BR2377 Simmons Road Culvert Replace-ment 275483 plans.pdf

MICHAEL D. PANICHELLI, NYSPE LIC. NO. 074751

PLANS PREPARED AND RECOMMENDED BY:

WORK SITE

PROJECT LOCATION MAP

SCALE: NTS

38 SHEETS

COUNTY:

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FED. ROAD REG. NO.

STATE

N.Y.

SHEET NO.

LAKE ONTARIO

LONG

ISLAND

SOUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTI

C

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

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NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

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CANADA

CANADA

P E

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NYS DEPARTMENT

B

C O

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IDENTIFICATION NO.

CAPITAL PROJECT

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DATE

APPROVED BY

ONEIDA COUNTY

ONEIDA COUNTY

N/A

ONEIDA COUNTY DEPARTMENT OF PUBLIC WORKS

COMMISSIONER

MATTHEW BAISLEY

CIN: N/A

REPLACEMENT OF THE SIMMONS ROAD CULVERT OVER THE DIX BROOK

GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 07/21/2025.

CONTRACT DOCUMENTS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES AND

AMENDMENTS, EXCEPT AS MODIFIED ON THESE PLANS AND IN THE ITEMIZED PROPOSAL.

WITH THE LATEST STANDARD SPECIFICATIONS (US CUSTOMARY UNITS) INCLUDING ANY

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

IN THE CONTRACT DOCUMENTS.

SHALL BE SUBJECT TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE SPECIFIED

ADDITIONAL PAY ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT

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

SPECIFICATIONS ADOPTION DATE SHOWN ON THE PROPOSAL COVER, SHALL BE CONSIDERED

DEPARTMENT OF TRANSPORTATION (NYSDOT), WHICH ARE CURRENT AS OF THE STANDARD

THE LATEST REVISIONS OF THE STANDARD SHEETS, MAINTAINED BY THE NEW YORK STATE

TOWN OF AUGUSTA, NY

TOWN OF VERNON, NY

M.J. ENGINEERING ARCHITECTURE, LANDSCAPE DATE

ARCHITECTURE, AND LAND SURVEYING, P.C.

REGISTRATION EXPIRES 10.31.2026

K

D I X

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E T

R I C

K

OF FULL DEPTH PAVEMENT RECONSTRUCTION AND 190 LF OF BOX WIDENING OF THE SIMMONS ROAD APPROACH ROADWAY.

EVENTS. THE PROJECT INCLUDES REMOVAL OF THE EXISTING CULVERT, INSTALLATION OF A NEW CULVERT STRUCTURE, 300 LF

PROVIDE BETTER FLOW THROUGH THE CULVERT AND REDUCE THE OVERTOPPING OF THE WATER ON THE ROADWAY DURING STORM

EXISTING STRUCTURE TO PROVIDE A MORE EFFICIENT CROSSING IN A COST-EFFECTIVE MANNER. THE PROPOSED STRUCTURE WILL

THE PURPOSE OF THIS PROJECT IS TO ADDRESS THE STRUCTURAL DEFICIENCIES AND HYDRAULIC INEFFICIENCIES OF THE

PROJECT DESCRIPTION:

MARCH 2026

TOWN OF AUGUSTA AND VERNON

OVER THE DIX BROOK

REPLACEMENT OF THE SIMMONS ROAD CULVERT

PIN: 2754.83

D040977

PROJECT LOCATION

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I

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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

SHEET NO.

REGION:

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D040977

CULVERTS

D

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K E

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K E

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C O

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W A I N

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DRAWING NO.

ONEIDA

TOWN OF AUGUSTA, NY

PIN 2754.83 BRIDGESREPLACEMENT CULVERT - SIMMONS ROAD OVER DIX BROOK

QUALITY LEVEL C

ALL UTILITIES:

TOWN OF VERNON, NY

K

D I

D E

T R I C

K

DRAWING INDEX

DESCRIPTION DWG. NO.SHEET

WV

WSB

W

CTV

TMH

TEL P

TELBOX

TCB

T

ST

SMH

SA

PP

LPG

LP

HYD

GV

GSB

GP

G

EMH

E

VERTICAL CURVE

TANGENT TO SPIRAL

THEORETICAL GRADE LINE

TANGENT LENGTH

STATION

SPIRAL TO TANGENT

STOPPING SIGHT DISTANCE

SPIRAL TO CURVE

RADIUS

POINT OF VERTICAL TANGENT

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL CURVE

POINT OF TANGENT

PASSING SIGHT DISTANCE

POINT ON LINE

POINT OF INTERSECTION

POINT OF CURVATURE

MAIN LINE

CENTER CORRECTION OF VERTICAL CURVE

LENGTH OF VERTICAL CURVE

LENGTH OF SPIRAL

LENGTH OF CIRCULAR CURVE

HEADLIGHT SIGHT DISTANCE

HORIZONTAL CONTROL LINE

EXTERNAL

EQUALITY

SUPERELEVATION RATE (CROSS SLOPE)

CURVE TO SPIRAL

CENTERLINE

BEARING

BASELINE

BACK

AZIMUTH

AHEAD

WATER VALVE (MAIN LINE)

WATER SERVICE BOX (HOUSE LINE)

WATER

CABLE TELEVISION

TELEPHONE MANHOLE

TELEPHONE POLE

TELEPHONE BOX

TRAFFIC CONTROL BOX

TELEPHONE

STORM SEWER

SANITARY MANHOLE

SANITARY SEWER

POWER POLE

LOW PRESSURE GAS

LIGHT POLE

HYDRANT

GAS VALVE (MAIN LINE)

GAS SERVICE BOX (HOUSE LINE)

GUY POLE

GAS

ELECTRIC MANHOLE

ELECTRIC

ALIGNMENT

UTILITIES

ABBR. DESCRIPTION

ABBR. DESCRIPTION

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

VC

TS

TGL

T

STA

ST

SSD

SC

R

PVT

PVI

PVC

PT

PSD

POL

PI

PC

f

E

LVC

LS

L

HSD

HCL

EXT

EQ

e

CS

c

BRG

b

BK

AZ

AH

TON TON

POUNDlb

GAL GALLON

CUBIC YARDYD

AC

YD

ft mi

ACRES

SQUARE YARD

SQUARE FEET

MILES

LINEAR FEET

INCHES

SUBSURFACE EXPLORATION

HAND AUGER

CONE PENETROMETER

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

REPLACE ABBREVIATION "AB" WITH:

AH

CP

DA

DM

DN

FH

PA

PH

PT

RP

SP

TP

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

ABBR. DESCRIPTION

DA, DM, DN AND FH WITH:

REPLACE ABBREVIATION "C" IN CATEGORIES:

2•" CASED DRILL HOLE

4" CASED DRILL HOLE

1" SAMPLER (RETRACTABLE PLUG)

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

SMOOTH INTERIOR CORRUGATED PE

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

TG

VCP

SICPP

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

ABBR. DESCRIPTION

TOPOGRAPHY (DRAINAGE)

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

CSP

CULV

DIA

DMH

DS

STRMc

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

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

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

ABUT

AOBE

ASPH

BDY

BLDG

BM

CC

CONC

CONST

CR

D

DM

DWY

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

IND-01INDEX AND ABBREVIATIONS

34-36

26-27

18-20

15-17

9-10

3-4

BAR LIST

BAR BENDING DIAGRAM

RAILING DETAILS

MISCELLANEOUS DETAILS

CLOSURE POUR DETAILS

WINGWALL DETAILS

EXCAVATION SECTIONS

EXCAVATION AND EMBANKMENT PLAN

REMOVAL PLAN AND ELEVATION

SUBSURFACE BORING LOGS

GENERAL STRUCTURAL NOTES

STREAM PROFILE

TYPICAL BRIDGE AND APPROACH SECTIONS

CULVERT GENERAL PLAN AND ELEVATION

PROFILE

GENERAL PLAN

GRADING, EROSION AND SEDIMENT CONTROL PLANS

EROSION AND SEDIMENT CONTROL DETAILS AND NOTES

EROSION AND SEDIMENT CONTROL TABLES

MISCELLANEOUS TABLES

MAINTENANCE JURISDICTION PLAN AND TABLE

SURVEY PROJECT CONTROL - BASELINE TIES AND BENCHMARKS

WORK ZONE TRAFFIC CONTROL DETOUR PLAN

WORK ZONE TRAFFIC CONTROL NOTES

GENERAL NOTES

TYPICAL SECTIONS

LEGEND

INDEX & ABBREVIATIONS

COVER SHEET

CUL-17

CUL-16

CUL-13 TO CUL-15

CUL-12

CUL-11

CUL-10

CUL-09

CUL-08

CUL-07

CUL-05 TO CUL-06

CUL-04

CUL-03

CUL-02

CUL-01

PRO-01

GNP-01 TO GNP-03

ECP-01 TO ECP-03

ECT-01

ECD-01

MST-01

MJP-01

BLT-01 TO BLT-02

WZTC-01

WZTN-01

GNN-01

TYP-01

LEG-01 TO LEG-02

IND-01

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AC

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CB

CBPR

DCP

DCP_P

DDG_P

DDP_P

DDS_P

DFL_P

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

CULVERT PIPE (DIR)

CULVERT PIPE

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWAA_P

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

WETLAND, ADJACENT AREA

FENCE, VEGETATION

FENCE, SILT

EDMEC_P

EDMPC_P

EDMSC_P

LABL

LAHR

LAPB

LAWA

LAWE

LFILL_P

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FILL LIMIT

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE EASEMENT, EXISTING

DEED LINE

RG

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

UC

TRANSITION CONTROL

SIGNS

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

DSSD SLOTTED DRAIN

STB*

EWF

STYLE NAME DESCRIPTION

BRIDGE

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

DESCRIPTIONNAMESTYLE

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

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

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

ROADWAY

DESCRIPTIONNAMESTYLE

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

GUIDE POST

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATENARY

RRER RAIL ROAD, 3RD RAIL

RAIL, PHOTO, LARGE SCALE

RAIL, PHOTO, SMALL SCALE

RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

RGP_P

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STPB* PARTIAL BARRIER LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

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

UTILITIES

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

FEE ACQUISITION, W/ ACCESS

BALE, STRAW

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

UPGW

STSE*

RCZ_P

MHA HISTORICAL, ACQUISITION

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

UNDERDRAINDUD_P

STXLB X WALK, LADDER BAR LINE

EDMGSC_P

STXL

DAM, COFFER

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED 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

AND SHOULD BE LABELED ON THE PLANS.

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

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

IS THICKER (0.015 in ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES

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).

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL ORNOTES

LEG-01LEGEND - 01

MHB HIGHWAY BOUNDARY

HIGHWAY BOUNDARY, APPROX.MHBA

MHBW HWY BOUNDARY, FACE OF WALL

HIGHWAY BOUNDARY, W/O ACCESSMHBWOA

d e c k e r t

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I

S

A

T E

T I

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

SHEET NO.

REGION:

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CULVERTS

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DRAWING NO.

ONEIDA

TOWN OF AUGUSTA, NY

PIN 2754.83 BRIDGESREPLACEMENT CULVERT - SIMMONS ROAD OVER DIX BROOK

QUALITY LEVEL C

ALL UTILITIES:

TOWN OF VERNON, NY

K

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COUNTY:

P R

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C H

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I

S

A

T E

T I

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

SHEET NO.

REGION:

F m j

D G

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M J c p h l e g .d g n

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D040977

CULVERTS

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DRAWING NO.

ONEIDA

TOWN OF AUGUSTA, NY

PIN 2754.83 BRIDGESREPLACEMENT CULVERT - SIMMONS ROAD OVER DIX BROOK

QUALITY LEVEL C

ALL UTILITIES:

TOWN OF VERNON, NY

K

D I

D E

T R I C

K

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

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

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

ALIGNMENT

DINV

DS

BRIDGE, SCUPPER

STRUCTURE, RECTANGULAR

INVERT

TRAP, SEDIMENT

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

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

SDEL

SRM

SANTENNAS

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.S

IANT P

IASCTS

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

ITS

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

MICRO SPEED & COUNT SENSOR

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

HISTORICAL, BLDG. CORNERS

HIGHWAY BNDRY., APPROX.

HIGHWAY BNDRY, PT.

EASEMENT, PERM., SHAPE

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

EASEMENT, PERM., APPROX.

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

ROW MAPPING

MDL1P

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TRAFFIC CONTROL

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

UTILITIES

EASEMENT, PERM., BACK LINE

DSMTXX_P

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

G

A

A

P

CDPD

C

C

IDEFAULT

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

R M

RWIS

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

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

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

RFM

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, SHAPE

A

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELL

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

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

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

TWZBCD_P

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

ROADWAY

RES P

RGA

RGP

ELEVATION, SPOT

SIGNS

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

GB

SF

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRYCPH

DRAINAGE

S_P

SB_P

ATS

AST

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

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

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

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

POINT, SURVEY MARKER, PERM.

