HomeMy WebLinkAboutDRAFT LEVEL 2_ACB 244.42_CSX Wilmington Bridge - Burnt Mill Creek 1NOT TO SCALE
VICINITY MAP
CSX TRANSPORTATION, INC.
LOCATION
PROJECT
PROPOSED WILMINGTON BRIDGE REPLACEMENT
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
WILMINGTON, NC
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LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386ACB244SE364SE363
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COUNTY
HANOVER
NEWACB245
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7SE362361SESE360SE359
358SE357SECOUNTY
BRUNSWICK
LEVEL 2
NOT FOR CONSTRUCTION
MP ACB 244.42
WILMINGTON SUBDIVISION
FLORENCE ZONE
DATE: NOVEMBER 15, 2021
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DRAWING TITLE
INDEX OF DRAWINGS
NUMBER
DRAWING
NUMBER
SHEET
ACB 244.42-02
2840-14
2840-10
2840-06
2840-04
2840-03
2840-02
2838-05
2838-04
2838-03
2838-02
2836-75
2836-48
2836-47
2836-46
2836-03
2836-02
2835-12
2835-09
2835-08
2835-03
2835-02
2832-25
2832-23
2832-08
2832-06
2832-05
2832-04
2832-03
2832-02
2825-27
2825-21
2825-20
2825-19
2825-18
2825-11
2825-10
2825-09
2825-08
2825-04
2825-03
2825-02
2815-01
2608-01
ACB 244.42-10
ACB 244.42-09
ACB 244.42-08
ACB 244.42-07
ACB 244.42-06
ACB 244.42-05
ACB 244.42-04
ACB 244.42-03
ACB 244.42-02
ACB 244.42-01
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK SUPERSTRUCTURE RATING TABLE - TANGENT TRACK
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK STEEL DETAILS - SPANS 30' TO 40'
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK FRAMING PLAN - SPANS 30' TO 40'
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK TYPICAL SECTIONS - SPANS 30' TO 50'
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK DESIGN CRITERIA AND GENERAL DETAILS
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK GENERAL NOTES
PRECAST BALLAST RETAINING END WALL HANDRAIL DETAILS
PRECAST BALLAST RETAINING END WALL WALL DETAILS
PRECAST BALLAST RETAINING END WALL ASSEMBLY DETAILS
PRECAST BALLAST RETAINING END WALL GENERAL NOTES
PRECAST ONE PIECE BACKWALL EMBOSSMENT AND SURFACE MARKING DETAILS
PRECAST ONE PIECE BACKWALL BACKWALL DETAIL - BWW21 (3 OF 3)
PRECAST ONE PIECE BACKWALL BACKWALL DETAIL - BWW21 (2 OF 3)
PRECAST ONE PIECE BACKWALL BACKWALL DETAIL - BWW21 (1 OF 3)
PRECAST ONE PIECE BACKWALL DESIGN CRITERIA AND GENERAL DETAILS
PRECAST ONE PIECE BACKWALL GENERAL NOTES
PRECAST CAPS, BACKWALLS AND WINGWALLS EMBEDDED PLATE DETAILS
PRECAST CAPS, BACKWALLS AND WINGWALLS PRECAST END BENT CAP DETAILS - PCC6
PRECAST CAPS, BACKWALLS AND WINGWALLS PRECAST INTERMEDIATE BENT CAP DETAILS - PCC5
PRECAST CAPS, BACKWALLS AND WINGWALLS DESIGN CRITERIA AND GENERAL DETAILS
PRECAST CAPS, BACKWALLS AND WINGWALLS DENERAL NOTES
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) END BENT WATERPROOFING AND SLOPE PROTECTION
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) BEARING PLATE LAYOUT (1 0F2)
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) PIPE PILE DETAILS
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) PRECAST CAP PIPE PILE INSTALLATION DETAILS
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) BENT DETAILS
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) GENERAL ELEVATION
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) DESIGN CRITERIA AND GENERAL DETAILS
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE) GENERAL NOTES
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN PURCHASE ORDER TABLE
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN SPAN AND DECK PANEL JOINT DETAILS - SINGLE TRACK
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN SPAN AND DECK PANEL JOINT DETAILS
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN DECK PANEL DETAILS (2 OF 2)
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN DECK PANEL DETAILS (1 OF 2)
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN 9' DOUBLE CURB DECK PANEL DETAILS
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN 8' DOUBLE CURB DECK PANEL DETAILS
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN 7' DOUBLE CURB DECK PANEL DETAILS
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN PLAN AND ELEVATION
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN TYPICAL SECTIONS - SINGLE TRACK
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN DESIGN CRITERIA AND GENERAL DETAILS
PRECAST CONCRETE DECK FOR STEEL BEAM SPAN GENERAL NOTES
PIPE PILE DETAILS
INNER GUARD RAILS ON BALLASTED DECK BRIDGES
EROSION CONTROL PLAN SHEET
TYPICAL SECTIONS (2 OF 2)
TYPICAL SECTIONS (1 OF 2)
GENERAL PLAN AND ELEVATION
TRACK PLAN AND PROFILE
SYMBOLS
ABBREVIATIONS
GENERAL NOTES
INDEX OF DRAWINGS
TITLE SHEET
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with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
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CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
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LEVEL 2
NOT FOR CONSTRUCTION
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SUB: WILMINGTONZONE: FLORENCE
PROPOSED BRIDGE UPGRADES
V06611
V.3,N.C.
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
GENERAL NOTES
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STIPULATION THAT THE TRACK SHALL BE BACK IN SERVICE AT THE END OF THE GIVEN PERIOD OF TIME.
D. WINDOW: A GIVEN PERIOD OF TIME BETWEEN OPERATING TRAINS WHERE A TRACK MAY BE TAKEN OUT OF SERVICE, WITH THE
PERFORMED UNDER THE PROTECTION OF A RAILROAD FLAGMAN.
OR WHEN AN OVERHEAD OBSTRUCTION IS PLACED WITHIN 23'-0" ABOVE THE TOP OF RAIL. WORK MAY BE
C. FOULED TRACK: TRACK IS FOULED WHEN AN OBSTRUCTION INCLUDING A WORKING CREW, IS WITHIN 4 FEET FROM THE NEAREST RAIL
"WINDOW", AS DEFINED BELOW.
B. ACTIVE TRACK: TRACK ON WHICH TRAINS ARE OPERATING AND INTERRUPTION OF SERVICE MAY OCCUR ONLY WITHIN AN APPROVED
A. TRACK OUTAGE: TRACK WHICH IS OUT OF SERVICE FOR A GIVEN PERIOD OF TIME.
DEFINITIONS:
MUST BE REPLACED, IN KIND, AND THE CONSTRUCTION SITE MUST REMAIN SECURE AT ALL TIMES.
THE CONTRACTOR AND WITH THE APPROVAL OF THE ENGINEER, FENCING MAY BE REMOVED TO FACILITATE CONSTRUCTION; HOWEVER, FENCING
ALL EXISTING FENCES ALONG THE RIGHT-OF-WAY SHALL BE PROTECTED IN PLACE, UNLESS NOTED OTHERWISE. AT THE OPTION OF
JOIN LOCATIONS, THE CONTRACTOR SHALL VERIFY THESE ELEVATIONS PRIOR TO CONSTRUCTION AND JOIN FEATURES AT EXISTING ELEVATIONS.
DIMENSIONS SHOWN IN PARENTHESES INDICATE APPROXIMATE EXISTING DIMENSIONS. WHERE ELEVATIONS ARE SHOWN IN PARENTHESES AT
WALKWAYS AND MAINTENANCE ROADS PER CSX STANDARDS.
SIGNAL AND COMMUNICATION CONDUITS, CABLES, WIRES, OR OTHER TRACK, TRACK BED, AND RIGHT-OF-WAY.
MAY WORK PROCEED IN ANY AREA WITHOUT ADVANCE APPROVAL OF CSX'S SIGNAL ENGINEER. CSX SHALL LOCATE ALL
WORK WILL BE PHASED TO EFFECT THE CONTINUED OPERATION OF EXISTING SIGNAL SYSTEM DURING CONSTRUCTION. IN NO INSTANCE
ALL WORK SHALL BE COORDINATED WITH CSX'S SIGNAL ENGINEER, SIGNAL FORCES AND SIGNAL CONTRACTOR THRU THE ENGINEER.
PRIOR TO CONSTRUCTION, CSX STANDARD PROJECT NOTICE SIGNS SHALL BE PLACED AT LOCATIONS AS DIRECTED BY THE ENGINEER.
SIGNAGE SHALL BE FULLY RESTORED UPON COMPLETION OF EACH DAYS WORK IN ACCORDANCE WITH CSX ENGINEERING STANDARDS.
EXISTING RAILROAD SIGNAGE (INCLUDING SPEED SIGNS) SHALL BE MAINTAINED DURING THE CONSTRUCTION PERIOD. ALL RAILROAD
APPROVAL OF THE ENGINEER.
THE CONTRACTOR SHALL NOT PLACE MATERIAL AND/OR EQUIPMENT WITHIN 25 FEET OF AN ACTIVE TRACK AT ANY TIME WITHOUT PRIOR
FREIGHT TRAFFIC MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
THE MOVEMENT OF TRAINS WILL BE UNDER THE AUTHORITY AND OVERALL CONTROL OF THE ENGINEER OR HIS REPRESENTATIVE.
WITH THE ENGINEER BEFOREHAND. NO SUCH WORK SHALL BE COMMENCED WITHOUT THE ENGINEER'S APPROVAL. WORK AFFECTING
RAIL TRAFFIC DISRUPTIONS SHALL BE KEPT TO A MINIMUM. DISRUPTIONS IN RAIL TRAFFIC THAT MAY BE REQUIRED SHALL BE COORDINATED
CONTRACTOR SHALL REFER TO THE SPECIFICATIONS FOR FURTHER INFORMATION REGARDING SUBMITTAL REQUIREMENTS.
SCHEDULE AND OPERATIONS PLAN. EACH ITEM OF WORK SHALL BE DESCRIBED AND ACCOUNTED FOR IN THE CONTRACT DOCUMENTS. THE
THE LIMITS OF WORK ACTIVITIES. THE CONTRACTOR SHALL SUBMIT AND RECEIVE THE ENGINEER'S APPROVAL OF THE CONTRACTORS PROJECT
PRIOR TO COMMENCING WORK, ALL EXISTING SITE CONDITIONS SHALL BE FIELD VERIFIED WITH THE ENGINEER TO ASCERTAIN
COORDINATE CONSTRUCTION ACTIVITIES THROUGH THE ENGINEER SO AS TO MINIMIZE INTERFERENCE WITH OTHERS.
FIBER OPTIC, UTILITIES, ETC.) MAY OCCUR DURING THE CONSTRUCTION PERIOD OF THIS CONTRACT. THE CONTRACTOR SHALL
ON-SITE CONSTRUCTION BY OTHERS, INCLUDING ROUTINE MAINTENANCE WORK, (CSX FORCES, CSX SIGNAL CONTRACTOR,
FINAL PLACEMENT OF EXCAVATED EXCESS MATERIAL TO BE DETERMINED BY THE ENGINEER.
