2_PIN 4BNY47 and 4BNY48_PSE Plans - Stamped.pdf

1W' Of THE

STATE OF NEW YORK

SHOIIWC

INDIVIDUAL NYSDOT REGIONS

PROJECT IS LOCATED ON GIBSON STREET BRIDGE, 300 FT WEST OF ROUTE 63 ANO WHITE

BRIDGE ROAD BRIDGE 2000 FT WEST OF ROUTE 63

PROJECT LOCATION IS WITHIN THE VILLAGE OF DANSVILLE, ANO THE TOWNS OF WEST SPARTA

ANO SPARTA, LIVINGSTON COUNTY, NY.

CONTRACTOR'S NAME:

AWARD DATE:

COMPLETION DATE: . _

FINAL ACCEPTANCE DATE:

INSPECTION FIRM'S NAME:

RESIDENT ENG.IE IC:

FINAL COST TOTAL:

FISCAL SHARE COST(S)

LIVINGSTON COUNTY

REHABILITATION OF

GIBSON STREET BRIDGE OVER

MILL CREEK AND

WHITE BRIDGE ROAD BRIDGE

OVER CANASERAGA CREEK

BIN: 2256330 AND 3316770

PIN 4BNY.47 AND 4BNY.48

VILLAGE OF DANSVILLE AND

TOWNS OF WEST SPARTA AND SPARTA

LIVINGSTON COUNTY

GRID

NORTH

JANUARY 2025

PROJECT LOCATION

N. T.S.

STANDARD SHEETS

THE IATEST REVISIONS OF THE STANDARD SHEETS MAINTENANCE

BY THE DEPARTMF.tVT. \ll/HICH ARE CURRENT ON THE DA TE OF

ADVERTISEMENT FOR.BIDS, SHALL BE CONSIDERED TO BE IN EFFECT

ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY

ADDITIONAL PAY ITEMS AND WORK ENCOUNTERED DURING THE

COURSE OF THE CONTRACT SHALL BE SUBJECT TO THE APPLICABLE

STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE

CONTRACT DOCUMENTS.

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE

COVERED BY AND IN CONFORMITY WITH THE STANDARD

SPECIFICATIONS (US CUSTOMARY/METRIC) REFERENCED IN THE

CONTRACT PROJECT' 'PROPOSAL" EXCEPT AS MODIFIED BY THESE

PLANS OR BY CHANGES SET FORTH IN THE CONTRACT PROJECT

'PROPOSAL'.

IT IS A VIOL\ TION OF L-\ W FOR ANY PERSON, UNLESS THEY ARE

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR L-\ND SURVEYOR

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.

PREPARED ANO RECOWENOEO BY

1-23-2025

OAT[:

01/23/2025

UNAUTHORIZED ALTERATION OR ADDITION

TO THIS DOCUMENT IS A VIOLATION OF

APPLICABLE STATE AND/OR LOCAL LAWS

GIBSON STREET OVER MILL CREEK AND

WHITE BRIDGE ROAD BRIDGE OVER CANASERAGA CREEK

VILLAGE OF DANSVILLE, AND TOWNS OF WEST SPARTA & SPARTA,

LIVINGS TON COUNTY

BIN: 2256330 AND 3316770

FED. ROAD REG. NO.

FEDERAL AID

PROJECT NO.

CAPITAL PROJECT

IDENTIFICATION NO,

STATE SHEET NO,

NY

PIN 4BNY,47 AND 4BNY,48

TOTAL SHEETS

Bid# 2025-10

Highlight

N

E W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

T Y

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:

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

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

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

STRMc

RP

TP

SQUARE FEET

mi MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

MILES

ACRES

LINEAR FEET

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:

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

OLW

RCP

TB

TC

TG

VCP

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

GALLON

lb LB

YDr CUBIC YARDCY

TON TON TON

GAL

POUND

GAL

ABBREVIATIONS

INDEX AND

INDEX OF DRAWINGS

NO.

SHEET

TITLE

NO.

DWG.

