PIN 876266 South Barry Ave_Otter Creek Final Plans.pdf

PDF 24 MB Posted Jul 17, 2026

Attached to: South Barry Avenue Over Otter Creek Tidal Basin Bridge Replacement
Solicitation number: 2137214
Issued by: Westchester County, New York

About this file

Written by GovTribe AI · Jul 20, 2026

This document represents the Final Plans for PIN 876266, prepared by the State of New York for the South Barry Avenue Over Otter Creek Tidal Basin Bridge Replacement project. The project encompasses the replacement of an existing 29-foot span steel girder bridge with a new 46-foot span prestressed concrete beam bridge, along with associated infrastructure improvements. The scope of work includes minor roadway reconstruction on approaches, guiderail installation, water main relocation work, and concrete sidewalk improvements to provide access to the Otter Creek Preserve. The contractor must provide all labor, materials, machinery, tools, equipment, and other means of construction necessary and incidental to project completion as shown on the plans and described in the specifications.

The project establishes specific minority and women business enterprise contracting goals, with an MBE goal of 22.60 percent and a WBE goal of 6.90 percent. No Service-Disabled Veteran-Owned Business or Disadvantaged Business Enterprise goals have been established for this procurement. No business enterprises have been awarded an identical or substantially similar contract within the past five years, indicating this is a new project initiative. The Final Plans document provides the detailed design and technical specifications necessary for bidders to prepare accurate cost estimates and implementation plans for the bridge replacement and related improvement work.

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Other files

File	Type	Posted
PIN 876266 S Barry Ave Advertisement.pdf	PDF	Jul 17, 2026
PIN 876266 Addendum 1.pdf	PDF	Jul 17, 2026
PIN 876266 S Barry Ave Proposal Book_JULY 2026.pdf	PDF	Jul 17, 2026

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CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

COUNTY: WESTCHESTER

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K jw a tz k a

FISCAL SHARE COST(S)

RECOMMENDED BY

GARY J. ZUCKERMAN (SUPERVISOR,TOWN OF RYE) DATE

PIN: 8762.66 LD# 040731

PROJECT LOCATION MAP

NYS DOT REGION NO. STATE SHEET NO.

1N.Y.8

INDEX ON SHEET NO.

COUNTY: WESTCHESTER

IDENTIFICATION NO. 8762.66

CAPITAL PROJECT

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 03/03/2025

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

CONTRACT PROJECT "PROPOSAL."

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

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

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

DOCUMENTS.

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

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

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

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

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

M A

N A

G E

LAKE ONTARIO

ISLAND

SOUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATL

ANTIC

CEAN

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

C O

N N

M A

S S

NYS DEPARTMENT

PROJECT DESCRIPTION:

WORK.

SIDEWALK AND ASPHALT CONSTRUCTION. WATER MAIN RELOCATION

(STAGED CONSTRUCTION). MINOR APPROACH WORK INCLUDING

BRIDGE SUPPORTED ON A INTEGRAL ABUTMENT PILE FOUNDATION

REPLACEMENT WITH A SINGLE SPAN PRESTRESSED CONCRETE BEAM

REMOVAL OF EXISTING SINGLE SPAN STEEL BEAM BRIDGE AND

BRIDGE BIN# 2265790

PROJECT LOCATION

N.Y.S. P.E. #073045

JOHN ROBERT BALISON, P.E.

(845) 838-3600 www.hveapc.com

BEACON, NEW YORK 12508

PREPARED BY:

TOWN OF RYE

SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT PROJECT

LOCALLY ADMINISTERED FEDERAL AID BRIDGE NY PROJECT

VILLAGE: MAMARONECK

PROJECT LOCATION

REPLACEMENT OF SOUTH BARRY AVENUE BRIDGE

OVER OTTER CREEK

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3/23/2026

IND-01INDEX AND ABBREVIATIONS

EMH

GSB

HYD

LPG

SMH

TCB

TELBOX

TEL P

TMH

CTV

WSB

AHEAD

AZIMUTH

BACK

BASELINE

BEARING

CENTERLINE

CURVE TO SPIRAL

SUPERELEVATION RATE (CROSS SLOPE)

EQUALITY

EXTERNAL

HORIZONTAL CONTROL LINE

HEADLIGHT SIGHT DISTANCE

LENGTH OF CIRCULAR CURVE

LENGTH OF SPIRAL

LENGTH OF VERTICAL CURVE

CENTER CORRECTION OF VERTICAL CURVE

MAIN LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT ON LINE

PASSING SIGHT DISTANCE

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

RADIUS

SPIRAL TO CURVE

STOPPING SIGHT DISTANCE

SPIRAL TO TANGENT

STATION

TANGENT LENGTH

THEORETICAL GRADE LINE

TANGENT TO SPIRAL

VERTICAL CURVE

ELECTRIC

ELECTRIC MANHOLE

GAS

GUY POLE

GAS SERVICE BOX (HOUSE LINE)

GAS VALVE (MAIN LINE)

HYDRANT

LIGHT POLE

LOW PRESSURE GAS

POWER POLE

SANITARY SEWER

SANITARY MANHOLE

STORM SEWER

TELEPHONE

TRAFFIC CONTROL BOX

TELEPHONE BOX

TELEPHONE POLE

TELEPHONE MANHOLE

CABLE TELEVISION

WATER

WATER SERVICE BOX (HOUSE LINE)

WATER VALVE (MAIN LINE)

ALIGNMENT

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

CONC

CONST

DWY

GAR

HWY

MON

N&W

O/H

PAV'T

PED POLE

POR

RTE

ROW

FEE WO/A

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

EDGE OF PAVEMENT

EDGE OF SHOULDER

FENCE POST

FOUNDATION

FENCE LINE

GARAGE

GRAVEL

HOUSE

HIGHWAY

IRON PIN OR IRON PIPE

MAILBOX

MONUMENT

NAIL AND WASHER

ORIGINAL GROUND

OVERHEAD

PARCEL

PAVEMENT

PERMANENT EASEMENT

PEDESTRIAN POLE

PROPERTY LINE

PORCH

RAILROAD

ROUTE

RIGHT OF WAY

TOPOGRAPHY (MISCELLANEOUS)

