8762.65_Aspinwall Rd Plans.pdf

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com

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ASPINWALL ROAD

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A L s9G r o rCONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

LAKE ONTARIO

LONG IS

LAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATL

ANTIC

OCEAN

CO

NN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

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NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

A D

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CANADA

CANADA

P E

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C O

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M A

S S

NYS DEPARTMENT

D E

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F T

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PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.

J O

B M

A N

A G

PREPARED BY

INDEX ON SHEET NO.

RECOMMENDED BY

DATE

END PROJECT

PROJECT LOCATION

COUNTY: DUTCHESS

DUTCHESS COUNTY

IDENTIFICATION NO. 8762.65

CAPITAL PROJECT

TOWN OF RED HOOK

ROBERT MCKEON, SUPERVISOR

COST(S)FISCAL SHARE

ASPINWALL ROAD OVER SAW KILL

BRIDGE REPLACEMENT

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

HVEA ENGINEERS

JOHN ROBERT BALISON, P.E.

GRID

NORTH

DATE

TOWN OF RED HOOK

THERESA BURKE, HIGHWAY SUPERINTENDENT

PROJECT

BEGIN

CONSTRUCTION PLANS

LOCALLY ADMINISTERED FEDERALLY FUNDED PROJECT

IN THE TOWN OF RED HOOK

REPLACEMENT OF ASPINWALL ROAD BRIDGE (BIN 2262850) OVER SAW KILL

CONTRACT LD040786

WILL BE RAISED APPROXIMATELY 2 FT. ON THE EXISTING HORIZONTAL ALIGNMENT.

PROJECT LIMITS WILL BE REMOVED AND RELOCATED THROUGH THE STRUCTURE. THE ROADWAY

STONE ARMORING WILL BE INSTALLED IN THE STREAM. THE EXISTING WATERMAIN IN THE

PRECAST THREE-SIDED STRUCTURE PLACED ON A SPREAD FOOTING AND DEEP FOUNDATION.

THE PROJECT PROPOSES TO REPLACE THE EXISTING ASPINWALL ROAD BRIDGE WITH A

THE TOTAL PROJECT LIMITS EXTEND 400 FT.

THIS PROJECT IS LOCATED AT THE INTERSECTION OF ASPINWALL ROAD AND THE SAW KILL.

PROJECT DESCRIPTION:

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 12/23/2024

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

THE CONTRACT PROJECT "PROPOSAL."

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

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

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

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

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

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

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

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

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

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com

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ASPINWALL ROAD

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A s9G r o rCONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

LAKE ONTARIO

LONG IS

LAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATL

ANTIC

OCEAN

CO

NN.

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

D E

S

IG

N S

U P

E R

V

IS

O R

P R

O J E

C T M

A N

A G

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D E

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F T

IN

G C

H E

C K

C H

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K

PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.

J O

B M

A N

A G

PREPARED BY

INDEX ON SHEET NO.

RECOMMENDED BY

DATE

END PROJECT

PROJECT LOCATION

COUNTY: DUTCHESS

DUTCHESS COUNTY

IDENTIFICATION NO. 8762.65

CAPITAL PROJECT

TOWN OF RED HOOK

ROBERT MCKEON, SUPERVISOR

COST(S)FISCAL SHARE

ASPINWALL ROAD OVER SAW KILL

BRIDGE REPLACEMENT

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

HVEA ENGINEERS

JOHN ROBERT BALISON, P.E.

GRID

NORTH

DATE

TOWN OF RED HOOK

THERESA BURKE, HIGHWAY SUPERINTENDENT

PROJECT

BEGIN

CONSTRUCTION PLANS

LOCALLY ADMINISTERED FEDERALLY FUNDED PROJECT

IN THE TOWN OF RED HOOK

REPLACEMENT OF ASPINWALL ROAD BRIDGE (BIN 2262850) OVER SAW KILL

CONTRACT LD040786

WILL BE RAISED APPROXIMATELY 2 FT. ON THE EXISTING HORIZONTAL ALIGNMENT.

PROJECT LIMITS WILL BE REMOVED AND RELOCATED THROUGH THE STRUCTURE. THE ROADWAY

STONE ARMORING WILL BE INSTALLED IN THE STREAM. THE EXISTING WATERMAIN IN THE

PRECAST THREE-SIDED STRUCTURE PLACED ON A SPREAD FOOTING AND DEEP FOUNDATION.

THE PROJECT PROPOSES TO REPLACE THE EXISTING ASPINWALL ROAD BRIDGE WITH A

THE TOTAL PROJECT LIMITS EXTEND 400 FT.

THIS PROJECT IS LOCATED AT THE INTERSECTION OF ASPINWALL ROAD AND THE SAW KILL.

PROJECT DESCRIPTION:

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 12/23/2024

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

THE CONTRACT PROJECT "PROPOSAL."

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

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

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

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

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

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

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

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

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

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A

ELECTRIC

ELECTRIC MANHOLE

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)

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

p

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

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTIONDESCRIPTION

UTILITIES

SQUARE FEET

GALLON

LB

MI

(PLANS)

SYMBOL

STANDARD

CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

" - INCHES

SQUARE YARDSY

LF

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

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

DESCRIPTION

TOPOGRAPHY (DRAINAGE)

SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

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

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

E

ABBR.

EMH

G GAS

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

ABBR.

