20210722 Ver 1_P-5726_Permit Drawing_20210506_20210518

(Version 2.08; Released April 2018)
47604.1.1 TIP No.:P-5726 County(ies):Rowan Page 1 of 1
TIP Number:Date:
Phone:Phone:
Email:Email:
County(ies):
CAMA County?
No
Design/Future:Year:N/A Existing:Year:
Aquatic T&E Species?Comments:
No N/A
N/A
Wetlands within Project Limits?
None
None
Supplemental Classification:
Train Station, Commercial, Industrial, Urban
Town Creek 12-115-3
0.1
0.14
Project Description
Proposed Project
Yadkin-Pee DeeRiver Basin(s):
City/Town:
0.3
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Raleigh, NC 27603
Address:
4/30/2021
RowanSalisbury
Brad Smythe, PE
862 Capital Blvd
WBS Element:
Non-Road FacilityWBS Element:
Brian Elam, PENCDOT Contact:
[phone]
905 Jones Franklin Rd
Raleigh, NC 27606
Contractor / Designer:
[phone]
Sungate Design Group, PA
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Rail Division - Design & Construction Branch Address:
General Project Information
P-572647604.1.1
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
P-5726 is an improvement project to add a pedestrian underpass and second platform at the Historic Salisbury Train Station in Rowan County. The project involves extending
an existing 3.75'x3.25' stone box culvert and consolidating existing drainge systems to tie and discharge to a common outfall. The outfall, a Tributary to Town Creek, is a
jurisdictional stream classified as Class 'C' waters by NCDEQ. Measures have been implemented to reduce impacts to the stream, including use of 2:1 fill slopes and
maintaining existing drainage patterns. Further, bank stabilization will be used along the remaining section of stream, to restore and preserve the integrity of its banks.
N/ABuffer Rules in Effect:
N/A
N/A
Waterbody Information
N/A
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
Class CNCDWR Surface Water Classification for Water Body
ac.
N/A
N/A
[e-mail]
Project Includes Bridge Spanning Water Body?Deck Drains Discharge Over Buffer?Dissipator Pads Provided in Buffer?N/A
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative)(If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)(If yes, provide justification in the General Project Narrative)
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1

h
c
u
o
r
c
engineering

NC GRID
NAD 83 NA 2011VICINITY MAP N.T.S.
4
DEPOT ST.E COUNCIL STE KERR ST TO CHARLOTTE, NC
RR SOUTH
TO LINWOOD, NC
RR NORTH
TIP PROJECT: P-5726RIGHT OF WAY DATE:
KEVIN LINDSEY, P.E.
NCDOT DESIGN ENGINEER
BRAD SMYTHE, PE
RAIL ENGINEER
DATE:
RAIL DIVISION
STATE OF NORTH CAROLINA
ROWAN COUNTY
PROJECT ENGINEER
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
P.E.
2018 STANDARD SPECIFICATIONS
GRAPHIC SCALESC204343 PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
LOCATION:
TYPE OF WORK:09/08/990
00
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT: ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
SIGNATURE:
P.E.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CN N CNORTH CAROLINA
SALISBURY TRAIN STATION SECOND PLATFORM
AND PEDESTRIAN UNDERPASS
GRADING, DRAINAGE, STRUCTURE,
RETAINING WALL, ARCHITECTURE

50 10050
50 10050
5 10 5

47604.1.1 P.E.
47604.2.1
47604.3.1

NA
NA
NA

P-5726
NC DEPARTMENT OF
TRANSPORTATION
ROW+UTILITY
CONSTRUCTION
2. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SALISBURY.
1. CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II.
NOTES:
FEBRUARY 28, 2019
TRIBUTARY TO TOWN CREEK
RALEIGH, NC 27699-1556
1556 MAIL SERVICE CENTER
CAPITAL YARD
DESIGN AND CONSTRUCTION BRANCH
PROJECT
BEGIN
PROJECT
END
SUBMITTAL:
Brentwood, TN 37027
5115 Maryland Way, Suite 225
NC License No. C-4639
CROUCH ENGINEERING NC PC
TOTAL LENGTH TIP PROJECT P-5726 = 0.16 MILES
LENGTH RAILROAD TIP PROJECT P-5726 = 0.16 MILES
RAILROAD
SOUTHERN
NORFOLK
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
RAILROAD
SOUTHERN
NORFOLK
NOVEMBER 17, 2021
MARCH 31, 2021
8836+18.16
-EX NS MAIN 1- STA
PROJECT
END
8827+65.58
-EX NS MAIN 1- STA
PROJECT
BEGIN
Baker Ct
Travis Ln
Sharon CtTravis Ln.35Moores
vill
eRd.
