375541_R3_PSE_plans_06-10-2024.pdf

PDF 10 MB Posted Jun 17, 2024

Attached to: Replacement of Frontenanc Road Bridge over Trumansburg Creek
Solicitation number: 2111101
Issued by: Seneca County, New York

About this file

Written by GovTribe AI · Jul 24, 2024

The document is a government file related to the replacement of the Frontenac Road Bridge over Trumansburg Creek in the Town of Covert, Seneca County, New York. This is a Federal Aid Project being administered by the County of Seneca. The work includes the full replacement of the existing bridge and associated roadway reconstruction. The project has a total length of 470 feet. Bids for this project are due by July 11, 2024, at 2:00 PM. The project is subject to Federal and New York State Department of Transportation (NYSDOT) requirements, including a 6.0% Disadvantaged Business Enterprise (DBE) goal and specific Equal Employment Opportunity (EEO) goals. The use of the NYSDOT's Equitable Business Opportunities (EBO) software is required for civil rights reporting. There are no residential or geographical restrictions, and no Service-Disabled Veteran-Owned Set Aside for this project. The NYSDOT Standard Specifications, as posted on their website, must be followed by the successful bidder.

This project is a Federal Aid Group Type 4 - New or Replacement Bridge. There are no incumbent contractors identified for a similar procurement within the past five years. Applicable federal requirements take precedence over state and local requirements unless the state and local requirements are deemed to be more stringent.

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Other files

File	Type	Posted
375541_R3_boring logs_06-10-2024.pdf	PDF	Jun 17, 2024
375541_R3_Project Manual_06-10-2024.pdf	PDF	Jun 17, 2024
2024 RFP Notice to bidders for Frontenac.pdf	PDF	Jun 17, 2024

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P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h c o v .d g n

M A

U S

E R

D A

T E

T I

F I L

N A

LAKE ONTARIO

LONG

ISLAND

SOUND 8

SYRACUSE

UTICAROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTI

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

A D

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

PROJECT LOCATION:

WORK DESCRIPTION

PROJECT LOCATION

INDEX ON SHEET 2

OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.

DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE

THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND SURVEYOR SHALL STAMP THE

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

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A

NTS

RECOMMENDED BY

DATEDATE DATE

Drawing Copyright c 2024

PROJECT LOCATION

SENECA COUNTY45 SHEETS

P.I.N. 3755.41

(LOCALLY ADMINISTERED FEDERAL AID PROJECT)

PREPARED BY

SHEETS 1 TO 14

PREPARED BY

SHEETS 15 TO 45

SENECA COUNTY

SUPERINTENDENT OF HIGHWAYS

ROY GATES

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

CHA PROJECT NO.: 068763

N.Y.S. P.E. NO. 090217

CHA CONSULTING, INC.

IANA I. HEADLEY-KROLL, P.E.

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 12/13/2023.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

THE CONTRACT PROJECT "PROPOSAL."

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

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

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

DOCUMENTS.

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

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

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

N.Y.S. P.E. NO. 079012

CHA CONSULTING, INC.

MICHAEL D. HURTT, P.E.

LENGTH IS 470 FEET.

NORTHEAST OF THE INTERSECTION OF NYS RTE 89. THE TOTAL PROJECT

BRIDGE OVER THE TRUMANSBURG CREEK, APPROXIMATELY 0.7 MILES

TOWN OF COVERT. THIS PROJECT WILL REPLACE THE FRONTENAC ROAD

THE PROPOSED PROJECT IS LOCATED IN THE COUNTY OF SENECA IN THE

FULL DEPTH ASPHALT RECONSTRUCTION

BRIDGE REPLACEMENT

IN THE TOWN OF COVERT

(BIN 2209490)

BRIDGE OVER TRUMANSBURG CREEK

REPLACEMENT OF FRONTENAC ROAD

F R

T E N

SCHUYLER CO

SENECA CO

MAY 2024

5/17/245/17/24 Roy Gates 5/17/24

EMH

GSB

HYD

LPG

SMH

TCB

TELBOX

TEL P

TMH

CTV

WSB

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

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

CONC

CONST

DWY

GAR

HWY

MON

N&W

O/H

PAV'T

PED POLE

POR

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)

