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CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

D E

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N S

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IS

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IN

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K s d e n m a rk

STATE AID PROJECT

PIN 4BNY90

GENESEE COUNTY

TOWN OF LEROY

CULVERT REPLACEMENT

RANDALL ROAD OVER OATKA CREEK FEEDER

FISCAL SHARE COST(S)

GENESEE COUNTY DEPARTMENT OF PUBLIC WORKS

COMMISSIONER OF PUBLIC WORKS

LAURA WADHAMS, PE

APPROVED BY

DATE

CONTRACT D041638

TOWN OF LEROY

RANDALL ROAD

PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.1

INDEX ON SHEET NO.

COUNTY: GENESEE

IDENTIFICATION NO.

CAPITAL PROJECT

GENESEE COUNTY

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 12/24/2025.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

BY CHANGES SET FORTH IN THE CONTRACT PROJECT "PROPOSAL."

IN THE CONTRACT PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR

CONFORMITY WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED

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

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

DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT TO THE APPLICABLE

CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK ENCOUNTERED

THE PROPOSAL COVER, SHALL BE CONSIDERED TO BE IN EFFECT. ALL PAY ITEMS AND WORK

WHICH ARE CURRENT AS OF THE STANDARD SPECIFICATIONS ADOPTION DATE SHOWN ON

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

JO

B M

A N

A G

E R

LAKE ONTARIO

LONG I

SLAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC

O

CEAN

C O

N N

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

T

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A

N A

D A

CANADA

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

WORKS

DEPARTMENT OF PUBLIC

GENESEE COUNTY

CHRISTOPHER BAYER P.E.

LABELLA ASSOCIATES, DPC

PREPARED BY:

DATE

PROJECT LOCATION

CULVERT REPLACEMENT

RANDALL ROAD

BRIDGE, AND STREETSCAPE WITHIN THE RIGHT-OF-WAY.

RESPONSIBILITY FOR MAINTENANCE OF THE ROADWAY,

COUNTY HIGHWAY DEPARTMENT WILL RESUME

AFTER ACCEPTANCE OF THIS CONTRACT, GENESEE

MAINTENANCE JURISDICTION:

D041638

D041638 D041638

D041638

CIN 5J OVER OATKA CREEK TRIBUTARY

TOWN OF LEROY

IND-01

CULVERT REPLACEMENT

RANDALL ROAD OVER OATKA CREEK TRIBUTARY

GENESSEE 4

4BNY90

5JC

B A

Y E

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B

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C

B A

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C

B A

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B

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:1 s d e n m a rk

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

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A M

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U S

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D A

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

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N

S U

P E

R V

IS

O

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R O

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R A

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IN

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C H

E C

K C

H E

C K

GENESEE COUNTY DEPARTMENT

OF PUBLIC WORKS

UTILITY QUALITY LEVEL D

D041638

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

AHEAD

AZIMUTH

BACK

BASELINE

BEARING

CENTERLINE

CURVE TO SPIRAL

SUPERELEVATION RATE (CROSS SLOPE)

EQUALITY

EXTERNAL

HORIZONTAL CONTROL LINE

HEADLIGHT SIGHT DISTANCE

LENGTH OF CIRCULAR CURVE

LENGTH OF SPIRAL

LENGTH OF VERTICAL CURVE

CENTER CORRECTION OF VERTICAL CURVE

MAIN LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT ON LINE

PASSING SIGHT DISTANCE

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

RADIUS

SPIRAL TO CURVE

STOPPING SIGHT DISTANCE

SPIRAL TO TANGENT

STATION

TANGENT LENGTH

THEORETICAL GRADE LINE

TANGENT TO SPIRAL

VERTICAL CURVE

ELECTRIC

ELECTRIC MANHOLE

GAS

GUY POLE

GAS SERVICE BOX (HOUSE LINE)

GAS VALVE (MAIN LINE)

HYDRANT

LIGHT POLE

LOW PRESSURE GAS

POWER POLE

SANITARY SEWER

SANITARY MANHOLE

STORM SEWER

TELEPHONE

TRAFFIC CONTROL BOX

TELEPHONE BOX

TELEPHONE POLE

TELEPHONE MANHOLE

CABLE TELEVISION

WATER

WATER SERVICE BOX (HOUSE LINE)

WATER VALVE (MAIN LINE)

ALIGNMENT

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

AH

CP

DA

DM

DN

FH

PA

PH

PT

SP

B

C

D

F

K

W

X

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

BM

CC

CONC

CONST

CR

D

DM

DWY

EP

ES

FP

FD

FL

GAR

GR

HO

HWY

IP

MB

MON

N&W

OG

O/H

P

PAV'T

PE

PED POLE

POR

RR

RTE

ROW

FEE WO/A

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

EDGE OF PAVEMENT

EDGE OF SHOULDER

FENCE POST

FOUNDATION

FENCE LINE

GARAGE

GRAVEL

HOUSE

HIGHWAY

IRON PIN OR IRON PIPE

MAILBOX

MONUMENT

NAIL AND WASHER

ORIGINAL GROUND

OVERHEAD

PARCEL

PAVEMENT

PERMANENT EASEMENT

PEDESTRIAN POLE

PROPERTY LINE

PORCH

RAILROAD

ROUTE

RIGHT OF WAY

TOPOGRAPHY (MISCELLANEOUS)

RW

SH

SHLDR

RETAINING WALL

STATE HIGHWAY

SHOULDER

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

BB

BC

BO

CAP

CB

CIP

CMP

CP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

TG

VCP

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

AH

AZ

BK

BRG

CS

e

EQ

EXT

HCL

HSD

L

LS

LVC

E

PC

PI

POL

PSD

PT

PVC

PVI

PVT

R

SC

SSD

ST

STA

T

TGL

TS

VC

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRM

RP

TP

SQUARE FEET

GALLON

mi lb LB

MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

LF

CONE PENETROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

INDEX AND ABBREVIATION

AC CONTROL (CENTERLINE)

CB

CBPR

ESFL

ECT

EDMC

CURTAIN, TURBIDITY

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

FENCE, VEGETATION

FENCE, SILT

LABL

LAHR

LAPB

LAWA

LAWE

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY, W/ ACCESS

EASEMENT, EXISTING

DEED LINE

RG

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

STB*

EWF

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA HIGHWAY BOUNDARY, W/O ACCESS

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD JURISDICTION, HISTORIC DISTRICT

