117-304 cph drd 01- - greenburgh, new york

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

CONE PENETROMETER

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

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

INDEX AND ABBREVIATIONS INDEX

STANDARD SHEETS

2

NUMBER

SHEETDESCRIPTION DRAWING NUMBER

TOTAL NUMBER OF SHEETSINDEX 31

TRAFFIC SIGNAL PLAN

TRAFFIC SIGNAL DETAILS

TRAFFIC SIGNAL TABLES

TRAFFIC SIGNAL NOTES

DRAINAGE DETAILS

DRAINAGE TABLES

LANDSCAPE DEVELOPMENT NOTES

GENERAL PLANS

MISCELLANEOUS DETAILS

MISCELLANEOUS TABLES

BASELINE TIES AND PLAN

HORIZONTAL CONTROL TABLES

WORK ZONE TRAFFIC CONTROL PLANS

WORK ZONE TRAFFIC CONTROL NOTES

GENERAL NOTES

TYPICAL SECTIONS

LEGENDS

INDEX AND ABBREVIATIONS

TITLE SHEET

TSP-01

TSD-01

TST-01

TSN-01 TO TSN-02

DRD-01 TO DRD-02

DRT-01

LAN-01

GNP-01 TO GNP-07

MSD-01

MST-01

BLT-01

HVC-01

WZTC-01 TO WZTC-02

WZN-01

GNN-01

TYP-01 TO TYP-03

LEG-01 TO LEG-02

INDEX

COVER

31

30

29

27-28

25-26

24

23

16-22

15

14

13

12

10-11

9

8

5-7

3-4

2

1

608-03

608-01

604-02

209-05

209-03

209-01

203-05

203-02

203-01

619-30

619-21

619-20

619-12

619-11

619-10

619-04

611-01

609-03

609-02

609-01

663-02

663-01

645-11

645-09

645-03

645-02

645-01

619-61

619-60

619-51

619-50

685-01

680-10

680-04

680-02

680-01

663-07

663-05

663-04

663-03

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mschauffert BRIDGES CULVERTS

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RVIS

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COUNTY:

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ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

TE

AT

OR

D.

BO

RJ

AS

M.

SC

HA

UF

FE

RT

D.

AD

AM

S

CENTRAL PARK AVENUE SIDEWALK PROJECT

NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)

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

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).

POINT SYMBOLOGY

LEGENDLEG-01

3

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

FIL

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

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

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

CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

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C.

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LINE SYMBOLOGY

LEGEND

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

DESCRIPTIONNAMESTYLE

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

GUIDE POST

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATENARY

RRER RAIL ROAD, 3RD RAIL

RAIL, PHOTO, LARGE SCALE

RAIL, PHOTO, SMALL SCALE

RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

RGP_P

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STPB* PARTIAL BARRIER LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

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

STYLE NAME DESCRIPTION

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).

LEG-02

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

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DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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TYPICAL SECTIONS TYP-01

ITEM NO. DESCRIPTION ITEM NO.UNIT DESCRIPTION NOTES:UNIT

COMPACTION

12.5 F9 TOP COURSE HMA, SHOULDER COURSE, 80 SERIES

2'-0"

SECTION TO REMAIN

EXISTING PAVEMENT

ITEM 503.1010

UNLESS NOTED ON PLAN)

(CURB REVEAL - 6"

ITEM 609.0401

1•" - ITEM 402.128903

3"

6"

(NOT TO SCALE)

BID FOR ITEM 609.0401

TO BE INCLUDED IN PRICE

STANDARD SHEET. COST

BACKING AS PER

CEMENT CONCRETE

FOR ITEM 609.0401

INCLUDED IN PRICE BID

CONCRETE. COST TO BE

BED OF DRY MIX

SET CURB ON CONTINUOUS

TO REMAIN

EXISTING PAVEMENT

1.5%

STA. C 28+70.00 TO STA. C 32+80.00

4" - ITEM 608.0101

ITEM 203.02

1

ROUND 4' V.C.

1

GROUND

ORIGINAL6.0%

AND ITEM 610.1602

4" - ITEM 610.1402

ITEM 203.03

SHLDR.

2'-3"

(NOT TO SCALE)

STA. C 17+17.00 TO STA. C 18+50.00

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

TRAVEL LANE/MEDIAN

VARIES (11'-0" TO 13'-0")

TRAVEL LANE

VARIES (14'-0" TO 20'-7")

VARIES

BREAK

(4 TO 6)

VARIES

6

AND ITEM 610.1602

4" - ITEM 610.1402

TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION

STA. C 40+45.00 TO STA. C 40+90.00

STA. C 38+20.00 TO STA. C 39+00.00

STA. C 34+15.00 TO STA. C 34+80.00

ITEM 609.0401

THE UNIT COST FOR

SAWCUT TO BE INCLUDED IN

CURB DETAIL

12"

5

TO REMAIN

EXISTING PAVEMENT

1.5%

4" - ITEM 608.0101

ITEM 203.02

1

ROUND 4' V.C.

1

GROUND

ORIGINAL6.0%

AND ITEM 610.1602

4" - ITEM 610.1402

ITEM 203.03

SHLDR.

2'-3"

(NOT TO SCALE)

STA. C 15+27.00 TO STA. C 17+17.00

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

MAINT. STRIP

(0-0" TO 7'-0")

SIDEWALK

5'-0"

VARIES

BREAK

(4 TO 6)

VARIES

6

AND ITEM 610.1602

4" - ITEM 610.1402


THIS DWG.

SEE CURB DETAIL,

ITEM 418.760312"

1.5%

VARIES

SIDEWALK

5'-0"

MAINT. STRIP

(0'-0" TO 11'-0")

1.5%

ITEM 203.02

6.0%ROUND 4' V.C.

1

6

ITEM 203.03

BREAKSHLDR.

2'-3"

AND ITEM 610.1602

4" - ITEM 610.1402

AND ITEM 610.1602

4" - ITEM 610.1402

TRAVEL LANES

vVARIES (25'-0" TO 29'-0")

TRAVEL LANES

vVARIES (27'-0" TO 28'-6")

(SEE NOTE 1)

ITEM 407.0102

4" - ITEM 610.1402 & 610.1602

610.1602

610.1402

609.0401

608.0101

503.1010

418.7603

TURF ESTABLISHMENT - LAWNS

TOPSOIL - ROADSIDE

CAST-IN-PLACE CONCRETE CURB TYPE VF150

CONCRETE SIDEWALK

PCC FOUNDATION FOR PAVEMENT, CLASS C

ASPHALT PAVEMENT JOINT ADHESIVE

SY

CY

LF

CY

CY

LF

GAL

TON

CY

CY

CY

DILUTED TACK COAT

COURSE, TYPE 2 SHALL BE 8" THICK AT DRIVEWAYS.

ITEM 608.0101, CONCRETE SIDEWALKS AND DRIVEWAYS SHALL BE 6" THICK AND ITEM 304.12, SUBBASE 2.

NEW ASPHALT, ITEM 407.0102.

DILUTED TACK COAT, SHALL BE APPLIED TO ALL SAWCUT SURFACES AND BETWEEN ALL LAYERS OF 1.

MAINT. STRIP

(2'-6" TO 4'-6")

SIDEWALK

5'-0"

CAPABLE OF SUSTAINING PLANT GROWTH, AS APPROVED BY THE ENGINEER.

TOPSOIL. ANY EMBANKMENT MATERIAL (ITEM 203.03) USED IN THIS AREA SHALL BE A MINERAL SOIL,

THE SUBGRADE, WHICH SHALL BE SCARIFIED TO THE DEPTH OF 6" PRIOR TO PLACING FILL OR

ALL CONSTRUCTION DEBRIS, SUBBASE MATERIAL, ETC., SHALL BE REMOVED FROM THIS AREA DOWN TO 4.

ASPHALT, ITEM 418.7603.

LONGITUDINAL, TRANSVERSE, SAWCUT, AND OTHER JOINTS BUTTING AGAINST THE NEW TOP COURSE

ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO THE VERTICAL FACES OF ALL 3.

6" - ITEM 304.11000008

6" - ITEM 304.11000008

6" - ITEM 304.11000008

6" - ITEM 304.11000008

407.0102

402.128903

304.11000008

203.03

203.02

SUBBASE COURSE, (MODIFIED)

EMBANKMENT IN PLACE

UNCLASSIFIED EXCAVATION AND DISPOSAL

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

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DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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PREPARED BY: DONALD D. ADAMS, P.E.



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(NOT TO SCALE)

TO REMAIN

EXISTING PAVEMENT

1

1.5% 1.5%

SHLDR.

2'-3"

BREAK

ROUND 4' V.C.

1

STA. C 20+75.00 TO STA. C 27+00.00

AND ITEM 610.1602

4" - ITEM 610.1402

ITEM 609.0401

ITEM 627.50140008

ITEM 203.03

4" - ITEM 608.0101

ITEM 407.0102 (SEE NOTE 1)

1•" - ITEM 402.128903

2•" - ITEM 402.198903

4" - ITEM 402.378903

12" - ITEM 304.12

ITEM 203.02

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

GROUND

ORIGINAL

SIDEWALK

5'-0"

MAINT. STRIP

VARIES (6'-0" TO 8'-6")

STA. C 32+80.00 TO STA. C 34+15.00

6.0%

EXISTINGMATCH

6

6

ITEM 418.7603

TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH CURB AND PAVEMENT

27'-0"

(SEE NOTE 3)

ITEM 304.12 OR ITEM 203.03

(SEE PLANS FOR LOCATIONS)

610.1402 AND ITEM 610.1602

4" - ITEM 601.01110001 OR


COMPACTION

12.5 F9 TOP COURSE HMA, SHOULDER COURSE, 80 SERIES

610.1602

610.1402

609.0401

608.0101

601.01110001

503.1010

418.7603

SY

CY

LF

CY

SY

CY

LF

GAL

TON

TON

TON

CY

CY

CY

DILUTED TACK COAT

37.5 F9 BASE COURSE, HMA 80 SERIES COMPACTION

19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION


TOPSOIL - ROADSIDE


CONCRETE SIDEWALK

EXPOSED AGGREGATE CONCRETE SURFACES

PCC FOUNDATION FOR PAVEMENT, CLASS C


6

TO REMAIN

EXISTING PAVEMENT

1

6.0% 1.5% 1.5%

SHLDR.

2'-3"

BREAK

ROUND 4' V.C.

1

STA. C 18+50.00 TO STA. C 20+75.00STA. C 27+00.00 TO STA. C 28+70.00

AND ITEM 610.1602

4" - ITEM 610.1402

ITEM 203.03

4" - ITEM 608.0101

ITEM 203.02

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

(NOT TO SCALE)

STA. C 42+50.00 TO STA. C 44+80.00

VARIES

SIDEWALK

5'-0"

MAINT. STRIP

(0'-0" TO 8'-0")

6

6GROUND

ORIGINAL

ITEM 418.7603

TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH CURB

DWG. TYP-01

SEE CURB DETAIL,

STA. C 37+50.00 TO STA. C 38+20.00

AND ITEM 610.1602

4" - ITEM 610.1402 ITEM 203.03 (SEE NOTE 3)

TRAVEL LANE/MEDIAN

VARIES (11'-0" TO 20'-0")

TRAVEL LANE

VARIES (13'-6" TO 15'-6")

3'-0"












TRAVEL LANE

VARIES (11'-0" TO 12'-6")

TRAVEL LANE

VARIES (14'-0" TO 16'-0")

6" - 304.11000008

6" - ITEM 304.11000008

407.0102

402.378903

402.198903

402.128903

304.11000008

203.03

203.02


EMBANKMENT IN PLACE


12"

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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1.5%

4" - ITEM 608.0101

12"

TO REMAIN

EXISTING PAVEMENT

STA. C 47+00.00 TO STA. C 49+75.00(NOT TO SCALE)

GROUND

ORIGINALVARIES

1.5%

ITEM 203.02

4" - ITEM 608.0101

12"

TO REMAIN

EXISTING PAVEMENT

STA. C 44+80.00 TO STA. C 46+08.00(NOT TO SCALE)

SIDEWALK

5'-0"

MAINT. STRIP

4'-0"

6.0%

1

AND ITEM 610.1602

4" - ITEM 610.1402

ROUND 4' V.C.

1.5%

BREAKSHLDR.

0'-6"

MATCH EXISTING


DWG. TYP-01

SEE CURB DETAIL,

TRAVEL LANE/MEDIAN

VARIES (20'-2" TO 22'-4")

TRAVEL LANE

15'-0"

GROUND

ORIGINAL

6

1

6

ITEM 203.03 (TYP.)

TRAVEL LANE/MEDIAN

VARIES (22'-8" TO 22'-10")

TRAVEL LANE

15'-0"

DWG. TYP-01

SEE CURB DETAIL,

4" - ITEM 601.01110001

ROUND 4' V.C.

ITEM 418.7603

ITEM 418.7603

(6" REVEAL)

ITEM 609.0401

ITEM 610.1602

4" - ITEM 610.1402 AND

SIDEWALK

5'-0"

MAINT. STRIP

(0'-0" TO 4'-6")

VARIES

TYPICAL SECTIONS - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH BACK CURB

VARIES

ITEM 203.02

4" - ITEM 608.020102

8" - ITEM 304.12


7

(EXISTING CURB TO BE REMOVED)

ITEM 203.02

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

TO REMAIN

EXISTING PAVEMENT

1.5%

STA. C 40+90.00 TO STA. C 42+50.00

VARIES

4" - ITEM 608.0101

(NOT TO SCALE)

MATCH EXISTING

STA. C 49+75.00 TO STA. C 49+89.36

STA. C 46+08.00 TO STA. C 47+00.00

TRAVEL LANE/MEDIAN

VARIES (10'-8" TO 22'-10")

TRAVEL LANE

15'-0"

TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH BACK CURB

GROUND

ORIGINAL

SIDEWALK

5'-0"

MAINT. STRIP

VARIES (2'-6" TO 4'-0")

DWG. TYP-01

SEE CURB DETAIL,

ITEM 418.7603

(SEE PLANS FOR LOCATIONS)

ITEM 610.1602

ITEM 610.1402 AND

4" - ITEM 601.01110001 OR

12"

ITEM 203.02

DWG. TYP-01

SEE CURB DETAIL,

6"

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

CENTRAL PARK AVENUE

H.C.L. & STA. LINE

LF

SY

CY

LF

CY

SY

LF

627.5014008

610.1602

610.1402

609.0401

608.020102

608.0101

601.01110001

418.7603

CUTTING PAVEMENT


TOPSOIL - ROADSIDE


HMA SIDEWALK, DRIVEWAY & BICYCLE PATHS, & VEGETATION CONTROL STRIPS

CONCRETE SIDEWALK

EXPOSED AGGREGATE CONCRETE SURFACES


CY

CY

CY












6" - ITEM 304.11000008

(SEE NOTE 3)

ITEM 203.03 OR ITEM 304.11000008

6" - ITEM 304.11000008

6" - ITEM 304.11000008

304.11000008

203.03

203.02


EMBANKMENT IN PLACE


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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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GENERAL NOTES:

ENVIRONMENTAL NOTES:

UTILITY NOTES: SURVEY NOTES:

PROJECT SPECIFIC NOTES:

ACCESS AND NOTIFICATION NOTES:

GENERAL NOTES GNN-01

8

SECTION 609 OF THE STANDARD SPECIFICATIONS.

THE EXCAVATION ASSOCIATED WITH CURB INSTALLATION SHALL BE PAID FOR IN ACCORDANCE WITH 13.

ENGINEER.

HAND FINISHING PER THE STANDARD SPECIFICATION. CERTIFICATION SHALL BE PROVIDED TO THE

THE CONTRACTOR SHALL PROVIDE AN ACI CERTIFIED CONCRETE FLAT WORK FINISHER TO SUPERVISE ALL 12.

NOT BE ENTITLED TO COMPENSATION FOR SAID TIME DELAYS, REMOVALS, OR REPLACEMENTS.

INSTALLATION OF MATERIALS. FAILURE TO DO SO MAY RESULT IN TIME DELAYS. THE CONTRACTOR WILL

APPROVED BY THE ENGINEER PRIOR TO ORDERING OR FABRICATION OF MATERIALS AND PRIOR TO

SUBMITTALS, CATALOG CUTS, SAMPLES, AND SHOP DRAWINGS MUST BE RECEIVED, REVIEWED AND 11.

RIGHTS-OF-WAY.

THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING EDGE OF PAVEMENT ALONG ALL 10.

CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 9.

OF GREENBURGH.

RESIDENCY NOTIFIED FOR PICKUP. ALL OTHER EXISTING SIGNS SHALL BECOME THE PROPERTY OF TOWN

THE PANEL SHALL BECOME THE PROPERTY OF THE NYSDOT. SIGNS WILL BE STORED AND LOCAL STATE

ALL EXISTING TRAFFIC SIGNS REMOVED BY THE CONTRACTOR WITH A NYSDOT STICKER ON THE BACK OF 8.