1 TITLE SHEET COV

2 INDEX AND ABBREVIATIONS INDEX

5 GENERAL NOTES GNN-1

SITE 1

6 GIBSON STREET DETOUR PLAN, WZTC DETAILS & NOTES WZTC1-1

7 - 18 CONTRACT BRIDGE 1 - BIN 2256330 S1-1 TO S1-12

SITE 2

19 WHITE BRIDGE ROAD DETOUR PLAN, WZTC DETAILS & NOTES WZTC2-1

20 - 25 CONTRACT BRIDGE 1 - BIN 3316770 S2-1 TO S2-6

POINT STYLE LEGEND

LINE STYLE LEGEND

LEG-1

LEG-2

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N I N

D E

X .d g n

J

A N

U S

R

D A

T E

T I

M

F I L

A

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

JS

JP

084913

AS SHOWN

24-JAN-2025

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N I N

D E

X .d g n

J

A N

A

T E

T I

PIN 4BNY.47 AND PIN 4BNY.48

BIN 2256330 AND BIN 3316770

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

24-JAN-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

REHABILITATION

MULTI BRIDGE

LVINGSTON COUNTY, NY

VARIOUS LOCATIONS

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

Highlight

CBP

CBPOL

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

DINV

DS STRUCTURE, RECTANGULAR

INVERT

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

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

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

A

B

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

FP

S

T

W

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

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

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

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

E

E

E

MJCP PT., JURIS. CITY

PT., CROSS CUT

5 G

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

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

E-ZPASS READER

MICROWAVE TRANSCEIVER

VEHICLE TO RDWY TRANSCEIVER

PAVEMENT SURFACE SENSOR

RDWY WEATHER INFO. SENSOR

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGP

CPBM BENCHMARK

ATS

AST

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, TIE POINT

MHBAP

APPROX.

HIGHWAY BNDRY.,

CORNERS

HISTORICAL, BLDG.

TRANSCEIVER

COMM. VEH. ROAD

CABINET

FIBER OPTIC X-CONNECT

CNT. SENSOR

PORT. ACCOU. SPD &

SENSOR

PORT. SPEED & COUNT

SENSOR

MICRO SPEED & COUNT

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

POINT, VERT., PHOTOGRAMMETRY

POINT, HORIZ. PHOTOGRAMMETRYCPH

N

E W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

LEG-1

LEGEND

POINT STYLE

6.

5.

4.

3.

2.

1.

NOT HAVE CORRESPONDING EXISTING FEATURES.

FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO

TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF

MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A

FEATURES IS THICKER (0.015 in ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

SIDEWALK,UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

AEQN EQUATION

ALIGNMENT

BRIDGE, SCUPPER

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ANTENNASIANT P

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

DSMTXX_P

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

A

A

P

CDPD

C

C

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

R M

RWIS

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELLDESCRIPTION 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

NAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELL

DST"X"CB P

STRUCTURE, RECT., TYPE "X"

DST"X" P

CELL 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_T

FEE 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

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P

TWZWVA_P

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

WIM

CULV

DRAINAGE

S_P

SB_P

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 PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

"XX" = 48, 60, 72, 96

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

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

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

SUPPORT

ARROW PANEL, TRAILER OR

SIGN (PVMS)

CHANGEABLE MESSAGE

TRAFFIC

SYMBOL, DIRECTION OF

TEMPORARY TRAFFIC DETOUR

SYMBOL, DIRECTION OF

PEDESTRIAN (TEMPORARY)

SIGNAL, TRAFFIC OR

W/O ACCESS

FEE ACQUISITION

APPROX.

EASEMENT, PERM.,

BACK LINE

EASEMENT, PERM.,

APPROX.

FEE ACQUISITION,

BACK LINE

FEE ACQUISITION,

SHAPE

FEE ACQUISITION,

SHAPE

EASEMENT, PERM.,

GB

H/S

PRFB

SF

CONTROL (CONT.)

DESCRIPTIONNAMECELL

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N

L E

G .d g n

J

A N

A

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

JS

JP

084913

AS SHOWN

24-JAN-2025

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N

L E

G .d g n

J

A N

A

T E

T I

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

24-JAN-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

REHABILITATION

MULTI BRIDGE

LVINGSTON COUNTY, NY

VARIOUS LOCATIONS

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

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

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

STSB STOP BAR

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

BALE, STRAW

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

AND STATE

WETLAND, FEDERAL

N

E W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

LEG-2

LEGEND

LINE STYLE

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

SOLID, EDGE

UTILITIES

FEE ACQUISITION, W/ ACCESS

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

STSE*

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

DAM, EARTHEN CHECK

DAM, STONE CHECK

6.

5.

4.

3.

2.

1.

HAVE CORRESPONDING EXISTING FEATURES.

FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT

SHOULD BE LABELED ON THE PLANS.

SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND

MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE

(0.015 in ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE CORRESPONDING

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).

SAND BAG CHECK

DAM, GRAVEL BAG/

CHECK

DAM, PREFABRICATED

WARNING LIGHTS

BARRIER, TEMPORARY, W/

OR COVERING

PAVEMENT MARKING REMOVAL

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N

L E

G .d g n

J

A N

A

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

JS

JP

084913

AS SHOWN

24-JAN-2025

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N

L E

G .d g n

J

A N

A

T E

T I

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

24-JAN-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

REHABILITATION

MULTI BRIDGE

LVINGSTON COUNTY, NY

VARIOUS LOCATIONS

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

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

W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

NOTES

GENERAL

GENERAL NOTES UTILITY NOTES

RIGHT-OF-WAY NOTES

1.