CONTRACTOR'S EXPENSE UNLESS OTHERWISE STATED BY THE ENGINEER.
REPAIRS TO FACILITIES INTENDED TO REMAIN IN PLACE SHALL BE MADE BY THE CONTRACTOR AT THE
OTHER ITEMS THAT MIGHT IMPAIR CONSTRUCTION ACTIVITIES. INCONSISTENCIES FOUND SHALL BE REPORTED TO THE ENGINEER.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR CONFLICTS WITH EXISTING UTILITIES, SIGNAL CABLES / EQUIPMENT AND/OR
THE CONTRACTOR SHALL PROTECT ALL CSX SIGNAL FACILITIES IN PLACE.
PRIOR TO EACH CONSTRUCTION ACTIVITY WITHIN CSX RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY CSX SIGNAL REPRESENTATIVE.
AND COMPLY WITH ITS DIRECTIVE.
THE CONTRACTOR SHALL BECOME FAMILIAR WITH LEGISLATION OUTLINING PROCEDURES FOR LOCATING UTILITIES BY HAND EXCAVATION
ADDITIONAL GRADING WORK.
OTHER FACILITY, GRADING SHALL PROVIDE FOR A CONTINUOUS GRADE SO THAT THE RAILROAD CAN SUBSEQUENTLY LAY TRACK WITH NO
LIMITS OF GRADING AS SHOWN ON THE PLANS ARE APPROXIMATE. WHERE LIMIT OF GRADING IS ADJACENT TO A BRIDGE, CROSSING, OR
MODIFICATIONS TO THIS PHASING PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.
CONTRACTOR SHALL SUBMIT A CONSTRUCTION PHASING PLAN TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. ANY
DISCHARGING OFF OF CSX R/W.
THE CONTRACTOR SHALL COMPLY WITH THE STATE OF NORTH CAROLINA NPDES PERMIT REGARDING THE TREATMENT OF WATER BEFORE
POSITIVE DRAINAGE MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION TO PREVENT PONDING OF WATER.
SUBGRADE PREPARATION AND PLACEMENT OF SUBBALLAST TO GRADES INDICATED ON THE PLANS.
OF SUBBALLAST AND THE PREPARATION AND PLACEMENT OF THE PRE-BALLAST PAD. GRADING WORK CONSISTS OF
ALL MATERIAL FROM THE TOP OF THE SUBBALLAST AND UP. THE CONTRACTOR IS RESPONSIBLE FOR ALL GRADING WORK BELOW THE TOP
CSX TRANSPORTATION AND THE PROJECT CONTRACTOR WILL JOINTLY COORDINATE AND CONSTRUCT ALL TRACKWORK. TRACKWORK DONE WILL INCLUDE
CONSTRUCTED AT THE CORRECT VERTICAL AND HORIZONTAL LOCATIONS.
CONTRACTOR'S RESPONSIBILITY TO UTILIZE THESE CONTROL POINTS TO ASSURE THAT ALL FACILITIES INCLUDED IN THIS PROJECT ARE
HORIZONTAL AND VERTICAL CONTROL POINTS FOR THE TRACK LAYOUT ARE IDENTIFIED IN THE CONTRACT DOCUMENTS. IT SHALL BE THE
THE CONTRACTOR SHALL COMPLY WITH ALL RAILROAD OCCUPANCY REQUIREMENTS INCLUDING INSURANCE REQUIREMENTS.
RIGHT-OF-ENTRY PERMITS NEEDED FOR THE WORK SHALL BE OBTAINED BY THE CONTRACTOR UNLESS OTHERWISE NOTED.
COMPANIES, AGENCIES AND OTHER CONTRACTORS WHO MAY BE AFFECTED BY THIS WORK. ALL REQUIRED PERMITS INCLUDING RAILROAD
ALL CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED AND COORDINATED THROUGH THE ENGINEER, INCLUDING THE VARIOUS
THIS CONTRACT.
CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS AND THE SPECIFICATIONS FOR
GENERAL NOTES
ALL ORGANIC MATERIAL AND TOPSOIL IS TO BE STRIPPED FROM THE FOOTPRINT OF ALL PROPOSED FILL AND TRACK CONSTRUCTION AREAS.
OF FIBER OPTIC CABLES OR MARKERS TO BE PER THE OWNER'S FORCES.
FIBER OPTIC CABLES AND MARKERS SHALL BE PROTECTED IN PLACE BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL RELOCATION/REMOVAL
PRIOR TO COMMENCING WORK.
COMMUNICATIONS & SIGNALS CONTROL DESK (1-888-999-1725) AT LEAST THREE (3) WORKING DAYS, BUT NOT MORE THAN FOURTEEN (14) CALENDAR DAYS,
THE UTILITY CONTRACTOR SHALL CONTACT THE "CALL BEFORE YOU DIG" ONE-CALL CENTER AT THE 811 NATIONAL PHONE NUMBER AND THE CSX SYSTEM
MAY BE ISSUED BEFORE A "PERMIT TO EXCAVATE" IS VALID.
LOCATE AND WHAT TYPE OF WORK WILL BE DONE. DEPENDING ON THE STATE WHERE THE PROJECT LOCATES, A DIG SAFE IDENTIFICATION NUMBER
BEFORE CONSTRUCTION WORK BEGINS. THE CONTRACTOR IS TO GIVE THE 811 OPERATOR THE PROPER INFORMATION ON WHERE THE DIGGING WILL
ON-LINE REQUEST AT WWW.CALL811.COM, AT LEAST TWO (2) TO THREE (3) FULL BUSINESS DAYS, EXCLUDING WEEKENDS AND LEGAL HOLIDAYS,
THE PROJECT CONTRACTOR SHALL NOTIFY THE "CALL BEFORE YOU DIG"ONE-CALL CENTER AT THE 811 NATIONAL PHONE NUMBER, OR MAKE
OR OTHER WORK WHICH MAY AFFECT UTILITY COMPANY FACILITIES.
THE CONTRACTOR SHALL ENSURE THAT REQUIRED NOTIFICATION IS PROVIDED TO APPROPRIATE UTILITY COMPANIES PRIOR TO EXCAVATION
COMMENCEMENT OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF CONFLICTS ARE FOUND.
LOCATION AND DEPTH OF ALL UTILITIES IN THE VICINITY OF NEW CONSTRUCTION IS TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
UTILITIES SHOWN ON THESE DRAWINGS. THE INDICATED LOCATIONS OF THESE UTILITIES ARE APPROXIMATE AND MAY NOT BE ACCURATE. THE
STANDARD METHODS AND RECORDS AVAILABLE AS OF THE DATE OF THESE DRAWINGS HAVE BEEN UTILIZED TO CONFIRM THE EXISTENCE OF
AND AGREEMENTS BETWEEN CSX TRANSPORATION AND INDIVIDUAL UTILITY AGENCIES.
THE WORK OF THE CONTRACT IS IN PROGRESS, OR BE RELOCATED, MODIFIED OR REMOVED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS
OVERHEAD FIBER OPTIC LINES. THESE FACILITIES SHALL EITHER REMAIN IN PLACE AND SHALL BE PROTECTED BY THE CONTRACTOR WHILE
LINES, UNDERGROUND STORM WATER LINES, UNDERGROUND SIGNAL LINES, OVERHEAD ELECTRIC LINES, OVERHEAD TELEPHONE LINES AND
BUT NOT LIMITED TO UNDER- GROUND GAS LINES, UNDERGROUND FIBER OPTIC LINES, UNDERGROUND WATER LINES, UNDERGROUND SEWER
AS INDICATED ON THE DRAWINGS, THE PROJECT SITE IS TRAVERSED BY VARIOUS UNDERGROUND AND OVERHEAD UTILITY LINES, INCLUDING
3. DIRECT CONTACT WITH PUBLIC AND PRIVATE UTILITY OWNERS
2. CSX STATION AND RIGHT-OF-WAY MAPS
1. CSX PERMIT AGREEMENT RECORDS
VERIFICATION. PRIMARY SOURCES OF UTILITY INFORMATION INCLUDE:
UTILITY INFORMATION WAS OBTAINED FROM AVAILABLE RECORDS. LOCATIONS SHOWN ON PLANS ARE APPROXIMATE AND SUBJECT TO FIELD
AS WELL AS FIELD SURVEY.
RIGHT-OF-WAY AND PARCEL BOUNDARY INFORMATION REPRESENTED ON THESE DRAWINGS IS BASED ON VALUATION MAPS PROVIDED BY CSX, LIDAR,
LJA RAIL, LLC.
SELECTIVE TOP OF RAIL SURVEY ON MAINLINE TRACKS WITHIN THE STUDY LIMITS WAS PERFORMED BY DRMP DURING 2020 UNDER CONTRACT TO
THE VERTICAL DATUM FOR SURVEY DEVELOPED FOR THE DESIGN PROJECT IS BASED ON NAVD 88.
ALL MAPPING AND SURVEY INFORMATION WAS DEVELOPED - US STATE PLANE NORTH CAROLINA COORDINATE SYSTEM (GRID).
ENGINEER SHALL BE KEPT FULLY INFORMED AS TO SUCH REQUESTS FOR CLOSURE.
CLOSURES AT GRADE CROSSING SHALL BE COORDINATED, BEFOREHAND, WITH THE CITY AND/OR AGENCIES HAVING JURISDICTION. THE
ROADWAY DISRUPTIONS SHALL BE KEPT TO A MINIMUM, AS PRESCRIBED BY THE PERMITTING AGENCY, DURING CONSTRUCTION. ALL LANE
CSX, DURING GRADE CROSSING RECONSTRUCTION.
ON MULTIPLE TRACK GRADE CROSSINGS THE CONTRACTOR SHALL MAINTAIN RAIL TRAFFIC, OVER AT LEAST ONE TRACK, AS DESIGNATED BY
OF THE GOVERNING MUNICIPALITIES AND STATE AGENCY.
LOCATION AND OBTAIN ALL PERMITS REQUIRED FOR THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE CONSTRUCTION STANDARDS
THE CONTRACTOR SHALL COORDINATE WITH THE GOVERNING MUNICIPALITY AND STATE AGENCY FOR EACH GRADE CROSSING
DRAINAGE FACILITIES WILL BE RECORDED ON AS- BUILT DRAWINGS.
PIPES AND CULVERTS TO BE ABANDONED SHALL BE CAPPED OR BULK HEADED AT EACH RESPECTIVE LOCATION AND FILLED. ALL ABANDONED
MAINTAINED SHALL BE CLEANED AND FLUSHED, AS NECESSARY, TO RESTORE FULL CAPACITY.
DEFINED ON THE CONTRACT DRAWINGS, THAT ARE TO REMAIN AND BE MAINTAINED. EXISTING PIPES AND CULVERTS THAT ARE TO BE
THE CONTRACTOR SHALL VERIFY THE INVERTS, ELEVATIONS AND, LOCATIONS OF ALL EXISTING DRAINAGE FACILITIES, WITHIN THE PROJECT AREA AS
RESPONSIBILITY TO MAINTAIN AND PRESERVE ALL STAKES AND OTHER MARKS ESTABLISHED, UNTIL AUTHORIZED TO REMOVE THEM.
