4LV006_Starr Road_PSE Plans_20250916.pdf

PDF 19 MB Posted Sep 19, 2025

Attached to: Starr Road over Taunton Gully Bridge Replacement project
Solicitation number: 2025-032
Issued by: Livingston County, New York

About this file

Written by GovTribe AI · Sep 19, 2025

This document is a comprehensive set of design and construction plans for the Starr Road Bridge Replacement Project, prepared by the Livingston County Highway Department in the Town of Leicester, New York. The project involves the complete removal and replacement of the Starr Road Bridge over Taunton Gully, with a clear span of 25 feet and a design speed of 50 mph. The bridge replacement is a federal aid project with the identification number 4LV0.06 and Bridge Inventory Number (BIN) 3361680. The project scope includes reconstructing the bridge and its immediate approaches, with work to be completed in accordance with New York State Department of Transportation (NYSDOT) standard specifications and design guidelines.

The project is funded through a federal aid program and has a design speed of 50 mph with an Average Annual Daily Traffic (AADT) of 44 vehicles in 2024. The bridge will be a reinforced concrete span unit with cast-in-place concrete wingwalls and footings, designed to meet HL-93 loading standards. The estimated quantities include various construction items such as unclassified excavation, embankment, subbase course, asphalt courses, stone filling, guide railing, and associated materials. The project involves complex engineering details, including specific reinforcement requirements, waterproofing membranes, and precise geometric design to ensure proper drainage, structural integrity, and long-term performance of the bridge infrastructure.

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4LV006_ADVERTISEMENT FOR BIDS_print.docx	DOCX document	Sep 19, 2025
4LV006_Starr Road_Final Proposal Book_20250916.pdf	PDF	Sep 19, 2025

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S ta rr

R o a d B ri d g e R e p la c e m e n t\

C A

D D

\4 L

V c p h c v r.

d g n

-A

U G

-2

M B e d fo rd

E N

A M

U S

E R

D A

T E

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

B E

D F

O R

DATEMATTHEW C. BEDFORD, P.E.

4LV0.06

SPECIFIC DESCRIPTION OF THE ALTERATION.

FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A

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

ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR

AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE

LANDSCAPE ARCHITECT, OR LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. IF

THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT,

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

PROJECT LOCATION

IN THE TOWN OF LEICESTER, LIVINGSTON COUNTY.

STARR ROAD BRIDGE CARRIES STARR ROAD OVER TAUNTON GULLY

LAKE ONTARIO

LONG I

SLAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC

CEAN

C O

N N

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A

N A

D A

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

FISCAL SHARE COST(S)

APPROVED BY:

JASON WOLFANGER

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

HIGHWAY SUPERINTENDENT 2

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.

INDEX ON SHEET NO.

IDENTIFICATION NO.

CAPITAL PROJECT

REGION: 4

COUNTY: LIVINGSTON

TOWN: LEICESTER

BIN: 3361680

SITE OF WORK

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

BRIDGE REPLACEMENT PROJECT

STARR ROAD OVER TAUNTON GULLY

P.I.N. 4LV0.06

D041389

BIN 3361680

PREPARED AND RECOMMENDED BY:

POPLI DESIGN GROUP

NYS PE LIC. NO. 103716

DATE

REPLACEMENT PROJECT

STARR ROAD OVER TAUNTON GULLY BRIDGE

DESIGN SPEED: 50 MPH

AADT: 44 (2024)

FUNCTIONAL CLASSIFICATION: RURAL- LOCAL ROAD

HIGHWAY DESIGN DATA

SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

COURSE OF THE CONTRACT SHALL BE SUBJECT TO THE APPLICABLE STANDARD

CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK ENCOUNTERED DURING THE

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

WHICH ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE NYSDOT,

STANDARD SHEETS

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 05/19/2025.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

THESE PLANS OR BY CHANGES SET FORTH IN THE CONTRACT PROJECT "PROPOSAL."

REFERENCED IN THE CONTRACT PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY

CONFORMITY WITH THE NYSDOT STANDARD SPECIFICATIONS (US CUSTOMARY)

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

SPECIFICATIONS

TAUNTON GULLY, INCLUDING RECONSTRUCTING THE IMMEDIATE APPROACHES.

REMOVAL AND REPLACEMENT OF THE BRIDGE CARRYING STARR ROAD OVER

SCOPE OF WORK

A R

R H

Y M

E D

F O

R D

BIN 3361680

08-07-2025 8/7/2025

FEDERAL AID PROJECT

BIN 3361680

D041389

P.I.N. 4LV0.06

BRIDGE REPLACEMENT PROJECT

STARR ROAD OVER TAUNTON GULLY

INDEX & ABBREVIATIONS

SHEET NO. OF

DRAWING NO.J:

S ta rr

R o a d B ri d g e R e p la c e m e n t\

C A

D D

\4 L

V c p h in d .d g n

D041389

4LV0.06

04LIVINGSTON

TOWN OF LEICESTER

STARR ROAD OVER TAUNTON GULLY

STARR ROAD BRIDGE REPLACEMENT

-A

U G

-2

R H il ly

E N

A M

U S

E R

D A

T E

BRIDGES CULVERTSPIN

M A

N A

G E

R D

E S

S U

P E

R V

COUNTY:

P R

C T

M A

N A

G E

R D

E S

D R

A F

G C

H E

C K

C H

E C

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

B E

D F

O R

3361680

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

4LV006_cph_ind.dgnDOCUMENT NAME:

IND-01

R H

Y M

E D

F O

R D

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

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

AT THE TIME THE EXPLORATION IS MADE

TO BE USED IF ONE OF THE ABOVE CANNOT BE DEFINED

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

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)

INCHES CASED DRILL HOLE4

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRM¡

SQUARE FEET

GALLON

mi lb LB

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

²ft

YD³ CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

²YD SQUARE YARDSY

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

B E

D F

O R

XX XX352

FW SW

AHB

HB W / OA

PLA

LEGEND - LINE SYMBOLOGY

SHEET NO. OF

DRAWING NO.J:

S ta rr R o a d

B ri d g e R e p la c e m e n t\ C

A D

D \4

L V c p h le g

.d g n

D041389

4LV0.06

04LIVINGSTON

TOWN OF LEICESTER

STARR ROAD OVER TAUNTON GULLY

STARR ROAD BRIDGE REPLACEMENT

-A

U G

-2

R H il ly

E N

A M

U S

E R

D A

T E

BRIDGES CULVERTSPIN

M A

N A

G E

R D

E S

S U

P E

R V

COUNTY:

P R

C T

M A

N A

G E

R D

E S

D R

A F

G C

H E

C K

C H

E C

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

B E

D F

O R

4LV006_cph_leg_01.dgnDOCUMENT NAME:

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

HAVE CORRESPONDING EXISTING FEATURES.

