20210722 Ver 1_P-5726_RR_60%_11x17_20210518

Cr See Sheet 9A For Index of Sheets STATE
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' OJ���� OF NORTH LJL CA ROL��� STATE STATE
REFERENCE O.
N.C.6
N i
ti RAIL DIVISION STATE PRa.NO. PA.PROLNO. DESCRIPTION
• 47604.1.1 NA P.E.
BEGIN
• '■ 47604.2.1 NA ROW+UTILITY
PROJECT * ;, 47604.3.1 NA CONSTRUCTION
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® . ® ROWAN COUNTY
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V' ND ' d� 4�.°� ��RRL‘517 '2) s?; LOCATION: SALISBURY TRAIN STATION SECOND PLATFORM
I ,,_ PROJECT E 22 R/
�o c. 4 Fs AND PEDESTRIAN UNDERPASS
V al 601 INST � in=- NORFOLK-
SMP 04 SOUTH E-Al
N 41 2 fr. RAILRO'D
• I ''" i' 1 TYPE OF WORK: GRADING,DRAINAGE, STRUCTURE,
&V^� o 0 0 85 ti 4
N, ° `" g RETAINING WALL,ARCHITECTURE
601I 52‘
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VICINITY MAP N.T.S. . I ,'Oo
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END BEGIN
PROJECT PROJECT
-EX NS MAIN I- STA
-EX NS MAIN I- STA
883E+18016
8827+65.58
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Vco NOTES:
7
1.CLEARING ON THIS PROJECT SHALL BE PREPARED TO THE LIMITS ESTABLISHED BY METHOD II. DOCUMENT NOT CONSIDERED FINAL
2.THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF THE CITY OF SALISBURY. UNLESS ALL SIGNATURES COMPLETED
O • •
RAIL ENGINEER HYDRAULICS ENGINEER --
co) GRAPHIC SCALES PROJECT LENGTH CROUCH ENGINEERING NC PC ®� ®� ®R,�c�
o NC License No.C-4639
5115 Maryland Way,Suite 225 �� 'P0,
° 50 0 50 100 engineering„ Brentwood,TN 37027 S
nc 1 11 LENGTH RAILROAD TIP PROJECT P-5726 = 0.1E MILES KEVIN LINDSEY, P.E. r JO
2018 STANDARD SPECIFICATIONS�� PLANS PROJECT ENGINEER ING®A9SE FO1E5/W PLCQUISI NSsUD_O' DO NOT USE FOR R®W ACQUISITION 4�(3 150 0 50 100 TOTAL LENGTH TIP PROJECT P-5726 = 0.16 MILES RIGHT OF WAY DATE: )°TB
Or `1 11DATE:
5 L11B,III Il MARCH
3
ti FEBRUARY 28,2019 1DAT E: MARCH 31,2021 NC DEPARTMENT OF
—> PROFILE (HORIZONTAL) BAIL
N° LETTING DATE: RAIL DIVISION
o > O
N F�
°0 5`1 11e,u .�
a o._ r , NOVEMBER 17,2021 BRAD SMYTHE, PE ��I
z J U v NCDOT DESIGN ENGINEER �^+*
oi� PROFILE (VERTICAL) P.E. PE
M/Y`� �/\ J\ J` SIGNATURE: SIGNATURE: /` .-

PROJECT REFERENCE NO. SHEET NO.
STATE OF NORTH CAROLINA, DIVISION OFHIGHWAYS s'z6 B
CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY: Note:Not to Scale *S.U.E. = Subsurface Utility Engineering WATER:
RAILROADS:
State Line ---- -----
Standard Gauge I I I I I I I I HedgeWater Manhole
_ g csx TRANSPORTATION
County Line Water Meter o
RR Signal Milepost 0
MILEPOST 35 Woods Line '
Township Line Water Valve 0
Switch = Orchard C? f? f3 f?