DAMAGE TO EXISTING STRUCTURES OR VEGETATION/SHRUBS

SATISFACTION OF THE ENGINEER.

REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE COUNTY AND TO THE

STRUCTURES OR MATERIALS WHICH ARE NOT PART OF THE INTENDED WORK SHALL BE

ARE NOT INCLUDED AS PART OF THE INTENDED WORK. ALL DAMAGE TO THE EXISTING

DAMAGE CAUSED BY HIS OPERATIONS TO THE EXISTING STRUCTURES OR MATERIALS WHICH

NOT TO DAMAGE THESE ITEMS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL

LIMITS THAT ARE TO REMAIN IN PLACE. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS

THERE ARE NUMEROUS STRUCTURES AND VEGETATION/SHRUBS PRESENT WITHIN THE PROJECT

CONSTRUCTION SIGNAGE, SHALL BEGIN 100 FT PRIOR TO THE FIRST CONSTRUCTION SIGN.

CONTRACT LIMITS FOR THIS PROJECT, INCLUDING ALL INTERSECTING ROADWAYS THAT CONTAIN

APPLICABLE OSHA REGULATIONS.

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN CONFORMANCE WITH

TO CORRECT THE SITUATION TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTIONS SHALL BE TAKEN

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL

DOCUMENTS.

AND MATERIALS WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE WITH THE CONTRACT

NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN THE BID ALL ITEMS

CONDITIONS AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT.

THE CONTRACTOR SHOULD VISIT THE SITE BEFORE BIDDING TO BECOME FAMILIAR WITH THE PRESENT

ITEM 625.01 - SURVEY OPERATIONS.

SECTION 625 OF THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER

THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH

CONTRACT.

FULLY OPERATIONAL AT ALL TIMES. THIS WORK SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE

THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND

CONTRACT.

CARRYING ALL IMPOSED LOADS. THE COST SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE

FASTENED DOWN TO THE SATISFACTION OF THE ENGINEER AND SHALL BE STRUCTURALLY CAPABLE OF

REQUIRED AT ALL EXCAVATIONS THAT ARE TO BE COVERED (AOBE). THE PLATES SHALL BE SECURELY

NYSDOT STANDARD SPECIFICATIONS. IN ADDITION, A MINIMUM OF 1-INCH THICK PLATE WILL BE

ACCORDANCE WITH THE PROVISION OF SECTION 107-05 "SAFETY & HEALTH REQUIREMENTS" OF THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATION IN

MADE.

STRUCTURES, ROADWAYS OR THE VARIOUS ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT SHALL BE

REQUIRED OR THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY BE

BID FOR THOSE ITEMS.

SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE PRICE

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF

THE UNIT PRICES BID FOR THE VARIOUS ITEMS IN THE CONTRACT.

BY ITEM NUMBER. THE COST OF WORK FOR WHICH NO PAYMENT IS INDICATED SHALL BE INCLUDED IN

SPECIFICATIONS, OR UNDER THE HEADING GENERAL NOTES UNLESS PAYMENT IS SPECIFICALLY INDICATED

NO PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE

APPROPRIATE ITEMS.

CONTRACTOR AS ORDERED BY THE ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE FOR THE

PROGRESSES WHICH IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT

IN THE CONTRACT.

IMPLEMENTATION. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS

TAKEN TO PROVIDE POSITIVE DRAINAGE SHALL BE APPROVED BY THE ENGINEER PRIOR TO

OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES ADJACENT TO THE WORK SITE. ALL MEASURES

TRAVEL LANES AND CONTROL OF THE RUNOFF TO PREVENT EROSION, POLLUTION, SEDIMENTATION OR

AT ALL TIMES, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF SURFACE RUNOFF FROM THE

PERFORMED, AS INDICATED BY THE VARIOUS ITEMS INDICATED IN THE CONTRACT.

PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE WORK

THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL BE

MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS AND

THERE SHALL BE NO CLAIM AGAINST THE COUNTY BY THE CONTRACTOR FOR WORK PERTAINING TO

APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS APPROVED BY THE ENGINEER.

ON THE PLANS, THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS, AND MAKE THE

WITH THOSE SHOWN ON THE PLANS. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM THOSE SHOWN

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND DIMENSIONS

CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE FIELD CONDITIONS AND A.O.B.E.

FIELD CONDITION MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE

BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT THESE CONTRACT DOCUMENTS HAVE

SPECIFIC DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.

ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT DRAWINGS. SUCH NOTES, WHILE PERTAINING TO THE

EFFECT FOR THIS PROJECT.

CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND NYS SUPPLEMENT SHALL BE IN

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

(STANDARD SPECIFICATIONS SECTION 107).

SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE

THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES

WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTIONS 105-15).

LANDS OR BUILDINGS OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING

SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED BY THE COUNTY AND IN NO INSTANCE ARE TO BE

CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING

IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL

LOCATIONS (STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).

FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE

CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER

IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT

OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION

NOT LIMITED TO VEHICLE ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE;

IS TO ASSURE HIMSELF THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT

(ROW) IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY

4.

3.

2.

1.

OF THE AFFECTED UTILITY COMPANIES AND MUNICIPAL AGENCIES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS CONSTRUCTION OPERATIONS WITH THOSE

ALTERATIONS/RELOCATIONS MAY BE REQUIRED BY THEIR RESPECTIVE OWNERS.

ALTERATIONS/RELOCATIONS OF UTILITIES MAY NOT ALL BE SHOWN IN THE CONTRACT PLANS. ADDITIONAL

THE COST OF THIS WORK SHALL BE INCLUDED UNDER ITEM 625.01 - SURVEY OPERATIONS.

PROVIDE THE UTILITY COMPANIES WITH SUFFICIENT INFORMATION TO ALTER/RELOCATE THEIR FACILITIES.

PROJECT LIMITS. THE CONTRACTOR SHALL LAY OUT THE PROJECT CENTERLINE AND OTHER FEATURES TO

PRIVATE UTILITY COMPANIES ARE ALSO REQUIRED TO ALTER/RELOCATE THEIR FACILITIES WITHIN THE

PROTECTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

LOADINGS FROM CONSTRUCTION VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF PROVIDING

CONSTRUCTION. METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY SO THAT WHEEL

THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE FROM DAMAGE DURING

QUALITY LEVEL D.

THE QUALITY OF UNDERGROUND UTILITY FACILITY INFORMATION SHOWN IN THE PLANS FOR BIN 3316770 IS

QUALITY LEVEL C.

THE QUALITY OF UNDERGROUND UTILITY FACILITY INFORMATION SHOWN IN THE PLANS FOR BIN 2256330 IS

UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)

INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT AND/OR

- QUALITY LEVEL D (QLD): QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE

CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)

VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN

THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING

- QUALITY LEVEL C (QLC): QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY.

(SHOWN AS QLB)

APPLICABLE TOLERANCES AND REDUCED ONTO THE PLANS. NO EXCAVATIONS WERE PERFORMED.

GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THE INFORMATION WAS SURVEYED TO

SUBSURFACE UTILITY FACILITIES. QUALITY LEVEL B DATA ARE REPRODUCIBLE BY SURFACE

TONE OUTS, ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF

APPROPRIATE SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR, SONAR, THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE APPLICATION OF

- QUALITY LEVEL B (QLB): QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY.

FACILITY ATTRIBUTES. (SHOWN AS QLA)

THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS, AS WELL AS THEIR OTHER UTILITY

UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT TO DETERMINE

VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF SUBSURFACE

INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY THE ACTUAL EXPOSURE (OR

- QUALITY LEVEL A (QLA): QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE

RECOGNIZED AND ARE AS FOLLOWS:

FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY

THE CONTRACT.

LOCATIONS OF LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE INCLUDED UNDER VARIOUS ITEMS IN

THE CONTRACTOR SHALL MAKE EXPLORATIONS AS MAY BE NECESSARY TO DETERMINE THE DIMENSIONS AND

THEREOF CHARGED AGAINST THE CONTRACTOR.

REPAIRS, THE RESPECTIVE OWNING COMPANIES OR MUNICIPAL FORCES MAY DO THE WORK, AND THE COST

BE AT THE EXPENSE OF THE CONTRACTOR. IF THE CONTRACTOR DOES NOT MAKE IMMEDIATE NECESSARY

CEASE WORK UNTIL SERVICE IS RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGED UTILITIES SHALL

SAID SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION IN

PREVENT DAMAGE TO THESE UTILITIES.

UTILITIES BELOW THE CHANNEL, THE DEPTH OF THE STONE FILL TRENCH MAY NEED TO BE MODIFIED TO

CONFLICTS WITH EXCAVATION SHOWN IN THE CONTRACT PLANS. DEPENDING ON THE LOCATION OF BURIED

UNDERGROUND UTILITIES LOCATED, 811. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY POTENTIAL

CONSTRUCTION IS PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO CALL UDIG NY TO HAVE

THAT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE COURSE OF

CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS AND TAKE NECESSARY PRECAUTIONS SUCH

ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE

CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD.

LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE

8.

7.

6.

5.

4.

3.

2.

1.

