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Sanjyot Vaidya, P.E. Daniel Paskie, P.E. John Cogswell, P.E. Mike Roche, P.E. Frank Cirillo, SR/WR
2
INDEX
TITLE SHEET
INDEX AND ABBREVIATIONS
DESCRIPTION DRAWING NUMBERNUMBER
SHEET
INDEX
COVER 1
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5813.68
05VARIOUS
INDEX
2
STANDARD SHEETS
608-01
645-14
645-03
645-01
680-17
680-14
680-13
680-12
680-11
680-10
680-08
680-07
680-06
680-05
680-04
680-03
680-01
619-63
619-61
619-60
619-51
619-50
619-41
619-31
619-30
619-22
619-21
619-20
619-12
619-11
619-10
619-04
619-02
D264579
581368_
CP
H_IN
DE
X.d
gn
BRIA
N
DA
NK
ER
T
UTILITY QUALITY LEVEL D
LEGENDS LEG-1 TO LEG-2
GENERAL NOTES
10 LAN-1
3-4
MISCELLANEOUS DETAILS11 MSD-1
5-6 GNN-1 TO GNN-2
13 TSD-1TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL PLANS TSP-1 TO TSP-514-18
9 CRN-1
CURB RAMP DETAILS7-8 CRD-1 TO CRD-2
CURB RAMP NOTES
LANDSCAPE ENVIRONMENTAL NOTES
TOTAL NUMBER OF SHEETS: 18
RE
NJIT J
AM
ES
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
KEIT
H
GO
RE
CKI
KEIT
H
GO
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CKI
12 ESS-1EARTHWORK SUMMARY SHEET
INDEX
E
EMH
G
GP
GSB
GV
HYD
LP
LPG
PP
SA
SMH
ST
T
TCB
TELBOX
TEL P
TMH
CTV
W
WSB
WV
AHEAD
AZIMUTH
BACK
BASELINE
BEARING
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
SPIRAL TO TANGENT
STATION
TANGENT LENGTH
THEORETICAL GRADE LINE
TANGENT TO SPIRAL
VERTICAL CURVE
ELECTRIC
ELECTRIC MANHOLE
GAS
GUY POLE
GAS SERVICE BOX (HOUSE LINE)
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)
ALIGNMENT
SUBSURFACE EXPLORATION
HAND AUGER
DRILLING MUD
HOLLOW FLIGHT AUGER
POWER AUGER
PROBE
PERCOLATION TEST HOLE
TO BE DEFINED AT THE TIME OF EXPLORATION
SEISMIC POINT
TEST PIT
BRIDGE
CUT
DAM
FILL
CULVERT
WALL
AH
CP
DA
DM
DN
FH
PA
PH
PT
SP
B
C
D
F
K
W
X
IS MADE
BE DEFINED AT THE TIME THE EXPLORATION
TO BE USED IF ONE OF THE ABOVE CANNOT
ABUT
AOBE
ASPH
BDY
BLDG
BM
CC
CONC
CONST
CR
D
DM
DWY
EP
ES
FP
FD
FL
GAR
GR
HO
HWY
IP
MB
MON
N&W
OG
O/H
P
PAV'T
PE
PED POLE
p
POR
RR
RTE
ROW
FEE WO/A
ABUTMENT
AS ORDERED BY ENGINEER
ASPHALT
BOUNDARY
BUILDING
BENCH MARK
CENTER TO CENTER
CONCRETE
CONSTRUCTION
COUNTY ROAD
DEED DISTANCE
DIRECT MEASUREMENT
DRIVEWAY
EDGE OF PAVEMENT
EDGE OF SHOULDER
FENCE POST
FOUNDATION
FENCE LINE
GARAGE
GRAVEL
HOUSE
HIGHWAY
IRON PIN OR IRON PIPE
MAILBOX
MONUMENT
NAIL AND WASHER
ORIGINAL GROUND
OVERHEAD
PARCEL
PAVEMENT
PERMANENT EASEMENT
PEDESTRIAN POLE
PROPERTY LINE
PORCH
RAILROAD
ROUTE
RIGHT OF WAY
TOPOGRAPHY (MISCELLANEOUS)
RW
SH
SHLDR
RETAINING WALL
STATE HIGHWAY
SHOULDER
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
BB
BC
BO
CAP
CB
CIP
CMP
CP
CORRUGATED STEEL PIPE
CULVERT
DIAMETER
DRAINAGE MANHOLE
DRAINAGE STRUCTURE PIPE
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
TOP OF BANK (STREAM)
TOP OF CURB
TOP OF GRATE
VITRIFIED CLAY PIPE
CSP
CULV
DIA
DMH
DS
D'XING
EHW
EL
ELEV
ELW
ES
HW
INV
MH
MHW
OHW
OLW
RCP
TB
TC
TG
VCP
SPK
ST
STK
STY
SW
TE
TO
U/G
WW
SPIKE
STREET
STAKE
STORY
SIDEWALK
TEMPORARY EASEMENT
TEMPORARY OCCUPANCY
UNDERGROUND
WING WALL
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
FEE ACQUISITION WITHOUT ACCESS
FEE FEE ACQUISITION
ABBR. DESCRIPTION
REPLACE ABBREVIATION "AB" WITH:
ABBR. DESCRIPTION
ABBR. DESCRIPTION ABBR. DESCRIPTION
ABBR. DESCRIPTION
UTILITIES
TOPOGRAPHY (DRAINAGE)
4 INCHES CASED DRILL HOLE
1 INCH SAMPLER (RETRACTABLE PLUG)
2‚ INCHES CASED DRILL HOLE
SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
STRMc
RP
TP
SQUARE FEET
GALLON
'
mi
lb LB
MI
(PLANS)
SYMBOL
STANDARD
(SPECS/PROPOSAL)
NOMENCLATURE:
EQUIVALENT
ftq
YDr CUBIC YARDCY
MILES
ACRES
LINEAR FEET
TON TON TON
GAL
POUND
GAL
SF
AC AC
QUANTITIES SHEET
ESTIMATE OF
ITEM PAYMENT UNIT:
" - INCHES
YDq SQUARE YARDSY
LF
CONE PENTROMETER
DA, DM, DN, AND FH WITH:
ABBREVIATION "C" IN CATEGORIES:
08-J
UL-2021 12:3
0
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
AC CONTROL (CENTERLINE)
CB
CBPR
EBLHS
ECT
EDMC
CURTAIN, TURBIDITY
BASELINE
BASELINE, PROJECTION
SHEET PILING
EFNS
EFNV
EWFS
EWM
EWS WETLAND, STATE
WETLAND, MITIGATION AREA
WETLAND, FEDERAL
FENCE, VEGETATION
FENCE, SILT
LABL
LAHR
LAPB
LAWA
LAWE
LFNC
LTRC
LTRD
LWR
LWS
AREA, BRUSH LINE
AREA, HEDGE ROW
AREA, PLANTING BED
AREA, WATERS EDGE
FENCE
TREE ROW, CONIFEROUS
WALL, RETAINING
TREE ROW, DECIDUOUS
WALL, STONE
MDL
MEE
HIGHWAY BOUNDARY
EASEMENT, EXISTING
DEED LINE
RG
RRPSS
BROKEN LINE
TCSW SIGNAL, SPAN WIRE
SM
SSO
SSOC
MULTIPLE POST
STRUCTURE, OVERHEAD
RRS RUMBLE STRIP
STB*
EWF
BR RAIL
BSHT
FENCE, SILT & VEGETATIONEFNSV
WETLAND, FEDERAL AND STATE
SBLB BILLBOARDS
STRUCTURE, OVHD. CANTILEVER
AREA, WOODED AREA OUTLINE
LWH WALL, H PILE
MHB
MHBA HIGHWAY BOUNDARY, APPROX.
MHBW HWY BOUNDARY, FACE OF WALL
MHBWOA HIGHWAY BOUNDARY, W/O ACCESS
MJC JURISDICTION, CITY
MJCY JURISDICTION, COUNTY
MJHD JURISDICTION, HISTORIC DISTRICT
MJLL JURIS., (GREAT, MILITARY) LOT LINE
MJN JURISDICTION, NATION
MJPB JURISDICTION, PUBLIC LANDS
MJS JURISDICTION, STATE
MJT JURISDICTION, TOWN
MJV JURISDICTION, VILLAGE
MPL PROPERTY LOT LINE
PROPERTY LOT LINE, APPROXIMATEMPLA
MSL SUB LOT LINE
GUIDE RAIL, MISCELLANEOUS
RGB GUIDE RAIL, BOX BEAM
RGBM GUIDE RAIL, BOX BEAM, MEDIAN
RGC GUIDE RAIL, CABLE
RGCB GUIDE RAIL, CONCRETE BARRIER
RGW GUIDE RAIL, W BEAM
RGWM GUIDE RAIL, W BEAM, MEDIAN
RPB PARKING BUMPER
RRC RAIL ROAD, CATENARY
RRER RAIL ROAD, 3RD RAIL
RAIL, PHOTO, SMALL SCALE
RRSSS RAIL, SURVEY, SMALL SCALE
DOUBLE BROKEN LINESTDB*
STDL* DOTTED LINE LONG
STDS* DOTTED LINE SHORT
STFB* FULL BARRIER LINE
STH* HATCH LINE
STRCT ROUNDABOUT, CAT TRACKS
STRYL ROUNDABOUT, YIELD LINE
STSB STOP BAR
SOLID, EDGE
X WALK, LADDER LINE
* = W (WHITE) OR Y (YELLOW)
BALE, STRAW
STSE*
MHA HISTORICAL, ACQUISITION
STXLB X WALK, LADDER BAR LINE
STXL
DAM, COFFER
D264579
5813.68
05VARIOUS
BRIA
N
DA
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TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
LEG-1
3
581368_
CP
H_
LE
GE
ND_1.d
gn
UTILITY QUALITY LEVEL D
RE
NJIT J
AM
ES
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
KEIT
H
GO
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CKI
KEIT
H
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CKI
LEGEND - LINE
6.
5.
4.
3.
2.
1.
HAVE CORRESPONDING EXISTING FEATURES.
FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
BE LABELED ON THE PLANS.
SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD
MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
DRAWINGS).
LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE
PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING
CORRESPONDING PROPOSED FEATURES.
FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
ALIGNMENT
CONTROL
DRAINAGE
ENVIRONMENTAL
LANDSCAPE
ROW MAPPING
STRIPING
TRAFFIC CONTROL
AD_P
AT_P
DETOUR
DDG_P
DDP_P
DDS_P
DFL_P FLOW LINE
DITCH, STONE LINED
DITCH, PAVED INVERT
DITCH, GRASS LINED
EWAA_P WETLAND, ADJACENT AREA
EDMEC_P
EDMPC_P
EDMSC_P
LFILL_P FILL LIMIT
RRPLS_P
RRSLS_P
TRANSITION CONTROL
SIGNS
STYLE NAME DESCRIPTION
BRIDGE
DESCRIPTIONNAMESTYLE
MEP_P EASEMENT, PERMANENT
MEPA_P EASEMENT, PERMANENT, APPROX.
MET_P EASEMENT, TEMPORARY
META_P EASEMENT. TEMPORARY, APPROX.
