2026 South James Street Bridge Project
| Agency: | Rome city |
|---|---|
| State: | New York |
| Type of Government: | State & Local |
| NAICS Category: |
|
| Posted Date: | Dec 15, 2025 |
| Due Date: | Jan 22, 2026 |
| Original Source: | Please Login to View Page |
| Contact information: | Please Login to View Page |
| Bid Documents: | Please Login to View Page |
2026 South James Street Bridge Project
RFB-2026-001: Plans
RFB-2026-001: Proposal
RFB-2026-001: Quantity Workups
RFB-2026-001: Record Plans
Attachment Preview
ABBR.
AH
AZ
BK
b
BRG
c
CS
e
EQ
EXT
HCL
HSD
L
LS
LVC
E
f
PC
PI
POL
PSD
PT
PVC
PVI
PVT
R
SC
SSD
ST
STA
T
TGL
TS
VC
ABBR.
BB
BC
BO
CAP
CB
CIP
c STRM
CMP
CP
CSP
CULV
DIA
DMH
DS
D'XING
EHW
EL
ELEV
ELW
ES
HW
INV
MH
MHW
OHW
OLW
RCP
SICPP
TB
TC
TG
VCP
ALIGNMENT
TOPOGRAPHY (MISCELLANEOUS)
UTILITIES
DESCRIPTION
ABBR. DESCRIPTION
ABBR.
DESCRIPTION
AHEAD
AZIMUTH
BACK
BASELINE
BEARING
ABUT
AOBE
ASPH
BDY
BLDG
ABUTMENT
AS ORDERED BY ENGINEER
ASPHALT
BOUNDARY
BUILDING
E
EMH
G
GP
GSB
ELECTRIC
ELECTRIC MANHOLE
GAS
GUY POLE
GAS SERVICE BOX (HOUSE LINE)
CENTERLINE
CURVE TO SPIRAL
SUPERELEVATION RATE (CROSS SLOPE)
EQUALITY
EXTERNAL
HORIZONTAL CONTROL LINE
HEADLIGHT SIGHT DISTANCE
LENGTH OF CIRCULAR CURVE
LENGTH OF SPIRAL
LENGTH OF VERTICAL CURVE
CENTER CORRECTION OF VERTICAL CURVE
MAIN LINE
POINT OF CURVATURE
POINT OF INTERSECTION
POINT ON LINE
PASSING SIGHT DISTANCE
POINT OF TANGENT
POINT OF VERTICAL CURVE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
RADIUS
SPIRAL TO CURVE
STOPPING SIGHT DISTANCE
BM
CC
CONC
CONST
CR
D
DM
DWY
EP
ES
FEE
FEE WO/A
FP
FD
FL
GAR
GR
HO
HWY
IP
MB
MON
N&W
BENCH MARK
CENTER TO CENTER
CONCRETE
CONSTRUCTION
COUNTY ROAD
DEED DISTANCE
DIRECT MEASUREMENT
DRIVEWAY
EDGE OF PAVEMENT
EDGE OF SHOULDER
FEE ACQUISITION
FEE ACQUISITION WITHOUT ACCESS
FENCE POST
FOUNDATION
FENCE LINE
GARAGE
GRAVEL
HOUSE
HIGHWAY
IRON PIN OR IRON PIPE
MAILBOX
MONUMENT
NAIL AND WASHER
GV
HYD
LP
LPG
PP
SA
SMH
ST
T
TCB
TELBOX
TEL P
TMH
CTV
W
WSB
WV
GAS VALVE (MAIN LINE)
HYDRANT
LIGHT POLE
LOW PRESSURE GAS
POWER POLE
SANITARY SEWER
SANITARY MANHOLE
STORM SEWER
TELEPHONE
TRAFFIC CONTROL BOX
TELEPHONE BOX
TELEPHONE POLE
TELEPHONE MANHOLE
CABLE TELEVISION
WATER
WATER SERVICE BOX (HOUSE LINE)
WATER VALVE (MAIN LINE)
SPIRAL TO TANGENT
STATION
TANGENT LENGTH
OG
O/H
P
ORIGINAL GROUND
OVERHEAD
PARCEL
THEORETICAL GRADE LINE
TANGENT TO SPIRAL
VERTICAL CURVE
TOPOGRAPHY (DRAINAGE)
DESCRIPTION
BOTTOM OF BANK (STREAM)
BOTTOM OF CURB
BOTTOM OF OPENING
CORRUGATED ALUMINUM PIPE
CATCH BASIN
CAST IRON PIPE
CENTERLINE OF STREAM
CORRUGATED METAL PIPE
CONCRETE PIPE
CORRUGATED STEEL PIPE
CULVERT
DIAMETER
DRAINAGE MANHOLE
DRAINAGE STRUCTURE PIPE
PAV'T
PE
PED POLE
p
POR
RR
RTE
ROW
RW
SH
SHLDR
SPK
ST
STK
STY
SW
TE
TO
U/G
WW
PAVEMENT
PERMANENT EASEMENT
PEDESTRIAN POLE
PROPERTY LINE
PORCH
RAILROAD
ROUTE
RIGHT OF WAY
RETAINING WALL
STATE HIGHWAY
SHOULDER
SPIKE
STREET
STAKE
STORY
SIDEWALK
TEMPORARY EASEMENT
TEMPORARY OCCUPANCY
UNDERGROUND
WING WALL
DITCH CROSSING
EXTREME HIGH WATER
ELEVATION
ELEVATION
EXTREME LOW WATER
END SECTION
HEADWALL
INVERT
MANHOLE
MEAN HIGH WATER
ORDINARY HIGH WATER
ORDINARY LOW WATER
REINFORCED CONCRETE PIPE
SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
TOP OF BANK (STREAM)
STANDARD
SYMBOL
(PLANS)
"
'
mi
ftq
YDq
AC
YDr
GAL
lb
TON
ITEM PAYMENT UNIT:
ESTIMATE OF
QUANTITIES SHEET
-
LF
MI
SF
SY
AC
CY
GAL
LB
TON
EQUIVALENT
NOMENCLATURE:
(SPECS/PROPOSAL)
INCHES
LINEAR FEET
MILES
SQUARE FEET
SQUARE YARD
ACRES
GALLON
POUND
TON
TOP OF CURB
TOP OF GRATE
VITRIFIED CLAY PIPE
NO.