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

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

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

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CBPR

DDG_P

DDP_P

DDS_P

DFL_P

ESFL

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

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

HIGHWAY BOUNDARY, W/ ACCESS

EASEMENT, EXISTING

DEED LINE

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

TRANSITION CONTROL

SIGNS

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

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

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA HIGHWAY BOUNDARY, W/O ACCESS

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD JURISDICTION, HISTORIC DISTRICT

MJLL JURIS., (GREAT, MILITARY) LOT LINE

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

PROPERTY LOT LINE, APPROXIMATEMPLA

MSL SUB LOT LINE

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)

UTILITIES

FEE ACQUISITION, W/ ACCESS

FILTER, SEDIMENT LOG

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MHA HISTORICAL, ACQUISITION

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

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

APE

ATE

FEE

AFEE

FEE W / OA

LEG-01

A R

B E

D F

O R

XX XX

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

DSSD SLOTTED DRAIN

CONDUIT, UNDERGROUND

UCH CONDUIT, HANGING

UCO CONDUIT, OVERHEAD

UE ELECTRIC LINE, UNDERGROUND

UEH ELECTRIC LINE, HANGING

UEO ELECTRIC LINE, OVERHEAD

UESS ELECTRIC, SUBSTATIONS

UFO FIBER OPTIC, UNDERGROUND

UFOH FIBER OPTIC, HANGING

UFOO FIBER OPTIC, OVERHEAD

UG GAS, UNDERGROUND

UGH GAS, HANGING

UGO GAS, OVERHEAD

UIC INFORM CABLE, UNDERGROUND

UICH INFORM CABLE, HANGING

OIL LINE, UNDERGROUNDUO

UOH OIL LINE, HANGING

UPBP POLE, BRACE, PUSH BRACE

POLE, GUY WIRE

USA

USAH SANITARY SEWER, HANGING

SANITARY SEWER, UNDERGROUND

UT TELEPHONE, UNDERGROUND

UTH TELEPHONE, HANGING

UTO TELEPHONE, OVERHEAD

UUU UNKNOWN, UNDERGROUND

UUH UNKNOWN, HANGING

UUO UNKNOWN, OVERHEAD

UW WATER LINE, UNDERGROUND

UWH WATER LINE, HANGING

UWO WATER LINE, OVERHEAD

UETO ELECTRIC TRANSMISSION, OVERHEAD

USAF SANITARY SEWER, FORCE MAIN, UGND

USAFH SANITARY SEWER, FORCE MAIN, HANG

UTV

UTVH

UTVO

CABLE TV, UNDERGROUND

CABLE TV, HANGING

CABLE TV, OVERHEAD

UPGW

UNDERDRAINDUD_P

OET

OFO

SAF

CTV

OCTV

OUU

RFM

LEGEND - POINT SYMBOLOGY

SHEET NO. OF

DRAWING NO.J:

S ta rr R o a d

B ri d g e R e p la c e m e n t\ C

A D

D \4

L V c p h le g

.d g n

D041389

4LV0.06

04LIVINGSTON

TOWN OF LEICESTER

STARR ROAD OVER TAUNTON GULLY

STARR ROAD BRIDGE REPLACEMENT

-A

U G

-2

R H il ly

E N

A M

U S

E R

D A

T E

BRIDGES CULVERTSPIN

M A

N A

G E

R D

E S

S U

P E

R V

COUNTY:

P R

C T

M A

N A

G E

R D

E S

D R

A F

G C

H E

C K

C H

E C

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

B E

D F

O R

4LV006_cph_leg_02.dgnDOCUMENT NAME:

LEG-02

R H

Y N

R T

E D

F O

R D

CBP

CBPOL

CBSP

CBTP

BRIDGE, SCUPPER

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

SDEL

SRM

SPM PARKING METER

POST, SINGLE

PT., WALL LOCATION

PT., TREE W/ WIRE

PT., STAKE

PT., RAILROAD SPIKE

PT., SPIKE

PT., NAIL

PT., MONUMENT, MISC.

PT., MONUMENT

PT., IRON ROD

PT., IRON PIPE

PT., FENCE LOCATION

PT., DRILL HOLE

HISTORICAL, BLDG. CORNERS

HIGHWAY BNDRY., APPROX.

HIGHWAY BNDRY, PT.

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

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

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

MEPAP_P

EIOP_P

ADPI_P DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BASELINE, POINT

BASELINE, POINT ON LINE

BSC

LTW_P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE ACQUISITION

TWZBCD_P

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RES_P

RGA

RGP

ELEVATION, SPOT

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPV

CPSM

CPH

S_P

SB_P

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., FILTER LOG

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPEFL_P

EIPP_P

EIPSF_P

ADPL_P

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

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, VERT., PHOTOGRAMMETRY

CORRESPONDING EXISTING FEATURES.

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

SHOULD BE LABELED ON THE PLANS.

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

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

(0.015 in ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

TRAP, SEDIMENT

WETLAND FLAGEWFG

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

ETRS_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

NAMENAME NAME NAME DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

DRAINAGE

CULV

PRFB

CDPD

EZ-T

R M

WVR

P1 M1

FEE

M1 P1

FEE WO/A

M1 P1

XX XX

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APRC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

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

ATS

AST

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

POINT OF COMPOUND CURVATURE

DINV

DS STRUCTURE, RECTANGULAR

INVERT ANTENNAS

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

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

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

UNKNOWN, JUNCTION BOX

UTVLM

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

DSMTXX_P

IDEFAULT

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

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

"XX" = 48, 60, 72, 84, 96

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

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

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

VMS

PVMS

RWIS

WIM

GENERAL NOTES

DRAWING NO.J:

S ta rr R o a d

B ri d g e R e p la c e m e n t\ C

A D

D \4

L V c p h g n n .d g n

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

-A

U G

-2

R H il ly

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

E N

A M

U S

E R

D A

T E

ON:

ALTERED BY:

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

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

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

REGION:

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

B E

D F

O R

4LV006_cph_gnn.dgnDOCUMENT NAME:

GN-01

BRIDGE GENERAL NOTES

ENGINEER BEFORE PROCEEDING.