SHLDR

RETAINING WALL

STATE HIGHWAY

SHOULDER

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

CAP

CIP

CMP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

D'XING

EHW

ELEV

ELW

INV

MHW

OHW

OLW

RCP

VCP

SPK

STK

STY

U/G

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

BRG

EXT

HCL

HSD

LVC

POL

PSD

PVC

PVI

PVT

SSD

STA

TGL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRM

SQUARE FEET

GALLON

mi lb LB

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

CONE PENETROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

A M

U S

E R

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

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O R

M A

N A

G E

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E S

C H

E C

K D

R A

F T

C H

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E R

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a

_c ph _i nd .d gn

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B A

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T O

SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

AC CONTROL (CENTERLINE)

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

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

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

FW SW

AHB

HB W / OA

PLA

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

N A

M E

U S

E R

D A

T E

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

E R

O R

M A

N A

G E

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a cp h le g .d g n

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B A

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SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

L-01LEGEND

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

SHOULD BE LABELED ON THE PLANS.

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

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

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

APE

ATE

FEE

AFEE

FEE W / OA

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

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

MJCP PT., JURIS. CITY

PT., CROSS CUT

IDEFAULT

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF END

POINT ON LINE

POINT ON SPIRAL

POINT ON TANGENT

POINT ON VERTICAL CURVE

POINT ON VERTICAL TANGENT

POINT ON REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

BASELINE, POINT

BASELINE, POINT ON LINE

UNKNOWN POINT

COMM. VEH. ROAD TRANSCEIVER

E-ZPASS READER

MICROWAVE TRANSCEIVER

PORT. ACCOU. SPD & CNT. SENSOR

VEHICLE TO RDWY TRANSCEIVER

PORT. SPEED & COUNT SENSOR

FIBER OPTIC X-CONNECT CABINET

PAVEMENT SURFACE SENSOR

RDWY WEATHER INFO. SENSOR

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGP

CPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPV

CPSM

CPH

ATS

AST

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

WETLAND FLAGEWFG

RFM

DINV

DS STRUCTURE, RECTANGULAR

INVERT ANTENNASIANT_P

GAS, METER

GAS, MANHOLE

GAS, LINE MARKER

GAS/FUEL PUMP

GAS, VALVE

GAS, VENT

LIGHTING, POLE

LIGHTING, POLE, MEDIAN

LIGHTING, POLE, PED.

MISC. FILLER CAP

OIL, LINE MARKER

TELEPHONE, LINE MARKER

TELEPHONE, MANHOLE

CABLE TV, LINE MARKER

CABLE TV, PULL BOX

UNKNOWN, MANHOLE

UNKNOWN, VALVE

WATER, FIRE HYDRANT

WATER, METER

WATER, MANHOLE

WATER, VALVE

WATER, WELL

UGM

UGMH

UGLM

UGP

UGV

UGVT

ULP

ULPM

ULPP

UMFC

UOLM

UPD

UPL

USMH

UTB

UTLM

UTMH

UTVPB

UUJB

UUMH

UUVL

UWFH

UWM

UWMH

UWV

UWW

UNKNOWN, JUNCTION BOX

UTVLM

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

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

VMS

PVMS

RWIS

WIM

LEGEND

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 PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

ETRS_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

NAMENAME NAME NAME DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

DRAINAGE

CULV

PRFB

CDPD

EZ-T

R M

WVR

P1 M1

FEE

M1 P1

FEE WO/A

M1 P1

L-02

ONLY AND DO NOT HAVE CORRESPONDING EXISTING FEATURES.

6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED

LABELED ON THE PLANS.

EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD BE

DO NOT HAVE A UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT

5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET

DRAWINGS).

FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE

FEATURE SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING

N A

M E

U S

E R

D A

T E

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

E R

O R

M A

N A

G E

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

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BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a cp h le g .d g n

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B A

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O R

T O

SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

TYP-01TYPICAL SECTIONS

DESCRIPTIONITEM UNIT

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

203.03 EMBANKMENT IN PLACE CY

304.12 SUBBASE COURSE, TYPE 2 CY

9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON

404.1989 TON

404.2589 25 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON

407.0103 STRAIGHT TACK COAT GAL

490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY

DESCRIPTIONITEM

608.01020005

609.0212

610.1604

615.80010005

NOTES:UNIT

SEE DWG. ALG-06 FOR TABLE OF CROSS SLOPES AND SUPERELEVATION.1.

SEE DWG. LAP-01 FOR IMPRINT AND COLOR.2.

404.0983

19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION

COLORED AND IMPRINTED PORTLAND CEMENT CONCRETE SIDEWALK

STONE CURB NEAR VERTICAL FACE (NVF) LF

TURF ESTABLISHMENT - SALT TOLERANT SY

RAILING, TYPE 01 LF

610.1403 TOPSOIL - LAWNS CY

627.50140008 CUTTING PAVEMENT LF

610.1201 PERMEABLE WEED CONTROL LANDSCAPE FABRIC SY

203.24010017 SHOULDER BACKUP TON

DECORATIVE STONE MULCH 1" - 2" STONE SIZE610.11040409 CY

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

LIMITS UNDER ITEM 203.02.

REMOVE EXISTING PAVEMENT WITHIN FULL DEPTH RECONSTRUCTION 3.

N A

M E

U S

E R

D A

T E

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

E R

O R

M A

N A

G E

R D

E S

C H

E C

K D

R A

F T

C H

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K P

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BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a cp h ty p

.d g n

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T O

SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

ITEM 203.03

SUBBASE COURSE

12" - ITEM 304.12

ITEM 203.02

ASPHALT TOP COURSE

2" - ITEM 404.0983

ASPHALT BINDER COURSE

2-1/2" - ITEM 404.1989

ASPHALT BASE COURSE

3" - ITEM 404.2589

STRAIGHT TACK COAT

ITEM 407.0103

STA. 13+06 TO 13+76 VARIES FROM 12'-0" TO 10'-6"

STA. 11+75 TO 12+37 VARIES FROM 7'-8" (DRIVEWAY) TO 13'-1"

STA. 13+06 TO 13+76 VARIES FROM 12'-0" TO 10'-6"

STA. 11+75 TO 12+37 VARIES FROM 7'-8" (DRIVEWAY) TO 12'-0"

POR

STA. LINE/HCL/TGL

1'-0"

STONE CURB TYP.