SPECIFICATIONS.

ACCORDANCE WITH SECTION 633 (CONDITIONING OF EXISTING PAVEMENT) OF THE NYSDOT STANDARD

ALL EXISTING PAVEMENT AND SHOULDER SURFACES THAT ARE TO BE RESURFACED SHALL BE CLEANED IN 7.

TO CORRECT THE SITUATION TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTION SHALL BE TAKEN

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL 6.

SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.

PLANS AND SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, ALSO

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON SUBSEQUENT SHEETS OF THE 5.

INCLUDED IN THE LUMP UNIT BID PRICE FOR THE VARIOUS ITEMS IN THE CONTRACT.

INDICATED BY ITEM NUMBER. THE COST OF WORK FOR WHICH NO PAYMENT IS INDICATED SHALL BE

SPECIFICATIONS, OR UNDER THE HEADING "GENERAL NOTES" UNLESS PAYMENT IS SPECIFICALLY

NO ADDITIONAL PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLAN, IN THE 4.

CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH FIELD CONDITIONS.

FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE

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

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

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

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF 3.

ON THE AS-BUILT DRAWINGS SUBMITTED FOR APPROVAL.

THE PLANS, AS APPROVED BY THE ENGINEER. ALL FIELD CONDITIONS AND DIMENSIONS SHALL BE NOTED

THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL MAKE APPROPRIATE CHANGES TO THOSE SHOWN ON

ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING AND GIVEN CONDITIONS, 2.

STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

UNLESS OTHERWISE NOTED ALL ITEM NUMBERS FOR SPECIFIC WORK TASKS RELATE TO THE NEW YORK 1.

CONTRACTOR AND APPROVED BY THE ENGINEER AND/OR THE TOWN.

HOURS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. SUCH NOTICES WILL BE FURNISHED BY THE

THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESSES LOCATED IN THE WORK ZONE 72 5.

PEDESTRIAN ACCESS AT ALL TIMES.

AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE

CONSTRUCTED WITH SUBBASE MATERIAL EXCEPT THAT TEMPORARY ASPHALT CONCRETE SHALL BE PLACED

TIMES TO THE SATISFACTION OF THE ENGINEER. RAMPING CONSTRUCTION TO PROVIDE ACCESS MAY BE

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND RESIDENTIAL PROPERTIES AT ALL 4.

CLOSURES OR ANY WORK AFFECTING TRAFFIC SIGNALS.

THE CONTRACTOR SHALL NOTIFY THE STATE AND/OR TOWN 72 HOURS PRIOR TO ANY STREET OR LANE 3.

COMPLETION OF EXCAVATION AND BACKFILL OPERATIONS WITHIN THE PAVEMENT LIMITS.

ENGINEER, AND/OR THE TOWN. TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF

CONTROL DEVICES AND THE NYS SUPPLEMENT, AND EFFORTS SHALL BE COORDINATED WITH THE

THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2.

EMERGENCY VEHICLES AT ALL TIMES.

THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE ACCESS INTO OR THROUGH THE WORK SITE BY 1.

ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR THE CONCRETE SIDEWALKS ITEM IN THE CONTRACT.

COVERING, FOLLOWED BY A PENETRATING SEALER PRIOR TO THE FIRST FREEZE. THE COST FOR THESE

SIDEWALKS PLACED AFTER OCTOBER 15TH SHALL BE CURED USING WET BURLAP AND A PLASTIC

IN ADDITION TO THE CURING REQUIREMENTS OF THE NYSDOT STANDARD SPECIFICATIONS, CONCRETE 3.

PERMIT FEES.

GREENBURGH AS CO-APPLICANT. THE CONTRACTOR SHALL SECURE THE BONDS AND PAY ALL NYSDOT

THE CONTRACTOR SHALL SECURE A JOINT NYSDOT HIGHWAY WORK PERMIT WITH THE TOWN OF 2.

OUTSIDE THE WORK HOUR RESTRICTIONS.

EQUIPMENT TO BE RUNNING SHALL BE APPROVED BY THE ENGINEER IF THE MAINTENANCE IS PERFORMED

THE EQUIPMENT RUNNING AFTER 8:00 PM. MAINTENANCE OF EQUIPMENT ON SITE WHICH REQUIRES THE

THE CONTRACTOR SHALL NOT BEGIN WARMING UP HIS OR HER EQUIPMENT BEFORE 7:00 AM, NOR KEEP 1.

OR RECOLLECTIONS. (SHOWN AS QLD)

SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS

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

INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)

ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS

INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE

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

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

DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE

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

IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF SUBSURFACE UTILITY FACILITIES,

SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) TO

INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE APPLICATION OF APPROPRIATE

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

AS WELL AS THEIR OTHER UTILITY FACILITY ATTRIBUTES. (SHOWN AS QLA)

INTRUSIVE EXCAVATION EQUIPMENT TO DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS,

EXPOSED AND SURVEYED UTILITY FACILITIES) OF SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY

SHOWN ON THE PLANS HAS BEEN OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY

* QUALITY LEVEL A (QLA): QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION

AND ARE AS FOLLOWS:

SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY RECOGNIZED

THE QUALITY OF THE UNDERGROUND UTILITY INFORMATION ON THE PLANS IS QUALITY LEVEL "C". FOUR 5.

(14) DAYS FOLLOWING NOTICE TO PROCEED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

DRAWINGS ARE TO BE COMPLETED AND TEST PIT LOGS SUBMITTED TO THE ENGINEER WITHIN FOURTEEN

CONDITIONS PRIOR TO WORK IN CONGESTED UTILITY AREAS. ALL TEST PITS IDENTIFIED ON THESE

EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AS NEEDED BY THE CONTRACTOR TO VERIFY EXISTING 4.

RESTORATION.

CREWS. THE CONTRACTOR SHALL THEN PROVIDE ANY PROVISIONS NECESSARY TO AID IN THIS

SERVICE IS RESTORED. PLEASE NOTE THAT SOME UTILITIES REQUIRE DAMAGE REPAIRED BY THEIR OWN

RESTORE THAT SERVICE AT HIS OWN EXPENSE. HE MAY NOT CEASE HIS WORK OPERATION UNTIL THAT

SAID SERVICE, HE SHALL IMMEDIATELY CONTACT SAID UTILITY AND IF NECESSARY, COMMENCE WORK TO

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION IN 3.

UNDERGROUND UTILITIES LOCATED.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL "DIG SAFELY" (1-800-962-7962) TO HAVE 2.

COURSE OF CONSTRUCTION IS PREVENTED.

PRECAUTIONS SUCH THAT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE

CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OR HER OPERATIONS, AND TAKE NECESSARY

ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE

CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATION SHALL BE DETERMINED IN THE FIELD.

LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE 1.

LOCATED AT 56 MAIN STREET, POUGHKEEPSIE, NY 12601 (PH. 845-471-7898).

BASE MAPPING AND RIGHT-OF-WAY INFORMATION PREPARED BY KC ENGINEERING AND LAND SURVEYING, 1.

RIGHT-OF-WAY NOTES:

SUGGESTED CONSTRUCTION SEQUENCING

SPECIFCATION SECTION 107-08 AND 107-13).

SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTORS EXPENSE (STANDARD

THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES 5.

105-15).

SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION

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

INSTANCE ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE

LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED TO THE PROJECT ENGINEER AND IN NO

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

IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS, UNEXPECTED RELEASES FOR 4.

(STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).

DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS

CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR

IF THE CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT 3.

PRE-CAST INSTALLATION TO ENSURE THAT ALL WORK IS PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.

CURB RAMP REMOVAL, AND RAMP INSTALLATIONS WILL REQUIRE NON-TRADITIONAL FORM WORK AND/OR

CLOSE TO THE BACK OF THE EXISTING SIDEWALK. AT THESE LOCATIONS THE EXISTING SIDEWALK AND

AT SOME LOCATIONS THE PUBLIC RIGHT-OF-WAY IS AT THE BACK OF THE EXISTING SIDEWALK OR VERY 2.

OF ANY FENCES OR PROTECTIVE BARRIER.

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

VEHICLE ACCESS, STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE, LANDSCAPING, VEGETATION

HIMSELF/HERSELF THAT ALL WORK BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO

ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN 1.

4. CONTRACTOR TO INSTALL PEDESTRIAN PUSHBUTTONS.

CONTRACTOR TO INSTALL NEW CURBING, SIDEWALKS AND LANDSCAPING.3.

(NYS ROUTE 100).

CONTRACTOR TO EXCAVATE AND INSTALL PROPOSED STORM SEWER IMPROVEMENTS ALONG CENTRAL PARK AVENUE 2.

CONTRACTOR TO INSTALL ADVANCE WORK ZONE SIGNAGE AND TEMPORARY EROSION AND SEDIMENT CONTROL.1.

APPROVED BY THE ENGINEER IN CHARGE.

DEVICES BE ALLOWED TO ENTER ANY WETLAND OR WATERS. DESIGNATED WASH OUT AREAS TO BE

THE WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM REDI-MIX TRUCKS, MIXERS OR OTHER

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO 2.

ESTABLISHMENT AND MANAGEMENT) OF THE NYSDOT STANDARD SPECIFICATIONS.

SEEDED AND MULCHED AS SPECIFIED UNDER SECTION 610 (GROUND VEGETATION - PREPARATION,

ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE GRADED, FERTILIZED, 1.

BREAST HEIGHT (DBH) AND BRANCHES THAT ARE 3 INCHES OR GREATER IN DIAMETER.

31. THESE DATE RESTRICTIONS APPLY TO TREES THAT ARE 3 INCHES OR GREATER IN DIAMETER AT

FACT THEAT TREE CUTTING AND TRIMMING SHALL ONLY BE PERFORMED FROM OCTOBER 1 THROUGH MARCH

AND STATE LISTED THREATENED SPECIES, THE CONTRACTOR'S ATTENTION IS HEREBY DIRECTED TO THE

LISTED ENDANGERED SPECIES AND NORTHERN LONG-EARED BAT (MYOTIS SEPTENTRIONALIS), A FEDERAL

IN ORDER TO PREVENT ANY DIRECT TAKINGS OF INDIANA BAT (MYOTIS SODALIS), A FEDERAL AND STATE 1.

FOR INDIANA BAT & NORTHERN LONG-EARED BAT:TIME OF YEAR TREE CUTTING AND TRIMMING RESTRICTIONS

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

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ON: 8/12/2019

WORK ZONE TRAFFIC CONTROL NOTES:

1. GENERAL NOTES

2. STANDARD SHEETS 619-10, 11, AND 12 CRITERIA

3. TIME / DATE RESTRICTIONS

4. WORK ZONE REQUIREMENTS

5. CONSTRUCTION VEHICLES, EQUIPMENT, AND MATERIALS

6. CHANNELIZING DEVICES

7. FLAGGING AND TRAFFIC CONTROL

9. NOTIFICATION AND EMERGENCY ACCESS

MOVEMENT OF THROUGH TRAFFIC IN THE ADJACENT OPEN LANES.

PRACTICAL, THE CONTRACTOR'S VEHICLES ENTERING AND LEAVING THE WORK ZONE SHALL NOT IMPEDE THE

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

WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES.

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER E.

WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES.

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER D.

NO MATERIAL IS TO BE STORED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE APPROVAL OF THE ENGINEER.C.

THIS REQUIREMENT IS NOT LIMITED TO THE CONTRACT LIMITS.

PARKED IN THE CLEAR ROADSIDE AREA, OR ANY OTHER LOCATION CONSIDERED BY THE ENGINEER TO BE A HAZARD.

CONTRACTOR VEHICLES NOT IN USE AND PRIVATE VEHICLES OWNED BY CONTRACTOR'S EMPLOYEES SHALL NOT BE B.

THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE OF THE TRAVEL WAY.A.

SHALL BE SPACED AT A DISTANCE NOT TO EXCEED 25 FEET, OR AS DIRECTED BY THE ENGINEER.

ENGINEER. DELINEATORS SHALL REMAIN IN PLACE UNTIL SATISFACTORY PROTECTION IS PROVIDED. DELINEATORS

REFLECTORIZED PLASTIC DRUM DELINEATORS SHALL BE USED AT HAZARDOUS LOCATIONS DETERMINED BY THE C.

DEVICES MAY BE USED IN DIFFERENT AREAS OF A PROJECT.

PANELS AND DRUMS SHALL NOT BE USED IN THE SAME TAPER OR CLOSURE. HOWEVER, DIFFERENT CHANNELIZATION

THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES IN A LINEAR CLOSURE OR TAPER I.E. CONES, VERTICAL B.

FOOT LATERAL CLEARANCE TO THE TRAVELED WAY.

WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 1 A.

NEAR THE ACTIVE WORK SPACE.

FLAGGERS SHALL BE LOCATED AS NEEDED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR

ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL

WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA, C.

NOT BE VISIBLE WHEN FLAGGERS ARE NOT BEING USED.

FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF INCIDENTAL FLAGGING, AOBE. FLAGGER SIGNS SHALL B.

THE USE OF TEMPORARY SIGNALS AS A SUBSTITUTE FOR FLAGGERS WILL NOT BE ALLOWED ON THIS PROJECT.A.

STOPS.

PROVISIONS FOR THE SAFE INGRESS AND EGRESS OF PASSENGERS AT EXISTING OR TEMPORARILY RELOCATED BUS

OFFICIALS TO NOTIFY PERSONNEL OF THE EFFECTS TO SCHEDULES AND ROUTES. THE CONTRACTOR SHALL MAKE

TRAFFIC PATTERNS OR IMPLEMENTATION OF WORK ZONES SO THAT THERE WILL BE ADEQUATE TIME FOR TRANSIT

ROAD ALTERATIONS ON BUS OPERATIONS. THIS SHOULD BE DONE FOUR WEEKS IN ADVANCE OF ANY CHANGES IN

THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE TRANSIT OFFICIALS IN RESPECT TO THE EFFECT OF B.

NECESSARY ADJUSTMENTS TO RESPONSE SCHEDULES AND ROUTES.

TRAFFIC PHASE AND/OR DETOUR TO ALLOW ADEQUATE TIME FOR THE ORGANIZATIONS TO COORDINATE AND MAKE

CONTACT SHALL BE MADE AS CONDITIONS CHANGE AND AT LEAST TWO WEEKS PRIOR TO IMPLEMENTING EACH

WITH RESPECT TO THE EFFECT OF ROAD WORK, TRAVEL LANE REDUCTIONS, AND DETOURS ON OPERATIONS. THIS

THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE SCHOOL AND EMERGENCY SERVICES ORGANIZATIONS A.

NOTES

WORK ZONE TRAFFIC CONTROL

10. BICYCLISTS AND PEDESTRIANS

WZN-01

8. SIGNS AND DEVICES

ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE

ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF ONE-WAY STREETS. IN CASES WHERE F.

SIGHT.

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

REPLACED IN THIS CONTRACT.

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

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

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

APPROVAL OF THE ENGINEER.

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

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

AS ORDERED BY THE ENGINEER.

INDICATE ACTUAL CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED, REMOVED, OR CHANGED IMMEDIATELY

ACCORDANCE WITH THE MUTCD UNLESS SHOWN OTHERWISE ON THE PLANS. ALL SIGNS INCLUDING GUIDE SIGNS SHALL

THE CORRECT SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY MUST BE MAINTAINED AT ALL TIMES IN B.

THE MUTCD. COLOR REQUIREMENTS SHALL BE BLACK TEXT ON ORANGE BACKGROUND.

DIAMOND-SHAPED ADVANCE WARNING SIGNS SHALL BE USED FOR ALL ADVANCE WARNING SIGNS SHOWN IN PART 6 OF A.

9

WITHIN 10 FEET OF THE EDGE OF PAVEMENT.

WHICH TRAFFIC IS RESTRICTED BECAUSE OF CONSTRUCTION ACTIVITIES, OR THAT AREA WHICH INVOLVES A DROP-OFF

WORK ZONES ON OPPOSITE SIDES OF THE ROAD SHALL NOT OVERLAP. A WORK ZONE IS DEFINED AS THAT AREA IN B.

THE MINIMUM WIDTH OF TRAVEL LANES WITHIN THE WORK ZONE IS 10 FEET.A.

TO AND FROM THE BUS.

THE CONTRACTOR SHALL PROVIDE A USABLE TRAVEL PATH AT ALL BUS STOP LOCATIONS TO PROVIDE SAFE ACCESS G.

619.01.