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

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

THESE MATERIALS ARE NOT TO BE DISTURBED IN ANY WAY. SHOULD THE CONTRACTOR DISTURB

OR REMOVAL OF ANY OF THESE MATERIALS. IT IS THE EXPRESS INTENT OF THIS CONTRACT THAT

BE PERFORMED UNDER THIS CONTRACT DOES NOT REQUIRE THE DISTURBANCE, DESTRUCTION

NO KNOWN ASBESTOS CONTAINING MATERIALS ARE BELIEVED TO EXIST AND/OR THE WORK TO

ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN U.S. CUSTOMARY UNITS.

PROPORTIONAL AND ARE FULLY DIMENSIONED.

SCALE FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO

DESIGN LIVE LOAD: AASHTO HL - 93.

THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION.

CURRENT VERSION OF THE AASHTO MAINTENANCE MANUAL FOR ROADWAYS AND BRIDGES.

THIS BRIDGE SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE

MATERIALS WITH ALL PROVISIONS IN EFFECT AS OF AUGUST 2025.

CONSTRUCTION SPECIFICATIONS: NYSDOT STANDARD SPECIFICATIONS - CONSTRUCTION AND

CONCRETE FOR SUBSTRUCTURES AT 28 DAYS: f'c = 4000 psi, STEEL REINFORCEMENT: 60 ksi.)

IN EFFECT AS OF AUGUST 2025 (FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF

DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS WITH ALL PROVISIONS

FOUNDATION NOTES

TO BE PLACED, OR ADDITIONAL ROCK HAS TO BE EXCAVATED.

SUBSTRUCTURE HAS TO BE REDESIGNED, ADDITIONAL FOOTING CONCRETE HAS

DESIGN ENGINEER WILL DETERMINE IF: THE FOUNDATION FOR THE

- THE ENGINEER WILL NOTIFY THE DESIGN ENGINEER OF THIS CONDITION. THE

ELEAVTION

B. ROCK SURFACE MORE THAN 2 FEET FROM THE PROPOSED BOTTOM-OF-FOOTING

THAT THE TOP-OF-FOOTING ELEVATION CAN BE ACHIEVED.

- IF THE ROCK SURFACE IS LOWER, PLACE ADDITIONAL FOOTING CONCRETE SO

FOOTING THICKNESS CAN BE PLACED.

- IF THE ROCK SURFACE IS HIGHER, REMOVE THE ROCK SO THAT THE MINIMUM

A. ROCK SURFACE WITHIN 2 FEET OF THE PROPOSED BOTTOM-OF-FOOTING ELEVATION

FOUND AT THE ELEVATION SHOWN ON THE CONTRACT PLANS:

ADHERE TO THE FOLLOWING PROCEDURES IF THE ROCK SURFACE AT A SUBSTRUCTURE IS NOT

LIMIT STATE BEARING PRESSURES SHOWN ON THE CONTRACT PLANS.

REQUIRED TO INSPECT THE ROCK TO DETERMINE IF IT IS COMPETENT TO SUPPORT THE SERVICE

AT EACH OF THE SUBSTRUCTURES SUPPORTED ON ROCK, AN ENGINEERING GEOLOGIST WILL BE

OF ACTUAL WATER CONDITIONS AT THE TIME OF CONSTRUCTION.

THE WATER LEVELS NOTED ON THE BORING LOGS FOR THIS STRUCTURE MAY NOT BE INDICATIVE

BORING LOGS ARE PROVIDED ON DRAWING NO. BR-03.

PERFORMED FOR THIS PROJECT AT THE LOCATIONS INDICATED ON DRAWING NO. BR-01. SOIL

LIVINGSTON COUNTY HIGHWAY DEPARTMENT. SUBSURFACE EXPLORATIONS HAVE BEEN

IS AVAILABLE AT THE A GEOTECHNICAL REPORT HAS BEEN PREPARED FOR THIS PROJECT AND

ALL FOUNDATIONS SHALL CONSIST OF SPREAD FOOTINGS ON ROCK.

INCLUDED IN THE UNIT PRICE BID FOR ITEM 203.03 - EMBANKMENT IN PLACE.

THE COST OF WATER USED FOR COMPACTION OF EMBANKMENT IN PLACE MATERIAL SHALL BE

PRICE BID FOR ITEM 203.21 - SELECT STRUCTURE FILL.

THE COST OF WATER USED FOR COMPACTION OF SELECT FILL SHALL BE INCLUDED IN THE UNIT

PLACED SIMULTANEOUSLY, ON BOTH SIDES OF THE VERTICAL PAYMENT LINE.

EMBANKMENT IN PLACE, ITEM 203.03 AND SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE

PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY.

ALL PLACEMENTS OF SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE COMPACTED TO 95

SUBSTRUCTURE NOTES

VARIOUS ITEMS OF THE CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

CONTRACTION AND EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE

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

CONSTRUCTION JOINTS SHALL BE PROVIDED WITH SHEAR KEYS AND WATERSTOPS.

CONSTRUCTION JOINTS IN THE FOOTINGS AT LOCATIONS NOT SHOWN ON THE PLANS. THESE

THE CONTRACTOR, WITH THE APPROVAL OF THE ENGINEER, MAY ELECT TO INTRODUCE

REMOVAL NOTES

DEPARTMENT.

RECORD PLANS FOR THIS STRUCTURE ARE AVAILABLE AT THE LIVINGSTON COUNTY HIGHWAY

REVIEW IS NOT REQUIRED.

DESIGN ENGINEER THIRTY (30) DAYS PRIOR TO BEGINNING THE DEMOLITION. A THIRD-PARTY

A REMOVAL PLAN, SEALED BY A PROFESSIONAL ENGINEER, SHALL BE SUBMITTED TO THE

REQUIREMENTS, OF THE NYSDOT STANDARD SPECIFICATIONS - CONSTRUCTION AND MATERIALS.

SUPERSTRUCTURE REMOVAL SHALL MEET THE PROVISIONS OF §202-3.01 GENERAL AND SAFETY

SUPERSTRUCTURES.

EXISTING SUPERSTRUCTURE SHALL BE REMOVED UNDER ITEM 202.120001 - REMOVING EXISTING

UNDER ITEM 202.19 - REMOVAL OF SUBSTRUCTURES.