ITEM 609.0212ITEM 610.1403 - 4" TOPSOIL LAWN

ESTABLISHMENT - SALT TOLERANT

ITEM 610.1604 - TURF

TYP.

SEE DWG. RLG-05 TO RLG-10

GUIDE RAIL

SUBBASE COURSE

ITEM 304.12

CONCRETE SIDEWALK

ITEM 608.01014" -

DETAILS

SEE DWG. RLG-04 FOR

PEDESTRIAN RAILING

ITEM 615.80010005

TRAVEL WAY TRAVEL WAY

VARIES MIN. 5'-5"

SIDEWALK CLEAR WIDTH

TYPICAL SECTION

STA. 13+06.24 TO 13+76

STA. 11+75 TO 12+37.07

CURB ON LT. SIDE TO START AT STA. 12+14.5

STA. 13+06 TO 13+76 VARIES FROM 24'-0" TO 21'-0"

STA. 11+75 TO 12+37 VARIES FROM 15'-4" (DRIVEWAY) TO 25'-1"

"RC" STA. LINE

"LC" STA. LINE

SEE NOTE 1

VARIES

SEE NOTE 1

VARIES 1.5%

CONDUITS FOR FUTURE USE

SEE DWG. WAL-01 TO 06

RETAINING WALL

COST TO BE INCLUDED IN SIDEWALK ITEM

PROVIDE SLEEVES IN SIDEWALK FOR GUIDERAIL POSTS

(SEE NOTE 26 ON DWG. GNN-01 FOR COLOR OF STONE)

PLACED ON WEED CONTROL FABRIC ITEM 610.1201

6" DECORATIVE STONE ITEM 610.11040409

SEE DWG. ERWPLN-01 FOR BACKFILL

2% 2%

TOP COURSE TO CURB TYP.

ITEM 418.7603 BETWEEN

ITEM 418.7603 BETWEEN TOP COURSE JOINTS

EXISTING PAVEMENT

EXISTING PAVEMENT REMOVED

AS NEEDED TO FILL IN

ITEM 304.12

LIMITS OF FILL

SEE DWG. ECP-01 FOR

(MIN. 2)

VARIES

ASPHALT RECONSTRUCTION

4'-0" FULL DEPTH

E X

P A

V E

M E

N T

SOUTH BARRY AVE.

ROADWAY EDGE RECONSTRUCTION

SUBBASE

STA. 13+76 TO STA. 15+10 RT.

ITEM 404.2589

BASE COURSE ASPHALT, 80 SERIES

MATCH BOTTOM OF EXISTING ASPHALT

(MIN. THICKNESS 5")

12" - ITEM 304.12

SUBBASE COURSE

ITEM 627.50140008

SAWCUT PAVEMENT

PAVEMENT

EXISTING

EDGE OF

FOR PROPOSED EDGE

SEE PLAN

ITEM 203.02

ASPHALT TOP COURSE, 80 SERIES

2" ITEM 404.0983

2" ITEM 490.30

MILLING / OVERLAY LIMITS

SEE GEN PLAN FOR

ITEM 203.24010017

2' WIDTH

SHOULDER BACKUP

MATCH EXISTING

CROSS SLOPE

3/23/2026 John Robert Balison

TYP-02TYPICAL SECTIONS

NOTES:

TEMP. ASPHALT UNDER ITEM 404.4189.

A BOND BREAKER BETWEEN APPROACH SLAB AND

SIDEWALK WITH TEMPORARY ASPHALT AND PLACE

DURING STAGE 2 TEMPORARILY FILL IN RECESS FOR 4.

SEE DWG. ALG-01 TO 06 FOR STA. LINE DATA.3.

SLEEVES.

SLABS. COST TO BE INCLUDED IN ITEMS FOR STEEL

BOARD OVER 12" STEEL SLEEVE BELOW APPROACH

GAS SLEEVE. PLACE A 1" THICK LAYER OF XPS FOAM

TOP OF THE 24" STEEL WATER SLEEVE AND 8" STEEL

THE BOTTOM OF THE APPROACH SLABS AND THE

PROVIDE A LAYER OF CUSHION SAND BETWEEN 2.

AT STEEL CASING.

SEE DWG. APR-01 TO 03 FOR APPROACH SLAB DETAIL 1.

N A

M E

U S

E R

D A

T E

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

E R

O R

M A

N A

G E

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a cp h ty p

.d g n

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SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

12'-0"12'-0"

1'-0"

STA. LINE/HCL/TGL CROWN LINE

DETAILS

SEE DWG. RLG-04 FOR

PEDESTRIAN RAILING

ITEM 615.80010005

TRAVEL WAY TRAVEL WAY

SUBBASE COURSE

12" - ITEM 304.12

TYP.

BRIDGE RAILING

ITEM 568.54

SEE DWG. APR-03

STRUCTURAL APPROACH SLAB

ITEM 557.1013

ON APPROACH SLAB

ITEM 557.30 - SIDEWALK

FOR COLOR OF STONE)

(SEE NOTE 26 ON DWG. GNN-01

FABRIC ITEM 610.1201 (TYP.)

PLACED ON WEED CONTROL

ITEM 610.11040409

6" DECORATIVE STONE

BACKFILL WITH SUBBASE ITEM 304.12

AND DISPOSAL

UNCLASSIFIED EXCAVATION

ITEM 203.02

STONE CURB (TYPE F1) TYP.

ITEM 609.0302

INTEGRAL ABUTMENT U-WALL (TYP.)

" SIDEWALK8

9'-3

TYPICAL END APPROACH SLAB SECTION

TYP.

