260066-Bid-Plans.pdf

GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON XX/XX/2026.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES AND

CONTRACT PROJECT "PROPOSAL."

"PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN THE

WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED IN THE CONTRACT PROJECT

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY

DOCUMENTS.

THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT TO

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE DEPARTMENT, WHICH

SITE OF WORK

CULVERT 1

LAKE ONTARIO

LONG I

SLAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC

O

CEAN

C O

N N

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

T

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A

N A

D A

CANADA

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

CULVERT 2

CULVERT 3

ESSEX COUNTY, NY

TOWN OF MORIAH

CULVERT REPLACEMENTS

OVER ROE POND OUTLET

TRACY ROAD AND WITHERBEE ROAD

PIN 1762.97

PREPARED BYAPPROVED BY

SUPERINTENDENT OF PUBLIC WORKS

JAMES DOUGAN, P.E.

ESSEX COUNTY

MATTHEW J. HUNT, P.E.

CREIGHTON MANNING ENGINEERINGDATE DATE

N

JO

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B Y

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C H

E C

K E

D B

Y E

S T

IM

A

T E

D B

Y D

R A

F T

E D

B Y

C H

E C

K E

D B

Y K

D

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K M

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U N

T A

T

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IL

O M

M

O R

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IS

S E

Y N

T

U B

B S

/M M

U R

R A

Y L

S

H O

R T

SUBMISSION: PSE

/1

/2 p w

/g a i-p w

.b e n tl e y .c o m

:g a i-p w

-0 /D o c u m e n ts

/N Y

N e w

Y o rk

/R .0

E ss e x T ra c y R d C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b c o v .d g n

F

IL

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A M

E

U S

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D A

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/T

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.p lt cf g

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D et ri K

H

FED. ROAD REG. NO. STATE SHEET NO.

N.Y.1

INDEX ON SHEET NO.

COUNTY: ESSEX

IDENTIFICATION NO. 1762.97

CAPITAL PROJECT

CREIGHTON MANNING ENGINEERING & SURVEYING, PLLC

2 WINNERS CIRCLE - ALBANY - NEW YORK - 12205

P: (518) 446-0396 F: (518) 446-0397 WWW.CMELLP.COM

JULY 2026

PROJECT LOCATION

ESSEX COUNTYCONTRACT D041779

PROJECT DESCRIPTION

ROAD OVER ROE POND OUTLET.

ON TRACY ROAD AND ONE EXISTING CULVERT ON WITHERBEE

PROJECT INVOLVES REPLACEMENT OF TWO EXISTING CULVERTS

THE END ROADWORK SIGNING.

AND FIXED VARIABLE MESSAGE SIGNS) AND 500 FT BEYOND

FIRST ADVANCED WARNING SIGN (INCLUDING ALL PORTABLE

CONSTRUCTION SIGNAGE BEGIN 500 FT PRIOR TO THE

CONTRACT LIMITS FOR ALL ROADWAY THAT CONTAIN

CONTRACT LIMITS

TRACY ROAD AND WITHERBEE ROAD

OVER ROE POND OUTLET

CULVERT REPLACEMENTS

PROJECT R245639.00

N T

U B

B S

/M M

U R

R A

Y

D041779 D041779

D041779 D041779

© 2026 Microsoft Corporation © 2026 TomTom

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

C K

/1

/2 p w

/g a i-p w

.b e n tl e y

.c o m :g a i-p w

-0

/D o c u m e n ts /N

Y

N e w

Y o rk /R

.0

E ss e x

T ra c y

R d

C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b in d

.d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

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P L

O T

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P D

F .p lt cf g

:3

:4

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M

D et ri K

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K D

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M

O R

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IS

E Y

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T U

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M

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Y L

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H O

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A D

A M

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U N

T

ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

TOWN OF MORIAH

A

T R

IC

H

IL

O

CULVERT REPLACEMENTS D041779

IND-01

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

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

BRG

CS

e

EQ

EXT

HCL

HSD

L

LS

LVC

E

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

STRM

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 PENETROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