TEMPORARY SAFETY FENCING SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL, ITEM

THE STANDARD SPECIFICATIONS. ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND REMOVE

BOTTOM RAIL TO PROVIDE ADDITIONAL SUPPORT, AOBE. THE SAFETY FENCE SHALL CONFORM TO SECTION 107-05 OF

METAL OR WOOD POSTS. THE FENCING SHALL BE A MINIMUM OF 4 FEET IN HEIGHT AND MAY INCLUDE A TOP AND

DROP-OFF OVER 6 INCHES. SAFETY FENCING SHALL BE CONTINUOUS PLASTIC FLUORESCENT ORANGE SUPPORTED BY

TEMPORARY SAFETY FENCING SHALL BE PLACED ALONG ANY SIDEWALK ADJACENT TO ANY EXCAVATION OR VERTICAL F.

STATE.

CONSTRUCTION ACTIVITIES OR PRACTICES SHALL BE IMMEDIATELY REPAIRED, AOBE, AT NO COST TO THE TOWN OR

ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS. SIDEWALK THAT IS DAMAGED BY CARELESS

ADAAG. SIDEWALK REPAIRS DUE TO REQUIRED CONSTRUCTION ACTIVITIES SHALL BE PAID FOR UNDER 608.020102,

SURFACE SHALL BE IN CONFORMANCE WITH THE CRITERIA OUTLINED ABOVE, AS WELL AS THOSE CONTAINED IN THE

CONCRETE MEETING THE REQUIREMENTS OF SECTION 608 OF THE STANDARD SPECIFICATIONS. THE REPAIRED

EXISTING SIDEWALK SERVING AS THE USABLE TRAVEL PATH SHALL BE REPAIRED IMMEDIATELY USING ASPHALT

ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE BREAKAGE OF SLABS OR THE REMOVAL OF SEGMENTS OF E.

WILL RESULT IN THE ASSESSMENT OF LIQUIDATED DAMAGES AS DEFINED IN THE SPECIAL NOTES.

INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL. FAILURE TO PROVIDE THIS PAVED SURFACE

TWO WEEK PERIOD, A TEMPORARY CURB RAMP MAY BE INSTALLED. THE COST OF THIS TEMPORARY RAMP IS TO BE

WITH ADAAG REQUIREMENTS. IF THE CONTRACTOR CHOOSES TO PROVIDE THE FINAL SIDEWALK SURFACE AFTER THE

WILL BE MADE FOR THE TEMPORARY SURFACE. THE CONTRACTOR MUST ALSO PROVIDE CURB RAMPS IN ACCORDANCE

REQUIREMENTS. IF THE CONTRACTOR CHOOSES NOT TO PLACE THE FINAL SIDEWALK SURFACE, NO SEPARATE PAYMENT

PERIOD THE CONTRACTOR MUST PROVIDE A PAVED SURFACE (FINAL OR TEMPORARY) MEETING THE ADAAG

TO USE THE COMPACTED SURFACE FOR A MAXIMUM OF TWO WEEKS (14 CALENDAR DAYS). AFTER THE TWO WEEK

SIDEWALK REMOVAL OR CURB INSTALLATION, WHICHEVER IS LESS. THE CONTRACTOR MAY ALLOW PEDESTRIAN TRAFFIC

SHALL PROVIDE A SURFACE MEETING ADAAG REQUIREMENTS WITHIN TWO WEEKS (14 CALENDAR DAYS) OF EXISTING

FOR LOCATIONS WHERE EXISTING SIDEWALK WAS REMOVED OR NEW SIDEWALKS ARE PROPOSED, THE CONTRACTOR D.

608.020102, ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS.

RAMPS, INCLUDING THE RESTORATION OF DISTURBED AREAS, SHALL BE INCLUDED IN THE PRICE BID FOR ITEM

ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND REMOVE TEMPORARY SIDEWALK AND CURB C.

ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION.

STAGED BETWEEN INTERSECTING ROADS TO ENSURE SAFE PEDESTRIAN CROSSING AND ACCESSIBILITY. PEDESTRIAN

AND EXISTING OR TEMPORARY SIDEWALK CURB RAMPS. THE USABLE TRAVEL PATH SHALL BE CLEARLY MARKED AND

TRAVEL PATH; EXISTING SIDEWALKS/SHOULDERS; TEMPORARY SIDEWALKS/SHOULDERS; FINAL SIDEWALKS/SHOULDERS;

GUIDELINES (ADAAG). THE CONTRACTOR MAY UTILIZE ANY COMBINATION OF THE FOLLOWING TO PROVIDE THE USABLE

THE CONTINUOUS PASSAGE PROVISIONS OF THE CURRENT AMERICANS WITH DISABILITIES ACT ACCESSIBILITY

THROUGH OR AROUND WORK ZONES FOR THE DURATION OF THIS PROJECT. THE TRAVEL PATH SHALL COMPLY WITH

THE CONTRACTOR SHALL PROVIDE, DELINEATE AND MAINTAIN A USABLE TRAVEL PATH FOR PEDESTRIANS EITHER B.

WALKWAYS SHALL BE CLEARLY MARKED AND HAVE A LOGICAL START AND TERMINUS.

TO THE NON-MOTORIZED PUBLIC. WHERE PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF THE EXISTING FACILITY,

PARKED IN SUCH A MANNER AS TO OBSTRUCT PEDESTRIAN OR BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD

THE DURATION OF THE CONSTRUCTION. MATERIAL, EQUIPMENT OR OTHER SUCH BARRIERS SHALL NOT BE PLACED OR

THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROUGH OR AROUND EACH WORK AREA FOR A.

SETTING: URBANC.

TYPE OF ROADWAY: CONVENTIONAL ROADB.

PRECONSTRUCTION POSTED SPEED LIMIT: 30 MPHA.

STANDARD SHEETS:

THE CONTRACTOR SHALL REFER TO THE FOLLOWING CRITERIA WHILE UTILIZING THE NYSDOT

ASSIGNED TO THE PROJECT (DOT INSPECTOR OR RESIDENCY).

HIGHWAY. THE NOTIFICATION AND COORDINATION WITH THE TMC SHALL BE MADE THRU THE NYSDOT REPRESENTATIVE

THE TRANSPORTATION MANAGEMENT CENTER (TMC) SHALL BE NOTIFIED BEFORE ANY WORK IS STARTED ON A STATE G.

STANDARD SPECIFICATIONS.

ENGINEER. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ITEM 619.01 SECTION 619-3.02(C) OF NYSDOT

INTERSECTING HIGHWAYS, HOMES AND COMMERCIAL ESTABLISHMENTS AT ALL TIMES TO THE SATISFACTION OF THE

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM F.

WORK.

BARRIERS, DELINEATION (CONES, DRUMS, ETC.) FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED

AOBE, SHALL BE COMPLETE. THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS,

PRIOR TO THE START OF ANY WORK OPERATIONS, ALL RELATED WORK FOR PROPOSED WORK ZONE TRAFFIC CONTROL, E.

MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, THE TOWN, AND THE LOCAL POLICE.

OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO NYSDOT, REGIONAL

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

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

TOWN THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.

TRAFFIC CONTROL PLAN. SUCH CONCEPTUAL CHANGES MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE

IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE BASIC CONCEPT OF THE

PLAN FOR REVIEW AND APPROVAL BY THE NYSDOT/TOWN FIVE (5) WORKING DAYS PRIOR TO THE PLANNED

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

THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY, AOBE.

ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED WITHIN A WORK ZONE,

ORDERED BY THE ENGINEER (AOBE), COST TO BE INCLUDED IN THE PRICE BID FOR THE APPROPRIATE ITEMS. IF AT

REFLECT THE MINIMUM REQUIREMENTS. ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS

THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS, THE TRAFFIC CONTROL PLANS, AND IN THE MUTCD B.

NYSDOT STANDARD SHEETS 619 SERIES, AND ANY PROVISIONS CONTAINED IN THESE PLANS.

CONTROL - OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,

WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619 - WORK ZONE TRAFFIC A.

20202019

THERE SHALL BE NO TEMPORARY LANE CLOSURES ON THE FOLLOWING HOLIDAY DATES:A.

CONVENTIONAL HIGHWAY SIZE SIGNING SHALL BE USED ON THIS PROJECT.H.

RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE G.

THERE SHALL BE NO WORK OPERATIONS ALLOWED BEFORE SUNRISE OR AFTER SUNSET.C,

THE WORK HOUR RESTRICTIONS.

EQUIPMENT TO BE RUNNING SHALL BE APPROVED BY THE ENGINEER IF THE MAINTENANCE IS PERFORMED OUTSIDE

EQUIPMENT RUNNING AFTER THE SCHEDULED QUIT TIMES. MAINTENANCE OF EQUIPMENT ON SITE WHICH REQUIRES THE

THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE THE SCHEDULED START TIMES, NOR KEEP THE B.

6:00 AM DEC 31 TO 6:00 JAN 2 (2020)

6:00 AM DEC 21 TO 6:00 AM DEC 26

6:00 AM NOV 27 TO 6:00 AM DEC 2

6:00 AM AUG 30 TO 6:00 AM SEPT 3

6:00 AM DEC 31 TO 6:00 AM JAN 4 (2021)

6:00 AM DEC 24 TO 6:00 AM DEC 28

6:00 AM NOV 25 TO 6:00 AM NOV 30

6:00 AM SEPT 4 TO 6:00 AM SEPT 8

6:00 AM JULY 2 TO 6:00 AM JULY 5

6:00 AM MAY 22 TO 6:00 AM MAY 26

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AHEAD

WORK

ROAD

END

ROAD WORK

1

2

W20-1

G20-2

NO. SIGN FACE SIGN

SIGN TEXT DATA TABLE

21

2

BE

GIN SID

EW

AL

K

CO

NST

RUCTIO

N

ST

A.

C 15+26.7

2

(TYP.)

100'

1

100'

(TYP.)

1

2

1

EN

D SID

EW

AL

K

CO

NST

RUCTIO

NST

A.

C 49+89.3

6

GRID

NO

RT

HG

RID

NO

RT

H

2

1

MATC

H LIN

E ST

A.

C 34+00.0

0,

THIS

DW

G

MATC

H LIN

E ST

A.

C 34+00.0

0,

THIS

DW

G

1 2

2

2

1

10

3

N.

HE

ALY

AVE

SOUT

H

WAS

HIN

GT

ON

AVE

NYS

RTE 100A (W.

HARTS

DALE

AVE)

NYS RTE 100A (E.

HARTSDALE

AVE)

NYS RTE 100 (CENTRAL PARK AVE)


3

WZTC-01

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

3 NYR9-11

(SEE SIGN TEXT DATA TABLE)

TEMPORARY CONSTRUCTION SIGN

ADVANCED SIGNING PLAN

wWORK ZONE TRAFFIC CONTROL

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

S

WE

S

E

S

E

S

S

S

S

S

S

S

S

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WE

S

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S

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S

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S

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S

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E

S

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S

S

S

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WE

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C 22+23.2

0 PI

C 30+10.8

3

PC

S

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S

S

S

S

S

SS

S

S

S

S

S

S

S

SS

S

S

S

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S

S

SS

S

S

S

S

S

S

S

SS

S

S

S

S

S

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S

S

SS

S

S

S

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S

SS

S

S

S

S

S

S

S

SS

S

S

S

S

S

S

S

SS

S

S

, STA. LINE & H.C.L.c

(NOT TO SCALE)

WZTC-02

11

VARIES

VARIES (7'-0" TO 23'-7")

AT 10' O.C.

CHANNELIZING DEVICE

TRAVEL LANE

11'-0" (10'-0" MIN.)

PROPOSED WORK ZONE AND SIDEWALK WORK

TRAVEL LANE

11'-0" (10'-0" MIN.)

WZTC TYPICAL SECTION - CENTERAL PARK AVENUE SIDEWALK CONSTRUCTION

STAGING TYPICAL SECTION

WORK ZONE TRAFFIC CONTROL

EXISTING STRIPING

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HVC-01

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HORIZONTAL CONTROL TABLE

TABLE OF HORIZONTAL ALIGNMENT

POINT STATION CURVE DATACOORDINATE

NORTH EAST

POB C. 10+00.00 793783.57 683150.79

PC C. 11+34.91 793900.67 683217.77

AZ 29°45'59.80"

LENGTH =134.91 FT

PI C. 13+11.96 794054.36 683305.67

PT C. 14+88.24 794192.02 683417.01

RADIUS = 2200.00 FT

DELTA =9°12'07.59" RT

LENGTH = 353.34 FT

TANGENT =177.05 FT

PI C. 22+23.20 794763.43 683879.22AZ 38°58'07.39"

LENGTH =734.95 FT

PI C. 22+23.20 794763.43 683879.22

PC C. 30+10.83 795378.03 684371.80

AZ 38°42'41.17"

LENGTH =787.63 FT

PI C. 32+57.56 795570.55 684526.11

PT C. 34+99.91 795703.51 684733.95

RADIUS = 1500.00 FT

DELTA =18°40'53.12" RT

LENGTH = 489.08 FT

TANGENT =246.73 FT

PC C. 35+97.21 795755.94 684815.91

AZ 57°23'34.29"

LENGTH =97.30 FT

PI C. 38+17.34 795874.57 685001.35

PT C. 40+32.64 796051.29 685132.61

RADIUS = 1200.00 FT

DELTA =20°47'25.86" LT

LENGTH = 435.44 FT

TANGENT =220.14 FT

POE C. 54+83.69 797216.18 685997.81

AZ 36°36'08.44"

LENGTH =1451.04 FT

TABLE OF HORIZONTAL ALIGNMENT

POINT STATION CURVE DATACOORDINATE

NORTH EAST

POB 0+00.00 796650.36 685863.68

PC 1+70.88 796801.24 685783.47

AZ 332°00'22.23"

LENGTH =170.88 FT

PI 1+96.50 796823.87 685771.44

PT 2+21.70 796841.61 685752.95

RADIUS = 160.00 FT

DELTA =18°11'58.42" LT

LENGTH = 50.82 FT

TANGENT =25.63 FT

POE 7+02.51 797174.44 685405.96

AZ 313°48'23.82"

LENGTH =480.81 FT

CENTRAL PARK AVENUE (NYS ROUTE 100) WEST HARTSDALE AVENUE (NYS ROUTE 100A)

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CONTRACT NUMBER

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ON:

ALTERED BY:

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WESTCHESTER

TOWN OF GREENBURGH

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NOT TO SCALE U.S FEET

NYS EAST(NAD83)(2011)

EPOCH 2010.0

MARION AVE.

CURBT-CUT

CURBT-CUT

S CE

NTR

AL

AVE.

CBP-1

SURVEY BASELINE TIE

N: 794295.5480

E: 683458.2107

SIGN POSTT-CUT

CBP-1



EPOCH 2010.0

CBP-2

X-CUT IN SIDEWALK

CONC. S

WK.

HE

ALY

AVE.

SURVEY BASELINE TIE

N: 794649.2066

E: 683733.4468

CURBT-CUT

SIGN POSTT-CUT

UTILITY POLENAIL IN

CBP-2 S CE

NTR

AL

AVE.

SURVEY BASELINE TIE



EPOCH 2010.0

CBP-3

N: 795147.8511

E: 684146.6869

CBP-3

UTILITY POLENAIL IN

FENCE CORNERCHAIN LINK

S CE

NTR

AL

AVE.

SURVEY BASELINE TIE

U.S FEETNOT TO SCALE


EPOCH 2010.0

CBP-4

EART

H

N: 795546.1368

E: 684479.8314

CBP-4

UTILITY POLENAIL IN

CURBT-CUT

CURBT-CUT

S CENTR

AL

AVE.

CAPPED #5 REBAR

SURVEY BASELINE TIE



EPOCH 2010.0

CBP-5

X-CUT IN SIDEWALK

N: 795764.3398

E: 684893.9385

CBP-5UTILITY POLENAIL IN

CURBT-CUT CB

X-CUT

S CEN

TRAL

AVE.

SURVEY BASELINE TIE

U.S FEETNOT TO SCALE


EPOCH 2010.0

CBP-6

X-CUT IN SIDEWALK

N: 796220.8359

E: 685316.9960

CBP-6

CURBT-CUT GRATE

X-CUT ON

S CE

NTR

AL

AVE.

SURVEY BASELINE TIESURVEY BASELINE TIE

NOT TO SCALE U.S FEET U.S FEETNOT TO SCALE

HARTSD

ALE A

VE.

HARTSDALE AVE.


EPOCH 2010.0

CBP-7

X-CUT IN SIDEWALK


EPOCH 2010.0

CBP-8

X-CUT IN SIDEWALK

N: 797041.6985

E: 685576.1708

N: 796934.4996

E: 685717.3383

CBP-8

CBP-7

UTILITY POLENAIL IN

CURBT-CUT

SIGN POSTT-CUT

UTILITY POLENAIL IN

CURBT-CUT

S CENTR

AL

AVE.

SIGNAL POLEX-CUT TRAFFIC

CONC. S

WK.