MJLL JURIS., (GREAT, MILITARY) LOT LINE

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

PROPERTY LOT LINE, APPROXIMATEMPLA

MSL SUB LOT LINE

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATENARY

RRER RAIL ROAD, 3RD RAIL

RAIL, PHOTO, SMALL SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

FILTER, SEDIMENT LOG

STSE*

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

FL

FW

FW SW

WM

SW

PE

HB

AHB

HB W / OA

PL

PLA

Z

3R

LB

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

UC

DSSD SLOTTED DRAIN

CONDUIT, UNDERGROUND

UCH CONDUIT, HANGING

UCO CONDUIT, OVERHEAD

UE ELECTRIC LINE, UNDERGROUND

UEH ELECTRIC LINE, HANGING

UEO ELECTRIC LINE, OVERHEAD

UESS ELECTRIC, SUBSTATIONS

UFO FIBER OPTIC, UNDERGROUND

UFOH FIBER OPTIC, HANGING

UFOO FIBER OPTIC, OVERHEAD

UG GAS, UNDERGROUND

UGH GAS, HANGING

UGO GAS, OVERHEAD

UIC INFORM CABLE, UNDERGROUND

UICH INFORM CABLE, HANGING

OIL LINE, UNDERGROUNDUO

UOH OIL LINE, HANGING

UPBP POLE, BRACE, PUSH BRACE

POLE, GUY WIRE

USA

USAH SANITARY SEWER, HANGING

SANITARY SEWER, UNDERGROUND

UT TELEPHONE, UNDERGROUND

UTH TELEPHONE, HANGING

UTO TELEPHONE, OVERHEAD

UUU UNKNOWN, UNDERGROUND

UUH UNKNOWN, HANGING

UUO UNKNOWN, OVERHEAD

UW WATER LINE, UNDERGROUND

UWH WATER LINE, HANGING

UWO WATER LINE, OVERHEAD

UETO ELECTRIC TRANSMISSION, OVERHEAD

USAF SANITARY SEWER, FORCE MAIN, UGND

USAFH SANITARY SEWER, FORCE MAIN, HANG

UTV

UTVH

UTVO

CABLE TV, UNDERGROUND

CABLE TV, HANGING

CABLE TV, OVERHEAD

UPGW

UNDERDRAINDUD_P

ST

ST

UD

C

C

OC

E

E

OE

OET

FO

FO

OFO

G

G

OG

IC

IC

O

O

SA

SA

SAF

SAF

T

T

OT

CTV

CTV

OCTV

UU

UU

OUU

W

W

OW

LEG-01

CULVERT REPLACEMENT

5JC

B A

Y E

R C

B

A Y

E R

C

B A

Y E

R C

B

A Y

E R

V G

R E

G G

C

B A

Y E

R C

B

A Y

E R

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LaBella

-S

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-2

:1 s d e n m a rk

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

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D A

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

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N D

R A

F T

IN

G

C H

E C

K C

H E

UTILITY QUALITY LEVEL D

D041638

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 6.

TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

IS THICKER (0.015 in ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE 4.

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AD_P

AT_P

DETOUR

DDG_P

DDP_P

DDS_P

DFL_P FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

EWAA_P WETLAND, ADJACENT AREA

EDMEC_P

EDMPC_P

EDMSC_P

LFILL_P FILL LIMIT

RRPLS_P

RRSLS_P

TRANSITION CONTROL

SIGNS

STYLE NAME DESCRIPTION

BRIDGE

DESCRIPTIONNAMESTYLE

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P EASEMENT. TEMPORARY, APPROX.

MF_P

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

ROADWAY

DESCRIPTIONNAMESTYLE

GUIDE POST

RAIL, PHOTO, LARGE SCALE

RAIL, SURVEY, LARGE SCALE

RGP_P

STPB* PARTIAL BARRIER LINE

UTILITIES

FEE ACQUISITION, W/ ACCESS

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

EDMGSC_P

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

AA

PE

APE

TE

ATE

FEE

AFEE

FEE W / OA

CZ

LEGEND, LINE SYMBOLOGY

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APRC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

SDEL

SRM

S

CABINET & PAD

CCTV SITE

CDPD TRANSCEIVER

CELL PHONE TOWER

CONDUIT JACK OR BORING

CONTROLLER CABINET

COMMUNICATION PULL BOX

CONDUIT TURNING DOWN

CONDUIT TURNING UP

DEFAULT

TRANSMITTAL READER

FUSION SPLICE

HAR ADVISORY SIGN

HAR SITE

LOAD CENTER

MECHANICAL SPLICE

PEDESTRIAN SIGNAL HEAD

RAMP METER

SOLAR PANEL

WEIGHT IN MOTION DETECTOR

WIRELESS VIDEO REPEATER

WIRELESS VIDEO RECEIVER

WIRELESS VIDEO TRANSMITTER

PERM. OVERHEAD VMS

PERM. VMS

ACCOU. SPEED/COUNT SNSR.SIASCTS

ICABPAD

ICCTV

ICDPD

ICELLT

ICJB

ICNTLCAB

ICPB

ICTD

ICTU

ICVTRT

IEZR

IEZTR

IFOXCAB

IFUSSPL

IHARADV

IHARST

IMECSPL

IMSCS

IMSCTS

IMT

IOVHVMS

IPASCS

IPEDS

IPSS

IPVMS

IRM

IRWIS

ISP

ISST

ITDB

ITP

IVTRT

IWIMD

IWVR

IWVTT

IWVRC

ILC

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

POST, SINGLE

PT., WALL LOCATION

PT., TREE W/ WIRE

PT., STAKE

PT., RAILROAD SPIKE

PT., SPIKE

PT., NAIL

PT., MONUMENT, MISC.

PT., MONUMENT

PT., IRON ROD

PT., IRON PIPE

PT., FENCE LOCATION

PT., DRILL HOLE

HISTORICAL, BLDG. CORNERS

HIGHWAY BNDRY., APPROX.

HIGHWAY BNDRY, PT.

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

MDL1P

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TCMC

TCPP

TCSH

TCSP

C

MJCP PT., JURIS. CITY

PT., CROSS CUT

IDEFAULT

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF END

POINT ON LINE

POINT ON SPIRAL

POINT ON TANGENT

POINT ON VERTICAL CURVE

POINT ON VERTICAL TANGENT

POINT ON REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

BASELINE, POINT

BASELINE, POINT ON LINE

UNKNOWN POINT

COMM. VEH. ROAD TRANSCEIVER

E-ZPASS READER

MICROWAVE TRANSCEIVER

PORT. ACCOU. SPD & CNT. SENSOR

VEHICLE TO RDWY TRANSCEIVER

PORT. SPEED & COUNT SENSOR

FIBER OPTIC X-CONNECT CABINET

PAVEMENT SURFACE SENSOR

RDWY WEATHER INFO. SENSOR

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGP

CPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPV

CPSM

CPH

ATS

AST

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

WETLAND FLAGEWFG

RFM

A

B

A

POINT OF COMPOUND CURVATURE

DINV

DS STRUCTURE, RECTANGULAR

INVERT ANTENNASIANT_P

GAS, METER

GAS, MANHOLE

GAS, LINE MARKER

GAS/FUEL PUMP

GAS, VALVE

GAS, VENT

LIGHTING, POLE

LIGHTING, POLE, MEDIAN

LIGHTING, POLE, PED.