INDEX AND ABBREVIATIONS

INDEX TOTAL NUMBER OF SHEETS: 38

NUMBER

SHEET

DESCRIPTION

NUMBER

DRAWING

1 COVER & INDEX COVER

2 INDEX AND ABBREVIATIONS IND-01

3 LEGEND - POINT SYMBOLS LEG-01

4 LEGEND - LINE SYMBOLOGY LEG-02

5 BASELINE TIES AND BENCHMARKS BLT-01

6 GENERAL NOTES GNN-01

7 WORK ZONE TRAFFIC CONTROL NOTES WZN-01

8 WORK ZONE TRAFFIC CONTROL - PHASE 1 PLAN WZP-01

9 WORK ZONE TRAFFIC CONTROL - PHASE 1 DETOUR PLAN WZP-02

10 WORK ZONE TRAFFIC CONTROL - PHASE 2 PLAN WZP-03

11 WORK ZONE TRAFFIC CONTROL - PHASE 2 DETOUR PLAN WZP-04

12 EARTHWORK LAYOUT DETAILS - 1 ELD-01

13 EARTHWORK LAYOUT DETAILS - 2 ELD-02

14 EARTHWORK LAYOUT DETAILS - 3 ELD-03

15 EARTHWORK LAYOUT DETAILS - 4 ELD-04

16 MISCELLANEOUS DETAILS - 1 MSD-01

17 MISCELLANEOUS DETAILS - 2 MSD-02

18 RAILING DETAILS - 1 RD-01

19 RAILING DETAILS - 2 RD-02

20 RAILING DETAILS - 3 RD-03

21 GENERAL PLAN & ELEVATION - CULVERT 1 ST-1-1

22 TYPICAL SECTION - CULVERT 1 ST-1-2

23 ROADWAY AND STREAM PROFILES - CULVERT 1 ST-1-3

24 FRAMING PLAN - CULVERT 1 ST-1-4

25 MISCELLANEOUS TABLES - CULVERT 1 ST-1-5

26 BORING LOGS - CULVERT 1 ST-1-6

27 GENERAL PLAN & ELEVATION - CULVERT 2 ST-2-1

28 TYPICAL SECTION - CULVERT 2 ST-2-2

29 ROADWAY AND STREAM PROFILES - CULVERT 2 ST-2-3

30 FRAMING PLAN - CULVERT 2 ST-2-4

31 MISCELLANEOUS TABLES - CULVERT 2 ST-2-5

32 BORING LOGS - CULVERT 2 ST-2-6

33 GENERAL PLAN & ELEVATION - CULVERT 3 ST-3-1

34 TYPICAL SECTION - CULVERT 3 ST-3-2

35 ROADWAY AND STREAM PROFILES - CULVERT 3 ST-3-3

36 FRAMING PLAN - CULVERT 3 ST-3-4

37 MISCELLANEOUS TABLES - CULVERT 3 ST-3-5

38 BORING LOGS - CULVERT 3 ST-3-6

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APRC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

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

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

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

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

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

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPV

CPSM

CPH

ATS

AST

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

WETLAND FLAGEWFG

RFM

A

B

A

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

UNKNOWN, JUNCTION BOX

UTVLM

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

DSMTXX_P

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

"XX" = 48, 60, 72, 84, 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

G

T

W

FP

E

E

G

C

A

A

P

LC

PM

M

VMS

PA

PVMS

RWIS

WIM

E

O

S

P

T

C

U

W

W

G

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

/2 p w

/g a i-p w

.b e n tl e y .c o m

:g a i-p w

-0 /D o c u m e n ts

/N Y

N e w

Y o rk

/R .0

E ss e x T ra c y R d C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b le g .d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T

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P D

F .p lt cf g

:3

:5

P

M

D et ri K

H

K D

E T

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IC

K M

M

O R

R

IS

T U

B B

S /M

M

U R

R A

Y L

S

H O

R T

D

A D

A M

S M

H

U N

T

ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

TOWN OF MORIAH

A

T R

IC

H

IL

O

CULVERT REPLACEMENTS D041779

LEG-01

BRIDGE, SCUPPER

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

EASEMENT, PERM., BACK LINEEASEMENT, PERM., BACK LINE

MEPAP_P

EIOP_P

ADPI_P DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

LTW_P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE ACQUISITION

TWZBCD_P

RES_P ELEVATION, SPOT

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

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., FILTER LOG

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPEFL_P

EIPP_P

EIPSF_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

CORRESPONDING EXISTING FEATURES.

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

SHOULD BE LABELED ON THE PLANS.

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

(0.015 in ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

3. FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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).

ALIGNMENT

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

ETRS_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

NAMENAME NAME NAME DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

DRAINAGE

GB

CULV

FL

PRFB

SF

CDPD

C

C

EZ

EZ-T

XC

H

M

R M

SS

TC

TP

WVR

V

V

A

A

P1 M1

FEE

PE

M1 P1

TE

M1 P1

TO

M1 P1

FEE WO/A

M1 P1

LEGEND - POINT SYMBOLS

AC CONTROL (CENTERLINE)

CB

CBPR

ESFL

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, W/ ACCESS

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)

FILTER, SEDIMENT LOG

STSE*

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

FL

FW

FW SW

WM

SW

PE

HB

AHB

HB W / OA

PL

PLA

Z

3R

LB

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

ST

ST

UD

C

C

OC

E

E

OE

OET

FO

FO

OFO

G

G

OG

IC

IC

O

O

SA

SA

SAF

SAF

T

T

OT

CTV

CTV

OCTV

UU

UU

OUU

W

W

OW

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

JO

B

M A

N A

G E

R D

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N

S U

P E

R V

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O

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R O

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C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

/2 p w

/g a i-p w

.b e n tl e y .c o m

:g a i-p w

-0 /D o c u m e n ts

/N Y

N e w

Y o rk

/R .0

E ss e x T ra c y R d C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b le g .d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T

N

Y

P D

F .p lt cf g

:3

:5

P

M

D et ri K

H

K D

E T

R

IC

K M

M

O R

R

IS

T U

B B

S /M

M

U R

R A

Y L

S

H O

R T

D

A D

A M

S M

H

U N

T

ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

TOWN OF MORIAH

A

T R

IC

H

IL

O

CULVERT REPLACEMENTS D041779

LEGEND - LINE SYMBOLOGY LEG-02

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

6.

5.

4.

3.

2.

1.

HAVE CORRESPONDING EXISTING FEATURES.

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

(SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE DRAWINGS).

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

POINT (SIGN, UTILITY POLE, ETC.).