9" ITEM 620.0801

2'-0" ITEM 620.04

2% 2%

STA. 12+96.24 TO 13+06.24

1'-9

ITEM 557.30

BRUSH CURB

2'-1

37'-2

24" STEEL SLEEVE FOR WATERMAIN

ITEM 660.21240008

8" STEEL SLEEVE FOR GAS MAIN

ITEM 660.21080008POUR

CLOSURE

2'-6"

STAGE 1STAGE 2

1.5 %

"LC" STA. LINE

"RC" STA. LINE

12" STEEL SLEEVE FOR FUTURE SEWER

ITEM 660.21120008

SEE NOTE 2

FUTURE USE

CONDUITS FOR

BASE FLOOD EL. 13.0

100 YEAR

MEAN HIGH WATER EL. 2.5

MEAN LOW WATER EL. -2.0

MEAN HIGH WATER EL. 2.5

MEAN LOW WATER EL. -2.0

" 3'-6"

2% TYP.

EXISTING PAVEMENT

EXISTING PAVEMENT REMOVED

AS NEEDED TO FILL IN

ITEM 304.12

VARIES FROM 6.9' to 3.3'

VARIES FROM 7.1' TO 4.3'

EL. VARIES FROM 4.5 TO 8.0

EL. VARIES FROM 4.5 TO 7.3

VARIES FROM 13'-1" TO 12'-0"12'-0"

1'-0"

STA. LINE/HCL/TGL

CROWN LINE

TRAVEL WAY TRAVEL WAY

SUBBASE COURSE

12" - ITEM 304.12

TYP.

BRIDGE RAILING

ITEM 568.54

SEE DWG. APR-03

STRUCTURAL APPROACH SLAB

ITEM 557.1013 ON APPROACH SLAB

ITEM 557.30 - SIDEWALK

ITEM 610.1403 - 4" TOPSOIL LAWN

ESTABLISHMENT - SALT TOLERANT

ITEM 610.1604 - TURF

STONE CURB (TYPE F1) TYP.

ITEM 609.0302

U-WALL (TYP.)

INTEGRAL ABUTMENT

VARIES MIN. 8'-3" SIDEWALK

TYPICAL BEGIN APPROACH SLAB SECTION

2% 2%

STA. 12+37.07 TO 12+47.08

1'-9

ITEM 557.30

BRUSH CURB

MIN. 2'-1"

VARIES

ITEM 203.03

DETAILS

SEE DWG. RLG-04 FOR

PEDESTRIAN RAILING

ITEM 615.80010005

37'-6

SEE DWG. WALL-03 TO 06

FILL TYPE WALL

ITEM 554.41

2'-6"

STAGE 1STAGE 2

VARIES

CONST. JT. IN APPROACH SLAB

SEE DWG. PRO-02

CURB HEIGHT VARIES

1.5%

"RC" STA. LINE

"LC" STA. LINE

SEE NOTE 2

24" STEEL SLEEVE FOR WATERMAIN

ITEM 660.21240008

AND DISPOSAL

UNCLASSIFIED EXCAVATION

ITEM 203.02

8" STEEL SLEEVE FOR GAS MAIN

ITEM 660.21080008 (UTILITY SHARE)

12" STEEL SLEEVE FOR FUTURE SEWER

ITEM 660.21120008

ITEM 304.12

BACKFILL WITH SUBBASE

FUTURE USE

CONDUITS FOR

BASE FLOOD EL. 13.0

100 YEAR

MEAN HIGH WATER EL. 2.5

MEAN LOW WATER EL. -2.0

MEAN HIGH WATER EL. 2.5

MEAN LOW WATER EL. -2.0

(SEE NOTE 26 ON DWG. GNN-01 FOR COLOR OF STONE)

PLACED ON WEED CONTROL FABRIC ITEM 610.1201

6" DECORATIVE STONE ITEM 610.11040409

STONE FILL FINE

9" ITEM 620.02

(SEE NOTE 26 ON DWG. GNN-01 FOR COLOR OF STONE)

PLACED ON WEED CONTROL FABRIC ITEM 610.1201

6" DECORATIVE STONE ITEM 610.11040409

3'-6"

SEE NOTE 4

2% TYP.

EXISTING PAVEMENT

EXISTING PAVEMENT REMOVED

AS NEEDED TO FILL IN

ITEM 304.12

VARIES 7' TO 7.4'

EL. 3.9

VARIES 5.2' TO 0'

EL. VARIES FROM 6.0 TO 10.9

John Robert Balison

JBSC

W26

POLE

78508

POLE

78509

POLE

GRATE 9.86

GRATE 8.74

GRATE 8.64

EXPLN-01EXISTING PLAN

0 10 20 30 40 50'10

1" = 25'

G R

N O

R T H

ACTIVE GAS MAIN

OVERHEAD LINES

WATER LINE

EXISTING SHALLOW GAS MAIN

CONCRETE ENCASEMENT OF

EXISTING SHALLOW GAS MAIN

CONCRETE ENCASEMENT OF

NOTES:

OF SERVICE PRIOR TO REMOVAL.

CAN BE PREFORMED ON THE GAS MAIN TO VERIFY IT IS OUT

GAS MAIN CONED SHALL BE CONTACTED SO A DEAD TEST

INCLUDED IN EXCAVATION ITEMS. PRIOR TO REMOVING ANY

TO REMOVE THESE AS PART OF THIS PROJECT. COST TO BE

GAS MAIN REMAIN NEAR THE BRIDGE. IT WILL BE NECESSARY

ON BOTH ENDS OF THE BRIDGE, SECTIONS OF ABANDONED 1.

SEE NOTE 1

MEAN LOW WATER

MEAN HIGH WATER

N A

M E

U S

E R

D A

T E

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

N S

U P

E R

O R

M A

N A

G E

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com jw at zk a cp h ex p .d g n

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A T

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B A

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G O

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A T

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A J.

B A

O N

O R

T O

SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

SOUT

BAR

NOW

MERLY

BENNE

GOL

NOW

MERLY

ZURBUCH

NOW OR FORMERLY

STETSON

NOW OR FORMERLY

CN 550923178

WESTCHESTER LAND TRUST, INC.

NOW OR FORMERLY

VILLAGE OF MAMARONECK

NOW OR FORMERLY

CN 550923178

WESTCHESTER LAND TRUST, INC.

NOW OR FORMERLY

BENNE

GOL

NOW

MERLY

VILLAGE OF MAMARONECK

NOW OR FORMERLY

CN 550923178

WESTCHESTER LAND TRUST, INC.