22.3' 17.2'

11.7'

10.4'21.2'

11.1'

40.0'

19.2'

11.1'

11.1'

84.2'

MHX-CUT

CAPPED #5 REBARCAPPED #5 REBAR

NOT TO SCALE U.S FEETNOT TO SCALE U.S FEET

CPBM 1 CPBM 2

SURVEY BENCHMARK TIE SURVEY BENCHMARK TIE

ON CURBDESCRIPTION: SQUARE CUTVERTICAL DATUM: NAVD88ELEVATION: 233.63'



CPBM 2

SURVEY BENCHMARK TIE


COURT ST.AVE. B/W MLK JR. BLVD &

SOUTHERLY SIDE OF MARTINE

CONC. S

WK.

CONC. S

WK.

CONC. S

WK.

EART

H

CE

NTR

AL P

AR

K

AVE.

MARIO

N A

VE.

CEN

TRAL

PAR

K A

VE.

CE

NTR

AL P

AR

K

AVE.

OF MARION AVE.PARK AVE., SOUTHWESTERLY

NORTHERLY SIDE OF CENTRAL

OF S. WASHINGTON ST.PARK AVE., NORTHEASTERLY

NORTHERLY SIDE OF CENTRAL

44.7'

24.4'

23.4'

TRAFFIC POLE

SIGN POST

TREE31.5'

17.4'

36.8'

BLDG COR.

POSTSIGN

POLETRAFFIC

SWLK EDGE3.8'

13.6'

18.2'

TOP CURB PT

SWLK/CURB

POLEUTILITYNAIL IN

4.7'

9.1'

3.8'

5.8'

5.3'

4.0'

5.9'

6.4' 3.

7'

4.4'

3.5'

7.3'

4.4'

BASELINE TIES BLT-01

LAND SURVEYING. P.C.

KC ENGINEERING AND

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STATION OFFSET SIDE

TOTAL 2

QUANTITY

TO BE ADJUSTED, ITEM 663.33

TABLE OF WATER VALVES

STATION OFFSET SIDE

TOTAL 5

QUANTITY

TO BE ADJUSTED BY OTHERS

TABLE OF GAS VALVES

SIDE

3

QUANTITYSTATION OFFSET (FT)

TOTAL

TYPE

RELOCATED BY OTHERS

TABLE OF UTILITY POLES TO BE

DESCRIPTION

NUMBER OR

REFERENCE

UTILITY

STATION

CENTERLINE

LOCATION BY

TOTAL 1

LEFT (FT) RIGHT (FT)

-

LT 1

ITEM NO. STATION QUANTITY

ITEM

MISCELLANEOUS TABLES MST-01

SIDE

14

W 750088 C 41+93.39 29.42

C 47+02.78

C 45+88.82

42.97

40.84

LT

LT

1

1

C 48+45.86

C 48+34.21

C 48+10.41

C 47+95.36

C 47+31.85

44.00

44.44

43.85

44.72

45.18

LT

LT

LT

LT

LT

1

1

1

1

1

C 25+82.82

C 32+98.45 LT 1

614.060504

614.060304

ITEM 604.0701XX

TABLE OF ALTERING STRUCTURES

(PROPOSED)

CENTERLINE

OFFSET FROM

614.060204 C 41+01.49 LT 1

LT 1

LT 1

LT 1

LT 1

614.060204

614.060204

614.060204

614.060204

C 41+24.30

C 41+46.57

C 41+68.74

C 41+89.76

C 23+57.95

C 33+01.79

C 47+88.42

42.24

37.72

46.51

LT

LT

LT

SEWER

SEWER

SEWER

1

1

1

604.070101

604.070102

604.070101

ITEM 608.020102

TABLE OF DRIVEWAYS

NUMBER

DRIVEWAY LOCATION

MATERIAL

EXISTING

MATERIAL

PROPOSED WIDTH PL

TYPE

ENTRANCEPAVEMENT SECTION

STATION SIDE "W" (FT) (FT)

C1 C 16+77.61 RT ASPHALT ASPHALT 21.6 21.0 TYPE 2 COMMERCIAL

C2 C 18+39.47 LT ASPHALT ASPHALT 23.8 22.3 TYPE 2 COMMERCIAL
















C18 C 47+11.29 LT CONCRETE CONCRETE 32.3 12.6 TYPE 4 COMMERCIAL

C19 C 47+98.43 LT CONCRETE CONCRETE 22.4 12.5 TYPE 4 COMMERCIAL



TABLE OF TREE REMOVALS, ITEM 614.060X04

7TOTAL

TOTAL 1

STATION SIDE QUANTITY

C 28+76.38 LT 1

N.Y.S.D.O.T.(CENTRAL PARK AVE)

NY ROUTE 100

(CENTRAL PARK AVE)

NY ROUTE 100

(CENTRAL PARK AVE)

NY ROUTE 100

(CENTRAL PARK AVE)

NY ROUTE 100

TO STA. C50+50

STA. C 15+00

TO STA. C50+50

STA. C 15+00

SIGNS AND CURBING

SYSTEMS, PAVEMENT MARKINGS,

PAVEMENT, SHOULDERS, DRAINAGE

SIDEWALKS

PAVEMENT AND SHOULDERS

SIDEWALKS

0.67

0.67 TOWN OF GREENBURGH

N.Y.S.D.O.T.

TOWN OF GREENBURGH HIGHWAY LAW SECTION 140

HIGHWAY LAW SECTION 12

HIGHWAY LAW SECTION 140

HIGHWAY LAW SECTION 122.69

N/A

2.69

N/A0.67

0.67

2

1

3

4

TABLE OF MAINTENANCE JURISDICTION

CONTROL OF SNOW AND ICE

HIGHWAY

NUMBER

PARTHIGHWAY LIMITS FEATURES TO BE MAINTAINED

MILES

LANEAGENCY AUTHORITY

TO STA. C 50+50

STA. C 15+00

TO STA. C 50+50

STA. C 15+00

ITEM 614.0411

TABLE OF CARE OF TREES

MILES

c

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CONTRACT NUMBER

DRAWING NO.

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ON:

ALTERED BY:

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WESTCHESTER

TOWN OF GREENBURGH

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CURB

MATCH ADJACENT

PAVEMENT

TOP OF PROPOSED

6"

2'-0" - SEE PLANS FOR LOCATIONS

(NOT TO SCALE)

CURB TERMINATION DETAIL

ITEM 203.02 (TYP.)

UNCLASSIFIED EXCAVATION

GRADE

EXISTING

EXISTING SUBBASE

(TYP.)

1'-0"

(SEE PLANS)

WIDTH VARIES

(SEE NOTE)ITEM 203.03EMBANKMENT

(NOT TO SCALE)

TYPICAL PAVEMENT REMOVAL

NOTE:

CAPABLE OF SUSTAINING PLANT GROWTH.

THE EMBANKMENT MATERIAL SHALL BE A MINERAL SOIL,

610.1602 (4")

ITEM 610.1402 &

(2 LIFTS)

ITEM 608.020102

4"

8"

(NOT TO SCALE)

TYPICAL COMMERCIAL DRIVEWAY SECTION

MISCELLANEOUS DETAILS

POINT

LOCATION

1'-0"

1'-0"

1'-0"

NOTES:

WIDTH LENGTH

SHELTER PAD TABLE

WWF REINFORCEMENT INCLUDED IN BID PRICE OF SIDEWALK ITEM 608.0101.1.

2.

(NOT TO SCALE)

TRAFFIC

ITEM 608.0101

6" - CONCRETE SHELTER PAD, POINT

LOCATION

SHELTER

FUTURE

5'x15' 16'6'

SEE GENERAL PLANS FOR SPECIFIC SHELTER PAD LOCATIONS.

PROPOSED SHELTER

CONCRETE SHELTER PAD DETAIL

CARE OF TREE DETAIL

AREA (OVER SIDEWALK)

8'-0" OVERHEAD CLEAR

SIDEWALK

MAINTENANCE STRIP

CUT HERE

WITHOUT DISTURBING THE CALLOUS COLLAR.

TO THE TRUNK OR BRANCH AS POSSIBLE

THE OVERHEAD CLEAR AREA. PRUNE AS CLOSE

OR THE NEXT LARGEST BRANCH OUTSIDE OF

PRUNE BRANCHES AT THE TRUNK OF THE TREE

A.O.B.E.

RETAIN AN AESTHETIC BALANCE IN TREE BRANCHING,

DISTANCE, CLEAR VIEW OF SIGNS AND SIGNALS, OR

INDICATED IN ORDER TO OBTAIN ADEQUATE SIGHT

ADDITIONAL PRUNING MAY BE DONE BEYOND THE LIMITS

ACCORDING TO ACCEPTABLE HORTICULTURAL PRACTICES.

OF TREES PRUNING. ALL WORK SHALL BE DONE

201 AND CONFORM TO ITEM 614-3.01 SECTION B - CARE

PRUNING SHALL BE DONE IN ACCORDANCE WITH SECTION 1.

2.

NOTES:

(NOT TO SCALE)

4"- ITEM 608.0101

(SEE TYPICAL SECTIONS)

PAVEMENT COURSES

(NOT TO SCALE)

3'-

0"

VARIES

3" MULCH

ITEM 610.1101

4"

TREE PIT)

(LENGTH AND WIDTH OF

STRUCTURAL SOIL MIX

ITEM 610.14000011

FOR TREE TYPE AND ITEM

SEE GENERAL PLANS

INSTALLATION DETAIL)

(SEE DWG. TYP-01 FOR

PROPOSED CURB

(4'-0" TO 6'-0") SIDEWALK

18"

5'-0"

TREE PIT (PROPOSED TREE)

ITEM 614.0411

(TYP.)

1'-0"

ITEM 304.11000008

6" - ITEM 304.11000008

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ON:

ALTERED BY:

K.

DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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GRID

NO

RT

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MA

TC

H

LIN

E

ST

A.

C 20

+50.0

0,

SE

E

DW

G.

GN

P-02

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

NOTES:

TM 8.290-225-2

S & J SERVICE CENTER INC

LANDS N/F OF

TM 8.290-226-1

HARTSDALE DEVELOPMENT LLC

LANDS N/F OF

TM 8.290-224-3

MARION COURT CONDO COMMON

LANDS N/F OF

TM 8.350-254-1..SE

SCARSDALE FAIRWAY LLC

LANDS N/F OF

STATION SIDE ITEM # ITEM # DESCRIPTION

* SIDE = SIDE OF ROAD IN DIRECTION OF STATIONING

LT 647.31

SIGN REMOVAL TABLE

C 15+86 - RELOCATE EXISTING STREET SIGN ASSEMBLY AND POST

(SEE DETAIL, DWG. MSD-01)

PAVEMENT REMOVAL AREA

ITEM 203.02

16

TM 8.290-225-1

VENTRESCA BROS CONSTRUCTION

LANDS N/F OF

REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.3.

WESTCHESTER COUNTY BUS STOP SIGNS SHALL BE FABRICATED AND INSTALLED BY OTHERS.2.

SEE DWG. MSD-01 FOR BUS SHELTER DETAILS, LAYOUT AND ITEMS.1.

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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C 15+00 C 16+00 C 17+00 C 18+00 C 19+00 C 20+00

C 14+88.2

4

PT

S

S

S

S S

S

S

S S

S

EARTH

S

S S

S

S

S S

S

S

S

S

S S

S

S

S S

S

S

S S

S

S

S S

S

SUMP=213.63

RIM ELE

V=230.23

SUMP=214.48

RIM ELE

V=231.83

EARTH

CONC. SWK.EARTH

EARTH CONC. SWK.EARTH

CONC. SWK.

CONC. SWK.

EARTH EARTH

SUMP=226.38

RIM ELE

V=232.58

SUMP=216.88

RIM ELE

V=232.13

MARIO

N

AVE


CONCRETE SIDEWALK (TYP.)

ITEM 608.0101

TO BE REMOVED (BY OTHERS)

EXISTING BUS SHELTER

BE

GIN SID

EW

AL

K

CO

NST

RUCTIO

N

ST

A.

C 15+26.7

2

CONCRETE CURB (TYP.)

ITEM 609.0401

(SEE NOTE 1)

PROPOSED BUS SHELTER


REMOVE EXISTING SIDEWALK

C2 C3 C4

C1

(SEE DWG. TSP-01)

POLE IMPROVEMENTS (TYP.)

PROPOSED PEDESTRIAN

1-1

DR

TO

FR

OM

18" STOP BAR

ITEM 685.11

REMOVE STOP BAR

ITEM 635.0103

CURB RAMP, TYPE 5 (MOD.)

CURB RAMP, TYPE 2

CURB RAMP, TYPE 2

CURB RAMP, TYPE 1

DROP CURB (TYP.)

CURB RAMP, TYPE 1

WARNING UNIT (TYP.)

EMBEDDED DETECTABLE

ITEM 608.21

(SEE NOTE 3)

SIGN WITH POST

RELOCATE EXISTING

ITEM 647.31

BUS STOP SIGN (SEE NOTE 2)

WESTCHESTER COUNTY

ITEM 645.81

4.5'

5.0'

3.4' 7.6'

27.0'

8.2'

5.0' 11.0'

TYPE LS CROSSWALK (TYP.)

ITEM 685.11

S

S

S

S

S

S

EARTH

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

RIM ELE

V=205.40

RIM ELE

V=216.17

EARTH

GRASS

ASPH. PARKING

GRASS

GRASS

SUMP=197.05

RIM ELE

V=212.35

SUMP=210.83

RIM ELE

V=222.83

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SHEET NO. REGION:

ON:

ALTERED BY:

K.

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TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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C 21+00 C 22+00 C 23+00 C 24+00 C 25+00 C 26+00

C 22+23.2

0 PI

0 20 40 60 80'20

1" = 40'

GRID

NO

RT

H

GNP-02GENERAL PLAN

MA

TC

H

LIN

E

ST

A.

C 20

+50.0

0,

SE

E

DW

G.

GN

P-01

MAT

CH LIN

E ST

A.

C 26+50.0

0,

SEE

DW

G.

GNP-03

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

PLANTING LIST

KEY QTY. BOTANICAL NAME COMMON NAME ITEM NO. SIZE COND. REMARKS

XX

X = NUMBER OF PLANTS

= PLANT KEY

UA 4 B&B

STATION SIDE DESCRIPTION* ITEM ITEM

C 21+06 LT

SIGN REMOVAL/RELOCATION TABLE

647.41-

LS 4 B&B

ULMUS AMERICANA

LIGUIDAMBAR STYRACIFLUA

'PRINCETON' ELM

'ROTUNDILOBA' AMERICAN SWEETGUM

611.0151

611.0151

2" CAL

2" CAL

-

-

TM 8.290-220-14

RANAD CORPORATION

LANDS N/F OF

REMOVE AND STORE EXISTING BUS STOP SIGN PANEL

C 20+87 LT 647.31 -

C 23+66 LT 647.31 -

RELOCATE EXISTING "ONE WAY" SIGN POST



ITEM 203.02

17

NOTES:


RESET EXISTING "SPEED LIMIT 30" SIGN POST

N.

HE

ALY

AVE



ITEM 608.0101

WARNING UNIT (TYP.)

EMBEDDED DETECTABLE

ITEM 608.21

CONCRETE MAINTENACE STRIP

EXPOSED AGGREGATE

ITEM 601.01110001

1:6

REMOVE AND STORE SIGN

ITEM 647.41

REMOVE AND STORE BENCH

REMOVE CONCRETE PAD

ITEM 203.02

TO

FR

OM

1

UA1

LS1

UA

1

11

LS

1

LS

IN MAINTENANCE STRIP

RESET SIGN

ITEM 645.81

UA

UA2-1

DR

2-2

DR

2-3

DR

2-4

DR

CURB RAMP, TYPE 1

1

LS

2-5

DR

2-6

DR

SAWCUT PAVEMENT

ITEM 627.50140008

TEST PIT (TYP.)

ITEM 206.05

(SEE NOTE 1)

SIGN WITH POST

RELOCATE EXISTING

ITEM 647.31

ALTER EXISTING MANHOLE

ITEM 604.070101


ITEM 609.0401

REMOVE EXISTING TREE

ITEM 614.060504

27.0'

6.0' 5.0'

TYPE LS CROSSWALK

ITEM 685.11

0 20 40 60 80'20

1" = 40'

GRID

NO

RT

H

GENERAL PLAN GNP-03

MAT

CH LIN

E ST

A.

C 26+50.0

0,

SEE

DW

G.

GNP-02

MAT

CH LIN

E ST

A.

C 32+50.0

0,

SEE

DW

G.

GNP-04

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

XX


= PLANT KEY


C 27+30 647.31 -LT


TM 8.290-220-14

RANAD CORPORATION

LANDS N/F OF

TM 8.290-220-15

CENTRAL 183 LLC

LANDS N/F OF

TM 8.300-227-1

V & V STORES INC

LANDS N/F OF

SIGN PANEL ASSEMBLY I

RELOCATE "NO STOPPING BUS STOP" AND WESTCHESTER COUNTY BUS STOP SIGN PANEL,

NOTES:

1. REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.



ITEM 203.02

18

R

emax FT./FT.DN RT

L

T

=

=

=

=

=

Dc

=

CURVE #1

= STA.