HH
S
LP
S
15" CPP
S
S
S
S
S
S
S
BO
P
HH
HH
HH
HH
TT
P
HH
HH
T
HH
HH
HH
E INNES ST
W INNES ST
I-85
I-85
S MAIN ST
KLUMAC STCONCORD RD.OLD N. LONG ST
F
E
RRY RDBRI
NGL
E CITY LIMITSDATE: 05-06-2021
SHEET 1 OF 5
PERMIT DRAWING -EX NS MAIN 1--EX NS MAIN 1-Sta. 8827+50.00-EX NS MAIN 1- POBSta. 8828+76.73-EX NS MAIN 1- PCSta. 8829+37.47-EX NS MAIN 1- PTSta. 8836+50.00-EX NS MAIN 1- POE8830+008835+00
-EX NS MAIN 1-
DS = 60
R = 23,000'
T = 30.37
L = 60.74
D = 0°14'57"
Δ = 0°9'5
PI Sta 8829+07.10
-EX NS MAIN 1--EX NS MAIN 1-Sta. 8827+50.00-EX NS MAIN 1- POBSta. 8828+76.73-EX NS MAIN 1- PCSta. 8829+37.47-EX NS MAIN 1- PTSta. 8836+50.00-EX NS MAIN 1- POE8830+008835+00
S47°24'36"W
S47°15'31"W
-EX NS MAIN 1-
DS = 60
R = 23,000'
T = 30.37
L = 60.74
D = 0°14'57"
Δ = 0°9'5
PI Sta 8829+07.10
S S SURFACE WATER
DENOTES IMPACTS IN
S
SITE 1 TS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HH
48" IRON
S
CONC
GR
GR
GR
CONC
1SMTL
1SBKBUS
2SBKBUS
1SBKBUS
CONC SW
CONC 6" MAPLE
CONC
CONC SW
GR
GRCONC SWCONC SWBENCH
GRANITE
BENCH
GRANITE
TRELLIS
WD
12" BRICK WALL
GRANITE BENCH
48" IRON
DEPOT ST. VARIABLE WIDTH PAVED ROADWAY
E COUNCIL ST.E KERR ST.VARIABLE WIDTH PAVED ROADWAYBST
CONC SW
CONC SW
CONC SW
CONC SW
1SBKBUS 2SFD
SHED
1SBKBUS
48" IRON
W/CONC BASE(3)
MTL LP
S
18" OAK
18" OAK 24" OAK
18" OAK18" OAK
12" OAK15" OAK
15" OAK 22" OAK
36" HARDWOOD
BST
BST
BST
1SMTLBUS
1SMTLBUS
2SMTLBUS
S
S
S
CONC
30" CONC C&G
30" CONC C&G
48" CONC C&G
30" CONC C&G
CONC
BST
CONC
20" OAK
BOX
RR SIGNAL
S
CONCS
LP
WELL
MONITORING
S S E LIBERTY ST.CANOPY
CONC E LIBERTY ST.PILLAR(13)
24" CONC
2STBRBUS
60" CHLTANK
PROPANE
BOX
RR SIGNAL
ON MTL POLE
SECURITY KEYPAD
BOX
ELEC.