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK, UTILITY LINES, ETC.) OR

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

DAM, EARTHEN CHECK

BAG CHECK

DAM, GRAVEL BAG/SAND

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

AA

PE

APE

TE

ATE

FEE

AFEE

FEE W / OA

CZ

NOTES:

EXC RSL IO

TIES NOT TO SCALE

SPIKE IN GRAVEL SHOULDER

NYSPCS EAST ZONE NAD83 (2011)

E: 744462.731

ELEV: 1318.37

N: 1916840.807

1 b

TIES NOT TO SCALE

SPIKE IN GRAVEL

NYSPCS EAST ZONE NAD83(2011)

E: 744860.804

ELEV: 1306.23

N: 1916689.713

2 b

TIES NOT TO SCALE

SPIKE IN SHOULDER

NYSPCS EAST ZONE NAD83(2011)

E: 745059.279

ELEV: 1300.30

N: 1916602.129

3 b

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 7/14/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

JO

B

M A

N A

G E

R D

E S

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N

S U

P E

R V

IS

O

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R O

JE

C

T M

A N

A G

E R

D E

S

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N D

R A

F T

IN

G

C H

E C

K C

H E

/2 p w

/g a i-p w

.b e n tl e y

.c o m :g a i-p w

-0

/D o c u m e n ts /N

Y

N e w

Y o rk /R

.0

E ss e x

T ra c y

R d

C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b b lt

.d g n

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

P L

O T

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P D

F .p lt cf g

:3

:5

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M

D et ri K

H

K D

E T

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IC

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M

O R

R

IS

T U

B B

S /M

M

U R

R A

Y L

S

H O

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D

A D

A M

S M

H

U N

T

ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

TOWN OF MORIAH

A

T R

IC

H

IL

O

CULVERT REPLACEMENTS D041779

NOISSEFO

KR

OY

WNEFO

ETAT

S

M A

TT

HE JHUN

T

853 98

R E

E

NI

G N

E

LA

RP

D E

S N

E

CI

L

W

BASELINE TIES AND BENCH MARKS BLT-01

NOTES:

VERTICAL DATUM BASED ON NAVD88 (CORS DERIVED).2.

INFORMATION TO THE CONTRACTOR.

THE BASELINE INFORMATION TO BE PROVIDED IN DIGITAL FORMAT AS SUPPLEMENTAL 1.

ROE POND

LINK FENCE

END OF CHAIN

OF SPILLWAY

EAST CORNER

OF SPILLWAY

CORNER

TRACY ROAD

TRACY ROAD

B R

ID

A L

R

O W

GUIDRAIL

END OF

HYDRANT

CENTER OF

N.Y.T. 14

N.M. 15

P.P.

'05 .93

'4 2.

5.

0.

6.

0.

W

IT

H E

R B E E

N.M. 13 N.Y.T. 9

POWER POLE

POST

SOUTH SIGN

15-1

POWER POLE

'56.35

8.

.3

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 7/14/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

JO

B

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N

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D E

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C H

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K C

H E

/2 p w

/g a i-p w

.b e n tl e y

.c o m :g a i-p w

-0

/D o c u m e n ts /N

Y

N e w

Y o rk /R

.0

E ss e x

T ra c y

R d

C u lv e rt

/B C

A D

/d g n c o n n e c t

/R

.0 c p b g n n

.d g n F

IL

E

N A

M E

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D A

T E

/T

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P L

O T

N

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F .p lt cf g

:3

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M

D et ri K

H

K D

E T

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IC

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M

O R

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M

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H O

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D

A D

A M

S M

H

U N

T

ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

TOWN OF MORIAH

A

T R

IC

H

IL

O

CULVERT REPLACEMENTS D041779

NOISSEFO

KR

OY

WNEFO

ETAT

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853 98

R E

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GENERAL NOTES GNN-01

GENERAL NOTES FOUNDATION NOTES

HYDRAULIC NOTES

REMOVAL NOTES

RECONSTRUCTION NOTES

CONTROL OF INVASIVE SPECIES NOTES

MULCH SHALL MEET THE REQUIREMENTS OF NYSDOT MATERIAL SPECIFICATION 713-11 - WOOD FIBER MULCH.5.

MATERIAL SPECIFICATION 713-19 - STRAW, SHALL BE PERMITTED ON PROJECT SITE.

NO HAY BALES SHALL BE PERMITTED ON PROJECT SITE. STRAW BALES, WHICH MEET THE REQUIREMENTS OF NYSDOT 4.

INVADING THE SITE.

(PHALARIS ARUNDINACEA) SHALL BE DUG OR CAREFULLY PULLED IN ORDER TO GET ALL ROOTS WHEN OBSERVED

PURPLE LOOSE STRIFE (LYTHRIUM SALICARIA), COMMON REED (PHRAGMITIES AUSTRALIS), AND REED CANARY-GRASS

CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS AGAINST INVASION AND GROWTH OF INVASIVE, NON-NATIVE SPECIES. 3.

SHALL MEET THE REQUIREMENTS OF NYSDOT MATERIAL SPECIFICATION 713-04 - SEEDS.

ALL SEED SPECIES (EXCEPT ANNUAL RYE AND PERENNIAL RYE GRASSES) SHALL BE NATIVE TO NEW YORK STATE. SEED 2.

TO THE PROJECT SITE.

