sanjyot vaidya

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

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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

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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

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SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS

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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:

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BRIDGES CULVERTSPIN

JO

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RVIS

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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

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LEG-1

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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:

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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

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LEG-2

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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:

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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

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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

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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

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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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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL: BRIAN C. DANKERT, P.E.

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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:

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

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Niagara CountyNiagara County

Time and Holiday Restrictions

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GENERAL NOTES

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ON:


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ALTERED BY:




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




REPLACE / INSTALL NEW CURB RAMP

(AS NEEDED)

GRASS AREAS OR PAVEMENT


(AS NEEDED)



(AS NEEDED)



(AS NEEDED)



ITEM 608.0105XX05 - CURB RAMP


DETECTABLE WARNING UNIT

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FLARE

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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)



UNDER CURB RAMPS


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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RAMP

SPACE

TURNING

SPACE

CLEAR

STRIPING

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APPROX. HIGHWAY BOUNDARY (A.H.B.)

2'-

0"

2'-

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5'-

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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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CURB RAMP NOTES, GENERAL

CONTRACTOR RESPONSIBILITY FOR ADA COMPLIANCE


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

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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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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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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


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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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SHEET NO. REGION:

D264579

ESS-1

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SIGNAL REQUIREMENTS, SFY 2021, VARIOUS LOCATIONS 5813.68


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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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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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION: 05

TSD-1

D264579

13VARIOUS

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TRAFFIC SIGNAL DETAILS


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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

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5813.68


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

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BRIAN C. DANKERT, P.E.

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14

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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


680.730514 (2)


680.730514 (2)


680.730514 (2)


680.730514 (2)


680.730514 (4)


680.730514 (4)


680.730514 (2)


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

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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



- 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

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05VARIOUS

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CP

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D264579

TSP-2

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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


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

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ON:


08-JUL-2021 12:31

FIL

E

NA

ME

=

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ER

=

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ME

=

ON:

ALTERED BY:




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



5813.68 - SIGNAL REQUIREMENTS; SFY 2021

BRIA

N

DA

NK

ER

TB

RIA

N

DA

NK

ER

T

5813.68


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BRIA

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08-J

UL-2021 12:3

1

kgorecki

BRIDGES CULVERTSPIN

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08-JUL-2021 12:31

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CONTRACT NUMBER

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BRIA

N

DA

NK

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TB

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N

DA

NK

ER

T

5813.68


05

08-JUL-2021 12:31


VARIOUS

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CP

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17

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08-J

UL-2021 12:3

1

kgorecki

BRIDGES CULVERTSPIN

JO

B

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NA

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RD

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N

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CONTRACT NUMBER

DRAWING NO.

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BRIA

N

DA

NK

ER

TB

RIA

N

DA

NK

ER

T

5813.68


05

08-JUL-2021 12:31


VARIOUS

581368_

CP

H_

TS

P_04_31

A_5.d

gn

18

D264579

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KEIT

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08-J

UL-2021 12:3

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BRIDGES CULVERTSPIN

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B

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

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