MF_P
MFA_P FEE ACQUISITION, APPROXIMATE
MFS_P FEE ACQUISITION, SHAPE
ROADWAY
DESCRIPTIONNAMESTYLE
GUIDE POST
RAIL, PHOTO, LARGE SCALE
RAIL, SURVEY, LARGE SCALE
RGP_P
STPB* PARTIAL BARRIER LINE
UTILITIES
FEE ACQUISITION, W/ ACCESS
LCUT_P CUT LIMIT
STYLE NAME DESCRIPTION
RCZ_P
BARRIER, TEMPORARY
TRAFFIC WORK ZONE
TWZBT_P
CHANNELIZING DEVICETWZCD_P
TWZPMRC_P
TWZBTWL_P
MFWOA_P FEE ACQUISITION, W/O ACCESS
CLEAR ZONE
EDMGSC_P
LIGHTS
BARRIER, TEMPORARY, W/ WARNING
COVERING
PAVEMENT MARKING REMOVAL OR
DAM, EARTHEN CHECK
DAM, GRAVEL BAG/SAND BAG CHECK
DAM, PREFABRICATED CHECK
DAM, STONE CHECK
BRIDGES CULVERTSPIN
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
08-J
UL-2021 12:3
1
kgorecki
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
DCP
DCP_P CULVERT PIPE (DIR)
CULVERT PIPE
UC
DSSD SLOTTED DRAIN
CONDUIT, UNDERGROUND
UCH CONDUIT, HANGING
UCO CONDUIT, OVERHEAD
UE ELECTRIC LINE, UNDERGROUND
UEH ELECTRIC LINE, HANGING
UEO ELECTRIC LINE, 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
OIL LINE, UNDERGROUNDUO
UOH OIL LINE, HANGING
UPBP POLE, BRACE, PUSH BRACE
POLE, GUY WIRE
USA
USAH SANITARY SEWER, HANGING
SANITARY SEWER, UNDERGROUND
UT TELEPHONE, UNDERGROUND
UTH TELEPHONE, HANGING
UTO TELEPHONE, OVERHEAD
UUU UNKNOWN, UNDERGROUND
UUH UNKNOWN, HANGING
UUO UNKNOWN, OVERHEAD
UW WATER LINE, UNDERGROUND
UWH WATER LINE, HANGING
UWO WATER LINE, OVERHEAD
UETO ELECTRIC TRANSMISSION, OVERHEAD
USAF SANITARY SEWER, FORCE MAIN, UGND
USAFH SANITARY SEWER, FORCE MAIN, HANG
UTV
UTVH
UTVO
CABLE TV, UNDERGROUND
CABLE TV, HANGING
CABLE TV, OVERHEAD
UPGW
UNDERDRAINDUD_P
CBP
CBPOL
CBSP
CBTP
ACC
ACOGO
ACS
AEQNAHD
AEQNBK
AEVT
APC
APCC
API
APOB
APOC
APOE
APOL
APOS
APOT
APOVC
APOVT
APORC
APT
APVC
APVCC
APVI
APVRC
APVT
ASC
ASPI
ASTS
AVEVT
AVHIGH
AVLOW
CENTER OF CURVATURE
COGO
CURVE TO SPIRAL
EQUATION AHEAD
EQUATION BACK
EVENT STATION
SPIRAL TO CURVE
SPIRAL TO SPIRAL
SPIRAL TO TANGENT
TANGENT TO SPIRAL
WETLAND FLAG
DRILL HOLE
ELEVATION, SPOT
FLAG POLE
MAILBOX
PAPER BOX
ROCK, BOULDER
SHRUB, CONIFEROUS
SHRUB, DECIDUOUS
TREE, CONIFEROUS
TREE, DECIDUOUS
TREE, STUMP
SINGLE POST
DELINEATORS
REFERENCE MARKERS
EWFG
GDH
LELS
LFP
LMB
LPB
LPST
LRB
LSHC
LSHD
LTC
LTD
LTS
LUKP
SDEL
SRM
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
DEFAULT
TRANSMITTAL READER
FUSION SPLICE
HAR ADVISORY SIGN
HAR SITE
LOAD CENTER
MECHANICAL SPLICE
PEDESTRIAN SIGNAL HEAD
RAMP METER
SOLAR PANEL
WEIGHT IN MOTION DETECTOR
WIRELESS VIDEO REPEATER
WIRELESS VIDEO RECEIVER
WIRELESS VIDEO TRANSMITTER
PERM. OVERHEAD VMS
PERM. VMS
ACCOU. SPEED/COUNT SNSR.SIASCTS
ICABPAD
ICCTV
ICDPD
ICELLT
ICJB
ICNTLCAB
ICPB
ICTD
ICTU
ICVTRT
IEZR
IEZTR
IFOXCAB
IFUSSPL
IHARADV
IHARST
IMECSPL
IMSCS
IMSCTS
IMT
IOVHVMS
IPASCS
IPEDS
IPSS
IPVMS
IRM
IRWIS
ISP
ISST
ITDB
ITP
IVTRT
IWIMD
IWVR
IWVTT
IWVRC
ILC
SPM PARKING METER
SPREAD SPECT. TRANSCEIVER
TELEPHONE DEMARCATION BLK
SUBSURFACE TEMP. PROBE
MICRO SPEED & COUNT SENSOR
A
B
POST, SINGLE
PT., WALL LOCATION
PT., TREE W/ WIRE
PT., STAKE
PT., RAILROAD SPIKE
PT., SPIKE
PT., NAIL
PT., MONUMENT, MISC.
PT., MONUMENT
PT., IRON ROD
PT., IRON PIPE
PT., FENCE LOCATION
PT., DRILL HOLE
HISTORICAL, BLDG. CORNERS
HIGHWAY BNDRY., APPROX.
HIGHWAY BNDRY, PT.
DEED LINE, TYPE 1
DEED LINE, TYPE 2
DEED LINE, TYPE 3
DEED LINE, TYPE 4
DEED LINE, TYPE 5
EASEMENT, EXISTING
BOX, JUNCTION
BOX, PULL BOX
BOX, SPLICE
MICROCOMPUTER CABINET
PED POLE
SIGNAL HEADS
SIGNAL POLE
MDL1P
MHBCP
MPCC
MPDH
MPF
MPIP
MPIR
MPM
MPMM
MPN
MPRS
MPSP
MPST
MPTW
MPWL
TCMC
TCPP
TCSH
TCSP
C
MJCP PT., JURIS. CITY
PT., CROSS CUT
1
2
3
4
5
IDEFAULT
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF BEGINNING
POINT OF CURVATURE
POINT OF END
POINT ON LINE
POINT ON SPIRAL
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. INTERSECTION
POINT OF VERT. REVERSE CURVE
POINT OF VERTICAL TANGENCY
SPIRAL POINT OF INTERSECTION
VERTICAL EVENT POINT
VERTICAL HIGH POINT
BASELINE, POINT
BASELINE, POINT ON LINE
UNKNOWN POINT
RFM
A
COMM. VEH. ROAD TRANSCEIVER
E-ZPASS READER
MICROWAVE TRANSCEIVER
PORT. ACCOU. SPD & CNT. SENSOR
VEHICLE TO RDWY TRANSCEIVER
PORT. SPEED & COUNT SENSOR
FIBER OPTIC X-CONNECT CABINET
PAVEMENT SURFACE SENSOR
RDWY WEATHER INFO. SENSOR
GUIDE RAIL, ANCHOR
GUIDE POST, SINGLE
RGA
RGP
CPBM BENCHMARK
GB
SF
H/S
PRFB
POINT, HORIZ. PHOTOGRAMMETRY
POINT, SURVEY MARKER, PERM.
CPSV
CPSM
CPH
ATS
AST
STR., INLET PROT., GRAVEL BAG
STR., INLET PROT., HAY/STRAW
STR., INLET PROT., PREFAB.
STR., INLET PROT., SILT FENCE
MDL2P
MDL3P
MDL4P
MDL5P
MEEP
MHBP
TCBJ
TCBP
TCBS
EIPGB_P
EIPHS_P
EIPP_P
EIPSF_P
POINT OF C0MPOUND CURVATURE
POINT OF VERT. CMPND CURVE
VERTICAL LOW POINT
BASELINE, SPUR POINT
BASELINE, TIE POINT
MHBAP
POINT, VERT., PHOTOGRAMMETRY
D264579
5813.68
VARIOUS 05
BRIA
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TB
RIA
N
DA
NK
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TB
RIA
N
DA
NK
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TB
RIA
N
DA
NK
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T
4
LEG-2
581368_
CP
H_
LE
GE
ND_2.d
gn
UTILITY QUALITY LEVEL D
RE
NJIT J
AM
ES
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
KEIT
H
GO
RE
CKI
KEIT
H
GO
RE
CKI
LEGEND - POINT
AEQN EQUATION
ALIGNMENT
BRIDGE, SCUPPER
TRAP, SEDIMENT
LANDSCAPE
GEOTECHNICAL
ENVIRONMENTAL
ITS
EASEMENT, PERM., SHAPE
EASEMENT, PERM., APPROX.
ROW MAPPING
TRAFFIC CONTROL
UTILITIES
EASEMENT, PERM., BACK LINEEASEMENT, PERM., BACK LINE
MEPAP_P
EIOP_P
ETRS_P
ADPI_P
CDPD
C
C
EZ
EZ-T
XC
H
M
RM
SS
TC
TP
WVR
V
V
CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION
DETOUR, POINT OF INTERSECT.
DETOUR, POINT ON LINE
BSC
RISER, CONCRETE BOXERCB
LTW P TREE, WELL OR WALL
SINGLE POST, PROPOSED
BACK TO BACK, PROPOSED
NAMENAME NAME NAME
SRSC3
SRSC4
SRSCT2
SRSCT4
SRSI
SRSN2
SRSN3
SRSS2
SRSS3
SRSS4
A
A
FEE ACQUISITION, SHAPE
MPBC PT., BUILDING CORNER
DESCRIPTIONNAMECELLCELL NAME DESCRIPTION
ROW ACQUISITION
MFS_P_T
PE
MEPS_P_T EASEMENT, PERMANENT
TE
METS_P_T EASEMENT, TEMPORARY
TO
METS_P_T OCCUPANCY, TEMPORARY
MFS_P_TFEE WO/A
P1
M1
M1
P1
M1
P1
M1
P1
M1
P1
FEE
FEE ACQUISITION
BRIDGE
CONTROL
TRAFFIC WORK ZONE
TWZBCD_P
ROADWAY
RES P ELEVATION, SPOT
SIGNS
TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)
TWZFLG_P FLAGGER
TWZFT_P FLAG TREE
TWZIA_P
TWZSDT_P
TWZAP_P ARROW PANEL
TWZAPC_P ARROW PANEL, CAUTION MODE
TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT
TWZWVA_P
SYMBOL, DIRECTION OF TRAFFIC
TWZSDTD_P
LUMINAIRE (TEMPORARY)
TWZSGN_P SIGN (TEMPORARY)
TWZSIG_P
TWZWL_P WARNING LIGHT
TWZWV_P WORK VEHICLE
BARRICADE (TYPE III)
TWZLUM_P
CULV
DRAINAGE
S_P
SB_P
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTSPIN
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
SHLD, INTERSTATE
SHLD, NATIONAL, 2 DIG.
SHLD, NATIONAL, 3 DIG.
SHLD, STATE, 2 DIG.
SHLD, STATE, 3 DIG.
SHLD, STATE, 4 DIG.
SHLD, CTY, 123 DIG.
SHLD, CTY, 4 DIG.
SHLD, CTY TOUR, 1-2 DIG.
SHLD, CTY TOUR, 3-4 DIG.
STR., INLET, OUTLET PROT.
MEPP_P
MEPSP_P
MFAP_P
MFP_P
MFSP_P
ADPL_P
FEE ACQUISITION, BACK LINE
FEE ACQUISITION, APPROX.
FEE ACQUISITION W/O ACCESS
CRASH CUSHION (TEMPORARY)
IMPACT ATTENUATOR /
TRAFFIC DETOUR
SYMBOL, DIRECTION OF TEMPORARY
(TEMPORARY)
SIGNAL, TRAFFIC OR PEDESTRIAN
MOUNTED ATTENUATOR
WORK VEHICLE WITH TRUCK
v CORRESPONDING EXISTING FEATURES.
6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT HAVE
v SHOULD BE LABELED ON THE PLANS.
v SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND
5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
v (0.015 in ON B SIZE DRAWINGS).
v EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER
4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY
v CORRESPONDING PROPOSED FEATURES.
3. FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
v UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
2. FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
1. THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
REGION:
08-J
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JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
DINV
DS STRUCTURE, RECTANGULAR
INVERT ANTENNASIANT P
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
TELEPHONE, LINE MARKER
TELEPHONE, MANHOLE
CABLE TV, LINE MARKER
CABLE TV, PULL BOX
UNKNOWN, MANHOLE
UNKNOWN, VALVE
WATER, FIRE HYDRANT
WATER, METER
WATER, MANHOLE
WATER, VALVE
WATER, WELL
UGM
UGMH
UGLM
UGP
UGV
UGVT
ULP
ULPM
ULPP
UMFC
UOLM
UP
UPD
UPL
USMH
UTB
UTLM
UTMH
UTVPB
UUJB
UUMH
UUVL
UWFH
UWM
UWMH
UWV
UWW
G
G
O
P
T
C
C
W
W
UNKNOWN, JUNCTION BOX
UTVLM
FP
S
T
W
UUB UNKNOWN, BOX
UUPB UNKNOWN, PULL BOX
UUVT UNKNOWN, VENT
U UUW UNKNOWN, WELL
ELECTRIC, BOX
ELECTRIC, METER
ELECTRIC, MANHOLE
ELECTRIC, POLE, TRANS.
UEB
UEM
UEMH
UEPT
E
E
E
DSMTXX_P
G
A
A
P
LC
PM
M
VMS
PA
PVMS
RWIS
POLE, WITH UTILITY
POLE, DEAD (NO UTILITY)
POLE, WITH LIGHT
SANITARY SEWER MANHOLE
TELEPHONE, BOOTH
DSI STRUCTURE, INVERT
DSM STRUCTURE, MANHOLE
DSR STRUCTURE, ROUND
DST"X"CB P
STRUCTURE, RECT., TYPE "X"DST"X" P
WIM
"XX" = 48, 60, 72, 96
TYPE "XX"
STRUCTURE, MANHOLE,
TYPE "X"
STRUCTURE, RECT., WITH CURB
"X" = I, K, L, M, O, P, U
"X" = F, G, N, O, P, R
STUDENT ACCESS TO SIDEWALKS, CROSSWALKS, SCHOOL BUS ROUTES AND STUDENT PICK-UP.