BB

BC

BO

CAP

CB

CIP

STRMc

CMP

CP

CSP

CULV

DIA

DS

DMH

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

SICPP

TB

TC

TG

VCP

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

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

AH

CP

DA

DM

DN

FH

PA

PH

PT

SP

AH

AZ

BK

b

BRG

c

CS

e

EQ

EXT

HCL

HSD

L

LS

LVC

E f

PC

PI

POL

PSD

PT

PVC

PVI

PVT

R

SC

SSD

ST

STA

T

TGL

TS

VC

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

RP

TP

CONE PENTROMETER

PROPOSAL)

(SPECS/

NOMENCLATURE:

EQUIVALENT

SHEET

QUANTITIES

OF

ESTIMATE

UNIT:

PAYMENT

ITEM

FTQ

YDQ

YDR

LB

MI

INDEX AND ABBREVIATIONS IND-01

LD040786

F I

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

COUNTY: REGION: 8

8762.65PIN

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:

BIN 2262850

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

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P E

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P R

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BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com j c u r r a c p h i n d .d g n

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SAW KILL ROAD (ASPINWALL ROAD) OVER SAW KILL

BRIDGE REPLACEMENT

TOWN OF RED HOOK

DUTCHESS

M

E V

A N

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C U

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ON:

AFFIX SEAL: HVEA ENGINEERS

FEBRUARY 13, 2026

2 of 472 of 472 of 47

AC CONTROL (CENTERLINE)

CB

CBPR

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

FENCE, VEGETATION

FENCE, SILT

LABL

LAHR

LAPB

LAWA

LAWE

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

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)

BALE, STRAW

STSE*

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

www.hveapc.com

LEGEND (1 0F 2) LEG-01

HAVE CORRESPONDING EXISTING FEATURES.

6. 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

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

IN ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

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

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

S

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AS-BUILT REVISIONS

COUNTY: REGION: 8

8762.65PIN

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, BIN 2262850

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

S I

P E

R V I S

O R

J

N A

G E

R D

E S I G

N C

H E

C K

D R

A F

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DUTCHESS

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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

3 of 473 of 473 of 47

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APORC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

WETLAND FLAG

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

EWFG

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

SDEL

SRM

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

A

B

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

RFM

A

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

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

POINT, SURVEY MARKER, PERM.

CPSV

www.hveapc.com

LEGEND (2 0F 2) LEG-02

NOT HAVE CORRESPONDING EXISTING FEATURES.

6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO

TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

FEATURES IS THICKER (0.015 IN ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

AEQN EQUATION

ALIGNMENT

BRIDGE, SCUPPER

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

ROW MAPPING

TRAFFIC CONTROL

UTILITIES

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

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

CDPD

C

C

EZ

EZ-T

XC

H

M

R M

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

PE

MEPS_P_T EASEMENT, PERMANENT

TE

METS_P_T EASEMENT, TEMPORARY

TO

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

TWZBCD_P

ROADWAY

RES P ELEVATION, SPOT

SIGNS

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

GB

SF

H/S

PRFB

CULV

DRAINAGE

S_P

SB_P

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

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

S

A

T E

T I

AS-BUILT REVISIONS

COUNTY: REGION: 8

8762.65PIN

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, BIN 2262850

BRIDGES CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

S I

P E

R V I S

O R

J

N A

G E

R D

E S I G

N C

H E

C K

D R

A F

T I N

G C

H E

C K

P R

O J

E

N A

G E

R j c u r r a c p h l e g .d g n

A P

R

:2

M

E V

A N

S B

F I T

Z G

E R

A L

D J

C U

R

TOWN OF RED HOOK

DUTCHESS

M

E V

A N

S M

E V

A N

S J

C U

R R

A M

E V

A N

S

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

G

G

O

P

T

C

C

W

W

UNKNOWN, JUNCTION BOX

UTVLM

FP

S

T

W

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

E

E

E

DSMTXX_P

G

A

A

P

LC

PM

M

VMS

PA

PVMS

RWIS

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB P

STRUCTURE, RECT., TYPE "X"

DST"X" P

WIM

"XX" = 48, 60, 72, 96

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

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

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

4 of 474 of 474 of 47

H.C.L.

T.G.L.

TRAVEL LANE

11'-6"u (MATCH EXISTING)

TRAVEL LANE

11'-6"u (MATCH EXISTING)

ORIGINAL GROUND

VARIES

SCALE: 1" = 3'

SAW KILL ROAD - MILLING AND RESURFACING

(STA. 4+75.00 TO 5+50.00)

(STA. 1+50.00 TO 2+35.00)

TYPICAL SECTIONS TYP-01

5" EXISTING PAVEMENT

STRAIGHT TACK COAT

ITEM 407.0103 -

1•" TOP COURSE

ITEM 404.0973 -

VARIES

NOTES:

(SEE NOTES 2 & 3)

COLD MILLING OF EXISTING PAVEMENT

ITEM 490.10 -

•" MIN TRUING AND LEVELING COURSE (SEE NOTES 2 & 3)

ITEM 404.0179 -

PERFORMANCE (TYP.)

4" TURF ESTABLISHMENT -

ITEM 610.1605 -

2" BINDER COURSE

ITEM 404.1279 -

T.G.L.

1.0%1.0%

TRAVEL LANE

9'-0" H.C.L.

SHOULDER

2'-0"

TRAVEL LANE

9'-0"

SHOULDER

2'-0"

STRAIGHT TACK COAT

ITEM 407.0103 -

1•" TOP COURSE

ITEM 404.0973 -

1'-0" - ITEM 304.11000008

EMBANKMENT (SEE NOTE 4)

UNCLASSIFIED EXCAVATION &

ITEM 203.02 -

PERFORMANCE (TYP.)

4" TURF ESTABLISHMENT -

ITEM 610.1605 -

SUPERELEVATION

SUBBASE TO FOLLOW

SCALE: 1" = 3'

(STA. 4+05.48 TO 4+75.00)

(STA. 2+35.00 TO 2+87.18)

SAW KILL ROAD - FULL DEPTH RECONSTRUCTION

SEE DWG. TYP.-03 FOR PAVEMENT STEP DETAIL (TYP.)