EXISTING SUBSTRUCTURES SHALL BE REMOVED WITHIN THE PAY LIMITS SHOWN IN THE PLANS

A R

B E

D F

O R

D M

E D

F O

R D

HYDRAULIC NOTES

REFER TO DRAWING NO. ESC-02 FOR HYDRAULIC NOTES.1.

RECONSTRUCTION NOTES

CONSTRUCTION IS COMPLETED.

CONTRACTOR SHALL PROTECT IT DURING CONSTRUCTION OR REMOVE AND REMOUNT IT AFTER

IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) PLATE ATTACHED, THE

PRICE BID USING THE APPROPRIATE ITEMS IN THE CONTRACT.

PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL

REMOVED AND DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE COUNTY.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE BRIDGE SHALL BE

PROTECTION IS PROVIDED.

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

PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF ADEQUATE PROTECTIVE

SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, NETS, SCREENS OR OTHER

DEBRIS, AND OTHER MATERIAL TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE,

INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS.

COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE

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

THE CONTRACTOR.

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

WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE DAMAGED MATERIALS SHALL BE

DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR

TO REMAIN IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, WILL NOT BE

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE

THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES.

FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD

COMMENCEMENT OF WORK. THE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON

RECONSTRUCTION WORK CANNOT BE ACCURATELY DETERMINED PRIOR TO THE

DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF

FEATURE LIMITS MILESFEATURES TO BE MAINTAINED

STARR ROAD TABLE OF MAINTENANCE JURISDICTION

MILES

LANE

AGENCY AUTHORITY FOR MAINTENANCE

HIGHWAY

STRUCTURE

SNOW REMOVAL

S 12+00.00

S 10+00.00 -

LANDSCAPING, DRAINAGE, GUIDE RAIL

PAVEMENT, SHOULDERS, STRIPING, SIGNS,

0.038 0.076

LEICESTER

TOWN OF

HIGHWAY LAW SECTION 140

S 11+12.50

S 10+87.50 -

S 12+00.00

S 10+00.00 -

ENTIRE STRUCTURE

SNOW REMOVAL ON HIGHWAY AND BRIDGE

0.0100.005

0.0760.038

COUNTY

LIVINGSTON

LEICESTER

TOWN OF

HIGHWAY LAW SECTION 238

HIGHWAY LAW SECTION 140

XX XX355

08-07-2025

HIGHWAY TYPICAL SECTION

2 MIN. (TYP.)

N.T.S.

PAVEMENT STEP WITH GUIDE RAIL DETAIL

4"SEE NOTE 3

SAFETY EDGE

R = 4'-0"

STA. S 10+00.00 TO STA. S 12+00.00

N.T.S.

TYPICAL RECONSTRUCTION SECTION

(SEE NOTE 5)

STRIP

CONTROL

2'-0"

BREAK

SHOULDER

2'-3"

BREAK

SHOULDER

2'-3"

SHOULDER

4'-0"

SHOULDER

4'-0"

TRAVEL LANE

VARIES TO 11'-0"

TRAVEL LANE

VARIES TO 11'-0"

TO 2% MAX.

VARIES

TO 2% MAX.

VARIES

TO 2% MAX.

VARIES

TO 2% MAX.

VARIES

TOPSOIL - ROADSIDE (4" TYP.), ITEM 610.1402

TURF ESTABLISHMENT - ROADSIDE, ITEM 610.1601

ITEM 203.03

LIMITS OF PAYMENT

ITEM 203.02

UNCLASSIFIED EXCAVATION AND DISPOSAL

GROUND

EXISTING

ITEM 407.0102

DILUTED TACK COAT

¡, H.C.L., T.G.L.

1½" TOP COURSE, ITEM 404.0983

2½" BINDER COURSE, ITEM 404.1989

3" BASE COURSE, ITEM 404.3789

12" SUBBASE COURSE, OPTIONAL TYPE, ITEM 304.15 ITEM 606.10

GUIDE RAIL (TYP.)

R = 4'-0" (TYP.)

WITH GUIDE RAIL DETAIL

SEE PAVEMENT STEP

STRIP

CONTROL

2'-0"

STRIP

CONTROL

2'-0"

BREAK

SHOULDER

2'-3"

BREAK

SHOULDER

2'-3"

ITEM 418.7603 (SEE NOTE 2)

ASPHALT PAVEMENT JOINT ADHESIVE

S ta rr

R o a d B ri d g e R e p la c e m e n t\

C A

D D

\4 L

V c p h ty p .d g n

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

-A

U G

-2

R H il ly

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

E N

A M

U S

E R

D A

T E

ON:

ALTERED BY:

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

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

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

REGION:

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

B E

D F

O R

4LV006_cph_typ.dgnDOCUMENT NAME:

ITEM DESCRIPTION UNIT ITEM DESCRIPTION UNIT

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

203.03 EMBANKMENT IN PLACE CY

SUBBASE COURSE, OPTIONAL TYPE304.15 CY

9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION404.0983 TON

19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION404.1989 TON

37.5 F9 BASE COURSE ASPHALT, 80 SERIES COMPACTION404.3789 TON

DILUTED TACK COAT407.0102 GAL

ASPHALT PAVEMENT JOINT ADHESIVE418.7603 LF

606.10 BOX BEAM GUIDE RAILING LF

610.1402 TOPSOIL - ROADSIDE CY

610.1601 TURF ESTABLISHMENT - ROADSIDE SY

TYP-01

B E

D F

O R

D E

A X

T E

R E

H O

M P

S O

N E

H O

M P

S O

CONTROL STRIP PAID FOR UNDER TOP COURSE ITEM.

SECTION WHERE POSSIBLE.

GRADE DITCH FORESLOPE TO CONNECT WITH SHOULDER BREAK OF ROADWAY

SAFETY EDGE TAPER IS TO BE 35 DEGREES FROM THE FINISHED GRADE.

TOP COURSE.

PAVEMENT JOINT ADHESIVE SHALL BE APPLIED AT ALL PAVEMENT JOINTS IN THE

DILUTED TACK COAT SHALL BE APPLIED BETWEEN ALL PAVEMENT COURSES.

NOTES:

E B

A X

T E

XX XX356

BEDROCK

GRAVEL

RIGHT CURVE AHEAD ARROW

E.P.

DITCH

W . E.

DITCH

WOODED/BRUSH AREA

OLD

BRIDGE

WALL

WOODED/BRUSH AREA

STARR ROAD

S 10+00

S 11+00

S 12+00

S 14+00

S 13+00

S 8+00

S 9+00

BEDROCK

GRAVEL

RIGHT CURVE AHEAD ARROW

E.P.