COORDINATION WITH SCHOOL DISTRICTS SHALL BE CONDUCTED TO MINIMIZE IMPACT ON
SCHOOL BUS ROUTES AND STUDENT BUS STOPS AND STUDENTS WALKING TO SCHOOL.
THE CONTRACTOR SHALL BE MADE AWARE THAT CONSTRUCTION ACTIVITIES MAY IMPACT
NYSDOT AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)
ACCURACY. THE INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING
THESE PLANS HAVE A QUALITY LEVEL D: QUALITY LEVEL D IS THE LOWEST DEGREE OF
D264579
5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
BRIA
N
DA
NK
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N
DA
NK
ER
TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5
ACTIVITY AREA
SIGNS
LANE CLOSURES
LANE WIDTHS
NEW YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.
THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE
MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS.
ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR,
3) THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES,
PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.
APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORKING DAYS
CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR
SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC
OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF
TO THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR
2) THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS
REFLECT THE MINIMUM REQUIREMENTS.
1) THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD,
A MOTORIST'S LINE OF SIGHT.
3) SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT
WORK ZONE TRAFFIC CONTROL NOTES CONT'D:
LOCATIONS OUTSIDE THE CONTRACT LIMITS.
ROUTE IS NEEDED FOR EMERGENCY PURPOSES. THIS COULD INCLUDE INCIDENTS AT
2) THE ENGINEER MAY REQUIRE THAT ALL LANES BE RE-OPENED AT ANY TIME IF THE
I.E. BEFORE CURVES AND CRESTS, TO THE EXTENT CONDITIONS PERMIT.
1) THE CONTRACTOR SHALL LOCATE LANE CLOSURES TO PROVIDE OPTIMUM VISIBILITY,
OR BY HIS/HER DESIGNEE.
MUTCD. ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE REGIONAL DIRECTOR
5) THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE
ENGINEER.
RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE
RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE
DIVIDED HIGHWAYS, MULTI-LANE RAMPS, AND ONE-WAY STREETS. IN CASES WHERE LANE
4) ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI-LANE
IS MAINTAINED THROUGHOUT ALL WORK AREAS.
CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY
2) WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE
APPROVED BY THE ENGINEER.
CONSTRUCTION OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE
1) THE CONTRACTOR SHALL MAINTAIN A MINIMUM 500 FT LONGITUDINAL DISTANCE BETWEEN
PERMIT ENGINEER IN A TIMELY MANNER.
WIDTH OF AN EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL
21 CALENDAR DAYS IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED
2) THE CONTRACTOR SHALL PROVIDE A WRITTEN NOTICE TO THE ENGINEER, A MINIMUM OF
LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10 FT.
LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11 FT. THE MINIMUM
TRAVEL
1) UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE
IN THIS CONTRACT.
RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED
RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE
TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR
2) ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE
ENGINEER.
CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE
1) THE LOCATIONS OF THE SIGNS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER
WORK ZONE TRAFFIC CONTROL NOTES:
ACCESSIBLE TO ADA STANDARDS.
DIVERT PEDESTRIAN TRAFFIC ONTO GRASSED AREAS OR OTHER SURFACES THAT ARE NOT
WITH DISABILITY ACT ACCESSIBILITY GUIDELINES (ADAAG). THE CONTRACTOR SHALL NOT
THE NYSDOT STANDARD SPECIFICATIONS AND IN ACCORDANCE WITH THE AMERICANS
THE WORK ZONE SHALL MAINTAIN ACCESSIBILITY, AS DEFINED IN SECTION 619-3.02C OF
TO MINIMIZE PEDESTRIAN MIDBLOCK CROSSINGS. THE PEDESTRIAN ROUTE THROUGH
BE PLACED AT INTERSECTIONS PRIOR TO THE WORK ZONE RATHER THAN AT THE WORK ZONE
SHOULDER OR LANE CLOSURE WORK ZONE. WHERE POSSIBLE, THESE SIGNS SHALL
WITH ADVANCED SIGNAGE, TO CROSS AT AN ACCEPTABLE LOCATION PRIOR TO ENTERING A
PEDESTRIAN ACCESS THROUGH THE WORK ZONE. PEDESTRIANS SHALL BE DIRECTED,
THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
CHANGE TO A TEMPORARY SHARED LANE FACILITY.
INCLUDE THE APPROPRIATE SIGNAGE TO WARN BOTH BICYCLISTS AND MOTORISTS OF THE
WITH MOTORISTS. TRAFFIC CONTROL IMPLEMENTED ALONG THE PROJECT LIMITS SHALL
PLANS ARE TO INCLUDE A SHOULDER CLOSURE, BICYCLISTS WILL NEED TO SHARE THE LANE
REGIONAL "ON STREET BICYCLE NETWORK". IF THE TRAFFIC CONTROL
THIS ROUTE DOES NOT HAVE DEDICATED BICYCLE FACILITIES OR IS PART OF THE
THE ABILITY OF BICYCLISTS TO MOVE THROUGH THE WORK ZONE.
THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT INTERFERE WITH
UTILITY QUALITY LEVEL NOTE:
BICYCLE ACCOMMODATION THROUGH WORK ZONES
PEDESTRIAN ACCOMMODATION THROUGH WORK ZONES
COORDINATION WITH SCHOOL DISTRICTS AND BUS SCHEDULES NOTES:
JURISDICTION THEREOF AT NO COST OR EXPENSE TO THE STATE.
THE MUNICIPALITY OR BY THE AGENCY OR UNIT OWNING OR HAVING CONTROL AND
WITHIN OR ADJACENT TO THE ROW, SHALL BE MAINTAINED, AS THE CASE MAY BE, BY
AS PART OF THE WORK PERFORMED UNDER THIS COTRACT, WHETHER CROSSING, LOCATED
REMAIN IN SERVICE UNCHANGED, AND ALL SUCH FACILITIES RELOCATED OR PROTECTED
OR PRIVATELY OWNED FACILITIES WITHIN THE LIMITS OF THE HIGHWAY ROW WHICH
THE PROJECT BY THE COMMISSIONER, WATERMAINS, HYDRANTS AND OTHER MUNICIPALLY
ALL EXISTING SANITARY SEWERS AND OTHER SEWERS NOT DEEMED TO BE A PART OF 2)
CURB LINE OR BACK OF DITCH OF THE STATE HIGHWAY ACROSS THE INTERSECTION.
OF GOVERNMENT HAVING JURISDICTION BEYOND THE OUTSIDE EDGE OF SHOULDER,
THE STATE HIGHWAY SYSTEM SHALL BE MAINTAINED BY THE AGENCY OR LOCAL UNIT
THE HIGHWAY. ALL PUBLIC INTERSECTING ROADS, HIGHWAYS OR STREETS NOT ON
AFTER ACCEPTANCE OF THIS CONTRACT, THE STATE WILL RESUME MAINTENANCE OF 1)
MAINTENANCE JURISDICTION NOTES:
GNN-1
THE EIC PRIOR TO ORDERING POLES.
1) THE CONTRACTOR SHALL VERIFY ALL POLE HEIGHTS & MAST ARM MOUNTING HEIGHTS WITH
WIND SPEED IS 80 MPH
WEIGHTS AND PROJECTED AREAS ARE BASED ON 12" SIGNAL LENSES.
PROJECTED AREA OF 3 SECTION HEAD WITH BACKPLATE= 8.2 SF
WEIGHT OF 3 SECTION HEAD WITH BACKPLATE= 37.5 LBS
MAST ARM DESIGN CRITERIA:
MAST ARMS/POLE HEIGHT
581368_
CP
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WORK COMPLETION NOTE
(STANDARD SPECIFICATIONS SECTION 107-08).
REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE
DONE. ANY SUCH INJURIES OR DAMAGES SHALL BE SATISFACTORILY
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES D.
SPECIFICATIONS SECTION 105-15).
WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD
OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING
INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE
BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT
PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO
PLANTINGS, LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE
WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING
SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL CONTRACT
IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD C.
SPECIFICATIONS SECTIONS 105-10 AND 625).
WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD
CHARGE FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY
VICINITIES, THE CONTRACTOR MUST CONTACT THE ENGINEER IN
RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR WORK IN THOSE
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE B.
INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE
WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
VEHICLE ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND
PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO
CONTRACTOR IS TO ASSURE HIMSELF THAT ALL WORK IS BEING
SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE
WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN ACCORDANCE WITH
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE A.
GENERAL RIGHT OF WAY NOTE
SPECIAL NOTE
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PROVIDED TO THE REGION 5 TSO GROUP.
A LIST OF ALL LED SERIAL NUMBERS REMOVED FROM THE PROJECT SHALL BE 9.
SWITCH-PACK, MODEMS, ETC.) WHICH SHALL BE RETURNED TO REGION 5 TSO GROUP.
CABINET AND ALL COMPONENTS HOUSED WITHIN THE CABINET (I.E.: CONTROLLERS,
REMOVAL SHALL BECOME PROPERTY OF THE CONTRACTOR, EXCEPT THE TRAFFIC SIGNAL
LISTED FOR REMOVAL UNDER PROVISIONS OF THIS ITEM. ALL EQUIPMENT LISTED FOR
SHALL INCLUDE THE REMOVAL AND STORAGE OF ALL EXISTING TRAFFIC SIGNAL EQUIPMENT
NOTE: ITEM 680.7900XX05, "REMOVE TRAFFIC SIGNAL INSTALLATION, LOCATION X", 8.
SIGNAL).
ALL LABOR, MATERIALS AND EQUIPMENT IN ITEM 680.81330010 - AUDIBLE PEDESTRIAN
PROOFING WITHOUT COVERING THE SPEAKER. THE CONTRACTOR SHALL INCLUDE COST FOR
APS BUTTONS SHALL BE CAULKED ON THE BACK SIDE OF THE HOUSING FOR WEATHER D.
PEDESTRIAN POLES ARE ERECTED.
APS BUTTONS SHALL BE DRILLES AND MOUNTED IN THE FIELD AFTER THE C.
.WAV, OGG OR ETC. FILES TO REGION 5 TSO GROUP.
THE CONTRACTOR OR E.I.C. SHALL PROVIDE COPIES OF THE ASSOCIATED ELECTRONIC B.
680.81330010.
CONTRACTOR SHALL INCLUDE COST FOR ALL LABOR, MATERIALS AND EQUIPMENT IN ITEM
REQUIRE THE INSTALLATION OF STAINLESS-STEEL WASHERS OR OTHER HARDWARE. THE
THE APS UNITS AND CONTAIN THE STREET NAME MESSAGES ARE SECURE. THIS MAY
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SIGNS THAT ARE ATTACHED TO A.
AUDIBLE PEDESTRIAN SIGNALS (APS)7.
POLES WITH EXTRA SETS OF HOLES WILL NOT BE ACCEPTED - SEE NOTE 7C.C.
SIGNAL POLES LARGER THAN 11/16" AS PER STANDARD SPECIFICATION SECTION 724-03.
THE CONTRACTOR WILL NOT BE ALLOWED TO DRILL ANY NEW HOLES IN TRAFFIC B.
CHANNELS, ETC.). HOLES SHALL BE FILLED WITH JB WELD EPOXY OR APPROVED EQUAL.
ARE LEFT FROM THE REMOVAL OF OLD INFRASTRUCTURE (I.E.: OLD PUSH BUTTONS, METER
THE CONTRACTOR SHALL FILL ANY AND ALL EXISTING HOLES IN SIGNAL POLES THAT A.
TRAFFIC SIGNAL POLES6.
ELECTRICAL COATING FD OR APPROVED EQUAL BY THE TSO GROUP.
TO SEAL ALL SIGNAL LOOPS SPLICES THE CONTRACTOR SHALL USE 3M SCOTCHKOTE B.
INSTALLATION UNLESS OTHERWISE DIRECTED BY THE E.I.C.
TRAFFIC SIGNAL LOOPS SHALL BE FULLY OPERATIONAL WITHIN 3 DAYS OF A.
TRAFFIC SIGNAL LOOPS5.
EQUIPMENT IN VARIOUS ITEMS PAID-NO DIRECT PAYMENT SHALL BE MADE.
REQUIREMENTS. CONTRACTOR SHALL INCLUDE THE COST FOR ALL LABOR, MATERIALS AND
THE CONTRACTOR SHALL BOND METALLIC SERVICE CONDUITS AS PER 2017 NEC/NFPA A.