MISC. FILLER CAP

OIL, LINE MARKER

TELEPHONE, LINE MARKER

TELEPHONE, MANHOLE

CABLE TV, LINE MARKER

CABLE TV, PULL BOX

UNKNOWN, MANHOLE

UNKNOWN, VALVE

WATER, FIRE HYDRANT

WATER, METER

WATER, MANHOLE

WATER, VALVE

WATER, WELL

UGM

UGMH

UGLM

UGP

UGV

UGVT

ULP

ULPM

ULPP

UMFC

UOLM

UP

UPD

UPL

USMH

UTB

UTLM

UTMH

UTVPB

UUJB

UUMH

UUVL

UWFH

UWM

UWMH

UWV

UWW

UNKNOWN, JUNCTION BOX

UTVLM

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

DSMTXX_P

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB_P

STRUCTURE, RECT., TYPE "X"

DST"X"_P

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

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

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

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

G

T

W

FP

E

E

G

C

A

A

P

LC

PM

M

VMS

PA

PVMS

RWIS

WIM

E

O

S

P

T

C

U

W

W

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LEG-02

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.

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UTILITY QUALITY LEVEL D

D041638

LEGEND, POINT SYMBOLOGY

BRIDGE, SCUPPER

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

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

MEPAP_P

EIOP_P

ADPI_P DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

LTW_P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE ACQUISITION

TWZBCD_P

RES_P ELEVATION, SPOT

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

S_P

SB_P

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., FILTER LOG

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPEFL_P

EIPP_P

EIPSF_P

ADPL_P

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

FEE ACQUISITION W/O ACCESS

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

CORRESPONDING EXISTING FEATURES.

FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT HAVE6.

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 5.

SIZE DRAWINGS).

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY 4.

PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

ETRS_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

NAMENAME NAME NAME DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

DRAINAGE

GB

CULV

FL

PRFB

SF

CDPD

C

C

EZ

EZ-T

XC

H

M

R M

SS

TC

TP

WVR

V

V

A

A

P1 M1

FEE

PE

M1 P1

TE

M1 P1

TO

M1 P1

FEE WO/A

M1 P1

CHRISTOPHER BAYER

DATE: 8/17/2026

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

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ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

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UTILITY QUALITY LEVEL D

D041638

" - ITEM 404.09832

" - ITEM 404.19892

6" - ITEM 404.3789 (2-3" LIFTS)

12" - ITEM 304.15

H.C.L. & P.O.R.

STA. LINE, T.G.L., FINISHED GRADE

EXISTING GRADE

ROUND 4'-0" V.C., TYP.

ITEM 606.71, TYP. (SEE NOTE 3)SHOULDER

4'-0"

LANE

11'-0"

LANE

11'-0"

SHOULDER

4'-0"

(TYP.)

2'-3"

ITEM 203.02

VARIES - LIMITS OF

SEE NOTE 4 SEE NOTE 4 FLATTER

2 OR

TYPICAL FULL DEPTH RECONSTRUCTION SECTION

" = 1'-0"8

SCALE:

STA. 19+50.00 TO STA. 21+50.00

TYPICAL SECTIONS

LANE

VARIES

LANE

VARIES

LIMIT OF ITEM 490.30

(SEE NOTE 1)

ITEM 418.7603, TYP.

H.C.L. & P.O.R.

STA. LINE, T.G.L.,

(SEE NOTE 1)

ITEM 418.7603, TYP.

NOTE 4

SEE

NOTE 4

SEE

" - ITEM 404.09832

ITEM 407.0102 (SEE NOTE 2)

EXISTING GRADE

TYPICAL MILLING AND RESURFACING SECTION

" = 1'-0"8

SCALE:

STA. 21+50.00 TO STA. 22+00.00

STA. 19+00.00 TO STA. 19+50.00

SEE NOTE 4SEE NOTE 4

PAVEMENT EDGE SAFETY DETAIL

NOT TO SCALE

TOP

BINDER

BASE (LIFT 1)

BASE (LIFT 2)

4" 6" 4"

UNITDESCRIPTIONITEM NO.

621.05020004

610.1605

608.020102

606.71

606.10

490.30

418.7603

407.0102

404.3789

404.1989

404.0983

304.15

209.190301

207.21

203.03

203.02

PREPARING GRADE FOR VEGETATION CONTROL STRIP

TURF ESTABLISHMENT - PERFORMANCE

ASPHALT SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS AND VEGETATION CONTROL STRIPS

REMOVING AND DISPOSING CORRUGATED BEAM GUIDE RAILING

BOX BEAM GUIDE RAILING

MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE

ASPHALT PAVEMENT JOINT ADHESIVE

DILUTED TACK COAT

37.5 F9 BASE COURSE ASPHALT, 80 SERIES COMPACTION

19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION

9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION

SUBBASE COURSE, OPTIONAL TYPE

ROLLED EROSION CONTROL PRODUCT, CLASS II TYPE C, INTERMEDIATE

GEOTEXTILE SEPARATION

EMBANKMENT IN PLACE

UNCLASSIFIED EXCAVATION AND DISPOSAL

LF

SY

TON

LF

LF

SY

LF

GAL

TON

TON

TON

CY

SY

SY

CY

CY

NOTES:

REFER TO DWG. ST-03 FOR PAVEMENT CROSS SLOPES.4.

FOR ITEMS, LOCATIONS, AND LIMITS OF GUIDE RAILING.

REFER TO GUIDE RAILING REMOVAL AND INSTALLATION TABLE ON DWG. MST-01 3.

TACK COAT SHALL BE APPLIED BETWEEN ALL ASPHALT LIFTS.2.

JOINTS ON THE SURFACE COURSE (LONGITUDINAL AND TRANSVERSE).

ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE USED AT ALL VERTICAL FACE 1.

SAFETY EDGE

35 DEG MAXIMUM

ITEM 207.21

ITEM 407.0102 (SEE NOTE 2)

(TYP. BOTH SIDES)

SAFETY DETAIL, THIS DWG.,

SEE PAVEMENT EDGE

ITEM 610.1605, TYP.

ITEM 209.190301, TYP.

ITEM 606.10, TYP. (SEE NOTE 3)

ITEM 621.05020004, TYP.

3" - ITEM 608.020102, TYP.

DRIVEWAY SECTION

" = 1'-0"8

SCALE:

STA. 19+93.00 TO STA. 20+19.65 LEFT

DRIVEWAY SECTION

" = 1'-0"8

SCALE:

STA. 20+75.33 TO STA. 20+87.16 LEFT

5'-0"

6" - ITEM 304.15

SEE NOTE 4

SHOULDER

4'-0"

LANE

11'-0"

(SEE NOTE 1)

ITEM 418.7603, TYP.