NYSEG GAS COORDINATION

(716) 430-1481

SUPERVISOR - GAS ENGINEERING

SAM QUATTRONE

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OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

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No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

24-JAN-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

REHABILITATION

MULTI BRIDGE

LVINGSTON COUNTY, NY

VARIOUS LOCATIONS

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

W

YORK S

TA

T

E

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IN

GSTON COUN

(30" X 24")

M4-9L (MOD.)

DETOURDETOUR

(30" X 24")

M4-9L

DETOURDETOUR

DETOURDETOUR

(30" X 24")

M4-9

DETOURDETOUR

(30" X 24")

M4-9R

(30" X 24")

M4-9R (MOD.)

DETOURDETOUR

DETOURDETOUR

(30" X 24")

M4-9

(24" X 18")

M4-8a

DETOUR

END

DETOUR

END

(48" X 30")

R11-3a

(48" X 18")

M4-10L

LOCAL TRAFFIC ONLY

(24" X 18")

M4-8a

DETOUR

END

DETOUR

END

500 FT

CLOSED

ROAD

(36" X 36")

W20-3

GRIDNORTH

PVMS #1

PVMS #2

GIBSON ST

(SEE NOTE 12)

ITEM 619.1711 & 619.1719

W/ TYPE B LIGHTS (TYP.),

TEMPORARY CONCRETE BARRIER

CLOSED

ROAD

CLOSED

ROAD

CLOSED

ROAD

CLOSED

ROAD

R11-2

(TYP.)

(SEE NOTE 13)

TYPE III BARRICADE

MOUNTED BEHIND LIGHTED

(48" x 30") R11-2

DETOUR SIGN

WARNING LIGHT (FLASHING)

TYPE III BARRICADE

DETOUR ROUTE

WORK ZONE

MESSAGE SIGN

PORTABLE VARIABLE

LEGEND

MESSAGE 1 MESSAGE 2

NOTES:

ITEM 619.111211

2.

1.

POSTED

WILL BE

DETOUR

1000'

DETOURDETOUR

(INTERSECTION TURN SIGN)

NOTE:

DETOUR PLAN, THIS DWG. OR A.O.B.E.

SHALL BE PLACES AS SHOWN ON

ADDITIONAL CONFIRMATION SIGNS

200'

(CONFIRMATION SIGN)

DETOURDETOUR

(30" X 24")

M4-9

(30" X 24")

M4-9L

DETOURDETOUR

(ADVANCE TURN SIGN)DETOUR SIGNING

TYPICAL INTERSECTION

(30" X 24")

M4-9L (MOD.)

WZTC1-1

WZTC DETAILS & NOTES

DETOUR PLAN,

GIBSON STREET

DETOUR PLAN

GIBSON STREET

BRIDGE CLOSURE DETAIL

DETOURDETOUR

(48" X 18")

M4-10R

DETOURDETOUR

(TYP)

(42" X 12")

D3-1

N.T.S.

N.T.S.

N.T.S.

N.T.S.

N Y

R

O U T E

AT ALL TIMES (TYP.)

ACCESS TO DRIVEWAYS

NOTE: MAINTAIN

D R I V

E W

A Y

D R I V

E W

A Y

DRIVEWAY

WORK ZONE

IN ITEM 619.04

COST TO BE INCLUDED

TYPE B LIGHTS (TYP.)

TYPE III BARRICADES W/

= 2 CALENDAR WEEKS.

WILL BE MADE BASED ON 2 PVMS X 1 WEEK

WEEK PRIOR TO CLOSING ROAD. PAYMENT

PVMS BOARDS SHALL BE IN PLACE 1 FULL

PVMS #2 SHALL BE LOCATED AT BRIDGE.

PVMS #1 SHALL BE LOCATED AT BRIDGE.

SIGN #1 & #2

PORTABLE VARIABLE MESSAGE

<DAY OF WK>

CLOSING

BRIDGE

CLOSURE DETAIL THIS SHEET

SIGNAGE, SEE BRIDGE

FOR ADDITIONAL WORK ZONE

DETOURDETOUR

(30" X 24")

M4-9

DETOURDETOUR

(30" X 24")

M4-9

DETOURDETOUR

(30" X 24")

M4-9

(30" X 24")

M4-9R (MOD.)

DETOURDETOUR

AHEAD

DETOUR

AHEAD

DETOUR

(36" X 36")

W20-2

500'

1000 FT

CLOSED

ROAD

(36" X 36")

W20-3

CLOSED

ROAD

CLOSED

ROAD

R11-2

80' 50' 50' 25' MIN. 25' MIN. 80' TO 120'`

DRIVEWAY

NORTH

WORK ZONE TRAFFIC CONTROL NOTES:

BY THE ENGINEER

NOTES. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL

NYSDOT STANDARD SHEET 619-503 FOR SIGN SPACING AND ADDITIONAL

SIGN LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. REFER TO

511NY.ORG.