THE CONTRACTOR SHALL PROVIDE ALL LAYOUT AND CONSTRUCTION STAKING FOR THE ENTIRE PROJECT. IT SHALL BE THE CONTRACTOR'S
TO INFORM THE ENGINEER IN WRITING, AND THE ENGINEER SHALL PROMPTLY ARRANGE CORRECTION THEREOF.
CONDITION OR ANY ERRORS IN THE PLANS OR LAYOUTS AS GIVEN BY STAKING OR INSTRUCTIONS IT SHALL BE THE CONTRACTOR'S DUTY
IN THE EVENT THE CONTRACTOR, AS THE WORK PROGRESSES, FINDS ANY DISCREPANCIES BETWEEN THE PLANS AND THE PHYSICAL
WITH THE PROJECT SIGNAL PLANS PRIOR TO THE START OF CONSTRUCTION.
SIGNAL LOCATIONS ARE SHOWN ON THIS PLAN FOR REFERENCE. SIGNAL LOCATIONS SHOULD BE CROSS REFERENCED AND CONFIRMED
ACB 244.42-03
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
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CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
3 0
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C
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\
0
0
2
_
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C
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2
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4
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4
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LEVEL 2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
- ABBREVIATIONS -
CTV
CTLVR
CT
CT
CSXT
CSX
CSDG
CS
CR
CP
CORR
CONRAIL
CONC
CO
CNTY
CMP
CMB
CLR
CJ
CIP
CIP
CFLS&G
CF
CC
CB
CANT-FLS&G
CANT
C/L OR >
C/C
C&S
C&G
C
C
BTR
BR
BOW
BOCT
BOC
BNSF
BM
BLVD
BCR
BC
AVE
ATR
AREMA
APWA
APPROX
APE
AP
AMTRAK
AIRX
AC
ABAN
s
c
#
%
"
'
°
@
&
CABLE TELEVISION
CANTILEVER
CURVE TO TANGENT
CONCRETE TIES
CSX TRANSPORTATION, INC.
CSX TRANSPORTATION, INC.
CONTROLLED SIDING
CURVE TO SPIRAL
COUNTY ROAD
CONTROL POINT
CORRUGATED
CONSOLIDATED RAIL CORPORATION
CONCRETE
COUNTY
COUNTY
CORRUGATED METAL PIPE
CRUSHED MISCELLANEOUS BASE
CLEAR or CLEARANCE
CONTROL JOINT or WEAKENED-PLANE JOINT
CAST IRON PIPE
CAST IN PLACE
CANTILEVER FLASHING LIGHTS & GATES
CURB FACE
CENTER OF CURVE
CATCH BASIN
CANTILEVER FLASHING LIGHTS & GATES
CANTILEVER
CENTERLINE
CENTERLINE-TO-CENTERLINE
COMMUNICATIONS & SIGNALS
CURB AND GUTTER
CONDUIT
CASING
- C -
BELOW TOP OF RAIL
BRIDGE
BACK OF WALK
COMPANY, THE
BALTIMORE AND OHIO CHICAGO TERMINAL RAILROAD
BACK OF CURB
BURLINGTON NORTHERN SANTA FE RAILWAY
BENCHMARK
BOULEVARD
BEGINNING OF CURB RETURN (CLOCKWISE)
BEGINNING OF CURVE
- B -
AVENUE
ABOVE TOP OF RAIL
MAINTENANCE-OF-WAY ASSOCIATION
AMERICAN RAILWAY ENGINEERING AND
AMERICAN PUBLIC WORKS ASSOCIATION
APPROXIMATELY
AREA OF POTENTIAL EFFECT
ANGLE POINT
NATIONAL RAILROAD PASSENGER CORPORATION
COMPRESSED AIR
ASPHALT CONCRETE
ABANDONED
- A -
CENTRAL ANGLE (SPIRAL)
CENTRAL ANGLE (CURVE)
DELTA or CENTRAL ANGLE OF CIRCULAR CURVE
POUND or NUMBER
PERCENT
INCH or INCHES or SECOND(S)
FOOT or FEET or MINUTE(S)
DEGREE(S)
AT
AND
GV
GRD
GM
GL
GB
GATES
ga
G2
G1
G
G
FT
FS
FOC
FO
FLS
FL
FH
FBW
F
EXPWY
EMT2
EMT1
EXMT or EMT
EX or EXIST
EW
Eu
Es
EQBK
EQAHD
EQ
EOT
EMPA
E'LY
ELEV
EL
EJ
EGL
EF
EE
ECR
Ec
EC
EBM
EB
Ea
E/o
e.g.
E
E
E
DWG
DU
DTMF
DS
DR
DOT
DIV
DIP
DI
DI
DESC
DED
DD
Dc
GAS VALVE
GRADE or GROUND
GAS METER
GASOLINE
GRADE BREAK
FLASHING LIGHTS & GATES
GAGE
GRADE EXITING VERTICAL CURVE
GRADE ENTERING VERTICAL CURVE
GRADE
GAS
- G -
FOOT or FEET
FINISHED SURFACE
FIBER OPTIC CABLE
FIBER OPTIC
FLASHING LIGHTS
FLOW LINE
FIRE HYDRANT
FACE OF BACKWALL (BRIDGE)
FREIGHT
- F -
EXPRESSWAY
EXISTING MAIN TRACK 2
EXISTING MAIN TRACK 1
EXISTING MAIN TRACK (SINGLE MAIN)
EXISTING
EACH WAY
SUPERELEVATION, UNBALANCED
EXTERNAL DISTANCE (SPIRALED CURVE)
EQUATION BACK
EQUATION AHEAD
EQUAL or EQUATION
END OF TRACK
EXCESS MATERIAL PLACEMENT AREA
EASTERLY
ELEVATION
ELEVATION
EXPANSION JOINT
ENERGY GRADE LINE
EACH FACE
EAST END
END OF CURB RETURN (CLOCKWISE)
EXTERNAL DISTANCE (CURVE)
END OF CURVE
EASTBOUND MAIN (TRACK)
EASTBOUND
SUPERELEVATION, ACTUAL
EAST OF
FOR EXAMPLE
EXTERNAL DISTANCE
ELECTRIC
EAST or EASTING
- E -
DRAWING
DUCT
DUAL TONE MULTI-FREQUENCY (RADIO)
DESIGN SPEED
DRIVE
DEPARTMENT OF TRANSPORTATION
DIVISION
DUCTILE IRON PIPE
DUCTILE IRON
DROP INLET
DESCRIPTION
DRAGGING EQUIPMENT DETECTOR
DEFECT DETECTOR
DEGREE OF CURVE
- D -
OTM
OPP
OP
OOS
OHB
OH
OD
O.C.
O. TO O.
O
NW
NTS
NSRY
NS
NO
N'LY
NE
NBM
NB
N/o
N
MWI
MTD
MT2
MT1
MT
MPH
MP
MIN
MH
MAX
MAIN
LT
Ls
LP
LLT
LH
LG
LF
Lc
L
JT
JCT
IRR
INV
I
I
HWY
HP
HORIZ
HGL
HDPE
HBD
OTHER TRACK MATERIAL
OPPOSITE
OVERPASS
OUT-OF-SERVICE
OVERHEAD BRIDGE
OVERHEAD
OUTSIDE DIAMETER
ON CURB
OUT-TO-OUT
OIL
- O -
NORTHWEST
NOT TO SCALE
NORFOLK SOUTHERN RAILWAY
NORFOLK SOUTHERN
NUMBER or NORTHERN
NORTHERLY
NORTH END or NORTHEAST
NORTHBOUND MAIN (TRACK)
NORTHBOUND
NORTH OF
NORTH or NORTHING
- N -
MAINTENANCE OF WAY INSTRUCTIONS (CSX)
MULTIPLE TILE DUCT
MAIN TRACK 2
MAIN TRACK 1
MAIN TRACK (SINGLE MAIN)
MILES PER HOUR
MILEPOST
MINIMUM
MANHOLE
MAXIMUM
MAIN TRACK
- M -
LEFT
LENGTH OF SPIRAL
LOW POINT
LAST LONG SWITCH TIE
LEFT HAND
LIP OF GUTTER
LINEAR FOOT or LINEAR FEET
LENGTH OF CURVE
LEFT or LENGTH
- L -
(BLANK)
- K -
JOINT
JUNCTION
- J -
IRRIGATION
INVERT
TOTAL CENTRAL ANGLE (FULL CURVE INCL SPRIALS)
INTERSTATE HIGHWAY
- I -
HIGHWAY
HIGH POINT OR HIGH PRESSURE
HORIZONTAL
HYDRAULIC GRADE LINE
HIGH DENSITY POLYETHYLENE (PIPE)
HOT BOX DETECTOR
- H -
SWK
SW
SUBDIV
SUB
STM
STD
STA
ST
ST
SSMH
SSDG
SS
SO
SMH
S'LY
SL
SIG
SF
SE
SDMH
SDG
SD
SC
SBM
SB
SB
S/o
S
RWY
RW
RT
RR
RPM
ROW
RH
RD
RCP
RCB
R/W
R/C
R
PVT
PVT
PVI
PVC
PVC
PUC
PT
PS
PRO or PROP
PRC
POT
POE
POC
POB
PMT2
PMT1
PMT
PKWY
PITO
PIP
PI
PETRO
PED
PCC
PCC
PC
PB
P/L
P or PSGR
P
SIDEWALK
SOUTHWEST
SUBDIVISION
SUBDIVISION
STEAM
STANDARD
STATION
STREET
SPIRAL TO TANGENT
SANITARY SEWER MANHOLE
SIGNALED SIDING
SANITARY SEWER
SOUTHERN
SANITARY SEWER MANHOLE
SOUTHERLY
STREET LIGHT
SIGNAL
SQUARE FOOT or SQUARE FEET
SOUTH END or SOUTHEAST
STORM DRAIN MANHOLE
SIDING
SUBDIVISION
SPIRAL TO CURVE
SOUTHBOUND MAIN (TRACK)
SOUTHBOUND
SUBBASE
SOUTH OF
SOUTH
- S -
RAILWAY
RECLAIMED WATER
RIGHT
RAILROAD
RAISED PAVEMENT MARKER
RIGHT-OF-WAY
RIGHT HAND
ROAD
REINFORCED CONCRETE PIPE
REINFORCED CONCRETE BOX
RIGHT-OF-WAY
RAIL CHANGE
RIGHT or RADIUS or RATE OF CHANGE
- R -
(BLANK)
- Q -
PRIVATE
POINT OF VERTICAL TANGENCY
POINT OF VERTICAL INTERSECTION
POLYVINYL CHLORIDE (PIPE)
POINT OF VERTICAL CURVE
PUBLIC UTILITIES COMMISSION
POINT OF TANGENT
POINT OF SWITCH
PROPOSED
POINT OF REVERSE CURVATURE
POINT ON TANGENT
POINT OF ENDING
POINT ON CURVE
POINT OF BEGINNING
PROPOSED MAIN TRACK 2
PROPOSED MAIN TRACK 1
PROPOSED MAIN TRACK (SINGLE MAIN)
PARKWAY
POINT OF INTERSECTION OF TURNOUT
PROTECT IN PLACE
POINT OF INTERSECTION
PETROLEUM
PEDESTRIAN
PORTLAND CEMENT CONCRETE
POINT OF COMPOUND CURVATURE
POINT OF CURVE
PULL BOX
PROPERTY LINE
PASSENGER
PETROLEUM
- P -
YL
YD
XO2
XO1
XO
XING
XB
WYE
WV
WPJ
WM
W'LY
WKWY
WGT
WE
WBM
WB
W/o
W
W
VS
VERT
VCP
VAR
VAL
VAL STA
VAL SEC
VAL MAP
V
US
UPRR
UP
UNO
UNK
UD
TYP
TTS
TT
TT
TS
TS
TS
Ts
TRK
TOR or T/R
TO or T.O.
