· I s172 N V L H s: CONTRACTOR'S NAME AWARD DATE COMPLETION DATE FINAL ACCEPTANCE DATE REGIONAL DIRECTOR ENGINEER IN CHARGE FINAL COST …

172s

CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

COUNTY WESTCHESTER

LAKE ONTARIO

LONG IS

LAND S

OUND 8

9

10

6

4

5

7

2

13SYRACUSE

UTICAROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLA

NTIC O

CEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

VE

RM

ON

T

11

NEW YORK CITY

NEW

YORK

LONG ISLAN

D

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

CAN

AD

A

CANADA

CANADA

PE

NN

CO

NN

MA

SS

NYS DEPARTMENT

DE

SIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

3/18/2019 9:1

4:2

9

AM

J.

MA

RT

ZU

SE

R

=

DA

TE/

TI

ME

=

FIL

E

NA

ME

=

FISCAL SHARE COST(S)

DATE

PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.1

INDEX ON SHEET NO.

COUNTY:

IDENTIFICATION NO.

CAPITAL PROJECT

s

s

172

137

TOWN OF POUND RIDGE

PROJECT SITE

WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER

8780.51

02

ON WESTCHESTER AVENUE IN WESTCHESTER COUNTY, NEW YORK

SHOWN ABOVE IS THE PROJECT SITE IN THE HAMLET OF SCOTTS CORNERS

SCOTTS CORNERS STREETSCAPE IMPROVEMENTS

PROJECT LOCATION

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 05/25/2016

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

ITEMIZED PROPOSAL.

OF MAY 1, 2008, EXCEPT AS MODIFIED ON THESE PLANS AND IN THE

AND IN CONFORMITY WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY UNITS)

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY

DOCUMENTS.

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

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

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

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

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

RECOMMENDED BY

WESTCHESTER AVENUE

RECOMMENDED BY:

PREPARED AND

PRINCIPAL-IN-CHARGESTEPHEN DIETZKO, P.E.

www.miloneandmacbroom.com

M ILONE & AC ROOMM B231 Main Street, Suite 102

New Paltz, NY 12561

(845) 633-8153

PIN 8780.51

FEDERAL AID PROJECT

SR

DM

TD

AA

CA

AC/

MT

DA

AC/

DK

PNJ

Y/

SM

G

KEVIN HANSAN

TOWN SUPERVISOR

TOWN OF POUND RIDGE

SCOTTS CORNERS PEDESTRIAN SAFETY, BICYCLIST SAFETY, AND STREETSCAPE ENHANCEMENT PROJECT

RD

TA

TO

MU

CK

RD

PETTIT

LA

BA

YB

ER

RY

RD P

IN

ED

R

FANCHERR

D

KIN

NIC

UTT

OLD BOUTONSPUR 1

OLD BOUTONSPUR 2 R

D

WEST

LA

BENDERRD

LAUREL

RD

TRINIT

YP

AS

S

PE

TE

RS

LA

DA

VID

S

LA

BARNEGAT

RD

TRINIT

YP

AS

S

TWIN

FA

WN

LA

KINNICUTTRD

WO

OD

LA

ND

RD

HORSESHOE

HILL

SA

RL

ES

RD

RD

RD

RD

HIL

L

BE

EC

H HILL

FOX

RUN

HOYT

RD

TA

TO

MU

CK

RD

NE

HORSES

HOE

RD

W NBLAC

KS

MIT

H

LA

HE

ML

OC

K

HILL

RD

TRINIT

Y

RD

E

LO

WE

RT

RINIT

Y

E

WO

ODS

RD

RD

S

WA

Y

SHAD

HIL

L

OLDPOUND

WIN

TER

BOTT

OM

LA

E

WO

ODS

NEW Y

ORK

CONN

ECTI

CUT

EVA RETSEH

CTSE

W

LA

NE

3/18/2019

INDEX TOTAL NUMBER OF SHEETS

TITLE SHEET

INDEX AND ABBREVIATIONS

GENERAL NOTES

DESCRIPTION DRAWING NUMBERNUMBER

SHEET

INDEX

COVER

MISCELLANEOUS DETAILS

WORK ZONE TRAFFIC CONTROL NOTES

02

01

03-04

09-10

05-08

11

21-36

TYPICAL SECTIONS TYP-01 TO TYP-04

LEGEND, LINE AND POINT SYMBOLOGY L-01 TO L-02

WZN-1

37-43

14-19

GENERAL PLANS

CROSS SECTIONS

ESTIMATE OF QUANTITIES EOQ-01

WORK ZONE TRAFFIC CONTROL TYPICALS

MISCELLANEOUS TABLES

BASELINE TIE SHEETS

45-54

44

ILLUMINATION PLANS LT-01 TO LT-07

GNP-01 TO GNP-16

MDS-01 TO MDS-06

GNN-01 TO GNN-02

12

13

WZN-2

20 BLT-01

MT-01

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

AHEAD

AZIMUTH

BACK

BASELINE

BEARING

CENTERLINE

CURVE TO SPIRAL

SUPERELEVATION RATE (CROSS SLOPE)

EQUALITY

EXTERNAL

HORIZONTAL CONTROL LINE

HEADLIGHT SIGHT DISTANCE

LENGTH OF CIRCULAR CURVE

LENGTH OF SPIRAL

LENGTH OF VERTICAL CURVE

CENTER CORRECTION OF VERTICAL CURVE

MAIN LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT ON LINE

PASSING SIGHT DISTANCE

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

RADIUS

SPIRAL TO CURVE

STOPPING SIGHT DISTANCE

SPIRAL TO TANGENT

STATION

TANGENT LENGTH

THEORETICAL GRADE LINE

TANGENT TO SPIRAL

VERTICAL CURVE

ELECTRIC

ELECTRIC MANHOLE

GAS

GUY POLE

GAS SERVICE BOX (HOUSE LINE)

GAS VALVE (MAIN LINE)

HYDRANT

LIGHT POLE

LOW PRESSURE GAS

POWER POLE

SANITARY SEWER

SANITARY MANHOLE

STORM SEWER

TELEPHONE

TRAFFIC CONTROL BOX

TELEPHONE BOX

TELEPHONE POLE

TELEPHONE MANHOLE

CABLE TELEVISION

WATER

WATER SERVICE BOX (HOUSE LINE)

WATER VALVE (MAIN LINE)

ALIGNMENT

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

AH

CP

DA

DM

DN

FH

PA

PH

PT

SP

B

C

D

F

K

W

X

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

BM

CC

CONC

CONST

CR

D

DM

DWY

EP

ES

FP

FD

FL

GAR

GR

HO

HWY

IP

MB

MON

N&W

OG

O/H

P

PAV'T

PE

PED POLE

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

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

BB

BC

BO

CAP

CB

CIP

CMP

CP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

TG

VCP

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

AH

AZ

BK

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

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRMc

RP

TP

SQUARE FEET

GALLON

'

mi

lb LB

MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

LF

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

5/31/2018 2:2

6:0

0

PM

J.

MA

RT

Z

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

DE

SIG

N

SU

PE

RVIS

OR

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

KS

RD

MT

DA

AC

AA

C/

MT

DA

AC/

DK

PNJ

Y/

SM

G


WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER 08

8780.51

INDEX AND ABBREVIATIONS

INDEX

2

8780.51

STANDARD SHEETS

619-60

619-20

619-12

611-01

609-02

609-01

608-03

608-01

604-02

209-03

209-01

645-10

685-01

655-03

645-03

619-60

619-51

619-50

6.

5.

4.

3.

2.

1.

HAVE CORRESPONDING EXISTING FEATURES.

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

BE LABELED ON THE PLANS.

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

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

DRAWINGS).