CONC SW
LIGHT
RR SIGNAL
W/ CONC BASE
ART STRUCTURE CONCS
CONC SW
WALL
12" BRICK 30" CONC C&G 30" CONC C&G
30" CONC C&G
WELL
96" CHL & 3SBW96" CHL & 3SBW
WELL
WELL
INV=744.66'
CUL1
CEI
CUL2
INV=743.97'
36" CMP
BM1****************************************
BENCHTIE NAIL SET IN 20" OAK
BL STATION 6+47.00 125 LEFT
N 700755 E 1564282
BM1 ELEVATION = 753.87
****************************************
6" UNKNOWN
15" CPP
INV OUT=745.11'
15" RCP
DI
DI
DI
S
S
DI
DI
DIDI
DI
POSSIBLE JB
DI
DI
DI 4" PVC12" CPP
S
SIZE UNKNOWNS
DI
DI
DI
S
S
DI
CB
CB
CB
CB
POSSIBLE JB
DI
CB
DI
CB
LT LT LT LT LT
CONC CONC
CONC CONC
RR X ARM
RR X ARM
RR X ARM
RR X LIGHT
LTLTLT
LT
AREA
HVAC
LT
S
LT S LT LT
S
S
S
S
S S S S S S
S
LT
LT
COLUMNS
BRICK
LT
LTLTLT
LT
DEPOT ST. VARIABLE WIDTH PAVED ROADWAY
S
CONC DITCH
S
20" C&G
CONCBOLLARD
CONC
C ONCLT
RR X ARMRR X LIGHT
RR X ARM
RR X LIGHT BR12" STONE WW
8" CMP END NOT FOUND
12" STONE HW
WD RAMP
12" BR PLANTER
LT LTBO
12" STONE WW
72" CHL W/ 3SBW
E KERR ST.8" TC(SERVICE)8" TC
8" TC
8" TC
8" TC SIZE UNKNOWN6" TC 24" RCP24" RCP15
" RCP
15
" RCP
15" R
C
P12" RCP12" RCP
12" RCP
12" RCP
36" DIP24" RCP
24" RCP
36" DIP18" TC
FOUND
END NOT
TRENCH
15" RCP
12" CPP 12" CPP
8" HDPE
6" HDPE8" HDPE15" RCP 15" RCP
10" HDPE
12" DIP12" DIP
8" PVC
8" PVC
POSSIBLE LOCATION OF CULVERT SIZE UNKNOWN
HISTORIC SALISBURY FOUNDATION, INC.
PIEDMONT NATURAL GAS COMPANY CHANDLER CONCRETE
CHANDLER CONCRETE
NCRR
WALLACE PROPERTIES I, LLC
WALLACE PROPERTIES I, LLC
SOUTHERN RAILWAY COMPANY
PROPERTIES, LLC
KERR STREET
50.00'
50.00'
47.73'EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING RAILROAD R/W
EXISTING RAILROAD R/WEXISTING RAILROAD R/W EXISTING RAILROAD R/WEXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING RAILROAD R/WEXISTING RAILROAD R/W
EXISTING SOUTHERN RR R/W
EIP
EIP
ABAND TRACK ABAND TRACK
BROKEN LINE, NOT IN SERVICE
P
HH
HH
HH
TT
P
EOI
METER PULLED
METER PULLED
BACK FLOW PREVENTER
6 ", CIP, CITY OF SALISBURY (ABANDON)
EOI
HH
T
HH
HH
HH
VAULT W/ GRATE
ABANDON WATER
EOI
EOI
EOI
EOIEOI
EOI
EMPTY HAND HOLE
12 ", DIP, CITY OF SALISBURY
8 ", CIP, CITY OF SALISBURY 6 ", CIP, CITY OF SALISBURY
2 ", PVC, CITY OF SALISBURY
STATION
GAS TEST
CITY OF SALISBURY
2 ", PVC,
Piedmont Natural Gas Company Inc., 4 ", STEEL
Piedmont Natural Gas Company Inc., 2 ", PLASTIC
2 ", PVC, CITY OF SALISBURY
BOX (2)
ELEC.
CB
15" RCP
15" RCP
CB
POSSIBLE JB
36" CMPFOUND
END NOT
CB
FOUND
END NOT
FOUND
END NOT
FOUND
END NOT
CHAIR LIFT
FOUND
END NOT
DI DI
FOUND
END NOT
TO PIPE CAMERA INVESTIGATION
AND WAS MAPPED ACCORDING
IN BOLD IS NOT SURVEYED
PIPE SYSTEM SHOWN
24" CMP
6" PVC
(ASSUMED)
(2) 6" PVC
FOUND
END NOT
3" PVC
36" CMP
6' FROM WALL INVERT
PIPE COLLAPSED
24" RCP
STREET EOP
APPROX. E. COUNCIL
STA 8835+34.67
END PROPOSED PLATFORM
0.04% APPROX. GRADE TRHOUGH PLATFORM
FOR DETAILS
SHEETS S1-1 THRU S1-17
SEE STRUCTURAL
PROPOSED PLATFORM
STA 8829+34.67
BEGIN PROPOSED PLATFORM
STREET EOP
APPROX. E. KERR
NC GRID
NAD 83 NA 2011
740'
750'
760'
770'770'8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$740'
750'
760'
770'770'
h
c
u
o
r
c
engineering
765'
755'
745'
735'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 P-5726
R/W SHEET NO.