1
REVISION
BY DATE
2
3
4
5
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under
the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any
way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering
architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"
followed by their signature and date of such alteration, and a specific description of the alteration.
LaBella
Powered by partnership.
© 2018 LaBella Associates
SUBSURFACE EXPLORATION
ABBR. DESCRIPTION
REPLACE ABBREVIATION "AB" WITH:
AH
HAND AUGER
CP
CONE PENETROMETER
DA
2‚ INCHES CASED DRILL HOLE
DM
DRILLING MUD
DN
4 INCHES CASED DRILL HOLE
FH
HOLLOW FLIGHT AUGER
PA
POWER AUGER
PH
PROBE
PT
PERCOLATION TEST HOLE
RP
1 INCH SAMPLER (RETRACTABLE PLUG)
TO BE DEFINED AT THE TIME OF EXPLORATION
SP
SEISMIC POINT
TP
TEST PIT
ABBREVIATION "C" IN CATEGORIES:
DA, DM, DN, AND FH WITH:
B
BRIDGE
C
CUT
D
DAM
F
FILL
K
CULVERT
W
WALL
X
TO BE USED IF ONE OF THE ABOVE CANNOT BE
DEFINED AT THE TIME THE EXPLORATION IS MADE
PROJECT/CLIENT
SOUTH JAMES STREET OVER ERIE BARGE
CANAL
B.I.N. 4206450 - P.I.N. 2754.71 - D040489
CITY OF ROME
ONEIDA COUNTY
2
25
DRAWING TITLE
INDEX AND ABBREVIATIONS
CONTRACT NUMBER
D040489
DATE
SEPTEMBER 2025
DRAWING NUMBER
IND-01
STYLE
ALIGNMENT
NAME
AC
DESCRIPTION
CONTROL (CENTERLINE)
AD_P
DETOUR
AT_P
TRANSITION CONTROL
BRIDGE
BR
BSHT
RAIL
SHEET PILING
CONTROL
CB
BASELINE
CBPR
BASELINE, PROJECTION
DRAINAGE
DCP
CULVERT PIPE
DCP_P
CULVERT PIPE (DIR)
DDG_P
DITCH, GRASS LINED
DDP_P
DITCH, PAVED INVERT
STYLE
LANDSCAPE
NAME
LABL
DESCRIPTION
AREA, BRUSH LINE
LAHR
AREA, HEDGE ROW
LAPB
AREA, PLANTING BED
LAWA
AREA, WOODED AREA OUTLINE
LAWE
AREA, WATERS EDGE
LCUT_P
CUT LIMIT
LFILL_P FILL LIMIT
LFNC
FENCE
LTRC
LTRD
TREE ROW, CONIFEROUS
TREE ROW, DECIDUOUS
LWH
WALL, H PILE
LWR
WALL, RETAINING
LWS
WALL, STONE
ROW MAPPING
MDL
DEED LINE
STYLE
DDS_P
DITCH, STONE LINED
DFL_P
FLOW LINE
DSSD
SLOTTED DRAIN
DUD_P
UNDERDRAIN
ENVIRONMENTAL
ECT
CURTAIN, TURBIDITY
EDMC
DAM, COFFER
EDMEC_P DAM, EARTHEN CHECK
MEE
EASEMENT, EXISTING
MEP_P
MEPA_P
EASEMENT, PERMANENT
EASEMENT, PERMANENT, APPROX.
MET_P
EASEMENT, TEMPORARY
META_P
EASEMENT. TEMPORARY, APPROX.
MF_P
FEE ACQUISITION, W/ ACCESS
MFA_P
FEE ACQUISITION, APPROXIMATE
MFS_P
FEE ACQUISITION, SHAPE
MFWOA_P FEE ACQUISITION, W/O ACCESS
EDMGSC_P DAM, GRAVEL BAG/SAND BAG CHECK
EDMPC_P DAM, PREFABRICATED CHECK
MHA
MHB
MHBA
HISTORICAL, ACQUISITION
HIGHWAY BOUNDARY
HIGHWAY BOUNDARY, APPROX.
FL
FL
EDMSC_P DAM, STONE CHECK
EFNS
EFNSV
EFNV
ESFL
EWAA_P
EWF
EWFS
EWM
EWS
FENCE, SILT
FENCE, SILT & VEGETATION
FENCE, VEGETATION
FILTER, SEDIMENT LOG
WETLAND, ADJACENT AREA
WETLAND, FEDERAL
WETLAND, FEDERAL AND STATE
WETLAND, MITIGATION AREA
WETLAND, STATE
MHBW
MHBWOA
MJC
MJCY
MJHD
MJLL
MJN
MJPB
MJS
MJT
MJV
HWY BOUNDARY, FACE OF WALL
HIGHWAY BOUNDARY, W/O ACCESS
JURISDICTION, CITY
JURISDICTION, COUNTY
JURISDICTION, HISTORIC DISTRICT
JURIS., (GREAT, MILITARY) LOT LINE
JURISDICTION, NATION
JURISDICTION, PUBLIC LANDS
JURISDICTION, STATE
JURISDICTION, TOWN
JURISDICTION, VILLAGE
1. THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
2. FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY
SIDEWALK, UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
MPL
MPLA
MSL
PROPERTY LOT LINE
PROPERTY LOT LINE, APPROXIMATE
SUB LOT LINE
3. FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
CORRESPONDING PROPOSED FEATURES.
4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY
EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER
(0.015 in ON B SIZE DRAWINGS).
5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A
UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL
WAY) AND SHOULD BE LABELED ON THE PLANS.
6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
HAVE CORRESPONDING EXISTING FEATURES.
NO.
1
REVISION
BY DATE
2
3
4
5
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under
the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any
way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering
architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"
followed by their signature and date of such alteration, and a specific description of the alteration.
LaBella
Powered by partnership.