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

CAP

CIP

CMP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

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

D'XING

EHW

ELEV

ELW

INV

MHW

OHW

OLW

RCP

VCP

SPK

STK

STY

U/G

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

BRG

EXT

HCL

HSD

LVC

E f

POL

PSD

PVC

PVI

PVT

SSD

STA

TGL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRMc

SQUARE FEET

GALLON

mi lb LB

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

CONE PENETROMETER

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h i n d .d g n

E B

NONE IND-1

ABBREVIATIONS

INDEX AND

A. DAMES

J. SHIELDS

M. WHITE

INDEX TOTAL NUMBER OF SHEETS: 45

NUMBER

SHEET

DESCRIPTION DRAWING NUMBER

1 COVER COV

2 INDEX AND ABBREVIATIONS IND-1

3-4 LEGEND LEG-1 TO LEG-2

5 TYPICAL SECTIONS TYP-1

6 GENERAL NOTES GNN-1

7 WORK ZONE TRAFFIC CONTROL NOTES WZTC-1

8-9 WORK ZONE TRAFFIC CONTROL PLAN WZTC-2 TO WZTC-3

10 BASELINE TIES AND BENCHMARKS BLT-1

11 MAINTENANCE JURISDICTION MJP-1

12 MISCELLANEOUS TABLES MST-1

13 GENERAL PLAN GNP-1

14 PROFILE PRO-1

15-45 BRIDGE PLANS ST-1 TO ST-31

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h i n d .d g n

E B

T E

T I

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

Drawing Copyright c 2024

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

LABL

LAHR

LAPB

LAWA

LAWE

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

STB*

SBLB BILLBOARDS

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MHB

MHBA

MHBW

MHBWOA

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD

MJLL

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

MPLA

MSL SUB LOT LINE

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM

RGC GUIDE RAIL, CABLE

RGCB

RGW GUIDE RAIL, W BEAM

RGWM

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

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

AC CONTROL (CENTERLINE)

CBPR

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

FENCE, VEGETATION

FENCE, SILT

EWF

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

BALE, STRAW

DAM, COFFER

AND STATE

WETLAND, FEDERAL

BARRIER

GUIDE RAIL, CONCRETE

MEDIAN

GUIDE RAIL, W BEAM,

MEDIAN

GUIDE RAIL, BOX BEAM,

CANTILEVER

STRUCTURE, OVHD.

W/O ACCESS

HIGHWAY BOUNDARY,

FACE OF WALL

HWY BOUNDARY,

APPROX.

HIGHWAY BOUNDARY,

LOT LINE

JURIS., (GREAT, MILITARY)

DISTRICT

JURISDICTION, HISTORIC

APPROXIMATE

PROPERTY LOT LINE,

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

LFILL_P FILL LIMIT

RRPLS_P

RRSLS_P

SIGNS

DESCRIPTIONNAMESTYLE

MEP_P EASEMENT, PERMANENT

MEPA_P

MET_P EASEMENT, TEMPORARY

META_P

MF_P

MFA_P

MFS_P FEE ACQUISITION, SHAPE

ROADWAY

DESCRIPTIONNAMESTYLE

GUIDE POST

RAIL, PHOTO, LARGE SCALE

RAIL, SURVEY, LARGE SCALE

RGP_P

STPB* PARTIAL BARRIER LINE

SOLID, EDGE

UTILITIES

FEE ACQUISITION, W/ ACCESS

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MFWOA_P

CLEAR ZONE

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

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

TRANSITION CONTROL

STYLE NAME DESCRIPTION

BRIDGE

EDMGSC_P

DAM, EARTHEN CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

BAG CHECK

DAM, GRAVEL BAG/SAND

OR COVERING

PAVEMENT MARKING REMOVAL

W/ WARNING LIGHTS

BARRIER, TEMPORARY,

APPROX.

EASEMENT, PERMANENT,

APPROX.

EASEMENT. TEMPORARY,

APPROXIMATE

FEE ACQUISITION,

W/O ACCESS

FEE ACQUISITION,

HAVE CORRESPONDING EXISTING FEATURES.

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

BE LABELED ON THE PLANS.

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

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

DRAWINGS).

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

NONE

LEGEND

A. DAMES

J. SHIELDS

LEG-1

M. WHITE

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h l e g .d g n

E B

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

Drawing Copyright c 2024

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

UC 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

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

USAF

USAFH

UTV

UTVH

UTVO

CABLE TV, UNDERGROUND

CABLE TV, HANGING

CABLE TV, OVERHEAD

UPGW

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

DSSD SLOTTED DRAIN

UNDERDRAINDUD_P

FORCE MAIN, UGND

SANITARY SEWER,

FORCE MAIN, HANG

SANITARY SEWER,

UNDERGROUND

SANITARY SEWER,

OVERHEAD

ELECTRIC TRANSMISSION,

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APORC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

WETLAND FLAG

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

EWFG

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

SDEL

SRM

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

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

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

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

RFM

E-ZPASS READER

MICROWAVE TRANSCEIVER

VEHICLE TO RDWY TRANSCEIVER

PAVEMENT SURFACE SENSOR

RDWY WEATHER INFO. SENSOR

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGP

CPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

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

APPROX.

HIGHWAY BNDRY.,

CORNERS

HISTORICAL, BLDG.