765'
755'
745'
735'
TO CHARLOTTE, NC
RR SOUTH
TO LINWOOD, NC
RR NORTH
8839+00 8825+008826+008827+008828+008829+008830+008831+008832+008833+008834+008835+008836+008837+008838+00
Brentwood, TN 37027
5115 Maryland Way, Suite 225
NC License No. C-4639
CROUCH ENGINEERING NC PC
730'
725'
730'
725'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-EX NS MAIN 1-
1
HISTORIC SALISBURY FOUNDATION, INC.
DB 627 PG 577
L
SALISBURY STATION
EXISTING
EX NS MAIN 1 STA 8836+88.30 - 120.54' RT
BENCHTIE NAIL SET IN 20" OAK
BM #1 ELEV = 753.87'
TRACK 1
NS MAIN
EXIST. T/R
PROPOSED PEDESTRIAN TUNNEL
3.25
CULVERT 3.75 x
MASONRY BOX
EXIST. STONE
0 50'25'50'
SCALE: 1"=100'
100'DATE: 05-06-2021
SHEET 2 OF 5
PERMIT DRAWING
SEE SHEET 4 OF 5
ENLARGEMENT VIEW
C
C
F F
F F FF
F
C
C
F C
-EX NS MAIN 1--EX NS MAIN 1-Sta. 8827+50.00-EX NS MAIN 1- POBSta. 8828+76.73-EX NS MAIN 1- PCSta. 8829+37.47-EX NS MAIN 1- PTSta. 8836+50.00-EX NS MAIN 1- POEF
8830+008835+00
-EX NS MAIN 1-
DS = 60
R = 23,000'
T = 30.37
L = 60.74
D = 0°14'57"
Δ = 0°9'5
PI Sta 8829+07.10
JB w/MH
48" RCP-III
4OTCB
RETAIN
RETAIN
RETAIN
RETAIN
DI
RETAIN
JB w/MH
JB w/MH
SEE DETAIL 1
LAT. 5' BASE DITCH
SEE DETAIL 2
EST. 120 TONS
EST. 165 SY GF
BANK STABILIZATION
CL 'I' RIP RAP
24" RCP-III
42" RCP-III
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1%
FROM STA. 8832+00 TO STA. 8832+90 -RR- LT
DETAIL 1
b=5-12 Ft.
B=5.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
EXTG. 36" CMP
REMOVE ± 146 LF
RCP-IV
15"
SEE DETAIL 3
SPEC. LAT. V-DITCH
FIELD ADJUST JB AS NECESSARY
ASSESS EXTG. PIPE CONDITION AND
REMOVE ±12 LF EXTG. 24" PIPE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 8834+35 TO STA. 8835+35 -RR- LT
Min. D=1.0 Ft.
DETAIL 3
Ground
Natural
Flatter3:1 or
From Sidewalk
Fill Slope
60" RCP-III
ADJUST DI
15" RCP-III 15" RCP-III
1
5
"RC
P
-III
STANDPIPES
AND ALL EXTG.
RETAIN CPP, PVC
2:12:1
(Variable)
CHANNEL BED
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
18"
Length= 43 Ft.