H.C.L. & P.O.R.

STA. LINE, T.G.L.,

EXISTING DRIVEWAY

FINISHED DRIVEWAY

10'-0"

SHOULDER

4'-0"

LANE

11'-0"

(SEE NOTE 1)

ITEM 418.7603, TYP.

H.C.L. & P.O.R.

STA. LINE, T.G.L.,

SEE NOTE 4

6" - ITEM 304.15

EXISTING DRIVEWAY

FINISHED DRIVEWAY

6'-0"

6" - ITEM 304.15

6%

3" - ITEM 404.0983

3" - ITEM 404.0983

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

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ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

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UTILITY QUALITY LEVEL D

D041638

GENERAL NOTES

SIGNS

PUBLIC ACCESS

POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.

NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO OWNER, THE NEW YORK STATE

OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE OF

THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES AND TELEPHONE NUMBERS 3.

HIS/HER DESIGNEE THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.

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

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

FOR REVIEW AND APPROVAL BY THE OWNER OR HIS/HER DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED

THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN 2.

THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD REFLECT THE MINIMUM REQUIREMENTS.1.

FEET DURING HOURS OF DARKNESS.

SIGNS INFORMING AND DIRECTING PEDESTRIANS SHALL BE ILLUMINATED TO BE VISIBLE AT 50 FEET AND LEGIBLE AT 10 6.

DIMENSIONS SHALL BE APPROVED BY THE OWNER OR HIS/HER DESIGNEE.

THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD. ANY CHANGES TO THE 5.

ENGINEER.

SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE

LANE RAMPS, AND ONE-WAY STREETS. IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF MULTI-LANE DIVIDED HIGHWAYS, MULTI-4.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.3.

IN THIS CONTRACT. COST TO BE INCLUDED IN ITEM 619.01.

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

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

ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN 2.

APPROVAL BY THE ENGINEER. COST TO BE INCLUDED IN ITEM 619.01.

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

THE LOCATIONS OF SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED 1.

PROJECT SPECIFIC NOTES:

EMERGENCY ACCESS NOTE

WORK ZONE TRAFFIC CONTROL NOTES

CONSTRUCTION AND TRAFFIC SIGNAGE

DRIVEWAYS TO AND FROM THE WORK AREA.

SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL AND COMMERCIAL 2.

DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE RESTORED TO ALL DRIVEWAYS AS SOON AS POSSIBLE.

LEAST 1 WEEK PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS PROPERTIES, AT LEAST ONE

PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY THE CONTRACTOR AT 1.

REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER.

CARE SHOULD BE TAKEN NOT TO DAMAGE ANY EXISTING PERMANENT SIGNS TO REMAIN. ANY SIGN DAMAGED SHALL BE 4.

HEIGHT OF 5' MEASURED TO BOTTOM OF SIGN (7' IF PEDESTRIANS ARE PRESENT).

SIGN SUPPORTS SHALL BE SUCH AS TO RESIST OVERTURNING IN STRONG WINDS AND PROVIDE A MINIMUM MOUNTING 3.

RESIDENT ENGINEER.

THE SIGN LOCATIONS ON THE PLANS ARE APPROXIMATE. THE EXACT LOCATIONS SHALL BE APPROVED BY THE 2.

ITEM 619.01: BASIC WORK ZONE TRAFFIC CONTROL.

THE COST FOR PROVIDING, INSTALLING, MAINTAINING, AND REMOVING CONSTRUCTION SIGNS SHALL BE INCLUDED IN 1.

FOR GUIDANCE.

FOR LOCAL AND/OR COUNTY ROAD DETOUR SIGNAGE DETAILS REFER TO MUTCD WITH NEW YORK STATE SUPPLEMENT 12.

UNLESS OTHERWISE REPLACED IN THE CONTACT DOCUMENTS.

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

TEMPORARILY REMOVE, REPLACE, RELOCATE OR COVER SIGN PANELS OR SIGN TEXT, AT NO ADDITIONAL COST TO THE

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

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

LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET AOBE. BLANK COVERS USED TO COVER PORTIONS OF

ANY EXISTING SIGN, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN 11.

SIGN ON TYPE III BARRICADES MAY BE LOCATED AT THE EDGE OF THE TRAVELED WAY.

ORIGIN/DESTINATION POINTS BEYOND THE INTERSECTION, THE R11-3a/R11-3b ROAD CLOSED SIGN AND THE M4-10(L/R)

IF THE ROAD IS OPENED FOR SOME DISTANCE BEYOND THE INTERSECTION AND/OR THERE ARE SIGNIFICANT 10.

ALSO BE USED FOR A SHORT TERM OFFSITE DETOUR IN WHICH CASE NOTES N1 TO N9 WILL NOT APPLY.

LONG-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN 3 CONSECUTIVE DAYS. THIS SETUP MAY 9.

TRAFFIC CONTROL PLAN.

HIGHWAY WORK PERMIT. CONTRACTOR SHALL OBTAIN PERMITS AS NEEDED PRIOR TO IMPLEMENTING THE WORK ZONE

WORK ZONE TRAFFIC CONTROL SIGNAGE AND DEVICES WITHIN NYSDOT RIGHT-OF-WAY WILL REQUIRE A NYSDOT 8.

CONTRACTOR WORK LIMITS.

REFER TO ROAD CLOSURE DETAIL. ACTUAL LOCATION OF SIGNAGE AND BARRICADES MAY VARY BASED ON 7.

DISPOSED OF BY THE CONTRACTOR.

REMOVAL, STORAGE, RESETTING OR COVERING OF THE SIGNS. SIGNS WHICH WILL NOT BE RESET, A.O.B.E., SHALL BE

COVERED A.O.B.E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING SIGNS DUE TO THE

EXISTING SIGNS WHICH CONFLICT WITH THE CONSTRUCTION SIGNS SHALL BE REMOVED, STORED AND RESET OR 6.

DETERMINED BY THE ENGINEER TO ENSURE SIGHT DISTANCE AND VISIBILITY OF EXISTING SIGNS.

THE SIGN LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. THE EXACT LOCATION FOR BEST VISIBILITY SHALL BE 5.

AND SPACING.

CONTROL DEVICES (2023 EDITION) AND NEW YORK SUPPLEMENT, AND NYS STANDARD SHEET 619-503 FOR LOCATION

ALL SIGNS AND EQUIPMENT SHALL BE INSTALLED AS PER AND CONFORM TO THE MANUAL OF UNIFORM TRAFFIC 4.

RESIDENT ENGINEER. DETOUR INSTALLATION AND ROADWAY CLOSURES SHALL BE AS ORDERED BY THE ENGINEER.

