS DRAWING NO:
v A ff
KINSTON, NC
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1554
DESCRIPTION
DESIGNED BY:
JAB
13
I
TOE PROTECTION
SEE DETAIL I
EST 112 SY PSRM
118-w-11140-wo
R"jq=*1
SEE DWG. NO. W- 07C FOR SECTION VIEW
I VVL- I Lr1%1mL-# L// b= 4.0 Ft.
b= 2.0 Ft. r ID -\jv1
Min. D= Varies
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS
I b= 5.0 Ft.
DENOTES MECHANZED
Type of Liner= PSRM B= 4.0 Ft
CULVERT AND PIPE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT
iY
CLEARING FROM -MAIN- STA. 113+00 TO STA. 120+00 (LT} FROM -MAIN- STA. 105+00 TO STA. 113+00 (LT) -MAIN- STI& 115+00 (RT)
PIPE HYDRAULIC DATA
PIPE HYDRAULIC DATA
PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 8
DRAINAGE STRUCTURE NO. 9
DRAINAGE STRUCTURE NO. 10
DRAINAGE AREA = 67.7
AC
DRAINAGE AREA = 677
AC
DRAINAGE AREA = 67.7
AC
DESIGN FREQUENCY = 100
YRS
DESIGN FREQUENCY = 100
YRS
DESIGN FREQUENCY = 100
YRS
DESIGN DISCHARGE = 3
CFS
DESIGN DISCHARGE = 50
CFS
DESIGN DISCHARGE = 38
CFS
DESIGN HW ELEVATION = 105,9
FT
DESIGN HW ELEVATION = 105.9
FT
DESIGN HW ELEVATION = 105.9
FT
100 YEAR DISCHARGE = 3
CFS
100 YEAR DISCHARGE = 50
CFS
100 YEAR DISCHARGE = 38
CFS
100 YEAR HW ELEVATION = 105.9
FT
100 YEAR HW ELEVATION = 105.9
FT
100 YEAR HW ELEVATION = 105.9
FT
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING ELEVATION = 107,9
120
FT
OVERTOPPING ELEVATION 107�9
FT
OVERTOPPING ELEVATION 107.9
FT
120
I
TOE PROTECTION
SEE DETAIL I
EST 112 SY PSRM
118-w-11140-wo
R"jq=*1
SEE DWG. NO. W- 07C FOR SECTION VIEW
I VVL- I Lr1%1mL-# L// b= 4.0 Ft.
b= 2.0 Ft. r ID -\jv1
Min. D= Varies
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS
I b= 5.0 Ft.
DENOTES MECHANZED
Type of Liner= PSRM B= 4.0 Ft
CULVERT AND PIPE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT
CLEARING FROM -MAIN- STA. 113+00 TO STA. 120+00 (LT} FROM -MAIN- STA. 105+00 TO STA. 113+00 (LT) -MAIN- STI& 115+00 (RT)
PIPE HYDRAULIC DATA
PIPE HYDRAULIC DATA
PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 8
DRAINAGE STRUCTURE NO. 9
DRAINAGE STRUCTURE NO. 10
DRAINAGE AREA = 67.7
AC
DRAINAGE AREA = 677
AC
DRAINAGE AREA = 67.7
AC
DESIGN FREQUENCY = 100
YRS
DESIGN FREQUENCY = 100
YRS
DESIGN FREQUENCY = 100
YRS
DESIGN DISCHARGE = 3
CFS
DESIGN DISCHARGE = 50
CFS
DESIGN DISCHARGE = 38
CFS
DESIGN HW ELEVATION = 105,9
FT
DESIGN HW ELEVATION = 105.9
FT
DESIGN HW ELEVATION = 105.9
FT
100 YEAR DISCHARGE = 3
CFS
100 YEAR DISCHARGE = 50
CFS
100 YEAR DISCHARGE = 38
CFS
100 YEAR HW ELEVATION = 105.9
FT
100 YEAR HW ELEVATION = 105.9
FT
100 YEAR HW ELEVATION = 105.9
FT
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING DISCHARGE = -
CFS
OVERTOPPING ELEVATION = 107,9
120
FT
OVERTOPPING ELEVATION 107�9
FT
OVERTOPPING ELEVATION 107.9
FT
120
B HNT13 NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C
40 30
115
110
105
W W, , M. �
IM
WALTER POOLE REALTY, INC
TOE PROTECTION
SEE DETAIL I
EST 73 SY PSRM TOE PROTECTION
SEE DETAIL I
EST 75 SY PSRW(""
DESCRIPTION
w
CD
OVERTOPPING FREQUENCY >bUU YRS
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION = 96.4 FT
100
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 2760•
:4NTBC-1 ..4
KINSTON, NC
L*
w
CD
OVERTOPPING FREQUENCY >bUU YRS
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION = 96.4 FT
100
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 2760•
:4NTBC-1 ..4
KINSTON, NC
70
60 50 40 30 20,
10 0 10
20 30 40 50
60 70
MAIN
70
70
0
65
10'MECH.