TRAFFIC SIGNAL SERVICE GROUNDING/BONDING4.
EQUIPMENT IN ITEM 680.5002 (CONCRETE BASE FOR CONTROLLER CABINET).
TROWELED SMOOTH. CONTRACTOR SHALL INCLUDE COST FOR ALL LABOR, MATERIALS AND
CONCRETE SHALL BE PLACED AROUND PROTRUDING CONDUITS IN PRE-CAST FOUNDATIONS AND
A. PRIOR TO INSTALLATION OF A GROUND MOUNTED TRAFFIC SIGNAL CABINET BASE,
TRAFFIC SIGNAL CABINET3.
WILL THEN HAVE 7 DAYS TO INSPECT THE WORK AND PROVIDE COMMENTS TO THE E.I.C.
CONTRACTS COMPLETION DATE. THE REGION 5 TRAFFIC SIGNAL OPERATIONS (TSO) GROUP
COMPLETED TO THE SATISFACTION TO THE E.I.C. 30 CALENDAR DAYS PRIOR TO THE
THE CONTRACTOR SHALL BE AWARE THAT ALL TRAFFIC SIGNAL WORK SHALL BE B.
APPROVES ALL MORTARED CONDUIT ENTRIES INTO THE PULLBOX.
CONDUIT SHALL NOT BE COMPLETELY BACKFILLED UNTIL NYSDOT INSPECTOR A.
INSPECTIONS2.
DAYS PRIOR TO DIGGING NEAR TRAFFIC SIGNAL EQUIPMENT FOR UTILITY MARKOUT.
CONTRACTOR SHALL CALL TRAFFIC SIGNAL MAINTENANCE CREW (716-649-1437), 7 A.
DIG SAFE NOTE1.
SPECIAL TRAFFIC SIGNAL NOTES:
CONSTRUCTION WORK SHALL BE DESIGNATED AS THE START DATE OF THE WORK ORDER.
ORDER TIME SCHEDULE SHALL STILL APPLY. THEREFORE, THE FIRST DATE OF ON-SITE
JANUARY 1, 2022. HOWEVER IF THE CONTRACTOR CHOOSES TO BEGIN EARLIER, THE WORK
1) LOCATION 1 IS A TYPE 1B WORK ORDER AND THE WORK IS DESIGNATED TO BEGIN ON
HOLIDAY TIME RESTRICTIONS
SEE CONTRACT PROPOSAL FOR HOLIDAY TIME RESTRICTIONS.
GENERAL NOTES
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BRIDGES CULVERTSPIN
JO
B
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NA
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RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NY Route 78
NY Route 78
Northbound
Southbound
Interstate 190
Interstate 190
Robinson Rd to Lockport NCL
Lockport NCL to Robinson Rd
NY Route 425
NY Route 425
Northbound
Southbound
Interstate 190
Interstate 190
Interstate 190
Interstate 190
Interstate 190
Interstate 190
N. Grand Island Bridge to US 62
LQ Bridge to NY 31
NY 31 to Porter/NY 182
US 62 to Porter/NY 182
Porter/NY 182 to NY 31
NY 31 to LQ Bridge
Porter/NY 182 to US 62
US 62 to N. Grand Island Bridge
US Route 62 Northbound
Northbound
Northbound
Southbound
Southbound
Southbound
US Route 62
US Route 62
US Route 62
US Route 62
US Route 62
Niagara Co Line to N Ton CL(south)
N Ton CL (south) to NY 425
NY 425 to N Ton CL (north)
N Ton CL (north) to NY 425
NY 425 to N Ton CL (south)
N Ton CL(south) to Niagara Co Line
ROUTE DIRECTION LIMITS TIME RESTRICTIONS
Northbound
Southbound
6am-9am & 3pm-6pm
6am-9am & 3pm-6pm
3pm-6pm
7am-9am
Niagara CL to Nash Rd
Nash Rd to Niagara CL
Northbound
Northbound
Northbound
Southbound
Southbound
Southbound
7am-7pm
2pm-7pm
No Restrictions
2pm-7pm
No Restrictions
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
7am-7pm
2pm-7pm
2pm-7pm
3pm-6pm
7am-9am
7am-9am & 3pm-6pm
7am-9am & 3pm-6pm
Note: 1) See page XVIII for additional information
TABLE B
XXXIREV 01/20/12
D264579
5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
BRIA
N
DA
NK
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TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
6
GNN-2
581368_
CP
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Niagara CountyNiagara County
Time and Holiday Restrictions
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GENERAL NOTES
08-J
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kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
1.5%, MAXIMUM
APPROX. HIGHWAY BOUNDARY (A.H.B.)
SIDEWALK
EXISTING
SIDEWALK
EXISTING
B
B
A A
7.5% MAXRAMP
SIDEWALK
EXISTING
NOT TO SCALE
PAVEMENT (AS NEEDED AND ADBE)
RESTORATION OF DISTURBED
PLACE NEW CURB (ADBE)
SECTION A-A
SECTION B-B
6"
NOT TO SCALE
REPLACE / INSTALL NEW TRANSITION PANEL
(WORK TO BE INCLUDED UNDER ITEMS
EXCAVATION AND DISPOSAL UNDER CURB RAMPS
ITEM 608.02010015 - UNCLASSIFIED
UNDER CURB RAMPS
ITEM 608.02020015 - OPTIONAL SUBBASE COURSE
NOT TO SCALE
6"
4" OR 6" CONCRETE
REPLACE / INSTALL SIDEWALK BEYOND TRANSITION PANEL
(ALL WORK TO BE INCLUDED UNDER ITEM 608.01010002)
608.0105xx05, 608.02010015, AND 608.02020015)
(WORK TO BE INCLUDED UNDER ITEMS 608.0105xx05, 608.02010015, AND 608.02020015)
UNDER CURB RAMPS
ITEM 608.02020015 - OPTIONAL SUBBASE COURSE
EXCAVATION AND DISPOSAL UNDER CURB RAMPS
ITEM 608.02010015 - UNCLASSIFIED
REPLACE / INSTALL NEW CURB RAMP
(AS NEEDED)
GRASS AREAS OR PAVEMENT
RESTORATION OF DISTURBED
(AS NEEDED)
GRASS AREAS OR PAVEMENT
RESTORATION OF DISTURBED
(AS NEEDED)
GRASS AREAS OR PAVEMENT
RESTORATION OF DISTURBED
(AS NEEDED)
GRASS AREAS OR PAVEMENT
RESTORATION OF DISTURBED
ITEM 608.0105XX05 - CURB RAMP
ITEM 608.0105XX05 - CURB RAMP
DETECTABLE WARNING UNIT
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RAMP
FLARE
SIDE
FLARE
SIDE
SPACE
TURNING
PANEL
TRANSITION
5' TYP.
SAWCUTTING (TYP.)
SAWCUTTING (TYP.)
EXISTING CURB TO REMAIN
WORK LIMITS (TYP.)
BEHIND SIDEWALK
MINIMIZE DISTURBED AREA
LIMITS VARY BY LOCATION
TYPICAL CURB RAMP DETAIL
NOT TO SCALE
RAMP TYPE AND CONFIGURATION VARY
2'
MA
X.
TRAVEL LANE
THE CROSSWALK AND OUTSIDE THE VEHICULAR
48" MIN x CURB RAMP WIDTH ENTIRELY WITHIN
CLEAR SPACE
1.5% MAX.
TURNING SPACEPANEL
TRANSITION
NOT TO SCALE
EXISTING SIDEWALK
ITEM 402.198903, F9 BINDER COURSE, 80 SERIES COMPACTION - 3.0"
ITEM 503.1010 - PCC FOUNDATION FOR PAVEMENT, CLASS C - 6"
ITEM 627.50140008 - SAWCUTTING PAVEMENT
STORAGE OR CURB RAMP (REVEAL VARIES)
EXISTING CONCRETE SNOW
PROPOSED CURB DETAIL AT CURB RAMPS
(WORK TO BE INCLUDED UNDER ITEMS
608.0105xx05, 608.02010015, AND 608.02020015)
EXCAVATION AND DISPOSAL UNDER CURB RAMPS
ITEM 608.02010015 - UNCLASSIFIED
UNDER CURB RAMPS
ITEM 608.02020015 - OPTIONAL SUBBASE COURSE
2.0' MAX.
MATCH EXISTING OR ADBE
ITEM 609.10010109 OR 609.10010309
6" OR 8" SUBBASE
SEE NOTE 3
SEE NOTE 3
CURB REPLACEMENT (IF REQUIRED OR ADBE)
MINIMIZE DISTURBED SNOW STORAGE
SUBBASE COURSE, OPTIONAL TYPE
EXCAVATION AND DISPOSAL
UNCLASSIFIED
DETECTABLE WARNING UNIT
INCHES OF SUBBASE.
WHERE 4 INCHES OF CONCRETE IS SPECIFIED, PLACE 6 INCHES OF SUBBASE AND WHERE 6 INCHES OF CONCRETE IS SPECIFIED PLACE 8 3.
ADBE.
NEW OR REPLACEMENY CURB IS NOT REQUIRED AT ALL RAMPS. REFER TO CURB RAMP TABLES FOR SCOPE OF WORK AT EACH LOCATION, OR 2.
OTHER ITEMS LISTED ARE FOR REFERENCE ONLY, UNLESS OTHERWISE NOTED ON THE PLANS.
ALL WORK IS TO BE PAID FOR UNDER ITEMS 608.0105XX05, 608.02010015, AND 608.02020015.1.
NOTES:
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AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
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ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
RAMP
SPACE
TURNING
SPACE
CLEAR
STRIPING
CROSSWALK
APPROX. HIGHWAY BOUNDARY (A.H.B.)
2'-
0"
2'-
0"
5'-
0"
MA
X.
UNIT 5 FEET FROM FLUSH CURB
PLACE FIRST DETECTABLE WARNING
GRADE BREAK
GRADE BREAK
FLUSH CURB
TRANSITION
RAMP
ORIENTATION OF CURB RAMP AND CROSSWALKNOT TO SCALE
NOT TO SCALE
CROSSWALK AND STOP BAR STRIPING
DIRECTION OF LANE LINES
4'-0
"
RAMP WI
DTHPARALLEL TRAVEL LANE
PARALLEL TRAVEL LANE
AND OUTSIDE THE
CROSSWALK STRIPING
CONTAINED WITHIN THE
BE COMPLETELY
THE CLEAR SPACE MUST
NEW CURB
EXISTING OR
EXTENSION OF CURB LINE
SIDEWALK
EXISTING
SIDEWALK
EXISTING
SNOW STORAGE
SNOW STORAGE
8'-0"
LONGITUDINAL LINE
TRANSVERSE LINE
"LS" PAVEMENT MARKINGS AT SKEWED CROSSWALKNOT TO SCALE
SHALL BE PARALLEL WITH THE LANE LINES.
LINES ON "L" AND "LS" TYPE CROSSWALKS
(SHEET 2 OF 9, NOTE 2) LONGITUDINAL
AS PER NYSDOT STANDARD SHEET 685-01
OF EXISTING PAVEMENT
MEET LINE AND GRADE
STORAGE IS TRAVERSABLE
SIDE FLARE LIMIT IF SNOW
TYPE 8 RAMP CROSSING ONE LEG OF INTERSECTION
DWS PLACEMENT OPTION 2
STACKED DETECTABLE WARNING SURFACE (DWS) DETAIL
SHOULD BE CONSIDERED, ADBE.
CURB RAMP. THEREFORE, IF NECESSARY, A DIFFERENT DWS OR RAMP CONFIGURATION
3. NO MORE THAN TWO DETECTABLE WARNING SURFACES SHALL BE STACKED AT ANY ONE
MUST EXTEND ACROSS THE ENTIRE SIDEWALK AT A 2-FOOT DEPTH.
OPENING. THE SECOND DWS SHALL BE PLACED DIRECTLY BEHIND THE FIRST DWS, AND
SURFACE (DWS) SHALL BE PLACED A MAXIMUM OF 5-FEET FROM THE FURTHEST CURB
2. IF STACKING TWO DWS'S TOGETHER, THE CORNER OF THE FIRST DETECTABLE WARNING
2, OPTION 2). IN THESE SITUATIONS, STACKING TWO (2) DWS MAY BE REQUIRED.
REQUIREMENTS OF AN OPTION 2 DWS CONFIGURATION (SEE STANDARD SHEET 608-01, SHEET
DETECTABLE WARNING SURFACE CANNOT BE PROPERLY INSTALLED TO FULLY MEET THE
AT VERY LARGE RADIUS INTERSECTIONS, THERE MAY BE SITUATIONS WHERE A SINGLE 1.