TRANSCEIVER

COMM. VEH. ROAD

CABINET

FIBER OPTIC X-CONNECT

CNT. SENSOR

PORT. ACCOU. SPD &

SENSOR

PORT. SPEED & COUNT

SENSOR

MICRO SPEED & COUNT

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h l e g .d g n

E B

AEQN EQUATION

ALIGNMENT

BRIDGE, SCUPPER

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

CDPD

EZ-T

R M

WVR

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

TWZBCD_P

ROADWAY

RES P ELEVATION, SPOT

SIGNS

TWZCMS_P

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P

TWZWVA_P

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

CULV

DRAINAGE

S_P

SB_P

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

SUPPORT

ARROW PANEL, TRAILER OR

SIGN (PVMS)

CHANGEABLE MESSAGE

TRAFFIC

SYMBOL, DIRECTION OF

TEMPORARY TRAFFIC DETOUR

SYMBOL, DIRECTION OF

PEDESTRIAN (TEMPORARY)

SIGNAL, TRAFFIC OR

W/O ACCESS

FEE ACQUISITION

APPROX.

EASEMENT, PERM.,

BACK LINE

EASEMENT, PERM.,

APPROX.

FEE ACQUISITION,

BACK LINE

FEE ACQUISITION,

SHAPE

FEE ACQUISITION,

SHAPE

EASEMENT, PERM.,

H/S

PRFB

v CORRESPONDING EXISTING FEATURES.

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

v SHOULD BE LABELED ON THE PLANS.

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

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

v (0.015 in ON B SIZE DRAWINGS).

v EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

v CORRESPONDING PROPOSED FEATURES.

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

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

2. FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,

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

NONE

LEGEND

A. DAMES

J. SHIELDS

LEG-2

M. WHITE

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h l e g .d g n

E B

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

Drawing Copyright c 2024

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

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

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

U UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

DSMTXX_P

VMS

PVMS

RWIS

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB P

STRUCTURE, RECT., TYPE "X"

DST"X" P

WIM

"XX" = 48, 60, 72, 96

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

"X" = I, K, L, M, O, P, U

"X" = F, G, N, O, P, R

HCL

TYPICAL SECTION

FRONTENAC ROAD FULL DEPTH RECONSTRUCTION

TYPICAL SECTIONS

A. DAMES

J. SHIELDS

M. WHITE

NTS TYP-1

(TYP)

ORIGINAL GROUND

IN FILL IN CUT

STA 11+30.00 TO STA 12+50.00

TGL

2.0% 2.0%(TYP)

AND ITEM 610.1602

4" - ITEM 610.1403

(SEE NOTE 1)

ITEM 418.7603

12" - ITEM 304.12 (TYP)

ITEM 203.02

(TYP)

2'-4"

SHOULDERTRAVEL LANETRAVEL LANESHOULDER

STA 12+50.00 TO STA 13+00.00

STA 13+00.00 TO STA 13+18.17

STA 14+04.83 TO STA 14+50.00

2'-0"9'-0"9'-0"2'-0"

STA 14+04.83 TO STA 16+00.00

STA 11+30.00 TO STA 13+18.17

NTS

STA 15+00.00 TO STA 16+00.00

STA 14+50.00 TO STA 15+00.00

2'-0"

9'-0"

4'-0"10'-0"10'-0"4'-0"

4'-0"

2'-0" TO

VARIES, 9'-0" TO 10'-0"

4'-0"

2'-0" TO

4'-0" TO

VARIES, 10'-0" TO 9'-0"

4'-0" TO

NOTE 4

SEE

(SEE NOTE 3)

ITEM 606.10 (TYP)

2.0%

ROUND A.O.B.E (TYP)

NOTE 4

SEE

ROUND A.O.B.E (TYP)

2.0%

(TYP)

ITEM 203.03

(SEE NOTE 2)

ITEM 407.0103

(THIS SHEET) (TYP)

SEE PAVEMENT EDGE DETAIL

AND ITEM 610.1602

4" - ITEM 610.1403

FOR MATERIALS

SEE TYPICAL SECTIONS

PAVEMENT EDGE DETAIL

NTS

(MIN)

1'-0"

TRAVEL LANE

MATCH EXISTING

(MIN)

1'-0" c

EXISTING

ITEM 610.1602 (TYP)

4" - ITEM 610.1403 AND

EXISTING

MATCH

EXISTING

MATCH

OVERLAY TYPICAL SECTION

FRONTENAC AND S FRONTENAC POINT ROAD

(SEE NOTE 6)

NTS

FOR MATERIALS

SEE TYPICAL SECTION

TO REMAIN

EXISTING GRAVEL

BACKFILL WITH ITEM 304.12

ITEM 203.02

REPAIR AREA

2'-0" (MIN)

NTS

REPAIR DETAIL

(TYP)

VISIBLE DETERIORATION

2'-4"

1'-3"

SEE NOTE 7 (TYP)

1'-3"

EXTEND TOP AND BINDER ASPHALT COURSES IN AREAS OF GUIDE RAIL FOR VEGETATION CONTROL STRIP.