= STA.

PC

C 30+10.83

C 34+99.91

1500.00'

489.08'

246.73'

PT

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

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KROY

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MS

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P

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C 27+00 C 28+00 C 29+00 C 30+00C 31+00

C 32+00C 30+10.8

3

PC

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

RIM ELE

V=199.40

RIM ELE

V=200.63

RIM ELE

V=197.43

ASPH. PARKING

ASPH. PARKING

EARTH

SUMP=186.33

RIM ELE

V=196.13

EARTHEARTHEARTH

ASPH. PARKING

ASPH. PARKING

GRASS

ASPH. PARKING

SUMP=194.03

RIM ELE

V=204.43

SUMP=193.61

RIM ELE

V=203.01

RIM ELE

V=191.78


(BY OTHERS)

TO BE RELOCATED

EXISTING GUY WIRE

(BY OTHERS)

TO BE RELOCATED

EXISTING GUY WIRE

FR

OMT0


ITEM 609.0401FR

OM

TO

REMOVE AND STORE BENCH

ITEM 203.02

VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 663.33

CARE OF TREE

ITEM 614.0411

SHRUBS (TYP.)

REMOVE

ITEM 203.02

1:6 1:6 1:4

C7C6C5C8

SAWCUT PAVEMENT

ITEM 627.50140008

(SEE NOTE 1)

SIGN WITH POST

RELOCATE EXISTING

ITEM 647.31

EXISTING HYDRANT

RELOCATE

ITEM 663.31

DROP CURB (TYP.)

STRIP

CONCRETE MAINTENENCE

EXPOSED AGGREGATE

ITEM 601.01110000


ITEM 608.0101

CURVE #1

6.5' 4.5'

27.0'

7.7'

4.7'

0 20 40 60 80'20

1" = 40'

GENERAL PLAN GNP-04

GRIDN

ORT

H

MAT

CH LIN

E ST

A.

C 32+50.0

0,

SEE

DW

G.

GNP-03

MAT

CH LIN

E ST

A.

C 38+50.0

0,

SEE

DW

G.

GNP-05

NOTES:

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

XX


= PLANT KEY


C 32+54 647.31 -LT


C 33+43 LT -

C 34+46 LT 647.31 -

C 34+77 LT 647.31 -

C 35+75 LT 647.31 -

-

TM 8.250-194-1

CAPITAL DISTRIBUTORS CORP

LANDS N/F OF


SEE DWG. MSD-01 FOR BUS SHELTER DETAILS, LAYOUT AND ITEMS.2.

CONTRACTOR TO BE AWARE OF IRRIGATION ALONG FRONTAGE OF PROPERTY.1.

LARGE BUILDING SIGN PANEL TO BE RELOCATED BY OTHERS

RELOCATE "ONE WAY" SIGN PANEL, SIGN PANEL ASSEMBLY I


RELOCATE "BUS STOP" SIGN PANEL, SIGN PANEL ASSEMBLY I

RELOCATE "S WASHINGTON AVE" SIGN PANEL, SIGN PANEL ASSEMBLY I



ITEM 203.02

19

TM 8.300-227-3

141 CENTRAL AVENUE ASSOCIATION

LANDS N/F OF

8

9

R

emax FT./FT.DN RT

L

T

=

=

=

=

=

Dc

=

CURVE #2

= STA.

= STA.

PC

C 35+97.21

C 40+32.64

1200.00'

435.44'

220.14'

PT

R

emax FT./FT.DN RT

L

T

=

=

=

=

=

Dc

=

CURVE #1

= STA.

= STA.

PC

C 30+10.83

C 34+99.91

1500.00'

489.08'

246.73'

PT

C 33+00

C 34+00 C 35+00C 36+00 C 37+00

C 38+00

C 34+99.9

1

PT

C 35+97.2

1

PC

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

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RO

UX

C.

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RO

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SOUTH

WASHIN

GTON

AVE


DRAINAGE STRUCTURE

ALTER EXISTING

ITEM 604.070101 SEE NOTE 1

(BY OTHERS)

TO BE RELOCATED

EXISTING GUY WIRE

T0

FR

OM


ITEM 609.0401

TO

FR

OM T

O

FR

OM

EXISTING SIGN

RELOCATE

ITEM 647.31

EXISTING SIGN

RELOCATE

ITEM 647.31

TO

FR

OM

(SEE NOTE 3)

WITH POST

RELOCATE EXISTING SIGN

ITEM 647.31

WITH POST (SEE NOTE 3)

RELOCATE BUS STOP SIGN

ITEM 647.31

(BY OTHERS)

RELOCATED

SIGN TO BE

EXISTING

TO

FR

OM

1:6

C9

C10

C11

TO REMAIN

EXISTING SIDEWALK

(BY OTHERS)

TO BE RELOCATED

EXISTING GUY WIRE

SIDEWALK (TYP.)

CONCRETE

ITEM 608.0101

NOTE 2)

SHELTER (SEE

PROPOSED BUS

REMOVE EXISTING TREE

ITEM 614.060304CURB RAMP, TYPE 1

TYPE 3

CURB RAMP,

WARNING UNIT (TYP.)

DETECTABLE

EMBEDDED

ITEM 608.21

CURVE #2CURVE #1

SAWCUT PAVEMENT

ITEM 627.50140008

CROSSWALK

TYPE LS

ITEM 685.11

7.9'

5.0'

15.0'

4.6'S SS S

CONC. SWK.

EARTH

S SS S

ASPH. PARKING

ASPH. PARKING

S SS SS SS S

EARTH

SUMP 185.25

RIM ELEV=192.65

RIM ELEV=190.57

RIM ELEV=190.18

SUMP=181.02

RIM ELEV=189.47

EARTH

SUMP=180.42

RIM ELEV=188.77

RIM ELEV=186.62

RIM ELEV=185.53

CONC. SWK.

EARTH

CONC. SWK.

E

S

S

SS

E

S

S

SS

E

S

S

S

EARTH

S

E

S

S

SS

E

S

S

S

ASPH. PARKING

E

S

S

SS

E

S

S

SS

E

S

S

SS

E

S

S

SS

E

S

S

S

ASPH. PARKING RIM ELE

V=178.80

SUM

P=170.40

RIM ELE

V=179.20

ASPH. PARKING

EARTH

SUM

P 173.21

RIM ELE

V=178.21 ASPH. PARKING

FILLE

D

W/ DEBRIS

RIM ELE

V=182.39

EARTH

CONC. SWK.

SUM

P=170.86

RIM ELE

V=179.86

SUM

P=177.57

RIM ELE

V=184.57

SUM

P 178.44

12"H

DPE(N)=178.54

RIM ELE

V=180.54

SUM

P 177.3

7

24"

HDPE(S

W)=177.3

7

24"

HPDE(N

E)=177.3

7

RIM ELE

V=180.47

OPENIN

G TOW

ARDS SE AT SUM

P

SUM

P 172.89

INV(N

W)=172.89

RIM ELE

V=179.09

SUM

P 175.67

12"(S

W)=177.2

7

12"(S)=177.47

12"(N

E)=175.77

12"(N

W)=177.17

RIM ELE

V=180.67

SUM

P 179.60

6" PVC

(SW)=181.00

12"

HDPE (N

E)=179.70

RIM ELE

V=182.50

SUM

P 180.41

12"

RCP (N

W)=180.91

RIM ELE

V=185.71

OPENIN

G TOW

ARD SE AT BOT

TOM

SUM

P 173.06

RIM ELE

V=176.56

48" CM

PAP

PROX.

C 39+00

C 40+00C 41+00

C 42+00C 43+00

C 44+00

C 40+32.6

4

PT

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

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.

EEXC RSL IO

KROY

WNEFOETAT

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MS

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LANOISSEFRO

P

DE

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ON: 8/12/2019

0 20 40 60 80'20

1" = 40'

GENERAL PLAN GNP-05

GRID

NO

RT

H

MATC

H LIN

E ST

A.

C 38+50.0

0,

SEE

DW

G.

GNP-04

MAT

CH LIN

E ST

A.

C 44+00.0

0,

SEE

DW

G.

GNP-06

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

XX


= PLANT KEY

COMMON NAME ITEM NO. SIZE COND. REMARKS

TC 3 B&B

PLANTING LIST

KEY QTY. BOTANICAL NAME


C 40+91 LT


647.31 -

C 41+02 LT 647.41-

C 41+24 LT

C 41+47

LT

LT - 647.41

C 41+66

C 41+99 LT 647.31

- 647.41

-

- 647.41

TILIA CORDATA 'GREENPIRE' LITTLELEAF LINDEN 611.0151 2" CAL -

TM 8.250-194-3

ABDOL FAGHIHI LLC

LANDS N/F OF

TM 8.250-194-5

LEISURE UNLIMITED INC

LANDS N/F OF

TM 8.250-194-6

45 HARTSDALE LLC

LANDS N/F OF

NOTES:

1. REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.

RELOCATE "DO NOT ENTER" SIGN PANEL, SIGN PANEL ASSEMBLY I

REMOVE AND STORE EXISTING PARKING SIGN PANEL







ITEM 203.02

20

R

emax FT./FT.DN RT

L

T

=

=

=

=

=

Dc

=

CURVE #2

= STA.

= STA.

PC

C 35+97.21

C 40+32.64

1200.00'

435.44'

220.14'

PT



ITEM 608.0101


ITEM 609.0401

FR

OM

TO

FR

OM

TOFR

OM

TO

TO

SIGN (TYP.)

RELOCATE EXISTING

ITEM 647.31

TC

TO REMAIN

EXISTING SIDEWALK

REMOVE SHRUBS

ITEM 203.02

1:6

5-1

DR

C12

C13

3

(SEE NOTE 1)

SIGN WITH POST (TYP.)

RELOCATE EXISTING

ITEM 647.31

HYDRANT

RELOCATE EXISTING

ITEM 663.31

OTHERS)

TO BE RELOCATED (BY

EXISTING UTILITY POLE

FR

OM

TEST PIT

ITEM 206.05

5-2

DR

DROP CURB (TYP.)

CURVE #2

CONCRETE MAINTENCE STRIP

EXPOSED AGGREGATE

ITEM 601.0111001

TREES (TYP.)

REMOVE EXISTING

ITEM 614.060204

15.0'

4.0' 2.0'

15.0'

0 20 40 60 80'20

1" = 40'

GENERAL PLAN GNP-06

MAT

CH LIN

E ST

A.

C 44+00.0

0,

SEE

DW

G.

GNP-06

GRID

NO

RT

H

MAT

CH LIN

E ST

A.

C 48+75.0

0,

SEE

DW

G.

GNP-07

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

XX


= PLANT KEY

NOTES:

WESTCHESTER COUNTY BUS STOP SIGNS SHALL BE FABRICATED AND INSTALLED BY OTHERS.1.

ITEM NO. SIZE COND. REMARKS

B&B611.0161 -

COMMON NAME

UD 1

PLANTING LIST


ULMUS DAVIDIANA VAR. JAPONICA 'ACCOLADE' ELM 2.5" CAL

TM 8.250-194-645 HARTSDALE LLC

LANDS N/F OF

TM 8.250-194-7EIGHT ESTATE REALTY LLC

LANDS N/F OF

TM 8.250-194-8

DISTRICTHARTSDALE FIRE LANDS N/F OF

TM 8.250-194-9CHASE MANHATTAN BANK

LANDS N/F OF



ITEM 203.02

21

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

TE

AT

OR

D.

BO

RJ

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HA

UF

FE

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AD

AM

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.

EEXC RSL IO

KROY

WNEFOETAT

S

D

ONALDD ADA

MS

0

719 36

RE

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LANOISSEFRO

P

DE

SN

ECI

L

ON: 8/12/2019

C 44+00 C 45+00 C 46+00 C 47+00 C 48+00

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

S

S

W

S

S

E

SUM

P=168.78

RIM ELE

V=176.38

ASPH. PARKING

SUM

P=169.93

RIM ELE

V=178.38

SUM

P 173.12

RIM ELE

V=176.22

RIM ELE

V=176.42

RIM ELE

V=178.66

RIM ELE

V=177.21

ASPH. PARKING

FOUNT

AIN

EARTH

ASPH. PARKING

ASPH. PARKING

ASPH. PARKING

CONC. SWK.SP

175.82RIM ELE

V=

COULD NOT OP

EN

RIM ELE

V=178.94

FILLE

D

W/ DEBRIS

RIM ELE

V=181.80

SUM

P 174.3

2

12" (S

W)=174.42

RIM ELE

V=176.87SUM

P 173.12

RIM ELE

V=176.22

OPENS TO

NW AT SUM

P LE

VEL

SUM

P 174.98

RIM ELE

V=179.28

SUM

P=174.74

RIM ELE

V=180.74

OPENING

TOW

ARD SE AT BOT

TOM

SUM

P 173.06

RIM ELE

V=176.56

48" CM

PAP

PROX.


VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 663.33

SEWER MANHOLE

ALTER EXISTING

ITEM 604.070101

TO BE REMOVEDTWO PARKING SPACES

VALVE BOX ELEVATION

ADJUST EXISTING

ITEM 663.33 NOTE 1)

BUS STOP SIGN (SEE

WESTCHESTER COUNTY

ITEM 645.81

1

1:6

6-2

DR

C14

C15

C16 C17 C18 C19 C20


ITEM 609.0401

UD


ITEM 608.0101

TEST PIT

ITEM 206.05

6-1

DR

6-4

DR

6-5

DR6-6

DR

6-1

R

6-3

DR

DROP CURB (TYP.)6-2

R

TEST PIT

ITEM 206.05

METERS

REMOVE AND STORE PARKING

ITEM 634.06030007

CONCRETE MAINTENCE STRIPEXPOSED AGGREGATEITEM 601.0111001

(BY OTHERS)

TO BE ADJUSTED

GAS VALVE

(BY OTHERS)

TO BE ADJUSTED

GAS VALVES (2)

(BY OTHERS)

TO BE ADJUSTED

GAS VALVES (2)

2.0' 4.0'5.0' 5.0' 2.9'

15.0'15.0'

4.0'

GAS VENT TO REMAIN

0 20 40 60 80'20

1" = 40'

GENERAL PLAN

GRID

NO

RT

H

MAT

CH LIN

E ST

A.

C 48+75.0

0,

SEE

DW

G.

GNP-06

GNP-07

LEGEND

XX

DR

STRUCTURE

STORM DRAINAGE

PROPOSED

XX

R

REMOVALS

STORM DRAINAGE

EXISTING

XX

R

ABANDONEMENT

STORM DRAINAGE

EXISTING

STORM SEWER PIPE

PROPOSED

XX


= PLANT KEY

COMMON NAME ITEM NO. SIZE COND. REMARKS

BN 1 B&B

PLANTING LIST


611.0161 -BETULANIGRA SINGLE STEM RIVER BIRCH 2.5" CAL

TM 8.250-194-10HARTSDALE ONE REALTY LLC

LANDS N/F OF

TM 8.250-195-5CHEN CORPORATION

LANDS N/F OF

TM 8.250-190-20TAYLOR AVENUE PROPERTIES

LANDS N/F OF

TM 8.250-184-21-15 NORTH CENTRAL AVENUE

LANDS N/F OF

(BY OTHERS)

TO BE RELOCATED

EXISTING GUY WIRE

PARKING METERS

REMOVE AND STORE

ITEM 634.06030007

(SEE DETAIL, DW. MSD-01)

CONCRETE REMOVAL AREA

ITEM 203.02

22

R

emax FT./FT.DN RT

L

T

=

=

=

=

=

Dc

=

CURVE #3

= STA.

= STA.

PC

WH 1+70.88

WH 2+21.70

18°11'58.42"

160.00'

35°48'35.50"

50.83'

25.63'

PT

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=




CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

TE

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OR

D.

BO

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.

EEXC RSL IO

KROY

WNEFOETAT

S

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ONALDD ADA

MS

0

719 36

RE

ENI

GN

E

LANOISSEFRO

P

DE

SN

ECI

L

ON: 8/12/2019

C 49+00 C 50+00 C 51+00 C 52+00 C 53+00

WH 1+00

WH 2+00

WH 3+00

WH 4+00

WH 1+7

0.88

PC

WH 2+21.70

PT

E

S

E

S

E

S

CONC. SWK.

E

S

E

S

E

S

E

S

E

S

E

S

E

S

E

SUM

P 183.98

RIM ELE

V=186.98

SUM

P 181.89

RIM ELE

V=187.49

ASPH. PARKING

SUM

P 180.03

RIM ELE

V=184.33

CNORIM ELE

V=184.67

FILLE

D

W/ DEBRIS

RIM ELE

V=184.57

SUM

P 184.23

RIM ELE

V=186.73

CONC. SWK.CONC. SWK.ASPH. SWK.