WARNING SURFACE
DETECTABLE
SIDEWALK
EXISTING
24-INCH DEPTH
WIDTH OF THE SIDEWALK AT A
SURFACE MUST EXTEND THE ENTIRE
THIS DETECTABLE WARNING
OLD MARKINGS ARE TO REMOVED AND REPLACED IN THE CORRECT LOCATION.
NEW CURB RAMPS RESULTING IN THE CLEAR SPACE NOT FULLY CONTAINED WITHIN THE CROSSWALK MARKINGS.
CURB RAMP EXISTS. THIS MAY RESULT IN EXISTING CROSSWALK STRIPING THAT DOES NOT ALIGN WITH THE
CROSSWALKS. DEPENDING ON LOCATION, THE NEW CURB RAMP MAY NOT BE INSTALLED WHERE THE EXISTING
1. THE CLEAR SPACE AT THE BOTTOM OF ALL CURB RAMPS MUST BE COMPLETELY CONTAINED WITHIN THE
NOT TO SCALE
EXISTING RAMP
DETECTABLE WARNING SURFACE (DWS) INSTALLATION DETAIL
DETECTABLE WARNING UNITS
PLACE EMBEDDED CAST IRON
DETECTABLE WARNING FIELD VARIES BY LOCATION.
5. TYPE 8 CURB RAMP IS SHOWN IN THIS DETAIL. ACTUAL RAMP TYPE AND SIZE OF
FOR ITEM 608.0105XX05, ITEM 608.02010015 AND ITEM 608.02020015.
AROUND THE DETECTABLE WARNING UNIT SHALL BE INCLUDED IN THE PRICE BID
AS SAWCUTTING, EXCAVATION, SUBBASE MATERIAL AND NEW CONCRETE PLACED
4. THE COST OF ANY ADDITIONAL MATERIAL BEYOND THE DETECTABLE WARNING, SUCH
ITEM 608.0105XX05.
UNITS UNLESS OTHERWISE NOTED ON THE LOCATION TABLES AND PAID FOR UNDER
3. DETECTABLE WARNING FIELD SHALL BE CAST IRON EMBEDDED DETECTABLE WARNING
CURB RAMP, ADBE.
SLAB/SIDEWALK SLAB WILL BE REMOVED AND REPLACED USING ITEM 608.0105xx05
2. TO INSTALL A DWS IT HAS BEEN ASSUMED THE ENTIRE EXISTING RAMP
BEING INSTALLED AT EXISTING CURB RAMPS OR DRIVEWAY CROSSINGS.
1. THIS DETAIL IS TO BE USED IN LOCATIONS WHERE DETECTABLE WARNINGS ARE
NOTE:
iTEM 608.02020015
ITEM 608.02010015
ITEM 608.0105xx05
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
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ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
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CURB RAMP NOTES, GENERAL
CONTRACTOR RESPONSIBILITY FOR ADA COMPLIANCE
ITEM 608.0105XX05 - CURB RAMP
ITEM 608.02010015 - UNCLASSIFIED EXCAVATION AND DISPOSAL UNDER CURB RAMPS
ITEM 608.02020015 - OPTIONAL TYPE SUBBASE COURSE UNDER CURB RAMPS
ITEM 608.01010002 - CONCRETE SIDEWALKS, AMERICANS WITH DISABILITIES ACT
OF THE NEW CURB RAMP, AS DESCRIBED UNDER ITEM 608.0105XX05.
PAYMENT WILL BE THE TOTAL NUMBER OF CUBIC YARDS OF SUBBASE COURSE REQUIRED TO COMPLETE CONSTRUCTION 2.
SUBBASE COURSE MATERIAL UNDER CURB RAMPS SHALL BE PAID FOR UNDER ITEM 608.02020015. 1.
DESCRIBED UNDER ITEM 608.0105XX05, INCLUDING ADJACENT AREAS AFFECTED BY THIS WORK.
MODIFY THE EXISITNG CURB RAMP AND COMPLETE CONSTRUCTION OF THE NEW OR MODIFIED CURB RAMP AS
PAYMENT WILL BE THE TOTAL NUMBER OF CUBIC YARDS OF EXCAVATION AND DISPOSAL REQUIRED TO REMOVE OR 2.
EXCAVATION AND DISPOSAL OF MATERIAL UNDER CURB RAMPS SHALL BE PAID FOR UNDER ITEM 608.02010015. 1.
THERE WILL BE NO SEPARATE PAYMENT FOR PLACEMENT OF SUBBASE COURSE UNDER THIS ITEM. 4.
ITEM.
THERE WILL BE NO SEPARATE PAYMENT FOR EXCAVATION OR DISPOSAL OF MATERIAL UNDER SIDEWALKS UNDER THIS 3.
WORK.
WORK UNDER THIS ITEM SHALL INCLUDE ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO COMPLETE THE 2.
SHALL BE PAID FOR UNDER ITEM 608.01010002 - CONCRETE SIDEWALK, AMERICANS WITH DISABILITIES ACT.
IN AREAS WHERE ADDITIONAL SIDEWALK WORK IS REQUIRED BEYOND THE CURB RAMP AND TRANSITION PANEL, WORK 1.
PRODUCT SHALL BE REPLACED AT NO ADDITIONAL COST TO THE STATE.
DETERMINED BY THE ENGINEER IN CONSULTATION WITH THE REGIONAL LANDSCAPE ARCHITECT, THE FINAL
1. IF THE FINAL PRODUCT FAILS TO MEET ADA GUIDELINES AND CANNOT BE JUSTIFIED AS NONSTANDARD, AS
9
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11. THE TRANSITION FROM 6 INCH CURB TO FLUSH CURB SHALL BE A SMOOTH AND CONSISTENT TRANSITION.
FLARES SHALL BE PAID FOR UNDER ITEM 609.1001XX09.
RAMP SHALL BE PAID FOR UNDER ITEM 608.0105XX05. ADDITIONAL CURB NEEDED BEYOND THE CURB RAMP SIDE
ADA COMPLIANT CURB RAMP COULD NOT OTHERWISE BE CONSTRUCTED. ALL CURB WORK ASSOCIATED WITH THE CURB
INSTALL NEW CURB RAMPS IN THE PROPER ORIENTATION. EXISTING CURB MAY ALSO REQUIRE REPLACEMENT IF AN
DEPENDING ON SITE CONDITIONS, EXISTING CURBS MAY REQUIRE PARTIAL OR TOTAL REMOVAL, OR CUTTING TO 10.
STANDARD SPECIFICATION.
STANDARD SPECIFICATION. ANY EXISTING PLANT MATERIAL SHALL BE PROTECTED AS PER SECTION 107-08C OF THE
RESTORATION OF DISTURBED AREAS SHALL BE PERFORMED AS SPECIFIED UNDER SECTION 107-08 OF THE NYSDOT
FERTILIZER - TYPE A
MULCH - TYPE 1, WOOD FIBER MULCH
SEED MIX - TYPE C, LAWN SEED MIX
TOPSOIL - TYPE 1 TOPSOIL-ROADSIDE, 4" THICK
DEVELOPMENT STANDARD SPECIFICATIONS:
MATERIALS FOR ALL SITE RESTORATIONS SHALL MEET THE FOLLOWING REQUIREMENTS, AS PER THE LANDSCAPE
ITEM 608.0105XX05 INCLUDES PLACING TOPSOIL AND RE-ESTABLISHING TURF IN DISTURBED AREAS. 9.
LIMITS ON CRD-1
CURB RAMP ITEM 608.0105XX05, UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS. SEE CURB RAMP PAY
SNOW STORAGE SHALL BE KEPT AT A MINIMUM. PAYMENT FOR SNOW STORAGE REPAIRS SHALL BE COVERED UNDER
8. THE SNOW STORAGE AREA MATERIAL MAY VARY FROM TURF, CONCRETE, BRICK, ASPHALT, ETC. DISTURBANCE OF THE
SHALL BE NO ADDITIONAL PAYMENT FOR THIS WORK WITHIN THE LIMITS OF THESE ITEMS.
7. PAYMENT FOR SAW CUTTING OF THE EXISTING SIDEWALK SHALL BE INCLUDED UNDER ITEM 608.0105XX05. THERE
BLOCKS PAID FOR UNDER ITEM 608.0105XX05.
6. CURB RAMP TYPES WITH TWO RAMPS LEADING INTO SEPARATE SIDEWALK SHALL HAVE UP TO TWO 5' TRANSITION
ON CRD-2.
BE REQUIRED AND PAID FOR UNDER ITEM 608.0105XX05. SEE DETAIL "STACKED DETECTABLE WARNING UNIT DETAIL
EXISTING OR PROPOSED FLUSH CURB. IN THESE SITUATIONS, STACKING TWO (2) DETECTABLE WARNING UNITS WILL
CANNOT BE PROPERLY INSTALLED AND BE LOCATED FIVE (5) FEET (MAXIMUM) FROM THE BACK EDGE OF THE
5. AT VERY LARGE RADIUS INTERSECTIONS, THERE MAY BE LOCATIONS WHERE A SINGLE DETECTABLE WARNING SURFACE
DOCUMENTS.
4. CURB RAMP DETECTABLE WARNING SURFACE (DWS) SHALL BE CAST IRON UNLESS OTHERWISE NOTED IN THE CONTRACT
INCLUDE A LETTER AFTER THE NUMBER.
RAMPS IN THIS PROJECT ARE MODIFICATIONS OF THE RAMPS SHOWN ON THE STANDARD SHEETS. MODIFIED RAMPS
3. RAMP TYPE NUMBERING CORRELATES TO THE STANDARD SHEET RAMP NUMBERS ON STANDARD SHEETS 608-01. SOME
2. FOR TYPICAL CURB RAMP PAY LIMITS SEE CURB RAMP DETAIL ON CRD-1.
ONE 5' TRANSITION PANEL PER RAMP.
CURB/GUTTER INSTALLATION OR REPLACEMENT (WITHIN THE FOOTPRINT OF THE RAMP)
SIDE FLARES
CLEAR SPACE
TURNING SPACE
DETECTABLE WARNING SURFACE
CURB RAMP
INSTALLED THE FOLLOWING RAMP COMPONENTS SHALL BE PAID FOR UNDER 608.0105XX05:
IN AREAS WHERE EXISTING CURB RAMPS ARE BEING MODIFIED, REPLACED OR NEW CURB RAMPS ARE BEING 1.
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CONFLICTS WITH THE PAVEMENT MARKINGS PROJECT LISTED ABOVE.
SOME PAVEMENT MARKING MAY BE REQUIRED UNDER THIS PROJECT, ADBE, IN THE EVENT OF SCHEDULING 2.
5813.12 - D264332 PAVEMENT MARKINGS REQUIREMENTS (SFY 20-21).PROJECT:
1. ANY REQUIRED PAVEMENT MARKING WORK IS SCHEDULED TO BE COMPLETED UNDER THE FOLLOWING SEPARATE
TO BE INCLUDED IN BID PRICE FOR ITEM 625.01.
DISTURBED OR DAMAGED BY CONTRACTOR, THEY MUST BE REESTABLISHED IN ACCORDANCE WITH SECTION 625. COST
MAINTAIN ANY PERMANENT SURVEY MARKERS OR ROW MARKERS FOUND WITHIN THE WORK LIMITS. IF MARKERS ARE
5. THE CONTRACTOR IS NOT REQUIRED TO ESTABLISH EXISTING ROW IN THE FIELD. CONTRACTOR MUST PROTECT AND
4. ALL PROPOSED WORK IS TO BE CONFINED WITHIN THE APPROXIMATE HIGHWAY BOUNDARY AS SHOWN IN THE PLANS.
LINE. ANY SUCH DAMAGE SHALL BE REPAIRED BY CONTRACTOR AT NO COST TO THE STATE.
BEYOND SAW CUT LIMITS. DAMAGE BEYOND SAW CUT LIMITS SHALL BE REPLACED TO THE NEXT JOINT OR SCORE
PROPOSED RAMP/LANDING AND EXISTING SIDEWALK AREAS TO REMAIN. THE CONTRACTOR SHALL NOT DAMAGE AREAS
3. RECONSTRUCTION LIMITS BEYOND THE CURB RAMP SHALL BE KEPT TO A MINIMUM. PROVIDE TRANSITION BETWEEN THE
REFER TO NYSDOT STANDARD SHEET SERIES 608-01 FOR CORRECT SLOPES AND TOLERANCES.
CONCRETE IN ORDER TO BUILD NEW SIDEWALKS AND CURB RAMPS WITH CORRECT RUNNING SLOPE AND CROSS SLOPE.
IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR USE A DIGITAL LEVEL ON ALL FORMS PRIOR TO PLACING 2.
FOR LAYOUT OF CURB RAMPS IS TO BE INCLUDED IN PRICE BID FOR ITEM 608.0105XX05.