SEE WZTC-1 FOR LIMITS OF SOUTH FRONTENAC ROAD REHABILITATION.

ASPHALT OVERLAY. LOCATION OF REPAIRS SHALL BE A.O.B.E.

ALL VISIBLE DETERIORATION IN THE EXISTING GRAVEL RIDING SURFACE OF SOUTH FRONTENAC ROAD SHALL BE REPAIRED PRIOR TO

SIDE SLOPES SHALL BE GENTLY GRADED IN MAINTAINED LAWN AREAS. STEEPEST SLOPE SHALL BE 1V:2H AT THE BRIDGE ABUTMENTS.

SEE GUIDE RAIL INSTALLATION TABLE, DWG MST-1.

APPLY TACK COAT, ITEM 407.0103, TO ALL CONTACT SURFACES BETWEEN ALL ASPHALT PAVEMENT COURSES AND LIFTS.

LONGITUDINAL, TRANSVERSE, CURBS OR OTHER JOINTS ABUTTING THE NEW ASPHALT PAVEMENT.

ASPHALT JOINT ADHESIVE, ITEM 418.7603, SHALL BE USED ON VERTICAL FACES FOR ALL THE JOINTS ON THE SURFACE COURSE SUCH AS

1.5" - ITEM 404.0983 (TYP)

2.5" - ITEM 404.1989 (TYP)

4" - ITEM 404.3789 (TYP)

ITEM NO. DESCRIPTION UNIT NOTES

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

203.03 EMBANKMENT IN PLACE CY

304.12 SUBBASE COURSE, TYPE 2 CY

404.0983 9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON

404.1989 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON

404.3789 37.5 F9 BASE COURSE ASPHALT, 80 SERIES COMPACTION TON

407.0103 STRAIGHT TACK COAT GAL

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

606.10 BOX BEAM GUIDE RAILING LF

610.1403 TOP SOIL - LAWN CY

610.1602 TURF ESTABLISHMENT - LAWN SY

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h t y p .d g n

M A

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

15-MAY-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

Drawing Copyright c 2024

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

THIS DWG (SEE NOTE 5)

SEE REPAIR DETAIL,

EXISTING GRAVEL TO REMAIN

ITEM 203.02 (2" DEPTH)

ITEM 407.0103 (SEE NOTE 2)

2" - ITEM 404.1989

1•" - ITEM 404.0983

GENERAL NOTES

A. DAMES

J. SHIELDS

M. WHITE

GNN-1

DAMAGE TO EXISTING STRUCTURES OR VEGETATION/SHRUBSUTILITY NOTES

RIGHT-OF-WAY NOTES

GENERAL NOTES

18.

17.

16.

15.

14.

13.

12.

11.

10.

EROSION & SEDIMENT CONTROL NOTES:

(STANDARD SPECIFICATIONS SECTION 107).

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

RESPECTIVE ITEM IN THE CONTRACT.

WATERING NEEDED FOR VEGETATION AND OTHER LANDSCAPING ITEMS SHALL BE INCLUDED UNDER EACH

APPLICABLE OSHA REGULATIONS.

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

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

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

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

DOCUMENTS.

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

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

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

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

ITEM 625.01 - SURVEY OPERATIONS.

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

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

CONTRACT.

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

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

CONTRACT.

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

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

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

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

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

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

MADE.

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

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

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

BID FOR THOSE ITEMS.

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

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

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

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

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

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

APPROPRIATE ITEMS.

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

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

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

IN THE CONTRACT.

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

EFFECT FOR THIS PROJECT.

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

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

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

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

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

LEVEL C.

THE QUALITY OF UNDERGROUND UTILITY FACILITY INFORMATION SHOWN IN THE PLANS IS QUALITY

UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)

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

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

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

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

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

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

(SHOWN AS QLB)

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

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

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

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

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

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

FACILITY ATTRIBUTES. (SHOWN AS QLA)

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

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

VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF SUBSURFACE

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

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

RECOGNIZED AND ARE AS FOLLOWS:

FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY

THE CONTRACT.

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

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

THEREOF CHARGED AGAINST THE CONTRACTOR.

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

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

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

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

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

INCLUDED IN THE CONTRACT.

INCLUDED IN THE PRICE BID FOR ITEM 206.05 - TEST PITS. A QUANTITY OF 4 TEST PITS HAS BEEN

TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS, THE COST OF WHICH SHALL BE

UNDERGROUND UTILITIES LOCATED, 811. CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY

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

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

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

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

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

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

BECOME OPERATIONAL.

ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED BEFORE THE DISCHARGE POINTS

CEASED.

CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY

TEMPORARILY OR PERMANENTLY CEASED, BUT NO MORE THAN 14 DAYS AFTER THE

MULCH) AS SOON AS PRACTICABLE IN AREAS WHERE CONSTRUCTION ACTIVITIES HAVE

THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES (I.E., JUTE MESH, SEED OR

BE PAID UNDER ITEM 201.06.

REQUIRED GRADING LIMITS, UNLESS DIRECTED OTHERWISE. CLEARING AND GRUBBING SHALL

CLEARING AND GRUBBING SHALL BE LIMITED TO NO MORE THAN NECESSARY BEYOND THE

PROPER CONSTRUCTION SEQUENCING AND USE OF MULCH AND TEMPORARY SEEDING.

MINIMIZE EXPOSED SOILS WHEREVER POSSIBLE. THIS CAN BE ACCOMPLISHED THROUGH

REMOVAL OF THE EROSION CONTROL DEVICE.

ANY SEDIMENT TRAPPED BEHIND EROSION CONTROL MEASURES MUST BE REMOVED PRIOR TO

OF SOIL EROSION AND SEDIMENT CONTROL MEASURES.

INFORMATION REGARDING THE APPLICATION, INSTALLATION, AND INSPECTION REQUIREMENTS

REFER TO NYSDOT STANDARD SHEETS 209-01 THROUGH 209-07 FOR ADDITIONAL

RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL DEVICES.

THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER

BEYOND DISTURBED AREAS OR INTO INLETS OF OTHER DRAINAGE SYSTEMS.

TRAP) OR PASS THROUGH AN APPROPRIATE SEDIMENT CONTROL DEVICE BEFORE DISCHARGE

STORM WATER FROM DISTURBED AREAS MUST BE ALLOWED TO SETTLE (VIA A SEDIMENT

SEDIMENT CONTROL MEASURES INDICATED IN THE PLANS.

ENGINEER SHALL BE NOTIFIED OF ANY SIGNIFICANT FIELD CHANGES TO THE EROSION AND

CONSTRUCTION ACTIVITIES, CONSTRUCTION METHODS, AND/OR ACTUAL FIELD CONDITIONS. THE

GENERAL PLANS, MAY REQUIRE FIELD ADJUSTMENT DEPENDING UPON THE SEQUENCE OF

THE LOCATIONS OF EROSION AND SEDIMENT CONTROL MEASURES, AS INDICATED ON THE

CONTROL PRODUCT SHALL BE PAID UNDER ITEM 209.1901.

3(H):1(V) SHALL BE STABILIZED WITH ROLLED EROSION CONTROL PRODUCT. ROLLED EROSION

MULCH. SEED AND MULCH SHALL BE PAID UNDER ITEM 209.1003. ALL SLOPES STEEPER THAN

EARTHWORK AND SHALL REMAIN IN PLACE UNTIL THE SOIL IS STABILIZED WITH SEED AND

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO STARTING

10.

SATISFACTION OF THE ENGINEER.

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

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

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

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

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

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

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

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h g n n .d g n

E B

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

518.453.4500 www.chasolutions.com

NONEA. DAMES

J. SHIELDS

M. WHITE

A. GENERAL NOTES:

BASIC WORK ZONE TRAFFIC CONTROL NOTES:

B. WZTC SIGNING AND DEVICES:

C. CONSTRUCTION VEHICLES:

NOTES

TRAFFIC CONTROL

WORK ZONE

WZTC-1

OR A.O.B.E.

CONSTRUCTION SIGNS SHALL BE LOCATED A MINIMUM OF 2 FT HORIZONTALLY OFF THE EDGE OF THE TRAVEL LANE

ANY LOCATION WHERE IT COULD BE OBSCURED BY TEMPORARY OR PERMANENT OBJECTS.

COVERED, REPOSITIONED, OR CHANGED IMMEDIATELY AS DIRECTED BY THE ENGINEER. NO SIGN SHALL BE PLACED AT

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

DIMENSIONS MAY BE INCREASED WHENEVER NECESSARY FOR GREATER LEGIBILITY OR EMPHASIS.

THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN TABLE 6F-1 OF THE MUTCD. THESE

DAYLIGHT HOURS.

WARNING FLAGS ON SIGNS MAY BE USED TO INCREASE TARGET VALUE AND VISIBILITY OF WORK ZONE SIGNS DURING

ADDITIONAL SIGNING PLACED IN ADVANCE OF THE CONGESTION MAY BE REQUIRED BY THE ENGINEER.

IF CONSTRUCTION RELATED TRAFFIC CONGESTION BACKS UP BEYOND THE INSTALLED ADVANCE SIGN SEQUENCE, SIGHT.

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

UNLESS OTHERWISE REPLACED UNDER THIS CONTRACT.