FLATTENING DETAIL (TYP.)

SEE DWG. TYP.-03 FOR SLOPE

3" BASE COURSE

ITEM 404.2579 -

DESCRIPTION UNIT DESCRIPTIONITEM UNIT

407.0103

610.1605

UNCLASSIFIED EXCAVATION AND DISPOSAL

SUBBASE COURSE (MODIFIED)

TRUING & LEVELING F9, ASPHALT, 70 SERIES COMPACTION

9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION

12.5 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

CY

CY

TON

TON

TON

TON25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

STRAIGHT TACK COAT

TURF ESTABLISHMENT PERFORMANCE

SY

GAL

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

203.02

304.11000008

404.0179

404.0973

404.1279

404.2579

ITEM

490.10 PRODUCTION COLD MILLING OF BITUMINOUS CONCRETE

SY

SEE NOTE 6

EDGE OF PAVEMENT. SEE DWG. GNP-01.

SHOULDER ON END APPROACH AFTER DRIVEWAY TO MATCH EXISTING 6.

ITEM 418.7603.

VERTICAL SURFACES ON ALL TOP COURSE ONLY, TO BE PAID UNDER

ASPHALT LANES BUTT UP AGAINST EACH OTHER AND ALONG ALL

ASPHALT PAVEMENT JOINT ADHESIVE TO BE INSTALLED WHERE NEW 5.

CONTRACT ITEM 203.02.

FOR THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR

THROUGH THE EXISTING ASPHALT LAYERS. THE CONTRACTORS COSTS

CONTRACTOR SHALL SCARIFY OR PROVIDE POSITIVE DRAINAGE

AND SUBBASE IS TO BE PLACED ON EXISTING PAVEMENT, THE

IN AREAS WHERE THE EXISTING PAVEMENT IS NOT TO BE EXCAVATED 4.

THEN HAVE TACK COAT APPLIED, ITEM 407.0103.

EXISTING PAVEMENT SHALL BE CLEANED UNDER ITEM 633.11 AND

LEVELING ASPHALT IS TO BE PLACED ON EXISTING PAVEMENT, THE

WHERE EXISTING PAVEMENT IS NOT TO BE MILLED AND TRUING & 3.

SURVEYED TRUING AND LEVELING DEPTHS.

FOR ASPHALT MIXTURE SELECTION BASED ON ACTUAL FIELD

REFERENCE TABLE 404-2 OF THE NYSDOT STANDARD SPECIFICATIONS

AND LEVELING COURSE TO ESTABLISH PROFILE AND CROSS SLOPES.

UTILIZE MILLING (APPROXIMATELY 1•") AND VARIABLE DEPTH TRUING 2.

WITH NYSDOT STANDARD SPECIFICATIONS TABLE 407-1.

ALL LIFTS OF ASPHALT AND ON MILLED SURFACES IN ACCORDANCE

ITEM 407.0103 - STRAIGHT TACK COAT SHALL BE USED BETWEEN 1.

S

A

T E

T I

AS-BUILT REVISIONS

DESCRIPTION OF ALTERATIONS:

COUNTY: REGION: 8

8762.65PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES

BIN 2262850

CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

SHEET NO.

D E

S I

P E

R V I S

O R

J

N A

G E

R D

E S I G

N C

H E

C K

D R

A F

T I N

G C

H E

C K

P R

O J

E

N A

G E

R

BEACON, NEW YORK 12508

(845) 838-3600 www.hveapc.com j c u r r a c p h t y p .d g n

A P

R

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A N

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A L

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TOWN OF RED HOOK

DUTCHESS

M

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C U

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A M

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A N

S

ON:

AFFIX SEAL: HVEA ENGINEERS

5 of 475 of 475 of 47

2'-0" MIN

VARIES

SCALE: 1" = 3'

SAW KILL ROAD - FULL DEPTH RECONSTRUCTION

(STA. 3+65.11 TO 4+05.48)

(STA. 2+87.18 TO 3+20.10)

TYPICAL SECTIONS TYP-02

TRAVEL LANE

9'-0"

TRAVEL LANE

9'-0"

ORIGINAL GROUND

H.C.L.

T.G.L.

1.0%

SHOULDER SHOULDERBREAK

VARIES

BREAK

VARIES

5" EXISTING PAVEMENT

1•" TOP COURSE

ITEM 404.0973 -

2" BINDER COURSE

ITEM 404.1279 -

3" BASE COURSE

ITEM 404.2579 -

FILTER TYPE 2

6" UNDERDRAIN

ITEM 605.1001 -

STR-11 (TYP.)

SEE DWG. STR-10 &

AND MOMENT SLAB,

STONE FACED PARAPET

SHOULDER

2'-0"

SHOULDER

2'-0"

STRAIGHT TACK COAT

ITEM 407.0103 -

1.0%

SUPERELEVATION

SUBBASE TO FOLLOW

TRAVEL LANE

9'-0" 2'-0" MIN

VARIES

SHOULDER SHOULDER

OUT TO OUT

25'-9"

1.0%

HEADWALL

1'-8"

HEADWALL

1'-8"

2" BINDER COURSE

ITEM 404.1279 -

SPAN UNIT

REINFORCED CONCRETE

ITEM 562.0101 -

STRAIGHT TACK COAT

ITEM 407.0103 -

VARIES - ASPHALT T&L COURSE

ITEM 404.0179 -

1•" ASPHALT SHIM COURSE

ITEM 404.0589 -

H.C.L.

WATERPROOFING MEMBRANE

SHEET APPLIED

ITEM 595.50000018 -

T.G.L.

TRAVEL LANE

9'-0"

1.0%

TRANSVERSE SECTION

SAW KILL ROAD BRIDGE

FLATTENING DETAIL (TYP.)