DITCH

W . E.

DITCH

WOODED/BRUSH AREA

OLD

BRIDGE

WALL

WOODED/BRUSH AREA

STARR ROAD

S 10+00

S 11+00

S 12+00

S 14+00

S 13+00

S 8+00

S 9+00

S 10+00 S 11+00

S 12+00

S 14+00

S 13+00

S 8+00

S 9+00

ROAD CLOSURE WITH BRIDGE OUT

SCALE: 1"=40'

WORK ZONE TRAFFIC CONTROL NOTES

THE FOLLOWING NOTES ARE INTENDED TO SUPPLEMENT AND CLARIFY REQUIREMENTS SET FORTH IN SECTION 619 OF THE

NYSDOT STANDARD SPECIFICATIONS AND THE 619 STANDARD SHEETS.

GENERAL NOTES

1. PRIOR TO THE START OF ANY WORK OPERATIONS, ALL RELATED WORK FOR PROPOSED WORK ZONE TRAFFIC CONTROL SHALL BE COMPLETE. THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS, ETC.), FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED WORK.

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

ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS DETERMINED BY THE ENGINEER, COST TO BE INCLUDED IN THE PRICE BID FOR THE APPROPRIATE ITEMS. IF AT ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED WITHIN A WORK ZONE OR WORKER SAFETY IS NOT PROPERLY

ADDRESSED, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY.

3. WEEDS, SHRUBBERY, CONSTRUCTION MATERIALS, EQUIPMENT, VEHICLES, OR WORKERS SHALL NOT OBSCURE TRAFFIC CONTROL DEVICES OR OBSTRUCT TRAFFIC. THE CONTRACTOR SHALL BE REQUIRED TO TRIM ANY FOLIAGE OBSTRUCTING THE VISIBILITY OF ANY TRAFFIC CONTROL DEVICE WHETHER PERMANENT, TEMPORARY, OR CONSTRUCTION. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC

CONTROL.

4. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL (WZTC) PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT

TO APPROVAL OF THE ENGINEER.

5. ANY SIGNS WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO

THEIR ORIGINAL CONDITION AND/OR LOCATION.

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

7. THE CONTRACTOR SHALL COORDINATE ANY WORK WITH OTHER CONTRACTORS, UTILITY COMPANIES, MUNICIPALITIES, AND PERMITTEES IN ACCORDANCE WITH STANDARD SPECIFICATION 105-06, TO ENSURE ALL TRAFFIC IS PROPERLY AND

SAFELY MAINTAINED.

8. CONTRACTOR SHALL TEMPORARILY MOVE SIGNAGE LIMITS AS SHOWN TO COMPLETE THE WORK FOR THE GRADING AND PAVING LIMITS. DURING THIS TIME IT WILL BE THE CONTRACTOR'S RESPONSIBLITY TO PROVIDE ACCESS TO ALL

DRIVEWAYS WITHIN THE WORK LIMITS.

NOTIFICATIONS AND EMERGENCY ACCESS

1. THE CONTRACTOR IS REQUIRED TO CONTACT ALL SCHOOLS AND EMERGENCY RESPONSE AGENCIES THAT MAY BE AFFECTED BY WORK ASSOCIATED WITH THIS PROJECT TO NOTIFY THEM OF ANTICIPATED CHANGES IN TRAVEL CONDITIONS. IN ADDITION, THESE ORGANIZATIONS SHALL BE UPDATED EACH TIME PROJECT ACTIVITIES CHANGE AND NEW TRAVEL CONDITIONS ARE CREATED. NOTIFICATIONS AND UPDATES SHALL BE PROVIDED AT LEAST TWO WEEKS

PRIOR TO THE ALTERATION OF TRAVEL CONDITIONS.

PUBLIC ACCESS

1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE.

2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM DRIVEWAYS TO AND FROM THE

WORK AREA.

DETOUR SIGNAGE

1. REFER TO SHEET WZTC1-02 FOR THE DETOUR ROUTE AND SIGNAGE.

LEGEND

TYPE III BARRICADE

SIGN

WARNING LIGHT

WORK AREA

ITEM 619.04 - TYPE III

BARRICADES WITH LIGHTS

(TYP.)

CONTRACTOR SHALL COORDINATE TO

ENSURE ACCEPTABLE ACCESS TO

BOTSFORD ROAD DURING CONSTRUCTION

ITEM 619.04 - TYPE III

BARRICADES (TYP.)

ITEM 619.04 - TYPE III

BARRICADES (TYP.)

ITEM 619.1711 - TEMPORARY POSITIVE BARRIER - CATEGORY 1

(PINNING PROHIBITED), 14 LF WITH 3 WARNING LIGHTS EACH,

ITEM 619.1719 (TYP.), PLACE BARRIER AT 15° ANGLE TO THE

ROAD CENTERLINE. DO NOT PIN BARRIER. KEEP AREA BEHIND

BARRIER FREE FROM DEBRIS AND PARKED EQUIPMENT TO

ALLOW FOR BARRIER DEFLECTION (TYP.)

R11-2 (MOD.)

ITEM 619.04 - TYPE III BARRICADES

WITH LIGHTS (TYP.)

SIGN SUPPORT

TYPE III BARRICADE

SIGN SUPPORT WARNING

PANELS

SIGN

R11-2 (MOD.)

SHEET NO. OF

DRAWING NO.DG

FIL

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

TIM

ME BRIDGES CULVERTSPIN

COUNTY:

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

AFFIX SEAL:

ON:

FIL

/TI

ALTERED BY:

ON:

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, 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 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.

CONTRACT NUMBER

REGION:

T M

TIN

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

DGN$FILENAMESDOCUMENT NAME:

WORK ZONE TRAFFIC CONTROL

NOTES AND DETAILS WZTC1-01

33 7

WARNING

LIGHTS,

TYPE B

SIGN

CLOSURE SIGN PLACEMENT DETAIL

NOT TO SCALE

0 20 40 60 8020

1" = 40'

CONTRACTOR SHALL COORDINATE TO

ENSURE ACCEPTABLE ACCESS TO

DRIVEWAY DURING CONSTRUCTION

Xref 4LV006_fea_contain.dwgXref 4LV006_fea_excavation limit.dwg

WZTC-01

STARR RD.

WORK ZONE

(SEE NOTE 3)

PEORIA RD.

WALLACE RD.

OLD STATE RD.

COVINGTON RD.