CA-
10'MECH.
65
CLEARING
CLEARING
60
60
55
55
TYPICAL SECTION
-MAIN- STA 125+00
50
50
70 60
50
DESCRIPTION
APP. BY
------------- -- ---------- -
DESCRIPTION DESIGNED BY:
PROJECT NUMBER:
44875
RAIL ACCESZ,
STREAM & WETLAN�I
KINSTON, NC
PIPE HYDRAULIC DATA
I
BRDGE HYDRAUC
LI DATA
DRAINAGE STRUCTURE NO. 13
DRAINAGE AREA = 45.1
AC
120
DESIGN DISCHARGE
= 854
CFS
DESIGN FREQUENCY = 100
YRS
DESIGN FREQUENCY
= 100
YRS
DESIGN DISCHARGE = 50
CFS
DESIGN HW ELEVATION
= 7Z8
FT
DESIGN HW ELEVATION = 801
FT
BASE DISCHARGE
= 854
CFS
100 YEAR DISCHARGE = 50
CFS
BASE FREQUENCY
= 100
YRS
100 YEAR HW ELEVATION = 80.7
FT
110
BASE HW ELEVATION
72.8
FT
OVERTOPPING FREQUENCY = >500
YRS
OVERTOPPING DISCHARGE
CFS
OVERTOPPING DISCHARGE
CFS
OVERTOPPING FREQUENCY
= >500
YRS
OVERTOPPING ELEVATION = 81.9
FT
OVERTOPPING ELEVATION
= 822
FT
BEGIN
END BRIDGE
100
BRIDGE
STA. 155+83.00
STA. 1 53+3100
90
------------- -- ---------- -
DESCRIPTION DESIGNED BY:
PROJECT NUMBER:
44875
RAIL ACCESZ,
STREAM & WETLAN�I
KINSTON, NC
2'LAT BASE DITCH
L Q
W-14
S-10
(PERENNIAL)
SPECIAL CUT
BASE DITCH
SEE DETAIL C CLASS B RIP RAP
12'
T=1 2"
DATE
JUNE 17, 2009
Rail Access
T IFMW'
Mill, 11
50 60 70
m
60 50
40 30 20 10 0 10 20
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Rale igh, Nor Car lina 27 609
NTt % C - 1554
30
40
1?--,il Acces.
rx"I'mommomp-l""ll"-
50 60 70
KINSTON, NC
V. NO. DATE BY APP. BY
En
SCALE;
i
HNTR NORTH CAROLINA, P.C. NTAL: VERTICAL: 1 "=1a°
343 E. Six Forks Road, Suite 20
Raleigh, North Carolina 27609
MNTBC - 15 5 4 SHEET
KINSTON, NC
SITE 12
m
13
W=8'
=12"
D
A"
DETAILAA
SPECIAL CUT DITCH
(Not °.c Scale)
Front
Natuwr�al—.