SEE DWG. TYP.-03 FOR SLOPE

SEE DWG. TYP.-03 FOR PAVEMENT STEP DETAIL (TYP.)

12" MIN. SUBBASE

ITEM 304.11000008 -

SHOULDER SECTION, TYP.

CAST-IN-PLACE HEADWALL &

ITEM 555.0011 -

PERFORMANCE (TYP.)

4" TURF ESTABLISHMENT -

ITEM 610.1605 -

EMBANKMENT IN PLACE (TYP.)

ITEM 203.03 -

(TYP.)

SLOPED TO DRAIN

4" UNDERDRAIN,

ITEM 605.1501 -

DESCRIPTIONITEM UNIT DESCRIPTIONITEM NOTES:UNIT

206.01

304.11000008

404.0179

404.0589

404.0973

404.1279

404.2579

407.0103

555.0011

562.0101

605.1001

605.1501

610.1605

SUBBASE COURSE (MODIFIED)

TRUING & LEVELING F9, ASPHALT, 70 SERIES COMPACTION

SHIM COURSE F9, ASPHALT

1•" TOP COURSE

ITEM 404.0973 -

9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION

12.5 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

CY

CY

CY

TON

TON

TON

TON

25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

STRAIGHT TACK COAT

FOOTING CONCRETE, PERFORMANCE

REINFORCED CONCRETE SPAN UNITS

UNDERDRAIN FILTER TYPE 2

TURF ESTABLISHMENT PERFORMANCE SYTON

CY

SY

LF

CY

GAL

PERFORATED CORRUGATED POLYETHYLENE UNDERDRAIN TUBING, 4 INCH DIAMETER

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

SF595.50000018 SHEET APPLIED WATERPROOFING MEMBRANE

SCALE: 1" = 3'

ERW-01) (SEE NOTE 3)

EXCAVATION LIMITS ON DWG.

STRUCTURE EXCAVATION (SEE

ITEM 206.01 -

STRUCTURE EXCAVATION

203.03 EMBANKMENT IN PLACE

TYPE 2 (TYP.)

UNDERDRAIN FILTER

ITEM 605.1001 -

T Y

P

TYP.

4"

INCLUDED IN COST OF BRIDGE RAIL

TO PLACEMENT. COST OF PAINTING TO BE

PARAPETS. PAINT TO BE APPROVED BY TOWN PRIOR

RAIL TO BE PAINTED TO MATCH COLOR OF STONE

ITEM 568.51 - FOUR-RAIL BRIDGE RAIL (TYP.)

CONTRACT ITEM 203.02.

FOR THIS WORK SHALL BE INCLUDED IN THE BID PRICE FOR

THROUGH THE EXISTING ASPHALT LAYERS. THE CONTRACTORS COSTS

CONTRACTOR SHALL SCARIFY OR PROVIDE POSITIVE DRAINAGE

AND SUBBASE IS TO BE PLACED ON EXISTING PAVEMENT, THE

IN AREAS WHERE THE EXISTING PAVEMENT IS NOT TO BE EXCAVATED 3.

SURFACES ON TOP COURSE ONLY, PAID UNDER ITEM 418.7603.

ASPHALT BUTTS UP AGAINST EACH OTHER & ALONG ALL VERTICAL

ASPHALT PAVEMENT JOINT ADHESIVE TO BE INSTALLED WHERE NEW 2.

WITH NYSDOT STANDARD SPECIFICATIONS TABLE 407-1.

ALL LIFTS OF ASPHALT AND ON MILLED SURFACES IN ACCORDANCE

ITEM 407.0103 - STRAIGHT TACK COAT SHALL BE USED BETWEEN 1.

MAIN RELOCATION

PROPOSED 6" WATER

SLEEVE FOR

10" STAINLESS STEEL

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DESCRIPTION OF ALTERATIONS:

COUNTY: REGION: 8

8762.65PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

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INCLUDED IN COST OF CONCRETE, TYP.

PLACEMENT. COST OF CONCRETE PATTERNING

TO BE APPROVED BY TOWN PRIOR TO

MATCH PATTERN OF STONE PARAPETS. PATTERN

CAST-IN-PLACE SHOULDER TO BE STAMPED TO

SEE GNP-01

4" TURF ESTABLISHMENT @ 1V:10H,

ITEM 610.1605 -

OR

1•" TOP COURSE @ 10% SLOPE

ITEM 404.0973 -

SEE GNP-01

4" TURF ESTABLISHMENT @ 1V:10H,

ITEM 610.1605 -

OR

1•" TOP COURSE @ 10% SLOPE

ITEM 404.0973 -

ON:

AFFIX SEAL: HVEA ENGINEERS

6 of 476 of 476 of 47

4' 8'0

1/4" = 1'-0"

MATCH EXISTING

VARIES

MATCH EXISTING

VARIES

1V:4H SLOPE

1.0%

1V:4H SLOPE

ORIGINAL GROUND

4" TURF ESTABLISHMENT PERFORMANCE

ITEM 610.1605 -

4" TURF ESTABLISHMENT PERFORMANCE

ITEM 610.1605 -

1/4" = 1'-0"

TYPICAL SECTIONS TYP-03

DRIVEWAY RECONSTRUCTION SECTION

MATCH EXISTING

40'-11"�

AND DISPOSAL

UNCLASSIFIED EXCAVATION

LIMITS OF 203.02 -

1.0%

H.C.L.

T.G.L.

SUBBASE COURSE

LIMITS OF 304.11000008 -

ITEM 404.2579 - 3"

PAVEMENT STEP DETAIL

35° (MAX.) FROM HORIZONTAL

2"

2"

ITEM 404.0973 - 1•"

ITEM 404.1279 - 2"

NOT TO SCALEv

PAVEMENT EDGES FOR FULL DEPTH RECONSTRUCTION

ROUND 4'-0" V.C.