(Banks Only)
Geotextile

Type of Liner= CL I Rip-Rap - Keyed-In (Banks Only)
DETAIL 2
FROM STA. 8831+49 TO STA. 8831+92 -RR- LT
SEE SPECIAL DETAIL
JB w/SLAB LID
JB w/MH
OVE
REM-
EW
42" RCP-III
DRAIN
GRADE TO
2GI-A
(+) 0.5556%
ELEV=733.50
PI STA 8832+90 -RR- LT
BEG DITCH
ELEV=734.0
PI STA 8832+00 -RR- LT
END DITCH
ELEV=746.80
PI STA 8835+35 -RR- LT
BEG DITCH (+) 2
.4
0
0
0%
ELEV=744.40
PI STA 8834+35 -RR- LT
END DITCH
S S SURFACE WATER
DENOTES IMPACTS IN
S
SITE 1 TS
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
HH
48" IRON
S
CONC
GR
GR
GR
CONC
1SMTL
1SBKBUS
2SBKBUS
1SBKBUS
CONC SW
CONC 6" MAPLE
CONC
CONC SW
GR
GRCONC SWCONC SWBENCH
GRANITE
BENCH
GRANITE
TRELLIS
WD
12" BRICK WALL
GRANITE BENCH
48" IRON
DEPOT ST. VARIABLE WIDTH PAVED ROADWAY
E COUNCIL ST.E KERR ST.VARIABLE WIDTH PAVED ROADWAYBST
CONC SW
CONC SW
CONC SW
CONC SW
1SBKBUS 2SFD
SHED
1SBKBUS
48" IRON
W/CONC BASE(3)
MTL LP
S
18" OAK
18" OAK 24" OAK
18" OAK18" OAK
12" OAK15" OAK
15" OAK 22" OAK
36" HARDWOOD
BST
BST
BST
1SMTLBUS
1SMTLBUS
2SMTLBUS
S
S
S
CONC
30" CONC C&G
30" CONC C&G
48" CONC C&G
30" CONC C&G
CONC
BST
CONC
20" OAK
BOX
RR SIGNAL
S
CONCS
LP
WELL
MONITORING
S S E LIBERTY ST.CANOPY
CONC E LIBERTY ST.PILLAR(13)
24" CONC
2STBRBUS
60" CHLTANK
PROPANE
BOX
RR SIGNAL
ON MTL POLE
SECURITY KEYPAD
BOX
ELEC.
CONC SW
LIGHT
RR SIGNAL
W/ CONC BASE
ART STRUCTURE CONCS
CONC SW
WALL
12" BRICK 30" CONC C&G 30" CONC C&G
30" CONC C&G
WELL
96" CHL & 3SBW96" CHL & 3SBW
WELL
WELL
INV=744.66'
CUL1
CEI
CUL2
INV=743.97'
36" CMP
BM1****************************************
BENCHTIE NAIL SET IN 20" OAK
BL STATION 6+47.00 125 LEFT
N 700755 E 1564282
BM1 ELEVATION = 753.87
****************************************
6" UNKNOWN
15" CPP
INV OUT=745.11'
15" RCP
DI
DI
DI
S
S
DI
DI
DIDI
DI
POSSIBLE JB
DI
DI
DI 4" PVC12" CPP
S
SIZE UNKNOWNS
DI
DI
DI
S
S
DI
CB
CB
CB
CB
POSSIBLE JB
DI
CB
DI
CB
LT LT LT LT LT
CONC CONC
CONC CONC
RR X ARM
RR X ARM
RR X ARM
RR X LIGHT
LTLTLT
LT
AREA
HVAC
LT
S
LT S LT LT
S
S
S
S
S S S S S S
S
LT
LT
COLUMNS
BRICK
LT
LTLTLT
LT
DEPOT ST. VARIABLE WIDTH PAVED ROADWAY
S
CONC DITCH
S
20" C&G
CONCBOLLARD
CONC
C ONCLT
RR X ARMRR X LIGHT
RR X ARM
RR X LIGHT BR12" STONE WW
8" CMP END NOT FOUND
12" STONE HW
WD RAMP
12" BR PLANTER
LT LTBO
12" STONE WW
72" CHL W/ 3SBW
E KERR ST.8" TC(SERVICE)8" TC
8" TC
8" TC
8" TC SIZE UNKNOWN6" TC 24" RCP24" RCP15
" RCP
15
" RCP
15" R
C
P12" RCP12" RCP
12" RCP
12" RCP
36" DIP24" RCP
24" RCP
36" DIP18" TC
FOUND
END NOT
TRENCH
15" RCP
12" CPP 12" CPP
8" HDPE
6" HDPE8" HDPE15" RCP 15" RCP
10" HDPE
12" DIP12" DIP
8" PVC
8" PVC
POSSIBLE LOCATION OF CULVERT SIZE UNKNOWN
HISTORIC SALISBURY FOUNDATION, INC.