TL
TGC
TG
TF
TC
TC
TAN
T
T
(BLANK)
- Z -
YARD LIMITS
YARD
- Y -
CROSSOVER 2
CROSSOVER 1
CROSSOVER
CROSSING
CROSSBUCKS
- X -
WYE TRACK
WATER VALVE
WEAKENED-PLANE JOINT
WATER METER
WESTERLY
WALKWAY
WEIGHT
WEST END
WESTBOUND MAIN (TRACK)
WESTBOUND
WEST OF
WATER
WEST
- W -
VALUATION STATION
VERTICAL
VITRIFIED CLAY PIPE
VARIES
VALUATION MAP OR STATION
VALUATION STATION
VALUATION SECTION
VALUATION MAP
VELOCITY
- V -
UNITED STATES
UNION PACIFIC RAILROAD
UNDERPASS
UNLESS NOTED OTHERWISE
UNKNOWN
UNDERDRAIN
- U -
TYPICAL
TIMETABLE SPEED
TIMETABLE
(TIMBER) TRANSITION TIES
TRAFFIC SIGNAL
TANGENT TO SPIRAL
SUBTANGENT DISTANCE
LENGTH OF SPIRAL
TRACK
TOP OF RAIL
TURNOUT
TOTAL LENGTH
THE GAS COMPANY
TOP OF GRATE
TRACK FOOT or TRACK FEET
TRACK CENTERS or TOP OF CURB
TANGENT TO CURVE
TANGENT
TELEPHONE
TANGENT
- T -
ABBREVIATIONS
ACB 244.42-04
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
O
S
T
E
L
E
ME
N
T
N
U
MB
E
R
P
R
O
J
E
C
T
WO
R
K
E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
4 0
11/
11/
2
0
2
1
2
:
5
1:
0
5
P
M
R
:
\
P
r
o
j
e
c
t
s
\
2
3
8
8
-
C
S
X
\
3
0
7
7
-
W
ilm
in
g
t
o
n
N
C
B
r
id
g
e
s
\
0
0
0
_
C
A
D
D
\
0
0
2
_
S
H
E
E
T
S
\
A
C
B
2
4
4
.
4
2
\
2
3
8
8
3
0
7
7
-
S
H
T
-
L
G
0
1.
d
g
n
LEVEL 2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
CURVE DATA
CONCRETE PANELS
RAILROAD CROSSING SYMBOL
WETLAND DELINEATION FLAG
MEDIAN ISLAND BARRIER
WHITE STOP LINE
PS
OF FROG
•" POINT
HEEL OF FROG
GRADING LIMIT CUT
GRADING LIMIT FILL
UTILITIES
XX(OH)XX(OH)
ASPHALT
ACCESS ROAD (SUBBALLAST)
ASPHALT OVERLAY ON EXISTING PAVEMENT
BALLAST
TEMPORARY CONSTRUCTION EASEMENT
PITO
CURVE NUMBER
CONCRETE
HEADWALL
CITY OR COUNTY BOUNDARY
FENCE
CASINGC
FO
T TELEPHONE
G GAS
W WATER
SS
CABLE TELEVISION
ELECTRIC
C&S
SANITARY SEWER
IRR IRRIGATION
FIBER OPTIC
X
EXISTING PROPOSED
OIL
PVC (DRAIN)
PERFORATED UNDERDRAIN (PVC)UD
PVC
UNK UNKNOWN UTILITY
ABAN ABANDONED UTILITY
AIRX COMPRESSED AIR
PETROLEUMP
STM STEAM
RW RECLAIMED WATER
GL GASOLINE
SL STREET LIGHT
TS TRAFFIC SIGNAL
RIGHT-OF-WAY MILEPOST
POINT OF VERTICAL INTERSECTION
SUBGRADE EARTH
TIMBER
EXISTING PROPOSED
LAST LONG SWITCH TIE
CURVE C-00
30 MPH (P)
DS = 25 MPH (F)
Ls = 31'
Ea = 1"
Lc = 123.45'
R = 1,234.56'
I = 1°23'45"
Dc = 1°23'45"
CTV
COMMUNICATIONS & SIGNALS
DESIGN SPEED (F) FREIGHT, (P) PASSENGER
LENGTH OF SPIRAL
SUPERELEVATION, ACTUAL
TOTAL LENGTH OF CURVE, INCL SPIRALS
RADIUS
TOTAL CENTRAL ANGLE, INCL SPIRALS
DEGREE OF CURVE
OIL
ELEC
SD STORM DRAIN
CROSSING GATE
CROSSING CANTILEVER WITH FLS
CROSSING CANTILEVER WITH DUAL FLS
CROSSING FLASHING LIGHT SIGNAL (FLS)
CROSSING FLASHING LIGHT SIGNAL & GATE
MP#PRES
T
A
#
#
#
#
+
#
#
TURNOUT MANUAL
CROSSOVER MANUAL
TURNOUT POWER
CROSSOVER POWER
POINT OF SWITCH (MANUAL)
POINT OF SWITCH (POWER)
SIGNPOST
TRACK TO BE SHIFTED
TURNOUT POWER (DTMF)
TRACK TO BE RAISED
TRACK
EXISTING PROPOSED
POINT OF SWITCH (DTMF)
RETIRE
TRACK TO REHAB
RR TUNNEL
CULVERT
HIGHSTAND ABSOLUTE SIGNALS
DWARF ABSOLUTE SIGNALS
OVERHEAD ABSOLUTE SIGNALS
HIGHSTAND INTERMEDIATE SIGNALS
DWARF INTERMEDIATE SIGNALS
OVERHEAD INTERMEDIATE SIGNALS
DTMF SIGNAL INDICATORS
DD
DERAIL
DEFECT DETECTOR
FLANGE LUBRICATOR
DD DD
BUMPING POST
(TYP E,T OR TV)
OVERHEAD LINE
RAILROAD ASSETS
EXISTING PROPOSED RETIRE
XING AT GRADE
RR OVER BRIDGE
OVERHEAD BRIDGE
DITCH FLOW LINE
SIGNAL HOUSE
PAVEMENT
RETIRE /REMOVE
CONSTRUCTION
TYPICAL TURNOUT
COMPONENTS
& MILEPOST
STATIONING
FOREIGN RR TRACK
STATION
EQUATION SYMBOL
TRACK (FUTURE)
TRACK (MOW)
CROSSINGS & CULVERTS
(NO IMPACTS)
EXISTING WETLANDS LIMITS
WETLAND IMPACT
RIPARIAN BUFFER
NOT IN CONTRACT
SYMBOLS
ACB 244.42-05
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
O
S
T
E
L
E
ME
N
T
N
U
MB
E
R
P
R
O
J
E
C
T
WO
R
K
E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
5 0
11/
11/
2
0
2
1
2
:
5
1:
0
6
P
M
R
:
\
P
r
o
j
e
c
t
s
\
2
3
8
8
-
C
S
X
\
3
0
7
7
-
W
ilm
in
g
t
o
n
N
C
B
r
id
g
e
s
\
0
0
0
_
C
A
D
D
\
0
0
2
_
S
H
E
E
T
S
\
A
C
B
2
4
4
.
4
2
\
2
3
8
8
3
0
7
7
-
S
H
T
-
L
G
0
2
.
d
g
n
LEVEL 2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
NOTES:
IS BASED ON UTILITY LOCATION SERVICES AND FIELD OBSERVATIONS.
UNDERGROUND UTILITIES HAVE NOT BEEN VERIFIED, ALL LOCATION INFORMATION
AND THEREFORE ARE APPROXIMATIONS. REQUIRES VERIFICATION.
RIGHT-OF-WAY BOUNDARIES ARE BASED SOLELY ON VALUATION MAPS
2.
1.
PLAN
PROFILE
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
O
S
T
E
L
E
ME
N
T
N
U
MB
E
R
P
R
O
J
E
C
T
WO
R
K
E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
6 0
11/
11/
2
0
2
1
2
:
5
1:
1
2
P
M
R
:
\
P
r
o
j
e
c
t
s
\
2
3
8
8
-
C
S
X
\
3
0
7
7
-
W
ilm
in
g
t
o
n
N
C
B
r
id
g
e
s
\
0
0
0
_
C
A
D
D
\
0
0
2
_
S
H
E
E
T
S
\
A
C
B
2
4
4
.
4
2
\
2
3
8
8
3
0
7
7
-
S
H
T
-
R
P
0
1.
d
g
n
PEMBROKE, NC WILMINGTON, NC
0 100'50'50'
GRAPHIC SCALE:HORIZ. 1" = 50'
0 10'20'10'
GRAPHIC SCALE:VERT. 1" = 10'
RR EAST RR WEST
LEVEL 2
NOT FOR CONSTRUCTION
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SUB: WILMINGTONZONE: FLORENCE
PROPOSED BRIDGE UPGRADES
V06611
V.3,N.C.
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
-10
10
20
30
0
24+00 25+0022+0021+0020+00 28+00 29+0027+0026+00 30+00 31+00 32+00 33+00 34+00 35+00
-10
0
10
30
20
23+00
EXISTING MAIN PLAN AND PROFILE
ACB 244.42-06
P
R
O
P
O
S
E
D
T
/
R
E
L
E
V
=
1
8
.
2
8
E
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I
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T
/
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L
E
V
=
1
8
.
2
8
P
R
O
P
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=
1
8
.
0
9
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=
1
8
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9
RAILROAD STREET
S
TANLEY
S
TREET
CREEK
BURNT MILL
40
5050
40
CSX R/W
CSX R/W
E(OH)
MAIN LINE TOP OF RAIL
EXISTING AND PROPOSED
PROPOSED BRIDGE ACB 244.42
MAIN LINE TOP OF RAIL
EXISTING AND PROPOSED
PROPOSED BRIDGE ACB 244.42
(TO REMAIN)
EXISTING 42" PIPE
EXIST. OH ELEC
REMOVED AND REPLACED (TYP.)
EXIST. BRIDGE SIGNS TO BE
TEMPORARY CRANE BRIDGE
CONTRACTOR TO PROVIDE
(20' X 100')
POTENTIAL STORAGE AREA
(20' X 100')
POTENTIAL STORAGE AREA
FROM RAILROAD ST.
PROPOSED ACCESS ROAD
EXIST. MAIN
(TYP.)