BARBER RD.

COVINGTON RD.

NEW RD.

BRIAN RD.

LIN

R D.

COVERDALE RD.

R D.

- R

. 3

R D.

- R

. 3

CHANDLER RD.

BOTSFORD RD.

STARR ROAD DETOUR PLAN

NOT TO SCALE

SIGN # LOC.

BRIDGE OUT

800 FEET AHEAD R11-3B

LOCAL TRAFFIC ONLY

DETOUR M4-10R

BRIDGE OUT

112 MILES AHEAD R11-3B

LOCAL TRAFFIC ONLY

DETOUR M4-10L

7, 8

SIGN # LOC.

11, 12, 13, 14, 15, 41, 16, 17

DETOUR

D3-1

M4-9

WEST M3-4

DETOUR

D3-1

M4-9L

WEST M3-4

BRIDGE

CLOSED

1 MILE

NYW8-4

NOTES:

1. SEE DWG. WZTC1-01 FOR

ROAD CLOSURE LAYOUT AT

BRIDGE WITH "BRIDGE OUT"

SIGN PLACEMENT DETAIL. R11-2 (MOD.)

5 C

BRIDGE

CLOSED

500 FT

NYW8-43, 4C

BRIDGE

CLOSED

1000 FT

NYW8-4

D3-1Starr Rd

WEST M3-4

M4-8AEND

DETOUR

D3-1

M4-9

EAST M3-2

21, 22, 23, 24, 25, 43, J

26, 27, DETOUR

D3-1

M4-9R

EAST M3-2

K M

9, 10

D3-1

EAST M3-2

M4-8AEND

DETOUR

29, 30

DETOUR

D3-1

M4-9L

EAST M3-2

18, 19, DETOUR

D3-1

M4-9R

WEST M3-4

LEGEND

DETOUR ROUTE

1. DETOUR AND CONSTRUCTION SIGNS SHALL BE PAID FOR UNDER ITEM 619.01, BASIC WORK ZONE TRAFFIC

CONTROL.

2. ALL DETOUR SIGNS, INCLUDING ADVANCED BRIDGE CLOSED AND BRIDGE OUT SIGNS, SHALL BE COVERED

OR REMOVED WHEN FULL CLOSURE IS NOT IN EFFECT.

3. THE R11-2 (MOD.) "BRIDGE OUT" SIGN WITH TYPE III BARRICADES AT CLOSURE POINTS ON STARR ROAD SHALL BE ARRANGED RESTRICTING ACCESS TO THE WORK ZONE. REFER TO DRAWING WZTC1-01.

4. FLASHING WARNING LIGHTS (TYPE B) SHALL BE INSTALLED ON ALL BARRICADES USED TO CLOSE THE

ROADWAY. COST TO BE INCLUDED IN ITEM 619.01.

5. ALL D3-1 SIGNS SHALL BE WHITE LETTERS ON GREEN BACKGROUND.

6. ALL M5-1 SIGNS SHALL BE BLACK ARROWS ON ORANGE BACKGROUND.

7. SEE NYSDOT STANDARD SHEET 619-012 SIGN TABLE FOR SIGN DATA, COLOR, AND SIZES. ALL SIGNS SHALL

BE "NON-FREEWAY" SIZE AS DEFINED ON THE STANDARD SHEET TABLES.

8. SEE NYSDOT STANDARD SHEET 619-503 FOR TYPICAL SIGN SPACING AT APPROACHES TO INTERSECTIONS.

SIGN #

LOCATION

DETOUR SIGNING NOTES

WZTC SIGN

WORK ZONE

N 31, 32

O 33, 34

P 35, 36, J

Q 38, 39, Q

D3-1

M5-1R

(SEE NOTE 6)

EAST M3-2

M4-8DETOUR

D3-1

M5-1L

(SEE NOTE 6)

WEST M3-4

M4-8DETOUR

D3-1

WEST M3-4

M4-8DETOUR

D3-1

EAST M3-2

M4-8DETOUR

M5-1R

(SEE NOTE 6)

M5-1L

(SEE NOTE 6)

SHEET NO. OF

DRAWING NO.DG

FIL

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

TIM

ME BRIDGES CULVERTSPIN

COUNTY:

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

AFFIX SEAL:

ON:

FIL

/TI

ALTERED BY:

ON:

CONTRACT NUMBER

REGION:

T M

TIN

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

DGN$FILENAMESDOCUMENT NAME:

WORK ZONE TRAFFIC CONTROL

DETOUR PLAN AND TABLES WZTC1-02

33 8

WZTC SIGN TABLE

SIGN SIGN

Starr Rd

WZTC-02

A S S U

M E D T

O B

E D

E E D E D T

O P

A T E O

W N E R

O R

A L R

H T -O

F -W

A Y

SCALE

NOT

BLP-30

53.76'

7.9 8'

TO PEORIA RD.

SCALE

NOT

20.17'

.2 7'

BLP-20

SCALE

NOT

BLP-10

54.26'

TAUNTON GULLY.

OF EDGE OF PAVEMENT, 6` SOUTH OF THE BRIDGE OVER

LOCATED ON THE EAST SIDE OF STARR ROAD, 10'` EAST

POINT 20 IS A REBAR AND CAP £DESCRIPTION:

SURVEY CONTROL PLAN

S ta rr

R o a d B ri d g e R e p la c e m e n t\

C A

D D

\4 L

V c p h sc p .d g n

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

-A

U G

-2

M B e d fo rd

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

E N

A M

U S

E R

D A

T E

ON:

ALTERED BY:

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

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

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

REGION:

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

B E

D F

O R

4LV006_cph_scp.dgnDOCUMENT NAME:

AHEAD

LEFT CURVE

GRAVEL

CORN FIELD

AHEAD

LEFT CURVE

ROAD

STARR RO

NYS

W . F

O F

R O A D

A R R

RIG

INAL RIG

HT-O

F-W

FEE

AP 281, PARCEL 1

L. 849 P. 67

T.M. 78.00-1-16.1

(REPUTED OWNER)

GERALD W. HULL

L. 629 P. 101

T.M. 78.00-1-20

(REPUTED OWNERS)

BARBARA BARRET

DONALD L. BARRET AND

#2332 PEORIA ROAD

H T-O

F-W

RIGHT-OF-WAY

RIG

HT-O

F-W

RIGHT-OF-WAY

L. 849 P. 67

T.M. 78.00-1-16.1

(REPUTED OWNER)

GERALD W. HULL

ORIG

INAL R

IGHT-O

F-W

FEE

MAP 281, PARCEL 1

MAP 2

81, PARCEL 1

- FE

L. 849 P. 67

T.M. 78.00-1-16.1

(REPUTED OWNER)

GERALD W. HULL

L. 849 P. 67

T.M . 78.00-1-16.1

(REPUTED O

NER)

ERALD W

. HULL

L. 1301 P. 2501

T.M. 78.00-1-16.2

(REPUTED OWNERS)

DAVID PAUL KOCH

DAVID PHILLIPS KOCH AND

#2310 PEORIA RD

L. 849 P. 67 T.M. 78.00-1-16.1

(REPUTED OWNER)

GERALD W. HULL

E.P.E.P.