ALL CURB RAMPS ARE TO BE LAID OUT COMPLETELY BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. PAYMENT 1.
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
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ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
D264579
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LISTED AS A FEDERALLY THREATENED SPECIESNORTHERN LONG EARED BAT (MYOTIS SEPTENTRIONALIS)
CONSTRUCTION ENVIRONMENTAL COORDINATOR.
ALLOWED ONLY AFTER COORDINATION AND APPROVAL BY THE ENGINEER IN CONSULTATION WITH THE
ENGINEER MUST BE NOTIFIED PRIOR TO THE START OF ANY TREE REMOVAL. TREE REMOVALS WILL BE
AND TREE REMOVALS ARE NECESSARY, WHETHER UNDER CLEARING AND GRUBBING OR TREE REMOVALS, THE
THAN THREE (3) INCHES IN DIAMETER (DIAMETER BREAST HEIGHT (DBH)). IF PROJECT CONDITIONS CHANGE
SPECIES STATEWIDE. THIS PROJECT IS NOT ANTICIPATED TO INVOLVE THE REMOVAL OF TREES GREATER
THE NORTHERN LONG EARED BAT (MYOTIS SEPTENTRONALIS) IS LISTED AS A FEDERALLY THREATENED 1.
INVASIVE SPECIES NOTES
MAINTENANCE/CONSTRUCTION ACTIVITIES CAN BEGIN.
THESE ACTIVITIES ARE OBSERVED, THEN THE NEST CAN BE ASSUMED INACTIVE AND CAN BE REMOVED AND
BIRD SPECIES MATCHING THE BIRD NEST TYPE FLYING IN THE VICINITY OF THE NESTS. IF NONE OF
CONSTRUCTING THE NEST, BIRDS COMING AND GOING FROM THE NEST, SOUNDS OF YOUNG IN THE NEST, OR
IF IT IS ACTIVE OR NOT. AN ACTIVE NEST DURING THE BREEDING SEASON IS INDICATED BY ADULT BIRDS
(POTENTIAL BREEDING SEASON), IT SHOULD BE OBSERVED FOR A PERIOD OF SEVERAL HOURS TO DETERMINE
NEST (OR NESTS) IS IDENTIFIED BY THE CONTRACTOR ON A BRIDGE BETWEEN APRIL 15 AND AUGUST 15
EVALUATED FOR POTENTIAL IMPACTS OR ILLEGAL TAKING OF MIGRATORY BIRDS, NESTS OR EGGS. IF A
LOCATIONS THAT ARE IDENTIFIED AS CONTAINING OR HARBORING ACTIVE MIGRATORY BIRD NESTS SHALL BE 5.
POTENTIAL CONFLICT BETWEEN THIS FEDERAL LAW AND WORK OPERATIONS.
COMMENCING ANY DISTURBANCE ACTIVITY. THE CONTRACTOR SHALL SCHEDULE WORK TO MINIMIZE THE
DISTURBANCE SHALL BE INSPECTED BY THE CONTRACTOR FOR BIRD NESTING ACTIVITY PRIOR TO
OPEN FIELDS. ALL AREAS OF CLEARING AND GRUBBING, STAGING AREAS OR OTHER AREAS OF POTENTIAL
CLEARING AND GRUBBING OPERATIONS: MIGRATORY BIRDS CAN ALSO BE FOUND IN TREES, BRUSH AND 4.
WILDLIFE REHABILITATOR.
C.E.C. WILL EVALUATE THE POTENTIAL FOR REMOVING THE YOUNG FROM THE NEST TO BE RAISED BY A
COORDINATOR (C.E.C.), WHEN ACTIVE NESTS OF THE ABOVE SPECIES ARE FOUND. THE E.I.C. AND THE
CONTRACTOR SHALL NOTIFY THE E.I.C. AND THE E.I.C. WILL ALERT THE CONSTRUCTION ENVIRONMENTAL
ARE NOT PROTECTED UNDER THE ACT, THEY SHOULD STILL BE TREATED AS HUMANELY AS POSSIBLE. THE
SPARROWS (ENGLISH SPARROWS), EUROPEAN STARLINGS, AND MONK PARAKEETS. ALTHOUGH THESE SPECIES
EXEMPT, OR NOT AFFORDED PROTECTION UNDER THE MBTA, ARE ROCK DOVES (DOMESTIC PIGEONS), HOUSE 3.
UNDER THE MBTA.
INCLUDING SWALLOWS AND EASTERN PHOEBES. THEIR FEATHERS, NESTS, AND EGGS ARE ALSO PROTECTED
PROTECTED MIGRATORY BIRDS INCLUDE ALL WATERFOWL, HERONS, HAWKS, OWLS, EAGLES AND SONGBIRDS, 2.
PERMIT IS FIRST SECURED.
INTENTIONALLY OR UNINTENTIONALLY TAKE, CAPTURE OR KILL ANY MIGRATORY BIRD, UNLESS A FEDERAL
UNDER THE MIGRATORY BIRD TREATY ACT, (MBTA) IT IS UNLAWFUL BY ANY MEANS OR MANNER, TO 1.
MIGRATORY BIRD PROTECTION AND AVOIDANCE
WORKER PROTECTION FROM HISTOPLASMOSIS
AND SEAL THEM IN HEAVY-DUTY PLASTIC BAGS TO BE DISPOSED OF IN AN APPROVED LANDFILL.
REMOVING RESPIRATORS, WORKERS SHALL REMOVE ALL PROTECTIVE CLOTHING AND SHOE COVERINGS
OF SLIP-RESISTANT MATERIAL. AFTER WORKING IN A SPORE-CONTAMINATED AREA AND BEFORE
CLOTHING WITH HOODS. WORKERS SHALL WEAR DISPOSABLE SHOE COVERINGS WITH RIDGED SOLES MADE
FROM OVERHEAD, AS DETERMINED BY THE ENGINEER, WORKERS SHALL WEAR DISPOSABLE PROTECTIVE
DUST CONTAINING H. CAPSULATUM SPORES. WHEN SPORE-CONTAMINATED MATERIAL IS LIKELY TO FALL
WHENEVER REGULAR WORK CLOTHING AND SHOES HAVE THE POTENTIAL TO BE CONTAMINATED WITH
PROTECTIVE CLOTHING: DISPOSABLE PROTECTIVE CLOTHING AND SHOE COVERINGS SHALL BE WORN 3.
HISTOPLASMOSIS-PROTECTING WORKERS AT RISK FOR MORE INFORMATION.
PARTICLE MASKS SHALL NOT BE ALLOWED. REFER TO NIOSH PUBLICATION NO. 2005-109:
PARTICLES OF 0.3 MICRON SIZE OR A SUPPLIED AIR RESPIRATOR WITH FULL FACE PIECE. DUST AND
RESPIRATOR WITH HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTERS CAPABLE OF EXCLUDING
NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH) APPROVED FULL FACE
BREATHING PROTECTION: WHEN WORKING WITH ACCUMULATED BIRD DROPPINGS, WORKERS SHALL WEAR A 2.
HANDS THOROUGHLY BEFORE EATING OR SMOKING.
OF PERSONAL HYGIENE, EVEN IF THE EXPOSURE IS CASUAL. SPECIAL CARE MUST BE TAKEN TO WASH
OTHER ACTIVITY WHICH INVOLVES EXPOSURE TO PIGEON DROPPINGS, SHALL OBSERVE A HIGH DEGREE
WEARING PROTECTIVE CLOTHING AND BREATHING PROTECTION. WORKERS ENGAGED IN CLEANING, OR ANY
WHEN PERFORMING THE WORK SPECIFIED WORKERS SHALL TAKE PERSONAL SAFETY MEASURES, SUCH AS 1.
EXPOSED FOR AN EXTENDED PERIOD PRIOR TO PERMANENT SEEDING.
THE CONTRACTOR SHALL USE ITEM 209.1003 - SEED AND MULCH - TEMPORARY TO STABILIZE ANY SOILS 3.
PERMANENTLY CEASED.
THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE
THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE 2.
CONSTRUCTION SEQUENCING AND USE OF ITEM 209.1003 SEED AND MULCH - TEMPORARY.
MINIMIZE EXPOSED SOILS WHEREVER POSSIBLE. THIS CAN BE ACCOMPLISHED THROUGH PROPER 1.
SITE STABILIZATION
THE IMMEDIATE STAGING AREA AND ONTO STATE HIGHWAYS OR THE PROJECT SITE.
REQUIRED IN ORDER TO MINIMIZE THE POSSIBILITY OF TRANSPORTING THE INVASIVE PLANT SPECIES OFF
ALL INVASIVE PLANT PARTS PRIOR TO THAT EQUIPMENT LEAVING THE STAGING AREA. THIS PROCEDURE IS
SPECIFICATIONS, THE CONTRACTOR IS RESPONSIBLE FOR CLEANING THE INFECTED EQUIPMENT TO REMOVE
IF CONTACT IS UNAVOIDABLE, AS PER SECTION 107-01A INVASIVE SPECIES OF THE STANDARD 3.
WITH CONSTRUCTION VEHICLES, EQUIPMENT AND MATERIALS.
TAKE THE NECESSARY STEPS TO ASSURE THAT NO INVASIVE SPECIES PLANT PARTS COME IN CONTACT
IF INVASIVE PLANT SPECIES ARE IN CLOSE PROXIMITY TO STAGING OPERATIONS, THE CONTRACTOR SHOULD 2.
AND GIANT HOGWEED (HERACLEUM MANTEGAZZIANUM).
AUSTRALIS), JAPANESE KNOTWEED (POLYGONUM CUSPIDATUM), PURPLE LOOSESTRIFE (LYTHRUM SALICARIA)
ARE FREE FROM THE INFESTATION OF THE FOLLOWING INVASIVE PLANT SPECIES; PHRAGMITES (PHRAGMITES
THE CONTRACTOR SHALL TAKE ALL PRUDENT AND REASONABLE EFFORTS TO SELECT STAGING AREAS THAT 1.
INVASIVE SPECIES MANAGEMENT AT CONTRACTOR STAGING AREAS
RESTORATION
SECTION 107-01A AND AS DIRECTED BY THE ENGINEER.
THOROUGHLY CLEAN ALL CONSTRUCTION EQUIPMENT AND VEHICLES OPERATING IN INFESTED AREAS AS PER
PERMANENT SEEDING OPERATIONS AS PER RESTORATION NOTE ABOVE.
THE CONTRACTOR SHALL PROTECT DISTURBED AREAS FROM SOIL EROSION AND SEDIMENT TRANSPORT BY
DISTURBANCE WHENEVER POSSIBLE.
SIDE CAST SPOIL MATERIAL CONTAINING INVASIVE SPECIES IMMEDIATELY ADJACENT TO THE AREA OF
CONDUCT OPERATIONS BEGINNING FROM NON-INFESTED AREAS AND PROGRESSING TO INFESTED AREAS
INVASIVE SPECIES.
COORDINATE WITH THE ENGINEER PRIOR TO CONDUCTING WORK THAT DIRECTLY OR INDIRECTLY DISTURBS ANY
BY THE ENGINEER.
AVOID CONTACT WITH OR DISTURBANCE OF ANY INVASIVE SPECIES UNLESS INDICATED ON THE PLAN OR DIRECTED
BEST MANAGEMENT PRACTICES:
THEREFORE, THE CONTRACTOR SHALL CONDUCT OPERATIONS ON THIS PROJECT ACCORDING TO THE FOLLOWING 3.
SPREADING THE INVASIVE SPECIES THAT CURRENTLY EXIST WITHIN SEVERAL LOCATIONS ON THIS PROJECT.
IMPLEMENTATION AND FOLLOW -THROUGH OF BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR
FEASIBLE FOR THIS PROJECT. INSTEAD, THE EMPHASIS DURING OPERATION ON THIS PROJECT IS THE
THE NYSDOT HAS DETERMINED THAT INVASIVE SPECIES REMOVAL OR ELIMINATION IS NOT PRACTICAL OR 2.
PURPLE LOOSESTRIFE (LYTHRUM SALICARIA)
JAPANESE KNOTWEED (POLYGONUM CUSPIDATUM)
PHRAGMITES (PHRAGMITES AUSTRALIS)
SPREAD OF INVASIVE SPECIES, INCLUDING BUT NOT LIMITED TO THE FOLLOWING INVASIVE PLANT SPECIES:
THE NYSDOT CANNOT CARRY OUT ACTIONS THAT ARE LIKELY TO CAUSE OR PROMOTE THE INTRODUCTION OR 1.
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MULCH- TYPE 1, WOOD FIBER MULCH
SEED MIX- TYPE C, LAWN SEED MIX
TOPSOIL-TYPE 1 TOPSOIL- ROADSIDE 4" THICK
MATERIALS.