POINT, VERT., PHOTOGRAMMETRYCPSV

CPSM

NOTES

LEG-02LEGEND - 02

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

POINT (SIGN, UTILITY POLE, ETC.).

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK, UTILITY LINES, ETC.) OR2.

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).1.

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

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 (SUCH AS THE5.

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING LINE WEIGHT.4.

NOTES (CON'T)

TYP-01TYPICAL SECTIONS

NOTES:ITEM DESCRIPTION UNIT ITEM DESCRIPTION UNIT

407.0103

404.3789

404.1989

404.0983

304.12

207.21

203.24010017

203.03

203.02

STRAIGHT TACK COAT

37.5 F9 BASE COURSE WMA, 80 SERIES COMPACTION

19 F9 BINDER COURSE WMA, 80 SERIES COMPACTION

9.5 F3 TOP COURSE WMA, 80 SERIES COMPACTION

SUBBASE COURSE, TYPE 2

GEOTEXTILE SEPARATION

SHOULDER BACKUP MATERIAL

EMBANKMENT IN PLACE

UNCLASSIFIED EXCAVATION AND DISPOSAL

GAL

TON

TON

TON

CY

SY

TON

CY

CY

627.50140008

610.1605

606.1203

606.10

418.7603

CUTTING PAVEMENT

TURF ESTABLISHMENT - PERFORMANCE

BOX BEAM END ASSEMBLY, TYPE III

BOX BEAM GUIDE RAILING

ASPHALT PAVEMENT JOINT ADHESIVE

LF

SY

EA

LF

LF

d e c k e r t

J

N A

G E

R D

E S I

P E

R V I S

O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

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

SHEET NO.

REGION:

F m j

D G

N F i n s i g n

M J c p h t y p .d g n

:2

D040977

CULVERTS

D

E C

K E

R T

D

E C

K E

R T

B

C O

O P

E R

M

W A I N

W R I G

H T

N

D I E

H L

D

R O

S E

DRAWING NO.

ONEIDA

TOWN OF AUGUSTA, NY

PIN 2754.83 BRIDGESREPLACEMENT CULVERT - SIMMONS ROAD OVER DIX BROOK

QUALITY LEVEL C

ALL UTILITIES:

TOWN OF VERNON, NY

REGISTRATION EXPIRES 10.31.2026

K

D I

D E

T R I C

K

STA. S 10+00.00 TO STA. S 14+90.00

(TAKEN AT STA. S 11+60.00)

LOOKING UPSTATION

SCALE: 1" = 5'-0"

1 TYPICAL SECTION - FULL DEPTH RECONSTRUCTION (SUPERELEVATED)

HCL

5.0% 5.0%

5.0% 5.0%

TGL

HCL, POR,

(TYP.)

6" TOPSOIL STRIPPING

ITEM 203.02

REMOVE EXISTING ASPHALT

ITEM 203.02

(SEE NOTE 2)

ITEM 418.7603

ITEM 207.21

ITEM 203.03 (TYP.)

12" ITEM 304.12

4.0" ITEM 404.3789

2.5" ITEM 404.1989

1.5" ITEM 404.0983

SIMMONS ROAD

1:2

MAX

1:2 MAX

HIGHWAY BOUNDARY

(SEE NOTE 1)

ITEM 407.0103

ITEM 203.02 (TYP.)

ORIGINAL GROUND (TYP.)

1:2 MAX

V A

R I E

S

D E

P T

H

CL

DITCH

PERMANENT EASEMENT

4" ITEM 610.1605 (TYP.)

ITEM 203.03 (TYP.)

(TYPE B) (TYP.)

4" ITEM 203.24010017

STA. S 11+00 TO STA. S 12+50 (SEE NOTE 4)

DRAINAGE DITCH 10'-0" 10'-0" 2'-0"

SHOULDER

2'-0"

SHOULDER

2'-3"

SB

2'-3"

SB TRAVEL LANE NB TRAVEL LANESB

GNP-03 FOR LOCATIONS (TYP.)

REFER TO DWG. NOS. GNP-01 TO

ITEM 606.10 AND ITEM 606.1203

OFF THE BACK OF THE SHOULDER BREAK.

4. OUTSIDE THE LIMITS OF THE DRAINAGE DITCH, THE PROPOSED SIDE SLOPE SHALL TIE INTO EXISTING AT 1V:2H

POR = POINT OF ROTATION, TGL = THEORETICAL GRADE LINE, S.B. = SHOULDER BREAK3.

AND VERTICAL FACES TO ACCEPT NEW PAVEMENT.

ITEM 418.7603, ASPHALT PAVEMENT JOINT ADHESIVE, SHALL BE APPLIED TO ALL SAWCUTS, PAVEMENT JOINTS 2.

LIFTS, PRIOR TO PAVING OPERATIONS, AND IN ACCORDANCE WITH TABLE 407-1 APPLICATION RATES.

TACK COAT, ITEM 407.0103, SHALL BE APPLIED TO ALL MILLED SURFACES AND BETWEEN ALL PERMANENT 1.

70 7 4 5 1

L

IC

E N

SE

D

PROFESSI ONAL

EN

G

I N E

E R

M

IC

H A

EL D . P AN I C

H

E L

LI

ST

ATE OF NE WYORK

MJ Engineering

GNN-01GENERAL NOTES

GENERAL NOTES: DRAINAGE NOTES:

UTILITY NOTES:

EMERGENCY SERVICES NOTE:

ENGINEER. THIS WORK SHALL BE INCLUDED UNDER THE APPLICABLE ITEMS IN THE CONTRACT.

FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND FULLY OPERATIONAL AT ALL TIMES AS DIRECTED BY THE

NO STOCKPILING SHALL BE ALLOWED ALONG DRAINAGE FLOW LINES. THE CONTRACTOR SHALL KEEP ALL DRAINAGE 2.

IN THE PRICE BID FOR THE APPLICABLE ITEMS IN THE CONTRACT.

SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION. THE COST FOR THIS WORK SHALL BE INCLUDED

WOULD AFFECT PROPERTIES ADJACENT TO THE WORK SITE. ALL MEASURES TAKEN TO PROVIDE POSITIVE DRAINAGE

AND CONTROL OF THE RUNOFF TO PREVENT EROSION, POLLUTION, SEDIMENTATION OR OTHER DISCHARGES WHICH

AT ALL TIMES, THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF SURFACE RUNOFF FROM THE TRAVEL LANES 1.

CORRESPONDENCE.