NOW OR FORMERLY

O T T E

E E

T E R

E E K

SOUTH BARRY AVE

G R

A V E L

D R

PAVE

IVE

PAVED DRIVE

GARAGE

FRAMED

1 STORY

BBGR

PILES W/ WOOD BORDED RW

SRW

S C

SRW

S R

GRASSGRASS GRASS

GRASS

STONE PAVER

-1

-2

8 7

3 2 1 0

-1 -2

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HOUSE

John Robert Balison

13. THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NEW YORK STATE PLANE EAST ZONE.

ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES USED HEREIN.

OF THE CONTRACT PLANS AND SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC SHEETS THEY

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON SUBSEQUENT SHEETS 12.

CURRENT ADDITIONS AND MODIFICATIONS.

RELATIONS AND RESPONSIBILITY TO THE PUBLIC, OF THE STANDARD SPECIFICATIONS, INCLUDING

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF SECTION 107, LEGAL

EDITION) WITH APPROPRIATE NEW YORK STATE DEPARTMENT OF TRANSPORTATION SUPPLEMENT.

PERTINENT SECTIONS OF THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (2009

ACCORDANCE WITH ITEM 619.01, THE TRAFFIC CONTROL NOTES INCLUDED ON THE PLANS, AND THE

PROTECTION OF THE PUBLIC: THE CONTRACTOR SHALL MAINTAIN AND PROTECT TRAFFIC IN 11.

OSHA REGULATIONS.

THE CONTRACTOR SHALL PROTECT WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE 10.

VICINITY OF UNDERGROUND UTILITIES SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER.

THE METHOD OF REMOVAL OF EXISTING ROADWAY OR SHOULDER PAVEMENT IN THE IMMEDIATE 9.

AND MAY NOT CEASE HIS WORK OPERATION UNTIL SERVICE IS RESTORED.

INTERRUPTION IN SAID SERVICE, HE SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE

IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN 8.

OTHER FACILITIES DURING THE COURSE OF CONSTRUCTION.

TAKE THE NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE WITH OR DAMAGE TO THESE OR

MAY EXIST, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT OPERATIONS AND

BE DETERMINED IN THE FIELD. ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, CONSTRUCTED AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THEIR EXACT LOCATION SHALL

LOCATION OF PUBLIC AND/OR PRIVATE UTILITIES, INDICATED AS EXISTING AND/OR TO BE 7.

THE ENGINEER.

REPAIRED BY THE CONTRACTOR WITHOUT COST TO THE COUNTY, AND TO THE SATISFACTION OF

DAMAGE TO THE EXISTING FACILITY WHICH IS NOT PART OF THE INTENDED WORK SHALL BE

CAUSED BY HIS OPERATIONS WHICH IS NOT INCLUDED AS PART OF THE INTENDED WORK. ALL

THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING FACILITY 6.

CONTRACT.

MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED BY THE VARIOUS ITEMS IN THE

CONTRACT PLANS, WILL BE PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF

ACTUAL FIELD CONDITIONS AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE

WORK PERTAINING TO MODIFICATIONS, AS MAY BE REQUIRED, DUE TO ANY DIFFERENCE BETWEEN 5.

109-05 OF THE NYSDOT STANDARD SPECIFICATIONS.

BY THE CONTRACTOR AS ORDERED BY THE ENGINEER, AND PAID IN ACCORDANCE WITH SECTION

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

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT 4.

INDICATED ON THE SHOP DRAWINGS SUBMITTED FOR REFERENCE OF THE REVIEWER.

MEASUREMENTS ARE SUBMITTED FOR APPROVAL, THE FIELD MEASUREMENTS MADE SHALL BE

THE PLANS AS APPROVED BY THE ENGINEER. WHEN SHOP DRAWINGS BASED ON FIELD

FIELD CONDITIONS AND DIMENSIONS AND MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON

DIMENSIONS DIFFER FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL USE THE

SHALL ASSUME FULL RESPONSIBILITY FOR THEIR ACCURACY IF FIELD CONDITIONS AND

FIELD MEASUREMENTS TO ASSURE PROPER FIT OF THE FINISHED WORK, AND THE CONTRACTOR

LIMITED FIELD SURVEY AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL SUCH

REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM THE ORIGINAL CONSTRUCTION DRAWINGS AND

DIMENSIONS OF THE EXISTING STRUCTURES SHOWN ON THESE PLANS ARE FOR GENERAL

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD, ALL CONDITIONS AND DIMENSIONS. 3.

CONDITIONS.

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

THE TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS

DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND INFORMATION AVAILABLE AT

BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT

RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE OF 2.

CONDUCTING THIS SITE VISIT.

SHOULD CARRY, A SET OF CONTRACT PLANS/PROPOSAL FOR IDENTIFICATION PURPOSES WHEN

REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR

OF THE CONTRACTOR'S FAILURE TO INCLUDE IN HIS BID ALL ITEMS AND MATERIALS WHICH HE IS

UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR BECAUSE

CONDITIONS AND TO JUDGE FOR HIMSELF THE EXTENT AND NATURE OF THE WORK TO BE DONE

THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING. TO BE FAMILIARIZED WITH THE FIELD 1.

GENERAL NOTES:

SEE EROSION CONTROL NOTES.

STREAM AND WETLAND PROTECTION NOTES:20.

FROM THE EIC.

BIRDS SHALL BE REMOVED OR DISTURBED IN ANY WAY WITHOUT PERMISSION

MIGRATORY BIRDS, CONTACT THE EIC. NO NESTS OF PROTECTED MIGRATORY

IF THERE ARE ANY QUESTIONS REGARDING HOW TO PROCEED WITH NESTING

CONSERVATION AND THE UNITED STATES FISH AND WILDLIFE SERVICE.