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AC

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CB

CBPR

DCP

DCP_P

DDG_P

DDP_P

DDS_P

DFL_P

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

CULVERT PIPE (DIR)

CULVERT PIPE

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWAA_P

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

WETLAND, ADJACENT AREA

FENCE, VEGETATION

FENCE, SILT

EDMEC_P

EDMPC_P

EDMSC_P

LABL

LAHR

LAPB

LAWA

LAWE

LFILL_P

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FILL LIMIT

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RG

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

UC

TRANSITION CONTROL

SIGNS

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

DSSD SLOTTED DRAIN

STB*

EWF

STYLE NAME DESCRIPTION

BRIDGE

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

DESCRIPTIONNAMESTYLE

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P EASEMENT. TEMPORARY, APPROX.

MF_P

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA HIGHWAY BOUNDARY, W/O ACCESS

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD JURISDICTION, HISTORIC DISTRICT

MJLL JURIS., (GREAT, MILITARY) LOT LINE

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

PROPERTY LOT LINE, APPROXIMATEMPLA

MSL SUB LOT LINE

ROADWAY


GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

GUIDE POST

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATENARY

RRER RAIL ROAD, 3RD RAIL

RAIL, PHOTO, LARGE SCALE

RAIL, PHOTO, SMALL SCALE

RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

RGP_P

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STPB* PARTIAL BARRIER LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

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

UTILITIES

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

FEE ACQUISITION, W/ ACCESS

BALE, STRAW

LCUT_P CUT LIMIT


UPGW

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MHA HISTORICAL, ACQUISITION

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

UNDERDRAINDUD_P

STXLB X WALK, LADDER BAR LINE

EDMGSC_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

STXL

DAM, COFFER

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

6.

5.

4.

3.

2.

1.

HAVE CORRESPONDING EXISTING FEATURES.

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

BE LABELED ON THE PLANS.

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

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

DRAWINGS).

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AC

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CB

CBPR

DCP

DCP_P

DDG_P

DDP_P

DDS_P

DFL_P

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

CULVERT PIPE (DIR)

CULVERT PIPE

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWAA_P

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

WETLAND, ADJACENT AREA

FENCE, VEGETATION

FENCE, SILT

EDMEC_P

EDMPC_P

EDMSC_P

LABL

LAHR

LAPB

LAWA

LAWE

LFILL_P

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FILL LIMIT

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RG

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

UC

TRANSITION CONTROL

SIGNS

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

DSSD SLOTTED DRAIN

STB*

EWF


BRIDGE

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER


AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P EASEMENT. TEMPORARY, APPROX.

MF_P

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA HIGHWAY BOUNDARY, W/O ACCESS

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD JURISDICTION, HISTORIC DISTRICT

MJLL JURIS., (GREAT, MILITARY) LOT LINE

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

PROPERTY LOT LINE, APPROXIMATEMPLA

MSL SUB LOT LINE

ROADWAY


GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

GUIDE POST

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATENARY

RRER RAIL ROAD, 3RD RAIL

RAIL, PHOTO, LARGE SCALE

RAIL, PHOTO, SMALL SCALE

RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

RGP_P

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STPB* PARTIAL BARRIER LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

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

UTILITIES

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

FEE ACQUISITION, W/ ACCESS

BALE, STRAW

LCUT_P CUT LIMIT


UPGW

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MHA HISTORICAL, ACQUISITION

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

UNDERDRAINDUD_P

STXLB X WALK, LADDER BAR LINE

EDMGSC_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

STXL

DAM, COFFER

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

5/31/2018 2:3

2:2

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T

MA

NA

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RD

ESIG

ND

RA

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WESTCHESTER

TOWN OF POUND RIDGE

WESTCHESTER AVENUE


08

8780.51

LEGEND, LINE AND POINT SYMBOLOGY8780.51

3

L-01

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

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

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

ALIGNMENT

DINV

DS

BRIDGE, SCUPPER

STRUCTURE, RECTANGULAR

INVERT

TRAP, SEDIMENT

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

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

SDEL

SRM

SANTENNAS

CABINET & PAD

CCTV SITE

CDPD TRANSCEIVER

CELL PHONE TOWER

CONDUIT JACK OR BORING

CONTROLLER CABINET

COMMUNICATION PULL BOX

CONDUIT TURNING DOWN

CONDUIT TURNING UP

DEFAULT

TRANSMITTAL READER

FUSION SPLICE

HAR ADVISORY SIGN

HAR SITE

LOAD CENTER

MECHANICAL SPLICE

PEDESTRIAN SIGNAL HEAD

RAMP METER

SOLAR PANEL

WEIGHT IN MOTION DETECTOR

WIRELESS VIDEO REPEATER

WIRELESS VIDEO RECEIVER

WIRELESS VIDEO TRANSMITTER

PERM. OVERHEAD VMS

PERM. VMS

ACCOU. SPEED/COUNT SNSR.S

IANT P

IASCTS

ICABPAD

ICCTV

ICDPD

ICELLT

ICJB

ICNTLCAB

ICPB

ICTD

ICTU

ICVTRT

IEZR

IEZTR

IFOXCAB

IFUSSPL

IHARADV

IHARST

IMECSPL

IMSCS

IMSCTS

IMT

IOVHVMS

IPASCS

IPEDS

IPSS

IPVMS

IRM

IRWIS

ISP

ISST

ITDB

ITP

IVTRT

IWIMD

IWVR

IWVTT

IWVRC

ILC

ITS

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

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

A

B

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

FP

S

T

W

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

PT., WALL LOCATION

PT., TREE W/ WIRE

PT., STAKE

PT., RAILROAD SPIKE

PT., SPIKE

PT., NAIL

PT., MONUMENT, MISC.

PT., MONUMENT

PT., IRON ROD

PT., IRON PIPE

PT., FENCE LOCATION

PT., DRILL HOLE

HISTORICAL, BLDG. CORNERS

HIGHWAY BNDRY., APPROX.

HIGHWAY BNDRY, PT.

EASEMENT, PERM., SHAPE

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

EASEMENT, PERM., APPROX.

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

ROW MAPPING

MDL1P

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TRAFFIC CONTROL

TCMC

TCPP

TCSH

TCSP

C

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

E

E

E

MJCP PT., JURIS. CITY

PT., CROSS CUT

UTILITIES

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

DSMTXX_P

1

2

3

4

5

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

G

A

A

P

CDPD

C

C

IDEFAULT

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

RM

RWIS

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

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

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

RFM

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, SHAPE

A

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELL

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

CELL 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_TFEE WO/A

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

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

TWZBCD_P

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

ROADWAY

RES P

RGA

RGP

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

CPBM BENCHMARK

GB

SF

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

CPH

DRAINAGE

S_P

SB_P

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ATS

AST

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.

"XX" = 48, 60, 72, 96

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

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

FEE ACQUISITION W/O ACCESS

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

POINT, VERT., PHOTOGRAMMETRY

v CORRESPONDING EXISTING FEATURES.

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

v SHOULD BE LABELED ON THE PLANS.

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

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

v (0.015 in ON B SIZE DRAWINGS).

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

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

v CORRESPONDING PROPOSED FEATURES.

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

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

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

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

REGION:

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8780.51

L-02

4

LEGEND, LINE, AND POINT SYMBOLOGY

WESTCHESTER 08

8780.51

TOWN OF POUND RIDGE

WESTCHESTER AVENUE


17+50 TO 19+50 ��

�

�

�WB TRAVEL LANE EB TRAVEL LANE

WB TRAVEL LANE EB TRAVEL LANE

SW

ROW LINE ROW LINE

ROW LINEROW LINE

MEDIAN

PROPOSED SIDEWALK

RAIL (TYP)EXISTING GUIDE

5' EX. SDWK.