REMOVAL) SHALL BE AS ORDERED BY THE ENGINEER. ADDITIONAL SIGNS MAY BE REQUIRED AS DIRECTED BY THE

INDICATED IS A GENERAL PLAN. EXACT SIGN LOCATIONS, AND TIMING OF CONSTRUCTION SIGN INSTALLATION (AND

CONTRACTOR SHALL IMPLEMENT THE ROAD CLOSURE PLAN PRIOR TO ANY WORK BEGINNING. THE SIGN SCHEDULE 3.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ROAD CLOSURES WITH THE SCHOOL DISTRICT.2.

ADVANCE OF ANY BRIDGE/ROADWAY CLOSING.

THE CONTRACTOR SHALL NOTIFY THE GENESEE COUNTY HIGHWAY DEPARTMENT A MINIMUM OF 21 CALENDAR DAYS IN 1.

ANY SUBSTANTIAL CHANGE IN TRAFFIC PATTERNS.

AUTHORITIES RESPONSIBLE FOR EMERGENCY SERVICES IN THE TOWN OF LEROY MUST BE NOTIFIED IN ADVANCE OF 2.

COPIES OF THE ABOVE SHALL BE FILED WITH THE RESIDENT ENGINEER.

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

WRITING THE NAME, ADDRESS AND REACHABLE TELEPHONE NUMBERS OF THE PERSON(S) AUTHORIZED TO SECURE

THE CONTRACTOR SHALL SUBMIT TO THE APPROPRIATE LAW ENFORCEMENT AND EMERGENCY AGENCIES IN 1.

AND MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL

HIMSELF THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE

ACCORDANCE WITH SECTION 105.15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE

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

RESIDENT ENGINEER.

SURFACES. AN ASPHALT PAVED SURFACE MUST BE MAINTAINED AT ALL TIMES UNLESS DIRECTED BY THE

14.UNLESS SPECIFIED ON THE PLANS, VEHICULAR TRAFFIC WILL NOT BE PLACED ON A GRAVEL, DIRT OR STONE

STRIPING IS SPECIFIED ON THE PLANS.

STRIPING IS COMPLETED. THIS DELINEATION WILL BE INCLUDED IN ITEM 619.01, UNLESS TEMPORARY

13.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN CENTERLINE DELINEATION AT ALL TIMES UNTIL FINAL

MAINTAIN BOTH PEDESTRIAN AND TRAFFIC FLOW WITHIN THE PROJECT AREA.

PROTECTIVE FENCING AS NECESSARY AND AS ORDERED BY THE RESIDENT ENGINEER TO PROTECT AND

THE CONTRACTOR SHALL USE STEEL PLATES, TEMPORARY PAVEMENT, CONES, BARRELS, BARRICADES AND 12.

BY THE RESIDENT ENGINEER IN WRITING.

APPROVAL. ANY CHANGE THAT ALTERS THE BASIC CONCEPT OF THE PLANS MUST BE APPROVED IN ADVANCE

THE CONTRACTOR MAY SUBMIT PROPOSED REVISIONS TO THE WORK ZONE TRAFFIC CONTROL PLAN FOR 11.

619.01.

AS ORDERED BY THE RESIDENT ENGINEER. THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR ITEM

ANY EXISTING SIGNS WHICH CONFLICT WITH THE TRAFFIC CONTROL PLAN SHALL BE COVERED OR REMOVED, 10.

HAND AND A REFLECTORIZED RED FLAG IN THE OTHER, OR A FLASHING STOP/SLOW PADDLE (PER MUTCD).

PROPERLY ILLUMINATED AND FLAGGERS SHALL USE EITHER: FLASHLIGHTS WITH ORANGE CONES IN ONE

IF A FLAGGING OPERATION IS NECESSARY BEYOND THE DAYLIGHT HOURS, THE FLAGGER STATION SHALL BE 9.

THE MINIMUM ACCEPTABLE TRAVEL LANE WIDTH IS 10' AT ALL TIMES (11' IS PREFERABLE). 8.

IN THE UNIT PRICE BID FOR WORK ZONE TRAFFIC CONTROL.

SIGNAGE, FLAGGERS OR OTHER REQUIREMENTS ORDERED BY THE RESIDENT ENGINEER SHALL BE INCLUDED

RESIDENT ENGINEER, THE APPROPRIATE POLICE DEPARTMENTS AND THE LOCAL SCHOOLS. ANY ADDITIONAL

THE CONTRACTOR SHALL CLOSELY COORDINATE ALL WORK IMPACTING SCHOOL BUS TRAFFIC WITH THE 7.

COUNTY.

OPERATIONS, SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE TOWN OR THE

THE MAJOR THOROUGHFARES. DAMAGES TO THESE STREETS THAT RESULT FROM THE CONTRACTOR'S

THESE STREETS. TRANSPORTATION OF MATERIALS TO AND FROM THE PROJECT SHALL BE RESTRICTED TO

HEAVY LOADS OR MOVING HEAVY EQUIPMENT, EXCEPT AS REQUIRED FOR CONSTRUCTION WORK ALONG

THE CONTRACTOR SHALL NOT USE ADJACENT TOWN, VILLAGE, OR CITY ROADS FOR THE TRANSPORT OF 6.

NOT IMPEDE THE MOVEMENT OF THROUGH TRAFFIC IN THE ADJACENT OPEN LANES.

THE EXTENT PRACTICAL, THE CONTRACTOR'S VEHICLES ENTERING AND LEAVING THE WORK ZONE SHALL

THE CONTRACTOR SHALL PLAN AND INCORPORATE ACCESS POINTS INTO THE WORK ZONE SUCH THAT, TO 5.

A MANNER WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES.

MANNER WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES, OR IN

PARKING IS NOT NORMALLY PERMITTED, IN ANY OTHER AREAS DEEMED HAZARDOUS BY THE ENGINEER, IN A

BE PARKED WITHIN THE CLEAR ZONE, ON THE PAVEMENT OR SHOULDERS ALONG THE ROADWAY WHERE

VEHICLES OR EQUIPMENT BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT 4.

THIS PERIOD.

PRICE BID FOR ITEM 619.01. THIS SHALL INCLUDE DAMAGE CAUSED BY MOTOR VEHICLE ACCIDENTS DURING

MAINTAINED AND/OR RELOCATED BY THE CONTRACTOR. THE COST OF WHICH SHALL BE INCLUDED IN THE

PRIOR TO FINAL ACCEPTANCE BY THE COUNTY, ALL EXISTING SIGNS WITHIN THE CONTRACT LIMITS SHALL BE

BEGINNING FROM THE DATE OF THE NOTICE TO PROCEED, AND INCLUDING ANY WINTER SHUTDOWN PERIODS 3.

UNIT PRICE BID FOR ITEM 619.01.