CONSULTATION WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL

WORK WILL AFFECT THE NEST, IT CAN ONLY BE REMOVED AFTER

STRUCTURE WORK, IT SHALL NOT BE REMOVED OR DAMAGED. HOWEVER, IF

AFTER YEAR. IF THE NEST WILL NOT INTERFERE WITH THE PROPOSED

HAWKS, FALCONS AND EAGLES RETURN TO AND USE THE SAME NEST YEAR

MARCH 31 AUGUST 21FEBRUARY 25 JULY 25RED TAIL HAWK

APRIL 19 AUGUST 31MARCH 2 JUNE 19FALCON

PEREGRINE

APRIL 6 OCTOBER 26MARCH 9 SEPTEMBER 28MOURNING DOVE

APRIL 12 SEPTEMBER 25MARCH 23 SEPTEMBER 1AMERICAN ROBIN

APRIL 22 SEPTEMBER 6MARCH 25 AUGUST 4 EASTERN PHOEBE

APRIL 27 SEPTEMBER 22APRIL 14 AUGUST 10 BARN SWALLOW

MAY 1 AUGUST 23APRIL 19 JULY 31CLIFF SWALLOW

MAY BE PRESENTMAY BE PRESENT

DATES YOUNGDATES EGGS

EARLIEST AND LATESTEARLIEST AND LATESTBIRD SPECIES

THE NESTS:

UNDER STRUCTURES, AND DATES WHEN EGGS AND YOUNG BIRDS MAY BE IN

LISTED BELOW ARE THE MOST COMMON MIGRATORY BIRDS THAT NEST ON OR

NEST BROOD AT THE SAME LOCATION.

AS QUICKLY AS POSSIBLE TO PREVENT BIRDS FROM BEGINNING A SECOND

REMOVED AND STRUCTURE WORK MAY COMMENCE. WORK SHOULD COMMENCE

(LEAVE THE NEST). AFTER THE YOUNG HAVE FLEDGED, THE NEST CAN BE

REMOVED, DAMAGED OR DISTURBED UNTIL THE YOUNG BIRDS HAVE FLEDGED

IF YOUNG BIRDS OR EGGS ARE PRESENT IN THE NEST, IT CANNOT BE

BIRDS FROM BEGINNING A SECOND NEST BROOD AT THE SAME LOCATION.

PRESENT. WORK SHOULD COMMENCE AS QUICKLY AS POSSIBLE TO PREVENT

ARE ABSENT, THE NEST CAN BE REMOVED ANYTIME AN ADULT BIRD IS NOT

FOR THE PRESENCE OF YOUNG BIRDS AND EGGS. IF YOUNG BIRDS OR EGGS

IF THE NEST IS DETERMINED TO BE ACTIVE, IT MUST BE CAREFULLY EXAMINED

INACTIVE AND IT CAN BE REMOVED AND STRUCTURE WORK CAN COMMENCE.

THESE ACTIVITIES ARE OBSERVED, THE NEST CAN BE ASSUMED TO BE

MATCHING THE NEST-TYPE FLYING IN THE VICINITY OF THE NEST. IF NONE OF

TO AND FROM THE NEST, SOUNDS OF YOUNG IN THE NEST, OR BIRD SPECIES

NEST IS INDICATED BY ADULT BIRDS CONSTRUCTING THE NEST, BIRDS FLYING

CONSECUTIVE HOURS TO DETERMINE IF IT IS ACTIVE OR INACTIVE. AN ACTIVE

A NEST SHOULD BE CAREFULLY EXAMINED OR OBSERVED FOR SEVERAL

IS THE NEST INHABITED BY A PROTECTED MIGRATORY BIRD SPECIES.2.

IS THE NEST ACTIVE (ADULT BIRDS, EGGS OR YOUNG BIRDS IN THE NEST).1.

STRUCTURE(S), THE FOLLOWING MUST BE DETERMINED FOR EACH NEST:

ENGINEER AND CONTRACTOR OBSERVE BIRD NESTS ON OR UNDER THE

CONTRACTOR SHALL SURVEY THE STRUCTURE(S) FOR BIRD NESTS. IF THE

BEFORE COMMENCING ANY CONSTRUCTION ACTIVITIES, THE ENGINEER AND

REHABILITATOR.

SPECIES INTO NEARBY TREES OR TO TRANSFER THE NESTS TO A WILDLIFE

CONTRACTOR IS ENCOURAGED TO RELOCATE ACTIVE NESTS OF UNPROTECTED

PROTECTED, THEY SHOULD BE TREATED IN A HUMANE MANNER. THE

STARLINGS AND MONK PARAKEETS. ALTHOUGH THESE SPECIES ARE NOT

ROCK DOVES (DOMESTIC PIGEONS), ENGLISH SPARROWS, EUROPEAN

MIGRATORY BIRD SPECIES THAT ARE NOT PROTECTED UNDER THE MBTA ARE

(INCLUDING SWALLOWS, EASTERN PHOEBES AND AMERICAN ROBINS).

ALL WATERFOWL, HERONS, EAGLES, HAWKS, FALCONS, OWLS AND SONGBIRDS

MIGRATORY BIRD SPECIES THAT ARE PROTECTED UNDER THE MBTA INCLUDE

CAN RESULT IN A FINE OF $15,000, IMPRISONMENT FOR SIX MONTHS, OR BOTH.

FROM THE U.S. FISH AND WILDLIFE SERVICE. EACH VIOLATION OF THE MBTA

ANY MIGRATORY BIRD UNLESS A MIGRATORY BIRD PERMIT IS FIRST OBTAINED

UNLAWFUL TO INTENTIONALLY OR UNINTENTIONALLY TAKE, CAPTURE OR KILL

EGGS AND YOUNG). UNDER THE MIGRATORY BIRD TREATY ACT (MBTA), IT IS

FEDERAL LAWS PROTECT SOME OF THESE BIRD SPECIES (AND THEIR NESTS,

BUILDINGS (HEREAFTER REFERRED TO AS SIMPLY “STRUCTURES”). STATE AND

A VARIETY OF BIRD SPECIES NEST ON OR UNDER BRIDGES, CULVERTS, AND

MIGRATORY BIRD TREATY ACT:

BIRDS NESTING ON OR UNDER STRUCTURES AND PROTECTED BY THE 19.

TRANSMITTED TO THE RESIDENT ENGINEER.