City Line SWILCH Water Hydrant <>
RR Abandoned Vineyard I Vineyard
Reservation Line U/G Water Line LOS B (S.U.E*)
Property LineRR Dismantled EXISTING STRUCTURES:
p Y U/G Water Line LOS C (S.U.E )
Existing Iron Pin 0
EIP MAJOR: U/G Water Line LOS D (S.U.E*)
RIGHT OF WAY & PROJECT CONTROL: Bridge,Tunnel or Box Culvert I CONC I A/G Wat,-
Computed Property Corner Above Ground Water Line
1 Secondary Horiz and Vert Control Point ♦ Bridge Wing Wall, Head Wall and End Wall- ) CONC WW ( TV:
Property Monument ECM
Parcel/Sequence Number ® Primary Horiz Control Point J MINOR:
Existing Fence Line
Primary Horiz and Vert Control Point , Head and End Wall / CONK RN \ TV Pedestal
o Exist Permanent Easment Pin and Cap 0 Pipe Culvert TV Tower
Proposed Woven Wire Fence U/G TV Cable Hand Hole 1' I
Proposed Chain Link Fence 0 New Permanent Easement Pin and Cap O Footbridge >- -<
Vertical BenchmarkU/G TV Cable LOS B (S.U.E. )
Proposed Barbed Wire Fence O I Drainage Box: Catch Basin, DI or JB ❑CB
ExistingRight of WayMarker U/G TV Cable LOS C (S.U.E.*)
Existing Wetland Boundary ,,,e g Paved Ditch Gutter
U/G TV Cable LOS D (S.U.E. )
Proposed Wetland Boundary B Existing Right of Way Line Storm Sewer Manhole
New Right of WayU/G Fiber Optic Cable LOS B (S.U.E. )
Existing Endangered Animal Boundary EAB g Line O Storm Sewer
U/G Fiber Optic Cable LOS C (S.U.E. )
Existing Endangered Plant Boundary EPB New Right of Way Line with Pin and Cap Ry UTILITIES: U/G Fiber Optic Cable LOS D (S.U.E.*)
Existing Historic Property Boundary "PB New Right of Way Line with R POWER:
y GAS:
Known Contamination Area: Soil -;®; s ;SS Concrete or Granite RAW Marker
® w Existing Power Pole
b
Potential Contamination Area: Soil s New Control of Access Line with Gas Valve
Concrete C/A Marker ® T Proposed Power Pole Gas Meter
Known Contamination Area: Water .2S: W .19;: ExistingControl of Access cT Existing Joint Use Pole
U/G Gas Line LOS B (S.U.E.*) ---
Potential Contamination Area: Water - w r Proposed Joint Use Pole
New Control of Access ® U/G Gas Line LOS C (S.U.E.*)
Contaminated Site: Known or Potential Power Manhole
Existing Easement Line E U/G Gas Line LOS D (S.U.E.*)
BUILDINGS AND OTHER CULTURE' New Temporary Construction Easement E Power Line Tower Above Ground Gas Line
Gas Pump Vent or U/G Tank Cap o Power Transformer El
New Temporary Drainage Easement roe
Sign U/G Power Cable Hand Hole
SANITARY SEWER:
New Permanent Drainage Easement PDE
Well ° H-Frame Pole 110—• Sanitary Sewer Manhole OO
New Permanent Drainage /Utility Easement DUE Sanitary Sewer Cleanout a
Small Mine U/G Power Line LOS B (S.U.E.*)
New Permanent Utility Easement PUE
Foundation I I U/G Power Line LOS C (S.U.E.*) --P-- U/G Sanitary Sewer Line
New Temporary Utility Easement TUE _,
Area Outline I I U/G Power Line LOS D (S.U.E.*) P Above Ground Sanitary Sewer
New Aerial Utility Easement AUE
Cemetery I t I SS Forced Main Line LOS B (S.U.E. )
TELEPHONE:Building F 7 ROADS AND RELATED FEATURES: SS Forced Main Line LOS C (S.U.E.*) -FTs--
Existing Telephone Pole f SS Forced Main Line LOS D (S.U.E.*) FSS
i School 11 Existing Edge of Pavement
Church __— Proposed Telephone Pole —O
Existing Curb MISCELLANEOUS:
Telephone Manhole O
Dam Proposed Slope Stakes Cut Utility Pole - 0
HYDROLOGY: F Telephone Pedestal _J
Proposed Slope Stakes Fill * Utility Pole with Base
Stream or Body of Water — - Telephone Cell Tower
Proposed Curb Ramp rRi UtilityLocated Object
Hydro, Pool or Reservoir I— 7 U/G Telephone Cable Hand Hole
Existing Metal Guardrail T T TUtility Traffic Signal Box
Jurisdictional Stream U/G Telephone Cable LOS B (S.U.E.*)
's Proposed Guardrail Utility Unknown U/G Line LOS B (S.U.E.*)
Buffer Zone 1 BZ 1 U/G Telephone Cable LOS C (S.U.E.*) --T--
Existing Cable Guiderail ° ° ° WG Tank;Water,Gas,Oil
Buffer Zone 2 BZ 2 U/G Telephone Cable LOS D (S.U.E.*) T
Proposed Cable Guiderail n n n nUnderground Storage Tank,Approx. Loc.
Flow Arrow - U/G Telephone Conduit LOS B (S.U.E.*) ----Tf---
Equality Symbol A/G Tank;Water,Gas,Oil
Disappearing Stream U/G Telephone Conduit LOS C (S.U.E.*) --T=--
Pavement Removal Geoenvironmental Boring
Spring —�_.. —_.,, �v U/G Telephone Conduit LOS D (S.U.E.*) TC
Wetland VEGETATION. U/G Fiber Optics Cable LOS B (S.U.E.*) o- U/G Test Hole LOS A (S.U.E.*)
Single Tree 3 * Abandoned According to Utility Records AATUR
Proposed Lateral,Tail, Head Ditch >> > > U/G Fiber Optics Cable LOS C (S.U.E. )
Single Shrub 0 * End of Information
Sump <> U/G Fiber Optics Cable LOS D (S.U.E. ) E.O.I.