COUNTY. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION

REPLACE DAMAGED SIGNS AND SUPPORTS TO THE SATISFACTION OF THE ENGINEER AT NO ADDITIONAL COST TO THE

TEMPORARILY REMOVE, COVER, OR MODIFY SIGN PANELS AND SUPPORTS, AND SHALL BE REQUIRED TO REPAIR OF

COVERED. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO SIGNS CAUSED BY THEvMETHODS USED TO

SIGNS SHALL BE OF A COLOR AND REFLECTORIZED MATERIAL MATCHING THAT OF THE SIGN BEING PARTIALLY

SHALL BE COVERED, REMOVED, STORED, OR RESET, A.O.B.E. BLANK COVERS USED TO COVER PORTIONS OF EXISTING

ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH ARE IN CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL

THE EFFECTIVENESS OF THE CONTRACTOR'S EFFORTS TOWARD THE MAINTENANCE OF TRAFFIC CONTROL DEVICES.

DEVICES ARE IN PLACE, IN GOOD CONDITION, AND REMAIN CLEAN. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO

PERMANENT AND TEMPORARY, FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL ENSURE THAT ALL

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL TRAFFICvCONTROL DEVICES, BOTH

CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER.

SIGNS SHOWN ON THE PLANS AND DETAILS MAY BE ADJUSTED BASED ON ACTUAL SIGHT DISTANCE AND OTHER

ALL SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MUTCD. THE LOCATIONS OF THE

SEEN BY APPROACHING TRAFFIC.

APPROVED ROTATING OR FLASHING AMBER WARNING LIGHT THAT SHALL BE MOUNTED SO AS TO BE EASILY

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

ALONG ANY PORTION OF THE ROADWAY THAT IS OPEN TO TRAFFIC.

OPERATING ARROW BOARD SHALL BE REQUIRED WHEN TRANSPORTING SLOW MOVING CONSTRUCTION EQUIPMENT

ESCORT VEHICLES EQUIPPED WITH AN APPROVED ROTATING OR FLASHING AMBER WARNING LIGHT OR AN

SHOWN.

BID FOR ITEM 619.01 - BASIC WORK ZONE TRAFFIC CONTROL EXCEPT WHERE SPECIFIC ITEMS ARE OTHERWISE

ESTABLISHMENT OF THE S FRONTENAC POINT ROAD DETOUR SHALL BE INCLUDED UNDER THE LUMP SUM PRICE

ALL WORK, EQUIPMENT, AND MATERIALS REQUIRED FOR THE CLOSURE OF FRONTENAC ROAD AND FOR THE

COUNTY OF ALL TEMPORARY ROAD CLOSURES ONE WEEK PRIOR TO THE PLANNED CLOSURE.

THE CONTRACTOR SHALL NOTIFY LOCAL EMERGENCY SERVICES AND THE TOWN OF COVERT AND SENECA

EMERGENCY REPAIRS DURING AND OUTSIDE NORMAL WORKING HOURS.

NUMBERS OF THE CONTRACTOR'S STAFF AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR

THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER, IN WRITING, THE NAMES, ADDRESSES, AND TELEPHONE

PLANNEDvIMPLEMENTATION OF SUCH PROPOSED REVISIONS.

BY THE COUNTY SUPERINTENDENT OR DESIGNEE THIRTY (30) WORKING DAYS PRIOR TO THE

THE TRAFFIC CONTROL PLAN MUST BE SUBMITTED TO THE ENGINEER IN WRITING FOR REVIEW AND APPROVAL

IMPLEMENTATION OF SUCH PROPOSED REVISIONS. PROPOSED REVISIONS THAT ALTER THE BASIC CONCEPT OF

TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL FIVE (5) WORKING DAYS PRIOR TO THE PLANNED

THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, ANY REVISIONS PROPOSED TOvTHE TEMPORARY

MODIFICATIONS, AND ANY OTHER RELATED WORK AS DIRECTED BY THE ENGINEER.

PAVEMENT DELINEATION, BARRIERS, ROADSIDE DELINEATION (CONES, DRUMS, ETC.), FLAGGERS, PAVEMENT

SHALL BE IN PLACE AND COMPLETE. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PRIOR TO THE START OF ANY WORK OPERATION, ALL RELATED WORK FOR THE TEMPORARYvTRAFFIC CONTROL

HEREIN AND ON THE PLANS IS TO BE CONSIDERED MINIMUM STANDARDS.

PLANS, THE PROVISIONS OF PART 6 OF THE MUTCD SHALL APPLY. THE APPLICATION OF STANDARDS NOTED

FOR TYPICAL APPLICATION OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOTvSPECIFIED IN THE

BETTER MEET ACTUAL FIELD CONDITIONS.