ASPH. PARKING

SUM

P 182.77

24" CM

P (S

W)=182.77

18"(NE)=182.87

RIM ELE

V=186.87

NYS

RTE 100A (W

EST

HARTS

DALE

AVE)

NYS RTE 100A (E

AST HARTSDALE AVE)

EN

D SID

EW

AL

K

CO

NST

RUCTIO

N

ST

A.

C 49+89.3

6



ITEM 609.0401

TO BE REMOVED

ONE PARKING SPACE

50'

BY NYSDOT (PIN 8812.04, SUMMER 2020)

SIGNAL AND RAMP WORK PROPOSED1

BN

C21

SIDEWALK (TYP.)

CONCRETE

ITEM 608.0101

GAS VENT TO REMAIN

DROP CURB (TYP.)

CUR

VE #3

CONCRETE MAINTENCE STRIPEXPOSED AGGREGATEITEM 601.0111001

6.0' 5.0'

18.0'

5.0'

TURF ESTABLISHMENT NOTES:

GENERAL LANDSCAPE ARCHITECTURE PLAN NOTES:

LAN-01

PLANTING PLAN NOTES:

LANDSCAPE DEVELOPMENT NOTES

ALL TREES SHALL BE PLANTED BETWEEN MARCH 15TH TO MAY 15TH OR SEPTEMBER 15TH TO NOVEMBER 30TH.H.

ALL TREES LOCATED NEXT TO SIDEWALK SHALL BE STREET TREE QUALITY.G.

UNDER ITEM 611.18.

CONTRACTOR SHALL REMOVE AT CONSTRUCTION END THE PORTABLE DRIP IRRIGATION SYSTEM, COST FOR REMOVAL SHALL BE PAID FOR

CONTRACTOR SHALL PROVIDE PORTABLE DRIP IRRIGATION SYSTEM FOR ALL TREES GREATER THAN 5' HEIGHT AND/OR 2" CALIPER. F.

FERTILIZER TO COME IN CONTACT WITH PLANT TRUNKS, STEMS OR LEAVES.

PROVIDE FERTILIZER AT A RATE OF 1 LB PER 100 SF OF PLANTING BED OR PLANT PIT AREA. USE TYPE A OR B. DO NOT ALLOW E.

THE NYS STANDARD SHEET 611-01.

NO STAKES SHALL BE PLACED ON ANY TREES. REFER TO "PLANTING NEXT TO PAVEMENT OR CURB" DETAIL SHOWN ON SHEET 1 OF D.

EDGE OF PLANTING BEDS. DO NOT ALLOW MULCH TO CONTACT THE TRUNK OR STEM OF SHRUBS.

713-05 MULCH FOR PLANTING: MULCH FOR PLANTING SHALL BE 3" DEPTH, TYPE A OR B. MULCH LIMITS SHALL EXTEND TO OUTSIDE C.

FOR ALL TREES AND SHRUBS INSTALLED BY THIS PROJECT.

611.19010024 POST PLANTING CARE WITH REPLACEMENT: THE CONTRACTOR SHALL PROVIDE POST-PLANTING CARE WITH REPLACEMENT B.

HOURS PRIOR TO INSTALLATION.

611-3.01 - LOCATION FOR PLANTS AND OUTLINES OF AREAS SHALL BE STAKED IN FIELD AND APPROVED BY THE ENGINEER MIN. 24 A.

FOR SECTION 611 WORK1.

23

SHALL BE PAID FOR UNDER ITEM 611.18.

IRRIGATION SYSTEM, CONTRACTOR SHALL REMOVE AT CONSTRUCTION END, COST FOR REMOVAL

OR PLANT SAUCER AREA PER WATERING. FOR TREES, USE ITEM 611.17 PORTABLE DRIP

TREES AND PLANT PITS. PROVIDE A MINIMUM 1" DEPTH OF WATER OVER THE PLANTING BED

TREES AND SHRUBS SHALL BE WATERED AS SPECIFIED IN 610-3.10 WATERING VEGETATION B, B.

INCH.

CONTRACTOR SHALL WATER ALL TURF AND WILDFLOWERS ONCE A WEEK TO A DEPTH OF 1

IN THE ABSENCE OF 1 INCH OF RAINFALL WITHIN 5 CONSECUTIVE CALENDAR DAYS, THE A.

FOR 610.19 WATERING VEGETATION WORK:3.

MOW AS SPECIFIED IN 610-3.12 MOWING.C.

RESULTS. COST FOR SOIL TEST SHALL BE INCLUDED UNDER ITEM 610.0501.

FERTILIZE WITH 713-03 TYPE A OR C AT A RATE AS DIRECTED BY THE SOIL TESTING B.

THE SEED MIX SHALL MEET THE REQUIREMENTS OF 713-04 TYPE C - LAWN SEED MIX.A.

FOR 610.1602 TURF ESTABLISHMENT2.

THE TOPSOIL SHALL MEET THE REQUIREMENTS OF 713-01 B 1 TOPSOIL - ROADSIDE.A.

FOR SECTION 610.1402 TOPSOIL - ROADSIDE1.

PAVEMENT.

FORM OR EQUIVALENT. DO NOT APPLY DIRECTLY TO PLANTS OR ALLOW TO RESIDE ON

FERTILIZER SHALL BE 610.0501 (TYPE A) AND SHALL BE PROVIDED IN AMMONIUM SULFATE 8.

TYPE TOPSOIL (ITEM 610.1402).

PREMIXED IN THE PROPORTION OF 1 PART OF TYPE D COMPOST WITH 5 PARTS OF ROADSIDE

THE PLANTING SOIL SHALL BE AMENDED WITH APPROVED MANUFACTURED TOPSOIL THOROUGHLY 7.

MATERIAL-CRUSHED STONE) SHALL BE LEFT IN THE PLANT PIT AT THE TIME OF PLANTING.

NO CONSTRUCTION DEBRIS OR ROADWAY MATERIAL (ASPHALT AND/OR SUBBASE 6.

CONTRACTOR TO THE ENGINEER FOR APPROVAL.

ALL RECOMMENDED PLANT SUBSTITUTIONS AND CHANGES SHALL BE IN WRITING BY THE 5.

OVER THE LANDSCAPE FABRIC AT A DEPTH OF 4 INCHES.

610.1201) PLACED OVER THE PLANT PIT AND TYPE A OR B SHREDDED BARK MULCH PLACED

ALL PLANTING PITS SHALL HAVE A PERMEABLE WEED CONTROL LANDSCAPE FABRIC (ITEM 4.

BE PLANTED PRIOR TO ORDERING THE PLANT MATERIAL.

THE CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THE ACTUAL QUANTITY OF PLANTS TO 3.

REQUIRED AS DETERMINED BY THE ENGINEER.

PLANTING WILL BE LOCATED AS SHOWN ON THE GENERAL PLANS UNLESS REVISIONS ARE 2.

REFER TO STANDARD SHEET 611-01 LANDSCAPE PLANTING DETAILS.1.

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

TE

AT

OR

D.

BO

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.

EEXC RSL IO

KROY

WNEFOETAT

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ONALDD ADA

MS

0

719 36

RE

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LANOISSEFRO

P

DE

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ON: 8/12/2019

PROPOSED DRAINAGE STRUCTURES

LOCATION

ELEVATION

INVERT

OUT

INDESCRIPTION OF WORK

NO.

DR.

FROM TO (FT)

ELEV.

T.F.

PROP. TYPE.

STR.

CY CY SF LF EA LF LF EA EA EAFRAME TYPE

PROPOSED 203.0

7 -

SE

LE

CT

FIL

L

603.9

836 - 36"

SIC

PP

206.0

201 -

TR

EN

CH/

CU

LV

ER

T

MA

NH

OL

E

TY

PE 48

604.4

048 -

RO

UN

D

PR

EC

AS

T

604.3

01072 -

TY

PE J/

F2

655.0

705 -

CA

ST

F2/

G2

655.1

122 -

WE

LD

ED

FR

AM

E 22

&

CO

VE

R.

655.1

202 -

MA

NH

OL

E

FR

AM

E

MA

NH

OL

E/

ST

RU

CT

UR

E

604.0

70102 -

AL

TE

R

EXIS

TIN

G

INVERT

PIPEFRAME

GENERAL DRAINAGE NOTES:

552.1

7 -

SHIE

LDIN

G

&

SH

ORIN

G

212.40

212.35

212.25

206.00

206.15

206.10

IN:

OUT:

IN:

OUT:

IN:

OUT:

DRAINAGE TABLES DRT-01

MH

MH

MH

F2

F2

0/S 30.02 LT

C 22+54.55

0/S 36.37 LT

C 22+54.55

0/S 30.02 LT

C 24+50.26

0/S 36.00 LT

C 26+02.20

0/S 45.56 LT

C 43+80.50

0/S 30.95 LT

C 43+80.92

0/S 35.83 LT

C 45+53.53

0/S 40.82 LT

C 45+53.45

0/S 39.22 LT

C 44+84.14

2-2

2-4

2-4

2-6

5-2

EXIST

6-2

217.05

210.15

210.77

206.55

205.90

176.65

177.00

177.58

48

48

Q*

J

Q

201.95

201.90

IN:

OUT:

201.80

201.00

IN:

OUT:

173.58

172.37

IN:

OUT:

174.55

174.52

IN:

OUT:

173.32

173.28

IN:

OUT:

INSTALL OFFSET STRUCTURE AND 3 LF OF 15" SICPP PIPE

INSTALL OFFSET STRUCTURE AND 3 LF OF 15" SICPP PIPE

0/S 35.52 LT

C 24+50.26

O/S 23.81 RT

C 16+94.24232.35 22 U

228.35IN:

OUT: 227.20

REMOVAL DRAINAGE STRUCTURES

LOCATION DESCRIPTION OF WORK

NO.

R.

EXISTING PIPE INVERT

203.0

2 -

UN

CL

AS

SIFIE

D

EX

CA

VA

TIO

N

206.0

201 -

TR

EN

CH

&

CU

LV

ER

T

TOTALS

INLET OUTLET

6-1O/S 38.95 LT

C 44+80.2510 7

6-2 3 31173.08 172.31O/S 37.80 LT

C 44+36.24

EXISTS:

W:E:

NE: 228.35

2301

190

205

199

113

231

234

244

227

242

227

189

216.40 MH/F2 Q*S:

W:E:

NW: 212.40

W:E:

NE: 212.25

S:

W:E:

NW: 206.15

W:

NE: 205.90

S:

W:E:

NW: 201.90

S:

W:E:

E:

NE: 172.46

S:

W:E:

NW: 174.55

S:

W:E:

S:

W:E:

48SE: 212.35

AND CONNECT TO EXISTING STRUCTURE

INSTALL STRUCTURE, 92 LF OF 15" SICPP PIPE,

2-5

EXIST

MH/F2

MH/F2

Q*

SE:

SW:

206.10

206.00 205.90

202.05

IN:

OUT:

0/S 30.02 LT

C 26+02.20

N:

201.95 202.05SE: SW:

SE: 201.80


INSTALL OFFSET STRUCTURE, 58 LF OF 15" SICPP PIPE,

INSTALL STRUCTURE AND 3 LF OF 15" SICPP PIPE

6-6

6-5

6-4

6-3

6-2

6-1

5-2

5-1

2-6

2-5

2-4

2-3

2-2

2-1

1-1

TOTALS

N:INSTALL 13 LF OF 36" SICPP PIPE

NW: 172.37

SE: 172.30INSTALL STRUCTURE AND CONNECT EXISTING 36" PIPE

EXIST



N:

AND INSTALL NEW MANHOLE FRAME AND COVER

REMOVE EXISTING FRAME AND GRATE, ADJUST STRUCTURE

6-5 176.23 22 US:

W:E:

NW: 173.10

173.08

173.10

OUT:

IN:INSTALL STRUCTURE AND 3 LF OF 12" SICPP PIPE

5-2 176.78 MH 48S:NE: 173.10

172.46

172.98

OUT:

IN:

179.50 F2 QS:

W:E:

NW: 175.50

175.40

175.50

OUT:

IN:

0/S 32.77 LT

C 44+55.36

0/S 38.38 LT

C 44+55.02

0/S 36.95 LT

C 47+43.44

EXISTN:

SE: SW:173.08 172.98INSTALL STRUCTURE AND 70 LF OF 15" SICPP PIPE

EXISTAND CONNECT TO EXISTING 48" CMP PIPE


AND OFFSET TOP SECTION WITH TYPE F2 FRAME AND GRATE, SEE DETAIL, DWG. DRD-02.

* DRAINAGE STRUCTURES 2-1, 2-3, 2-6 TO BE OFFSET STRUCTURES WITH A TYPE Q BASE SECTION

AND GRATE REVEAL DETAIL ON DWG. DRD-02.

PAVED ROADWAY SHALL HAVE A 1ƒ" REVEAL AS SHOWN ON FRAME

ALL TYPE 11, 16, AND 22 FRAME AND GRATES INSTALLED IN 11.

OTHERWISE NOTED IN THE DRAINAGE TABLES.

ALL DRAINAGE STRUCTURES SHALL HAVE 1 FOOT SUMPS UNLESS 10.

SHALL BE SUBGRADE AS DETERMINED BY THE ENGINEER.

ROADWAY RECONSTRUCTION, THE TOP EXCAVATION PAYMENT LINE

THE PIPE INSTALLATIONS BE DONE CONCURRENTLY WITH THE

DONE PRIOR TO THE ACTUAL ROADWAY RECONSTRUCTION. SHOULD

ASSUMED THAT THE MAJORITY OF PIPE INSTALLATIONS WILL BE

LINE FOR THE EXCAVATION SHALL BE ORIGINAL GROUND AS IT IS

206.0201 - TRENCH AND CULVERT EXCAVATION. THE TOP PAYMENT

TRENCH AND CULVERT EXCAVATION SHALL BE PAID UNDER ITEM 9.

SEWER LINES.

OF GREENBURGH WHEN TRENCHING NEAR WATER AND SANITARY

CONTRACTOR SHALL COORDINATE WITH THE NYSDOT AND THE TOWN

POLES DURING EXCAVATION IN THE VICINITY OF THE POLES. THE

THE UTILITY COMPANY TO HOLD AND SUPPORT THEIR UTILITY

CONSOLIDATED EDISON, INC. WHERE IT WILL BE NECESSARY FOR

CONTRACTOR SHALL COORDINATE TRENCHING OPERATIONS WITH

FACILITIES ENCOUNTERED DURING TRENCHING OPERATIONS. THE

ALSO SUPPORT ANY AND ALL EXISTING AND NEW UTILITIES AND

WILL NOT ONLY PROTECT WORKERS WITHIN THE EXCAVATION, BUT

SHALL BE RESPONSIBLE FOR PROVIDING A SUPPORT SYSTEM THAT

SYSTEM SHALL BE MADE UNDER ITEM 552.17. THE CONTRACTOR

TRENCH EXCAVATIONS DEEPER THAN 5 FT. PAYMENT FOR THE S&S

A SHIELDING AND SHORING SYSTEM (S&S) SHALL BE USED FOR ALL 8.

PRIOR TO THE BEGINNING OF CONSTRUCTION.

CLEARANCES AND LOCATION AT CROSSINGS MUST BE VERIFIED

LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS

POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE

CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT THE 7.

FT IN DEPTH.

STEPS ARE REQUIRED FOR ALL DRAINAGE UNITS GREATER THAN 4 6.

INLET/OUTLET LOCATION.

THE CENTER OF THE STRUCTURE OR THE CENTER OF THE

WHEN APPLICABLE. STATION AND OFFSET LOCATIONS ARE GIVEN AT

ARE GIVEN AT THE CENTER OF THE GRATE, AT THE FACE OF CURB,

MUST BE DETERMINED IN THE FIELD. TOP OF FRAME ELEVATIONS

THE DRAINAGE TABLE ARE NOMINAL DIMENSIONS. EXACT DIMENSIONS

DRAINAGE STRUCTURE OFFSETS AND LENGTHS OF PIPE SHOWN IN 5.

ENCOUNTERED OR EXACT QUANTITIES OF WORK TO BE PERFORMED.

OR REPRESENTATION OF ACTUAL FIELD CONDITIONS TO BE

BE DEEMED OR CONSIDERED BY THE CONTRACTOR AS A WARRANTY

ARE ESTIMATED. THESE CONDITIONS AND QUANTITIES ARE NOT TO

CONDITIONS AND QUANTITIES AS SHOWN ON THE DRAINAGE TABLE

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT 4.

FABRICATING THE STRUCTURE.

EXISTING PIPE OR CULVERT SIZES AND INVERTS BEFORE

CULVERTS, THE CONTRACTOR SHALL FIELD DETERMINE THE

WHERE DRAINAGE STRUCTURES ARE PLACED ON EXISTING PIPE OR 3.

FRAME ELEVATIONS.