COST OF FURNISHING, INSTALLING, AND MAINTAINING TEMPORARY PAVEMENT SHALL BE INCLUDED IN THE

SHALL CONSIST OF 2" COMPACTED LIFT OF HOT MIX ASPHALT (OR COLD PATCH DURING THE WINTER). THE

A PERIOD OF TIME GREATER THAN 24 HOURS PRIOR TO PERMANENT RESTORATION. TEMPORARY PAVEMENT

TEMPORARY PAVEMENT WILL BE REQUIRED OVER EXCAVATIONS THAT ARE EXPECTED TO CARRY TRAFFIC FOR 2.

SATISFACTION OF THE ENGINEER.

IN A WORK ZONE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCIES TO THE

CONTROL. IF AT ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED

ENGINEER. COST OF ADDITIONAL SIGNAGE SHALL BE INCLUDED IN ITEM 619.01: BASIC WORK ZONE TRAFFIC

ADDITIONAL SIGNAGE OR OTHER TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS DETERMINED BY THE

THE WORK ZONE TRAFFIC CONTROL PLANS SHOWN ARE CONSIDERED TO BE MINIMUM REQUIREMENTS. 1.

CONTROL NOTES

WORK ZONE TRAFFIC

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901201

WORK ZONE TRAFFIC CONTROL LEGEND

DETOUR SIGN SCHEDULE

WZTC-02

CULVERT REPLACEMENT

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

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UTILITY QUALITY LEVEL D

D041638

GRID

NORTH

DETOUR PLAN

PROJECT LOCATION

I

NOT TO SCALE

QUINLAN ROAD

RANDALL ROAD

W B

E R

G E

N R

O A

D

K E

E N

E Y

R O

A D

BRITT ROAD

B R

IT

T

R O

A D

RANDALL ROAD

RANDALL ROAD

W B

E R

G E

N R

O A

D

W

BERGEN ROAD

K E

E N

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R O

A D

SYMBOL DESCRIPTION

W20-2 MUTCD NUMBER

CONSTRUCTION SIGN FACE

M4-8a

I

TEMPORARY CONCRETE BARRIER, (UNPINNED) ITEM 619.1711

TYPE 'A' FLASHER PAYMENT UNDER ITEM 619.01

TYPE III BARRICADE, WITH LIGHTING, ITEM 619.04

CONSTRUCTION SIGN, ITEM 619.01

DETOUR ROUTE

W20-3

A

D3-1

M4-9A

G

R11-3aR

M4-10L

M4-10R

G H

R11-3aR

H

J W20-3

I J A

A

A A

K

K W20-2F

K

D3-1

F

F

F

B

C

B

D3-1

M4-9L

C

D3-1

M4-9LBR

B

C

A

A

A A

D

E

D

D3-1

M4-9R

E

D3-1

M4-9RBR

L W20-2F

NOT TO SCALE

ROAD CLOSURE DETAIL

LL

80'

BARRIER, ITEM 619.1711 (TYP.)

20' CONCRETE

FLASHERS, ITEM 619.04 (TYP.)

BARRICADES WITH

#7

R

A N

D A

L L

R D

D R

IV

E

W A

Y T

O

R

A N

D A

L L

R D

D R

IV

E

W A

Y T

O

PVMS

AFTERWARDS, ITEM 619.110511 (TYP.)

ROAD CLOSURE. PVMS SHALL BE REMOVED

CLOSURE AND LEFT IN PLACE DURING FIRST WEEK OF

PVMS ARE TO BE POSTED ONE WEEK PRIOR TO ROAD

DAY OF WEEK

PVMS#

R

A N

D A

L L

R D

D R

IV

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Y T

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L L

R D

D R

IV

E

W A

Y T

O

R

A N

D A

L L

R D

D R

IV

E

W A

Y T

O 80'

DETOUR PLAN

WORK ZONE TRAFFIC CONTOL

1500 FT

DETOUR

Randall Rd

500 FT

CLOSED

ROAD

DETOUR

DETOUR

ROAD CLOSED

1 4 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

1 2 MILES AHEAD

LOCAL TRAFFIC ONLY

2000FT

CLOSED

ROAD

DETOUR

1500 FT

DETOUR

Randall Rd

DETOUR

END

Randall Rd

Randall Rd

DETOUR

DETOUR

Randall Rd

Randall Rd

DETOUR

DETOUR

CLOSED

ROAD

TO CLOSE

BRIDGE

XXXXXXX

STARTING

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AL-01

CULVERT REPLACEMENT

5JC

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

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UTILITY QUALITY LEVEL D

D041638

18+00 19+00 21+00

20+00

ELEV: 861.02

E: 1,301,375.02

N: 1,096,053.01

MAG SPIKE

STA. 19+80.56

CP-30

SOUTH SIDE OF RANDALL ROAD. AS SHOWN HEREON.

REMOVING ACTIVITES, RELATING TO AN UNDERGROUND WATER LINE RUNNING ON THE

PURPOSE OF INSTALLING, MAINTAINING, REPAIRING, REPLACING, OR

- INTENDING TO BE A FIFTEEN (15) FOOT WIDE PERMANENT EASEMENT FOR THE

THE G.C.C.O. ON JULY 11, 2007 AS LIBER 859 OF DEEDS, AT PAGE 179.

KUITEMS AND MONROE COUNTY WATER AUTHORITY DATED JUNE 28, 2007 AND FILED IN

REFERENCE IS HEREBY MADE TO AN EASEMENT BETWEEN RUSSELL G. & ANNA M. 9.

G.C.C.O. ON NOVEMBER 4, 1985 AS LIBER 502 OF DEEDS, AT PAGE 246.

SCHILLER AND RICHARD C. SCHMITT DATED NOVEMBER 1, 1985 AND FILED IN THE

REFERENCE IS HEREBY MADE TO A WARRANTY DEED BETWEEN LAVERN E. & CAROL R. 8.

JANUARY 23, 2009 AS LIBER 871 OF DEEDS, AT PAGE 802.

JOHN N. & LANA L. BRADBURY DATED JANUARY 21, 2009 AND FILED IN THE G.C.C.O. ON

REFERENCE IS HEREBY MADE TO A WARRANTY DEED BETWEEN JOHN N. BRADBURY AND 7.

IN THE G.C.C.O. ON DECEMBER 27, 2021 AS INSTRUMENT NUMBER 2021-2068.

KUITEMS AND KAREN L. FALCONER & MARK A. BOLE DATED DECEMBER 9, 2021 AND FILED

REFERENCE IS HEREBY MADE TO A WARRANTY DEED BETWEEN RUSSELL G. & ANNA M. 6.

IN THE G.C.C.O. ON JUNE 6, 2019 AS INSTRUMENT NUMBER 2019-732.

RANDA J. WILLIAMS AS TRUSTEE OF IRREVOCABLE TRUST DATED MAY 15, 2019 AND FILED

REFERENCE IS HEREBY MADE TO A QUITCLAIM DEED BETWEEN RANDA WILLIAMS AND 5.

AS INSTRUMENT NUMBER 2022-1074.