Ditch
Slope
Ground ED)
Min. D=
1.0 Ft.
FROM -Y4- STA. 6+00 TO STA.
11+50 (LT)
FROM -Y4- STA. 6+00 TO STA.
13+50 (RT)
FROM -Y4- STA. 15+00 TO STA.
16+00 (LT)
FROM -Y4- STA. 14+50 TO STA.
16+00 (RT)
SCALE:
HORIZONTAL: 1 "=50'
HNTB NORTH CAROLINA, P.C. SITE 12
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1554
1 7- 10
SHEET NO:
KINSTON, NC
a
a
a
w
SITE 12
KINSTON, NC
"TRANSPARK JCT"
aw
SITE 1' 2
DATE:
JUNE 17, 2009
343 E. S ix Fo rks Road, Suite 200
Raleigh, North Carolina 27609
4
SHEET NO:
KINSTON, NC
LO
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0
V)
z
LLI
z
(D
SITE 1' 2
DATE:
JUNE 17, 2009
343 E. S ix Fo rks Road, Suite 200
Raleigh, North Carolina 27609
4
SHEET NO:
KINSTON, NC
HISTORIC PROPERTY BOUNDARY
DOBBS SCHOOL DOBBSSCHOOL
171
11 . rr�
"GTP"
C
W B- WETLAND BOUNDARY F-1 01—i
Offsite Railroad
DENOTES FILL IN Su Natural
a Subb'allast Ground
F errc b Fill WALTER POOLE REALTY, INC
WETLAND Fabri —Td
LL11A ilter
c
Nape
DENOTES EXCAVATION Z6 d= 1.5 Ft. Sl
IN WETLAND Type f Liner = ? TONS, CL'' Rip-Rap b= 2.0 Ft. PSRM
TY A. GAY DENOTES MECHANIZED Filter Fabric= ?sy Type of Liner= PERM
CLEARING ST& 177+70 (LT) FROM -MAIN- STA. 166+50 TO STA. 176+00 (LT)
WETLAND IMPACT
DESCRIPTION
0 10 20 30
sm
Raleigh, North Carolina 27609
C-1554
KINSTON, NC
mr4niffilm
DESIGNED BY:
JAB
DRAWN BY:
PER
CHECKED BY:
JKK
DATE:
JUNE 17,2009
..... . . .. ...
IROJECT NUMBER:
Rail Access NClr...w2*TP RAIL ACCESS 44875
o"ll Ir 4� r- A i -A a v A Irr-Irl * M i A A
�
PROJECT NUMBER: 44879W
Nt..,GTP RAIL ACCESS,
WETLAND IMPACT
-----------
70 60
50 40 30 20 10 0 10 20 30 40 50
IKNGDMRING A" SUM'rY M"CH
`ww"w"m mma,
NO
IRAMWAIN "'17111, "WWWM1,11,
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:iNTO C - 1 5 5 4
SITE 13
KINSTON, NC
ad
PROJECT NUMBER:
NCGTP RAIL ACCESS 44875
STREAM & WETLAND IMPACTS DRAWING NO:
SITES 14A & 14B SCALE: HORIZONTAL: 1"=50'
VERTICAL: 1 "= 10'
SHEET NO:
0
SPECIAL CUIT DITCH
SEE DETAIL AA
JKK
DATE:
JUNE 17, 2009
NC DEPARTMENT OF
TRANSPORTATION 4*
RAIDIVUON
HN B NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1554
PROJECT NUMBER:
IN100.3"TP RAIL ACA'00%E^^
Lo zo zo
STREAM & WETLAN I
IMPACTS DRAWING NO: %A/ 1'30
KINSTON, NC
PIPE HYDRAULIC DATA
PIPE HYDRAULIC DATA
DRAINAGE STRUCTURE NO. 21
DRAINAGE STRUCTURE NO. 22
DRAINAGEAREA 10.5
CFS
DRAINAGE AREA = 0.6
CFS
DESIGN FREQUENCY 25
YRS
DESIGN FREQUENCY 25
YRS
DESIGN DISCHARGE = 24
FT
DESIGN DISCHARGE = 1.7
FT
DESIGN HW ELEVATION 841
4 nn &f P' A F-1 MICN,'g 9 A r7lP+ r- nee