THE ENGINEER. THE ENGINEER MAY ORDER ADDITIONAL METHODS, DEVICES, OR A COMBINATION THEREOF, TO

REFLECT THE MINIMUM REQUIREMENTS UNLESS OTHERWISE DIRECTED BY THE PLANS, SPECIFICATIONS, AND/OR

THE TYPICAL DETAILS DEPICTED IN THE WORK ZONE TRAFFIC CONTROL DRAWINGS AND DETOUR PLAN

OPERATION.

EXAMPLE, TO SEED AND TO REMOVE OR APPLY PAVEMENT MARKINGS) CAN BE CONSIDERED A MOBILE

EQUIPMENT BEING USED PROGRESSES ALONG THE ROADWAY IN A MORE OR LESS CONTINUOUS MANNER (FOR

MOST WORK OPERATIONS ARE CONSIDERED TO BE OF LONG DURATION. OPERATIONS DURING WHICH THE

PLACE.

TIMES. THESE FLAGGERS SHALL BE POSITIONED A.O.B.E. WITH THE APPROPRIATE ADVANCE WARNING SIGNS IN

THE ENGINEER. THE SOLE DUTY OF ANY SUCH FLAGGERS SHALL BE TO DIRECT TRAFFIC PROPERLY AT ALL

LIFTING OPERATIONS, DIRECTING DRIVEWAY OR CROSS STREET TRAFFIC, AND ANY ACTIVITIES AS ORDERED BY

WITH TRAFFIC, A.O.B.E. EXAMPLES INCLUDE, BUT ARE NOT LIMITED TO, DELIVERING OR REMOVING MATERIALS, THE CONTRACTOR SHALL PROVIDE A FLAGGER AND APPROPRIATE SIGNING WHENEVER OPERATIONS INTERFERE

ENGINEER BEFORE WORK MAY BE RESUMED.

IN THAT AREA SHALL CEASE. IMMEDIATE REMEDIAL ACTION SHALL BE TAKEN TO THE SATISFACTION OF THE

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONDITION OR PRACTICE, ALL OPERATIONS

ENGINEER (A.O.B.E.).

SPECIFICATIONS, AS AMENDED, OR AS AMENDED BY THESE PLANS OR THESE NOTES, AND AS ORDERED BY THE

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

CONFORM TO THE APPLICABLE SPECIFICATIONS AS SET FORTH IN THE MUTCD AND IN SECTION 619, WORK

ALL TRAFFIC CONTROL DEVICES AND SCHEMES USED FOR MAINTENANCE AND PROTECTION OF TRAFFIC SHALL

ANDvHIGHWAYS.

STATEvSUPPLEMENT TO THE NATIONAL MANUAL ONvUNIFORM TRAFFIC CONTROL DEVICES FOR STREETS

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS - 2009 EDITION; WITH THE CURRENT NEW YORK

"MUTCD", AS REFERENCED IN THESE CONTRACT DOCUMENTS, SHALL MEAN THE NATIONAL MANUAL ON UNIFORM

12.

11.

10.

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h w z t c .d g n

E B

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

518.453.4500 www.chasolutions.com

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h w z t c .d g n

M A

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

15-MAY-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

G R I D

N O

R T

20'-0"20'-0"20'-0"

PULL OFF

10'-0"

1'-0"

S FRONTENAC POINT ROAD

TRAVEL LANE

MATCH

ORIGINAL GROUND

ITEM 610.1602 (TYP)

4" - ITEM 610.1403 AND

ITEM 203.02

6" - ITEM 304.12

NOTES:

PLAN

TRAFFIC CONTROL

WORK ZONE

A. DAMES

J. SHIELDS

M. WHITE

NTS WZTC-2

ITEM 407.0103

ROAD OVERLAY DETAILS.

SEE TYP-1 FOR FRONTENAC ROAD AND S FONTENAC POINT

NOT REQUIRE TREE REMOVAL.

PULL OFFS SHALL BE INSTALLED IN LOCATIONS THAT DO

ARE APPROXIMATE AND SHALL BE ADJUSTED A.O.B.E. ALL

THE LOCATION OF ALL PULL OFFS SHOWN ON THIS PLAN

CLOSURE OF BIN 2209490.

POINT ROAD SHOWN SHALL BE COMPLETED PRIOR TO THE

ASPHALT OVERLAY AND ALL PULL OFFS ON S FRONTENAC

THE FRONTENAC ROAD AND S FRONTENAC POINT ROAD

1•" - ITEM 404.0983

2" - ITEM 404.1989

BIN 2209490

u u u

MEET EXISTING ASPHALT

PULL OFF 2

PULL OFF 3 PULL OFF 4

u450'

(SEE NOTE 2, TYP)

u550'

N Y

ONT

ENAC

P O

R D

F R O N T E N

S F

RONTENAC R

EXI

STI

GRAVEL

DRI

VEWAY

C O

N S T

R U C T

P T

(TYP)

(SEE DETAIL, THIS SHEET)