EXISTING GROUND

EXISTING GROUND

STA 17+50 TO 19+50

STA 20+00 TO 21+00

3'

LEFT EDGE OF PAVEMENT

RIGHT EDGE OF PAVEMENT


SHLDR3' MIN

11'11'

SHLDR3' MIN

MAINTAIN EXISTING PAVED WIDTH

5' VARIES

SHLDR2.5' MIN

11' MIN

SHLDR3' MIN

11' MIN

TYPICAL SECTION - WESTCHESTER AVE.

SEE PLAN FOR ROADWAY TREATMENT 17+70+


�

SEE PLANAT SOME LOCATIONSEXISTING CURB

SEE PLAN

�

�WB TRAVEL LANE EB TRAVEL LANESW

ROW LINE ROW LINE

MEDIAN

PROPOSED SIDEWALK

EXISTING GROUND

STA 19+50 TO 20+00

3'


SHLDR3' MIN

11' MIN


�

PLANS

CURB AS INDICATED ON

REMOVE AND REPLACE

PROPOSED CURB

EXISTING CURB

VARIES 5'

SHLDR2.5' MIN

11' MIN

INLAYS AND OVERLAYS

CEMENT CONCRETE (PCC)

MISCELLANEOUS PORTLAND

INLAYS AND OVERLAYS



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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

FIL

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DA

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ALTERED BY:

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

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

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

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

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WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER 08

8780.51

5

TYP-01

8780.51TYPICAL SECTIONS

2'

2'

PERMANENT PAVEMENT REPAIR



CONSTRUCTED IS THE MAXIMUM TO BE ACCEPTED.

A 1.5% CROSS SLOPE. 2% CROSS SLOPE

NOTE: ALL SIDEWALKS ARE DESIGNED TO HAVE

DESCRIPTIONITEM UNIT

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

304.12 SUBBASE COURSE, TYPE 2 CY

402.097303 9.5 F3 TOP COURSE HMA, 70 SERIES COMPACTION CY

402.197903 19 F9 BINDER COURSE HMA, 70 SERIES COMPACTION TON

402.377903 37.5 F9 BINDER COURSE, 70 SERIES COMPACTION TON

407.0102 STRAIGHT TACK COAT GAL

502.21222211 MISCELLANEOUS PORTLAND CEMENT CONCRETE (PCC) INLAYS & OVERLAYS CY

520.09000010 SAWCUTTING ASPHALT CONCRETE LF

608.0101 4" CONCRETE SIDEWALK SF

DESCRIPTIONITEM

609.0202 STONE CURB, GRANITE (TYPE B) LF

610.1403 TOPSOIL - LAWNS SY

610.1601 TURF ESTABLISHMENT - LAWNS SY

NOTES:UNIT

�

��


� �

�

PARKING

REPLACE CURB

REMOVE AND

PROPOSED SIDEWALK

EXISTING GROUND

EXISTING GROUND

PROPOSED CURB*

RECONSTRUCT EXISTING SIDEWALKRECONSTRUCT EXISTING SIDEWALK

STA 24+50 TO 27+50

STA 27+50 TO 29+60

RECONSTRUCT EXISTING SIDEWALK

5' MIN

14.5'

EXISTING WB TRAVEL LANE

12'2.5'

PROPOSED WB TRAVEL LANE

5'8'14'

EB TRAVEL LANE

EXISTING AND PROPOSED

VARIES SEE PLAN

ROW LINE

VARIES SEE PLAN

ROW LINE

VARIES SEE PLAN

ROW LINE

VARIES SEE PLAN

ROW LINE

3' SHLDR

��

�


EXISTING GROUND

PROPOSED CURB*

�

�

STA 21+00 TO 24+50

PARKING

RECONSTRUCT EXISTING SIDEWALK

BE MOUNTABLE

TO 24+30 RT TO

AT STA 22+80 RT

* PROPOSED CURB

5' MIN

VARIES SEE PLAN

ROW LINE

VARIES SEE PLAN

ROW LINE3' SHLDR

12'

11'5' 8' 15'

SEE PLANEXISTING CURB VARIES

NO PARKING AT

STA. 22+20+

TO STA. 22+68+


BEGINS AT STA 22+42+PROPOSED SIDEWALK

TREATMENT VARIES



VARIES

TREATMENT

SEE PLAN

SEE PLANPROPOSED CURBEXISTING CURB OR

NO PARKING AT

STA. 25+07+

TO STA. 25+57+

SEE PLANEXISTING CURB TO REMAIN

SEE PLANTREATMENT VARIES

SEE PLANEXISTING CURB TO REMAIN

PARKING

NO PARKING AT

STA. 27+00+

TO STA. 27+60+



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VARIES TO 5'

8' 16'

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TYP-02


08WESTCHESTER

TOWN OF POUND RIDGE

WESTCHESTER AVENUE

SCOTTS CORNERS STREETSCAPE IMPROVEMENTS 8780.51

2'

2'
















DESCRIPTIONITEM



NOTES:UNIT

�

�

12' 12' 11'

WB TRAVEL LANE EB TRAVEL LANERIGHT TURN LANE

EXISTING CURB

EXISTING SIDEWALK

GRASS

GRASS

EXISTING SIDEWALK

NO STRIPED SHOULDER

EXISTING SIDEWALK3'

EXISTING SIDEWALK

GRASS


STORAGE

SNOW

11'

2' SHLDR

6'6'

2' SHLDR

11'

MEDIAN

GRASS

� �

� �

ROW LINE

ROW LINE ROW LINE

ROW LINE

PROPOSED SIDEWALK

EXISTING GROUND

EXISTING GROUNDPROPOSED CURB

TYPICAL SECTION - EXISTING WESTCHESTER AVE.

STA 30+60 TO 31+90

STA 30+60 TO 31+90

TYPICAL SECTION - PROPOSED WESTCHESTER AVE.

3:1 MAX

*NOTE: SEE PLAN AND CRITICAL SECTIONS FOR TREATMENT AT STA 26+90+ TO 30+60+

INLAYS AND OVERLAYS



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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

DE

SIG

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WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER 08

8780.51















DESCRIPTIONITEM




NOTES:UNIT

�

�


EXISTING SIDEWALK

EXISTING SIDEWALK


GRASSGRASS

� �

2' SHLDR (TYP)VARIES

11'

ROW LINEROW LINE

ROW LINE ROW LINE

EXISTING GROUND

EXISTING GROUND

��

� �

STA 35+00 TO 62+00


PROPOSED 11'

OF PAVEMENT

LEFT EDGE

OF PAVEMENT

RIGHT EDGE

PAVEMENT

RIGHT EDGE OF

�

EXISTING SIDEWALK

EXISTING SIDEWALK

GRASSGRASS

ROW LINEROW LINE

EXISTING CURB

EXISTING GROUND

WB TRAVEL LANE EB TRAVEL LANESHLDR

�

��

OF PAVEMENT

RIGHT EDGE

STA 31+90 TO 34+50� �

STA 31+90 TO 34+50� �

2' SHLDR (TYP)VARIES

10.5'

VARIES 26' TYP �

2' SHLDR


EX. 2' SHLDR

EXISTING 10'EXISTINGEXISTING 10'EX. 3'

TREATMENT

VARIES

SEE PLAN

VARIES

SEE PLAN

VARIES

SEE PLAN

TYPICAL SECTION - PROPOSED WESTCHESTER AVE.