FORM HAS BEEN ACCEPTED AND THE WORK HAS BEEN ENTERED INTO

CLOSURES SHALL NOT BE IMPLEMENTED UNTIL THE WORK NOTIFICATION

INCIDENTS FOUND IN CONFLICT WITH THE REQUESTED CLOSURE(S).

REDUCE CLOSURES DUE TO OTHER CLOSURES, WORK, EVENTS, OR

CONFLICTS AND ENTERED INTO 511NY.ORG. RTOC MAY DISALLOW OR

CLOSURES WILL BE REVIEWED FOR CONCURRENT AND OVERLAPPING

TRAFFIC ENGINEER OR DESIGNEE.

EXCEPTIONS THAT HAVE BEEN PREAPPROVED BY THE REGIONAL

LOCATION RESTRICTIONS IN THE CONTRACT DOCUMENTS, AND/OR

INCLUDED IN THE FORM SHALL CONFORM TO TIME, DATE, AND

THREE (3) DAYS IN ADVANCE OF THE PROPOSED CLOSURE(S). CLOSURES

SHALL NOTIFY THE EIC AND THE EIC SHALL NOTIFY RTOC AT LEAST

UTILIZING RTOC'S WORK ZONE NOTIFICATION FORM. THE CONTRACTOR

NOTIFIED OF ALL LANE AND SHOULDER CLOSURES IN REGION 4

THE NYSDOT REGIONAL TRAFFIC OPERATIONS CENTER (RTOC) SHALL BE

CLOSURES, PIN 4LC1.01.

CONTRACTOR SHALL COORDINATE CLOSURE WITH NYSDOT CULVERT

RIGHT-OF-WAY.

ASSOCIATED WITH THE DETOUR SHALL BE PLACED ON THE HIGHWAY

ALL DETOUR SIGNS, TRAFFIC CONTROL DEVICES & APPURTENANCES

AROUND ANY OPEN HOLE THROUGH THE BRIDGE DECK.

PEDESTRIANS. PLACE APPROPRIATE MEASURES AND WARNING DEVICES

THE CONTRACTOR SHALL SAFEGUARD THE SITE TO GUARD AGAINST

TYPE III BARRICADES WILL BE PAID SEPARATELY UNDER ITEM 619.04.

DETOUR, ROAD CLOSURE, AND MPT SHALL BE INCLUDED IN ITEM 619.01.

FLASHING LIGHTS, AND ALL OTHER APPURTENANCES ASSOCIATED WITH THE

THE COST OF INSTALLING, MAINTAINING, AND REMOVING ALL SIGNS,

GENESEO, NY 14454.

THE LIVINGSTON COUNTY RESIDENCY, 5543 GENESEO-LAKEVILLE ROAD,

SIGNAGE ON NYSDOT ROADWAYS TO:

NY ROUTE 36 AND 63. THE CONTRACTOR SHALL SEND A PERM 33 FOR THE

PERMIT FROM NYSDOT REGION 4 PRIOR TO INSTALLING DETOUR SIGNS ON

IT IS REQUIRED THAT THE CONTRACTOR SHALL OBTAIN A HIGHWAY WORK

TRAFFIC VOLUME DICTATES) AS DIRECTED BY THE ENGINEER.

IN THE CENTER OF THE ROAD OR ALONG THE RIGHT SHOULDER (IF

BARRICADES WITH WARNING LIGHTS. PLACE SIGN SUPPORTING BARRICADES

ROAD CLOSED AHEAD (R11-3a) SIGNS SHALL BE MOUNTED ON TYPE III

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

21.

20.

19.

18.

17.

16.

15.

14.

DELAYS ASSOCIATED WITH ROAD WORK FOR MAJOR HOLIDAYS AS FOLLOWS:

LANE/SHOULDER CLOSURES SHALL BE SUSPENDED TO MINIMIZE TRAVEL

CONSTRUCTION ACTIVITIES THAT WILL RESULT IN TEMPORARY

HOLIDAYS LISTED BELOW.

FACILITIES OWNED AND/OR MAINTAINED BY NYSDOT ON THE MAJOR

THERE SHALL BE NO TEMPORARY LANE/SHOULDER CLOSURES ON ROADWAY

MAJOR HOLIDAYS

SPECIAL NOTE - TEMPORARY LANE/SHOULDER CLOSURE RESTRICTIONS FOR

6:00 AM WEDNESDAY BEFORE TO 6:00 AM MONDAY AFTER

6:00 AM FRIDAY BEFORE TO 6:00 AM TUESDAY AFTER

6:00 AM THURSDAY BEFORE TO 6:00 AM MONDAY AFTER

6:00 AM FRIDAY BEFORE TO 6:00 AM TUESDAY AFTER

TEMPORARY LANE CLOSURES ARE NOT ALLOWED FROM

THANKSGIVING DAY

LABOR DAY

INDEPENDENCE DAY

MEMORIAL DAY

HOLIDAY

22.