IS REFUSED, THIS SHALL BE DOCUMENTED IN WRITING BY THE CONTRACTOR AND

ORDER TO OBTAIN ACCESS. IF ACCESS

THE CONTRACTOR SHALL COORDINATE WITH THE TOWN AND THE RESIDENT ENGINEER IN

BRIDGE.

- ONE STORY GARAGE ADJACENT TO THE BRIDGE AT NW CORNER OF

SHALL BE PERFORMED ON THE FOLLOWING:

BUILDING CONDITION SURVEY AND VIBRATION MONITORING (LIMITS PER SPEC) 1.

THE BELOW WORK SHALL BE INCLUDED IN ITEMS 634.99010017 AND 634.99020017.

24. VIBRATION MONITORING AND BUILDING CONDITION SURVEY NOTES:

GASLINE THRU THE SLEEVE ON THE EAST HALF OF THE NEW BRIDGE.

TO INSTALL SLEEVE BETWEEN BEAMS AND THEN CONED WILL INSTALL THE NEW

ONCE THE STAGE 1 PORTION OF THE NEW BRIDGE IS IN PLACE, BRIDGE CONTRACTOR

ON THE WEST HALF OF THE EXISTING BRIDGE CARRYING ALTERNATING TRAFFIC.

GASLINE - (OWNER = CONED) - DURING STAGE 1 THE GAS LINE WILL REMAIN IN SERVICE

BRIDGE.

INSTALL THE NEW PERMANENT WATERMAIN ACROSS THE EAST HALF OF THE NEW

STAGE 1 PORTION OF THE NEW BRIDGE IS BUILT THE BRIDGE CONTRACTOR TO

TO THE WESTSIDE OF THE EXISITNG BRIDGE PRIOR TO STAGE 1 DEMO. ONCE THE

CONTRACTOR UNDER PAY ITEMS TO TEMPORARILY MOVE THE EXISTING WATERMAIN

WATERMAIN - (OWNER = WESTCHESTER JOINT WATER WORKS, WJWW) - THE BRIDGE

CONSTRUCTION.

REMAIN IN THEIR CURRENT POSITION ON WESTSIDE OF BRIDGE FOR DURATION OF

OVERHEAD COMMUNICATION (OWNER = CSC HOLDINGS LLC / VERIZON) - LINES TO

CURRENT POSITION ON WESTSIDE OF BRIDGE FOR DURATION OF CONSTRUCTION.

OVERHEAD ELECTRIC (OWNER = CONED) - LINES TO REMAIN IN SERVICE IN THEIR

AS PART OF THIS PROJECT UTILITY RELOCATIONS WILL NEED TO BE DONE AS FOLLOWS:

AGREEMENTS / SPECIAL NOTE IN PROPOSAL)

23. UTILITY RELOCATION NOTES (SEE DWG. UTL-01 TO UTL-12 FOR DETAILS AND UTILITY

THE UTILITY QUALITY LEVEL FOR THE PROJECT AREA IS AS FOLLOWS: QL-C

LOCATE SUBSURFACE UTILITIES. (SHOWN AS QLD)

QUALITY LEVEL D - EXISTING CITY AND UTILITY COMPANY RECORDS WERE USED TO

LOCATED. (SHOWN AS QLC)

FEATURES LIKE MANHOLES, VALVE BOXES, AND HYDRANTS HAVE BEEN FIELD

ON THE CONTRACT PLANS. DEPTHS WERE NOT FIELD VERIFIED. PHYSICAL SURFACE

QUALITY LEVEL C - RECORD INFORMATION PROVIDED BY UTILITY OWNERS WAS PLOTTED

PERFORMED. (SHOWN AS QLB)

PLANS HAVE BEEN USED TO LOCATE UTILITIES. NO EXCAVATIONS WERE

UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) AND EXISTING RECORD

QUALITY LEVEL B - SUBSURFACE GEOPHYSICAL LOCATING TECHNIQUES (IE.

APPROPRIATE. (SHOWN AS QLA)

THE CONTRACT PLANS HAS BEEN LOCATED AND VERIFIED BY EXCAVATION, WHEN

QUALITY LEVEL A - THE HIGHEST DEGREE OF ACCURACY; THE UTILITY INFORMATION ON

22. UTILITY QUALITY LEVEL DESCRIPTION:

ACCESS / PAD.CONSTRUCTION ACCESS OR FOR CRANE

TO CONSTRUCT ANY NEEDED TEMPORARY MATERIAL THAT IS REQUIIRED

NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADDTIONAL REQUIRED WORK OR

COMPLETE WITH WORK AT NO ADDITIONAL COST TO THE TOWN.

MATERIAL AND RESTORE AREAS ONCE TEMPORARY CONSTRUCTION ACCESS

THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO REMOVE ANY

NEEDED TO CONSTRUCT THIS PROJECT IS ALL TEMPORARY CONSTRUCTION ACCESS

CONSTRUCTION ACCESS NOTES:21.

SUBMITTED TO THE EIC. THERE IS NO SEPARATE PAYMENT FOR CONDUCTING THESE SURVEYS.

BAT-ASSESSMENT-FORM-APRIL-2020.PDF, MUST BE COMPLETED IN ITS ENTIRETY AND

AT HTTPS://WWW.FWS.GOV/SITES/DEFAULT/FILES/DOCUMENTS/APPENDIX-D-BRIDGE-CULVERT-

THE FEDERAL HIGHWAY ADMINISTRATION BRIDGE/STRUCTURE BAT ASSESSMENT FORM, FOUND

ATTEMPT TO IDENTIFY THE SPECIES.