© 2018 LaBella Associates
ROADWAY
NAME
RCZ_P
DESCRIPTION
CLEAR ZONE
RG
GUIDE RAIL, MISCELLANEOUS
RGB
GUIDE RAIL, BOX BEAM
RGBM
GUIDE RAIL, BOX BEAM, MEDIAN
RGC
GUIDE RAIL, CABLE
RGCB
GUIDE RAIL, CONCRETE BARRIER
RGP_P
GUIDE POST
RGW
GUIDE RAIL, W BEAM
RGWM
GUIDE RAIL, W BEAM, MEDIAN
RPB
PARKING BUMPER
RRC
RAIL ROAD, CATENARY
RRER
RAIL ROAD, 3RD RAIL
RRPLS_P RAIL, PHOTO, LARGE SCALE
RRPSS
RAIL, PHOTO, SMALL SCALE
RRS
RUMBLE STRIP
RRSLS_P RAIL, SURVEY, LARGE SCALE
RRSSS
RAIL, SURVEY, SMALL SCALE
SIGNS
SBLB
BILLBOARDS
SM
MULTIPLE POST
SSO
STRUCTURE, OVERHEAD
SSOC
STRUCTURE, OVHD. CANTILEVER
STRIPING
STB*
BROKEN LINE
STDB*
DOUBLE BROKEN LINE
STDL*
DOTTED LINE LONG
STDS*
DOTTED LINE SHORT
STFB*
FULL BARRIER LINE
STH*
HATCH LINE
STPB*
PARTIAL BARRIER LINE
STRCT
ROUNDABOUT, CAT TRACKS
STRYL
ROUNDABOUT, YIELD LINE
STSB
STOP BAR
STSE*
SOLID, EDGE
STXL
X WALK, LADDER LINE
STXLB
X WALK, LADDER BAR LINE
* = W (WHITE) OR Y (YELLOW)
TRAFFIC CONTROL
TCSW
SIGNAL, SPAN WIRE
PROJECT/CLIENT
SOUTH JAMES STREET OVER ERIE BARGE
CANAL
B.I.N. 4206450 - P.I.N. 2754.71 - D040489
CITY OF ROME
ONEIDA COUNTY
STYLE
TRAFFIC WORK ZONE
TWZBT_P
BARRIER, TEMPORARY
BARRIER, TEMPORARY, W/ WARNING
TWZBTWL_P
LIGHTS
TWZCD_P
CHANNELIZING DEVICE
PAVEMENT MARKING REMOVAL OR
TWZPMRC_P
COVERING
UTILITIES
NAME
UC
UCH
UCO
UE
UEH
UEO
UETO
DESCRIPTION
CONDUIT, UNDERGROUND
CONDUIT, HANGING
CONDUIT, OVERHEAD
ELECTRIC LINE, UNDERGROUND
ELECTRIC LINE, HANGING
ELECTRIC LINE, OVERHEAD
ELECTRIC TRANSMISSION, OVERHEAD
UESS
ELECTRIC, SUBSTATIONS
UFO
FIBER OPTIC, UNDERGROUND
UFOH
FIBER OPTIC, HANGING
UFOO
FIBER OPTIC, OVERHEAD
UG
GAS, UNDERGROUND
UGH
GAS, HANGING
UGO
GAS, OVERHEAD
UIC
INFORM CABLE, UNDERGROUND
UICH
INFORM CABLE, HANGING
UO
OIL LINE, UNDERGROUND
UOH
OIL LINE, HANGING
UPBP
POLE, BRACE, PUSH BRACE
UPGW
POLE, GUY WIRE
USA
SANITARY SEWER, UNDERGROUND
USAH
SANITARY SEWER, HANGING
USAF
SANITARY SEWER, FORCE MAIN, UGND
USAFH
SANITARY SEWER, FORCE MAIN, HANG
UT
TELEPHONE, UNDERGROUND
UTH
TELEPHONE, HANGING
UTO
TELEPHONE, OVERHEAD
UTV
CABLE TV, UNDERGROUND
UTVH
CABLE TV, HANGING
UTVO
CABLE TV, OVERHEAD
UUU
UNKNOWN, UNDERGROUND
UUH
UNKNOWN, HANGING
UUO
UNKNOWN, OVERHEAD
UW
WATER LINE, UNDERGROUND
UWH
WATER LINE, HANGING
UWO
WATER LINE, OVERHEAD
3
25
DRAWING TITLE
LEGEND
CONTRACT NUMBER
D040489
DATE
SEPTEMBER 2025
DRAWING NUMBER
LEG-01
ALIGNMENT
DRAINAGE
ITS
ROW MAPPING
SIGNS
4
25
UTILITIES
CELL
A
B
NAME
ACC
DESCRIPTION
CENTER OF CURVATURE
CELL
NAME
DINV
DESCRIPTION
INVERT
CELL NAME
A
IANT P
ACOGO
COGO
DS
STRUCTURE, RECTANGULAR
A
IASCTS
ACS
CURVE TO SPIRAL
ADPI_P
DETOUR, POINT OF INTERSECT.
ADPL_P
DETOUR, POINT ON LINE
AEQN
EQUATION
AEQNAHD EQUATION AHEAD
AEQNBK
EQUATION BACK
AEVT
EVENT STATION
APC
POINT OF CURVATURE
APCC
POINT OF C0MPOUND CURVATURE
DSI
STRUCTURE, INVERT
DSM
STRUCTURE, MANHOLE
DSMTXX_P
STRUCTURE, MANHOLE,
TYPE "XX"
"XX" = 48, 60, 72, 96
DSR
STRUCTURE, ROUND
STRUCTURE, RECT., WITH CURB
DST"X"CB P TYPE "X"
"X" = F, G, N, O, P, R
DST"X" P
STRUCTURE, RECT., TYPE "X"
"X" = I, K, L, M, O, P, U
P
CDPD
C
ICABPAD
ICCTV
ICDPD
ICELLT
ICJB
ICNTLCAB
ICPB
ICTD
ICTU
API
APOB
APOC
POINT OF INTERSECTION
POINT OF BEGINNING
POINT OF CURVATURE
ENVIRONMENTAL
CULV
EIOP_P
STR., INLET, OUTLET PROT.