TO REMAINEXISTING CURB

VARIES

SEE PLAN

TREATMENT PROPOSED 12'

SEE PLANSTA 32+88+ TO 34+00+PROPOSED 3' MEDIAN

INLAYS AND OVERLAYS



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2'2'

PERMANENT PAVEMENT REPAIR PERMANENT PAVEMENT REPAIR










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GENERAL NOTES UTILITY NOTES

AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. SHOWN AS (QLD)

INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT

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

(SHOWN AS QLC)

JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION.

AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL

ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY SURVEYING

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

ONTO THE PLANS. NO EXCAVATIONS WERE PERFORMED. (SHOWN AS QLB)

DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND REDUCED

LEVEL B DATA ARE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR

APPROPRIATE HORIZONTAL POSITION OF SUBSURFACE UTILITY FACILITIES. QUALITY

CAMERAS. RADAR, SONAR, TONE OUTS, ETC.) TO IDENTIFY THE EXISTENCE AND

APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND

ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE

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

OTHER UTILITY FACILITY ATTRIBUTES. (SHOWN AS QLA)

TO DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS, AS WELL AS THEIR

SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT

VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF

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

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

INFORMATION ARE GENERALLY RECOGNIZED AND ARE AS FOLLOWS:

LEVEL "C": FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY

THE QUALITY OF THE UNDERGROUND UTILITY INFORMATION ON THE PLANS IS QUALITY

THE CONTRACT.

PROTECTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN

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

INCLUDE STEEL PLATES OVER THE UTILITY SO THAT WHEEL LOADINGS FROM

REMAIN IN PLACE FROM DAMAGE DURING CONSTRUCTION. METHODS OF PROTECTION MAY

IF ENCOUNTERED, THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO

INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

DIMENSIONS AND LOCATIONS OF LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE

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

COST THEREOF CHARGED AGAINST THE CONTRACTOR.

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

CONTRACTOR. IF THE CONTRACTOR DOES NOT MAKE IMMEDIATE NECESSARY REPAIRS, THE

COSTS TO REPAIR OR REPLACE DAMAGED UTILITIES SHALL BE AT THE EXPENSE OF THE

TO RESTORE SERVICE AND MAY NOT CEASE WORK UNTIL SERVICE IS RESTORED. ALL

INTERRUPTION IN SAID SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK

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

CALL "DIG SAFELY NY" TO HAVE UNDERGROUND UTILITIES LOCATED.

CONSTRUCTION IS PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO

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

CONDUCT OPERATIONS AND TAKE NECESSARY PRECAUTIONS SUCH THAT 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

EXISTING AND/OR TO BE CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATIONS

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

AS PART OF THIS PROJECT. PAID FOR UNDER ITEM 637.36

KNOWN THICKNESS, MICROMETER) PRIOR TO BEGINNING PAVEMENT MARKING APPLICATIONS

EQUIPMENT (E.G. GRADUATED MACHINISTS RULE, WET FILM GAUGE, SHEET METAL OF

THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SAMPLING AND TESTING

PAVEMENT MARKING NOTES

MISCELLANEOUS PAVEMENT MARKING NOTES

CLARIFICATIONS.

WHO WILL NOTIFY THE REGIONAL TRAFFIC SAFETY & MOBILITY GROUP FOR

THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY PAVEMENT MARKING CONFLICTS,

PAVEMENT MARKING CHANGES

SCOOP.

FORMED INVERT, AND THE FIRST STRUCTURE IN EACH DRAINAGE RUN SHALL HAVE A

UNLESS OTHERWISE SHOWN IN THE PLANS, ALL DRAINAGE STRUCTURES SHALL HAVE A

DRAINAGE FACILITIES

SIGNS

BIDDING ALL AFFECTED SIGN POST ITEMS.

THE CONTRACTOR SHALL TAKE THE ABOVE REQUIREMENTS INTO ACCOUNT WHEN

STILL APPLIES.

TYPES NOTED ON STANDARD SHEET 645-03 AND SHOWN ON STANDARD SHEET 645-10

IN ADDITION, THE 7'-0" MINIMUM GROUND CLEARANCE REQUIREMENT FOR ALL POST

SECONDARY (SUPPLEMENTARY) SIGN PANELS SHALL BE 6'-0" MINIMUM.

THE VERTICAL DISTANCE FROM EDGE OF TRAVEL LANE TO BOTTOM OF ALL

SIGN PANELS SHALL BE 7'-0" MINIMUM.

THE VERTICAL DISTANCE FROM EDGE OF TRAVEL LANE TO BOTTOM OF ALL PRIMARY

REQUIREMENTS SHOWN ON STANDARD SHEETS 645-03 AND 645-10:

MEET THE FOLLOWING MOUNTING HEIGHT CRITERIA WHICH MEET OR EXCEED THE

GROUND MOUNTED SIGN PANELS INSTALLED OR RELOCATED UNDER THIS CONTRACT SHALL CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS SECTION 107-08 AND 107-13).

OR DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE

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

SECTIONS 105-15, 107-13).

SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS

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

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

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

INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED

FOR ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY,

IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES C.

SECTIONS 105-10 AND 625).

ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS

CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE

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

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

THE INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

REMOVAL AND MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION OF TURF; AND

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

PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;

SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL WORK IS BEING

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

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

RIGHT OF WAY NOTES

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8780.51GENERAL NOTES


WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER 08

8780.51

PART OF THE OVERALL BID PRICE.

ESTABLISHMENT), OF THE NYSDOT STANDARD SPECIFICATIONS. COST TO BE INCLUDED AS

GRADED, FERTILIZED, SEEDED AND MULCHED AS SPECIFIED UNDER SECTION 610 (TURF

ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE

TO THAT AREA SHALL BE INCLUDED IN THE BID PRICE.

OF, THE COST OF SUPPLYING ALL PERMITS, THE DISPOSAL AREA, AND TRANSPORTATION

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

PERFORMED BY THE CONTRACTOR AS ORDERED BY THE ENGINEER-IN-CHARGE.

PLANS MAY BE REQUIRED AS THE CONTRACT PROGRESSES. THIS WORK SHALL BE

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK NOT SHOWN OR NOTED ON THE

CONDITIONS AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE PLANS.

MODIFICATIONS AS MAY BE REQUIRED DUE TO DIFFERENCES BETWEEN ACTUAL FIELD

THERE SHALL BE NO CLAIM MADE BY THE CONTRACTOR FOR WORK PERTAINING TO SUCH

FIELD CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE AS-BUILT DRAWINGS.

MAKE THE APPROPRIATE CHANGES TO THE PLANS, AS APPROVED BY THE ENGINEER. ALL

AND DIMENSIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL

CONDITIONS, ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. IF FIELD CONDITIONS

THE CONTRACTOR SHALL EXAMINE, AND VERIFY IN THE FIELD, ALL EXISTING AND GIVEN

JACKHAMMERS AND COMPACTORS.

7:00 A.M. AND 7:00 P.M. SUCH DEVICES INCLUDE BUT ARE NOT LIMITED TO

OR VIBRATORY DEVICE WILL ONLY BE ALLOWED TO OPERATE BETWEEN THE HOURS OF

THROUGH SUNSET. ANY PROCESS WHICH REQUIRES THE USE OF ANY KIND OF IMPACT

HOURS OF CONSTRUCTION ACTIVITY WILL BE LIMITED TO THE HOURS FROM 6:00 A.M.

MATERIAL STORAGE AREAS WILL BE RESTRICTED FROM AREAS NEAR RESIDENCES. THE

PROPERLY OPERATING MUFFLER OF A TYPE RECOMMENDED BY THE MANUFACTURER.

ENGINE, USED FOR ANY PURPOSE ON THIS PROJECT, SHALL BE EQUIPPED WITH A

PERFORMED PURSUANT TO THIS PROJECT. IN ADDITION, EACH INTERNAL COMBUSTION

AND NOISE LEVEL RULES, REGULATIONS AND ORDINANCES WHICH APPLY TO ANY WORK

THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL SOUND CONTROL

OF THE ENGINEER BEFORE WORK IS RESUMED.