ROUND 12'-0" V.C.

LIMITS OF ITEM 203.02

PROPOSED PAVEMENT

NOT TO SCALEv

EXISTING OR

GROUND WHERE REQUIRED

- BENCH INTO ORIGINAL

LIMITS OF ITEM 203.03

SLOPE FLATTENING DETAIL

ORIGINAL GROUND

2•" ASPHALT DRIVEWAY (12.5 MIX)

ITEM 608.020102 -

DESCRIPTIONITEM UNIT DESCRIPTIONITEM UNIT NOTES:

304.11000008

404.0973

404.1279

404.2579

610.1605

SUBBASE COURSE (MODIFIED)

9.5 F3 TOP COURSE ASPHALT, 70 SERIES COMPACTION

12.5 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

CY

CY

CY

TON

TON

TON25 F9 BINDER COURSE ASPHALT, 70 SERIES COMPACTION

TURF ESTABLISHMENT PERFORMANCE SY203.03 EMBANKMENT IN PLACE

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL 608.020102 ASPHALT SIDEWALKS, DRIVEWAYS & BICYCLE PATHS,& VEGETATION CONTROL STRIPS TON

(STA. 4+07.21, 15.96' RT TO 4+06.49, 55.24' RT)

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DESCRIPTION OF ALTERATIONS:

COUNTY: REGION: 8

8762.65PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES

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ON:

AFFIX SEAL: HVEA ENGINEERS

7 of 477 of 477 of 47

GENERAL NOTES:

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

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

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

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

THE STANDARD SPECIFICATIONS, INCLUDING CURRENT ADDITIONS AND MODIFICATIONS.

REQUIREMENTS OF SECTION 107, LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC, OF

TRANSPORTATION SUPPLEMENT. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE

DEVICES (2009 EDITION) WITH APPROPRIATE NEW YORK STATE DEPARTMENT OF

AND THE PERTINENT SECTIONS OF THE FEDERAL MANUAL OF UNIFORM TRAFFIC CONTROL

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

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

APPLICABLE OSHA REGULATIONS.

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

THE ENGINEER.

IMMEDIATE VICINITY OF UNDERGROUND UTILITIES SHALL BE SUBJECT TO THE APPROVAL OF

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

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

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

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

WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE COURSE OF CONSTRUCTION.

CONDUCT OPERATIONS AND TAKE THE NECESSARY PRECAUTIONS TO PREVENT INTERFERENCE

OR IN SERVICE, MAY EXIST, AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

SHALL BE DETERMINED IN THE FIELD. ADDITIONAL UTILITY LINES, WHETHER ABANDONED

CONSTRUCTED AS SHOWN ON THE PLANS ARE APPROXIMATE ONLY. THEIR EXACT LOCATION

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

SATISFACTION OF THE ENGINEER.

WORK SHALL BE REPAIRED BY THE CONTRACTOR WITHOUT COST TO THE TOWN, AND TO THE

WORK. ALL DAMAGE TO THE EXISTING FACILITY WHICH IS NOT PART OF THE INTENDED

FACILITY CAUSED BY HIS OPERATIONS WHICH IS NOT INCLUDED AS PART OF THE INTENDED

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

VARIOUS ITEMS IN THE CONTRACT.

QUANTITIES OF MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED BY THE

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

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

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

ACCORDANCE WITH SECTION 109-05 OF THE NYSDOT STANDARD SPECIFICATIONS.

BE PERFORMED BY THE CONTRACTOR AS ORDERED BY THE ENGINEER, AND PAID IN

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

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

SHOP DRAWINGS SUBMITTED FOR REFERENCE OF THE REVIEWER.

SUBMITTED FOR APPROVAL, THE FIELD MEASUREMENTS MADE SHALL BE INDICATED ON THE

APPROVED BY THE ENGINEER. WHEN SHOP DRAWINGS BASED ON FIELD MEASUREMENTS ARE

DIMENSIONS AND MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS

THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL USE THE FIELD CONDITIONS AND

RESPONSIBILITY FOR THEIR ACCURACY IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM

ASSURE PROPER FIT OF THE FINISHED WORK, AND THE CONTRACTOR SHALL ASSUME FULL

NOT GUARANTEED. THE CONTRACTOR SHALL TAKE ALL SUCH FIELD MEASUREMENTS TO

GENERAL REFERENCE ONLY. THEY HAVE BEEN TAKEN FROM LIMITED FIELD SURVEY AND ARE

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

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

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

ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO REMOVAL DETAILS AND WORK.

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

DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE

EXIST FOR THE SITE, THE EXACT EXTENT OF STRUCTURE REMOVAL CANNOT BE ACCURATELY

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT SINCE NO RECORD PLANS 2.

DOCUMENTS.

AND MATERIALS WHICH HE IS REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT

CONTRACTOR BECAUSE OF THE CONTRACTOR'S FAILURE TO INCLUDE IN HIS BID ALL ITEMS

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

FIELD CONDITIONS AND TO JUDGE FOR HIMSELF THE EXTENT AND NATURE OF THE WORK TO

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

GNN-01GENERAL NOTES

THERE IS NO SEPARATE PAYMENT FOR DISINFECTING EQUIPMENT.

FISHERIES AND THE ENGINEER-IN-CHARGE.

REQUIRE PRIOR APPROVAL BY THE NYSDEC REGIONAL BUREAU OF

ALTERNATE DISINFECTION METHODS MAY BE AVAILABLE AND WILL

RUNOFF FROM DISINFECTING WOULD ENTER A STREAM OR WATERBODY.

DISINFECTING OPERATIONS ARE PROHIBITED ON LOCATIONS WHERE THE

TEMPERATURE PRESSURE WASHER.