C
ICVTRT
IDEFAULT
EZ
IEZR
APOE
APOL
APOS
POINT OF END
POINT ON LINE
POINT ON SPIRAL
GB
FL
EIPGB_P STR., INLET PROT., GRAVEL BAG
EIPEFL_P STR., INLET PROT., FILTER LOG
EZ-T
XC
IEZTR
IFOXCAB
IFUSSPL
APOT
APOVC
APOVT
APORC
APT
APVC
APVCC
APVI
POINT ON TANGENT
POINT ON VERTICAL CURVE
POINT ON VERTICAL TANGENT
POINT ON REVERSE CURVE
POINT OF TANGENCY
POINT OF VERTICAL CURVATURE
POINT OF VERT. CMPND CURVE
POINT OF VERT. INTERSECTION
PRFB
SF
EIPP_P
STR., INLET PROT., PREFAB.
EIPSF_P STR., INLET PROT., SILT FENCE
H
LC
ERCB
RISER, CONCRETE BOX
ETRS_P
EWFG
TRAP, SEDIMENT
WETLAND FLAG
GEOTECHNICAL
PM
M
M
VMS
IHARADV
IHARST
ILC
IMECSPL
IMSCS
IMSCTS
IMT
IOVHVMS
APVRC
POINT OF VERT. REVERSE CURVE
GDH
DRILL HOLE
PA
IPASCS
APVT
ASC
ASPI
ASTS
AST
ATS
AVEVT
AVHIGH
AVLOW
POINT OF VERTICAL TANGENCY
SPIRAL TO CURVE
SPIRAL POINT OF INTERSECTION
SPIRAL TO SPIRAL
SPIRAL TO TANGENT
TANGENT TO SPIRAL
VERTICAL EVENT POINT
VERTICAL HIGH POINT
VERTICAL LOW POINT
BSC
BRIDGE
BRIDGE, SCUPPER
CONTROL
CBP
CBPOL
BASELINE, POINT
BASELINE, POINT ON LINE
LANDSCAPE
LELS
LFP
LMB
LPB
LPST
LRB
LSHC
LSHD
LTC
LTD
LTS
LTW P
LUKP
ELEVATION, SPOT
FLAG POLE
MAILBOX
PAPER BOX
POST, SINGLE
ROCK, BOULDER
SHRUB, CONIFEROUS
SHRUB, DECIDUOUS
TREE, CONIFEROUS
TREE, DECIDUOUS
TREE, STUMP
TREE, WELL OR WALL
UNKNOWN POINT
IPEDS
IPSS
PVMS
IPVMS
IRM
RWIS IRWIS
ISP
SS
ISST
ITDB
TC
ITP
TP
IVTRT
WIM
IWIMD
WVR
IWVR
V
IWVRC
V
IWVTT
CBSP
BASELINE, SPUR POINT
CBTP
BASELINE, TIE POINT
CPBM
BENCHMARK
DESCRIPTION
ANTENNAS
ACCOU. SPEED/COUNT SNSR.S
CABINET & PAD
CCTV SITE
CDPD TRANSCEIVER
CELL PHONE TOWER
CONDUIT JACK OR BORING
CONTROLLER CABINET
COMMUNICATION PULL BOX
CONDUIT TURNING DOWN
CONDUIT TURNING UP
COMM. VEH. ROAD TRANSCEIVER
DEFAULT
E-ZPASS READER
TRANSMITTAL READER
FIBER OPTIC X-CONNECT CABINET
FUSION SPLICE
HAR ADVISORY SIGN
HAR SITE
LOAD CENTER
MECHANICAL SPLICE
PORT. SPEED & COUNT SENSOR
MICRO SPEED & COUNT SENSOR
MICROWAVE TRANSCEIVER
PERM. OVERHEAD VMS
PORT. ACCOU. SPD & CNT. SENSOR
PEDESTRIAN SIGNAL HEAD
PAVEMENT SURFACE SENSOR
PERM. VMS
RAMP METER
RDWY WEATHER INFO. SENSOR
SOLAR PANEL
SPREAD SPECT. TRANSCEIVER
TELEPHONE DEMARCATION BLK
SUBSURFACE TEMP. PROBE
VEHICLE TO RDWY TRANSCEIVER
WEIGHT IN MOTION DETECTOR
WIRELESS VIDEO REPEATER
WIRELESS VIDEO RECEIVER
WIRELESS VIDEO TRANSMITTER
CELL NAME
1
MDL1P
2
MDL2P
3
MDL3P
4
MDL4P
5
MDL5P
DESCRIPTION
DEED LINE, TYPE 1
DEED LINE, TYPE 2
DEED LINE, TYPE 3
DEED LINE, TYPE 4
DEED LINE, TYPE 5
MEEP
EASEMENT, EXISTING
A
MEPAP_P EASEMENT, PERM., APPROX.
MEPP_P
EASEMENT, PERM., BACK LINE
MEPSP_P EASEMENT, PERM., SHAPE
A
MFAP_P
FEE ACQUISITION, APPROX.
MFP_P
FEE ACQUISITION, BACK LINE
MFSP_P
FEE ACQUISITION, SHAPE
A
MHBAP
HIGHWAY BNDRY., APPROX.
MHBCP
HISTORICAL, BLDG. CORNERS
MHBP
HIGHWAY BNDRY, PT.
MJCP
PT., JURIS. CITY
MPBC
PT., BUILDING CORNER
MPCC
MPDH
PT., CROSS CUT
PT., DRILL HOLE
MPF
PT., FENCE LOCATION
MPIP
MPIR
MPM
MPMM
MPN
MPRS
PT., IRON PIPE
PT., IRON ROD
PT., MONUMENT
PT., MONUMENT, MISC.