IMMEDIATE ACTIONS SHALL BE TAKEN TO CORRECT THE SITUATION TO THE SATISFACTION

PRACTICES, ALL OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION

INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

CLEAN AND FULLY OPERATIONAL AT ALL TIMES (A.O.B.E.). THIS WORK SHALL BE

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

CONTRACT.

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

SATISFACTION OF THE ENGINEER AND SHALL BE STRUCTURALLY CAPABLE OF CARRYING

BE COVERED (A.O.B.E.). THE PLATES SHALL BE SECURELY FASTENED DOWN TO THE

MINIMUM OF 1-INCH THICK PLATE WILL BE REQUIRED AT ALL EXCAVATIONS THAT ARE TO

HEALTH REQUIREMENTS" OF THE NYSDOT STANDARD SPECIFICATIONS. IN ADDITION, A

EXCAVATION IN ACCORDANCE WITH THE PROVISION OF SECTION 107.05 "SAFETY &

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN

BY AND SATISFACTORY TO THE ENGINEER.

UNDER THIS CONTRACT, SHALL BE RESTORED TO ACCEPTABLE CONDITION AS SPECIFIED

PAVED AREAS DISTURBED BY THE CONTRACTOR AS PART OF WORK TO BE PERFORMED

THE CONTRACT. NO SEPARATE PAYMENT SHALL BE MADE.

PROTECT THE SAFETY OF ADJACENT STRUCTURES, ROADWAYS OR THE VARIOUS ITEMS IN

DEVICES THAT MAY BE REQUIRED OR THAT MAY BE DIRECTED BY THE ENGINEER TO

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER

THOSE ITEMS.

SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INCLUDED IN THE PRICE BID FOR

THE COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA AND

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

IN THE CONTRACT.

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

POSITIVE DRAINAGE SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION.

AFFECT PROPERTIES ADJACENT TO THE WORK SITE. ALL MEASURES TAKEN TO PROVIDE

PREVENT EROSION, POLLUTION, SEDIMENTATION OR OTHER DISCHARGES WHICH WOULD

OF SURFACE RUNOFF FROM THE TRAVEL LANES AND CONTROL OF THE RUNOFF TO

AT ALL TIMES, THE CONTRACTOR SHALL TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE

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

CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE

AVAILABLE AT THE TIME. ACTUAL FIELD CONDITION MAY REQUIRE MODIFICATIONS TO

HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION

ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT. THESE CONTRACT DOCUMENTS

RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF THE WORK CANNOT ALWAYS BE

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

GENERAL NOTES LISTED HEREIN.

PERTAINING TO THE SPECIFIC DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE

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

SOIL EROSION AND WATER POLLUTION CONTROL

POTENTIAL LISTING AS A FEDERALLY ENDANGERED SPECIES

NORTHERN LONG EARED BAT (MYOTIS SEPTENTRIONALIS)

SITE STABILIZATION

SIGNS OF CONTAMINATION

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8780.51GENERAL NOTES

8780.51

08WESTCHESTER

ENVIRONMENTAL COORDINATOR AT 203-271-1773.

UNUSUAL FILL MATERIAL. THE EIC SHALL IMMEDIATELY NOTIFY THE CONSTRUCTION

BUT ARE NOT LIMITED TO: ODOR, OILY SHEEN, SLUDGE, SOIL STAINING, AND

IMMEDIATELY STOP WORK AND NOTIFY THE EIC. SIGNS OF CONTAMINATION INCLUDE,

UNDERGROUND STORAGE TANKS ARE ENCOUNTERED, THE CONTRACTOR SHALL

IF, DURING EXCAVATION AT ANY LOCATION, SIGNS OF CONTAMINATION OR

PERMANENTLY CEASED.

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

TEMPORARILY OR PERMANENTLY CEASED. BUT IN NO CASE MORE THAN 14 DAYS AFTER

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE

THE CONTRACTOR SHALL INITIATE STABILIZATION MEASURES AS SOON AS

WATERCOURSE.

MIXERS, OR OTHER DEVICES SHALL BE ALLOWED TO ENTER ANY WETLAND, STREAM OR

ESCAPE INTO A STREAM OR WATERCOURSE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS,

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO

WETLAND OR WATERCOURSE.

MATERIALS SHALL BE STORED, MIXED, OR LOADED WITHIN 100 FT OF ANY STREAM,

NO PETROLEUM PRODUCTS, SEALANT, COATING, PAINT, HERBICIDES, OR OTHER CHEMICAL

DISCHARGE POINTS BECOME OPERATIONAL.

ALL STORM DRAINAGE OUTLETS SHALL BE STABILIZED, AS REQUIRED, BEFORE THE

WATERCOURSE.

100 FT OF A WATERCOURSE. NO WASH RUNOFF SHALL BE PERMITTED TO ENTER A

HEAVY EQUIPMENT SHALL NOT BE DRIVEN IN THE WATER, WASHED OR REFUELED WITHIN

IS AS CLEAR AND FREE OF SEDIMENT AS THE FLOWING STREAM.

AREA OR SETTLING BASIN IF NECESSARY WILL BE REQUIRED UNLESS THE PUMP DISCHARGE

IN THE EVENT DEWATERING OPERATIONS BECOME NECESSARY, A VEGETATED DISCHARGE

STANDARD SPECIFICATIONS.

MULCH, AND/OR SLOPE PROTECTION IN ACCORDANCE WITH SECTION 209 OF THE NYSDOT

EXPOSED FOR LONGER THEN ONE WEEK SHALL BE STABILIZED BY TEMPORARY SEEDING,

SHEETS AND STANDARD SPECIFICATIONS TO CONTAIN ANY EROSION OF THE PILE. PILES

FOR WITH SILT FENCES AS SHOWN IN THE SILT FENCE DETAIL IN THE NYSDOT STANDARD

RING ANY TEMPORARY STOCKPILES OF TOPSOIL, DREDGED AND EXCAVATED MATERIAL, OR

WITH CONSTRUCTION PROCEDURES.

SILT, SEDIMENT, LUBRICANTS, CONCRETE LEACHATE OR ANY OTHER POLLUTANT ASSOCIATED

ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PREVENT MIGRATION INTO WATER BY

AND/OR SLOPE PROTECTION.

AND SHALL REMAIN IN PLACE UNTIL THE NEW SLOPES ARE STABILIZED WITH SEEDING

ALL EROSION CONTROLS SHALL BE PLACED PRIOR TO STARTING EARTHWORK OPERATIONS

DISTURBED AREAS ON THE SAME DAY IN THE EVENT OF INCLEMENT WEATHER.

THE CONTRACTOR SHALL HAVE THE EQUIPMENT AND ABILITY ON SITE TO STABILIZE

EVEN IF THE TOTAL AREA DOES NOT EXCEED 2.5 ACRES.

DISTURBED AREAS SHALL BE STABILIZED AT A MINIMUM BY THE END OF EACH WORK WEEK

CONTROL MEASURE IS APPROACHING ONE HALF OF ITS INTENDED CAPACITY OR A.O.B.E. ALL

NEEDED AND SEDIMENT SHALL BE REMOVED WHEN THE STORAGE VOLUME OF AN EROSION

GREATER OR AS DIRECTED BY THE EIC. REPAIRS SHALL BE MADE WITHIN 72 HOURS AS

SHALL BE DONE ON A WEEKLY BASIS AND AFTER EVERY STORM OF 1/2 INCHES OR

A VISUAL INSPECTION OF SOIL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES

2.5 ACRES.

UNDER NO CONDITIONS SHALL THIS UNPROTECTED AREA WITHIN THE RIGHT OF WAY EXCEED

CONTROL MEASURES, OR AS THE RESULT OF HIS/HER ANALYSIS OF PROJECT CONDITIONS.