ALL CONSTRUCTION EQUIPMENT WILL BE PRESSURE WASHED TO REMOVE SOIL CLUMPS AND DEBRIS PRIOR TO SHIPPING 1.

BAR REINFORCEMENT SHALL MEET REQUIREMENTS OF SECTIONS 709-01 AND 709-04, UNLESS OTHERWISE NOTED.6.

EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS CONCRETE ITEMS IN THE CONTRACT.

THE COST OF ALL JOINT MATERIAL AND WATERSTOPS AT CONCRETE CONSTRUCTION JOINTS, CONTRACTION AND 5.

BID FOR ITEM 203.03 - EMBANKMENT IN PLACE.

THE COST OF WATER USED FOR COMPACTION OF EMBANKMENT IN PLACE MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE 4.

FOR ITEM 203.21 - SELECT STRUCTURE FILL.

THE COST OF WATER USED FOR COMPACTION OF THE SELECT STRUCTURAL FILL SHALL BE INCLUDED IN THE UNIT PRICE BID 3.

BOTH SIDES OF THE VERTICAL PAYMENT LINE.

EMBANKMENT IN PLACE, ITEM 203.03 AND SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE PLACED SIMULTANEOUSLY, ON 2.

PROCTOR MAXIMUM DENSITY.

ALL PLACEMENTS OF SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE COMPACTED TO 95 PERCENT OF STANDARD 1.

ORDINARY HIGH-WATER OF CULVERT 3 IS ESTIMATED TO BE 1291.11 AND IS SHOWN ON DWG. ST3-1.3.

ORDINARY HIGH-WATER OF CULVERT 2 IS ESTIMATED TO BE 1300.19 AND IS SHOWN ON DWG. ST2-1.2.

RECURRENCE INTERVAL OF 2.33 YEARS.

IS DEFINED AS THE WATER SURFACE ELEVATION FOR THE MEAN ANNUAL FLOOD, WHICH IS THE FLOOD THAT HAS A

ORDINARY HIGH-WATER OF CULVERT 1 IS ESTIMATED TO BE 1311.74 AND IS SHOWN ON DWG. ST1-1. ORDINARY HIGH-WATER 1.

RECORD PLANS FOR THE CULVERTS ARE NOT AVAILABLE.2.

EXISTING CULVERTS SHALL BE REMOVED UNDER ITEM 206.01 - STRUCTURE EXCAVATION.1.

OR TEMPORARY DAM REQUIRED TO PROTECT AND MAINTAIN WATER RIGHTS AND TO SUSTAIN FISH LIFE DOWNSTREAM.

OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM A STREAM, THE CONTRACTOR SHALL CONSTRUCT AN INTAKE

OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL, OR

CONTRACTOR SHALL NOT RETURN DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR

FOREIGN MATERIAL, OR FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS. THE

PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, OR OTHER

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO 7.

CONTRACT.

OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE APPROPRIATE ITEMS OF THE

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, SCREENS OR 6.

THE CONTRACTOR AT NO COST TO THE COUNTY.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE CULVERT SHALL BE REMOVED AND DISPOSED OF BY 5.

PROVIDED.

PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE STOPPED UNTIL ADEQUATE PROTECTION IS

PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF ADEQUATE

TO THE AREA BELOW THE CULVERT EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL.

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, DEBRIS, AND OTHER MATERIAL 4.

DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS.

WHEN ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A 3.

CONTRACTOR.

MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE

MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE DAMAGED

WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR 2.

WORK IN ACCORDANCE WITH FIELD CONDITIONS.

REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE

BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS MAY

ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED

DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT BE 1.

REFER TO SUBSECTION 107-05 OF THE STANDARD SPECIFICATIONS FOR SAFETY AND HEALTH REQUIREMENTS.19.

UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT TO THE APPLICABLE STANDARDS SHEET(S)

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK

OF THE STANDARD SPECIFICATIONS ADOPTION DATE AT THE TIME OF ADVERTISEMENT, SHALL BE CONSIDERED TO BE IN

THE LATEST REVISIONS OF THE NYSDOT STANDARD SHEETS MAINTAINED BY THE DEPARTMENT, WHICH ARE CURRENT AS 18.

HIGH VOLTAGE ELECTRICAL LINES ARE IN PROXIMITY TO THIS CULVERT. 17.

ESSEX COUNTY.

THE OWNERSHIP AND MAINTENANCE JURISDICTION RESPONSIBILITIES OF ALL FEATURES WITHIN THE R.O.W. BELONG TO 16.

DELAYS, REMOVALS, OR REPLACEMENTS.

TO DO SO MAY RESULT IN TIME DELAYS. THE CONTRACTOR WILL NOT BE ENTITLED TO COMPENSATION FOR SAID TIME

ENGINEER PRIOR TO ORDERING OR FABRICATION OF MATERIALS AND PRIOR TO INSTALLATION OF MATERIALS. FAILURE

SUBMITTALS, CATALOG CUTS, SAMPLES, AND SHOP DRAWINGS MUST BE RECEIVED, REVIEWED AND APPROVED BY THE 15.

THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING EDGE OF PAVEMENT ALONG ALL RIGHTS-OF-WAY.14.

STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES, 13.

SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTION SHALL BE TAKEN TO CORRECT THE SITUATION TO THE

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL OPERATIONS IN THE 12.

PROCEEDING.