ROAD CLOSURE. ACCEPTABLE PROOF OF NOTIFICATION INCLUDES REGISTERED CERTIFIED MAIL OR EMAIL

PROVIDE PROOF OF THE NOTIFICATION TO THE AFOREMENTIONED ENTITIES TO THE E.I.C. PRIOR TO IMPLEMENTING THE

BRANCH TWO (2) WEEKS PRIOR TO COMMENCING WORK AND IMPLEMENTING THE FULL DETOUR. THE CONTRACTOR MUST

AND FIRE DEPARTMENT RESPONSE UNITS, SCHOOL DISTRICT OFFICIALS AND THE APPROPRIATE U.S. POST OFFICE LOCAL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE STATE AND LOCAL POLICE DEPARTMENTS, EMERGENCY 1.

WETLAND AND STREAM PROTECTION NOTES:

HOURS, SUBCONTRACTORS ARE REQUIRED TO WORK WITHIN THE PRIME CONTRACTOR'S CORE HOURS.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER TWO (2) WEEKS PRIOR TO MAKING ANY CHANGES IN WORK DAYS OR WORK 18.

SPECIFICATIONS FOR ITEM 201.06.

ANY CLEARING AND GRUBBING NECESSARY TO COMPLETE THE WORK SHALL BE DONE IN ACCORDANCE WITH THE 17.

PERMISSION FROM THE ENGINEER PRIOR TO USING A SPOIL AREA.

AS REQUIRED BY NYSDOT STANDARD SPECIFICATION 107-10 AND 107-11, THE CONTRACTOR WILL OBTAIN WRITTEN 16.

BY THE CONTRACTOR AT AN APPROVED SITE.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE STRUCTURE SHALL BE REMOVED AND DISPOSED OF 15.

THIS MANNER.

SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED. THERE WILL BE NO DIRECT PAYMENT FOR CONDUCTING WORK IN

THE ENGINEER DETERMINES THAT ADEQUATE PROTECTION DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE

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

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

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS OR OTHER 14.

THERE WILL BE NO DIRECT PAYMENT FOR CONDUCTING WORK IN THIS MANNER.

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

RETURN DIRECTLY TO A WATER BODY ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR

FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH WATER BODIES. THE CONTRACTOR SHALL NOT

ANY DAMAGE TO THE VARIOUS WATER BODIES FROM POLLUTION BY DEBRIS, SEDIMENT OR OTHER FOREIGN MATERIAL, OR

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT WORK IN SUCH A MANNER AS TO PREVENT 13.

OSHA REGULATIONS.

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT THEIR WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE 12.

THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

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

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL OPERATIONS IN THE 11.

STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER ITEM 625.01 - SURVEY OPERATIONS.

THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH SECTION 625 OF THE 10.

THE COST SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

THE PROVISION OF SECTION 107.05 "SAFETY AND HEALTH REQUIREMENTS" OF THE NYSDOT STANDARD SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATION IN ACCORDANCE WITH 9.

BE RESTORED TO ACCEPTABLE CONDITION AS SPECIFIED BY AND SATISFACTORY TO THE ENGINEER.

PAVED AREAS DISTURBED BY THE CONTRACTOR AS PART OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT, SHALL 8.

ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT SHALL BE MADE.

THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT STRUCTURES, ROADWAYS OR VARIOUS

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY BE REQUIRED OR 7.

INCLUDED IN THE BID PRICE FOR THOSE ITEMS.

DISPOSAL AREA AND TRANSPORTATION TO THE AREA AND SEDIMENT AND EROSION CONTROL MEASURES SHALL BE

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF SUPPLYING A 6.

THE STANDARD SPECIFICATIONS.

ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE FOR THE APPROPRIATE ITEMS AS PER SECTION 104-4 OF

NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY THE CONTRACTOR AS ORDERED BY THE

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT PROGRESSES WHICH IS 5.

SHALL BE SO NOTED ON THE DRAWINGS SUBMITTED FOR APPROVAL.

SHOWN ON THE PLANS AS APPROVED BY THE ENGINEER. THE RESULTS OF THIS CHECK OF CONDITIONS AND DIMENSIONS

CONTRACTOR SHALL USE THE FIELD CONDITIONS AND DIMENSIONS, AND MAKE THE APPROPRIATE CHANGES TO THOSE

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

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND DIMENSIONS WITH THOSE 4.

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 SPECIFIC 3.

THIS PROJECT.

CURRENT NATIONAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND NYS SUPPLEMENT SHALL BE IN EFFECT FOR 2.

LETTING.

ENGINEERING STANDARD SPECIFICATIONS - CONSTRUCTION AND MATERIALS AND ALL ADDENDA THERETO AT THE TIME OF

VERSION AT THE TIME OF LETTING OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF

ALL WORK CONTEMPLATED UNDER THIS CONTRACT SHALL BE PERFORMED IN CONFORMANCE WITH THE MOST CURRENT 1.

UTILITY QUALITY LEVEL DEFINITIONS.

UTILITY COMPANIES SHALL BE NOTIFIED. REFER TO SECTION 100 OF THE NYSDOT STANDARD SPECIFICATIONS FOR

COMMUNICATIONS ARE DESIGNATED QUALITY LEVEL C (QLC). IF A CONFLICT IS SUSPECTED, THE RESPECTIVE 9.

PROJECT) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

SUBCONTRACTOR, OR ANY OTHER PERSON WITHIN THE CONFINES OF THE SITE (500 FEET BEYOND EACH END OF THE

RELOCATIONS. ANY DAMAGE RESULTING TO ANY UTILITY (BURIED, AERIAL, ETC.) BY THE CONTRACTOR, PERSONNEL, THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY FEES REQUIRED BY THE UTILITY OWNERS FOR TEMPORARY 8.

TDS TELECOM VERNON

CHARTER COM NORTHEAST CENTRAL NY

KNOWN UTILITY OWNERS MAY INCLUDE, BUT ARE NOT LIMITED TO:7.

SHALL KEEP ALL UTILITY COMPANIES INFORMED, IN A TIMELY MANNER, OF ANY CHANGES IN THIS SCHEDULE.

COMPANIES OF HIS SCHEDULE OF OPERATIONS AND SO COORDINATE HIS WORK WITH THESE COMPANIES. CONTRACTOR

UTILITY COMPANIES OCCUPYING THE WORK SITE. CONTRACTOR SHALL, AT THIS MEETING, INFORM THE UTILITY

PRIOR TO COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL MEET WITH ALL KNOWN PUBLIC AND PRIVATE 6.