PROPER INSTALLATION AND MAINTENANCE OF TEMPORARY AND/OR PERMANENT EROSION

CONTRACTOR'S CAPABILITY AND PROGRESS IN COMPLETING THE FINISHED GRADE AND THE

ONE TIME BY CLEARING AND GRUBBING, EXCAVATION, BORROW OR FOR, DEPENDING ON THE

THE ENGINEER MAY LIMIT THE AREA OF UNPROTECTED EARTH MATERIAL EXPOSED AT ANY

CONTRACT DOCUMENTS.

FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL MEASURES INDICATED IN THE

THE CONSTRUCTION ENVIRONMENTAL CONTACT SHALL BE NOTIFIED OF ANY SIGNIFICANT

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

CONTRACT DOCUMENTS MAY REQUIRE FIELD ADJUSTMENT DEPENDING ON THE SEQUENCE OF

THE LOCATION OF SOIL EROSION AND SEDIMENT CONTROL MEASURES AS INDICATED IN THE

REQUIRED UNDER THE PROVISIONS OF SECTION 108-01 START AND PROGRESS OF WORK.

INCLUDED AS PART OF THE CONSTRUCTION SCHEDULE SUBMITTED BY THE CONTRACTOR AS

CONTROL WORK INCLUDING SEEDING. ALL WORK DONE UNDER SECTION 209 SHALL BE

(CEC) FOR PERFORMING ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENT

CONTRACTOR SHALL SUBMIT SCHEDULES TO THE CONSTRUCTION ENVIRONMENTAL CONTACT

AT THE PRECONSTRUCTION CONFERENCE OR PRIOR TO THE START OF CONSTRUCTION, THE

ITEM 201.06 - CLEARING AND GRUBBING

PROJECT LIMITS.

ENSURE VISIBILITY OF ALL SIGNS AND INTERSECTION APPROACHES WITHIN THE

REMOVAL OF ALL TREE LIMBS AND ENTIRE TREES AND SHRUBS AS NECESSARY TO

ALL SIGNS NOT OTHERWISE SPECIFIED UNDER SEPARATE SIGN REMOVAL ITEMS

ON THE PLANS

ALL VEGETATION SPECIFIED FOR CLEARING AND GRUBBING REMOVAL AS INDICATED

FOLLOWING:

DOCUMENTS AND ADBE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE

THE CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS INDICATED IN THE CONTRACT

FINE, CIVIL PENALTY AND IMPRISONMENT.

INDUSTRIAL USES ARE NOT CONSIDERED FIREWOOD. VIOLATORS ARE SUBJECT TO

FUEL OR WHICH IS DESTINED FOR USE AS FUEL. LOGS BEING TRANSPORTED FOR

REGARDLESS OF LENGTH WHICH IS A FORM AND SIZE APPROPRIATE FOR USE AS A

DEFINED AS WOOD FROM ANY SPECIES, CUT OR UNCUT, SPLIT OR NOT SPLIT,

SPECIES, MORE THAN 50 MILES FROM ITS SOURCE (I.E. PROJECT SITE) FIREWOOD IS

NEW YORK STATE LAW FORBIDS THE TRANSPORT OF FIREWOOD, REGARDLESS OF

FOR MULCHING NEW PLANTINGS, PLANT BEDS OR TURF SEEDED AREAS.

THAT CONTAIN OR ARE SUSPECTED TO CONTAIN ASH SPECIES SHALL NOT BE USED

BY THE REGIONAL LANDSCAPE ARCHITECT (RLA). ASH WOOD CHIPS OR WOOD CHIPS

CONTRACTOR SHALL SPREAD THESE WOOD CHIPS ON-SITE IN LOCATIONS DETERMINED

BELOW GRADE OR IF GRUBBED, CHIPPED TO 1 INCH X 1 INCH CH1P5. THE

CHIPPED TO 1 INCH X 1 INCH CHIPS. ASH STUMPS CAN BE GROUND 6 INCHES

ALL ASH BRANCHES, TRUNKS, ROOTS AND ALL VEGETATIVE PARTS ARE TO BE

TREE, ASH SAPLING, ASH LOG OR ASH STUMP FROM THE PROJECT SITE. INSTEAD,

(FRAXIUS SPP). UNDER NO CIRCUMSTANCE IS THE CONTRACTOR TO REMOVE ANY ASH

CLEARING AND GRUBBING OPERATIONS MAY RESULT IN THE REMOVAL OF ASH

ENGINEER.

COLLECTED AND DISPOSED OF OFF-SITE TO A LOCATION ACCEPTABLE TO THE

ACCEPTANCE AND DISTRIBUTION. MATERIAL FROM DISEASED PLANTS SHALL BE

EIC IN COORDINATION WITH THE REGIONAL LANDSCAPE ARCHITECT PRIOR TO

MATERIAL MUST BE ACCEPTABLE TO AND LOCATIONS SHALL BE APPROVED BY THE

AND/OR SHREDDED ON-SITE FOR SUBSEQUENT REUSE. CHIPPED AND SHREDDED

ALL HEALTHY PLANT MATERIALS CLEARED ON THE JOB SITE MAY BE CHIPPED

CONTRACT DOCUMENTS FOR FURTHER GUIDANCE AND REQUIREMENTS.

NOTE FOR MIGRATORY BIRD PROTECTION AND AVOIDANCE ELSEWHERE IN THE

CONFLICT BETWEEN THIS FEDERAL LAW AND WORK OPERATIONS. REFER TO SPECIAL

AND EGGS. THE CONTRACTOR SHOULD SCHEDULE WORK TO MINIMIZE THE POTENTIAL

TAKE, CAPTURE, OR KILL ANY MIGRATORY BIRDS, INCLUDING THEIR FEATHERS, NESTS

THIS CONTRACT. UNDER THE MIGRATORY BIRD TREATY ACT, IT IS UNLAWFUL TO

THE CONTRACTOR MAY ENCOUNTER NESTING BIRDS DURING THE ADMINISTRATION OF

BEYOND THE REQUIRED GRADING LIMITS, UNLESS DIRECTED OTHERWISE.

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

TO THE TOWN.

WITH ACCEPTED NURSERY PRACTICE. WORK SHALL BE DONE AT NO ADDITIONAL COST

DURING CONSTRUCTION. THIS CORRECTIVE WORK SHALL BE DONE IN ACCORDANCE

ALL TREE BRANCHES AND TREE ROOTS WHICH HAVE BEEN BROKEN OR INJURED

CLEARING AND GRUBBING SHALL NOT INCLUDE THE FOLLOWING:

MIGRATORY BIRD PROTECTION AND AVOIDANCE

THE YOUNG FROM THE NEST TO BE RAISED BY A WIILDLIFE REHABILITATOR.

ARE FOUND. THE EIC AND THE CEC WILL EVALUATE THE POTENTIAL FOR REMOVING

ENVIRONMENTAL COORDINATOR (CEC) WHEN ACTIVE NESTS OF THE ABOVE SPECIES

CONTRACTOR SHALL NOTIFY THE EIC AND THE EIC WILL ALERT THE CONSTRUCTION

ACT, THEY SHOULD STILL BE TREATED AS HUMANELY AS POSSIBLE. THE

AND MONK PARAKEETS. ALTHOUGH THESE SPECIES ARE NOT PROTECTED UNDER THE

(DOMESTIC PIGEONS) HOUSE SPARROWS (ENGLISH SPARROWS), EUROPEAN STARLINGS,

EXEMPT, OR NOT AFFORDED PROTECTION UNDER THE (MBTA), ARE ROCK DOVES

FEATHERS, NESTS, AND EGGS ARE ALSO PROTECTED UNDER THE (MBTA).