NOTIFY THE ENGINEER. THE CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION FROM THE ENGINEER BEFORE

CONTRACTOR DISTURB OR ENCOUNTER ANY SUCH MATERIALS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND

THE EXPRESS INTENT OF THIS CONTRACT THAT THESE MATERIALS ARE NOT TO BE DISTURBED IN ANY WAY. SHOULD THE

THIS CONTRACT DOES NOT REQUIRE THE DISTURBANCE, DESTRUCTION OR REMOVAL OF ANY OF THESE MATERIALS. IT IS

NO KNOWN ASBESTOS CONTAINING MATERIALS ARE BELIEVED TO EXIST AND/OR THE WORK TO BE PERFORMED UNDER 11.

NOTES LISTED HEREIN.

SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON SUBSEQUENT SHEETS OF THE PLANS AND 10.

IN THE CONTRACT.

WORK FOR WHICH NO PAYMENT IS INDICATED SHALL BE INCLUDED IN THE LUMP UNIT BID PRICE FOR THE VARIOUS ITEMS

UNDER THE HEADING "GENERAL NOTES" UNLESS PAYMENT IS SPECIFICALLY INDICATED BY ITEM NUMBER. THE COST OF

NO ADDITIONAL PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLAN, IN THE SPECIFICATIONS, OR 9.

BUILT DRAWINGS SUBMITTED FOR APPROVAL.

ON THE PLANS, AS APPROVED BY THE ENGINEER. ALL FIELD CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE AS-

DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL MAKE APPROPRIATE CHANGES TO THOSE SHOWN

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

DIMENSIONS SHOWN ON THE PLANS. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY IF

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING AND GIVEN CONDITIONS, ELEVATIONS AND 8.

SPECIFICATIONS.

UNLESS OTHERWISE NOTED ALL ITEM NUMBERS FOR SPECIFIC WORK TASKS RELATE TO THE NEW YORK STATE STANDARD 7.

ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.6.

DESIGN LIVE LOAD: AASHTO HL-935.

DIMENSIONED.

CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONALLY AND ARE FULLY

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL 4.

THE AASHTO MAINTENANCE MANUAL FOR ROADWAYS AND CULVERTS.

THIS CULVERT SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT VERSION OF 3.

CURRENT ADDITIONS AND MODIFICATIONS.

YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, CURRENT ON DATE OF ADVERTISEMENT WITH

CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW 2.

F'c = 4000 PSI.)

ADVERTISEMENT (FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AT 28 DAYS:

DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS WITH ALL PROVISIONS IN EFFECT AT TIME OF 1.

ENVIRONMENTAL NOTES

RIGHT OF WAY NOTES

PERMIT.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENT OF THE ACOE NATIONAL PERMIT AND NYSDEC

TO ENTER ANY WETLAND OR WATERS. DESIGNATED WASH OUT AREAS TO BE APPROVED BY THE ENGINEER IN CHARGE.

WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM REDI-MIX TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE 2.

MANAGEMENT) OF THE NYSDOT STANDARD SPECIFICATIONS.

MULCHED AS SPECIFIED UNDER SECTION 610 (GROUND VEGETATION - PREPARATION, ESTABLISHMENT AND

ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE GRADED, FERTILIZED, SEEDED AND 1.

107-08).

SATISFACTORY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS SECTION

THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES SHALL BE 4.

(STANDARD SPECIFICATIONS SECTION 105-15).

RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER

CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF THE

ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE

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

IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL 3.

105-10 AND 625).

DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS SECTIONS

IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY

IF THE CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR WORK 2.

INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

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

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

THE CONTRACTOR IS TO ASSURE THAT ALL WORK IS BEING PERFORMED WITHIN THE EXISTING AND PROPOSED ROW, WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS, OR IN THE PROPOSED EASEMENTS SHOWN ON DRAWING XX-1.

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN ACCORDANCE 1.

ACCESS AND NOTIFICATION NOTES

AND/OR THE TOWN.

CONSTRUCTION ACTIVITIES. SUCH NOTICES WILL BE FURNISHED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER

THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS LOCATED IN THE WORK ZONE 72 HOURS PRIOR TO THE START OF 4.

ZONE AT ALL TIMES TO THE SATISFACTION OF THE ENGINEER.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND RESIDENTIAL PROPERTIES LOCATED IN THE WORK 3.

THE CONTRACTOR SHALL NOTIFY THE COUNTY AND TOWN 72 HOURS PRIOR TO ANY STREET OR LANE CLOSURES.2.

ALL TIMES.

THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE ACCESS INTO THE WORK ZONE FOR EMERGENCY VEHICLES AT 1.

UTILITY NOTES

SHALL BE INCLUDED IN ITEM 206.05 - TEST PIT EXCAVATION.

A MINIMUM OF 4 TEST PITS SHALL BE DUG TO VERIFY THE LOCATION OF EXISITING UTILITIES. THE COST OF TEST PITS 5.

COUNTY.

ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED TO THE SATISFACTION OF THE ENGINEER, AT NO COST TO THE

CONTRACTORS SHALL PROTECT IN-PLACE EXISTING WATER AND SANITARY SEWER UTILITIES DURING CONSTRUCTION. 4.