False

PROJECT REFERENCE NO. SHEET NO.
SURVEY CONTROL SHEET P-t C-1
Location and Surveys
W/EXISTING CENTERLINE ALIGNMENTS PRIOR TO CONSTRUCTION —.. /ENGINEERING
DATUM DESCRIPTION
40
THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT
4. 1c IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "GPS-1"
93 6)fl0 WITH NAD 83/NA 2011 STATE PLANE GRID COORDINATES OF
4,9 NORTHING: 700696.03*Iftl EASTING: 1564457.3541ft1
ck ELEVATION: 748.99•(ft)
THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: 0.999867953*
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUND DISTANCE FROM
"GPS-1" TO -EX NS MAIN 1- STATION 8836+00 IS
41.32 (ft) BEARING S43'48'49.72"E
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
VERTICAL DATUM USED IS NAVD 88
i
5
tl
--- - - - --
17
Id
BMI. III' ° ___ I-7" I I 11 �Itl I BM24aBL 102
____ �- l- -�— r _I 111 —�I �n SzPS 2 IC. __—�
�`I, / �� q Ali J x-.-.-.�.-�x-.- .-- -- => .-x I K
i o 0 0 0�o 0 0 0 l I-----
`I+,_ ,I� 1 !1 P-57GPS26 ° ° ° l :41%° ° fill fl
x—"-----1 .—.—.—.—.— G�—'------ a --
I�'___ I y I �—— —-- 1 ,L 19.,lI II ---Te i--_---tea ; _•—
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BASELINE CONTROL DATA
BL
POINT OESC. NORTH EAST ELEVATION
101 BL-10I 700580.9070 1564198.8060 745.33
1 GPS-I 700696.0300 1564457.3500 748.99
2 GPS-2 701338.0000 1564999.4300 749.00
102 BL-102 701779.0850 1565414.6240 748.93
,-
BM1 ELEVATION • 753.87
z N 700755 E 1564282
z
BENCHTIE NAIL SET IN 20. OAK
L' NOTES:
_a.
o OL
I. PROJECT CONTROL WAS ESTABLISHED USING GNSS, THE GLOBAL NAVIGATION SATELLITE SYSTEM.
L BM2 ELEVATION • 754.75
°y N 701741 E 1565355 2. THE SURVEY CONTROL DATA FOR THIS PROJECT HAS BEEN COMPILED FROM VARIOUS SOURCES. IF
a,-a BENCHTIE NAIL SET IN 18• HARDWOOD FURTHER INFORMATION REGARDING PROJECT CONTROL IS NEEDED, PLEASE CONTACT THE LOCATION
N.,
AND SURVEYS UNIT.
O/
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CROUCH ENGINEERING NC PC PROJECT REFERENCE NO. SHEET NO.
NC License No,Su,2
slls Maryland Way,s l a 225 P-5726 2A-I
Bren+wooO,Try 3T02T I
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
ICL-EX NS MAIN 1- CLEXISTING INCOMPLETE PLANS
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TRACK#2
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5115 NarYland way,Sulte 225 P-5726 2A-2 I
Brentwood,TN 37027
ro ."...o RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
I -EXNSMAIN1- IL EXISTING
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0- CROUCH ENGINEERING NC PC PROJECT REFERENCE NO. SHEET NO.
NC License ,Sul,2
slls Maryland Way,s l a 25 P-5726 2A-3
Oren+wooO,Try 3T02T I
RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR 3/W ACQUISITION
PROPOSED CANOPY
(SEE ARCH AND
STRUCTURE PLANS)
DOCUMENT NOT CONSIDERED FINAL
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NC License No.C-4639 iNs.
5115 Maryland W ay,Su,225 P-5726 2A-4
Brentwood,TN 37027
ro .a�..o RAN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR 3/W ACQUISITION
PROPOSED
CANOPY
DOCUMENT NOT CONSIDERED FINAL
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CROUCH ENGINEERING NC PC PROJECT REFERENCE NO. SHEET NO.
NC License No.C-4639
5115 Maryland Way.sulfa 225 P-5726 2A-5 I
Brentwood,TN 37027
ro .a�..o RN SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
INCOMPLETE PLANS
DO NOT USE FOR 3/W ACQUISITION
PROPOSED
CANOPY
DOCUMENT NOT CONSIDERED FINAL
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PROJECT NO. SHEET NO.
E
m CHECKED BY: JGD DATE: 3/30/2021 NORTH CAROLINA DEPARTMENT OF TRANSPORTATION P-5726 3D-1
DIVISION OF HIGHWAYS
Note:Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout.
See"Standard Specifications For Roads and Structures,Section 300-5".