COMPLY WITH NYSDOT STANDARD SPECIFICATION SECTION 713- LANDSCAPE DEVELOPMENT
TOPSOIL- ROADSIDE, TO PERMANENTLY STABLILZE DISTURBED AREAS. THE MATERIALS SHALL
THE CONTRACTOR SHALL USE ITEM 610.1602- ESTABLISHING TURF - LAWNS AND ITEM 610.1402 2.
PROPERTY AND LANDSCAPE, OUTSIDE THE RIGHT OF WAY.
RIGHT OF WAY AND UNDER SECTION 107-08B AND 107-08C, PROTECTION AND RESTORATION OF
107-08A AND 107-8C, PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE, WITHIN THE
ALL RESTORATION OF DISTURBED AREAS SHALL BE PERFORMED AS SPECIFIED UNDER SECTION 1.
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SOIL AND EROSION CONTROL
WATER QUALITY PROTECTION
QUALITY PROTECTION RESPONSIBILITIES AND REQUIREMENTS.
REFER TO SECTION 107-12 OF NYSDOT STANDARD SPECIFICATIONS FOR CONTRACTOR WATER 2.
LANDS ADJACENT TO OR AFFECTED BY THE WORK.
THE CONTRACTOR SHOULD PROTECT ALL WATER RESOURCES WITHIN THE CONTRACT LIMITS AND ON 1.
IMMEDIATELY NOTIFY THE CONSTRUCTION ENVIRONMENTAL COORDINATOR.
LIMITED TO: ODOR, OILY SHEEN, SLUDGE, SOIL STAINING AND UNUSUAL FILL MATERIAL. THE E.I.C. SHALL
SHALL IMMEDIATELY STOP WORK AND NOTIFY THE E.I.C. SIGNS OF CONTAMINATION INCLUDE, BUT ARE NOT
IF, DURING EXCAVATION AT ANY LOCATION, SIGNS OF CONTAMINATION ARE ENCOUNTERED, THE CONTRACTOR 1.
SIGNS OF CONTAMINATION
SEDIMENT CONTROL MEASURES.
REGARDING THE APPLICATION, INSTALLATION AND INSPECTION REQUIREMENTS OF SOIL EROSION AND
3. REFER TO NYSDOT STANDARD SHEETS 209-1 THROUGH 209-7 FOR ADDITIONAL INFORMATION
THE EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLANS.
ACTUAL FIELD CONDITIONS. THE E.I.C SHALL BE NOTIFIED OF ANY SIGNIFICANT FIELD CHANGES TO
DEPENDING ON THE SEQUENCE OF CONSTRUCTION ACTIVITIES, CONSTRUCTION METHODS AND/OR
THE LOCATIONS OF EROSION AND SEDIMENT CONTROL MEASURES MAY REQUIRE FIELD ADJUSTMENTS 2.
SEEDING AND/OR MULCH.
EARTHWORK OPERATIONS AND SHALL REMAIN IN PLACE UNTIL THE SOIL IS STABILIZED WITH
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO STARTING 1.
10
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LANDSCAPE ENVIRONMENTAL NOTES
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
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ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
L
L
L
L
L
L
L
L
SECONDARY
L L
L
L
L 3" L
L
3"
L
L
L
VARIES, SEE SIGN
L
L
L
L
L
L
L
L
L
1"
L
L
2" MAX
L
L
SECONDARY PANEL
L
L
OVERSIZED STREET NAME SIGNS D3-1
STREET NAME SIGNS D3-1
5813.68
05
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VARIOUS
D264579
BASE MOUNTED CABINET INSTALLATION
CABINET GROUNDING BUS
TO CIRCUT BREAKERS
FLEXIBLE CONDUIT, CONNECT
SERVICE WIRES, INSIDE
COPPER GROUND WIRE
#4 (MIN.) BARE STRANDED
COUPLING
AS SPECIFIED ON PLANS)
CONDUIT (SIZE AND NUMBER
FROM DISCONNECT/TRANSFER SWITCH
SERVICE CONDUCTORS
CONDUIT STEEL WITH
UTILITY QUALITY LEVEL D
581368_
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FACE LAYOUT SHEET
‚" STAINLESS STEEL BOLT,
NYLON WASHER
NUT AND LOCK WASHER
SIGN PANEL
1" O.C.
TUBE W/ ‹" HOLES
GALVANIZED STEEL
2" X 2"- 12 GAGE
TYPE A SIGN POST GROUND LINE
FLATWASHERS, & LOCK NUTS
Š" x 3 " BOLTS,
7' 8" MIN
L
L
PRIMARY PANEL
PANEL
FLATWASHERS, & LOCK NUTS
Š" x 3" BOLTS,TOP VIEW
SIDE VIEWFRONT VIEW
PANEL DOUBLE POSTED)
LENGTH OF THE PANELS (ie. LARGER
ANY LARGE DIFFERENCES IN THE
MAY BE SWITCHED TO ACCOMODATE
PRIMARY AND SECONDARY PANELS
AT THE DIRECTION OF THE E.I.C. THE
*
*
*
ALUMINUM 6061-T6
Z BARS 2…" X 1‚" X‰"
DETAILS FOR GROUND MOUNTED
L
GROUND LINE
WITH FLATWASHERS
Š" ALUM. TUBE SPACER
WITH ‹" HOLES - 1"O.C.
GALVANIZED STEEL TUBE
POST 2"x2" -12 GAGE
2"L
L
LOCKNUTS (2 REQD. FOR TWO PANELS).
Š" x 3" BOLTS, FLATWASHERS, &
FOR TWO PANELS).
AND LOCKNUTS (4 REQD.
Š" x 3" BOLTS, FLATWASHERS,
L
L
7'-8" MIN
DETAIL FOR STANDARD
SHEET FOR DIMENSIONS
SEE SIGN FACE LAYOUT
STREET NAME PANEL,
CONFORM TO SPECIFICATION 715-16 & 730-22.
NOTE: ALL FASTENERS AND HARDWARE SHALL
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MISCELLANEOUS DETAILS
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
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=
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ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
D264579
ESS-1
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SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS 5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
ORIGINAL SURFACE
SUBGRADE SURFACE
C OR F
C OR FC
F
C
C
SUBGRADE SURFACE
ORIGINAL SURFACE
C
C
C AND/OR C
CUT SECTION FILL SECTION
DEFINITIONS:
C - EXCAVATION FOR REQUIRED BENCHING, (BOTH LONGITUDINAL AND TRANSVERSE).
C - EXCAVATION FOR SUBGRADE IMPROVEMENT.
C - EXCAVATION FROM CUT SLOPE NECESSARY TO PLACE SLOPE PROTECTION.
C - PORTION OF CUT ASSUMED TO BE EARTH SUITABLE FOR EMBANKMENT CONSTRUCTION, EXCLUDING C AND C .
T - (C + C + C + C ) TOTAL EARTH EXCAVATION ASSUMED SUITABLE FOR EMBANKMENT CONSTRUCTION.
C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) IN CUT.
C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) UNDER EMBANKMENT.
C - EXCAVATION OF UNSUITABLE MATERIAL IN CUT: SWAMP OR DUMP
C - EXCAVATION OF UNSUITABLE MATERIAL BENEATH EMBANKMENT: SWAMP OR DUMP
T - (C + C + C + C ) TOTAL EXCAVATION ASSUMED UNSUITABLE FOR EMBANKMENT CONSTRUCTION.
C - PORTION OF CUT ASSUMED TO BE ROCK, INCLUDING C IF APPLICABLE.
C - (T + T + C ) TOTAL EXCAVATION.
DEFINITIONS:
B
G
P
E
E EB G P
A
S
X
O
U A S X O
R
T E U R
G P
G
B
S
T B S
E E R R
F - FILL REQUIRED TO REPLACE BENCHES.
F - FILL REQUIRED TO REPLACE TOPSOIL REMOVED BENEATH EMBANKMENTS.
F - FILL REQUIRED TO COMPLETE EMBANKMENT TO SUBGRADE SURFACE AND SIDE-SLOPES
AFTER FOUNDATION IS PREPARED.
F - (F + F + F) TOTAL FILL REQUIRED.
T - (T x F + C x F ) THE VOLUME WHICH THE SUITABLE EXCAVATED MATERIAL
COULD OCCUPY IN EMBANKMENT.
F - SHRINKAGE FACTOR FOR EARTH
F - SWELL FACTOR FOR ROCK
E
R
A
A
X
E R
G
P
OS S
B B
SOURCE
EXCAVATION
T C T C F
TOTALS
ITEM ITEM203.02 203.03
QUANTITIES AT FUTURE
WORK ORDER LOCATIONS 100 100 500
100 100 500
E R U T T
SUMMARY OF EARTHWORK
(ITEMS 203.02 AND 203.03 ONLY)
SOURCE
EXCAVATION
TOTALS
ITEM
SUMMARY OF TRENCH AND CULVERT EXCAVATION
ROCK NON-ROCK
NOTES:
ACCORDING TO THE SPECIFICATIONS GOVERNING THIS PROJECT.
ENCOUNTERED DURING THE ACTUAL WORK, WILL BE HANDLED
SIGNIFICANT DIFFERENCE FROM THIS REPRESENTATION, WHEN
AND QUALIFY THE NATURE OF THE WORK TO BE PERFORMED.
CONSTRUED AS BEING EXACT. THEY ARE INTENDED TO QUANTIFY
PURPOSE OF PREPARING AN ESTIMATE. THEY ARE NOT TO BE
THESE TABLES ARE ESTIMATED, AND ARE PROVIDED FOR THE
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT
(ITEM 206.0201 ONLY)
206.0201
203.03 EMBANKMENT IN PLACE
206.0201 TRENCH AND CULVERT EXCAVATION
203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
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CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
ALL DIMENSIONS IN ydr UNLESS OTHERWISE NOTED
EARTHWORK SUMMARY SHEET
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MAIN LINE AND SIDE ROAD LAYOUT CONFIGURATION
ITEM 680.72 TYP
FOR LOCATIONS
SEE TABLE
STOP BAR
ITEM 206.03060005
ITEM 680.53080305
ITEM 680.54
ITEM 680.72
CONDUIT EXCAV. & BACKFILL (NOT IN EXISTING ROADWAY)
CONDUIT, FLEXIBLE, LIQUID TIGHT, NON-METALIC, 1"
INDUCTANCE LOOP INSTALLATION
INDUCTANCE LOOP WIRE
LF
LF
LF
LF
AP
PR
OX.
c
OF
RO
AD
WA
YL
1'
EXIST PULLBOX
ITEM 680.53080305
ITEM 206.03060005 &
ITEM 680.54 &
TYPICAL LAYOUT
INDUCTANCE LOOPS
10'
(AS SHOWN ON THE PLANS)
SET BACK LOOPS
COURSE, THE CONTRACTOR SHALL REPLACE THE LOOPS AT NO COST TO THE STATE.
LOOP EMBEDDING SEALER, AS SHOWN ON STANDARD SHEET 680-14. IF THE LOOPS ARE DAMAGED PRIOR TO THE PLACEMENTOF THE TOP
WORKING DAYS FOR REPLACEMENT OF THE LOOP DETECTORS. THE LOOPS SHALL BE PLACED IN THE MILLED SURFACE AND SEALED WITH
8. UPON COMPLETION OF MILLING OPERATIONS IN AREAS WITH DAMAGED LOOP DETECTORS, THE CONTRACTOR WILL BE ALLOTTED THREE (3)
SET BACK LOOPS SHALL BE 6' X 6' HAVING FOUR (4) TURNS.
SHEET 680-14. ALL OTHER LOOP DETECTORS, WITH EXCEPTION OF SETBACK LOOPS, SHALL BE 6' X 20' HAVING THREE (3) TURNS OF WIRE.
7. THE FRONT LOOP DETECTORS, KNOWN AS QUADRUPOLES, SHALL BE 6' X 20' HAVING 2-4-2 TURNS OF WIRE AS DETAILED ON STANDARD
SHIELDED LEAD-IN CABLE AT THE CURB SIDE PULLBOX. THE COST SHALL BE INCLUDED IN ITEM 680.72
6. THE CONTRACTOR SHALL SPLICE THE NEW INDUCTANCE LOOP WIRES, THAT REPLACED THE EXISTING LOOP WIRE, TO THE EXISTING
AND NOT JUST THE WIDTH OF THE TRENCH. THE COST FOR SIDEWALK REPLACEMENT SHALL BE PAID UNDER SEPARATE ITEM 608.01010002.
5. IF EXCAVATION ACROSS AN EXISTING SIDEWALK IS REQUIRED, THE CONTRACTOR SHALL REPLACE THE ENTIRE AFFECTED BLOCK OF SIDEWALK
IF IT BECOMES APPARENT THAT THE EXISTING FACILITIES CANNOT BE REUSED AND NEW ONES ARE REQUIRED.