ASSESSMENT-GUIDANCE. IF BATS ARE FOUND, PHOTOS SHALL BE TAKEN IN ORDER TO

FOLLOWING DOCUMENT: HTTPS://WWW.FWS.GOV/MEDIA/APPENDIX-D-BRIDGESTRUCTURE-

SIGHTINGS, DROPPINGS, STAINING, OR SOUND. ADDITIONAL GUIDANCE IS AVAILABLE IN THE

GROUND BELOW THE BRIDGE WITH THE USE OF BINOCULARS. INDICATORS INCLUDE

OF THE BRIDGE. THE BRIDGE/BAT SURVEY CAN BE CONDUCTED BY AN INDIVIDUAL FROM THE

INSPECTION SHALL BE COMPLETED BETWEEN APRIL 15 AND OCTOBER 31 ON THE UNDERSIDE

CONTRACTOR SHALL INSPECT THE BRIDGE FOR EVIDENCE OF ROOSTING BATS. THE

GOOD FOR TWO YEARS. IF THE CONSTRUCTION CONTINUES BEYOND JUNE 2027 THE

2025 AND FOUND NO EVIDENCE OF BATS PRESENT UNDER THE BRIDGE. THE ASSESSMENT IS

A BRIDGE / STURCTURE ASSESSMENT FOR THE PRESENCE OF BATS WAS CONDUCTED IN JUNE

BRIDGE/BAT SURVEY

BREAST HEIGHT (DBH) AND BRANCHES THAT ARE 2 INCHES OR GREATER IN DIAMETER.

THESE DATE RESTRICTIONS APPLY TO TREES THAT ARE 2 INCHES OR GREATER IN DIAMETER AT

CUTTING AND TRIMMING SHALL ONLY BE PERFORMED FROM NOVEMBER 1 THROUGH MARCH 31.

BAT SPECIES, THE CONTRACTOR’S ATTENTION IS HEREBY DIRECTED TO THE FACT THAT TREE

IN ORDER TO PREVENT ANY DIRECT TAKINGS OF FEDERAL AND STATE LISTED ENDANGERED

PAYMENT FOR ADDITIONAL TREE REMOVALS.

THE FOLLOWING TREE CUTTING DATE RESTRICTIONS SHALL BE FOLLOWED. THERE IS NO

PREVIOUSLY COMPLETED, IF THE CONTRACTOR DESIRES TO REMOVE ADDITIONAL TREES THEN

ALL TREE REMOVALS NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT HAVE BEEN

TIME OF YEAR CUTTING AND TRIMMIMG RESTRICTIONS 18.

CONSULTATION WITH THE CONSTRUCTION ENVIRONMENTAL COORDINATOR.

PROHIBITED UNLESS COORDINATED AND APPROVED BY THE ENGINEER-IN-CHARGE IN

TREE BRANCHES WITH A DIAMETER OF 2 INCHES OR GREATER AT THE CUT POINT ARE BOTH

REMOVAL OF TREES WITH A TRUNK DIAMETER OF 2 INCHES OR GREATER AND REMOVAL OF

TREE REMOVAL AND TRIMMING PROHIBITION17.

PRIOR TO PLACEMENT OF ANY EQUIPMENT OR STAGING OF MATERIALS AT THE SUBJECT AREA.

SHOWING THE PROPOSED STAGING, STORAGE AND STOCKPILE AREAS FOR EACH WORK SITE

THE CONTRACTOR SHALL SUBMIT A PLAN TO THE ENGINEER-IN-CHARGE FOR APPROVAL

VEHICLES BENEATH THE DRIP LINES OF TREES.

REMOVING TREES, STOCKPILING MATERIAL, STORING EQUIPMENT, OR DRIVING AND PARKING

STORAGE AND STOCKPILE AREAS SHALL NOT BE DISTURBED. DISTURBANCE INCLUDES

GREATER LOCATED OUTSIDE OF THE PROJECT CLEARING LIMITS OR IN PROXIMITY TO STAGING, THE AREA BENEATH THE DRIP LINE OF ALL TREES WITH A TRUNK DIAMETER OF 2 INCHES OR

TREE PROTECTION FOR ENDANGERED SPECIES

ENDANGERED SPECIES NOTES:16.

BARRIER WILL BE PLACED WITHIN THE HIGHWAY BOUNDARY.

BOUNDARY IS FOR PLAN CLARITY ONLY. ALL SILT FENCE AND VEGETATION PROTECTION

ANY EROISION CONTROL OR VEGETATION PROTECTION BARRIER SHOWN BEYOND THE HIGHWAY 15.

PILES, ETC.).

NEEDED FOR THE CONTRACTORS OWN BENEFIT (I.E., EQUIPMENT STORAGE, MATERIAL STOCK

E. THE CONTRACTOR SHALL ACQUIRE ANY RELEASES OR PROPERTY RIGHTS THAT ARE

EXPENSE (STANDARD SPECIFICATION 107-08 AND 107-09).

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

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

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

OUTSIDE OF THE RIGHT-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN

THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS, OR BUILDING

BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE CONTRACTOR.

WAY, INCLUDING PLANTINGS; LANDSCAPING, OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED

RELEASES FOR ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHT-OF-

C. IN ACCORDANCE WITH SECTION 105-15 OF THE NYSDOT STANDARD SPECIFICATIONS,

INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS 105-10 & 625).

PROJECT ENGINEER FOR DEFINITIVE BOUNDARY DETERMINATION BEFORE ANY WORK MAY BE

CONTRACT CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE

B. IF THE CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHT-OF-WAY WHEN THE

PROTECTIVE BARRIER.

SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR

DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT; GRADING,

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

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

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

A. ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-

14.

GNN-01GENERAL NOTES

COMMONLY REFERED TO AS “BEACH PEEBLES”.

ROUND STONES / PEEBLES, 1-INCH TO 2-INCH IN SIZE, MULTI-COLORED,

SHOWN ON THE PLANS. DECORATIVE STONE MULCH SHALL BE SMOOTH

ITEM 610.11040409, DECORATIVE STONE MULCH, IS SPECIFIED AT LOCATIONS

DECORATIVE STONE MULCH26.

EXISTING BRIDGE IS LOAD POSTED FOR 25 TONS.25.

RIGHT-OF-WAY NOTE:

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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, ON:

ALTERED BY:

ON:

AFFIX SEAL:

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

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SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TOWN OF RYE

NEW YORK

MAMARONECKVILLAGE:

LD# 040731

John Robert Balison

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DESCRIPTION OF ALTERATIONS:

WESTCHESTERCOUNTY: NYSDOT REGION: 8

8762.66PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

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SOUTH BARRY AVENUE OVER OTTER CREEK BRIDGE REPLACEMENT

2265790

TO…

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

File details come from the government source that posted it. Updated Jul 20, 2026.