LIST OF PIPES, END WALLS,ETC. (FOR PIPES 48 INCHES& UNDER,
c H H ABBREVIATIONS
QUANTITIES w Q `'1 ^1 r ri M n
FOR DRAINAGE w z0 z0 0c. m 3 H W H w r C.A.A. CORRUGATED ALUMINIUM ALLOY
w
m ? STRUCTURES O F ^ d 0 d d d C.B. CATCH BASIN
LINE& = R.C.PIPE R.C.PIPE O a y d d S S S w y c d y m U)
2 _ •FRAME, z z w Pi N P. N ., N r Q y I- M F C.S. CORRUGATED STEEL
STATION z C.S.PIPE CLASS III CLASS IV w r GRATES, U a. H N m r w y W y W y W I- U) c n d D.I. DROP INLET
5 o TOTAL L H.FT. AND HOOD ~ o sr 0 0 0 ¢ F Q w F ~ Y Q�Q # y G.O.I. GRATED DROP INLET
vi o x 3 ¢ FOR PAY o 2 aD N N N O ce C Q a' Q a N O J ro m W
O W in o c STD.840.03 o O 0! 0! 0! = a a' O 13 O aK' 30. LL < a H.D.P.E. HIGH DENSITY POLYETHYLENE
r a a < QUANTITY ! a - d 0 0 0 (0 w c9 w 0 a w p y H• d z J.B. JUNCTION BOX
w a' K O 5 O SHALL BE O ~ ro m z U) W H J a
LL F O 3 O w m m N 3 Ti >i >i e W G U) N O y
h N 'o i rc A+(1.3 X B) d a y W W w w W W w w �'? p d N I- w , m y O M.H. MANHOLE
p z z O Q d d F a o F 3 3 3 f¢Q f¢Q L `Q L 2w L L � z F w g N W K it N.S. NARROW SLOT
SIZE 0 0 w 12 15 18 24 30 36 12 15 18 24 30 36 42 48 12 15 18 24 30 36 42 48 i y N h a h K K K QQ O rn O _O m
E
K - A B W d d d LL LL K K LL m J J O P.V.C. POLYVINYL CHLORIDE
T[ K B7 0! H H H LL LL LL LL d J O ~ Li U a J R.C. REINFORCED CONCRETE
O Q a ] K i g LL LL c O M W O z
> > O O O U O O O U) U) U) F F H H U) f U' W O Q a
W 0 c o Q Q e U' O O Q QQ QQ 4 4 F z z Ti Ti a >
:1,
J J W Li c c N K z m C J J Q Q Q Q J J - K c W : 519 a 0 0 !Q w W W O
w $ $ o a, ? O w .I. TRAFFIC BEARING DROP INLET
GRATE m w a a a U) U) U) U) co co co co Q 3 > y O C f Li d w w a K K K T.B.JD.B. TRAFFIC BEARING JUNCTION BOX
THICKNESS n TYPE d 3= w U) LL O O
OR GAUGE a w w a 5 0: z> d d F H a. ci a 3 3 3 3 z z z z ; w o o J g H- H- 8 z z w
O > > z f f a O r m z U K • • • • • • • . W f y J a0 _ _ Q . y y 6 6 O O O a W.S. WIDE SLOT
F ? � - a, N N W z U) LL • • • > > C C > > U U
0! O '2 G N a GO a 0 C C C C C C C C C C C a• g m Z m m m E . 22 "2
' 2 LL O O a
FT. FT. FT. % CY CY CY EACH LIN.FT.LIN.FT. L,$ E F G d u O o d d c6 c6 c6 c6 c6 c6 c6 c6 c6 c6 c6 c LL -5 < r r r N f < < - w CY CY CY LIN.FT. REMARKS
TRACKI 8832+91 28 LT 0401 736.4 1 1.5 1 Special Design JB,See Detail
0401 0404 729.9 728.0 0.7 32
TRACK1 8834+35 42 LT 0402 744.4 1 1.4 1 1
0402 0403 738.0 737.8 0.5 16
TRACK1 8834+35 60 LT 0403 746.5 1 3.7 1 1
0403 0404 737.8 728.5 0.5 144
TRACK1 8832+90 60 LT 0404 733.5 1 0.5 1
0404 0405 728.0 726.0 1.2 100
TRACK1 8834+47 80 RT 0406 748.3 1 1 1
0406 0407 746.3 745.1 04 48
TRACK18833+98 86 RT 0407 748.5 1 1 1
0407 0408 745.1 744.6 04 76
TRACK1 8833+20 86 RT 0408 748.0 1 1 1
0408 E01 744.6 744.4 04 28
TRACK1 8832+95 70 LT 0409 737,0 1 2.0 1 1
0409 0404 730.0 729,5 12
146 Existing 36"CMP
152 Existing 12"RCP
12 Existing 24"RCP
SHEET TOTALS 152 12 160 132 I I I I I 8 9.1 I I 1 1 1 1 1 4 1 4 310 I
PROJECT TOTALS 152 12 160 132 8 9.1 1 1 1 1 1 4 1 4 310

0- PROJECT REFERENCE NO. SHEET NO.
0-
P-5725 3P—1
STATE OF CAROLINA
RAIL DIVISION
PARCEL SHEET INDEX
PARCEL Na. SHEET NO. PROPERTY OWNER NAME DEED BOOK PARCEL No. SHEET No. PROPERTY OWNER NAME DEED BOOK
1 4 HISTORIC SALISBURY FOUNDATION.INC DB 627 PG 577
DB 443 PG 751.DB 385 PG 295.