CFS
%fm�
DESIGN HW ELEVATION 81.7
CFS
JKK
DATE:
JUNE 17, 2009
NC DEPARTMENT OF
TRANSPORTATION 4*
RAIDIVUON
HN B NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1554
PROJECT NUMBER:
IN100.3"TP RAIL ACA'00%E^^
Lo zo zo
STREAM & WETLAN I
IMPACTS DRAWING NO: %A/ 1'30
KINSTON, NC
IROJECT NUMBER:
Rail Access NCGTP RAIL ACCESS Tp -- dolar, STREAM 44875
;, ., WETLAND DRAWING
._ 4 <i,
SITE 15 SCALE: HORIZONTAL: 1 "=50'
VERTICAL: 1 10"
SHEET NO:
KINSTON, NC
"TRANSPARK JCT
No I
CLASS B RIP RAP
La = il'
W 15' SPECIAL C `T BASE DITCH
T = 12" SEE DETAIL H
WEST PHARMACEUTICAL SER INC
I
c5
N
N
N
. .........
:110
SS B RIP RAP
7'
7'
A, MIM
6121=01=11illm
DOWN EAST HOLDINGS, LLC
DETAIL V DETAIL J
DETAIL K
A 1 191 Il- m A Cl= ni-rrlu
PROJECT NUMBER:
NCGTP RAIL ACCESS 44875
n17 SITE 15-
r- L-- rxlvltAl 14 L-- 114 1 v v F— I 1-1A1'q Lj I 1VI 1 — U. 00
-r i in mAmAr r — n oa At-%
DESCRIPTION I
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
74NTBC - 15 5 4
+
to
CN
CN
00
z
Uj
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UJI
U.J
DESCRIPTION I
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
74NTBC - 15 5 4
90
80 70 60 51
95
90
85
90
TYPICA1 SFCTION 1
80 70 60 50 40 30 20 10 0 10 20 30 40 50
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:iNTLIC - 1554
%w
%X
PROJECT NUMBER:
44875
DRAWING NO:
W-15C
DESCRIPTION
DESIGNED BY:
lob
ICI NSTON, NC
(0
HILLCO LTD
— WLB-
WETLAND BOUNDART
DENOTES FILL IN
WETLAND
DENOTES EXCAVATION
JUNt 11, ZM1
r -
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:414TBC - 1 5 5 4
... .... . ....
PROJECT NUMBER:
44875
RAIL ACCES's
STREAM & WETLAND IMPACTS DRAWING NO: W-16B
nFTAII H
SPECIAL CUT BASE DITCH
Not to Scale)
Front
REV. NO.: DATE BY
DESCRIPTION
NC DEPARTMENT OF
TRANSPORTATION
AAZDIVUON
Wwm
1ORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Ral eigh, No rth Ca rolin a'27609
m mTB"'r6
PROJECT NUMBER- 44875
N(.�%17TP RAIL A C to-.mo* E S S
STREAM & WETLAND IMPACTS DRAWING NO: =11111 7 �w
"TRANSPARK JCT"
"I
WIN
13
[I
13
W-27
1%;mNu
SITE 16:
PERMANENT WETLAND IMPACT= 1.69 AC
TEMPORARY WETLAND IMPACT = U-58 AG
SPECIAL CUT BASE DITCH
�z U) SEE DETAIL H
HNTB NORTH s - T CAOLINA, .C.
m.m 343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:q Immm im R P
ING
90
85
V. NO DATE BY APP. BY DESCRIPTION
ENGINEERING AND SAFETY RRA.NCH
C"ITAL YARD
1"6 MAIL SERVICE CENTER
44k RALEIGIL NC 276"-1"6
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1554
KINSTON, NC
3
l
j.