E.P.

WOODED/BRUSH AREA

WOODED/BRUSH AREAWOODED/BRUSH AREA

WOODED/BRUSH AREA

OODED/BRUSH AREA

F L O

W G

U L

T A

U N T

STARR ROAD

WOODED/BRUSH AREA

STARR ROAD

11+00

12+00

13+00

14+00

15+00 16+00 17+00

18+00 19+00

20+00

ELEV 829.86'

E 1327625.8101

N 1021429.9399

STA. 14+85.82

BLP-20

ELEV 862.24'

E 1327156.4218

N 1021304.6661

STA

. 10+00.00

LP-30

N42°31'47"E

N75°03'24"E

2024 SURVEY BASELINE

STREET BOUNDARY

REE

T B

OUNDARYS

T R E E T B

O U

N D

A R

STREET BOUNDARY

STR

EET BO

U N D

ARY

E.P.

ELEV 844.78'

E 1328002.7019

N 1021840.8167

STA. 20+43.37

BLP-10

INVERT

12" CPP

EDGE OF PAVEMENT

CORNE

NE GULLY

TAUNTON

H M

D R

L H O

MENT

EDGE

G U

W -B

O F

G E

O F

1.00006085)

AVERAGE COMBINED SCALE FACTOR (GROUND TO GRID)= 0.99993915, (GRID TO GROUND =

PROJECT UNITS: U.S. SURVEY FEET

GEOID MODEL: GEOID18

PROCEDURES, AND CONSTRAINED ON-SITE VIA DIFFERENTIAL LEVELS.

VERTICAL DATUM IS REFERENCED TO NAVD88, ESTABLISHED BY GNSS LAND SURVEYING

BY GNSS AND TOTAL STATION LAND SURVEYING PROCEDURES.

- 2010.00, NEW YORK STATE PLANE COORDINATE SYSTEM, WEST ZONE (3103), ESTABLISHED

HORIZONTAL DATUM IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(2011) EPOCH

G R

N O R

SUR-01

0 40 80 120 160'40

1" = 80'

SCALE: 1" = 80'-0"

SURVEY CONTROL PLAN

SURVEY NOTES:

AVERAGE COMBINED SCALE FACTOR (GROUND TO GRID)= 0.99993915, (GRID TO GROUND = 1.00006085)

PROJECT UNITS: U.S. SURVEY FEET

GEOID MODEL: GEOID18

AND CONSTRAINED ON-SITE VIA DIFFERENTIAL LEVELS.

VERTICAL DATUM IS REFERENCED TO NAVD88, ESTABLISHED BY GNSS LAND SURVEYING PROCEDURES, STATION LAND SURVEYING PROCEDURES.

NEW YORK STATE PLANE COORDINATE SYSTEM, WEST ZONE (3103), ESTABLISHED BY GNSS AND TOTAL

HORIZONTAL DATUM IS REFERENCED TO THE NORTH AMERICAN DATUM OF 1983(2011) EPOCH - 2010.00, STA. 10+00.00£BLP-30

TAUNTON GULLY.

OF PAVEMENT, 500' SOUTH WEST OF THE BRIDGE OVER

ON THE SOUTH SIDE OF STARR ROAD, 6' SOUTH OF EDGE

POINT 30 IS A REBAR AND CAP LOCATED £DESCRIPTION:

1327156.4218E:

1021304.6661N:

NAD83(2011)-NYSPCS, WEST ZONE NAVD88

ELEV: 862.24'

STA. 14+85.82£BLP-20

OVER TAUNTON GULLY.

OF EDGE OF PAVEMENT, 6' SOUTH OF THE BRIDGE

LOCATED ON THE EAST SIDE OF STARR ROAD, 10' EAST

POINT 20 IS A REBAR AND CAP £DESCRIPTION:

1327625.8101E:

1021429.9399N:

NAD83(2011)-NYSPCS, WEST ZONE NAVD88

ELEV: 829.86'

STA. 20+43.37£BLP-10

INTERSECTION.

OF EDGE OF PAVEMENT, 340' SOUTH OF PEORIA RD

LOCATED ON THE EAST SIDE OF STARR ROAD, 6' EAST

POINT 10 IS A REBAR AND CAP £DESCRIPTION:

1328002.7019E:

1021840.8167N:

NAD83(2011)-NYSPCS, WEST ZONE NAVD88

ELEV: 844.78'

BENCHMARK ID ELEVATION NORTHING EASTING DESCRIPTION

BM-1

BM-2 831.00

872.99

1327649

1328228

1021457

1022062 ROAD INTERSECTION.

BM-1 IS A R.R. SPIKE IN THE NORTH WEST FACE OF U.P. NYSEG 12-1 270 RTC 28 ON THE EAST SIDE OF STARR ROAD, 50' SOUTH OF PEORIA

SOUTH OF PEORIA ROAD AND STARR ROAD INTERSECTION.

BM-2 IS A DRILL HOLE WITH MAG NAIL SET IN THE CORNER OF THE SOUTH EAST HEADWALL FOR THE BRIDGE OVER TAUNTON GULLY, 837'

BENCHMARK TABLE

S T

R A

T T

O N

S J.