2 4 PIEDMONT NATURAL GAS COMPANY DB 598 PG 8.PB 9995 PG 7154
rn 3 4 CHANDLER CONCRETE DB 11882 PG 88
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tS /•Ir: CROUCH ENGINEERING NC PC PROJECT REFERENCE NO. SHEET NO.
m (•G//
TO CHARLOTTE,NC NC License No.Sulte 2
Br:n:Brentwood.TN 3702Tulee 225 P-5726 4
up NW SHEET NO.
. M L -,y oo _ TO LINWOOD,NC ROADWAY DESIGN HYDRAULICS
TOP=752.56' \ u l) I E%Si NG R/N(Doi 10� �. e -:1_= /� / I \I I INV.IN=745.79' ENGINEER ENGINEER
RR SOUTH INV IN-'743.8O'16'UNKNOWN( 1 1 tt P __fi!- ,I'- . __° 41F-A + •;7 ,-- I 1 IIEx6n,G R/W moil I `_II NV OUT=745.49'
INV IN=742.10'INWI n CO-
INV IN=745.60'ISERVICEI 'C5 L GI- . I -30i"CONL MSG-
5 15'RC' I 'CP• IS'CPR." _�
-` CONC SW
N 1110'
INV OUT=741.05'1SEI •TC 30 CONC C&C _¢ �-
C NC DITalit
H DEPOT 5T. VAR/ABLE_WOTH P,A}/EQ_ROADB'AY -1- /d*. 6 - -6_ I
�" -30�0�CRC C EXISTING R/W(DOT -Ss / - DEPOT ST. Ir- - Dr--W-�- DI RR NORTH
ss s5 I\ / _ _ au _0----kTv-e,•• _„� o'�� - TOP�4>Y15r--VM/ABL�WIBTMI-PAVE0.-ROAOW�Y- 1-q�TT
6'UNKNOWN 8',CIP,CITY OF SALISBURY� -- IJ' S S q: I'ON �� V 6'it TO T48.18' INV IN=744.80' TOP=74 I717 tl8,-
l1115 MH I DI ss I INV OUTk745.38' NV OUT=744.79' 6', IA�CIfY 0T 6 INCOMPLETE FLANS
I EMPTY HAND HOL�F- eRANITs 53f)RIC $ALISBURY Fr R P --- Lxl IN -INV 0 T 714.13' I O �' z
UNB)A;1BN89N q8'CONC CaGI�r - SSN1H VC.CITY OF
' - I S •- -�'` /I TOP=748.�B 27 PG 5T OUT=742.89' , �- - Its S DO NOT USE FOR 1/W ACQUISITION
DO DL I URI3�X BRICK BENCH INV IN Tr7S4.4 w p I I - PI'OAK ELT 12' AK gVOAK!'L iNV IN 743 72'
nI / -..` s CONE SW INV OUT=734.OI' �I _ IS<OAy - - i; lS� --I��1 O I
BMI ELEVATION • 753.87 •I LAIIFOR o '�COLUMNs 0 `-__ DO• T DSTURB +�• �ip P=7ne z9' X15TMG /2• I 30'CONC &G •� C C:.G `T`-I Iq I - INV OUT=743.62'
N 700755 E 1564282 I �1�PUf�TENA - GRgqNN��T ggENCCyy�36'HARDWOOD GRANIT EXISTING SHED OR + 73 -EX P L _ "An�b sDMH Ise
m x m T 12+trLJ U...:.LX NS I- BENH-J BUILOING25TBR.US .m ... ;7 -7'INW)$ALI$:URY STATIOND r AREA `-T P=T49.CB J12 HTOP=747.9 �yd,v,Rk.R. 7C6 i RCP( III \ I TOP=7=72.