MINIMUM OF THREE BUSINESS DAYS PRIOR TO COMMENCING ALL SUBSURFACE EXCAVATION.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY UDIG, NEW YORK AT 811 OR THEIR WEBSITE (UDIGNY.ORG) A 3.

POLES AND HYDRANTS HAVE BEEN FIELD LOCATED.

PLANS. DEPTHS WERE NOT FIELD VERIFIED. PHYSICAL SURFACE FEATURES LIKE MANHOLES, VALVE BOXES, UTILITY

UTILITY QUALITY LEVEL C - RECORD INFORMATION PROVIDED BY UTILITY OWNERS WAS PLOTTED ON THE CONTRACT 2.

UTILITY QUALITY LEVEL FOR THE PROJECT AREA IS C.1.

BRIDGES CULVERTSPIN 1762.97

COUNTY: ESSEX

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 7/14/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

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ESSEX COUNTY

DEPARTMENT OF PUBLIC WORKS

8053 US ROUTE 9

ELIZABETHTOWN, NY 12932

TRACY ROAD AND WITHERBEE ROAD OVER ROE POND OUTLET

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WORK ZONE TRAFFIC CONTROL NOTES WZN-01

WORK ZONE TRAFFIC CONTROL NOTES:

GENERAL NOTES

STANDARD SHEETS 619-10, 11, AND 12 CRITERIA

TIME / DATE RESTRICTIONS

WORK ZONE REQUIREMENTS

CONSTRUCTION VEHICLES, EQUIPMENT, AND MATERIALS

CHANNELIZING DEVICES

FLAGGING AND TRAFFIC CONTROL

SIGNS AND DEVICES

NOTIFICATION AND EMERGENCY ACCESS

ADJUSTMENTS TO RESPONSE SCHEDULES AND ROUTES.

PHASE AND/OR DETOUR TO ALLOW ADEQUATE TIME FOR THE ORGANIZATIONS TO COORDINATE AND MAKE NECESSARY

CONTACT SHALL BE MADE AS CONDITIONS CHANGE AND AT LEAST TWO WEEKS PRIOR TO IMPLEMENTING EACH TRAFFIC

WITH RESPECT TO THE EFFECT OF ROAD WORK, TRAVEL LANE REDUCTIONS, AND DETOURS ON OPERATIONS. THIS

THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE SCHOOL AND EMERGENCY SERVICES ORGANIZATIONS 1.

SETTING: RURAL

TYPE OF ROADWAY: CONVENTIONAL ROAD

PRECONSTRUCTION POSTED SPEED LIMIT: 40 MPH

THE CONTRACTOR SHALL REFER TO THE FOLLOWING CRITERIA WHILE UTILIZING THE NYSDOT STANDARD SHEETS:1.

THE MINIMUM WIDTH OF TRAVEL LANES WITHIN THE WORK ZONE IS 10 FEET.1.

OF THROUGH TRAFFIC IN THE ADJACENT OPEN LANES.

PRACTICAL, THE CONTRACTOR'S VEHICLES ENTERING AND LEAVING THE WORK ZONE SHALL NOT IMPEDE THE MOVEMENT

THE CONTRACTOR SHALL PLAN AND INCORPORATE ACCESS POINTS INTO THE WORK ZONE SUCH THAT, TO THE EXTENT 6.

WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES.

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER 5.

WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES.

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER 4.

NO MATERIAL IS TO BE STORED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE APPROVAL OF THE ENGINEER.3.

REQUIREMENT IS NOT LIMITED TO THE CONTRACT LIMITS.

PARKED IN THE CLEAR ROADSIDE AREA, OR ANY OTHER LOCATION CONSIDERED BY THE ENGINEER TO BE A HAZARD. THIS

CONTRACTOR VEHICLES NOT IN USE AND PRIVATE VEHICLES OWNED BY CONTRACTOR'S EMPLOYEES SHALL NOT BE 2.

THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE OF THE TRAVEL WAY.1.

CHANNELIZING DEVICES DISLODGED BY TRAFFIC.

THE CONTRACTOR SHALL MAKE FREQUENT CHECKS CORRESPONDING WITH TRAFFIC CONDITIONS TO IDENTIFY AND RESET 6.

BE SPACED AT A DISTANCE NOT TO EXCEED 25 FEET, OR AS DIRECTED BY THE ENGINEER.

ENGINEER. DELINEATORS SHALL REMAIN IN PLACE UNTIL SATISFACTORY PROTECTION IS PROVIDED. DELINEATORS SHALL

REFLECTORIZED PLASTIC DRUM DELINEATORS SHALL BE USED AT HAZARDOUS LOCATIONS DETERMINED BY THE 5.

DEVICES MAY BE USED IN DIFFERENT AREAS OF A PROJECT.

PANELS AND DRUMS SHALL NOT BE USED IN THE SAME TAPER OR CLOSURE. HOWEVER, DIFFERENT CHANNELIZATION

THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES IN A LINEAR CLOSURE OR TAPER I.E. CONES, VERTICAL 4.

LATERAL CLEARANCE TO THE TRAVELED WAY.

WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 2 FOOT 3.

INTRUSION IS HIGH, AS DETERMINED BY THE ENGINEER.