I
UEZINU I EZO 1 1 I
I
Ivill). u_ 1.0 rL.
= 2.0 Ft.
min. L)= i.0 rz.
B= 2.0 Ft.
JURISDICTIONAL
I
FROM —MAIN- STA. 281+75 TO STA. 285 +00 ( T)
FROM —MAIN— STA. 281 +75 TO STA. 285-+-00 (LT)
I BOUNDARIES BASED ON ACOE APPROVED BY NCDOT
i
CLEARING
E
1
I
i
)
I
o
a
,
60
cn C +
I
1
Fn 00 Z �!
MO Ow coo cow
CL
:
1
w a-
........
i
...... _......._...._
270 271 272 273 274 275 276
277 278
279 280
281
282
283
284
285
DESCRIPTION
DESCRIPTION"i
7
ENGINEERING AND SAFETY BRANCH
C"ITAL YARD
1566 MAIL SERVICE CENTER
RALEIGH. NC 276"-IM4
HNTB NORTH
o
CAROLINA, P.C.
343 E. Six Forks Rad, Suite 200
Raleigh, North Carolina 27609
NIP— -111,
A PROJECT NUMBER: 44875
N %0.3"T P R A I LA C C`o4 E S S
NOTE: 6 Y B L-"" L-, v
IN WETLAND
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS DENOTES MECHANIZED
........... -
r.t 11 VFRT ANn PiPF I nf InN.1; RA.';Fn ONSTRFAM r.HANNFI ql IRVFY PRovinl=n RY Nr.nnT CLEARING
IN '171 A, m.
KINSTON, NC
CL
�Q
0
x
or_
ui
0-
IN '171 A, m.
KINSTON, NC
NOTE: L-1 IN &- WETLAND 1 14 I L- %J L-f X v r-% 1 1 %a 1 14
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS DENOTES MECHANIZED
CULVERT AND PIPE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT CLEARING
U)
o
UJI
12-
E. NO.' DATE BY APP. BY DESCRIPTION
DESIGNED BY:
JAB
DRAWN BY:
PER
PROJECT NUMBER: 44875
N(,.,GTr KAI L ACC E."S"S
& WETLAND IMPACTS DRAWING NO:
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
:4NTBC 15 5 4
KINSTON, NC
SCALE: HORIZONTAL: 1" =5Q°
VERTICAL: V= 10'
SHEET NO:
%talm
HNTE1 NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
m =
:qNTBC
Rail Accesl
.. ... .... .
N T P RAIL ACCESS
BUFFER IMPACTS
PROJECT NUMBER:
44875
DRAWING NO:
W-20A
SCALE: HORIZONTAL: 1"= 50'
VERTICAL: 1"= 10'
SHEET NO:
m
�41'1
E E
E
CLASS I RIP RAP
La = 29'
W = 26'
T=15"
co
WLB-
WETLAND BOUNDARY
SITE
19
DENOTES FILL IN
W-
0
WETLAND
DENOTES EXCAVATION
IN WETLAND
NOTE:
DENOTES MECHANIZED
CO-
JURISDICTIONAL WETLAND AND STREAM BOUNDARIES BASED ON ACOE APPROVED DELINEATIONS
CLEARING
--j
CULVERT I PE LOCATIONS BASED ON STREAM CHANNEL SURVEY PROVIDED BY NCDOT
.. ..... . ....