CASEY & EMILY BARTZ DATED JULY 7, 2022 AND FILED IN THE G.C.C.O. ON JULY 13, 2022

REFERENCE IS HEREBY MADE TO A WARRANTY DEED BETWEEN WOLCOTT T. HINCHEY AND 4.

12, 1987 AS LIBER 530 OF DEEDS, AT PAGE 341.

AND WOLCOTT T. HINCHEY DATED JANUARY 16, 1987 AND FILED IN THE G.C.C.O. ON MAY

REFERENCE IS HEREBY MADE TO AN EXECUTOR'S DEED BETWEEN C. WOLCOTT MARSH 3.

G91-0521S.

BELONGING TO WOLCOTT T. HINCHEY," PREPARED BY KEVIN M. O'DONOGHUE AS JOB NO.

REFERENCE IS HEREBY MADE TO A CERTAIN MAP ENTITLED, "MAP OF A SURVEY OF LAND 2.

NOVEMBER 20, 2023 AS MAP NO. 2252.

TOWNSEND AND FILED IN THE GENESEE COUNTY CLERK'S OFFICE (G.C.C.O.) ON

THE SEPARATION OF LANDS OF WOLCOTT T. HINCHEY," PREPARED BY GREGORY W.

REFERENCE IS HEREBY MADE TO A CERTAIN MAP ENTITLED, "BOUNDARY SURVEY SHOWING 1.

SURVEY REFERENCES:

TO THE BEST OF OUR ABILITIES.

APPROXIMATELY 6 INCHES OF SNOW ON THE GROUND. CERTAIN FEATURES ARE LOCATED

AT THE TIME OF SURVEY, JANUARY 29-30, 2025 AND FEBRUARY 3, 2025, THERE WAS

LOCATION AND EXTENT ARE NOT CERTIFIED.

SUBSURFACE STRUCTURES NOT VISIBLE OR READILY APPARENT ARE NOT SHOWN AND THEIR

NOT COVERED BY THIS CERTIFICATE.

ENCROACHMENTS EXIST OR ARE SHOWN, THE IMPROVEMENTS OR ENCROACHMENTS ARE

KNOWN AND OFTEN MUST BE ESTIMATED. IF ANY UNDERGROUND IMPROVEMENTS OR

THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS

HIGHWAY USE.

RECORD AND SUBJECT TO ANY RIGHT, TITLE, OR INTEREST THE PUBLIC MAY HAVE FOR

SUBJECT TO COVENANTS, EASEMENTS, RESTRICTIONS, CONDITIONS, AND AGREEMENTS OF

SURVEYED FROM RECORD DESCRIPTIONS AND AS IN POSSESSION.

SURVEYED WITHOUT THE BENEFIT OF A TITLE SEARCH.

NORTH ORIENTATION IS PER NAD83 NY WESTERN, NORTH AMERICAN DATUM OF 1983.

LAND SURVEYOR'S INKED SEAL SHALL BE CONSIDERED TO BE VALID COPIES.

ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE

LAWS UNLESS PERMISSION OF THE AUTHOR AND/OR COPYRIGHT HOLDER IS OBTAINED.

REPRODUCTION OR COPYING OF THIS DOCUMENT MAY BE A VIOLATION OF COPYRIGHT

COPYRIGHT LABELLA ASSOCIATES DPC, ALL RIGHT RESERVED.

STATE EDUCATION LAW.

SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2 OF THE NEW YORK

UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND

NOTES:

15+00

SURVEY £ S85°31'43"E

ELEV: 866.75

E: 1,300,882.71

N: 1,096,091.50

"LABELLA CONTROL"

REBAR & CAP

STA. 14+86.74

CP-20

ELEV: 858.25

E: 1,301,883.21

N: 1,096,084.49

"LABELLA CONTROL"

REBAR & CAP

STA. 24+89.72

CP-40

SURVEY £ N86°27'19"E

GRID

NORTH

SURVEY CONTROL BASELINE

19+00 20+00 21+00 22+00 23+00

C

C 6+

E 1301123.66

N 1096071.34

18+48.35

POB

E 1301575.96

N 1096069.25

23+00.65

POB

AZ 90°15'50"

E 1301291.87

N 1095995.92

C 4+66.02

POB

C 4+79.66

PI

C 4+97.53

PI

C 5+09.88

PI

C 5+33.34

PI

C 5+98.57

PI E 1301334.13

N 1096125.41

C 6+09.31

POE

A Z °3

'3

A Z °1 5'

A Z °2

'3

A Z 1° '1 9"

A Z

°1

'5

AZ

°1 2'

C H

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901201

MST-01

CULVERT REPLACEMENT

5JC

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:1 s d e n m a rk

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

B

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N

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UTILITY QUALITY LEVEL D

D041638

DESCRIPTIONITEM NO.

TOTAL

GUIDE RAILING TABLE

CENTERLINE STATION

FROM TO

SIDE COMMENTS

(LF)

568.51

(EA)

606.120101

(LF)

568.70

(LF)

606.10

20+88.7020+81.50

20+84.3320+75.25

20+61.5020+38.50

20+38.5020+06.50

20+06.5019+97.50

19+97.5019+29.52

20+75.25

20+75.2520+61.50

20+61.5020+38.50

20+38.5020+17.67

20+16.50

RT

RT

RT

RT

RT

RT

LT

LT

LT

LT

LT

111'-10 1/2"

23'-7 1/2"

32'-7 1/2"

23'-7 1/2"

(EA)

606.1203

606.1203

606.120101

606.10

568.70

568.51

BOX BEAM END ASSEMBLY, TYPE III

BOX BEAM END PIECE

BOX BEAM GUIDE RAILING

TRANSITION BRIDGE RAILING

STEEL BRIDGE RAILING (FOUR RAIL)

DESCRIPTIONITEM NO.

TOTAL

GUIDE RAILING REMOVAL TABLE

CENTERLINE STATION

FROM TO

SIDE COMMENTS

(LF)

606.73

606.73 REMOVING AND DISPOSING BOX BEAM GUIDE RAILING

20+64.1020+35.86

20+65.1720+37.37

RT

LT

DESCRIPTIONITEM NO.

TOTAL

SIDESTATION COMMENT

646.32

646.22

STEEL POST, 2.0 LB/FT

DELINEATOR, SNOWPLOWING MARKER, SUPPLEMENTAL SNOWPLOWING MARKER PANELS

646.22 (EA) 646.32 (EA)

20+84

19+32

20+72

20+24

RT

RT

LT

LT

SINGLE GREEN MARKER

DOUBLE GREEN MARKER

DOUBLE GREEN MARKER

SINGLE GREEN MARKER

SNOWPLOWING MARKER TABLE

SIDE

TOTALS

STATIONSTATION TYPE

(FT)

LENGTH

(IN)

WIDTH

LENGTH

PAYABLE

20 MILS

YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES -

ITEM 685.1202 (LF)

20+20.00 CENTER YSDL 120 6

36019+00.00

ITEM NO.