VERTICAL PANELS ARE PREFERRED FOR ALL OTHER WORK ZONES AND AT ANY LOCATIONS WHERE THE RISK OF

ADEQUATE FOR WORK ZONES SET UP AND REMOVED ON A DAILY BASIS DURING DAYLIGHT HOURS. DRUMS OR OVERSIZED

TALL CONES, MEETING THE REQUIREMENTS OF SECTION 729-02 OF THE STANDARD SPECIFICATIONS, ARE NORMALLY 2.

STANDARD SPECIFICATIONS.

RECOMMENDED PRACTICES FOR CHANNELING DEVICES ARE PROVIDED IN THE MUTCD AND SECTION 619-3.02 J OF THE 1.

NEAR THE ACTIVE WORK SPACE.

FLAGGERS SHALL BE LOCATED AS NEEDED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR

ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL

WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA, 3.

BE VISIBLE WHEN FLAGGERS ARE NOT BEING USED.

FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF INCIDENTAL FLAGGING, AOBE. FLAGGER SIGNS SHALL NOT 2.

THE USE OF TEMPORARY SIGNALS AS A SUBSTITUTE FOR FLAGGERS WILL NOT BE ALLOWED ON THIS PROJECT.1.

OF WORK BY THE ENGINEER.

COUNTY/ENGINEER AND AN APPROVED LIGHTING PLAN. THE LIGHTING PLAN SHALL BE APPROVED PRIOR TO THE START

THERE SHALL BE NO WORK OPERATIONS ALLOWED BEFORE SUNRISE OR AFTER SUNSET WITHOUT APPROVAL OF THE 3.

WORK HOUR RESTRICTIONS.

EQUIPMENT TO BE RUNNING SHALL BE APPROVED BY THE ENGINEER IF THE MAINTENANCE IS PERFORMED OUTSIDE THE

EQUIPMENT RUNNING AFTER THE SCHEDULED QUIT TIMES. MAINTENANCE OF EQUIPMENT ON SITE WHICH REQUIRES THE

THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE THE SCHEDULED START TIMES, NOR KEEP THE 2.

COORDINATION WITH ESSEX COUNTY WILL BE REQUIRED.1.

ENGINEER.

CONTRACTOR SHALL DOCUMENT THE LOCATION AND MESSAGE FOR EACH SIGN DAILY AND SUBMIT WEEKLY LOGS TO THE

THE LOCATIONS OF AND MESSAGES ON EACH VARIABLE MESSAGE SIGN SHALL BE DETERMINED BY THE ENGINEER. THE 8.

TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE

ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF ONE-WAY STREETS. IN CASES WHERE LANE 7.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.6.

IN THIS CONTRACT.

EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE REPLACED

LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE

ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGNS 5.

OF THE ENGINEER.

BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL

THE LOCATION OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED 4.

AOBE.

INDICATE ACTUAL CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED, REMOVED, OR CHANGED IMMEDIATELY

ACCORDANCE WITH THE MUTCD UNLESS SHOWN OTHERWISE ON THE PLANS. ALL SIGNS INCLUDING GUIDE SIGNS SHALL

THE CORRECT SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY MUST BE MAINTAINED AT ALL TIMES IN 3.

MOVED, REMOVED, RELOCATED, OR CHANGED IMMEDIATELY AFTER CONDITIONS CHANGE, OR AOBE.

ALL SIGNS, INCLUDING GUIDE SIGNS, SHALL INDICATE ACTUAL CONDITIONS AT ALL TIMES. SIGNS SHALL BE COVERED, 2.

THE MUTCD. COLOR REQUIREMENTS SHALL BE BLACK TEXT ON ORANGE BACKGROUND.

DIAMOND-SHAPED ADVANCE WARNING SIGNS SHALL BE USED FOR ALL ADVANCE WARNING SIGNS SHOWN IN PART 6 OF 1.

ASSIGNED TO THE PROJECT (DOT INSPECTOR OR RESIDENCY).

HIGHWAY. THE NOTIFICATION AND COORDINATION WITH THE TMC SHALL BE MADE THRU THE NYSDOT REPRESENTATIVE

THE TRANSPORTATION MANAGEMENT CENTER (TMC) SHALL BE NOTIFIED BEFORE ANY WORK IS STARTED ON A STATE 7.

- AND SECTION 619-3.02(C) OF NYSDOT STANDARD SPECIFICATIONS.

ENGINEER. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ITEM 619.01 - BASIC WORK ZONE TRAFFIC CONTROL

INTERSECTING HIGHWAYS, HOMES AND COMMERCIAL ESTABLISHMENTS AT ALL TIMES TO THE SATISFACTION OF THE

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM 6.

PLANS AND PROPOSAL, OR AOBE SHALL PRECEDE IN THE WORK AREA BEFORE WORKING WITHIN THE ROADWAY.

SPECIFICATIONS, THE MUTCD, THE NYS SUPPLEMENT TO THE MUTCD, THE WORK ZONE TRAFFIC CONTROL DETAILS IN THE

APPROPRIATE WARNING SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE STANDARD 5.

YORK STATE POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.

NYSDOT ENGINEER. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW

AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS SHALL BE PROVIDED, IN WRITING, TO THE

THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, 4.

DIRECTOR OR THEIR DESIGNEE THIRTY (30) WORK DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.

CONTROL PLAN. SUCH CHANGES IN SCOPE MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE REGIONAL

IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC

REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR THEIR DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED

PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, TO THE DOT ENGINEER FOR 3.

BY THE ENGINEER (AOBE).