BL STATION 6.47.00 125 LEFT a II 9 to R ry IN=730.74'lNE) INN JN=293.9,_85577�",�� HIV �L F-�, s• `_I I \�� INN IN=742.90'
e3, 92.28 RT PROPOSED +�p,1j5 ' N$ Nv ON 74437" Nv OUT=743.3399 INV INiai 1?9 DOCUMENT NOT CONSIDERED FINAL
BENCHTIE NAIL SET IN 20" OAK WD i TOP=748.10' CONE SW INV OUT=744 7' +3467 ,11•
DO.NOL.DISTUBB.EXISTING... . € ,I III W ITRELLIS r 66.00 RT (ICE/ ELEVATOR I (EX F T INV IN=746.zo' O 30 CONC I \ y I NN 1N=741.15 UNLESS ALL SIGNATURES COMPLETED
y NpL BMI I LT t EXIST R/^z�yj1 RT 8 STAIRS TOP= -7 •' a •_- 0i i 1N.g4;°O'=EX $I- LTc r T I _F Fes- INV OUT-741.05'
ACE PROPERTI G OUIPMENT AT EXISTING I 111 0 DR_- 'L7- INV IN=7 A.'' II 9,2,17, 1 I I I ,I 1 L� €X 5 0-1 : -
ggg g g COUNCIL ST CROSSING cB CB EBEND N T JJNV - 3 2' INV IN=74579' No �� JS.�J tEX B ILDI G CONC 1-, J / / EXISTING SOUTHERN
BB 59S PG BT3 TOP=752.26' \TOP-79.23; I V/RETAIN FO NS ® JW 2' I„ off• LC SW I O 18'gg.lc'1E, N•�� 24.OAK ,. DO NOT DISTURB EXISTING
PG T INV IN=746.16' INV T-747,43 p 1 1 0 JB wrMH BOTTO E •'2' I IIL•� V IN=7g4.04' INV M=T4S;; -S- _
INV OUT=745.9g', " LT -EX NS I- ' $21f "L.,it,T=743.99' s/_. INV N9f'li'L F V LE ,NC SW R� •I Yl
pI 9 C� TOP=T48 �.,,prDT :I�:r�:5;; -- I; p ig- 1 1'' T o x BACK BTaQR E'EN ECM „ SIGNAL EQUIPMENT AT EXISTING
vuM 2D`C&G '-DR/w 'ME.'
-�AT<`ORM •6.00 RT oUTEo46.3 II I+.- - - /'d a -�Iz•DIP =_ TAT •' .,-:F,'pL'A' � g1. In � �N3A- TaACK N,DEED�REVIUTHERN FTONCE Ab I 1 �.M1k L CONCH .ERRST-CR
I X _ - -20'C&G x 5T R L, I , 1 - '- - 1 N' N E J I ; I I X E "' 47.04'+ •7 LI �$ I ICB_74 <'tiART STRUCTURE .ems �Vj�lyy,R' ,I ` 10'HDP ��� f7, �- Iq-- EXI$'TI �- .. -- -- 1CONC X. I m --�
5 gg T EXIST.T/R NS
R/w � JINV=73.67• PJ41.1u era n I�Q:1r "1 ' •�. • . IIt7C:r�. v - ,� eT - a
INV-7 Z 6 - X , X _ gg•IRONx F J/ MAIN TRACK 2
I • 94.L,D Ycoxc EXISTING RILR•�� ,■F■-_-�
• COWL B -- .'..I . + _ - 54 T15'31'W Y-■•�l%r
sLy Exls ING•RAILR,p R/W 48'IRON / .M
-744.64' I, BL-101 INV 7q _I I I \ �I TOP=j' Imo•• I - ��' �7a0�T- 1 MTL LP J W ■7/11WI■.i��1.7I■I���� - --��--EXISTING RAILROAD R/w
END NOT END NOT O Lb-3 I�VjOUT I$ I 547'24'36'W END FF 1cSFSIBLE �- � - - -
A R END •T / T ' + _ +:F --FQ . - T _ W/GONG BASE13l ^'
\2• FOUND 36''OAL' �Vp �`�, �O�p LT 78.8 -EX N- 1- O ff? , J .3i1L7iL.'a,1il��LT'1l7e 0 I, pRR-X//�., �' T. ----' --F ----- -E01
\p,, BROKEN LINE_NOT IN SERVICE RRgIG RljeX ARM �, ' OP/SED P 0 LTO 46. - :NNE T II I II e o o 0 EXIST ROW RT/ _ O O O •� - II/'R.X ARM---p >-----
T T T T 1 r 1i I I I I I I I-I-171 P tf-F-1 �� _i . f _ T "' -''O1-I `T7T7�T._�i. ND N,T G H �rT-FIT 4"' ' iiiaf 'JII11 ,�'� - P�o�oSEr� I I I Ik/I ■ 1 ' it I I I I I I I I I I I I I I I I I I 1 I I I lit
im. _ IN ,s ..... c 7
.R X n, � R �^F - --- e s■`i4'�� -- !r��-- .• � ! - --
i- -SSW 1 H_ Ti•) _ 7i 7ILe+-�'.�■A[ii U7�n 37W-7lRIJ�i7T3�iRn - Y TOP 7 REy
WNM
END NOT TOP 749.3tr -- •lac ir_ - - • ---
1\ 4G ■w■.es=ar■a■■•er■�P „o-=J■IC /�s�r3ei11�a'
EXISTING RAILROAD R/W - - 1' -. _ ' �aYw1'�.R�,� III�M'■'�R YT•til� _ \ FnT yy - �v