PIEDMONT NATURAL GAS COMPANY CHANDLER CONCRETE
CHANDLER CONCRETE
NCRR
WALLACE PROPERTIES I, LLC
WALLACE PROPERTIES I, LLC
SOUTHERN RAILWAY COMPANY
PROPERTIES, LLC
KERR STREET
50.00'
50.00'
47.73'EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING R/W (DOT)
EXISTING RAILROAD R/W
EXISTING RAILROAD R/WEXISTING RAILROAD R/W EXISTING RAILROAD R/WEXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING RAILROAD R/W
EXISTING RAILROAD R/WEXISTING RAILROAD R/W
EXISTING SOUTHERN RR R/W
EIP
EIP
ABAND TRACK ABAND TRACK
BROKEN LINE, NOT IN SERVICE
P
HH
HH
HH
TT
P
EOI
METER PULLED
METER PULLED
BACK FLOW PREVENTER
6 ", CIP, CITY OF SALISBURY (ABANDON)
EOI
HH
T
HH
HH
HH
VAULT W/ GRATE
ABANDON WATER
EOI
EOI
EOI
EOIEOI
EOI
EMPTY HAND HOLE
12 ", DIP, CITY OF SALISBURY
8 ", CIP, CITY OF SALISBURY 6 ", CIP, CITY OF SALISBURY
2 ", PVC, CITY OF SALISBURY
STATION
GAS TEST
CITY OF SALISBURY
2 ", PVC,
Piedmont Natural Gas Company Inc., 4 ", STEEL
Piedmont Natural Gas Company Inc., 2 ", PLASTIC
2 ", PVC, CITY OF SALISBURY
BOX (2)
ELEC.
CB
15" RCP
15" RCP
CB
POSSIBLE JB
36" CMPFOUND
END NOT
CB
FOUND
END NOT
FOUND
END NOT
FOUND
END NOT
CHAIR LIFT
FOUND
END NOT
DI DI
FOUND
END NOT
TO PIPE CAMERA INVESTIGATION
AND WAS MAPPED ACCORDING
IN BOLD IS NOT SURVEYED
PIPE SYSTEM SHOWN
24" CMP
6" PVC
(ASSUMED)
(2) 6" PVC
FOUND
END NOT
3" PVC
36" CMP
6' FROM WALL INVERT
PIPE COLLAPSED
24" RCP
STREET EOP
APPROX. E. COUNCIL
STA 8835+34.67
END PROPOSED PLATFORM
0.04% APPROX. GRADE TRHOUGH PLATFORM
FOR DETAILS
SHEETS S1-1 THRU S1-17
SEE STRUCTURAL
PROPOSED PLATFORM
STA 8829+34.67
BEGIN PROPOSED PLATFORM
STREET EOP
APPROX. E. KERR
NC GRID
NAD 83 NA 2011
740'
750'
760'
770'770'8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$740'
750'
760'
770'770'
h
c
u
o
r
c
engineering
765'
755'
745'
735'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 P-5726
R/W SHEET NO.
765'
755'
745'
735'
TO CHARLOTTE, NC
RR SOUTH
TO LINWOOD, NC
RR NORTH
8839+00 8825+008826+008827+008828+008829+008830+008831+008832+008833+008834+008835+008836+008837+008838+00
Brentwood, TN 37027
5115 Maryland Way, Suite 225
NC License No. C-4639
CROUCH ENGINEERING NC PC
730'
725'
730'
725'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
-EX NS MAIN 1-
1
HISTORIC SALISBURY FOUNDATION, INC.
DB 627 PG 577
L
SALISBURY STATION
EXISTING
EX NS MAIN 1 STA 8836+88.30 - 120.54' RT
BENCHTIE NAIL SET IN 20" OAK
BM #1 ELEV = 753.87'727728729730730
730731732733
733733734734
734
734734
735735
735
735
735735735
736736
7367
3
7
737
7377
3
8
738
738739
739
739740
7
4
0740740
740
740741741
7
4
1
7417427
4
2
742
742742743743
743
7
4
3
743
743
743744744
744
744744
744745745
745
7
4
5
745
745745745
745745
745
745746746
746
746
746
746
746746747747
747747
747
747747
747 747748748
748748748
748748748748748
748
748748748748748748
748748748748748
749
749
749749749749
749749749
749749749749749749749749749749749749
749749749
749749749749749749 749 749 749749
749
749749
749749749749749749
749749750750750750750
750
750750 750 750
750750 750750750750750750750
750750750750750750 750750
750750
750
75
0
750 750 750750750750750 750
750750751751751 752753
TRACK 1
NS MAIN
EXIST. T/R
PROPOSED PEDESTRIAN TUNNEL
3.25
CULVERT 3.75 x
MASONRY BOX
EXIST. STONE
0 50'25'50'
SCALE: 1"=100'
100'DATE: 05-06-2021
SHEET 3 OF 5
PERMIT DRAWING
SEE SHEET 4 OF 5
ENLARGEMENT VIEW
C
C
F F
F F FF
F
C
C
F C
-EX NS MAIN 1--EX NS MAIN 1-Sta. 8827+50.00-EX NS MAIN 1- POBSta. 8828+76.73-EX NS MAIN 1- PCSta. 8829+37.47-EX NS MAIN 1- PTSta. 8836+50.00-EX NS MAIN 1- POEF
8830+008835+00
-EX NS MAIN 1-
DS = 60
R = 23,000'
T = 30.37
L = 60.74
D = 0°14'57"
Δ = 0°9'5
PI Sta 8829+07.10
JB w/MH
48" RCP-III
4OTCB
RETAIN
RETAIN
RETAIN
RETAIN
DI
RETAIN
JB w/MH
JB w/MH
SEE DETAIL 1
LAT. 5' BASE DITCH
SEE DETAIL 2
EST. 120 TONS
EST. 165 SY GF
BANK STABILIZATION
CL 'I' RIP RAP
24" RCP-III
42" RCP-III
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1%
FROM STA. 8832+00 TO STA. 8832+90 -RR- LT
DETAIL 1
b=5-12 Ft.