EXIST. POLE
(40' X 120')
AND STORAGE AREA
CONSTRUCTION STAGING
25+00 30+00 35+00
20+00
6
5
'
6
5
'
PLAN
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
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T
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D
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S
I
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N
A
T
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I
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M
L
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E
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N
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MB
E
R
P
R
O
J
E
C
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WO
R
K
E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
7 0
11/
12
/
2
0
2
1
5
:
5
0
:
2
7
P
M
R
:
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2
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PEMBROKE, NC WILMINGTON, NC
RR EAST RR WEST
LEVEL 2
ELEVATION
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
6
5
'
-
0
"
C
S
X
R
/
W
6
5
'
-
0
"
C
S
X
R
/
W
GENERAL PLAN AND ELEVATION
ACB 244.42-07
0
10
5
-5
0
10
5
-5
27+00 28+00
B
U
R
N
T
MI
L
L
C
R
E
E
K
F
L
O
W
15 15
SCALE: 1" = 5'
80'-0" (FACE TO FACE OF PROPOSED BACKWALLS)
SPAN 1
38'-0" (C/C BEARING)
SPAN 2
39'-0" (C/C BEARING)10"10"
> BENT NO. 1
STA. 27+63.50
ELEV. 18.28 ELEV. 18.09
INSIDE FACE OF BACKWALL INSIDE FACE OF BACKWALL
BRIDGE
> TRACK &
EDGE OF CREEK
APPROXIMATE EDGE OF CREEK
APPROXIMATE
RIPRAP
LIMITS OF
RIPRAP
LIMITS OF
2:
1
2
'
-
0
"
GROUND LINE
EXISTING
20 20
SCALE: 1" = 5'
80'-0" (FACE TO FACE OF PROPOSED BACKWALLS)
STA. 27+24.00 STA. 28+04.00
8"8"HANDRAIL (TYP.)
LEGEND
AREA TO BE EXCAVATED
THOROUGHLY COMPACTED
THEN BACKFILLED AND
AREA TO BE EXCAVATED
NOTES:
BWW21 (TYP.)
PRECAST BACKWALL
(TYP.)
RETAINER WALL
PRECAST BALLAST
(4'-0" HEIGHT)(TYP.)
CAP PCC5
PRECAST INT. BENT
(4'-0" HEIGHT)(TYP.)
CAP PCC6
PRECAST END BENT
EXISTING AND PROPOSED T.O.R.EXISTING AND PROPOSED T.O.R.
(TYP.)
RETAINER WALL
PRECAST BALLAST
E
L
E
V
A
T
I
O
N
(
N
A
V
D
8
8
)
INSIDE FACE OF BACKWALL
(TO REMAIN)
42" PIPE
EXISTING
(TO BE REMOVED) (TYP.)
PILE EXISTING TIMBER
(TO BE REMOVED) (TYP.)
EXISTING TIMBER BENT
INSIDE FACE OF BACKWALL
RIP RAP (TYP.)
BEDDING STONE (TYP.)
STEEL PIPE PILES (TYP.)
REINFORCED CONCRETE FILLED
PROPOSED 36" DIAMETER
(TO BE REMOVED)(TYP.)
CROSS BRACING
EXISTING TIMBER
2:1
2
'
-
10
"
2
'
-
0
"
2:1
2:1
2:1
2
:
1
2
:
1
2
:
1
2
:
1
(TO REMAIN)
42" PIPE
EXISTING
DURATION OF THE PROJECT.
MAINTAINING THE UTILITIES THROUGHOUT THE
LOCATING ALL EXISTING UTILITIES AND FOR
2. THE CONTRACTOR IS RESPONSIBLE FOR
BY THE CONTRACTOR.
GROUND/MUD LINE AND DISPOSED OF PROPERLY
TO A MINIMUM OF 1'-0" BELOW THE PROPOSED
1. ALL EXISTING BRIDGE SHALL BE REMOVED
W36X232(TYP.)
STEEL BEAM SPAN
DOUBLE CURB DECK (TYP.)
PRECAST CONCRETE
PANEL SPAN DETAILS)
(SEE CSX STD# 2825-08 FOR
DOUBLE CURB DECK (TYP.)
PRECAST CONCRETE
(ELEV. 2.00)
FIELD SURVEY
OBSERVED DURING
CREEK WATER LINE
2:1
8'-8"
E
L
E
V
A
T
I
O
N
(TO BE REMOVED)(TYP.)
EXISTING TIMBER CAP
STA. 28+04.00
END BENT NO. 2
STA. 27+24.00
END BENT NO. 0
STA 27+40.00
BORE HOLE B-3
TYPICAL SECTIONS (1 OF 2)
3'-3"9'-0"9'-0"3'-3"
24'-6"
PROPOSED TYPICAL SECTION - END BENT
SCALE: 1/2" = 1'-0"
(4'-0" TALL)
BENT CAP PCC6
PRECAST END
ENVELOPE
AREMA CLEARANCE
RETAINING CURB
END BALLAST
POST (TYP.)
HANDRAIL
9'-0"9'-0"
8'-2"8'-2"6'-10"6'-10"
3
'
-
10
1/
4
"
BALLAST
8" MIN.
CL
TRACK/BRIDGE
EXIST. AND PROPOSED
BACKWALL BWW21
ONE PIECE
PIPE PILE (TYP.)
CONCRETE FILLED STEEL
C 36" DIA. REINFORCEDL
BOTTOM OF BEAM
TOP OF DECK
5
'
-
6
"
5
'
-
11
1/
4
"
1
1'
-
5
1/
4
"
16'-4" OUT TO OUT OF DECK PANEL
ACB 244.42-08
DECK PANEL
PRECAST CONCRETE
(TYP.)
ANCHOR BOLT
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
O
S
T
E
L
E
ME
N
T
N
U
MB
E
R
P
R
O
J
E
C
T
WO
R
K
E
L
E
M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
8 0
11/
11/
2
0
2
1
2
:
5
1:
1
9
P
M
R
:
\
P
r
o
j
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3
8
8
-
C
S
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\
3
0
7
7
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W
ilm
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t
o
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N
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B
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id
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\
0
0
0
_
C
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2
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T
S
\
A
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2
4
4
.
4
2
\
2
3
8
8
3
0
7
7
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0
1.
d
g
n
LEVEL 2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
BEAM (TYP.)
W36X232 STEEL
END DIAPHRAGM (TYP.)
SOLE PLATE
MASONRY PLATE
SHOCK PAD
TYPICAL SECTIONS (2 OF 2)
TYPICAL SECTION - OVERLAY
SCALE: 1/4" = 1'-0"
SCALE: 1/2" = 1'-0"
PROPOSED TYPICAL SECTION - INTERMEDIATE BENT
3'-3"9'-0"9'-0"3'-3"
24'-6"
(4'-0" TALL)
BENT CAP PCC5
PRECAST INTERMEDIATE
CL
PIPE PILE (TYP.)
CONCRETE FILLED STEEL
36" DIA. REINFORCED
CL
TRACK/BRIDGE
EXIST. AND PROPOSED
SCALE: 1/2" = 1'-0"
EXISTING TYPICAL SECTION
REMOVAL
(EXISTING TIMBER TRESTLE - FIELD MEASURED)
1
'
-
0
"
GROUND
CL TRACK
7'-0"7'-0"
14'-0"
ACB 244.42-09
PILE (TYP.)
14" DIA. TIMBER
12" x 12"
TIMBER CAP
6" x 12" (TYP.)
TIMBER STRINGER
8" x 8" (TYP.)
BALLAST CURB
3" THICK
TIMBER DECK
ENVELOPE
AREMA CLEARANCEPOST (TYP.)
HANDRAIL
9'-0"9'-0"
8'-2"8'-2"
3
'
-
10
1/
4
"
BALLAST
8" MIN.
CL
TRACK/BRIDGE
EXIST. AND PROPOSED
ANCHOR BOLT (TYP.)
BOTTOM OF BEAM
TOP OF DECK
16'-4" OUT TO OUT OF DECK PANEL
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
P
H
Y
S
I
C
A
L
E
N
T
I
T
Y
C
O
N
T
R
A
C
T
D
E
S
I
G
N
A
T
O
R
I
T
E
M
L
I
N
E
C
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S
T
E
L
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ME
N
T
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MB
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P
R
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C
T
WO
R
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E
L
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M
E
N
T
CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
9 0
11/
11/
2
0
2
1
2
:
5
1:
2
0
P
M
R
:
\
P
r
o
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\
2
3
8
8
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C
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7
7
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0
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2
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4
2
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2
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8
8
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7
7
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0
2
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d
g
n
LEVEL 2 WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
ZONE: FLORENCESUB: WILMINGTON
PROPOSED BRIDGE UPGRADES
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
V06611
V.3,N.C.
NO TRACK RAISE
SOLE PLATE
MASONRY PLATE
SHOCK PAD
DECK PANEL
PRECAST CONCRETE
END DIAPHRAGM (TYP.)
BEAM (TYP.)
W36X232 STEEL
17.5
1.5
2.0
6.0
6.0
1.5
1.5
1.5
-1.0
-
1.0
5.5
5.5
5.5
5.5
5.
0
5.0
5.0
5.
0 5.05.0
2.5
2.5
2.
5
2.5
2.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.0
4.5
4.5
4.54.5
4.5
4.5
4.5
4.5
3.5
3
.
5
3.5
3.5
3.5
3.5
3.5
3.5
3.
0
3.0
3.0
3.0
3.
0
3.0
3.0
3.0
3.
0
2.5
2.5
2.
5
2.5
2.
5
2.5
2.5
2.5
2.5
2.5
-1.0
-1.0
3.5
3.5
2.0
2.0
2.0
2.
0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
2.0
4.0
2.0
2.
0
2.0
2.0
2.0
2.0
2.0
2.0
3.53.5
2.0
2.0
5.0
5.05.0
5.0
5.0
5.0
5.0
5.
0
11.0
11.0
4.0
4.0
4.0
2.
5
2.0
2.0
2.0 2.0
10.5
10.5
10.5
10.5
10.
5
10.5
5.0
2.0
2.0
5.0
5.0
5.0
2.5
2.
5
2.
0
2.0
2.0
3.0
3.0
3.0
3.0
3.5
3.5
3.5
3.5
3.5
3.5
10.5
10.5
5.05.0
5.0
5.0
5.0
2.52.5
2.0
2.
0
2.0 2.
5
2.5
6.0
2.0
2.0
2.0 2.0
5.05.0
6.0
6.
0
6.0
19.0 19.5
18.0
18.0
18.5
18.5
17.0
17.0
17.0
17.5
17.5
16.5
19.5
19.5
8.5
9.0
9.
0
9.0
7.0
7.
0
17.5
7.0
7.0
17.0
17.0
16.5
14.0
14.0
3.5
3.5
3.5
3.5
3.5
3.5
12.0
17.
5
2.5
2.5
3.5
3.5
3.5
1
7.
0
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
1.0
1.0
1.0
1.0
1.5
17.5
0.5
0.5
17.
0
17.0
16.516.5
16.5
1
6.
5
16.5
-0.5
0.
5
0.0
14.5
14.5
1.5
0.5
-1.5
-1.0
-1.0-
0.
5
6
.
0
6.0
-1.0
-1.0
6.5
5.0
0.