PT., NAIL
PT., RAILROAD SPIKE
MPSP
PT., SPIKE
MPST
MPTW
MPWL
PT., STAKE
PT., TREE W/ WIRE
PT., WALL LOCATION
ROW ACQUISITION
M1
P1
FEE
M1
P1
PE
M1
P1
TE
M1
P1
TO
M1
P1
FEE WO/A
MFS_P_T
MEPS_P_T
METS_P_T
METS_P_T
MFS_P_T
FEE ACQUISITION
EASEMENT, PERMANENT
EASEMENT, TEMPORARY
OCCUPANCY, TEMPORARY
FEE ACQUISITION W/O ACCESS
ROADWAY
RES P
RGA
RGP
ELEVATION, SPOT
GUIDE RAIL, ANCHOR
GUIDE POST, SINGLE
CELL NAME
S
S_P
DESCRIPTION
SINGLE POST
SINGLE POST, PROPOSED
CELL NAME
E
UEB
E
UEM
SB_P
BACK TO BACK, PROPOSED
E
UEMH
SDEL
DELINEATORS
UEPT
SPM
PARKING METER
G
UGM
RFM
SRM
REFERENCE MARKERS
G
UGMH
SRSC3
SHLD, CTY, 123 DIG.
G
UGLM
SRSC4
SHLD, CTY, 4 DIG.
FP
UGP
SRSCT2
SHLD, CTY TOUR, 1-2 DIG.
UGV
SRSCT4
SHLD, CTY TOUR, 3-4 DIG.
UGVT
SRSI
SHLD, INTERSTATE
ULP
SRSN2
SHLD, NATIONAL, 2 DIG.
ULPM
SRSN3
SHLD, NATIONAL, 3 DIG.
ULPP
SRSS2
SHLD, STATE, 2 DIG.
UMFC
SRSS3
SHLD, STATE, 3 DIG.
O
UOLM
SRSS4
SHLD, STATE, 4 DIG.
UP
TRAFFIC CONTROL
TCBJ
TCBP
TCBS
C
TCMC
TCPP
TCSH
TCSP
BOX, JUNCTION
BOX, PULL BOX
BOX, SPLICE
MICROCOMPUTER CABINET
PED POLE
SIGNAL HEADS
SIGNAL POLE
TRAFFIC WORK ZONE
UPD
UPL
S
USMH
P
UTB
T
UTLM
T
UTMH
C
UTVLM
C
UTVPB
UUB
UUJB
TWZAP_P
ARROW PANEL
UUMH
TWZAPC_P ARROW PANEL, CAUTION MODE
UUPB
TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT
UUVL
TWZBCD_P BARRICADE (TYPE III)
UUVT
TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)
U
UUW
TWZFLG_P FLAGGER
TWZFT_P
FLAG TREE
W
IMPACT ATTENUATOR /
TWZIA_P
CRASH CUSHION (TEMPORARY)
W
TWZLUM_P LUMINAIRE (TEMPORARY)
TWZSDT_P SYMBOL, DIRECTION OF TRAFFIC
W
SYMBOL, DIRECTION OF TEMPORARY
TWZSDTD_P
TRAFFIC DETOUR
TWZSGN_P SIGN (TEMPORARY)
TWZSIG_P
SIGNAL, TRAFFIC OR PEDESTRIAN
(TEMPORARY)
TWZWL_P WARNING LIGHT
UWFH
UWM
UWMH
UWV
UWW
TWZWV_P
WORK VEHICLE
WORK VEHICLE WITH TRUCK
TWZWVA_P
MOUNTED ATTENUATOR
CPH
CPSM
CPSV
POINT, HORIZ. PHOTOGRAMMETRY
POINT, SURVEY MARKER, PERM.
POINT, VERT., PHOTOGRAMMETRY
NO.
1
REVISION
BY DATE
2
3
4
5
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under
the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any
way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering
architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"
followed by their signature and date of such alteration, and a specific description of the alteration.
LaBella
Powered by partnership.
© 2018 LaBella Associates
PROJECT/CLIENT
SOUTH JAMES STREET OVER ERIE BARGE
CANAL
B.I.N. 4206450 - P.I.N. 2754.71 - D040489
CITY OF ROME
ONEIDA COUNTY
DRAWING TITLE
LEGEND
DESCRIPTION
ELECTRIC, BOX
ELECTRIC, METER
ELECTRIC, MANHOLE
ELECTRIC, POLE, TRANS.
GAS, METER
GAS, MANHOLE
GAS, LINE MARKER
GAS/FUEL PUMP
GAS, VALVE
GAS, VENT
LIGHTING, POLE
LIGHTING, POLE, MEDIAN
LIGHTING, POLE, PED.
MISC. FILLER CAP
OIL, LINE MARKER
POLE, WITH UTILITY
POLE, DEAD (NO UTILITY)
POLE, WITH LIGHT
SANITARY SEWER MANHOLE
TELEPHONE, BOOTH
TELEPHONE, LINE MARKER
TELEPHONE, MANHOLE
CABLE TV, LINE MARKER
CABLE TV, PULL BOX
UNKNOWN, BOX
UNKNOWN, JUNCTION BOX
UNKNOWN, MANHOLE
UNKNOWN, PULL BOX
UNKNOWN, VALVE
UNKNOWN, VENT
UNKNOWN, WELL
WATER, FIRE HYDRANT
WATER, METER
WATER, MANHOLE
WATER, VALVE
WATER, WELL
CONTRACT NUMBER
D040489
DATE
SEPTEMBER 2025
DRAWING NUMBER
LEG-02
5
GENERAL NOTES
1.
THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD REFLECT THE MINIMUM
REQUIREMENTS.
GUIDE RAIL
1.
DURING INSTALLATION OF GUIDE RAIL ALONG THE TRAVELED WAY, NO EXISTING GUIDE RAIL SHALL BE
REMOVED UNTIL APPROVED FOR REMOVAL BY THE ENGINEER.
2.
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC
SIGNS
CONTROL PLAN FOR REVIEW AND APPROVAL BY THE OWNER OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR
TO THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE
1.
THE LOCATIONS OF SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED
SCOPE OF THE TRAFFIC CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER
ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO FINAL APPROVAL
FOR APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORKING DAYS PRIOR TO
BY THE ENGINEER. COST TO BE INCLUDED IN ITEM 619.01.
IMPLEMENTATION OF SUCH REVISIONS.
2.
ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN
3.
THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES AND TELEPHONE
NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS AND EQUIPMENT FOR EMERGENCY
REPAIRS OUTSIDE OF NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION
LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING
SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS
CONTRACT. COST TO BE INCLUDED IN ITEM 619.01.