WITH WATER SHALL BE DISINFECTED BY DIRECT CONTACT WITH A HIGH

INCLUDING, BUT NOT LIMITED TO, ANY AREA THAT COMES IN CONTACT

AREA (INTERIOR AND EXTERIOR) OF THE TANK AND EQUIPMENT,

ETC. MUST BE REMOVED BEFORE BEING INFECTED. THE ENTIRE SURFACE

DEWATERED PRIOR TO DISINFECTION. ANY DEBRIS FOUND ON TRAILERS,

PER MINUTE. ALL EQUIPMENT AND TANKS MUST BE COMPLETELY

SPECIFICATIONS ARE 160 DEGREES FAHRENHEIT, 700 PSI, 2 GALLONS

LEAVING THE WORK SITE. THE MINIMUM EQUIPMENT OPERATING

(STEAM POWER WASHER) PRIOR TO THE START OF WORK AND PRIOR TO

DISINFECTION INCLUDES USING A HIGH TEMPERATURE PRESSURE WASHER

INVASIVE SPECIES INTO WATERS.

VEGETATION, AND DEBRIS TO PREVENT THE POTENTIAL INTRODUCTION OF

TANKS) MUST BE INSPECTED FOR, AND CLEANED OF, ANY VISIBLE SOILS,

STORAGE TANKS, AND TRAILERS AND TRUCKS THAT CARRY SUCH STORAGE

NOT LIMITED TO BOATS, PLATFORMS, WATER PUMPING EQUIPMENT, WATER

EQUIPMENT THAT COMES IN CONTACT WITH THE WATER (INCLUDING BUT

BEFORE EQUIPMENT AND MATERIALS ARE USED IN WATERS THE

PER THE DEC PERMIT FOR THIS PROJECT (PERMIT ID 3-1348-00142)

WATER SUPPLY WATERSHED:

INVASIVE SPECIES FOR WORK LOCATED OUTSIDE OF THE NEW YORK CITY

EQUIPMENT SANITIZING NOTES TO PREVENT THE SPREAD OF AQUATIC 22.

PAD.

NEEDED TEMPORARY CONSTRUCTION ACCESS OR FOR CRANE ACCESS /

REQUIRED WORK OR MATERIAL THAT IS REQUIIRED TO CONSTRUCT ANY

COUNTY. NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY ADDTIONAL

AREAS ONCE COMPLETE WITH WORK AT NO ADDITIONAL COST TO THE

REMOVE ANY TEMPORARY CONSTRUCTION ACCESS MATERIAL AND RESTORE

PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO

ALL TEMPORARY CONSTRUCTION ACCESS NEEDED TO CONSTRUCT THIS

CONSTRUCTION ACCESS NOTES:21.

ANY WAY WITHOUT PERMISSION FROM THE EIC.

OF PROTECTED MIGRATORY BIRDS SHALL BE REMOVED OR DISTURBED IN

NESTING MIGRATORY BIRDS, IMMEDIATELY CONTACT THE EIC. NO NESTS

IF THERE ARE ANY QUESTIONS REGARDING HOW TO PROCEED WITH

IS INDEED INACTIVE.

UNOCCUPIED AND CAN BE REMOVED AFTER CONFIRMING THAT THE NEST

FROM AUGUST 16 TO APRIL 14 NESTS CAN BE PRESUMED TO BE

AT THE SAME LOCATION.

POSSIBLE TO PREVENT BIRDS FROM BEGINNING A SECOND NEST BROOD

MAY PROCEED. UNOCCUPIED NEST(S) SHOULD BE REMOVED AS QUICKLY AS

BE PRESUMED TO BE UNOCCUPIED AND CAN BE REMOVED SO THAT WORK

ADULT BIRDS MOVING TO AND FROM THE NEST), THEN THE NEST(S) CAN

ACTIVITY IS BELIEVED TO HAVE CEASED (TYPICALLY INDICATED BY

SPECIES OTHER THAN HAWKS, FALCONS OR EAGLES), AND ALL NESTING

AFTER YEAR AND REUSE THE SAME NEST. AFTER FLEDGING OCCURS (OF

DESTROYED, AS THESE SPECIES RETURN TO THE SAME NEST SITE YEAR

AT NO TIME SHOULD THE NESTS OF HAWKS, FALCONS OR EAGLES BE

REMOVING THE NEST UNTIL THE YOUNG ARE FLEDGED (LEAVE THE NEST).

DETERMINED TO BE OCCUPIED, AVOID DISTURBING, DAMAGING OR

PRIOR TO COMMENCING ANY WORK ACTIVITY. IF THE NEST(S) IS

UNFLEDGED CHICKS) SHALL BE INSPECTED FOR BIRD NESTING ACTIVITY

PERIOD IN WHICH NESTS ARE TYPICALLY FOUND WITH EGGS OR

AREAS SCHEDULED FOR WORK FROM APRIL 15 TO AUGUST 15 (THE

WORK CONTACT THE ENGINEER-IN-CHARGE (EIC) IMMEDIATELY.

POSSIBLE. IF ANY BIRD NESTS ARE ENCOUNTERED PRIOR TO OR DURING

UNDER THE MBTA, THEY SHOULD STILL BE TREATED AS HUMANELY AS

PROTECTED BY MBTA. ALTHOUGH THESE SPECIES ARE NOT PROTECTED

PARAKEETS. NON-NATIVE HUMAN-INTRODUCED BIRD SPECIES ARE NOT

SPARROWS (ENGLISH SPARROWS), EUROPEAN STARLINGS, AND MONK

EXEMPT FROM THE MBTA ARE ROCK DOVES (DOMESTIC PIGEONS), HOUSE

PROTECTED UNDER THE MBTA.