STAKEOUT, ITEM 625.01. THIS INCLUDES SETTING PROPOSED TOP OF

THE PROPOSED DRAINAGE SHALL BE LOCATED UNDER SURVEY AND 2.

SHALL BE ALLOWED ALONG DRAINAGE FLOW LINES.

CAPACITY AT ALL TIMES DURING CONSTRUCTION. NO STOCKPILING

CONTRACTOR IS REQUIRED TO MAINTAIN EXISTING DRAINAGE 1.

INSTALL 7 LF OF 12" SICPP PIPE AND CONNECT TO EXISTING PIPE

603.9

812 - 12"

SIC

PP

LF

603.9

815 - 15"

SIC

PP

LF

381

14

32

10

2

9

12

10

33

15

79

15

96

15

39

623

21

60

14

3

12

16

20

58

23

124

23

157

23

69

14

3

7

4

578

9

70

58

3

148

3

192

3

92

13

13

1

1

604.3

01772 -

TY

PE

Q/

F2

LF

604.3

02122 -

TY

PE

U/22

LF LF

ST

UR

CT

UR

E

604.5

00101 -

SP

ECIA

L

DR

AIN

AG

E

5.4

5.4



15.1

5.1

5.0

5.0

22.5

4.9

5.7

6.0

5.9

6

1

1

1

1

1

1

REMOVE 70 LF OF 12" PIPE

REMOVE EXISTING STRUCTURE

203.0

3 -

EM

BA

NK

ME

NT

10 3110

24

8.5

5.0

3.5

9.9

4.2

5.7

2

1

1

8

1

1

1

1

1

1

1

1

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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12"

DRAINAGE STRUCTURES

INSTALLATION OF PROPOSED

NOTE:

NOTE:

NOTE:

NOTES:

NOTES:

(NOT TO SCALE)(WHERE APPLICABLE) WILL BE TO PROPOSED SUBGRADE.

BOTH PAYMENT LINES FOR EXCAVATION AND BACKFILL

IS DONE CONCURRENTLY WITH ROADWAY RECONSTRUCTION,

PRIOR TO ROADWAY RECONSTRUCTION. IF PIPE INSTALLATION

IT IS ASSUMED THAT ALL PIPE INSTALLATIONS WILL BE DONE

PROPOSED SUBGRADE.

LINES FOR EXCAVATION AND BACKFILL (WHERE APPLICABLE) WILL BE TO

DONE CONCURRENTLY WITH ROADWAY RECONSTRUCTION, BOTH PAYMENT

PRIOR TO ROADWAY RECONSTRUCTION. IF STRUCTURE INSTALLATION IS

IT IS ASSUMED THAT ALL STRUCTURE INSTALLATIONS WILL BE DONE

REMOVAL OF EXISTING PIPES

(NOT TO SCALE)

DRAINAGE PIPE INSTALLATION

(NOT TO SCALE)

CONNECT TO EXISTING CATCH BASIN DETAIL

(NOT TO SCALE)

2" BATTER ONLY REQUIRED ON HDPE PIPE ITEMS. 2.

THE VARIOUS PIPE ITEMS.

MANHOLES SHALL BE INCLUDED IN THE PRICE BID FOR

ALL WORK NECESSARY FOR CONNECTIONS TO EXISTING 1.

DRAINAGE STRUCTURES

REMOVAL OF EXISTING

(NOT TO SCALE)

ITEM 203.07

IT

EM 552.1

7

WH

EN

RE

QUIR

ED

PA

YM

EN

T

LIN

E

FO

R

2'-0" 2'-0"

(TYP.)

12"PIPE

PIPE

SEE STANDARD SHEET

TRENCH WIDTH VARIES

WITH ITEM 204.01

ENTIRE TRENCH

AREAS, BACKFILL

2' IN PAVEMENT

IF LESS THAN

VE

RTIC

AL

BASE SLAB

EXISTING CONCRETE

6" (MIN.)

2"

TRENCH WIDTH VARIES

1'

1'

ORIGINAL GROUND

STRUCTURE

DRAINAGE

PROPOSED

(SEE NOTE)

ORIGINAL GROUND

GROUND SURFACE

EXISTING PIPE

OR 204.01

ITEM 203.07

PAYMENT LINES

IN SIDEWALL

NEAT OPENING

CEMENT GROUT

NON-SHRINK

STORM DRAIN

IN OR OUT

ORIGINAL GROUND

AS REQUIRED

REMOVE PIPE

OF MANHOLE

INSIDE FACE

BASE SLAB

TOP OF

TO OWNER. NO SEPARATE PAYMENT

RETURN EXISTING FRAME & GRATE

WORK LIMITS - ITEM 206.0201

PER SPEC.)

INCLUDED

(BACKFILL MATERIAL

ITEM 206.0201

PAYMENT LINES,

(SEE NOTE)

ITEM 206.0201

PAYMENT LINES

GREATER THAN 5.0 FT

EXCAVATION DEPTH IS

USE ITEM 552.17 WHERE

(SEE NOTE 2)

FULL DEPTH SAWCUT

ITEM 627.50140008

ITEM 203.03

PAYMENT LINES,

AND 203.03 (SEE NOTE)

PAYMENT LINES - ITEMS 203.02

BEFORE INSTALLING ASPHALT.

SHALL BE SAWCUT AT THE CONTRACTOR'S EXPENSE

ASPHALT BEING INSTALLED. ANY BROKEN EDGES

TRENCHES SHALL HAVE CLEAN EDGES PRIOR TO

CONTRACTOR SHALL SAWCUT ALL TRENCHES. ALL 2.

PIPE INSTALLATION.

FOR EXCAVATION SHALL BE PAID ONLY FOR NEW

EXCAVATION LIMITS FOR PIPE REMOVALS, PAYMENT

INSTALLATION OF A NEW PIPE OVERLAPS THE

IF THE EXCAVATION LIMITS FOR THE 1.

INSTALLATION.

SHALL BE PAID ONLY FOR NEW STRUCTURE

FOR STRUCTURE REMOVAL, PAYMENT FOR EXCAVATION

A NEW STRUCTURE OVERLAPS THE EXCAVATION LIMITS

IF THE EXCAVATION LIMITS FOR THE INSTALLATION OF 1.

DRAINAGE DETAIL DRD-01

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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RAISING FRAME

8" (MIN.)

LOWERING FRAME

n45

FRAME & MANHOLE COVER

RAISE & REUSE EXISTING

FINISHED GRADE

AND COVER

EXISTING FRAME

FINISHED GRADE

EXISTING STRUCTURE

LIMIT FOR REMOVAL OF

MORTAR FOR CONCRETE MASONRY

CLASS "A" CONCRETE

THE REQUIREMENTS OF

RINGS OR MATERIAL MEETING

PRECAST CONCRETE ADJUSTMENT

MAX. (PRECAST RINGS ONLY)

MASONRY 0.5" MIN., 2"

MORTAR FOR CONCRETE

& MANHOLE COVER

REUSE EXISTING FRAME

CONCRETE MASONRY

MORTAR FOR

OF CLASS "A" CONCRETE

THE REQUIREMENTS

MATERIAL MEETING

ADJUSTMENT RING OR

PRECAST CONCRETE

FRAME AND GRATE REVEAL

PROFILE

CROSS SLOPE AND

3" ADJUSTMENT FOR

GRATE

FRAME

TOP COURSE 1ƒ"

SU

BB

AS

EP

RO

PO

SE

D

PA

VE

ME

NT

DRAINAGE STRUCTURE

NOT TO SCALE

GRATES PLACED IN THE PAVED ROADWAY

FOR ALL TYPE 11, 16, AND 22 FRAME AND

ALTERING DRAINAGE STRUCTURE, LEACHING BASIN AND MANHOLE NOTES

DRAINAGE DETAIL DRD-02

AND BE PAID UNDER, APPROPRIATE STRUCTURE ITEM NUMBER.

THE ENGINEER. REPLACEMENT, IF APPROVED, SHALL BE MADE USING A PRECAST CONCRETE RISER UNIT AND SHALL CONFORM TO,

IF THE MANHOLE IS SEVERELY DETERIORATED, THE ENTIRE CONICAL SECTION MAY REQUIRE REPLACEMENT ONLY AS APPROVED BY

CASE 3:

WHEN SOUND EXISTING CONCRETE IS ENCOUNTERED, 12", #4 BARS AT 12" CENTERS SHALL BE DRILLED AND GROUTED.B.

PAYMENT SHALL BE BY THE RESPECTIVE CONTRACT ITEM FOR CB; DI; OR MH AND ITEM FOR ADJUSTMENT WILL NOT BE PAID.A.

WHEN THE DEPTH OF THE ALTER IS MORE THAN 33", THE FOLLOWING SHALL APPLY:

ITEM DOES NOT REQUIRE THE STRUCTURE TO BE LINED.

REQUIRE ELEVATION ADJUSTMENT 12" TO 33", EITHER HIGHER OR LOWER FROM THE EXISTING TOP OF FRAME ELEVATION. THIS

THIS IS AS SPECIFIED IN THE DRAINAGE TABLE OR SPECIFIED BY THE ENGINEER, WHERE EXISTING DRAINAGE STRUCTURE FRAMES

CASE 2:

TOP OF FRAME ELEVATION.

UTILITY MANHOLE FRAMES) THAT REQUIRE ELEVATION ADJUSTMENT 12" OR LESS, EITHER HIGHER OR LOWER, FROM THE EXISTING

THIS IS FOR LOCATIONS SPECIFIED, WHERE THE EXISTING MANHOLE FRAMES (OR AS SPECIFIED BY THE ENGINEER FOR OTHER

CASE 1:

ALL EXISTING MORTAR AND MASONRY ADJUSTMENTS SHALL BE REMOVED PRIOR TO INSTALLING CONCRETE ADJUSTMENT RINGS.5.

SEE TABLE, DWG. DTR-01, FOR DESCRIPTIONS.4.

STRUCTURE.

THE ALTERATION OF THE EXISTING STRUCTURES SHALL BE INCLUDED IN THE APPROPRIATE ALTERATION ITEM FOR EACH

PAYMENT FOR EXCAVATION, PARTIAL STRUCTURE EXCAVATION, CONCRETE GROUT, AND UNCOATED REINFORCING BARS REQUIRED FOR 3.

NYSDOT STANDARD SPECIFICATION 721.03.

CONCRETE SURFACES THAT WILL BE IN CONTACT WITH NEW CONCRETE SHALL BE COATED WITH EPOXY POLYSULFIDE GROUT PER

DRILL AND GROUT #4 BAR DOWELS 12" C.C., WITH 6" MIN. EMBEDMENT INTO OLD SURFACES AND NEW CONCRETE. ALL EXISTING 2.

ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS "A".1.

ALL REQUIRED WORK AND MATERIALS SHALL CONFORM TO SECTION 604 OF THE STANDARD SPECIFICATIONS AND AS MODIFIED BELOW.

FABRIC REINFORCEMENT

6x6 W4xW4

AND GRATE

TYPE F2 FRAME AND COVER

MANHOLE FRAME

(BEYOND)

PRECAST JOINT

BAR (TYP.)

#6 EDGE

FABRIC REINFORCEMENT

6x6 W6xW6

2-#5 BARS@ 12"

#5 BARS

6" MIN.

@ 12"

#5 BARS

3-#6 BARS5-#5 BARS

(TYP.)2" COVER

NOT TO SCALE

ITEM 604.500101

OFFSET DRAINAGE STRUCTURE

2'-8"

2'-10"

2'-•

"

8"

8" 2'-10"

1'-0"

4'-2"

3'-8"

WATER MAIN

LOCATION OF

APPROXIMATE

NOTES:

SECTION WITH OFFSET TOP SECTION,

OFFSET DRAINAGE STRUCTURES TO BE TYPE Q BASE 2.

WATER MAIN PRIOR FABRICATING STRUCTURE.

CONTRACTOR SHALL FIELD VERIFY DEPTH AND OFFSET OF 1.

OF SECTION 706-04.

THE REQUIREMENTS

UNITS SHALL CONFORM TO

JOINT SEALING IN PRECAST

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

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OR

D.

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TRAFFIC SIGNAL NOTES TSN-01

GENERAL:

TRAFFIC SIGNAL NOTES

SCHEDULE RESTRICTIONS AND REQUIREMENTS FOR TRAFFIC SIGNALS:

MAINTAINING TRAFFIC SIGNAL EQUIPMENT:

UTILITIES:

SURVEY AND STAKEOUT FOR TRAFFIC SIGNALS:

TEST HOLES:

FOUNDATIONS:

OPERATIONS.

AND STAKEOUT BY THE CONTRACTOR SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 625.01, SURVEY

REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION AT A SIGNAL SITE. THE COST OF SURVEY

ENGINEER'S APPROVAL OF THE LOCATION OF PROPOSED SIGNAL EQUIPMENT AND UTILITY FACILITIES IS

NECESSARY. ALL SURVEY NOTES FOR EACH LOCATION SHALL BE SUBMITTED TO THE ENGINEER. THE

THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN OR RESET STAKES AND/OR MARK OUTS, AS

UTILITY COMPANIES SO THAT THE UTILITY COMPANIES CAN PROPERLY LOCATE THEIR NEW FACILITIES.

THE ENGINEER. THE CONTRACTOR SHALL COORDINATE THE SURVEY AND STAKEOUT WITH AFFECTED

SIGNAL AND PEDESTRIAN POLES, PULL BOXES, CONDUITS AND ANY OTHER FEATURES AS DIRECTED BY

EXISTING AND PROPOSED RIGHT-OF-WAY LINES, MARK OUT UTILITIES, AND LAY OUT ALL PROPOSED

OF THE CONTRACT. AS PART OF THIS WORK, THE CONTRACTOR SHALL, AT A MINIMUM, STAKE OUT

AND STAKEOUT TASKS FOR EACH TRAFFIC SIGNAL WITHIN THIRTY (30) CALENDAR DAYS OF THE AWARD

UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL COMPLETE SURVEY 1.

INCLUDED IN THE PRICE BID FOR ITEM 680.5001, POLE EXCAVATION AND CONCRETE FOUNDATION.

STANDARD SPECIFICATIONS, THE COST OF EXCAVATING AND BACKFILLING TEST HOLES SHALL BE

CONSULTATION WITH THE TRAFFIC SIGNAL DESIGNER. IN ACCORDANCE WITH SECTION 680-5.04 OF THE

CONTRACT PLANS DUE TO UTILITY CONFLICTS, ETC. SHALL BE APPROVED BY THE ENGINEER, AFTER

BY THE ENGINEER. POLE LOCATIONS THAT DIFFER SIGNIFICANTLY FROM THOSE SHOWN IN THE

CONTRACTOR SHALL PROPERLY BACKFILL THE TEST HOLE AND MOVE TO A NEW LOCATION AS DIRECTED

POLE, AND SHALL BE DUG PRIOR TO ORDERING ANY POLES. IF OBSTRUCTIONS ARE ENCOUNTERED THE

POLE. THESE TEST HOLES SHALL BE DUG TO CONFIRM THE FINAL FOUNDATION LOCATION FOR EACH

SHALL DIG ONE OR MORE TEST HOLES AT THE LOCATION OF EACH PROPOSED SIGNAL OR PEDESTRIAN

POLE PLACEMENT AND AFTER LOCATING ALL EXISTING UNDERGROUND FACILITIES, THE CONTRACTOR

AS SPECIFIED IN SECTION 680-3.05 OF THE STANDARD SPECIFICATIONS, PRIOR TO EXCAVATING FOR 1.

AND GUARANTEES, OF THE STANDARD SPECIFICATIONS.

GUARANTEE PERIOD FOR THIS ITEM IS COVERED UNDER SECTION 105-18, MANUFACTURER WARRANTIES

CORRECTION OF DEFECTS IN MATERIAL OR WORKMANSHIP PROVIDED BY THE CONTRACTOR. THE

MAINTENANCE BY THE STATE SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR THE

NEW SIGNAL AND END WHEN THE NEW SIGNAL IS ACCEPTED BY THE STATE. ASSUMPTION OF

NO EXISTING TRAFFIC SIGNAL, MAINTENANCE WILL BEGIN AT THE TURN-ON DATE AND TIME OF THE

DATE AND TIME THAT THE SIGNAL WORK IS ACCEPTED BY THE STATE. IN THE CASE WHERE THERE IS

PROPOSED FROM THE DATE AND TIME THAT THE ACTUAL WORK BEGINS AT THE SIGNAL UNTIL THE

THE CONTRACTOR SHALL MAINTAIN EACH EXISTING TRAFFIC SIGNAL WHERE CONTRACT WORK IS 1.

REGIONAL TRAFFIC ENGINEER TO COORDINATE THESE OPERATIONS.