TO REGIONAL MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.
3.
SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.
4.
THE CONTRACTOR SHALL DOCUMENT AND REPORT WORK ZONE INCIDENTS USING EITHER THE DEPARTMENTS
WORK ZONE INCIDENT FORM, OR THE CONSTRUCTION INCIDENT REPORTING FORM, AS APPROPRIATE.
4.
ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI-LANE DIVIDED HIGHWAYS,
MULTI-LANE RAMPS, AND ONE-WAY STREETS. IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE
5.
THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT IN ACCORDANCE
WITH THE REQUIREMENTS OF SECTION 619 OF THE CURRENT STANDARD SPECIFICATIONS, THE NATIONAL
LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY
THE ENGINEER.
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH THE NEW YORK STATE (NYS) SUPPLEMENT,
THE TEMPORARY TRAFFIC CONTROL DETAILS IN THE PLANS AND PROPOSAL OF THIS CONTRACT, AND AS
DIRECTED BY THE ENGINEER (ADBE).
5.
THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE
DIMENSIONS SHALL BE APPROVED BY THE OWNER OR HIS/HER DESIGNEE.
6.
FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOT SPECIFIED IN
THE PLANS, THE PROVISIONS OF PART 6 OF THE NATIONAL MUTCD WITH NYS SUPPLEMENT AND THE
CURRENT STANDARD SHEETS SHALL APPLY. THE STANDARDS OF APPLICATION NOTED THEREIN AND ON
THE PLANS ARE TO BE CONSIDERED MINIMUM STANDARDS.
6.
SIGNS INFORMING AND DIRECTING PEDESTRIANS SHALL BE ILLUMINATED TO BE VISIBLE AT 50 FEET AND LEGIBLE AT
10 FEET DURING HOURS OF DARKNESS.
7.
NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED LIMIT SIGN IS AUTHORIZED.
7.
PRIOR TO THE START OF ANY WORK OPERATIONS, ALL RELATED WORK FOR PROPOSED TEMPORARY TRAFFIC
CONTROL, ADBE, SHALL BE COMPLETE. THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS,
PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS, ETC.), FLAGGERS, PAVEMENT MODIFICATIONS,
AND ANY OTHER RELATED WORK.
DELINEATION AND GUIDING DEVICES
1.
WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2'
LATERAL CLEARANCE TO THE TRAVELED WAY.
BARRIER / SHADOW VEHICLES
25
1.
A SHADOW VEHICLE IS REQUIRED FOR SETTING UP OF TEMPORARY TRAFFIC CONTROL SIGNS AND DEVICES. THE COST OF
A SHADOW VEHICLE EQUIPPED WITH A TRUCK MOUNTED ATTENUATOR SHALL BE INCLUDED IN THE PRICE BID FOR BASIC
WORK ZONE TRAFFIC CONTROL.
2.
BARRIER VEHICLES SHALL BE USED AT ANY TIME THE MINIMUM BUFFER SPACE CANNOT BE ACHIEVED.
BUMPS
1.
DURING THE COURSE OF THIS PROJECT, THE CONTRACTOR SHALL KEEP THE TRAVEL WAY FREE OF BUMPS THAT MAY BE CREATED BY
THE CONTRACTORS WORK OPERATIONS. A BUMP IS DEFINED AS A PAVEMENT CONDITION CONSIDERED BY THE ENGINEER TO BE
SUFFICIENTLY ABRUPT TO CAUSE CONSIDERABLE DISCOMFORT, CARGO SHIFTING, OR DEFLECTION OF A VEHICLE FROM ITS TRUE COURSE
AT PREVAILING DRIVING SPEEDS. THE CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR ALL BUMPS CREATED BY THE CONTRACTORS
WORK OPERATIONS, INCLUDING MILLING AND PAVING. THE CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND REMOVAL OF THESE RAMPS.
TEMPORARY RAMPS SHALL BE CONSTRUCTED FROM BITUMINOUS PATCHING MATERIAL (PLANT MIX OR SUITABLE "WINTER MIX") SO AS TO
CREATE THE SMOOTHEST TRANSITION POSSIBLE (6:1 FOR = 45 MPH, 10:1 FOR > 45 MPH, OR ADBE). THESE RAMPS SHALL BE
MAINTAINED AND REMAIN IN PLACE UNTIL THE NEED FOR RAMPING IS ELIMINATED BY SUBSEQUENT WORK OPERATIONS. THE COST BID
FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.
2.
A W8-1 "BUMP" SIGN SHALL BE PLACED ON ALL APPROACHES WHERE A BUMP IS PRESENT IN THE ROADWAY. WHERE NUMEROUS BUMPS
OR DIPS OCCUR, THE W8-1 "BUMP" SIGN SHALL BE REPLACED WITH A W8-8 "ROUGH ROAD" SIGN. AN OBJECT MARKER (OM1-1) OR A
DRUM WITH A TYPE "B" FLASHING WARNING LIGHT SHALL BE INSTALLED ON THE RIGHT SIDE OF THE ROADWAY AT THE BUMP. ON
DIVIDED HIGHWAYS, AN OBJECT MARKER OR A DRUM WITH A TYPE "A" FLASHING WARNING LIGHT SHALL BE INSTALLED ON BOTH SIDES
OF THE HIGHWAY.
3.
WHEN MAINTAINING TRAFFIC ON PAVED OR MILLED SURFACES, THE CONTRACTOR SHALL MARK ALL HAZARDS PROJECTING UP FROM THE
DRIVING SURFACE (I.E. VALVES, MANHOLES, ETC.). THE CONTRACTOR SHALL PROVIDE TEMPORARY RAMPS FOR ALL VALVES, MANHOLES,
ETC. LOCATED WITHIN THE TRAVEL LANES. THE CONTRACTOR IS RESPONSIBLE FOR PLACEMENT AND REMOVAL OF THESE RAMPS.