EASTERN PHOEBES. THEIR FEATHERS, NESTS, AND EGGS ARE ALSO

OWLS, EAGLES AND SONGBIRDS, INCLUDING SWALLOWS, ROBINS, AND

PROTECTED MIGRATORY BIRDS INCLUDE ALL WATERFOWL, HERONS, HAWKS,

IMPRISONMENT.

SUBJECT TO PENALTIES OF UP TO $15,000 AND SIX MONTHS

A PERMIT IS FIRST SECURED. VIOLATIONS OF MBTA REGULATIONS ARE

INTENTIONALLY TAKE, CAPTURE, OR KILL ANY MIGRATORY BIRD UNLESS

ACT (MBTA), IT IS UNLAWFUL BY ANY MEANS OR MANNER TO

MIGRATORY BIRD PROTECTION NOTE UNDER THE MIGRATORY BIRD TREATY 20.

LIGHTING UNLESS IT IS APPROVED BY THE CEC.

CONSTRUCTION ENVIRONMENTAL COORDINATOR (CEC) AND DO NOT USE TEMPORARY

LIGHTING IS DEEMED NECESSARY, NOTIFY THE EIC WHO WILL COORDINATE WITH THE

(NIGHTTIME) LIGHTING, AS IT CAN STRESS PROTECTED BAT SPECIES. IF TEMPORARY

FROM APRIL 1 THROUGH OCTOBER 31, THERE SHALL BE NO USE OF TEMPORARY 19.

DIAMETER AT BREAST HEIGHT (DBH).

TREE CUTTING RESTRICTIONS APPLY TO TREES THAT ARE 2 INCHES OR GREATER

SHALL ONLY BE PERFORMED FROM NOVEMBER 1 THROUGH APRIL 14. TIME OF YEAR

THE CONTRACTOR'S ATTENTION IS HEREBY DIRECTED TO THE FACT THAT TREE CUTTING

TRICOLORED BAT (PERIMYOTIS SUBFLAVUS) A FEDERAL PROPOSED ENDANGERED SPECIES,

(MYOTIS SEPTENTRIONALIS), A FEDERAL AND STATE LISTED THREATENED SPECIES, AND

FEDERAL AND STATE LISTED ENDANGERED SPECIES AND NORTHERN LONG-EARED BAT

IN ORDER TO PREVENT ANY DIRECT TAKINGS OF INDIANA BAT (MYOTIS SODALIS), A

BAT AND TRICOLORED BAT.

TIME OF YEAR CUTTING RESTRICTIONS FOR INDIANA BAT AND NORTHERN LONG-EARED 18.

ENGINEER-IN-CHARGE.

INCHES OR GREATER IS PROHIBITED, UNLESS COORDINATED AND APPROVED BY THE

REMOVAL OF TREES NOT SPECIFIED FOR REMOVAL WITH A TRUNK DIAMETER OF 2

WITH THE STUMPS REMAINING PRIOR TO CONSTRUCTION.

ALL ANTICIPATED TREES REQUIRED FOR REMOVAL ON THIS PROJECT HAVE BEEN CUT

TREE REMOVAL PROHIBITION17.

PLACEMENT OF ANY EQUIPMENT OR MATERIALS AT THE SUBJECT AREA.

PROPOSED STAGING, STORAGE AND STOCKPILE AREAS FOR EACH SITE PRIOR TO

THE CONTRACTOR SHALL SUBMIT A PLAN TO THE EIC FOR APPROVAL SHOWING THE

TREES REQUIRING PROTECTION MAY BE DESIGNATED BY THE ENGINEER-IN-CHARGE (EIC).

OR DRIVING AND PARKING VEHICLES BENEATH THE DRIP LINE OF TREES. ADDITIONAL

DISTURBANCE INCLUDES REMOVING TREES, STOCKPILING MATERIAL, STORING EQUIPMENT,

PROXIMITY TO STAGING AND STOCKPILING AREAS SHALL NOT BE DISTURBED.

INCHES OR GREATER LOCATED OUTSIDE OF THE PROJECT CLEARING LIMITS OR IN

THE AREA BENEATH THE DRIP LINE OF ALL TREES WITH A TRUNK DIAMETER OF 2

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 SILT FENCE AND VEGETATION PROTECTION BARRIER SHOWN BEYOND THE HIGHWAY 15.

STOCK PILES, ETC.).

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

THE CONTRACTOR SHALL ACQUIRE ANY RELEASES OR PROPERTY RIGHTS THAT ARE

CONTRACTOR'S EXPENSE (STANDARD SPECIFICATION 107-08 AND 107-09).

OR DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE

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

SPECIFICATIONS 105-15).

SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (NYSDOT STANDARD

LANDS, OR BUILDING OUTSIDE OF THE RIGHT-OF-WAY FOR ANY REASON WITHOUT FIRST

THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES,

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

RIGHT-OF-WAY, INCLUDING PLANTINGS; LANDSCAPING, OR DRIVEWAY ENHANCEMENT, WILL

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

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

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

THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY DETERMINATION BEFORE ANY WORK

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

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

FENCES OR PROTECTIVE BARRIER.

GRADING, SEEDING AND THIS INSTALLATION OF TURF; AND THE INSTALLATION OF ANY

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

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

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

PERMANENT EASEMENTS AND/OR TEMPORARY EASEMENTS SHOWN IN THE PLANS. THE

FROM AND WITHIN THE PUBLIC RIGHT-OF-WAY (ROW), INCLUDING ANY FEE ACQUISITIONS,

UNLESS OTHERWISE SHOWN IN THE PLANS, ALL CONTRACT WORK SHALL BE PERFORMED 14.

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DESCRIPTION OF ALTERATIONS:

COUNTY: REGION: 8

8762.65PIN

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.