B=5.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
EXTG. 36" CMP
REMOVE ± 146 LF
RCP-IV
15"
SEE DETAIL 3
SPEC. LAT. V-DITCH
FIELD ADJUST JB AS NECESSARY
ASSESS EXTG. PIPE CONDITION AND
REMOVE ±12 LF EXTG. 24" PIPE
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
FROM STA. 8834+35 TO STA. 8835+35 -RR- LT
Min. D=1.0 Ft.
DETAIL 3
Ground
Natural
Flatter3:1 or
From Sidewalk
Fill Slope
60" RCP-III
ADJUST DI
15" RCP-III 15" RCP-III
1
5
"RC
P
-III
STANDPIPES
AND ALL EXTG.
RETAIN CPP, PVC
2:12:1
(Variable)
CHANNEL BED
( Not to Scale)
Elevation
Natural Bed
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
18"
Length= 43 Ft.
(Banks Only)
Geotextile

Type of Liner= CL I Rip-Rap - Keyed-In (Banks Only)
DETAIL 2
FROM STA. 8831+49 TO STA. 8831+92 -RR- LT
SEE SPECIAL DETAIL
JB w/SLAB LID
JB w/MH
OVE
REM-
EW
42" RCP-III
DRAIN
GRADE TO
2GI-A
(+) 0.5556%
ELEV=733.50
PI STA 8832+90 -RR- LT
BEG DITCH
ELEV=734.0
PI STA 8832+00 -RR- LT
END DITCH
ELEV=746.80
PI STA 8835+35 -RR- LT
BEG DITCH (+) 2
.4
0
0
0%
ELEV=744.40
PI STA 8834+35 -RR- LT
END DITCH
1SBKBUS
2SFD
BST
CONC E LIBERTY ST.PILLAR(13)
24" CONC
TANK
PROPANE
BOX
RR SIGNAL
LIGHT
RR SIGNAL
CUL1
CEI
CUL2
DI
DI
DI 4" PVC12" CPP
INV=727.44'
POSSIBLE LOCATION OF CULVERT
50.00'EXISTING R/W (DOT)EXISTING RAILROAD R/W EXISTING RAILROAD R/WEIP
6" PVC
(ASSUMED)
(2) 6" PVC
INV=727.69'
INV=727.05'
FOUND
END NOT
3" PVC
NAD 83
NA 2011
SITE 1 S
8833+00 8832+00
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
TS8/17/99$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$h
c
u
o
r
c
engineering
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4 P-5726
R/W SHEET NO.
Brentwood, TN 37027
5115 Maryland Way, Suite 225
NC License No. C-4639
CROUCH ENGINEERING NC PC
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
0 20'10'20'
SCALE: 1"=20'
40'
SHEET 4 OF 5
PERMIT DRAWING
DATE: 05-06-2021
48" RCP-III
4OTCB
SEE DETAIL 1
LAT. 5' BASE DITCH
24" RCP-III
O
60" RCP-III
SEE SPECIAL DETAIL
JB w/SLAB LID
JB w/MH
EW
42" RCP-III
Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)18831+54 to 8832+90-EX NS 1-RTRailroad Embankment < 0.01 132 Bank Stabilization < 0.01 43 TOTALS*: < 0.01 < 0.01 132 43 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROWAN COUNTYP-572647604.2.1NC DEPARTMENT OF TRANSPORTATIONRAIL DIVISION5-06-21