TEMPORARY RAMPS SHALL BE CONSTRUCTED FROM BITUMINOUS PATCHING MATERIAL (PLANT MIX OR SUITABLE "WINTER MIX") SO AS TO
CREATE A SMOOTH TRANSITION. FOR VALVES, MANHOLES, ETC. LOCATED OUTSIDE THE ACTUAL TRAVEL LANES (I.E. SHOULDERS,
CENTERLINE) THE CONTRACTOR MAY MARK THE FEATURE AS A HAZARD WITH A DRUM, IF RAMPING IS NOT POSSIBLE. ALL VALVES,
MANHOLES, ETC. LOCATED WITHIN AN INTERSECTION SHALL BE RAMPED. THESE RAMPS SHALL BE MAINTAINED AND REMAIN IN PLACE
UNTIL THE NEED FOR RAMPING IS ELIMINATED BY SUBSEQUENT WORK OPERATIONS. THE COST BID FOR THIS WORK SHALL BE INCLUDED
IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.
8.
IF AT ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED WITHIN A
WORK ZONE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY, ADBE.
9.
TRAFFIC CONTROL DEVICES SHALL BE KEPT IN PROPER POSITION, CLEAN, AND LEGIBLE, REGARDLESS OF
VARYING CONDITIONS.
10.
WEEDS, SHRUBBERY, CONSTRUCTION MATERIALS, EQUIPMENT, VEHICLES OR WORKERS SHALL NOT OBSCURE
TRAFFIC CONTROL DEVICES OR OBSTRUCT TRAFFIC. THE CONTRACTOR SHALL BE REQUIRED TO TRIM ANY
FOLIAGE OBSTRUCTING THE VISIBILITY OF ANY TRAFFIC CONTROL DEVICES WHETHER PERMANENT, TEMPORARY
OR CONSTRUCTION, ADBE. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC
CONTROL.
WORK AREA
1.
THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500' LONGITUDINAL DISTANCE BETWEEN CONSTRUCTION
OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE ENGINEER.
2.
ALL TRAFFIC CONTROL DEVICES INITIALLY FURNISHED FOR THIS PROJECT SHALL BE IN ACCEPTABLE CONDITION AS
DEFINED IN THE QUALITY GUIDELINES FOR TEMPORARY TRAFFIC CONTROL DEVICES HANDBOOK PUBLISHED BY THE
AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA). AS THE CONDITION OF DEVICES DETERIORATE OVER TIME,
THOSE THAT FALL BELOW THE MARGINAL CATEGORY SHALL BE REPLACED.
3.
EACH TYPE III CONSTRUCTION BARRICADE USED TO CLOSE A ROADWAY, A SEGMENT OF A ROADWAY OR A SIDEWALK
SHALL BE EQUIPPED WITH ONE TYPE "B" FLASHING WARNING LIGHT.
4.
CONES AND TUBULAR MARKERS SHALL NOT BE USED AS CHANNELIZING DEVICES ON TAPERS IN A WORK ZONE MAINTAINED
DURING HOURS OF
PUBLIC ACCESS
1.
PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT LEAST
1 WEEK PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY
SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE.
MILLING OPERATIONS
1.
WHEN TRAFFIC IS MAINTAINED ON A ROADWAY DURING MILLING OPERATIONS, THE CONTRACTOR SHALL COORDINATE THEIR WORK
OPERATIONS SUCH THAT NO LONGITUDINAL DROP-OFFS ARE EXPOSED TO TRAFFIC AT THE END OF THE DAY.
2.
THE CONTRACTOR SHALL NOT RUN TRAFFIC ON MILLED SURFACES FOR MORE THAN TWO DAYS.
3.
PRIOR TO THE START OF ANY WORK OPERATIONS, THE CONTRACTOR IS RESPONSIBLE FOR THE DOCUMENTATION OF EXISTING PAVEMENT
MARKINGS AND THEIR LOCATIONS. THIS INVENTORY IS TO BE USED FOR THE RE-ESTABLISHMENT OF THESE MARKINGS. THE EIC WILL
BE GIVEN ONE WEEK TO REVIEW AND APPROVE THE INVENTORY AND SKETCH. NO MILLING OR RESURFACING IS TO START UNTIL THE
CONTRACTOR RECEIVES APPROVAL. THE COST OF THIS WORK TO BE INCLUDED IN THE PRICE BID FOR SURVEY AND STAKE OUT.
VMS
1.
THE CONTRACTOR SHALL PROVIDE A MINIMUM OF ONE PORTABLE VARIABLE MESSAGE SIGN (PVMS) TO BE USED AT VARIOUS
LOCATIONS AND FOR SPECIFIC OPERATIONS AS STATED IN THE CONTRACT PLANS. DISPLAY MESSAGES THAT ARE NOT INCLUDED
IN THE CONTRACT PLANS SHALL BE APPROVED BY THE EIC.
2.
WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP OR ARE IN CLOSE PROXIMITY, THE CONTRACTOR SHALL
ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL
WORK AREAS.
3.
THE CONTRACTOR SHALL COORDINATE ANY WORK WITH OTHER CONTRACTORS, UTILITY COMPANIES, OR
MUNICIPALITIES IN ORDER TO ENSURE ALL TRAFFIC IS PROPERLY AND SAFELY MAINTAINED AND PROTECTED.
CONTRACTORS VEHICLES
1.
VEHICLES OR EQUIPMENT ARE NOT TO BE PARKED WITHIN THE CLEAR ZONE AS SHOWN ON THE PLANS, ALONG
THE ROADWAY USED BY THE GENERAL PUBLIC, OR ANY OTHER AREAS DEEMED HAZARDOUS BY THE ENGINEER.
2.
VEHICLES PARKED BEHIND GUIDE RAIL/ BARRIER SHALL BE PARKED BEYOND THE GUIDE RAIL/ BARRIER
DEFLECTION DISTANCE.
3.
VEHICLES BELONGING TO OR USED BY THE CONTRACTOR OR WORKERS SHALL NOT BE PARKED ON A SHOULDER
OR IN THE MEDIAN ADJACENT TO AN ACTIVE LANE. DURING NON-WORKING HOURS, THE CONTRACTOR SHALL
NOT PARK EQUIPMENT OR STORE MATERIALS WITHIN 30 FEET OF THE EDGE OF AN ACTIVE LANE OR WHERE
IT IS DEEMED A SAFETY HAZARD TO THE TRAFFIC BY THE ENGINEER.