PRIOR TO THE PROPOSED WORK.

CONTRACTOR WOULD BE NOTIFIED AT LEAST SEVEN (7) CALENDAR DAYS

THAT WOULD CREATE TRAFFIC DELAYS BY UNFORESEEN EVENTS. THE

OPERATIONS, INCLUDING LANE CLOSURES AND/OR TOTAL ROAD CLOSURES,

NOTE: THE DEPARTMENT RESERVES THE RIGHT TO CANCEL ANY WORK

AND HAS BEEN AUTHORIZED BY THE REGIONAL TRAFFIC ENGINEER.

- SAFETY WORK THAT DOES NOT ADVERSELY IMPACT TRAFFIC MOBILITY

- WORK WITHIN LONG-TERM STATIONARY LANE/SHOULDER CLOSURES.

- EMERGENCY WORK

EXCEPTIONS CAN ONLY BE MADE UNDER THE FOLLOWING CONDITIONS:

LUMP SUM PRICE BID FOR ITEM 619.01.

619-004. COST OF SEPARATE SUPPORT SHALL BE INCLUDED IN THE

TEMPORARY SUPPORT DETAILS, SEE NYSDOT STANDARD SHEET

SUPPORT BEHIND TYPE III BARRICADES WITH WARNING LIGHTS. FOR

ROAD CLOSED (R11-2) SIGNS SHALL BE MOUNTED ON A SEPARATE

THE LIGHTING IS ATTACHED.

LIGHTING SHALL BE INCLUDED IN THE RESPECTIVE ITEM FOR WHICH

THAT OPERATES ONLY AT NIGHT. THE COST OF MAINTAINING ALL

LIGHTS ARE REQUIRED SHALL BE SUPPLIED WITH TYPE A LIGHTING

AND NIGHT. ALL CLOSURE SIGNS THAT INDICATE THAT FLASHING

SUPPLIED WITH TYPE B LIGHTING WHICH SHALL FUNCTION BOTH DAY

THE TYPE III BARRICADES AND CONCRETE BARRIER SHALL BE

DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY

SATISFACTION OF THE ENGINEER, BEFORE WORK IS RESUMED.

ACTION SHALL BE TAKEN TO CORRECT THE SITUATION, TO THE

THAT AREA SHALL BE DISCONTINUED AND IMMEDIATE REMEDIAL

CONSTRUCTION PRACTICES AND/OR CONDITIONS, ALL OPERATIONS IN

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS

SECURE EQUIPMENT AND LABOR OUTSIDE OF NORMAL WORK HOURS.

NAME, ADDRESS AND TELEPHONE NUMBER OF PERSONS AUTHORIZED TO

AN EMERGENCY CONTACT LISTING TO THE COUNTY, PROVIDING THE

AT THE PRECONSTRUCTION MEETING, THE CONTRACTOR SHALL SUBMIT

CONSTRUCTION BARRIERS.

PARKED OVERNIGHT ON THE R.O.W. SHALL BE PARKED BEHIND THE

ALONG ANY ROADWAY REMAINING OPEN TO TRAFFIC. EQUIPMENT

STAFF SHALL NOT BE PARKED ON ROADWAYS, SHOULDERS OR DITCHES

VEHICLES OR EQUIPMENT BELONGING TO THE CONTRACTOR OR HIS

CONSIDERED BY THE ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC.

THE CONTRACTOR SHALL NOT PARK HIS EQUIPMENT WHERE IT IS

TIMES DURING THE LIFE OF THE CONTRACT.

FIELDS OR OTHER ACCESS DRIVEWAYS SHALL BE MAINTAINED AT ALL

ACCESS TO PRIVATE AND COMMERCIAL DRIVEWAYS INCLUDING FARM

THE WORK PROGRESSES.

THE SIGNAGE AND BARRICADES SHALL BE MODIFIED AS NEEDED AS

SIGNS. AVOID PLACING SIGNS IMMEDIATELY IN FRONT OF HOUSES.

SHALL BE TAKEN NOT TO OBSCURE OTHER SIGNS, PARTICULARLY STOP

THE CONTRACTOR AND APPROVED VERBALLY BY THE ENGINEER. CARE

ARE APPROXIMATE ONLY. EXACT LOCATIONS MAY BE DETERMINED BY

SIGN LOCATIONS SHOWN FOR THE ROAD CLOSURE & DETOUR PLANS

ALL TRAFFIC IS PROPERLY AND SAFELY MAINTAINED.