5
0.5
0.
0
0.0
0.
0
0.0 0.0
-0.5
-0.5
5.0
5.0
-1.0
-1.
0
0.0
0.5
0.5
0.5
-1.
0
-1.0
-1.0 0.0
0.0
1.0
0.5
0.5
0.
5
0.5
0.5
-1.0 -
1.
0
-1.0
1.
5
1.5
7.5
1.0
-1.0
1.0
2.5
1.0
1.0
-1.0
-1.0 -1.0
-
1.0
-1.0-1
.
0
-1.0
-
1.
0
-1.0
5.5
5.5
5.
5
5.5
5.5 5.5 5.5
5.5
5.5
1.0
0.5
0.5
5.5
5.5
17.5
17.5
20.0
20.0
3.0
3.0
3.0 3.0
3.0
3.
0
3.0
3.0
3.03.0
3.0
3.0
6.0
6
.
0
6.0
6.0
6.0
6.0
6.0
6.0
6.0
9.0
9.0
9.5
9.5
10.0
10.0
1
0.
0
10.0
10.0
10.0
10.5
10.5
10.5
10.5
10.0
10.0
10.010.0
10.0
1
0.
0
10.0
10.0
1
0.0
10.0
10.
0
10.0
3.5
3.5
3.5
3.5
5.0
5.0
5.0
5.05.0
5.
0
5.0
5.0
5.0
5.0 5.0
7.0
7.0
7.06.5
6.5
6.5
6.5
6.5
2.5
2.5
3.0
3.0
3.0
3.0
3.0
3.0
20.5
20.5
20.5
-
0.5
-
0.
5
-0.5
-0.5
-0.5
-0.5
-0.5
-0.5
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-
0.
5
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-
0.5
-
0.
5
-
0.
5
-0.5
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-0.5
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-0.5
-0.5
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-0.5
-0.5
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-
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5
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-0.5
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-
0
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5
-
0
.
5
-0.5
-0.5
-0.5
-0.5
-0.
5
-0.5
-
0.5
-0.5
-0.5
0.
0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0
.
0
0
.
0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0
0.0
0.0
0.0
0.0
0.
0
0.0
0
.
0
0.0
0.00.0
0.0
0.0
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PLAN
with the CSX Transportation.
provided for in agreements
used for any purpose not
fidential; and shall not be
and shall be held con-
of the CSX Transportation
shall remain the property
mation furnished herewith
ifications, and/or infor-
all plans, drawings, spec-
Information confidential
JACKSONVILLE, FLORIDA
DESIGN & CONSTRUCTION
ENGINEERING DEPARTMENT
DESIGNED BY
APPROVED BY
DRAWN BY
CHECKED BY
DATE
SUB
BY APPDATEREVDESCRIPTION
DRAWING NO.
REVISION SHEET NO.
SCALE
CONTRACT NO.
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CSX TRANSPORTATION, INC.
AS SHOWN
B. ELIAS
M. WILSON
B. ELIAS
M. BELL
NOVEMBER 15, 2021
VAL. SEC.
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n
PEMBROKE, NC WILMINGTON, NC
0 100'50'50'
GRAPHIC SCALE:HORIZ. 1" = 50'
RR EAST RR WEST
LEVEL 2
NOT FOR CONSTRUCTION
LJA Rail, LLC
3600 W Sam Houston Parkway S Phone 713.953.5200
Suite 150 Fax 713.953.5026
Houston, Texas 77042 FRN - F-1386
WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
SUB: WILMINGTONZONE: FLORENCE
PROPOSED BRIDGE UPGRADES
V06611
V.3,N.C.
18.0
18.0
18.0
21.0
20.5
20.5
11.5
11.5
12.0
12.0
12.5
13.0
13.0
13.013.5
13.5
14.0
14.0
14.0
14.5
14.5
14.5
14.5
14.5
15.0
15.516.0
16.0 17.0
17.0
17.5
17.5
17.5
18.0
18.5
18.5 19.0
19.0
19.5
19.5
19.5
19.5
20.0
ACB 244.42-10
RAILROAD STREET
S
TANLEY
S
TREET
CREEK
BURNT MILL
CSX R/W
CSX R/W
PROP DITCH FLOW LINE
CONSTRUCTION ROAD STABILIZATION
EXISTING TRACK
PROPOSED TRACK
MILEPOST
WETLAND IMPACT AREA
EXISTING WETLAND AREA
EXISTING STREAM AREA
EXISTING BUILDING
STREAM IMPACT AREA
LIMITS OF DISTURBANCE
EXISTING FENCE
GRADING LIMIT FILL - MAINLINE
GRADING LIMIT CUT - MAINLINE
TSTEMPORARY SEEDING
PERMANENT SEEDING PS
S
T
A
X
X
X
X
+
X
X
XXXXLEGEND:
EROSION CONTROL LEGEND:
SHIFT TRACK
CRS
CONSTRUCTION ENTRANCE/EXIT
REHAB TRACK (TIE & RAIL)
PROPOSED FENCE
CSX RIGHT-OF-WAY
RIPARIAN BUFFER
GRADED ROAD
EXISTING STRUCTURE
TEMPORARY SILT FENCE
ROCK DAMS
CONCRETE WASHOUT
ROCK PIPE INLET PROTECTION
OUTFALL PROTECTION
RIP RAP OUTLET AT PIPE
DRAIN INLETS, TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
OF DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FEET AWAY FROM STORM
DEMOLITION, CONSTRUCTION, AND OTHER WASTES ARE TO BE WITHIN THE LIMITS
STOCKPILE/STAGING AREAS, CONCRETE WASHOUTS, AND DEDICATED AREAS FOR
LIMITS OF DISTURBANCE.
INSTALL SILT FENCING ALONG STREAM BANKS FOR ALL STREAMS WITHIN PROJECT
INSTALL SILT FENCING OVER AND AROUND TOP OF ALL PROPOSED CULVERTS.
NOTES:
3.
2.
1.
EROSION CONTROL PLAN SHEET
PROPOSED BRIDGE ACB 244.42
(TO REMAIN)
EXISTING 42" PIPE
EXIST. OH ELEC
TEMPORARY CRANE BRIDGE
CONTRACTOR TO PROVIDE
(20' X 100')
POTENTIAL STORAGE AREA
(20' X 100')
POTENTIAL STORAGE AREA
FROM RAILROAD ST.
PROPOSED ACCESS ROAD
EXIST. MAIN
ENTRANCE
CONSTRUCTION
SILT FENCE (TYP.)
(40' X 120')
AND STORAGE AREA
CONSTRUCTION STAGING
25+00 30+00 35+00
20+00
6
5
'
6
5
'
How tomorrow moves
APPROVED - ASSISTANT CHIEF
ENGINEER OF STRUCTURES
ISSUE DATE:
REVISED:
PREPARED BY:
ENGINEERING STANDARDS
APPROVED - DIRECTOR OF
PAGE OF
2832
HDR INC.
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE)
25
JULY 13, 2018
GENERAL ELEVATION
BEAM WITH STEEL DECK
CSX STANDARD 2843 LOW PROFILE
CONCRETE DECK AND CSX STANDARD
CSX STANDARD 2840 STEEL BEAM SPAN WITH
FOR STEEL BEAM SPAN
2825 PRECAST CONCRETE DECK
(2845 SHOWN)
CSX STD. 2844/2845 HP PACK DECK
CONCRETE BOX BEAM (PCBB)
CSX STANDARD 2820 PRESTRESSED
(†" THK. WALL)
FILLED PIPE PILE
20" CONCRETE
THROUGH BEAM (2842 SHOWN)
CSX STD. 2841/2842 LOW PROFILE STEEL
SUPPORTED SUPERSTRUCTURE STANDARDS
STANDARD
(TYP.)
RAISING BLOCK
NOTES
SPAN LENGTH (SEE NOTE 1)
STANDARD 2836 CAST-IN-PLACE CAPS.
FOR CAST-IN-PLACE CAP DETAILS REFER TO CSX 4.
2835 PRECAST CAPS, BACKWALLS AND WINGWALLS.
FOR PRECAST CAP DETAILS REFER TO CSX STANDARD 3.
36" DIA. PIPE).
STANDARD 2837 STEEL INT. CAP (30" DIA. PIPE OR
FOR STEEL INT. CAP DETAILS REFER TO CSX 2.
ALL STEEL SUPERSTRUCTURES.
SUPERSTRUCTURES AND Ë TO Ë OF BEARING FOR
OUT-TO-OUT OF BEAMS FOR CONCRETE
LENGTH DIMENSION SHOULD BE CONSIDERED AS THE
FOR THE PURPOSES OF THIS STANDARD, THE SPAN 1.
HP PACK DECK SPAN (WIDE SPAN)**2845
HP PACK DECK SPAN (NARROW SPAN)**2844
LOW PROFILE STEEL DECK BEAM WITH STEEL DECK2843
LOW PROFILE STEEL THROUGH BEAM 16'-6" BEAM SPACING**2842
LOW PROFILE STEEL THROUGH BEAM 12'-0" BEAM SPACING**2841
STEEL BEAM SPAN WITH PRECAST CONCRETE DECK2840
PRESTRESSED CONCRETE BOX BEAM**2820
PRESTRESSED CONCRETE TRESTLE (PCT)**2819
(†" THK. WALL)
30" PIPE PILE
(†" THK. WALL)
30" PIPE PILE
(†" THK. WALL)
30" PIPE PILE
(†" THK. WALL)
36" PIPE PILE
(†" THK. WALL)
36" PIPE PILE
(†" THK. WALL)
36" PIPE PILE
10'-0" TO 19'-0"
10'-0" TO 19'-0"
30'-0" TO 50'-0"
14'-1•" TO 51'-1•"
14'-1•" TO 51'-1•"
30'-0" TO 60'-0"
10'-0" TO 36'-0"
10'-0" TO 34'-0"
3. PDA TESTING REQUIREMENTS
2. PAINTING OF PILES
1. SPLICE REQUIREMENTS
REFER TO PILE DRIVING GENERAL NOTES ON PAGE 2 FOR INFORMATION RELATED TO:
STEP 4: ADDITIONAL CONSIDERATIONS
BARS REQUIRED IN PILES. FOR MORE INFORMATION REFER TO PAGES
ENGINEER-OF-RECORD TO DETERMINE ULTIMATE PILE DRIVING CAPACITY AND NUMBER OF REINFORCING
STEP 3: DETERMINE THE ULTIMATE PILE CAPACITY AND PILE REINFORCEMENT REQUIRED
FOR ADDITIONAL DETAILS AND REQUIREMENTS REFER TO PAGES
TOTAL BRIDGE LENGTH.
ADJOINING TABLE, THIS PAGE, FOR THE LONGITUDINAL SPANS REQUIRED CORRESPONDING TO THE
FROM CENTERLINE TO CENTERLINE OF END BENT BEARINGS, EXCEEDS 300 FEET. REFER TO THE
LONGITUDINAL BRACED SPANS ARE REQUIRED AT LOCATIONS WHERE TOTAL BRIDGE LENGTH, MEASURED
STEP 2: IS THE TOTAL BRIDGE LENGTH (Ë TO Ë OF END BENT BEARING) GREATER THAN 300 FEET?