74' IN�'OUT 740.90' I T F •1r s���-�^�� -
DI CMP GR_ C _ �41 RCP IV_ "1 W E .QPJEURIIN T9 B�.S 'f�w■■wark. �,�� - _-' N y -,I. ExlsnNc ReILRoeD R/w X )( /:
TOP 749.29' ISBKBUS I 1 ,,,,c % . - - GT=4• �� g ' u 2 00 E DETAIL - _ •OSSIBLI�P� ,� STATION) Al ibFn. •••04 -EX NS !-
INV IN_745.89' ` --b-�- I `I1 48"RCP-III T"'" li3=� r Y ll //
INV OUT 744.79' C0 W �/ L' GPS `k yA•LNIkN"WA^Eg �F /ram .40T B n -- E - - 9 LT SHED
p�Gq TE ELE '-'- Iz'STONE WW i 2 PROPOSED
' z P4. D„ -2"RCP III :•. „. SEDIMENT BOX m III \� e -E% NS I-
X PO55' JB T Sp P ,7 1 6'PV 8'HOPE .111 DWELL 857 5'SIDEWALK
UP
. - I�I EDA'C r Vs TD 3 c\ B .,A - . ' ME.) r1- Dg(CLANICY I //
BOLLARD *'' 0 CB .-1 QI _� h •r7SZ,:. Li:l _ F S' 3D3 ELL• 3e•11 c \- 1
GR '1' AND WA •P'ED A NSF 24'RCP •�■- 0 E U•°FOAL DI //
ICE PROPERTIES I.LLG ------- TOP=747.97' BWW��T TO PIPE A ERA INVEST!.ATION PIPE COLLAPS F E V TN' I■ ISMTLBUS o I TOP=73.74' }( , I
BOTTV ELEV=745.97' 8 Ela •••r••F F ••_F• INV_729.59' a f r �:T101A OUSTING FENCE I I-
DB 118E PG 144 W CCCC 1 I ExSTI RAILROAD R/W 6'FROM ,ALL INV RT 7p]41. INV IN='31224' /r ,�3C1$ &W -EX NS I- l
SDMH I "p F 40 G RETAIN-LTP,PVC INV OU.131.14' 0 BE REMOVED: _
MONITORING C;� a TDDpp T48.28' ! PROPOSED �Zih _ �'' `I Ion // 112.0' E_ CHANDLER CONCRETE
WELL INV=1.744.68' (III .: COUNCIL STREET 'ND ABLTHXiS. I�w /POSSIBLE JBI 24'RCP I DB 861 PG 712
INV ad=742.78' GENERATOR PROPOSED "ANDPIPES +3. 0 -EX NS I-
tJ "V-J=742A8' ISBKBUS -, I ILf 11J - EI' I
-
c 6yT=742.18• >"-�i PAD ELEVATOR zSFD of ,I-�. \ TOT 33.4 a 00,LT 1� rrN o E 2PRCP SDMH
rn O-r DO NOT DISTU-BI 1 END FENCE & STAIRS ISBKBUS CONE ©I a , \ \ TOP=73 00 LT r O P'DI ? 'J TOP=743.65' I
IX Z EXISTING METAL +84.11-EX NS I- REMOVE =12 L EXTG.24"PIPE ROW -EX 5 I- L 7 BST\ INN^"T=7T0.I' 1 I WELL 111
' 1t65.QD._EX NS I- I I INV IN=733.95'
- ASSESS EXTG.PIPE C•NDITION AND DO NOT DISTURB- DI •- _ _ ill �I INN OUT=733.85'
m O x- '•UILDMJG .., 18.12 LT FIELD ADJUST JB AS NECESSARY RETAIN EXISTING DRAINAGE TOP=733.72' 112.00 LT r
z M, 36.00 LT \\#� INS OUT=731.5T //
Z ,1 N I E sYSTEM -EX NS MAIN 1-
DHAAIL 2 z ,PVc } ��
aI DETAIL 3 cITY�F,1Si�s;,;r Q2 g T o�z .Pv c1
DETAIL 1 PIPE OUTLET CHANNEL STABILIZATION PIEDMONT NATURAL GAS COMPANY �/ CHANDLER ONCRETE N + Pi amok 7'10,y Inc..4',STE' �QQ 1C
LATERAL BASE DITCH (Nmm Salle) Nemml d SPECIAL LATERAL'V'DITCH BANK STAB '��1Q�,�J KE 'AD DB 663 PC 751 '/ DB 861 PG 712 N N
CCCC (Notto sale) EI.m;.n 1 Nato Kole) EST.1650NYMP+Lr E _ DB 365 PG 295 / m = D'9'S"(RT) 93 C
6 t mI mi EST.120 TONS +41.75 -EX NS 1- DB 598 PG 8 PRC POSED LAGGING a m 'p/Q
N G,oun • na _ PB 9995 PG 7154 // WALL,TOTAL LENGTH a D = O'14'S7" Yy
In Glou SEE DETAIL 2
r Jura) ?/ D ,�, 1% Fill 18 ry, NoNml ,S.\°x Fill Slope 46.00 LT // 255'-nV4•,+04,50-EX W w L = 60.74 2p
j Slope Ground 7..T D Foe` From Sidewalk 150.00 LT // NS I- 25.00 LT -3 I
��� Min.D=1.0 Ft.
1.=.! Geoteaile �+ N 466.42'2'E l'- T = 30.37
'm' B=S.o Ft. (Banks Only) Channel Bed EXIST ROW -EX NS 1-.' 66.42' - la Z R = 23,000'
6=5-12 F. Lender- 43 F. DI Z.