SPECIFICATIONS, MUTCD, THE WORK ZONE TRAFFIC CONTROL DETAILS IN THE PLANS AND PROPOSAL, OR AS ORDERED

MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE STANDARD

THE CORRECT SEQUENCE AND SPACING OF SIGNS, WHETHER PERMANENT, TEMPORARY, OR CONSTRUCTION, MUST BE 2.

CONTRACT, AND AS DIRECTED BY THE ENGINEER.

NYSDOT STANDARD SHEETS 619 SERIES, ANY PROVISIONS CONTAINED IN THESE PLANS, AND/OR PROPOSAL OF THIS

CONTROL - OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619 - WORK ZONE TRAFFIC 1.

ACTIVITY AREAS

TYPE III BARRICADE

SNOW AND ICE

CONDITION OF TRAFFIC CONTROL DEVICES

PUBLIC INGRESS AND EGRESS

SIGNS SHALL BE INCLUDED IN ITEM 619.01 - BASIC WORK ZONE TRAFFIC CONTROL.

PHASE WORK AREAS AND SHALL DELINEATE ACCESS BY MEANS OF SIGNS, CONES, AND/OR DRUMS AOBE. THE COSTS FOR

PROPERTY OWNERS WITH PROPER ACCESS AOBE TO THEIR DRIVEWAYS AND SHALL MAINTAIN ACCESS THROUGH ALL

EXCEPT WHERE SHOWN OTHERWISE IN THE WORK ZONE STAGING DRAWINGS, THE CONTRACTOR SHALL PROVIDE 1.

ACTIVITY AREAS.

IT MAY BE NECESSARY TO LIMIT THE LENGTH OF A GIVEN AREA. THE ENGINEER WILL DETERMINE MAXIMUM LENGTH OF 2.

MINIMUM LONGITUDINAL DISTANCE OF 4L WHERE L IS DEFINED IN TABLE 6H-4 OF THE MUTCD.

APPROVED BY THE ENGINEER, ACTIVITY AREAS ON ALTERNATE SIDES OF A ROADWAY SHALL BE SEPARATED BY A

SHOULD BE LIMITED TO ONE SIDE OF A ROADWAY AT A TIME UNLESS APPROVED BY THE ENGINEER. UNLESS OTHERWISE

FOR WORK PERFORMED OUTSIDE OF THE PROPOSED TRAFFIC CONTROL SCHEMES OR DETOUR ROUTES, ACTIVITY AREAS 1.

BARRICADES REQUIRED).

THE WIDTH OF THE ROADWAY CLOSED (FT) BY 4 (FT). (FOR EXAMPLE, 15 FT TRAVEL LANE/4 FT : 3.75, THEREFORE 3 TYPE III

OTHERWISE. THE NUMBER OF BARRICADES REQUIRED SHALL BE THE NUMBER OF WHOLE UNITS DETERMINED BY DIVIDING

TYPE III BARRICADES USED TO CLOSE A ROADWAY SHALL BE SPACED UNIFORMLY ACROSS THE ROADWAY UNLESS NOTED 1.

LOCATIONS AND VISIBILTY BY THE CONTACTOR.

RENDERED INVISIBLE TO ROADWAY USERS BY SNOW/ICE OR PLOWING OPERATIONS SHALL BE RESET TO PROPER

WITHIN THE WORK ZONE. ANY WORK ZONE TRAFFIC CONTROL DEVICES WHICH ARE UNINTENTIONALLY MOVED OR

OUTSIDE OF AREAS DESCRIBED IN NOTE 1, SNOW AND ICE MAINTENANCE SHALL BE THE CONTRACTOR'S RESPONSIBILITY 2.

SIDEWALKS WHICH ARE NOT RESTRICTED BY CONSTRUCTION OPERATIONS AND OPEN TO THE PUBLIC.

THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR SNOW AND ICE CONTROLS ON THE PAVEMENT, SHOULDER, OR

MANNER THAT PROPER DRAINAGE IS PROVIDED FOR THE MELTING OF SNOW BANKS RESULTING FROM NORMAL PLOWING.

MANNER THAT SNOW AND ICE MAY READILY BE CONTROLLED BY OTHERS AS AND WHEN NECESSARY, AND IN SUCH A

THE CONTRACTOR SHALL MAINTAIN THE TRAVELED WAY IN SUCH A CONDITION AND CONDUCT OPERATIONS IN SUCH A 1.

TEMPORARILY REMOVING, RELOCATING OR COVERING SIGN PANELS OR SIGN TEXTS.

THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE DONE DUE TO THE CONTRACTOR'S METHODS, WHILE 4.

MOUNTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS.

THE MINIMUM MOUNTING HEIGHT SHALL BE 6 FEET. FLEXIBLE PANEL AND LIGHTWEIGHT RIGID PANELS SHALL BE

THE BOTTOM OF THE LOWEST SIGN PANEL FOR SIGNS INCORPORATING AN AUXILIARY PANEL BELOW THE PRIMARY PANEL, RIGID SIGN PANELS SHALL HAVE A MINIMUM MOUNTING HEIGHT OF 7 FEET, MEASURED FROM THE ROADWAY SURFACE TO 3.

NOT ACCEPTABLE.

TEMPORARY TRAFFIC CONTROL DEVICES THROUGHOUT THE LIFE OF THE CONTRACT.