ALTERED BY:

ON:

AFFIX SEAL:

ON:

BRIDGES

BIN 2262850

CULVERTS CONTRACT NUMBERALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

DRAWING NO.

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ON:

AFFIX SEAL: HVEA ENGINEERS

8 of 478 of 478 of 47

WZTC-01

GENERAL:

CHANGES TO THE WORK ZONE TRAFFIC CONTROL PLAN:

CONSTRUCTION EQUIPMENT AND VEHICLES:

AND STORAGE OF MATERIALS:

PARKING OF CONSTRUCTION EQUIPMENT & VEHICLES

TEMPORARY LANE AND SHOULDER CLOSURES:

CONDITION OF TRAFFIC CONTROL DEVICES:

CHANNELIZING DEVICES:

FLAGGER EQUIPMENT AND STATIONS:

TRAFFIC CONTROL ITEM.

ARROW PANELS SHALL BE INCLUDED IN THE PRICE BID FOR THE BASIC WORK ZONE

MUTCD. THE PRICE OF TRUCK-MOUNTED IMPACT ATTENUATORS AND TRUCK-MOUNTED

SECTION 729-15 OF THE STANDARD SPECIFICATIONS AND SECTION 6F.61 OF THE

SHALL BE TRUCK MOUNTED SERIES B OR C PANELS MEETING THE REQUIREMENTS OF

LEVEL 3 AND SECTION 729-12 OF THE STANDARD SPECIFICATIONS. ARROW PANELS

PANELS. IMPACT ATTENUATORS SHALL MEET THE REQUIREMENTS OF NCHRP 350 TEST

BE EQUIPPED WITH TRUCK-MOUNTED IMPACT ATTENUATORS AND TRUCK-MOUNTED ARROW

ALL BARRIER/SHADOW VEHICLES SHALL WEIGH A MINIMUM OF 18,000 LB AND SHALL 2.

THE OPERATOR OF THE VEHICLE OR EQUIPMENT.

IN A MANNER WHICH DOES NOT CAUSE GLARE FOR DRIVERS USING THE ROADWAY OR

EQUIPMENT, ADDITIONAL BEACONS SHALL BE PROVIDED. BEACONS SHALL BE MOUNTED

VISIBILITY OF A SINGLE BEACON IS BLOCKED BY A PORTION OF THE VEHICLE OR

FROM ALL DIRECTIONS FOR A MINIMUM OF 1000 FEET DURING DAYLIGHT. IF

ONE AMBER ROTATING OR FLASHING LIGHT EMITTING DIODE (LED) BEACON VISIBLE

AND/OR SHOULDERS SHALL BE EQUIPPED WITH AND SHALL OPERATE A MINIMUM OF

ALL VEHICLES AND EQUIPMENT WITHIN THE CONTRACT LIMITS AND ON TRAVEL LANES 1.

STANDARD SPECIFICATIONS.

LIGHTWEIGHT RIGID PANELS SHALL BE MOUNTED IN ACCORDANCE WITH THE

PANEL, THE MINIMUM MOUNTING HEIGHT SHALL BE 6 FEET. FLEXIBLE PANEL AND

PANEL. FOR SIGNS INCORPORATING AN AUXILIARY PANEL BELOW THE PRIMARY

MEASURED FROM THE ROADWAY SURFACE TO THE BOTTOM OF THE LOWEST SIGN

RIGID SIGN PANELS SHALL HAVE A MINIMUM MOUNTING HEIGHT OF 7 FEET, 3.

ACCEPTABLE.

THROUGHOUT THE LIFE OF THE CONTRACT. NON-STANDARD SIGN LEGENDS ARE NOT

MANUAL QUALITY GUIDELINES FOR TEMPORARY TRAFFIC CONTROL DEVICES

ALL SIGNS SHALL BE IN "ACCEPTABLE" CONDITION AS DESCRIBED IN THE ATSSA 2.

CONTRACT.

BELOW THE "MARGINAL" CONDITION AT ANY TIME DURING THE LIFE OF THE

TRAFFIC CONTROL DEVICES. THESE DEVICES SHALL NOT BE ALLOWED TO FALL

SERVICES ASSOCIATION (ATSSA) MANUAL QUALITY GUIDELINES FOR TEMPORARY

AND PICTURED IN THE CURRENT EDITION OF THE AMERICAN TRAFFIC SAFETY

PAVEMENT MARKERS SHALL APPEAR IN "ACCEPTABLE" CONDITION AS DESCRIBED

PANELS, PORTABLE VARIABLE MESSAGE SIGNS, PAVEMENT MARKING TAPE AND RAISED

DRUMS, CONSTRUCTION BARRICADES, VERTICAL PANELS, WARNING LIGHTS, ARROW

AT THE START OF CONTRACT WORK, ALL CONES, TEMPORARY TUBULAR MARKERS, 1.

TRAFFIC.

CONDITIONS TO IDENTIFY AND RESET CHANNELIZING DEVICES DISLODGED BY

THE CONTRACTOR SHALL MAKE FREQUENT CHECKS COMMENSURATE WITH TRAFFIC 3.

ENGINEER.

LOCATIONS WHERE THE RISK OF INTRUSION IS HIGH, AS DETERMINED BY THE

VERTICAL PANELS ARE PREFERRED FOR ALL OTHER WORK ZONES AND AT ANY

AND REMOVED ON A DAILY BASIS DURING DAYLIGHT HOURS. DRUMS OR OVERSIZED

STANDARD SPECIFICATIONS, ARE NORMALLY ADEQUATE FOR WORK ZONES SET UP

TALL CONES, MEETING THE REQUIREMENTS OF SECTION 729-02 OF THE 2.

MUTCD AND SECTION 619-3.02 J OF THE STANDARD…