STANDARDS AND THE ASSOCIATED MAX. SPAN LENGTHS IN THE ADJOINING TABLE THIS SHEET.
THE BENT STANDARDS HAVE BEEN DESIGNED FOR USE WITH THE LISTED SUPERSTRUCTURE
STEP 1: IDENTIFY SUPPORTED SUPERSTRUCTURE STANDARDS AND ASSOCIATED SPAN LENGTH
LONGITUDINAL BRACED SPAN REQUIREMENTS
LINEAR FEET OF BRIDGE MIN. NO. OF SPANS REQ'D.
UP TO 300 FT.NONE
301 FT. TO 600 FT.ONE
601 FT. TO 900 FT.TWO
901 FT. TO 1200 FT.THREE
1201 FT. TO 1500 FT.FOUR
GENERAL ELEVATION
SUPERSTRUCTURE VARIATIONS
SHOWING APPLICABLE CSX STANDARD
SCALE: NTS
CAPCITY VALUES FOR THE CONTROLLING SPAN.
STANDARDS LISTED AND THE PILES SHOULD BE DRIVEN AS PER THE ULTIMATE PILE
THESE STANDARDS MAY BE USED IN CONJUNCTION WITH OTHER LARGER SUPERSTRUCTURE **
4
(30" DIA. PIPE OR 36" DIA. PIPE)
GUIDELINES FOR USING THE CSX STANDARD 2832 - 2 PILE BENT
CAST-IN-PLACE END BENT CAP (CIP8)
PRECAST END BENT CAP (PCC6)
CAST-IN-PLACE INT. BENT CAP (CIP7)
PRECAST INT. BENT CAP (PCC5)
STEEL INT. BENT CAP STEEL INT. BENT CAP
30" DIA. PIPE PILE END BENT
30" DIA. PIPE PILE INT. BENT
30" DIA. PIPE PILE INT. BENT 36" DIA. PIPE PILE INT. BENT
36" DIA. PIPE PILE INT. BENT
36" DIA. PIPE PILE INT. BENT
CAST-IN-PLACE END BENT CAP (CIP8)
PRECAST END BENT CAP (PCC6)
CAST-IN-PLACE INT. BENT CAP (CIP7)
PRECAST INT. BENT CAP (PCC5)
9 11 AND
6 8 AND
40'-0"
PROGRESS SET NOT FOR CONSTRUCTION
How tomorrow moves
APPROVED - ASSISTANT CHIEF
ENGINEER OF STRUCTURES
ISSUE DATE:
REVISED:
PREPARED BY:
ENGINEERING STANDARDS
APPROVED - DIRECTOR OF
PAGE OF
2832
HDR INC.
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE)
25
JULY 13, 2018
(TYP.)
Š
ELEVATION SECTION
SCALE: …" = 1'-0"
12'-3"12'-3"
24'-6"
3'-3"9'-0"9'-0"3'-3"
GROUND LINE
PROPOSED
GROUND LINE
PROPOSED
2'-0"2'-0"
4'-0"
Ë BENT/PILE
H
E
IG
H
T
(
H
)
5
'
-
6
"
BENT DETAILS
END BENT CAP (PCC6)
INT. BENT CAP (PCC5) OR
PRECAST CONCRETE CAP
5
PRECAST CAPS SHOWN, SPACING OF PILES SIMILAR FOR CAST-IN-PLACE OPTION
30" PIPE PILE SHOWN, 36" DIA. PIPE PILE SIMILAR
SCALE: …" = 1'-0"
Ë BENT
Ë PILEË PILE
METAL PIPE (TYP.)
24" I.D. CORRUGATED
(†" THK. WALL) (TYP.)
CONCRETE PIPE PILE
30" DIA OR 36" DIA. REINFORCED
(†" THK. WALL) (TYP.)
CONCRETE PIPE PILE
30" DIA OR 36" DIA. REINFORCED
4'-0"
PROGRESS SET NOT FOR CONSTRUCTION
How tomorrow moves
APPROVED - ASSISTANT CHIEF
ENGINEER OF STRUCTURES
ISSUE DATE:
REVISED:
PREPARED BY:
ENGINEERING STANDARDS
APPROVED - DIRECTOR OF
PAGE OF
2832
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE)
25
JULY 13, 2018
A
--
B
--
ASTM A252, GRADE 3
STEEL PIPE PILE, STEEL PIPE PILE
PHASE 3PHASE 1 & 2 PHASE 4
6
"
GROUND LINE
APPROX. PROPOSED
ELEV. B
24" I.D. CMP24" I.D. CMP
B
--A
--
24" I.D. CMP
SCALE: N.T.S.
STEEL PIPE PILE STEEL PIPE PILE
STEEL PIPE PILE
PILE REBAR SPLICE
(FINAL PLACEMENT)
PRIOR TO PLACING CONCRETE
SECURE TO CAP REINFORCEMENT
PILE CONNECTION REINFORCING CAGE,
(PHASE 2)
PIPE PILE REINFORCING
(PHASE 2)
PIPE PILE REINFORCING
PILE CUTOFF
ELEV. A
CONCRETE FILL
BOTTOM REINFORCED
ELEV. C
MINIMUM PILE TIP
ELEV. D
ESTIMATED PILE TIP
ELEV. E
M
A
X
.
1'
-
0
"
M
A
X
.
1'
-
0
"
(PHASE 2)
PIPE PILE REINFORCING
CONCRETE FILL
BOTTOM REINFORCED
ELEV. C
(PHASE 2)
PIPE PILE REINFORCING
CONCRETE FILL
BOTTOM REINFORCED
ELEV. C
#
11
R
E
B
A
R
S
P
L
IC
E
9
'
-
0
"
PILE CUTOFF
ELEV. A
1
0
'
-
1
0
"
(
H
O
L
D
)
10
'
-
10
"
(
H
O
L
D
)
10
'
-
10
"
(
H
O
L
D
)
SECTION
C
L PILEC
U
N
-
R
E
IN
F
O
R
C
E
D
(
P
L
A
IN
)
C
O
N
C
R
E
T
E
L PILE
6
"
4
"
3
"
L PILEC L PILEC
Š
MK. PP1
WEEP HOLE WEEP HOLE
WEEP HOLE
WEEP HOLE
3
"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SECTION
PILE SPLICE (AS REQUIRED)
M
A
X
.
1'
-
0
"
MIN.
2" CLR.
MIN.
2" CLR.
PHASE 2:
PHASE 3:
PHASE 4:
PHASE 1:
PILE INSTALLATION NOTES
PIPE PILE INSTALLATION DETAILS
PRECAST CAP
82. FOR PIPE PILE DETAILS, SEE PAGE .
THE FINAL FOUNDATION DESIGN.
BE DESIGNED BY THE ENGINEER OF RECORD FOR
THE NUMBER OF REINFORCING BARS WILL NEED TO
REINFORCING BARS ALLOWED IN EACH SECTION.
1. PILE SECTIONS SHOW MAXIMUM NUMBER OF PILE
OF EXPOSED PILE IS NOT AVAILABLE, THEN WEEP HOLES ARE NOT REQUIRED.
METHOD IN ACCORDANCE WITH THE CSXT STANDARD SPECIFICATIONS 070105 - CONCRETE. IF 10'-10"
LOWER A TREMIE PIPE TO THE BOTTOM OF THE CASING AND PLACE THE CONCRETE BY THE TREMIE
CAGE INTO POSITION.
COMPLETE WELD AROUND THE PILE TO MK. PP1. THEN LOWER THE CAP CONNECTION REINFORCEMENT
TYPICAL BENT CAP INSTALLATION: LOWER PRECAST CAP ONTO THE PILE CASINGS, FOLLOWED BY A
LOWER THE REINFORCING CAGE INTO THE CASINGS FOR THE PILE.
MINIMUM TIP ELEVATION BY AUGER DRILLING PRIOR TO PLACING THE PILE REINFORCING CAGE IN PLACE.
IF OPEN ENDED PILES ARE USED, THE EARTHEN PLUG SHALL BE REMOVED TO ONE (1) FOOT BELOW
THE ELEVATION SHOWN (ELEV. A).
ACCORDANCE WITH THESE PLANS AND THE SPECIFICATIONS FOR THIS PROJECT AND CUT OFF LEVEL AT
SHALL BE REVIEWED BY THE ENGINEER PRIOR TO FURTHER DRIVING. PILES SHALL BE DRIVEN PLUMB IN
INCREASE IN PILE CAPACITY CAUSED BY PORE PRESSURE DISSIPATION. PDA TEST AND RESTRIKE RESULTS
AND PERFORM A SET CHECK TO ASSESS THE SOIL FREEZE (SOIL SET) AROUND THE PILE AND POSSIBLE
SPECIFIC GEOTECHNICAL REPORT, THE CONTRACTOR SHALL STOP DRIVING, WAIT A MINIMUM OF THREE (3) DAYS
FIVE (5) FEET BELOW THE ESTIMATED PILE TIP ELEVATION (ELEV. E) PROVIDED IN THE REQUIRED SITE
ENGINEER AND AWAIT FURTHER INSTRUCTIONS. IF THE ULTIMATE AXIAL CAPACITY IS NOT ACHIEVED WITHIN
REFUSAL PRIOR TO THE MINIMUM PILE TIP ELEVATION, THE CONTRACTOR SHALL STOP DRIVING, NOTIFY THE
THE ULTIMATE AXIAL LOAD CAPACITY SHALL INCLUDE A FACTOR OF SAFETY OF 3.0. IF A PILE HITS
LOAD CAPACITIES SHALL BE PROVIDED IN THE REQUIRED SITE SPECIFIC GEOTECHNICAL REPORT.
CONTINUE UNTIL THE ULTIMATE AXIAL CAPACITY IS ACHIEVED. THE REQUIRED SERVICE AND ULTIMATE AXIAL
PROVIDED IN THE FINAL FOUNDATION DESIGN ANALYSIS. AT THE MINIMUM TIP ELEVATION DRIVING SHALL
THE END BENT AND INTERMEDIATE BENT PILES SHALL BE DRIVEN TO THE MINIMUM TIP ELEVATION (ELEV. D)
6
STV
PILE CONNECTION REINFORCING CAGE
REBAR TO BE HOOKED TO ACHIEVE
ADEQUATE DEVELOPMENT
PROGRESS SET NOT FOR CONSTRUCTION
REINFORCING STEEL SCHEDULE - 1 PIPE PILE CONN.
MARK
BAR NO.LENGTH
TYPE LOCATION
WEIGHT
NO.REQ'D FT IN.(LBS.)
F402 #4 9 6 1 HORIZONTAL 37
F1100 #11 12 10 10 STR VERTICAL 691
TOTAL 728
How tomorrow moves
APPROVED - ASSISTANT CHIEF
ENGINEER OF STRUCTURES
ISSUE DATE:
REVISED:
PREPARED BY:
ENGINEERING STANDARDS
APPROVED - DIRECTOR OF
PAGE OF
2832
2 PILE BENT (30" DIA. PIPE OR 36" DIA. PIPE)
25
JULY 13, 2018
A
--
A
--
ASTM A252, GRADE 3
30" DIA. STEEL PIPE PILE,
F400
30" O.D.