4.
VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A
MANNER WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES. VEHICLES
BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES ALSO SHALL NOT BE PARKED IN A
MANNER WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES.
DETOURS / DIVERSIONS
1.
UNTIL THE PROPOSED DETOUR/DIVERSION CAN BE OPENED, TRAFFIC WILL BE MAINTAINED OVER THE EXISTING
ROADWAY AND STRUCTURE.
2.
TO MAKE CERTAIN THAT ALL DETOUR SIGNS ARE LEGIBLE AND PROPERLY POSITIONED THE CONTRACTOR MUST
PATROL EACH DETOUR DAILY. THE ENGINEER WILL DETERMINE WHETHER DAMAGED SIGNS SHOULD BE
REPAIRED OR REPLACED.
2.
SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL
2.
3.
THE CONTRACTOR SHALL PLAN AND INCORPORATE ACCESS POINTS INTO THE WORK ZONE SUCH THAT, TO THE EXTENT
PRACTICAL, THE CONTRACTOR'S VEHICLES ENTERING AND LEAVING THE WORK ZONE SHALL NOT IMPEDE THE MOVEMENT
OF THROUGH TRAFFIC IN THE ADJACENT OPEN LANES.
4.
WHEN DIRECT ACCESS TO DRIVEWAYS IS NOT POSSIBLE DUE TO NECESSARY CONSTRUCTION OPERATIONS, THE
CONTRACTOR SHALL PLAN ALTERNATIVE MEANS OF ACCESS AND SUBMIT SUCH PLANS TO THE ENGINEER FOR APPROVAL.
COST FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.
NOTIFICATIONS AND EMERGENCY ACCESS
1.
THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE SCHOOL AND EMERGENCY SERVICES ORGANIZATIONS WITH
RESPECT TO THE EFFECT OF ROAD WORK, TRAVEL LANE REDUCTIONS, INTERSECTION CLOSURES, AND DETOURS ON
OPERATIONS. THIS CONTACT SHALL BE MADE AS CONDITIONS CHANGE AND AT LEAST TWO WEEKS PRIOR TO
IMPLEMENTING EACH TRAFFIC PHASE AND/OR DETOUR TO ALLOW ADEQUATE TIME FOR THE ORGANIZATIONS TO
COORDINATE AND MAKE NECESSARY ADJUSTMENTS TO RESPONSE SCHEDULES AND ROUTES.
LANE WIDTHS
1.
UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE TRAVEL LANES SHALL BE AS FOLLOWS:
FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'.
2.
A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS IN ADVANCE OF PERFORMING
ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE
REGIONAL PERMIT ENGINEER IN A TIMELY MANNER.
LANE CLOSURES
1.
THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES IN A LINEAR CLOSURE OR TAPER I.E. CONES, VERTICAL
PANELS AND DRUMS SHALL NOT BE USED IN THE SAME TAPER OR CLOSURE. HOWEVER, DIFFERENT CHANNELIZATION
DEVICES MAY BE USED IN DIFFERENT AREAS OF A PROJECT.
LOCATION OF VARIABLE MESSAGE SIGNS:
A.
VARIABLE MESSAGE SIGNS SHALL BE PLACED WHERE THEY ARE VISIBLE TO TRAFFIC AT LEAST ONE HALF MILE AWAY,
BOTH DAY AND NIGHT.
B.
WHERE TWO VARIABLE MESSAGE SIGNS ARE NEEDED TO COMMUNICATE MULTIPLE MESSAGES, UNITS ARE TO BE PLACED ON
THE SAME SIDE OF THE HIGHWAY A MINIMUM DISTANCE OF 1,000 FEET APART.
C.
VARIABLE MESSAGE SIGNS ARE TO BE PLACED BEYOND THE SHOULDER WHEREVER PRACTICAL.
2.
IF, IN THE OPINION OF THE ENGINEER, SHORT TERM LANE CLOSURES ARE CREATING EXCESSIVE DELAYS TO TRAFFIC OR
ARE CREATING A SAFETY CONCERN DUE TO SLOW OR STOPPED TRAFFIC, AFFECTED LANE CLOSURES SHALL BE REMOVED
AND THE ROADWAY OPENED TO TRAFFIC.
OF NEW
TE NE
Y
A. F
Y
3.
LANE TAPER LOCATIONS SHALL TAKE ADVANTAGE OF AVAILABLE ESCAPE PATHS SUCH AS WIDE MEDIANS AND SHOULDERS
AND SHOULD AVOID BRIDGES, UNDERPASSES AND OTHER LOCATIONS WITHOUT AVAILABLE ESCAPE PATHS. TAPERS SHALL BE
LOCATED AWAY FROM OTHER CONFLICT POINTS SUCH AS ON-RAMPS OR OFF-RAMPS WHENEVER POSSIBLE.
°
°
°
°
°°
°
°
EXCELSIOR
PRO0F7 ES 6S8IO 6N 2AL E
RECORD PLANS
I HEREBY CERTIFY BY MY SIGNATURE, THAT I HAVE PREPARED THIS
RECORD DRAWING WHICH IS, TO THE BEST OF MY KNOWLEDGE,
INFORMATION AND BELIEF, A TRUE REPRESENTATION OF THE WORK
AS CONSTRUCTED.
DATE:
NO.
1
REVISION
BY DATE
2
3
4
5
It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under
the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any
way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering
architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by"
followed by their signature and date of such alteration, and a specific description of the alteration.
LaBella
Powered by partnership.
© 2018 LaBella Associates
PROJECT/CLIENT
SOUTH JAMES STREET OVER ERIE BARGE
CANAL
B.I.N. 4206450 - P.I.N. 2754.71 - D040489
CITY OF ROME
ONEIDA COUNTY
DRAWING TITLE
WORK ZONE TRAFFIC
CONTROL NOTES
CONTRACT NUMBER
D040489
DATE
SEPTEMBER 2025
DRAWING NUMBER
TCN-01
This page summarizes the opportunity, including an overview and a preview of the attached documents.
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