EAGLES AND SONGBIRDS, INCLUDING SWALLOWS AND EASTERN PHOEBES. THEIR

PROTECTED MIGRATORY BIRDS INCLUDE ALL WATERFOWL, HERONS, HAWKS, OWLS,

MIGRATORY BIRD, UNLESS A FEDERAL PERMIT IS FIRST SECURED.

OR MANNER, TO INTENTIONALLY OR UNINTENTIONALLY TAKE, CAPTURE OR KILL ANY

UNDER THE MIGRATORY BIRD TREATY ACT, (MBTA) IT IS UNLAWFUL BY ANY MEANS

AND CAN BE REMOVED AND MAINTENANCE/CONSTRUCTION ACTIVITIES CAN BEGIN.

OF THESE ACTIVITIES ARE OBSERVED, THEN THE NEST CAN BE ASSUMED INACTIVE

MATCHING THE BIRD NEST TYPE FLYING IN THE VICINITY OF THE NESTS. IF NONE

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

SEASON IS INDICATED BY ADULT BIRDS CONSTRUCTING THE NEST, BIRDS COMING

DETERMINE IF IT IS ACTIVE OR NOT. AN ACTIVE NEST DURING THE BREEDING

BREEDING SEASON), IT SHOULD BE OBSERVED FOR A PERIOD OF SEVERAL HOURS TO

CONTRACTOR ON A BRIDGE BETWEEN APRIL 15 AND AUGUST 15 (POTENTIAL

MIGRATORY BIRDS, NESTS OR EGGS. IF A NEST (OR NESTS) IS IDENTIFIED BY THE

BIRD NESTS SHALL BE EVALUATED FOR POTENTIAL IMPACTS OR ILLEGAL TAKING OF

LOCATIONS THAT ARE IDENTIFIED AS CONTAINING OR HARBORING ACTIVE MIGRATORY

CONFLICT BETWEEN THIS FEDERAL LAW AND WORK OPERATIONS.

ACTIVITY. THE CONTRACTOR SHALL SCHEDULE WORK TO MINIMIZE THE POTENTIAL

CONTRACTOR FOR BIRD NESTING ACTIVITY PRIOR TO COMMENCING ANY DISTURBANCE

AREAS OR OTHER AREAS OF POTENTIAL DISTURBANCE SHALL BE INSPECTED BY THE

TREES, BRUSH AND OPEN FIELDS. ALL AREAS OF CLEARING AND GRUBBING, STAGING

CLEARING AND GRUBBING OPERATIONS: MIGRATORY BIRDS CAN ALSO BE FOUND IN

TREES DEEMED TO BE A HAZARD (ADBE) ARE EXEMPT FROM THIS REQUIREMENT.

BE PERMITTED OUTSIDE THESE DATES. VEGETATION UNDER THREE (3) INCHES IN CALIPER, AND

SHALL OCCUR BETWEEN OCTOBER 1ST AND MARCH 31ST. NO ADDITIONAL TREE REMOVALS SHALL

ALL TREE REMOVALS SHALL INCLUDE COMPLETE REMOVAL OF THE STUMP. ALL TREE REMOVALS

ENVIRONMENTAL COORDINATOR.

APPROVAL MUST BE OBTAINED FROM THE ENGINEER IN CONSULTATION WITH THE CONSTRUCTION

NECESSARY, WHETHER THEY ARE PAID FOR UNDER CLEARING AND GRUBBING OR TREE REMOVAL,

AND AS INDICATED IN THE CONTRACT DOCUMENTS. IF ANY ADDITIONAL TREE REMOVALS ARE

FEDERAL REGULATORY AGENCIES TO REMOVE ONLY THOSE TREES DESIGNATED FOR REMOVAL

DIAMETER (DIAMETER BREAST HEIGHT (DBH)). THIS PROJECT HAS RECEIVED APPROVAL FROM

THIS PROJECT WILL REQUIRE THE REMOVAL OF TREES GREATER THAN THREE (3) INCHES IN

GENERAL NOTES

MAINTENANCE AND PROTECTION OF TRAFFIC

CONSTRUCTION VEHICLES AND EQUIPMENT

PEDESTRIAN ACCOMMODATION THROUGH WORK ZONES

SURFACE CONDITIONS

CHANNELIZING DEVICES

PAVEMENT MARKINGS

NOTIFICATIONS AND EMERGENCY ACCESS

FIRM AND STABLE (ADBE).

DIVERT PEDESTRIAN TRAFFIC ONTO GRASSED AREAS OR OTHER SURFACES THAT ARE NOT

619-3.02C OF THE NYSDOT STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL NOT

PATH THROUGH THE WORK ZONE SHALL BE MAINTAINED, AS DEFINED IN SECTION

PEDESTRIANS CAN BE DIRECTED TO CROSS AT MID-BLOCK CROSSINGS. THE PEDESTRIAN

INTERSECTIONS PRIOR TO THE WORK ZONE RATHER THAN AT THE WORK ZONE UNLESS

PRIOR TO ENTERING A WORK ZONE. WHERE POSSIBLE, THESE SIGNS SHALL BE PLACED AT

SHALL BE DIRECTED, WITH ADVANCE SIGNAGE, TO CROSS AT AN ACCEPTABLE LOCATION

WITH THE ABILITY OF PEDESTRIANS TO MOVE THROUGH THE WORK ZONE. PEDESTRIANS

THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION ACTIVITIES DO NOT INTERFERE

END OF THE DAY.

CONTRACTOR SHALL NOT LEAVE LONGITUDINAL DROP-OFFS EXPOSED TO TRAFFIC AT THE

WHEN TRAFFIC IS MAINTAINED ON A MILLED SURFACE DURING MILLING OPERATIONS, THE

PRICE BID FOR BASIC WORK ZONE AND TRAFFIC CONTROL.

THE COST OF THIS WORK, INCLUDING REMOVAL OF TAPERS, SHALL BE INCLUDED IN THE

REMAIN IN PLACE UNTIL THE NEED FOR TAPERING IS ELIMINATED BY SUBSEQUENT WORK.

AN INTERSECTION SHALL BE TAPERED. THESE TAPERS SHALL BE MAINTAINED AND

A DRUM, IF TAPERING IS NOT POSSIBLE. ALL VALVES, MANHOLES, ETC. LOCATED WITHIN

SHOULDERS, CENTERLINE) THE CONTRACTOR MAY MARK THE FEATURE AS A HAZARD WITH

MIX). FOR VALVES, MANHOLES, ETC. LOCATED OUTSIDE THE ACTUAL TRAVEL LANES (I.E.

CONSTRUCTED FROM BITUMINOUS PATCHING MATERIAL (PLANT MIX OR SUITABLE WINTER

FOR PLACEMENT AND REMOVAL OF THESE TAPERS. TEMPORARY TAPERS SHALL BE

MANHOLES, ETC. LOCATED WITHIN THE TRAVEL LANES. THE CONTRACTOR IS RESPONSIBLE

ETC.). THE CONTRACTOR SHALL PROVIDE TEMPORARY SLOPED TAPERS FOR ALL VALVES,

MARK ALL HAZARDS PROJECTING UP FROM THE DRIVING SURFACE (I.E. VALVES, MANHOLES,

WHEN MAINTAINING TRAFFIC ON PAVED OR MILLED SURFACES, THE CONTRACTOR SHALL

INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.