- -----
BEGIN OUTFALL
STA 10+00.00
ELEV 70.90'
80
EXISTING
GRADE
END OUTFALL
80
STA 23+2&00
ELEV 68.00'
70 ---------------------- ------------------ ------------------ - ------- (-)0.2184%
-------------------------------
70
---------------------------------------------------------------------
-----------------------------------------------------------------------
PROPOSED
60 GRADE
60
CO 0
w a-
10 11 12 13 14 15 16 17
18
19
20 21 22 23
INTI
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C ®1554
PROJECT NUMBER:
Rail Access NCk##-.7'*TP RAIL ACCESS 44875
R
MAXWELL FOODS, INC
T, BASE DITCH
DETAIL U
Q= O °U rl.
FROM -MAIN- STA. 53+50 TO STA, 54 +50 (LT)
DETAIL II
TOE PROTECTION
( Not to Scale)
'INKG"Up" RAIL MCA'"..
BUFFER IMPAC"T'S
DETAIL
PREFORMED SCOUR HOLE
N, vl w
uslall
level and Flush
'in natural ground i;
DETAIL P
Pipe or Ditch
Outlot A
A '...
'...
®® 1p �q tt°��ro A�g
ER V I! C 1
( Not to Scale)
Square Preformed
Scour Hole (PSH)
S= 5 Ft
Natural
(Rip Rep in
basin not shown
4= 2 Ft
Ground
for clarity)
RD
SECTION A -A
9
?SR
_
Min. i3® 1.0
Ft.
U 1'min)
_nn
b® 3.0 Ft.
i2° Mlrh wM fiber
Fabrk
TA. 53 °50 (LT)
n
FROM -MAIN- STA. 45+00 TO STA, 49+00 (RT4
'INKG"Up" RAIL MCA'"..
BUFFER IMPAC"T'S
(PERENNIA
�* TD
KINSTQ,,N
1%
7
"GTP"
W�=
HNTEI NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
Raleigh, North Carolina 27609
C -1654
NCGTP RAIL ACCESS
BUFFER IMPACTS
PROJECT NUMBER:
DRAWING NO:
IF Mw
MIMIll
DESIGNED B
NC DEPARTMENT OF ]ENGWEEMG AND � "
JAB
TRANSPORTATION 1"6 MUL SERVICE CEN*MR Rail Access
"rise
x T%,v- --GTP
NCtG7T'r" RAIL ACC
BUFFER IMPACTS
PROJECT NUMBER:
ESS
A DRAWING NO:
c
I
51
01
CID
rt
I-
CLASS B RIP RAP
U7
DOBBS SCHOOL
so... . . ................................
C
C
DETAIL C DETAIL H
SPECIAL CUT BASE DITCH SPECIAL CUT BASE DITCH
Not to Scale) Not to Scale)
Front Front
Natural Ditch Natural Ditch
Slope T Slope
around � S Ground D
-7 TD
W17
APP. BY DESCRIPTION
-11 01 T
HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
B Ralei g h, North Carolina 27 609
N T
4001
WI.Mm.,
JKK HNTB NORTH CAROLINA, P.C.
343 E. Six Forks Road, Suite 200
DATE: R a l e i g h , North Carolina 27609
JUNE 17f 2009 :iNTB C - 1 5 5 4
NCGTP RAIL ACCESS
BUFFER IMPACTS
SITE 13
•
PROJECT NUMBER:
44875
KNOW ml
ZZ
I
GRASS SWALE
"T
NSPARK
TOTAL DA = 7.09 AC
OFFSITE DA = 2.32 AC
LENGTH REQUIRED = 709 FT
LENGTH PROVIDED = 515 FT
Q2 = 7.0 CFS
`J2 = 2.0 FT1S
D2 = 0.6 FT
�s
Q10 =9.0CFS
V10 = 2.1 FTIS
® ®GLASS I P RAP
D10 =0.7FT
La= =T
-T PERM. CHECK DAM
--
T =15" (TYP.)
ce e B
a
UO
ISLE MAGES ROUSE
PSH
Q10 = 9,0 CFS
STA 190+70 MAIN
ZI EIP —
PREFORMED SCOUR HOLE
SEE DETAIL N
..........
NC DEPARTMENT I ENGMEP.MG