RESTORE THAT SERVICE, NOT STOPPING UNTIL SERVICE IS RESTORED.

HE SHALL IMMEDIATELY NOTIFY SAID UTILITY AND WITH THEIR APPROVAL, SHALL IMMEDIATELY COMMENCE WORK TO

IN THE EVENT CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION OF SAID SERVICE, 5.

THEREOF CHARGED AGAINST THE CONTRACTOR.

MADE BY THE CONTRACTOR, THE WORK MAY BE DONE BY THE RESPECTIVE UTILITY COMPANIES AND THE COST

ENDANGER THE SATISFACTORY OPERATIONS OF THE UTILITIES AND NECESSARY REPAIRS ARE NOT IMMEDIATELY

GOOD ANY DAMAGE TO THOSE UTILITIES CAUSED BY HIS OPERATIONS. IF THE NATURE OF DAMAGE IS SUCH AS TO

AND SUPPORT IN A SUITABLE MANNER, ALL UTILITIES ENCOUNTERED IN HIS WORK. THE CONTRACTOR SHALL MAKE

THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE EXACT LOCATION OF UTILITY LINES AND SHALL PROTECT 4.

FACILITIES SHALL BE GIVEN IN ACCORDANCE WITH NEW YORK STATE INDUSTRIAL CODE 53.

LOCATIONS OF UTILITY LINES THAT MAY BE SUBJECT TO DAMAGE. NOTIFICATION TO THE VARIOUS OWNERS OF

SHALL MAKE SUCH INQUIRIES AND/OR EXPLORATIONS AS MAY BE NECESSARY TO DETERMINE THE DIMENSIONS AND

THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS SO AS TO PREVENT DAMAGE TO EXISTING UTILITIES. HE 3.

962-7962), PLUS ALL AFFECTED NON-MEMBER UTILITIES, TO HAVE ALL UNDERGROUND UTILITIES LOCATED.

PRIOR TO COMMENCEMENT OF CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILTY TO CALL DIG SAFE NY (800 2.

ALSO EXIST.

CONSTRUCTED, ARE APPROXIMATE ONLY. ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY

THE LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE 1.

EXISTING WETLANDS TO BE PRESERVED WITHOUT INTERFERING WITH GRADING OPERATIONS.

EROSION CONTROL MEASURES AS NOTED ON THE PLANS SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE EDGE OF 5.

DOCUMENTS FOR A COPY OF THE REGIONAL CONDITIONS.

ENGINEERS NATIONWIDE PERMIT NO. 3, AUTHORIZED VIA EMAIL ON 02/06/2026. REFER TO THE CONTRACT

WORK BELOW THE ORDINARY HIGH WATER MARK OF THE DIX BROOK IS PERMITTED UNDER US ARMY CORPS OF 4.

SPECIFIED IN THE PERMIT AUTHORIZATION.

CONDITION, GENERAL CONDITIONS AND NOTIFICAITON REQUIREMENTS WATER QUALITY CERTIFICATION SPECIFIC

MUST CONFORM TO THE PROJECT-SPECIFIC SPECIAL CONDITIONS, THE NATURAL RESOURCE PERMIT CONDITIONS, THE

CONTRACT DOCUMENTS FOR A COPY OF THE PERMIT AUTHORIZATION. ALL WORK ASSOCIATED WITH THIS PROJECT

PERMITTED UNDER NYSDEC PERMIT 6-3022-00052/00001 & 00002, AUTHORIZED ON 11/26/2025. REFER TO THE

WORK WITHIN THE STREAM BED, ON THE STREAM BANKS AND WITHIN THE REGULATED WETLAND BUFFER ZONE IS 3.

THE DIX BROOK IS A PROTECTED STREAM, CLASS C / C(T), REGULATED BY THE NYSDEC. 2.

PLANNED OR PROPOSED WITHIN REGULATED WETLANDS OR THEIR REGULATED ADJACENT AREAS.

ENVIRONMENTAL CONSERVATION LAW (ECL). AN ARTICLE 24 PERMIT IS REQUIRED FOR ANY REGULATED ACTIVITY

THE WETLANDS WITHIN THE PROJECT AREA ARE REGULATED BY NYSDEC PURSUANT TO ARTICLE 24 OF THE

WETLANDS WITHIN THE PROJECT LIMTIS WERE FIELD DELINATED BY AMBIENT ENVIRONMENTAL, INC. ON 05/14/2024, 1.

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AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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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

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WORK ZONE TRAFFIC CONTROL NOTES WZTN-01

WORK ZONE TRAFFIC CONTROL NOTES

A. GENERAL NOTES: D. WZTC COORDINATION (CON'T):

E. WZTC SIGNING AND DEVICES:

WITHIN THE CLEAR ZONE.

TRAFFIC CONTROL DEVICES, MATERIALS OR ANY OTHER APPURTENANCES ALONG THE ROADWAY

WHEN NOT IN USE, THE CONTRACTOR SHALL NOT STORE ANY CONSTRUCTION EQUIPMENT, SIGNS, SPECIFICATIONS FOR REQUIRED TREATMENT OF PAVEMENT EDGE DROP-OFFS AND DELINEATION.

PERMITTED, UNLESS PROTECTED WITH CONCRETE BARRIER. SEE SECTION 619 IN THE STANDARD

EXCAVATIONS THAT PRODUCE A DROP OFF ON BOTH SIDES OF THE TRAVEL LANES SHALL NOT BE

MODIFIED BY THE ENGINEER, AS NECESSARY.

THAT ALL LANES ARE OPEN BEFORE THE NEW SCHEME IS SET IN PLACE. THIS METHOD MAY BE

SHALL BE REQUIRED TO FIRST REMOVE ALL DRUMS, CONES, SIGNS, ARROWS, AND THE LIKE SO

WHEN IT IS NECESSARY TO CHANGE THE LANES THAT ARE CLOSED TO TRAFFIC, THE CONTRACTOR

2.

1.

B. CHANGES TO WORK ZONE TRAFFIC CONTROL (WZTC) PLANS:

F. CONSTRUCTION VEHICLES:

2.

1.

6.

5.

4.

3.

2.

1.

G. RESPONSIBILITY FOR EMERGENCY REPAIRS:

H. ROADSIDE HAZARDS:

I. CHANGING WZTC SCHEMES:

1.

1.

2.

1.

OR OFF-SITE THROUGH FUTURE SURPLUS MATERIAL DISPOSAL.