TAPERING IS ELIMINATED BY SUBSEQUENT WORK. THE COST FOR THIS WORK SHALL BE

MIX). THESE TAPER SHALL BE MAINTAINED AND REMAIN IN PLACE UNTIL THE NEED FOR

CONSTRUCTED FROM BITUMINOUS PATCHING MATERIAL (PLANT MIX OR SUITABLE WINTER

TEMPORARY SLOPED TAPERS REQUIRED PER STANDARD SPECIFICATION 619-3.02 SHALL BE

SHOULDER CLOSURES.

THE CONTRACTOR SHALL USE DRUMS FOR NIGHT TIME LANE CLOSURES AND NIGHT ITIME

SHOULDER CLOSURE SHALL BE UNIFORM

CHANNELIZATION DEVICES USED IN THE TANGENT SECTION OF A LANE CLOSURE OR

CHANNELIZATION DEVICES USED IN TAPERS SHALL BE UNIFORM

THE NO COST TO THE STATE OR TOWN.

CONTRACTOR OPERATIONS SHALL BE RE-ESTABLISHED AS REQUIRED BY THE ENGINEER A

EXISTING PAVEMENT MARKINGS WITH THE CONTRACT LIMITS THAT ARE DAMAGED DUE TO

APROVAL BY THE ENGINEER.

TECHNIQUES FOR REMOVAL OR COVERING OF PAVEMENT MARKINGS ARE SUBJECT TO

AND EGRESS OF PASSENGERS AT EXISTING OR TEMPORARILY RELOCATED BUS STOPS.

CONDITIONS. THE CONTRACTOR SHALL ALSO MAKE PROVISIONS FOR THE SAFE INGRESS

TRANSIT ORGANIZATIONS AT LEAST FOUR WEEKS PRIOR TO THE ALTERATION OF TRAVEL

TRAVEL CONDITIONS ARE CREATED. NOTIFICATIONS AND UPDATES SHALL BE PROVIDED TO

ORGANIZATIONS SHALL BE UPDATED EACH TIME PROJECT ACTIVITIES CHANGE AND NEW

THEM OF ANTICIPATED CHANGES IN TRAVEL CONDITIONS, IN ADDITION, THSESE

AGENCIES THAT MAY BE AFFECTED BY WORK ASSOCIATED WITH THIS PROEJCT TO NOTIFY

THE CONTRACTOR IS REQUIRED TO CONTACT ALL SCHOOLS AND EMERGENCY RESPONSE

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WESTCHESTER AVENUE

TOWN OF POUND RIDGE

WESTCHESTER 08

8780.51

WORK ZONE TRAFFIC CONTROL NOTES8780.51

WZN-01

11

ADJACENT OPEN LANES.

LEAVING THE WORK ZONE SHALL NOT IMPEDE THE MOVEMENT OF THROUGH TRAFFIC IN THE

SUCH THAT, TO THE EXTENT PRACTICAL. THE CONTRACTOR'S VEHICLES ENTERING AND

THE CONTRACTOR SHALL PLAN AND INCORPORATE ACCESS POINTS INTO THE WORK ZONE

HAZARD TO TRAFFIC OR WHERE IT MAY INHIBIT SAFE PEDESTRIAN MOBILITY.

THE CONTRACTOR SHALL NOT PARK EQUIPMENT OVERNIGHT WHERE IT IS DEEMED A SAFETY

WITHIN THE CONTRACT LIMITS, EXCEPT WHERE PARKING IS PERMITTED.

THE PAVEMENT OR SHOULDERS ALONG A ROADWAY BEING USED BY THE GENERAL PUBLIC

VEHICLES BELONGING TO THE CONTRACTOR OR THE WORKERS SHALL NOT BE PARKED ON

SPECIFICATION 105-06. TO ENSURE ALL TRAFFIC IS PROPERLY AND SAFELY MAINTAINED.

COMPANIES, MUNICIPALITIES AND PERMITTEES IN ACCORDANCE WITH STANDARD

THE CONTRACTOR SHALL COORDINATE ANY WORK WITH OTHER CONTRACTORS, UTILITY

WORK SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.

CONTROL DEVICES WHETHER PERMANENT, TEMPRARY, OR CONSTRUCTION. THE COST OF THIS

BE REQUIRED TO TRIM ANY FOLIAGE OBSTRUCTING THE VISIBILITY OF ANY TRAFFIC

NOT OBSCURE TRAFFIC CONTRL DEVICES OR OBSTRUCT TRAFFIC. THE CONTRACTOR SHALL

WEEDS, SHRUBERY, CONSTRUCTIN MATERIALS, EQUIPMENT, VEHICLES, OR WORKERS SHALL

ADDRESSED, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY.

PROPERLY MAINTAINED WITHIN A WORK ZONE OR WORKER SAFETY IS NOT PROPERLY

ITEMS. IF AT ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING

BY THE ENGINEER, COST TO BE INCLUDED IN THE PRICE BID FOR THE APPROPRIATE

ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS DETERMINED

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

ETC.) FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED WORK.

TO, ALL SIGNS, SIGNALS, PAVEMENTS MARKINGS, BARRIERS, DELIENATION (CONES, DURMS,

WORK ZONE TRAFFIC CONTROL SHALL BE COMPLETE, THIS INCLUDES BUT IS NOT LIMITED

PRIOR TO THE START OF ANY WORK OPERATIONS, ALL REALATED WORK FOR PROPOSED

CONTAINED IN THIS CONTRACT.

THE NEW YORK STATE MANUAL OF UNIFORM TRAFFIC DEVICES AND ANY PROVISIONS

SECTION 619 - WORK ZONE TRAFFIC CONTROL OF THE NYSDOT STANDARD SPECIFICATIONS,

MAINTENANCE AND PROTECTION OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH


DESCRIPTIONITEM

NOTES:UNIT

2'WORK AREA

°°b

EXISTING ROADWAY

MIN. WIDTH 13.75'

EXISTING ROADWAY

MIN. WIDTH 15.25'

2'

2'WORK AREA

°°b

VARIES 10' TO 11'

VARIES 12.50' TO 14.25'

10.50' 10.50'

VARIES 12.50' TO 14.25'

EXISTING ROADWAY

2' WORK AREA

°°b

VARIES 10' TO 11'

VARIES 12.50' TO 14.50' VARIES 12.50' TO 14.25'

EXISTING ROADWAY

STAGE 1

STAGE 2

LEGEND:

2'WORK AREA

°°b

EXISTING ROADWAY

2' WORK AREA

°°b

EXISTING ROADWAY

STAGE 1

STAGE 2

STA. 20+34 TO STA. 21+00

STA. 19+50 TO STA. 20+00

STA. 17+70 TO STA. 17+92

STA. 35+17 TO STA. 35+39

STA. 30+50 TO STA. 31+85

STA. 32+88 TO STA. 34+00

STA. 25+33

ONE WAY ALTERNATING TRAFFIC WITH STOP CONDITION AT APPROACHES

OR AS DIRECTED BY ENGINEER.

TRAFFIC DRUMS/CONES SPACED 20' CENTER TO CENTER

14.5' 14'

14.5' 14'

11'

11'

PCC INLAY INSTALLED IN STAGE 1

CROSSWALK INSTALLED IN STAGE 1

PRECAST CONCRETE STREET PAVING

INSTALLATION OF PCC INLAYS AND OVERLAYS

INSTALLATION OF PCC INLAYS AND OVERLAYS

INSTALLATION OF PRECAST CONCRETE STREET PAVING

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CONTRACT NUMBER

· I s172 N V L H s: CONTRACTOR'S NAME AWARD DATE COMPLETION DATE FINAL ACCEPTANCE DATE REGIONAL DIRECTOR ENGINEER IN CHARGE FINAL COST …

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