CENTERLINE STATION

647.83001002

OFFSET

20+66.14

20+34.31

20+69.00

20+32.87

OR WITHOUT POSTS

REMOVAL AND DISPOSAL OF DELINEATORS AND/OR REFERENCE MARKERS WITH

DESCRIPTION

TOTAL

SIDE

SIGN REMOVAL TABLE

(EA)

647.83001002

SIGN DESCRIPTION

16.50

16.66

18.33

18.36

RT

RT

LT

LT

LT

SIDE

TOTAL

ITEM 619.27 - MAILBOXES

MAILBOX TABLE

STATION

19+89.00

619.27

DESCRIPTIONITEM NO.

TOTAL

490.30

MISC. COLD MILLING TABLE

STATION 490.30 (SY)WIDTHLENGTH

MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE

50.0'

50.0'

22.8'

22.1'

121.9

126.1

21+50.00 TO 22+00.00

19+00.00 TO 19+50.00

DESCRIPTIONITEM NO.

TOTAL

CENTERLINE STATION

FROM TO

SIDE

VEGETATION CONTROL STRIPS

608.020102

AND VEGETATION CONTROL STRIPS

ASPHALT SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS,

(SY)

AREA

(TON)

608.020102

(LF)

621.05020004

621.05020004 PREPARING GRADE FOR VEGITATION CONTROL STRIPS

RT

RT

RT

LT

LT

LT

LT

21+22.30

20+60.50

19+50.00

20+87.16

20+60.50

20+19.65

19+50.00

21+50.00

21+03.26

20+39.50

21+50.00

20+75.33

20+39.50

19+92.97

7.1

10.8

22.3

15.7

3.7

5.4

11.0

DESCRIPTIONITEM NO.

TOTAL

CENTERLINE STATION SIDE

SAWCUT TABLE

627.50140008 CUTTING PAVEMENT

(LF)

627.50140008

COMMENTS

19+50.00

19+00.00

21+50.00

22+00.00

VARIOUS CONTRACT ITEMS.

NEAT CUT AT ALL OTHER LOCATIONS SHALL BE INCLUDED IN BID FOR THE

CUT AT THE SATISFACTION OF THE RESIDENT ENGINEER. PAYMENT FOR

ALL OTHER LOCATIONS REQUIRING PAVEMENT TO BE CUT SHALL BE NEAT 1.

NOTE:

21+03.09 - 21+21.30

20+75.34 - 20+87.16

19+92.47 - 20+19.78

RT

LT

LT

147.7

19.2

11.8

27.3

21.8

22.1

22.8

22.7

DESCRIPTIONITEM NO.

TOTAL

404.1989

304.15

203.02

DRIVEWAY TABLE

STATION AREA (SF)CLASSSIDE

19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION

SUBBASE COURSE, OPTIONAL TYPE (6 IN DEPTH)

UNCLASSIFIED EXCAVATION AND DISPOSAL

RIGHT

LEFT

LEFT R

21+03.26

20+75.33

19+93.00

MATERIAL

EXISTING

GRAVEL

GRAVEL

ASPHALT

(CY)

ITEM 203.02

(CY)

ITEM 304.15

(TON)

ITEM 404.1989

MISCELLANEOUS TABLES

DESCRIPTIONITEM NO.

TOTAL

CENTERLINE STATION

FROM TO

SIDE

SILT FENCE TABLE

209.13 SILT FENCE - TEMPORARY

(LF)

209.13

21+5521+17

21+0620+64

20+3019+41

21+5021+05

21+0620+87

20+3320+20

RT

RT

RT

LT

LT

LT

13.0

1.2

1.8

3.8

2.7

0.6

0.9

1.9

R

R

10.5

2.3

4.9

3.3

7.0

1.5

2.2

3.3

5.1

0.8

2.1

2.2

22+00.00 CENTER YPBL 230 620+20.00

27.7

42.8

89.5

62.8

14.8

19.9

43.0

C H

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T O P

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901201

MSD-01

CULVERT REPLACEMENT

5JC

B A

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R C

B

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B A

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B

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V G

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-S

E P

-2

:1 s d e n m a rk

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

JE

C

T M

A N

A G

E R

D E

S

IG

N D

R A

F T

IN

G

C H

E C

K C

H E

UTILITY QUALITY LEVEL D

D041638

VARIES

EXISTING GROUND

F

IR

M E

M B

E D

M E

N T

.5

' F O

R S

M A

L L

B O

X

' F

O R

L A

R G

E B

O X

12" (MAX.)

8" (MIN.) TO

TO BE INCLUDED IN PRICE BID FOR ITEM 619.27.

EMBEDDED IN GROUND 3' DEEP. COST FOR POST

RESIDENT ENGINEER. POST TO BE FIRMLY

TREATED WOOD POST OR AS DIRECTED BY THE

ORIGINAL POST OR 4" x 4" PRESSURE

MAILBOX INSTALLATION DETAIL

E D

G E

O F

S H

O U

L D

E R

NOT TO SCALE

TRAFFIC

TYPICAL SNOWPLOW MARKER DETAIL

PAVEMENT

SHOULDER

GUIDE RAIL

SNOWPLOWING MARKER

DOUBLE GREEN

SNOWPLOWING MARKER

SINGLE GREEN

(SEE NOTE 2)

SUPPLEMENTARY MARKER

SINGLE

MAILBOX NOTES:

FOR ITEM 619.27.

FOR RELOCATING AND MAINTAINING MAILBOXES TO BE INCLUDED IN PRICE BID

LOCATION OF TEMPORARY MAILBOXES TO BE DETERMINED BY ENGINEER. COST 4.

UNDER ITEM 619.27 - MAILBOXES.

PAYMENT FOR RELOCATION/RE-INSTALLATION OF MAILBOXES SHALL BE MADE 3.

NOTICE TO THE OWNING PARTY.

NO MAILBOX SHALL BE REMOVED AND/OR RELOCATED WITHOUT 5 DAYS WRITTEN 2.

WITH THE LOCAL POST OFFICE.

RELOCATED MAILBOXES. CONTRACTOR TO VERIFY HEIGHT & OFFSET DIMENSIONS

SERVICE. THIS DETAIL IS TO BE USED AS A GUIDE FOR RE-ESTABLISHING

MAILBOX INSTALLATION SHALL MEET THE STANDARDS OF THE U.S. POSTAL 1.

NOT TO SCALE

MISCELLANEOUS DETAILS

C H

R

IS

T O P

H

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S B

A Y

K R

O

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WEN FO E

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901201

ECN-01

CULVERT REPLACEMENT

5JC

B A

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B

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B A

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Powered by partnership.

LaBella

-S

E P

-2

:1 s d e n m a rk

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R P

R O

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