SO AS TO RESTRICT INTRODUCTION OF INVASIVE PLANTS, SEEDS AND PROPAGULES INTO THE PROJECT

ALL VISIBLE DIRT AND PLANT DEBRIS. IF WATER IS USED, THE WATER/SLURRY SHALL BE CONTAINED

BROOMS, RAKES OR SHOVELS, ON ALL TRACK AND BUCKET/BLADE COMPONENTS TO ADEQUATELY REMOVE

ATTACHED. CLEANING SHALL CONSIST OF USING PHYSICAL MEANS AND HAND TOOLS, SUCH AS BRUSHES, BUCKETS, PRIOR TO ARRIVAL ON-SITE TO REMOVE PLANTS, SEEDS AND PROPAGULES THAT MAY BE

ALL TRACKED EQUIPMENT INVOLVED IN EARTHWORK WILL BE CLEANED AS APPROPRIATE, E.G. TRACKS, TO PREVENT THE ACCIDENTAL INTRODUCTION OF INVASIVE PLANTS DURING CONSTRUCTION ACTIVITIES, EASILY SEEN BY APPROACHING TRAFFIC.

WITH AN APPROVED ROTATING AMBER WARNING LIGHT THAT SHALL BE MOUNTED SO AS TO BE

ALL VEHICLES THAT WILL MOVE INTO AND OUT OF TRAFFIC AT WORK AREAS SHALL BE EQUIPPED

THE ROADWAY THAT IS OPEN TO TRAFFIC.

REQUIRED WHEN TRANSPORTING SLOW MOVING CONSTRUCTION EQUIPMENT ALONG ANY PORTION OF

ESCORT VEHICLES EQUIPPED WITH AN APPROVED ROTATING AMBER WARNING LIGHT SHALL BE

DEVICES HAVE BEEN REMOVED.

OF THE LANE CLOSURE. THE SIGNS ARE NOT TO BE TAKEN DOWN UNTIL ALL TRAFFIC CONTROL

CONES AT THE FAR END OF THE LANE CLOSURE AND WORK TOWARDS THE SIGNS AT THE BEGINNING

WHEN REOPENING DRIVING LANES TO TRAFFIC, THE CONTRACTOR SHALL START BY REMOVING THE

AND AS SPECIFICALLY PERMITTED BY THE ENGINEER.

SHALL NOT BE ALLOWED AT ANYTIME, EXCEPT FOR TRAFFIC CONE PICKUP AND ON CLOSED RAMPS

DRIVING AGAINST TRAFFIC, REGARDLESS OF WHETHER THE AREA HAS BEEN CLOSED TO TRAFFIC, EMPLOYEES SHALL NOT BE PARKED WITHIN 5 FT OF THE EDGE OF PAVEMENT.

WITHIN THE PROJECT LIMITS, VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S

C. WZTC RESTRICTIONS:

D. WZTC COORDINATION:

5.

4.

3.

2.

1.

J. DRIVEWAY ACCESS:

2.

1.

COUNTY. ROAD CLOSURES CAN ONLY BE AUTHORIZED BY THE COUNTY.

THERE SHALL BE NO ROAD CLOSURES DURING THE PROJECT WITHOUT TWO WEEKS PRIOR NOTICE TO THE

NOTIFY THE COUNTY.

WRITING IMMEDIATELY UPON THE REMOVAL OF THE LANE WIDTH RESTRICTION SO THE ENGINEER MAY

THE WIDTH REDUCTION(S) IN A TIMELY MANNER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN

THE ENGINEER A WRITTEN NOTICE TWENTY-ONE (21) DAYS PRIOR SO HE/SHE MAY INFORM THE COUNTY OF

PRIOR TO ANY REDUCTION IN EXISTING ROADWAY WIDTH(S) (LONG TERM), THE CONTRACTOR SHALL PROVIDE

ENGINEER.

CONTROL DRAWINGS, INCLUDING THE RESTRICTIONS STATED THEREIN, SHALL BE APPROVED BY THE

ANY PROPOSED TRAFFIC CONTROL SCHEME WHICH WOULD DEVIATE FROM THE WORK ZONE TRAFFIC

INCLUDED IN ITEM 619.01.

ENGINEER AND MUST BE PROVIDED WHERE SPECIAL COMPLEXITIES AND HAZARDS PREVAIL. COST SHALL BE

ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS DETERMINED BY THE

THE WORK ZONE TRAFFIC CONTROL PLANS SHOWN ARE CONSIDERED TO BE THE MINIMUM REQUIREMENTS.

IN PROGRESS.

THE DURATION OF LANE CLOSURES. LANE CLOSURES SHALL BE USED ONLY WHEN WORK IS ACTUALLY

THE CONTRACTOR SHALL SCHEDULE AND PROGRESS THE CONTRACT WORK IN A MANNER THAT MINIMIZES

FLOW OF TRAFFIC.

ANY OTHER LOCATIONS WITHIN A WORK AREA WHERE A RESTRICTED SIGHT DISTANCE IMPEDES THE

FLAGGERS WITH FLAGGER SIGNS (W20-7a) SHALL BE LOCATED AT ALL ACTIVE WORK AREAS AND AT

ARE JUDGED TO BE INADEQUATE BY THE ENGINEER.

NO TEMPORARY LANE CLOSURES SHALL BE ALLOWED WHEN EITHER VISIBILITY OR PAVEMENT CONDITION

THE ENGINEER.

LIGHTING PLAN IS REQUIRED. THE LIGHTING PLAN SHALL BE APPROVED PRIOR TO START OF WORK BY

IF WORK OPERATIONS ARE PERMITTED BY THE COUNTY BEFORE 7 AM OR AFTER 7 PM, AN APPROVED

RECEIVE WRITTEN AUTHORIZATION OF THE APPROVAL.

WORK IS REQUIRED, CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING TWO (2) WEEKS PRIOR AND

MOST WORK SHALL BE COMPLETED DURING THE HOURS BETWEEN 7 AM TO 7 PM. WHEN NIGHT

5.

4.

3.

2.

1.

PROPER MAINTENANCE OF CHANNELIZING DEVICES.