Min.D=1.0 Ft.
Type x Liner- a I Rip-R"R-Keyed-In(Books OnIH L 150.00 L T 130.29' TOP-732.04• DS = 60
U1 J Nv IN=722.80' INV IN-725.54' W W
FROM STA.8832+00 TO STA.8832+90-RR-LT FROM STA.8831+43 TO STA.8831+92-RR-LT FROM STA.8834+35 TO STA.8835+35-RR-LT m
770' 770'
-EX NS MAIN 1 -
III III III III 1111111111111111111111111111111111111111111111 1 11 Ill 11 III
Ij 765' 765'
rn
o
760' 760'
LO
rn
FI■■ END PROPOSED PLATFORM
woo STA 8835+34.67
0'1) 755' ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■■■
■■■■::::::■■■■::::::■■■■::::::■■■■::::::■■■■■::::: ,: PROPOSED PLATFORM 755'
■■■■■■■■■■■■ ■■■ SEE STRUCTURAL
C G ENT H ■■ END DITCH -- - F SHEETS SI-I THRU SI-IT Rr 7
111111111111111111111111111111111111111111
pp gg� p1J IIIIII 0.04% APPROX.GRAF 1111111111111111111 OR DETAILS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111 1111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111 75°,
to 0 750' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII P STREET CEOUPN u■ LEV=746B0 ELEV=744.40 '�i�G r.
+• !-J==ice - ■■■- i'
+O' FI - .... -- - ��II�. I _ ,�iiiiiIITITI.I
745' IIIIIIIIIIIIIIIIIII111111111111111111111111I' 111111ZlI I :.IilidilibiliMiliiiiiiiiiillillill 745'111IIIIIIIIIIIIII 1 111 III
N IIWII�R , I.::I.
740' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11111 1111111111 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 740'
a EXIST.STONE
MASONRY BOX
o CULVERT 3.75 x
z ■■■■■■■m■■■■■ 3.25
Z 735' 735'
PROPOSED PEDESTRIAN TUNNEL 4,.._..(+)Q5_5 "-.._.A
oO # LEV = 753.87' - ■1 NM
NM
O 730' ■ BENCHTIE NAIL SET IN 20"OAK NM 730'
f•e ■ EX NS MAIN 1 STA 8836+88.30-120.54'RT
o; mmmmmmmmmm BEG /T H MEW■■■■■■■■■■
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111111111 PASTA 8832+90 a- vRR- LT
50
°ia" 725' m END DITCH 725'
giro -1 :7: +i I - - L
01-I 1111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 II ELEV=734.0 11111111111111111111111111111111111111IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII1111111111
•
No•
>U,
7i. 8839+00 8838+00 8837+00 8836+00 8835+00 8834+00 8833+00 8832+00 8831+00 8830+00 8829+00 8828+00 8827+00 8826+00 8825+00
=11.

KRM_PRE_5810,3/30/2021,F:\NCDOT\18054 Mott MacDonald-NCDOT-P-5726 Salisbury Station\5-Engineering\5G Drawings\Drawings\Civil\Sheets\Earthwork XSC Volume Summary.xls
PROJ.REFERENCE NO. 1 SHEET NO.
STATE OF NORTH CAROLINA P-5726 X-1A
DIVISION OF HIGHWAYS
NOTE: EMBANKMENT COLUMN INCLUDES BACKFILL FOR UNDERCUT CROSS-SECTION SUMMARY
Station Uncl.Exc. Embt
Ex NS Main 1 (cu.yd) (cu.yd.)
8827+50.00 0 0
8828+00.00 0 0
8828+50.00 0 0
8829+00.00 0 0
8829+50.00 0 45
8830+00.00 0 91
8830+50.00 0 99
8831+00.00 0 111
8831+50.00 0 124
8832+00.00 49 206
8832+50.00 109 268
8833+00.00 60 245
8833+50.00 0 270 Approximate quantities only. Unclassified excavation,borrow
8834+00.00 0 296 excavation,shoulder borrow,fine grading,clearing and grubbing,
8834+50.00 0 167 breaking of existing pavement and removal of existing pavement
8835+00.00 0 40 will be paid for at the lump sum price for"Grading".
8835+50.00 0 25
8836+00.00 0 9
8836+50.00 0 1 Quantities are approximate only. The Resident Engineer will
recross-section the work accurately when the project is staked
out. These cross-section notes will be used in computing the
final quantities for which the contractor will be paid.

co 0 5 10 '• • ®'
N■
co m N F
, :::
. 1 • .I 70 • ..
2 'iJ
Lu• NOTES
w THE TYPICAL SECTIONS TAKE PRECEDENCE OVER THE
■ w CROSS SECTIONS.CROSS SECTIONS ARE INCLUDED FOR
■ II■
REFERENCE ONLY.
w 1 z @ mmamo.a■mivaem I `�i .' 1
w •
IlL
o "k' II
�i1 •
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