P H

S T

R A

T T

O N

R U C

R E

U N

O W

R O F

08 / 07 / 2025

9 35

N 10214 29.9399

E 13276 25.8101

ELEV 829.8

60'

BLP-20

E 1327625.8101

ELEV 829.860'

N 1021429.9399

BLP-20

N 1021304.6661

E 1327156.4218

ELEV 862.236'

BLP-30

N 1021840.8167

E 1328002.7019

ELEV 844.784'

BLP-10

S ta rr R o a d

B ri d g e R e p la c e m e n t\ C

A D

D \4

L V c p h b sl

.d g n

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

-A

U G

-2

R H il ly

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

E N

A M

U S

E R

D A

T E

ON:

ALTERED BY:

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

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

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

REGION:

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

LIVINGSTON COUNTY HIGHWAY DEPARTMENT

B E

D F

O R

4LV006_cph_bsl.dgnDOCUMENT NAME:

17+00

S 13+

16+00

S 12+0

P T S

T A S .0

BM-2

ELEV. 831.00

DRILL HOLE WITH MAG IN THE

NORTH EAST CONER OF WINGWALL

15+00

STA. 14+8

5.82

STA. 14+85.82

14+00

S 10+00

P T S

T A S .0

P T S

T A S .5

S 11+00

P C S

T A S .4

11+00 12+00 13+00

STA. 10+00.00

N75°3'24"E

2024 SURVEY BASELINE

S 8+00 S 9+00

P C S

T A S

18+00 N42°31'47"E

2024 SURVEY BASELINE

S 14+00

P T S

T A S .0

19+00 20+00

STA. 20+43.37

BASELINE TIES

SURVEY CONTROL PLAN

S T

P P

M A

T C

H A

B O

V E

S T A . 1

P P

M A T C

H B

E L

O W

S T

A . 1

P P

M A

T C

H B

E L

O W

S T A

(A P P

M A T C

H A

B O

V E

0 20 40 60 80'20

1" = 40'

N42°31 '47"E2024 S

URVEY BASELINEN75°3'24"E

2024 SURVEY BASELINE

GRID

NORTH

GRIDNORTH

G R

N O R

POINT EASTING

STARR ROAD CENTERLINE OF IMPROVEMENT COORDINATE TABLE

POB STA. S 10+00.00 1021396.981 1327549.304

NORTHING

PC STA. S 10+08.49 1021401.683 1327556.378

PI STA. S 10+68.25 1021434.765 1327606.145

PT STA. S 11+27.50 1021478.187 1327647.203

POE STA. S 12+00.00 1021530.864 1327697.015

∆ = 12.98°

CURVE NO. 1

R = 525.00'

L = 119.01'

T = 59.76'

E = 3.39'

P.C. STA. S 10+08.49

P.I. STA. S 10+68.25

P.T. STA. S 11+27.50

72.500' 43° 23'

52.8"

AZ.

11.764'

56° 26' 9.6"AZ.

POINT EASTING

STARR ROAD EXISTING CROWN COORDINATE TABLE

NORTHING

POB+PC STA. S 8+00.00

PI STA. S 9+01.23 1021345.970

POE+PT STA. S 10+00.00

POB+PC STA. S 12+00.00

PI STA. S 13+00.00 1021652.904

POE+PT STA. S 14+00.00 1021678.325

1327461.870

1328174.560

1327832.120

SUR-02

M . B

E D

F O

R D

E . B

A X

T E

R E

. B A

X T

E R

E . T

H O

M P

S O

N E

. T H

O M

P S

O N

E . T

H O

M P

S O

1021396.981 1327549.304

1021530.864 1327697.015

1021331.124 1327631.737

EX-B

CURVE

NO. 1

CURVE

EX-A

CURVE

EX-A

CURVE

EX-B

CURVE

∆ = 21.83°

CURVE EX-A

R = 525.00'

L = 200.00'

T = 101.23'

E = 9.67'

P.C. STA. S 8+00.00

P.I. STA. S 9+01.23

P.T. STA. S 10+00.00

∆ = 1.35°

CURVE EX-B

R = 8513.27'

L = 200.00'

T = 100.00'

E = 0.59'

P.C. STA. S 12+00.00

P.I. STA. S 13+00.00

P.T. STA. S 14+00.00

XX XX3510

08 / 07 / 2025

16'-0"

APPX. 44'-9"

LIMIT OF REPLACEMENT

VARIES

VARIES EXISTING

MATCH

SECTION

EXISTING DRIVEWAYITEM 608.020102

2½" BINDER

1½" TOP AND

SHEET TYP-01

PER TYPICAL SECTION ON

PROPOSED PAVEMENT SECTION

ITEM 304.15

SUBBASE COURSE

8" OPTIONAL TYPE

S 10+00

2 MIN.

4'-0"

8'-0"

2'-0"

A.O.B.E.

ROUND

EDGE OF PAVEMENT

EXISTING

N.T.S.

SECTION A-A

N.T.S.

PLAN VIEW

N.T.S.

DRIVEWAY DETAIL

STA. S 10+00.00 LT TO STA. S 10+71.01

N.T.S.

STONE-LINED CHANNEL DETAIL

ITEM 203.02

LIMITS OF PAYMENT

GROUND

EXISTING

TOPSOIL - ROADSIDE (4" TYP.), ITEM 610.1402

TURF ESTABLISHMENT - ROADSIDE, ITEM 610.1601

OF CHANNEL¡

2 MIN.

ITEM 207.20

GEOTEXTILE BEDDING

ITEM 203.03

LIMITS OF PAYMENT

ITEM 620.04

STONE FILLING (MEDIUM)

STA. S 10+60.83, 15.000 RT

STA. S 10+00.00, 13.166 RT

ITEM. 608.020102

ASPHALT DRIVEWAY

R = 33.0'

STA. S 10+37.72, 45.400 RT

STA. S 10+37.44, 59.128 RT

R = 33.0'

TOPSOIL - ROADSIDE (4" TYP.), ITEM 610.1402

TURF ESTABLISHMENT - ROADSIDE, ITEM 610.1601

UNCLASSIFIED EXCAVATION AND DISPOSAL, ITEM 203.02

AREA OF EXISTING DRIVEWAY REMOVAL (TYP.)

STA. S 10+22.99, 44.117 RT

STA. S 10+23.06, 58.987 RT

PROPOSED CONTROL LINE

PROPOSED OUTSIDE EDGE OF TRAVEL LANE

PROPOSED EDGE OF PAVEMENT

PC STA. S 10+08.49

MISCELLANEOUS DETAILS

S ta rr R o a d

B ri d g e R e p la c e m e n t\ C

A D

D \4

L V c p h m td

.d g n

STARR ROAD BRIDGE REPLACEMENT

STARR ROAD OVER TAUNTON GULLY

TOWN OF LEICESTER

LIVINGSTON 04

4LV0.06

3361680 D041389

-A

U G

-2

R H il ly

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

E N

A M

U S

E R

D A

T E

ON:

ALTERED BY:

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

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

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