AREA WITHIN 3 FEET OF BOTH SIDES OF TEMPORARY CONCRETE BARRIER AND AREAS NECESSARY FOR

BE INCLUDED UNDER ITEM 619.01. THIS WORK INCLUDES, BUT IS NOT LIMITED TO, MAINTAINING THE

3 INCH OR GREATER SNOWFALL EVENTS, OR AS DIRECTED BY THE ENGINEER. COST OF THIS WORK SHALL

OTHER AREAS WITHIN THE CONTRACT LIMITS. THE CONTRACTOR SHALL RESPOND WITHIN 24 HOURS OF ALL

TRAVEL LANES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF SNOW AND ICE OF ALL

ONEIDA COUNTY SHALL BE RESPONSIBLE FOR ROUTINE CONTROL OF SNOW AND ICE IN ALL ACTIVE

ALL TIMES UNLESS OTHERWISE NOTED IN THE PLANS OR AUTHORIZED BY THE ENGINEER.

ALL EXISTING ROADWAYS INTERSECTING THE WORK AREA SHALL REMAIN OPEN TO TWO-WAY TRAFFIC AT

OPERATIONS SHALL BE APPROVED BY THE ENGINEER.

ACCORDANCE WITH NYSDOT STANDARD SHEET 619-60 WHEN REQUIRED. SCHEDULE OF FLAGGING

APPROPRIATELY IN ADVANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE FLAGGING OPERATIONS IN

BE TO DIRECT TRAFFIC PROPERLY AT ALL TIMES. THESE FLAGGERS SHALL BE POSITIONED

TRAFFIC, AND, ANY ACTIVITIES AS ORDERED BY THE ENGINEER. THE SOLE DUTY OF ANY FLAGGERS SHALL

TO, DELIVERING OR REMOVING MATERIALS, LIFTING OPERATIONS, DIRECTING DRIVEWAY OR CROSS STREET

INTERFERE WITH TRAFFIC, AS DIRECTED BY THE ENGINEER. EXAMPLES INCLUDE, BUT ARE NOT LIMITED

THE CONTRACTOR SHALL PROVIDE A FLAGGER AND APPROPRIATE SIGNING WHENEVER OPERATIONS

TAKEN TO CORRECT THE SITUATION TO THE SATISFACTION OF THE ENGINEER.

ALL OPERATIONS IN THAT AREA SHALL BE DISCONTINUED AND IMMEDIATE REMEDIAL ACTION SHALL BE

ENGINEER. IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICE, EFFECTIVENESS OF THE CONTRACTOR'S EFFORTS TOWARD PROTECTION OF TRAFFIC SHALL BE THE

LIGHTING, BARRICADES, ETC. ARE IN PLACE AND IN GOOD CONDITION. THE SOLE JUDGE OF THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MAINTENANCE AND MAKING SURE ALL SIGNS, CONES, SPECIFICATIONS, (US CUSTOMARY) AS AMENDED, OR AS AMENDED BY THESE PLANS.

WORK ZONE TRAFFIC CONTROL, OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (NMUTCD), THE NYS SUPPLEMENT AND IN SECTION 619, TO THE APPLICABLE SPECIFICATIONS AS SET FORTH IN THE CURRENT VERSIONS OF THE NATIONAL

ALL TRAFFIC CONTROL DEVICES AND SCHEMES USED FOR WORK ZONE TRAFFIC CONTROL SHALL CONFORM

CONDUCTED OUTSIDE OF BUSINESS HOURS.

CLOSURE MUST BE COORDINATED WITH THE PROPERTY OWNER IN ADVANCE, AND WORK SHALL BE

IF A SHORT-DURATION CLOSURE IS REQUIRED TO COMPLETE A SPECIFIC ELEMENT OF WORK, THE

CONTRACTOR SHALL MAINTAIN SAFE ACCESS TO THE PROPERTY AT ALL TIMES.

ONE (1) DRIVEWAY FOR A RESIDENTIAL PROPERTY IS LOCATED WITHIN THE WORK LIMITS. THE

LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE NORMAL WORKING HOURS.

TELEPHONE NUMBERS OF HIS/HER AND THE CONTRACTOR'S STAFF WHO ARE AUTHORIZED TO SECURE

OWNER, THE NEW YORK STATE POLICE, AND THE LOCAL POLICE, THE NAMES, ADDRESSES, AND

THE CONTRACTOR SHALL SUBMIT, IN WRITING, TO THE ENGINEER WHO IN TURN WILL SUBMIT TO THE

VEHICLES AND SECURED IN PLACE TO PREVENT MOVEMENT WHILE IN USE.

PLATES ARE TO CARRY VEHICULAR TRAFFIC, THE PLATES SHALL BE SUFFICIENTLY SIZED TO CARRY

ALL OPEN TRENCHES, EXCAVATIONS OR HOLES SHALL BE PLATED AT THE END OF THE WORK DAY. IF 6.

TRAFFIC CONTROL.

REMOVE ALL DEVICES SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 619.01, WORK ZONE

DEVICES INCLUDING ALL MATERIALS, EQUIPMENT AND LABOR TO INSTALL, MAINTAIN, RELOCATE, AND

BE MADE FOR THE ALTERNATE DEVICES. ALL COSTS ASSOCIATED WITH ALTERNATE CHANNELIZING

CHANNELIZING DEVICES (TUBULAR MARKERS OR TYPE III BARRICADES) NO DIRECT PAYMENT SHALL

WHICH WILL REMAIN IN PLACE OVERNIGHT. IF THE CONTRACTOR ELECTS TO UTILIZE ALTERNATE

SHALL NOT BE UTILIZED FOR NIGHT TIME WORK ZONE TRAFFIC CONTROL PLANS OR FOR PLANS

CHANNELIZING DEVICES FOR DAYTIME (DAWN TO DUSK) WORK ZONE TRAFFIC CONTROL PLANS, BUT

TYPE III BARRICADES). CONES MAY BE SUBSTITUTED FOR DRUMS OR OTHER ALTERNATE

ALTERNATE NIGHT TIME CHANNELIZING DEVICE (TUBULAR MARKERS CONFORMING TO 729-03, OR

NIGHT TIME (BETWEEN 7 PM TO 7 AM) HOURS SHALL UTILIZE CONSTRUCTION DRUMS OR AN APPROVED

ANY WORK ZONE TRAFFIC CONTROL PLAN WHICH WILL BE UTILIZED OR REMAIN IN PLACE DURING

BID FOR ITEM 619.01, WORK ZONE TRAFFIC CONTROL.

TEMPORARY OR PERMANENT OBJECTS. PAYMENT FOR THIS WORK SHALL BE INCLUDED IN THE PRICE

ENGINEER. NO SIGN SHALL BE PLACED AT ANY LOCATION WHERE IT COULD BE OBSCURED BY

SIGNS SHALL BE COVERED, REPOSITIONED, OR CHANGED IMMEDIATELY AS DIRECTED BY THE

ALL SIGNS, INCLUDING ALL GUIDE SIGNS, SHALL INDICATE THE ACTUAL CONDITIONS AT ALL TIMES.