PULL OFF 1

T E

E R L

A Y

(S E E

N O T E

O F

O V E R L A Y

FRONTENAC ROAD AND S FRONTENAC POINT ROAD IMPROVEMENTS

NTS

PULL OFF DETAIL

S FRONTENAC POINT ROAD

NTS

SECTION A-A

P r o j e c t s

A N

K .0

D e s i g n

D r a w i n g s

H w y c p h w z t c .d g n

E B

T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

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

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

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

SHEET

Plot Date:

28-FEB-2024

Checked By:

Drawn By:

Scale:

68763

SENECA COUNTY, NEW YORK

TOWN OF COVERT,

(BIN 2209490)

BRIDGE REPLACEMENT

TRUMANSBURG CREEK

FRONTENAC RD OVER

PIN 3755.41

518.453.4500 www.chasolutions.com

Albany, NY 12205-0269

III Winners Circle, PO Box 5269

WORK ZONE

CLOSED

BRIDGE

500'500'

500'

OAK HARBOR RD

S A V E R C O O L

R D

F R O N T E N A C

R D

F R O N T E N A C

R D

FRONTE

NAC

POI

NY 89

N Y

C A

Y U

BRIDGE CLOSED

LOCAL TRAFFIC ONLY

MILES AHEAD3

BRIDGE CLOSED

LOCAL TRAFFIC ONLY

MILES AHEAD

500 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

500 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

THIS SHEET

SEE INSET

36"x36"

NYW8-4

36"x36"

NYW8-4

48"x30"

R11-2

36"x36"

NYW8-4

36"x36"

NYW8-4

48"x30"

R11-3B

48"x30"

R11-3B

C R E E

K T R

U M

A N S B

GRID

NORTH

A. DAMES

J. SHIELDS

M. WHITE

NTS WZTC-3

WORK ZONE INSET

ROAD CLOSURE SIGNING DETAIL

PLAN

TRAFFIC CONTROL

WORK ZONE

NTS

WORK ZONE

POSITIVE BARRIER (TYP)

ITEM 619.1711 - TEMPORARY

FRONTENAC RD

GRID

NORTH

WORK ZONE

TEMPORARY SIGN

WORK ZONE TRAFFIC CONTROL LEGEND

WITH WARNING LIGHTS

ITEM 619.04 - TYPE III BARRICADE

TEMPORARY POSITIVE BARRIER

NOTE:

WITH WARNING LIGHTS (4 EA)

CONSTRUCTION BARRICADE

ITEM 619.04 - TYPE III

LIGHTS (4 EA)

BARRICADE WITH WARNING

ITEM 619.04 - TYPE III

IMPROVEMENT PLAN.

ROAD AND S FRONTENAC POINT ROAD

2209490. SEE DWG WZTC-2 FOR S FRONTENAC

COMPLETED PRIOR TO THE CLOSURE OF BIN

OFFS ON S FRONTENAC POINT ROAD SHALL BE

POINT ROAD ASPHALT OVERLAY AND ALL PULL

THE FRONTENAC ROAD AND S FRONTENAC

BOLT UWFH

X NORTH BONNET

EDGE OF PAVEMENT

DRIVEWAY

GRAVEL

51.91'

4.11'

41.83

#10

CBP

2023 SURVEY BASELINE

#20

CBP

IN PAVEMENT

MAG NAIL

IN PAVEMENT

MAG NAIL

T.H.T. CO 59

372 403

65K NYSE&G L832

FACE UP

MAG NAIL NORTH

10+00

RFM

R F

2023 SURVEY BASELINE

MAPLE

WALLNUT

CHERRY

BLACK

2023 SURVEY BASELINE

13+00

#10

CBP

#20

CBP

#30

CBP

WOODEN BRIDGE

CAUTION

BARTON

CAMP NATURE 7A TRAIL

NORTH POST

MAG NAIL

IN PAVEMENT

MAG NAIL PAVEMENT

MAG NAIL IN

IN PAVEMENT

MAG NAIL

7.8

25.48'

.0 0'

RAIL

LAST POST OF

NORTH FACE

MAG NAIL

.10

1.2

GAZEBO

CORNER OF

GAZEBO

CORNER OF

2023 SURVEY BASELINE

#20

CBP

PAVEMENT

MAG IN

EDGE OF PAVEMENT

#30

CBP

PAVEMENT

MAG IN

ELEV: 388.65'

E: 808256.9430

N: 932170.1340

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

FRONTENAC ROAD

ELEV: 386.61'

E: 808569.2000

N: 932180.6450

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

STA 10+00.00b

CBP 10

STA 13+12.43b

CBP 20

SOUTH WEST EDGE OF BRIDGEuROAD, 70

"GDB SURVEY" SET ON THE SOUTH SIDE OF FRONTENAC

CBP 20 IS A REBAR WITH PLASTIC CAP STAMPED

SOUTH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 24, 2024.