IN ACCORDANCE WITH STANDARD SPECIFICATION 105-06, TO ENSURE

CONTRACTORS, UTILITY COMPANIES, MUNICIPALITIES, AND PERMITTEES

THE CONTRACTOR SHALL COORDINATE ANY WORK WITH OTHER

BASIC WORK ZONE TRAFFIC CONTROL, ITEM 619.01.

COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR

DEVICE WHETHER PERMANENT, TEMPORARY, OR CONSTRUCTION. THE

ANY FOLIAGE OBSTRUCTING THE VISIBILITY OF ANY TRAFFIC CONTROL

OBSTRUCT TRAFFIC. THE CONTRACTOR SHALL BE REQUIRED TO TRIM

OR WORKERS SHALL NOT OBSCURE TRAFFIC CONTROL DEVICES OR

WEEDS, SHRUBBERY, CONSTRUCTION MATERIALS, EQUIPMENT, VEHICLES,

IMMEDIATELY CORRECT THE INDICATED DEFICIENCY.

WITHIN OR AROUND A WORK ZONE, THE CONTRACTOR SHALL

DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED

IN THE PRICE BID FOR ITEM 619.01. IF AT ANY TIME THE ENGINEER

REQUIRED AS DETERMINED BY THE ENGINEER, COST TO BE INCLUDED

ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE

MINIMUM REQUIREMENTS. ANY INCIDENTAL REVISIONS, INCLUDING

THE TRAFFIC CONTROL PLANS SHOWN ARE TO BE CONSIDERED

EDITION OF THE NEW YORK STATE SUPPLEMENT TO THE MUTCD.

STREETS AND HIGHWAYS, USED IN CONJUNCTION WITH THE 2010

EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR

REFERENCED IN THESE CONTRACT DOCUMENTS, SHALL MEAN THE 2023

AS ORDERED BY THE ENGINEER (A.O.B.E.). THE 'MUTCD' AS

AND ANY PROVISIONS CONTAINED IN THE CONTRACT DOCUMENTS, AND

STANDARD SHEETS FOR WORK ZONE TRAFFIC CONTROL, THE MUTCD

SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS AND

LENGTH OF THE CONTRACT IN ACCORDANCE WITH THE PROVISIONS OF

WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED THROUGHOUT THE

FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED WORK.

PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS, ETC.),

THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS,

FOR PROPOSED WORK ZONE TRAFFIC CONTROL SHALL BE COMPLETE.

PRIOR TO THE START OF ANY WORK OPERATIONS, ALL RELATED WORK

GIBSON STREET

DOGWOOD DR

LEONARD ST

LIBERTY ST

CHESTNUT AVE

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OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

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AS SHOWN

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PIN 4BNY.47

BIN 2256330

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

24-JAN-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

OVER MILL CREEK

GIBSON STREET

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

LIVINGSTON COUNTY, NY

VILLAGE OF DANSVILLE

IIK

ROAD CLOSED

LOCAL TRAFFIC ONLY

MILE AHEAD

W

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GSTON COUN

L. 1261, P. 2983

T.A. 203.16-1-18

DEAN J. JOHANTGEN

N.F.

L. 1109, P. 265

T.A. 203.16-1-16

SANDRA S. MCKINNEY

N.F.

L. 1284, P. 2527

T.A. 203.16-1-12.112

JASON ABBEY

N.F.

M1-R1

M2-R1

M2M1

L. 1261, P. 1433

T.A. 203.16-1-17.1

ROBERT L. KEENE JR.

N.F.

PER L 233, P 269

LIVINGSTON COUNTY

PERMANENT EASEMENT TO

L. 1271, P. 1960

T.A. 203.16-1-12.2

JOHN H. STEVENSON

N.F.

M3

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF TRAVELWAY

DRIVEWAY

GRAVEL

EDGE OF PAVEMENT

PLANTER BED

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

#2

FRAME HOUSE

1 STORY

E 1389912.7980

ELEV 771.780'

N 930496.1300

W

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BURIED

WALKWAY

CONC.

30 MPH

GUIDE RAIL

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

DRIVEWAY

GRAVEL

WOODED

AREA

WOO

DE

D

AR

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W O O D

GUIDE RAIL

5 MAILBOXES

DRIVEWAY

PAVED

DRIVEWAY

PAVED

DRIVEWAY

PAVED

CBP 20 (STA. 15+20.09)

15+00

ELEV: 772.288'

BM20

16+00

17+00

18"

12" 12" 18"

12" 12"

6"

8"

CLUMP 2"-3"

V

P r o j e c t s

A N

Y

K .0

D e s i g n

D r a w i n g s

T r S t r u c

M S

T N

S

G i b s n

P…