TO WHICH THEY PERTAIN IS NOT IN PROGRESS.

SHALL EITHER BE REMOVED OR COVERED COMPLETELY WITH OPAQUE MATERIAL WHEN THE WORK

STAGE SHALL BE IN PLACE PRIOR TO THE START OF THAT STAGE. ALL CONSTRUCTION SIGNS

THE CONSTRUCTION AND REGULATORY SIGNS FOR A PARTICULAR WORK ZONE TRAFFIC CONTROL

APPROXIMATE. THE DISTANCES MAY BE AMENDED BY THE ENGINEER TO BETTER MEET FIELD CONDITIONS.

THE SIGN AND APPURTENANCE DISTANCES SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS ARE

4.

3.

2.

1.

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AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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ALTERED BY:

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

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, CONTRACT NUMBER

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TOWN OF AUGUSTA, NY

PIN 2754.83 BRIDGESREPLACEMENT CULVERT - SIMMONS ROAD OVER DIX BROOK

QUALITY LEVEL C

ALL UTILITIES:

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M4-8a 24" X 18"

30" X 24"M4-9R

(MOD.)

M4-9R 30" X 30"

30" X 24"M4-9L

(MOD.)

M4-9L 30" X 30"

30" X 24"M4-9

SIZE

STREET SIGN

EXISTING

MATCH

D3-1

SIZEM.U.T.C.D.SIGN

DETOUR SIGNS

XXXX FT

CLOSED

BRIDGE

C@L$O#S#E@D

B#R#I@D@G#E

36" X 36"W20-2

W20-3 36" X 36"

48" X 30"

R11-3a 60" X 30"

DETOUR

48" X 18"DETOURDETOUR

LEGEND

WORK ZONE

DETOUR ROUTE

STATE OR COUNTY ROUTE

LOCAL ROAD

CONSTRUCTION SIGNS

ITEM 619.01 -

WORK ZONE TRAFFIC CONTROL DETOUR NOTES:

SCALE: N.T.S.

C@L$O#S#E@D

APPROACH SIGNING

B#R#I@D@G#E

SCALE: N.T.S.

R11-2

ITEM 619.1711

(PINNING PROHIBITED)

BARRIER - CATEGORY 1

TEMPORARY POSITIVE

XXX feet AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

GRID

NORTH

48" X 18"DETOUR

M4-10R

R11-2

XXX Feet AHEAD

BRIDGE CLOSED

LOCAL TRAFFIC ONLY

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ITEM 619.04

WITH FLASHING BEACONS (TYP.)

TYPE III CONSTRUCTION BARRICADES

ahead

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M4-10L

WZTC-01

SIMMONS ROAD

SIMMONS ROAD DETOUR ROUTE

CONTROL DETOUR PLAN

WORK ZONE TRAFFIC

DETOUR PLANNED FOR 2026

REPLACEMENT ROAD CLOSURE &

PIN 2806.86: C270011 CULVERT

SIGNAGE BEING PLACED ON NY ROUTE 26.

CONTRACTOR TO OBTAIN NYSDOT HIGHWAY WORK PERMIT PRIOR TO ANY 9.

THE STANDARD SPECIFICATIONS.

SHALL BE REFLECTORIZED IN ACCORDANCE WITH SECTION 730-05.02 OF

ALL CONSTRUCTION SIGNS, BARRICADES, CONES, AND VERTICAL PANELS 8.

619.01.

DETERMINED BY THE ENGINEER AND INCLUDED IN THE PRICE BID FOR ITEM

ADDITIONAL SIGNS AND/OR CONTROL DEVICES MAY BE REQUIRED AS

TRAFFIC CONTROL PLANS ARE CONSIDERED TO BE MINIMUM REQUIREMENTS.

OF SUCH SIGNS, SHALL BE PAID FOR UNDER ITEM 619.01. THE WORK ZONE

ALL SIGNS SHOWN ON THIS PLAN INCLUDING THE ERECTING AND REMOVAL 7.

BE APPROVED BY THE ENGINEER.

BUT ANY CHANGE THAT ALTERS THE BASIC CONCEPT OF THIS PLAN MUST

THE CONTRACTOR MAY SUBMIT REVISIONS TO THIS PLAN FOR APPROVAL 6.

CONTRACTORS EXPENSE.

BARRICADES TO SUIT THE CONTRACTORS OPERATIONS SHALL BE AT THE

BARRICADES ONCE. ANY MOVEMENT OR REARRANGEMENT OF THESE

THE CONTRACTOR SHALL BE PAID FOR INSTALLATION AND REMOVAL OF 5.

FOR EQUIPMENT, DELIVERY OF MATERIALS, AND OTHER ACTIVITIES A.O.B.E.

TRAFFIC TO BE STOPPED FOR BUT NOT LIMITED TO, CROSSING OPERATIONS

OTHER WORK ZONE TRAFFIC CONTROL DEVICES WHEN OPERATIONS REQUIRE

THE CONTRACTOR SHALL PROVIDE APPROPRIATE SIGNING, FLAGGERS, AND 4.

PERMANENT OBJECTS OR ARE A HAZARD TO PUBLIC SAFETY.

BE PLACED AT LOCATIONS WHERE THEY ARE OBSCURED BY TEMPORARY OR

REMOVED, OR CHANGED AS DIRECTED BY THE ENGINEER. SIGNS SHALL NOT

ACCURATE CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED,

ALL TEMPORARY SIGNS, INCLUDING GUIDE SIGNS, SHALL INDICATE 3.

OF THIS PROJECT. PAYMENT TO BE INCLUDED IN ITEM 619.01.

APPROACH SIGNING AND ALL OFF-SITE DETOUR SIGNING FOR THE DURATION

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ON SITE 2.

PAYMENT TO BE INCLUDED IN ITEM 619.01.

SIGNING AND BARRICADES SHALL BE PLACED AS SHOWN ON THIS DRAWING.

PRIOR TO CLOSING SIMMONS ROAD TO ANY TRAFFIC, ON SITE APPROACH 1.

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1000 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

DETOUR

END

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END

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END

DETOURDETOUR

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(T Y

P

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

0.4 MILES AHEAD

LOCAL TRAFFIC ONLY

BRIDGE CLOSED

0.5 MILES AHEAD

MARBLE ROAD

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(T Y P

(T Y P

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CLOSED

BRIDGE

500 FT

CLOSED

BRIDGE

SIM

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AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

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SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY"…