(TYP.)
F1100
30" PILE DETAILS
B
--
B
--
ASTM A252, GRADE 3
36" DIA. STEEL PIPE PILE,
F401
36" O.D.
36" PILE DETAILSPILE CONNECTION REINFORCING CAGE
PILE CUTOFF
ELEV. A
CONCRETE FILL
BOTTOM REINFORCED
ELEV. C
CONCRETE FILL
BOTTOM REINFORCED
ELEV. C
PILE CUTOFF
ELEV. A
M
A
X
.
1'
-
0
"
M
A
X
.
1'
-
0
"
(TYP.)
PIPE PILE REINFORCING
(TYP.)
PIPE PILE REINFORCING
(TYP.)
PIPE PILE REINFORCING(TYP.)
PIPE PILE REINFORCING
1
'
-
0
"
5
'
-
2
"
10
'
-
1
0
"
INSTALLATION)
(FOR CAST-IN-PLACE
CONCRETE PLACEMENT
REINFORCED
TOP OF INITIAL
ELEV. F
INSTALLATION)
(FOR CAST-IN-PLACE
CONCRETE PLACEMENT
REINFORCED
TOP OF INITIAL
ELEV. F
(
F
4
0
2
)
1
'
-
0
"
=
3
'
-
0
"
3
S
P
A
.
@
SECTION
2" CLR.
L PILEC
4
"3
"
6
"
4
"
3
"
SECTION
2" CLR.
L PILEC
10
'
-
1
0
"
10
'
-
1
0
"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"
2'-0"2'-6"
PILE REINFORCING
F400 FOR 30"
PILE REINFORCING
F401 FOR 36"
1'-6"
CONNECTION REINFORCING
F402 FOR PILE
ALL DIMENSIONS ARE OUT-TO-OUT
DIA.
1'-4"
DIA.
1'-4"
DIA.
1'-4"
BENDING DIAGRAM
NOTE
PIPE PILE DETAILS
ORDER (SCN) INFORMATION.
TO PILE SPLICES, PILE TIPS AND PURCHASE
DETAILS FOR ADDITIONAL DETAILS RELATED
REFER TO CSX STANDARD 2815 PIPE PILE 2.
FOUNDATION DESIGN.
WILL NEED TO BE DESIGNED FOR THE FINAL
SECTION. THE NUMBER OF REINFORCING BARS
PILE REINFORCING BARS ALLOWED IN EACH
PILE SECTIONS SHOW MAXIMUM NUMBER OF 1.
8
STV
PILE CONNECTION
REINFORCING CAGE REBAR
TO BE HOOKED TO ACHIEVE
ADEQUATE DEVELOPMENT
90 DEG. HOOKED
BAR
PROGRESS SET NOT FOR CONSTRUCTION
ITEM WEIGHT (LBS.)
LIFTING WEIGHT
1 PC CONCRETE BENT CAP (PCC5)83,000
AND 36" DIA. PIPE)
CSX STANDARD 2832 2 PILE BENT (30" DIA. PIPE 1.
BENT STANDARDS:
USE IN CONJUNCTION WITH:
CMP (TYP.)
24" I.D.
3
"
6
E
Q
.
S
P
A
.
=
4
'
-
4
"
B501
= 2'-6"
5"
2 SPA. @ 8" = 1'-4"
2-B600
2-B601
4
"
(2-B600)
5-B1102
4-B1101 &
(SYMM. ABOUT Ë)
Ë BRIDGE
(2-B600)
B503 (TYP.)
83,000 LBS.
LIFTING WEIGHT
ESTIMATED
BOTH ENDS)
WALL ANCHOR (TYP.
THALER FALL ARREST
Ë BRIDGE
2 SPA. @ 6" = 1'-0"
2
'
-
0
"
2
'
-
0
"
4
'
-
0
"
7'-0"7'-0"
12'-3"12'-3"
24'-6"
5
"
5
"
1'-6"21'-6"1'-6"
3
'
-
6
"
3
"
3
"
4'-7•"4'-7•"7'-7•"7'-7•"
5
"
5
"
1'-3"7'-3"7'-6"7'-3"1'-3"
5
'
-
6
"
3'-3"9'-0"9'-0"3'-3"
24'-6"
4
"
2
'
-
9
"
2
'
-
9
"
3"3 SPA.
@ 10"
4
'
-
0
"
13 SPA. @
3" = 3'-3"
2'-4"3"9'-8"7 SPA. @ 6"
= 3'-6"
3
"
1'
-
0
"
1•" MIN.
CLR. (TYP.)
Ë CAP & CMP
BOTH ENDS)
WALL ANCHOR (TYP.
THALER FALL ARREST
24" I.D. CMP
1•" DIA. ANCHOR ROD
BLOCKED HOLE FOR
Ë 3•" DIA. x 1'-1"
80 PIPE (TYP.)
3" DIA. SCHEDULE
Ë LIFTING LOOP
4-B1100 & 4-B1102
SEE NOTE 4
LIFTING LOOP
FACE, THIS SIDE ONLY
SEE NOTE 3. FRONT
SURFACE MARKING,
ELEVATION
SCALE: …" = 1'-0"
BOTTOM VIEW
SCALE: …" = 1'-0"
-
A
--
B
-
PLAN
SCALE: …" = 1'-0"
EMBEDDED PLATE PP1 (TYP.)
EP8 (TYP.)
EMBEDDED PLATE
HOLES
80 PIPE LIFTING
Ë 3" DIA. SCH.
2" (TYP.)
(
T
Y
P
.
)
2
"
(B502)
6
"
ONLY
PROTECTION
FOR FALL
TO FIT EMBEDDED PLATES.
NOTCH CMP AS REQUIRED
NOTE:
B600
5-B500 5-B500
6-B1101 6-B1101
15-B1102
3
"
2-B1100
4-B1102
4"4"4"
=1'-8"
4"
6"
4"
6"
B601
6-B1101
2-B1100
5-B5005-B500
3
"
2-B1100
I.D. CMP
B503 (TYP.)
(TYP.)
4'-0"
6"6"
5
'
-
6
"
2'-0"2'-0"
4'-0"
4 EQ. SPA.
= 3'-0"
5
"
5
"
6
E
Q
.
S
P
A
.
=
4
'
-
2
"
(
B
5
0
1)
4
"
5
'
-
6
"
5
'
-
2
"
3
'
-
3
"
1'
-
0
"
1
'
-
3
"
1'-7"1'-2•"1'-2•"
4
"
5
'
-
6
"
4
"
6
E
Q
.
S
P
A
.
=
4
'
-
4
"
4'-0"
4"4"
4"4"4 SPA.
@ 5"
4
"
5
'
-
6
"
1'-0"2'-0"1'-0"
4'-0"
4
"
6
E
Q
.
S
P
A
.
=
4
'
-
4
"
1•" MIN.
CLR.
SEE NOTE 3
SURFACE MARKING,
END SECTION
SCALE: •" = 1'-0"
FALL ARREST DETAIL
NOTE: ORIENT EYE VERTICALLY
SCALE: ‚" = 1'-0"
SCALE: •" = 1'-0"
SECTION A
--
SCALE: •" = 1'-0"
SECTION B
--
(TYP.)
PLATE EP8
EMBEDDED
(TYP.)
PLATE MK. PP1
EMBEDDED
How tomorrow moves
APPROVED - ASSISTANT CHIEF
ENGINEER OF STRUCTURES
ISSUE DATE:
REVISED:
PREPARED BY:
ENGINEERING STANDARDS
APPROVED - DIRECTOR OF
PAGE OF
2835
45
PRECAST CAPS, BACKWALLS AND WINGWALLS
JULY 13, 2018
B600
NOTES
8
PRECAST INTERMEDIATE BENT CAP DETAILS - PCC5
STV
BENDING DIAGRAM
DIA.
B503
B501
B502
B1102
B501, B502 & B1102
B1100
2'-8"
1'-6"
B600 B601
3'-4"
2
'
-
0
"
2
'
-
0
"
2
'
-
0
"
24'-2"
1'-0"
(TYP.)
4'-10"
15'-7"
5
'
-
2
"7"2'-2"
5
'
-
2
"
8"
1'
-
0
"
HOOK (TYP.)
STD. 180°
REINFORCING STEEL SCHEDULE - 1 PCC5
MARK
BAR NO.LENGTH
TYPE LOCATION
WEIGHT
NO.REQ'D FT IN.(LBS.)
B500 #5 10 24 2 STR.EACH FACE HORIZONTAL 253
B501 #5 16 7 4 EACH END 123
B502 #5 10 8 10 EACH END 93
B503 #5 10 9 11 CONFINEMENT 103
B600 #6 106 15 10 STIRRUP 2,521
B601 #6 8 12 8 STIRRUP 152
B1100 #11 4 28 8 TOP HORIZONTAL 609
B1101 #11 12 24 2 STR.BOTTOM HORIZONTAL 1,541
B1102 #11 19 19 7 TOP & BOTTOM HORIZONTAL 1,977
TOTAL 7,372
3
12
ESTIMATED QUANTITIES - 1 PCC5
QTY.UNIT DESCRIPTION
20.0 C.Y.CONCRETE CLASS 5 OR 5 (AE)
7,372 LBS.REINFORCING STEEL
11 L.F.24" I.D. CORRUGATED STEEL PIPE
2 EACH LIFTING LOOPS
7 GAL.CONCRETE WATERPROOFING
7 GAL.CONCRETE WATER REPELLENT AND CURING COMPOUND
2 EACH EMBEDDED PLATE - PP1
4 EACH EMBEDDED PLATE - EP8
2 EACH FALL ARREST WALL ANCHOR
16 L.F.3" DIA. SCHEDULE 80 PIPE
5.
4.
3.
2.
1.
LIFTING HOLES TO BE KEPT OPEN AFTER SETTING.
DRAINS.
FOR CORRUGATED STEEL PIPE, METALIC COATED FOR SEWERS AND
HELICAL CORRUGATED STEEL PIPE, ASTM A760, STANDARD SPECIFICATION
CORRUGATED METAL PIPE SHALL BE 24" I.D. 16 GAGE LOCK SEAM WITH
7.
6.
FOR EMBEDDED PLATE DETAILS SEE PAGE .
FOR LIFTING LOOP DETAILS SEE PAGE .
FADE RESISTANT PAINT. STENCIL LETTERING SHALL BE 2" IN HEIGHT.
SURFACE MARKINGS SHALL BE MADE USING BLACK INDUSTRIAL STRENGTH,
OTHERWISE.
CONCRETE COVER SHALL BE A MINIMUM OF 2" CLEAR UNLESS NOTED
HOLES, LIFTING LOOPS, PIPES AND STUDS.
MINIMALLY ADJUST REINFORCING AS NEEDED TO AVOID ANCHOR ROD
1-B500 E.F.
2 SPA. @ 7" = 1'-2"2 SPA. @ 7" = 1'-2"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
61,000
16
3'-8"
1'-3"
13'-10"
9'-8"
UPDATE
UPDATE
PROGRESS SET NOT FOR CONSTRUCTION