FOR CONNECTING THE NEW LOOP WIRE TO THE EXISTING PULLBOX. ITEMS 206.03060005 & 680.53080305 ARE ADDED TO THIS CONTRACT
4. DURING LOOP REPLACEMENT IT IS THE INTENT TO UTILIZE THE EXISTING FLEXIBLE CONDUIT (ITEM 680.53080305) WHENEVER POSSIBLE,
REPAIRED/REPLACED TO THE SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE STATE.
3. ANY EXISTING ELEMENT OF THE SIGNAL SYSTEM THAT IS TO REMAIN AND IS DAMAGED BY THE CONTRACTORS OPERATIONS, SHALL BE
2. EXISTING CAST ALUMINUM JUNCTION BOXES SHALL BE REMOVED. COST OF THE WORK TO BE INCLUDED IN ITEM 680.54.
LOOPS WITHOUT THEIR PRESENCE.
SIGNAL MAINTENANCE UNIT IS PRESENT (AT THE SITE OF INSTALLATION) OR HAS RECEIVED PERMISSION TO INSTALL THE DETECTION
AT 716-649-1426. THE CONTRACTOR SHALL NOT INSTALL ANY PORTION OF ANY DETECTION LOOP UNLESS A MEMBER OF THE NYSDOT
MADE PRIOR TO ANY MILLING IN THE LOOP AREAS. THE CONTACT FOR NYSDOT SIGNAL MAINTENANCE IS MIKE BARRETT OR NEIL FRIEDMAN
NYSDOT SIGNAL MAINTENANCE UNIT OF THIS NOTIFICATION SO THAT ANY NECESSARY ADJUSTMENTS TO THE SIGNAL OPERATION CAN BE
(7) DAYS PRIOR TO THE BEGINNING OF ANY MILLING OPERATIONS AT SIGNALIZED INTERSECTIONS. THE EIC SHALL THEN CONTACT THE
AND BEFORE THE TOP COURSE HAS BEEN PLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER-IN-CHARGE (EIC) IN WRITING SEVEN
AS SHOWN IN THE DETECTOR DATA TABLE. THEY SHALL BE INSTALLED AFTER THE MILLING OPERATION IS COMPLETED IN THOSE AREAS
1. THE CONTRACTOR SHALL BE AWARE THAT SIGNAL LOOPS ARE DUE TO BE INSTALLED UNDER THIS CONTRACT AT VARIOUS LOCATIONS
NOTES:
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
E
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=
US
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=
DA
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=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION: 05
TSD-1
D264579
13VARIOUS
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UTILITY QUALITY LEVEL D
TRAFFIC SIGNAL DETAILS
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
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ES
BRIA
N
DA
NK
ER
T
NOT TO SCALE NOT TO SCALE
MOUNTED ON A MAST ARM
VIDEO DETECTION CAMERA DETAIL
MOUNTED ON A SPAN POLE
VIDEO DETECTION CAMERA DETAIL
STYLE OF CAMERA AND HARDWARE MAY VARY BY MANUFACTURER.
ALL EQUIPMENT SHALL MEET THE CONTRACT SPECIFICATION.2.
THE 360 DEGREE VIDEO DETECTION SYSTEM.
MANUFACTURER AND BE INCLUDED IN THE PRICE OF
ALL MOUNTING HARDWARE SHALL BE PROVIDED BY THE1.
NOTES:
360 DEGREE CAMERA
360 DEGREE CAMERA
BAND CLAMP KIT
POLE ASSEMBLY
MAST ARM
BODY MOUNT
BODY MOUNT
EXISTING SIGNAL POLE
POLE ASSEMBLY
BAND CLAMP KIT
ASPH
CONC SWK
ASPH LOT
CONC SWK
ASPH
ASPH LOT
ASPH
CONC SWK
GRASS
GRASS
CONC SWK
ASPH
ASP
H LO
T
CONC S
WK
GR
ASS
NY 265 MILITARY RD - SH 82-4
C
NY ROUTE 265 (MILITARY ROAD) AT NY ROUTE 62 (NIAGARA FALLS BOULEVARD)
LOCATION 1 - NYSDOT TRAFFIC SIGNAL #31A (NIAGARA)
NY 62
NIA
GAR
A F
ALLS BL
VD
4d
7d
1d
6d
3d
8d
5d2d
BRIA
N
DA
NK
ER
TK
EIT
H
GO
RE
CKI
5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
GRID
NO
RT
H
1A
1B
2A
2B
3A
3B
4A
4B
5A
5B
6A
6B
7A
7B
8B8A
9A
10A 10B
9B
11A 11B
12A12B
13A13B
14A14B
0 15 30 45 60'15
1" = 30'
D264579
08-JUL-2021 12:31
BRIAN C. DANKERT, P.E.
TSP-1
BRIA
N
DA
NK
ER
TR
ENJIT J
AM
ES
KEIT
H
GO
RE
CKI
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
14
581368_
CP
H_
TS
P_01_31
A_1.d
gn
680.730514
W4-2
680.730514
W6-1
680.730514
W8-2
680.730514
W2-1
680.730514 (2)
W2-2/W4-1
680.730514 (2)
W6-2/W8-1
C
680.80324708
680.80324515
680.5002
680.730514
19FT IN EXISTING CONDUIT
680.730514
10FT IN EXISTING CONDUIT
680.730514 (2)
5FT IN EXISTING CONDUIT
680.730514 (2)
21FT IN EXISTING CONDUIT
680.730514 (2)
124FT IN EXISTING CONDUIT
680.730514 (2)
114FT IN EXISTING CONDUIT
680.730514 (4)
18FT IN EXISTING CONDUIT
680.730514 (4)
97FT IN EXISTING CONDUIT
680.730514 (2)
19FT IN EXISTING CONDUIT
680.78010005
(12FT)
680.730514 (3)
680.520508 (3)
206.03060005
PB#XX
680.510301
(28FT)
680.730514 (3)
680.520508 (3)
206.03060005
(11FT)
680.730514 (4)
680.520508 (3)
206.03060005
(19FT)
680.730514
680.520506
206.03060005
(13FT)
680.95010615 (3)
680.520105
206.03060005
680.78040005
(13FT)
680.95010615 (3)
680.520105
206.03060005
680.510201
ELECTRICAL PB
680.7001
680.7001
680.730714 (3)
680.730514 (9)
680.510201
GROUNDING PB
680.78010005
8
9
10
11
121
2
3
4
5
6
7
680.95010615 (3)
662.60000108
EXISTING SIGNAL POLE
TRAFFIC SIGNAL #31A (NIAGARA) PLAN
08-J
UL-2021 12:3
1
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
60#MAOP
12" CTA
60#MAOP
12" V
MH
MH
MH
MH MH
MH MH
MH MH
MH
GV
GV
GV
GV
GV GV
NY ROUTE 265 (MILITARY ROAD) AT NY ROUTE 62 (NIAGARA FALLS BOULEVARD)
LOCATION 1 - NYSDOT TRAFFIC SIGNAL #31A (NIAGARA)
- EXISTING PEDESTRIAN SIGNAL CABLE
- EXISTING SIGNAL HEADS
- EXISTING SERVICE CABLE AND SIGNAL HEAD CABLE
- EXISTING SPAN WIRE ASSEMBLY
- EXISTING RISER
RECORDED AND GIVEN TO NYSDOT TRAFFIC SIGNAL MAINTENANCE CREW.
EQUIPMENT LISTED SHALL BE DISPOSED OF AND ONLY LED SERIAL NUMBERS SHALL BE
INCLUDE THE REMOVAL OF THE EXISTING TRAFFIC SIGNAL EQUIPMENT LISTED BELOW. ALL
2.) ITEM 680.79000105, "REMOVE TRAFFIC SIGNAL INSTALLATION, LOCATION 1" SHALL
FIELD LOCATIONS MAY VARY.
1.) EXISTING PULLBOX LOCATIONS ON PLANS ARE SHOWN BASED ON RECORD PLANS. ACTUAL
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
581368_
CP
H_
TS
P_02_31
A_2.d
gn
15
D264579
TSP-2
KEIT
H
GO
RE
CKI
KEIT
H
GO
RE
CKI
BRIA
N
DA
NK
ER
TR
ENJIT J
AM
ES
BRIA
N
DA
NK
ER
T
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
G - GREEN ARROW
FY - FLASHING YELLOW ARROW
Y - YELLOW ARROW
R - RED ARROW
G - GREEN BALL
Y - YELLOW BALL
R - RED BALL
KEY
G
Y
R
SIGNAL HEAD LAYOUT
Y
G
G
Y
R
Y
R
G
5
1, 4,
FACE
12
7, 9,
2, 3, 6,
FACESG
Y
R
Y
G
8, 11
FACES
10
FACE
TRAFFIC SIGNAL #31A (NIAGARA) PLAN
08-J
UL-2021 12:3
1
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
W6
Ø2 + Ø5 + W2
Ø2
W2
Ø5
W2
Ø6
W6
Ø2
Ø5
W8
Ø4
W4
Ø8
W4W8
Ø6
05-54-31A
Ø4
Ø8
N
OVLP8
Ø1 + Ø5 + OVLP8
W8 - EB APPROACH PEDESTRIAN CROSSING
W6 - SB APPROACH PEDESTRIAN CROSSING
W4 - WB APPROACH PEDESTRIAN CROSSING
W2 - NB APPROACH PEDESTRIAN CROSSING
9/4/2019
OVLP8 (Ø5) - SB RIGHT (MILITARY RD, RTE. 265)
Ø8 - SB THROUGH/RIGHT (MILITARY RD, RTE. 265)
Ø7 - NB LEFT (MILITARY RD, RTE. 265)
Ø6 - WB THROUGH/RIGHT (NIAGARA FALLS BLVD, RTE. 62)
Ø5 - EB LEFT (NIAGARA FALLS BLVD, RTE. 62)
Ø4 - NB THROUGH/RIGHT (MILITARY RD, RTE. 265)
Ø3 - SB LEFT (MILITARY RD, RTE. 265)
Ø2 - EB THROUGH/RIGHT (NIAGARA FALLS BLVD, RTE. 62)
Ø1 - WB LEFT (NIAGARA FALLS BLVD, RTE. 62)
Ø1
Ø1 + Ø6 + W6
Ø1
Ø1
Ø1 + Ø2 + Ø6 + W2 + W6 Ø3 + Ø7
Ø3
Ø7
Ø3 + Ø8 + W8
Ø4 + Ø7 + W4
Ø7
Ø3 + Ø7 + Ø4 + Ø8 + W4 + W8
Ø3
Ø7
Ø3
NY ROUTE 265 (MILITARY ROAD) AT NY ROUTE 62 (NIAGARA FALLS BOULEVARD)
LOCATION 1 - NYSDOT TRAFFIC SIGNAL #31A (NIAGARA)
5813.68 - SIGNAL REQUIREMENTS; SFY 2021
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5813.68
UTILITY QUALITY LEVEL D
05VARIOUS
581368_
CP
H_
TS
P_02_31
A_3.d
gn
16
D264579
TSP-3
KEIT
H
GO
RE
CKI
KEIT
H
GO
RE
CKI
BRIA
N
DA
NK
ER
TR
ENJIT J
AM
ES
BRIA
N
DA
NK
ER
T
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
TRAFFIC SIGNAL #31A (NIAGARA) PLAN
08-J
UL-2021 12:3
1
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL: BRIAN C. DANKERT, P.E.
08-JUL-2021 12:31
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5813.68
UTILITY QUALITY LEVEL D
05
08-JUL-2021 12:31
BRIAN C. DANKERT, P.E.
VARIOUS
581368_
CP
H_
TS
P_03_31
A_4.d
gn
17
D264579
TSP-4
KEIT
H
GO
RE
CKI
KEIT
H
GO
RE
CKI
BRIA
N
DA
NK
ER
TR
ENJIT J
AM
ES
BRIA
N
DA
NK
ER
T
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
TRAFFIC SIGNAL #31A (NIAGARA) PLAN
08-J
UL-2021 12:3
1
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
BRIA
N
DA
NK
ER
TB
RIA
N
DA
NK
ER
T
5813.68
UTILITY QUALITY LEVEL D
05
08-JUL-2021 12:31
BRIAN C. DANKERT, P.E.
VARIOUS
581368_
CP
H_
TS
P_04_31
A_5.d
gn
18
D264579
TSP-5
KEIT
H
GO
RE
CKI
KEIT
H
GO
RE
CKI
BRIA
N
DA
NK
ER
TR
ENJIT J
AM
ES
BRIA
N
DA
NK
ER
T
SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS
TRAFFIC SIGNAL #31A (NIAGARA) PLAN
08-J
UL-2021 12:3
1
kgorecki
BRIDGES CULVERTSPIN
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
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