SIGNAL SYSTEM IS PLACED INTO OPERATION. THE CONTRACTOR SHALL WORK WITH THE E.I.C. AND THE

TURNING LANES, CHANNELIZATION, PAVEMENT MARKINGS, ETC., SHALL BE IN PLACE BEFORE THE NEW

ALL INTERSECTION IMPROVEMENTS SHOWN ON THE PLANS, INCLUDING LANE DESIGNATION SIGNS, 9.

INSTALL SIGNS ON ALL LEGS OF AN INTERSECTION PRIOR TO WORKING AT THAT INTERSECTION.

CONTROL DEVICES (MUTCD) AND ANY PROVISIONS CONTAINED IN THE PLANS. THE CONTRACTOR SHALL

TRAFFIC CONTROL - OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC

WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619 - WORK ZONE 8.

PERFORMED. THE SIGNAL HEADS SHALL BE REBAGGED SHOULD THE INSPECTION FAIL.

TO SAFELY MAINTAIN TRAFFIC THROUGH THE INTERSECTION WHILE THE INSPECTION IS BEING

ACCEPTED. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND TRAFFIC CONTROL DEVICES

THE INSPECTION, AND WILL MAKE THE NECESSARY CORRECTIONS BEFORE THE INTERSECTION WILL BE

FOR INSPECTION PURPOSES. THE CONTRACTOR SHALL BE NOTIFIED OF ANY DEFECTS FOUND DURING

CONTRACTOR SHALL UNBAG THE NEW SIGNAL HEADS AND SHALL PROVIDE ACCESS TO ALL PULLBOXES

WILL PERFORM AN INSPECTION OF THE SIGNAL SYSTEM. AT THE TIME OF THE INSPECTION, THE

UPON COMPLETION OF WORK AT AN INTERSECTION, NYSDOT TRAFFIC SIGNAL MAINTENANCE PERSONNEL 7.

BY THE TABLE OF OPERATIONS FOR 30 DAYS BEFORE SEEKING FINAL ACCEPTANCE.

ENERGIZED. THE CONTRACTOR SHALL MAINTAIN EACH SIGNAL IN CONTINUOUS OPERATION AS SPECIFIED

BE INSTALLED), INSPECTED BY NYSDOT SIGNAL MAINTENANCE FORCES BEFORE THE SIGNAL IS

THE CONTRACTOR SHALL HAVE ALL CONVENTIONAL, N.E.M.A. OR INTERSECTION FLASHER EQUIPMENT (TO 6.

TO THE FAILURE AND/OR REPLACEMENT OF MALFUNCTIONING NYSDOT SUPPLIED EQUIPMENT.

SIGNAL PERSONNEL, LOCAL UTILITY COMPANY REPRESENTATIVES OR THE AREA UNDERWRITER OR DUE

THE CONTRACTOR OR RETURN TRIPS TO A SIGNAL BY THE CONTRACTOR DUE TO ACTIVITIES OF NYSDOT

UNDERWRITER. THIS SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO DELAYS EXPERIENCED BY

SIGNAL ENGINEER OR HIS/HER REPRESENTATIVES, LOCAL UTILITY COMPANIES OR THE AREA

THERE SHALL BE NO EXTRA PAYMENT TO THE CONTRACTOR FOR COORDINATION WITH THE REGION 8 5.

COVERS.

ALL ANCHOR BASES FOR TRAFFIC SIGNAL PEDESTRIAN POLES SHALL BE EQUIPPED WITH ANCHOR BOLT 7.

SIGNAL HEADS ARE INSTALLED.

OF 7 DAYS BEFORE THE SIGNAL POLE IS ERECTED, AND FOR A MINIMUM OF 14 DAYS BEFORE THE

FOR NEW SIGNAL POLE INSTALLATIONS, THE CONCRETE POLE FOUNDATION SHALL CURE FOR A MINIMUM 6.

ENGINEER.

CHANGES TO THE MINIMUM FOUNDATION EMBEDMENT SHALL BE APPROVED OR DIRECTED BY THE

FOUNDATION CONCRETE SHALL BE POURED IN DIRECT CONTACT WITH THE ROCK EXCAVATION. ALL

LENGTH, WHICHEVER IS GREATER. EXCAVATION INTO ROCK SHALL BE NEAT WITH VERTICAL SIDES, AND

OR THE MINIMUM DEPTH NECESSARY TO ACCOMMODATE THE MANUFACTURER'S MINIMUM ANCHOR BOLT

THAT THE FOUNDATION PENETRATES ROCK A MINIMUM OF ONE FOOTING WIDTH/DIAMETER PLUS 2 FEET

FOUNDATION EMBEDMENT MAY BE DECREASED FROM THAT SHOWN ON STANDARD SHEET 680-01 SUCH

WIDTH/DIAMETER ABOVE THE PROPOSED BOTTOM OF A SIGNAL POLE FOUNDATION, THE MINIMUM

OTHERWISE SPECIFIED IN THE CONTRACT PLANS, IF ROCK IS ENCOUNTERED MORE THAN ONE FOOTING

INSTALLED TO THE MINIMUM FOUNDATION EMBEDMENT SHOWN ON STANDARD SHEET 680-01. UNLESS

SIGNAL POLE FOUNDATION (AS SPECIFIED ON STANDARD SHEET 680-01), THE FOUNDATION SHALL BE

IF ROCK IS ENCOUNTERED WITHIN ONE FOOTING WIDTH/DIAMETER OF THE PROPOSED BOTTOM OF A 5.

SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

CONSTRUCTION SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS SIGNAL ITEMS. NO

THE COST OF DEWATERING, PUMPING, BAILING OR DRAINING GROUNDWATER ENCOUNTERED DURING 4.

INCLUDED IN THE PRICE BID FOR ITEM 680.5001, POLE EXCAVATION AND CONCRETE FOUNDATION.

SECTION 107-05 F OF THE STANDARD SPECIFICATIONS. THE COST OF SUCH PROTECTION SHALL BE

OF THE WORK DAY, THE CONTRACTOR SHALL PROVIDE PROTECTION MEETING THE REQUIREMENTS OF

HOLES LEFT OPEN OVERNIGHT. HOWEVER, IF AN EXCAVATION NEEDS TO BE LEFT OPEN AT THE END

FOUNDATION EXCAVATIONS ARE TO BE FILLED WITH CONCRETE THE DAY THEY ARE DUG TO AVOID 3.

APPROPRIATELY SIZED AUGER.

FOUNDATIONS FOR TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL POLES SHALL BE EXCAVATED USING AN

UNLESS OTHERWISE SPECIFIED IN THE PLANS AND/OR PROPOSAL OR APPROVED BY THE ENGINEER, 2.

SHALL BE MADE FOR THIS WORK.

AND/OR TRAFFIC SIGNAL POLES AS REQUIRED WHEN EXCAVATING NEAR THEM. NO SEPARATE PAYMENT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF EXISTING UTILITY POLES 1.

27

WORK. ALL COSTS SHALL BE INCLUDED IN THE VARIOUS SIGNAL ITEMS.

THE EXISTING SIGNAL WITH THE SIGNAL ENGINEER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS

EXISTING TRAFFIC SIGNAL. THE CONTRACTOR SHALL COORDINATE ANY ANTICIPATED DISRUPTIONS TO

SEVEN (7) CALENDAR DAYS PRIOR TO PERFORMING ANY WORK WHICH AFFECTS THE OPERATION OF AN

THE CONTRACTOR SHALL NOTIFY THE REGION 8 SIGNAL ENGINEER AT (845) 437-5143 A MINIMUM OF 4.

VARIOUS SIGNAL ITEMS.

FOR WORK NECESSARY TO SATISFY THE ABOVE CONDITIONS. ALL COSTS SHALL BE INCLUDED IN THE

NO SEPARATE PAYMENT WILL BE MADE FOR DEVELOPING THE WRITTEN SCHEDULE AND BAR CHART, OR 3.

THE SCHEDULE SHALL BE DEVELOPED IN ACCORDANCE WITH THE FOLLOWING:

OPERATION OF THE EXISTING TRAFFIC SIGNAL. UNLESS OTHERWISE SHOWN OR NOTED IN THE PLANS,

CONSTRUCTION WORK AT A NEW SIGNAL OR BEGINNING ANY WORK THAT WILL INTERFERE WITH THE

CHART TO THE ENGINEER A MINIMUM OF THIRTY (30) CALENDAR DAYS IN ADVANCE OF BEGINNING

FOR EACH SIGNAL IN THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE AND BAR 2.

EQUIPMENT AND/OR MATERIALS IS SECURED IN WRITING.

ORDER EQUIPMENT AND/OR MATERIALS UNTIL NYSDOT ACCEPTANCE OF THE PROPOSED SHOP DRAWINGS,

EQUIPMENT AND MATERIALS PROPOSED FOR INSTALLATION. THE CONTRACTOR IS CAUTIONED NOT TO

DETAILED SPECIFICATIONS, CATALOG CUTS, INSTRUCTION SHEETS AND/OR SHOP DRAWINGS FOR

SUBMIT TO THE ENGINEER WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING AWARD OF THE CONTRACT:

IN ACCORDANCE WITH SECTION 680-3.01 OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL 1.

TS2-2003 AS AMENDED.

BE INSTALLED, SUCH EQUIPMENT SHALL MEET ALL REQUIREMENTS OF N.E.M.A. SPECIFICATION

WHERE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SPECIFICATION EQUIPMENT IS TO 5.

IN THE CONTRACT PLANS.

STANDARD SHEETS 680-01 THRU 680-17 INCLUSIVE, AS APPLICABLE, EXCEPT AS MODIFIED BELOW OR

ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE 4.

EXISTING OR PROPOSED RIGHT-OF-WAY LINES.

FOUNDATIONS, PULL BOXES AND CONDUITS SHALL BE A MINIMUM OF 6 INCHES (150 mm) INSIDE

UNLESS OTHERWISE SHOWN IN THE PLANS OR APPROVED BY THE ENGINEER, EXCAVATIONS FOR 3.

MYLAR REPRODUCIBLE PRINT OF EACH EQUIPMENT CABINET WIRING DIAGRAM.

MAKE/MODEL/TYPE OF SIGNAL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR, AND ONE

THE CONTRACTOR SHALL PROVIDE ONE COMPLETE MAINTENANCE AND OPERATIONS MANUAL FOR EACH 2.

LABOR LAW, SECTION 202-H. HIGH-VOLTAGE PROXIMITY).

THE CONTRACTOR SHALL COMPLY WITH THE HIGH VOLTAGE PROXIMITY ACT (CODE RULE 57 AND/OR 1.

FOR ITEM 619.01.

DETECTORS). THE COST OF SUCH TEMPORARY DETECTION SHALL BE INCLUDED IN THE PRICE BID

NECESSARY, THE CONTRACTOR SHALL INSTALL TEMPORARY DETECTION (E.G., MICROWAVE

THE LENGTH OF TIME THAT A VEHICLE DETECTOR IS NOT OPERATIONAL SHALL BE MINIMIZED. IF D.

COORDINATED WITH THE REMAINDER OF THE SYSTEM.

REMAIN ACTUATED, AND AN EXISTING SIGNAL OPERATING WITHIN A SIGNAL SYSTEM SHALL REMAIN

TO THE MAXIMUM EXTENT PRACTICAL, TRAFFIC-ACTUATED PHASES FOR AN EXISTING SIGNAL SHALL C.

EQUIPMENT NECESSARY TO MAINTAIN THE OPERATION OF THE EXISTING TRAFFIC SIGNAL.

BY COMPLETING WORK THAT WILL NOT DISRUPT THE SIGNAL PRIOR TO DISCONNECTING ANY

THE NUMBER AND DURATION OF SHUT DOWN PERIODS TO AN EXISTING SIGNAL SHALL BE LIMITED B.

WHEN THE EXISTING TRAFFIC SIGNAL IS NOT IN OPERATION.

CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC CONTROL DURING PERIODS

MODIFICATION AND INSTALLATION, AS APPROVED OR DIRECTED BY THE ENGINEER. THE

REASONABLE SHUT DOWN PERIODS TO AN EXISTING SIGNAL WILL BE ALLOWED FOR SIGNAL A.

NOTIFY THE ENGINEER AND SEEK ALTERNATE LOCATIONS FROM THE DESIGNER.

POLES FROM THEIR ORIGINAL LOCATIONS AS SHOWN ON THE CONTRACT PLANS, THE CONTRACTOR SHALL

WHERE UNFORESEEN UNDERGROUND UTILITIES MAKE IT NECESSARY TO RELOCATE PEDESTRIAN SIGNAL 5.

CONNECTIONS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANY.

UNDER NO CONDITION SHALL THE CONTRACTOR MAKE THE SERVICE CONNECTION; ALL SERVICE 4.

THE STATE.

UTILITY CABLES OBSTRUCT THE VISIBILITY OF TRAFFIC SIGNAL FACES SHALL NOT BE ACCEPTED BY

THE SIGNAL SYSTEM. ANY SIGNAL WHERE UTILITY CABLE CLEARANCES VIOLATE THE NEC OR WHERE

INCLUDE TEMPORARILY SUPPORTING SPAN WIRES TO ENABLE THE UTILITY COMPANY TO MOVE ABOVE

EQUIPMENT AND/OR TO ELIMINATE VISUAL OBSTRUCTIONS TO TRAFFIC SIGNAL FACES. THIS MAY

THE RELOCATION OF UTILITY CABLES TO PROVIDE ADEQUATE CLEARANCES FROM TRAFFIC SIGNAL

THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH UTILITY COMPANIES TO ENABLE 3.

SHALL NOT VISUALLY OBSTRUCT ANY PORTION OF ANY SIGNAL FACE ON ANY INTERSECTION APPROACH.

WITH THE MINIMUM SPECIFIED IN THE NATIONAL ELECTRIC CODE (NEC). IN ADDITION, UTILITY CABLES

UTILITY CABLE CLEARANCES FROM TRAFFIC SIGNAL SYSTEM COMPONENTS SHALL BE IN COMPLIANCE 2.

UTILITIES VERIFIED PRIOR TO BEGINNING CONSTRUCTION.

ON THE PLANS FOR LOCATIONS OF EXISTING UTILITIES BUT SHALL HAVE LOCATIONS OF ALL

VICINITY OF THE EXISTING AND/OR PROPOSED SIGNALS. THE CONTRACTOR SHALL NOT RELY SOLELY

THE CONTRACTOR IS ADVISED THAT UNDERGROUND AND/OR OVERHEAD UTILITIES EXIST IN THE 1.

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

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TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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PULL BOXES AND CONDUITS:

CABINETS:

GROUNDING:

WIRING:

POLES:

SALVAGE OF EXISTING TRAFFIC SIGNAL EQUIPMENT:

TRAFFIC SIGNAL HEADS:

TRAFFIC SIGNAL NOTES TSN-02

THE NUMBER OF CONDUITS NEEDED.

OR MORE CONDUITS SHALL BE USED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

WHERE ONE CONDUIT IS TOO SMALL TO PERMIT THE PASSAGE OF THE REQUIRED SIGNAL WIRING, TWO 5.

ONLY THREADED COUPLINGS OR SPLIT COUPLINGS SHALL BE PERMITTED TO JOIN STEEL CONDUITS.4.

SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS CABLE ITEMS.

BE MADE FOR REMOVING AND REINSTALLING EXISTING SIGNAL CABLES; PAYMENT FOR THIS WORK

REDUCERS, SHALL BE MADE UNDER THE APPROPRIATE CONDUIT ITEM(S). NO SEPARATE PAYMENT WILL

EXCAVATION ITEM. PAYMENT FOR NEW CONDUIT INSTALLATION, INCLUDING REQUIRED FITTINGS AND

RESTORATION TO INSTALL NEW CONDUIT SHALL BE MADE UNDER THE APPROPRIATE CONDUIT

THE DAMAGED SECTION(S) OF CONDUIT. PAYMENT FOR EXCAVATION, BACKFILL AND SURFACE

IF AN EXISTING CONDUIT IS FOUND TO BE DEFECTIVE, THE CONTRACTOR SHALL LOCATE AND REPLACE 3.

INCLUDED IN THE PRICE BID FOR THE PULL BOX ITEM(S).

THE COST OF MODIFYING EXISTING CONDUIT(S) TO ACCEPT NEW OR RELOCATED PULL BOXES SHALL BE 2.

INCLUDED IN THE PRICE BID FOR THE CONDUIT ITEM(S).

THE COST OF MODIFYING EXISTING PULL BOXES TO ACCEPT NEW OR RELOCATED CONDUIT SHALL BE 1.

MAINTENANCE FORCES.

OPERATION. WHERE STATE MICROCOMPUTERS ARE TO BE USED, THIS WILL BE DONE BY STATE

COMPONENT PARTS BY SERIAL NUMBER, THE DATE OF INSTALLATION, AND DATE OF OFFICIAL

A CARD SHALL BE PLACED ON THE INSIDE DOOR OF EACH CONTROLLER CABINET LISTING ALL THE 1.

UNACCEPTABLE.

THE POLE FROM THE HANDHOLE. GROUNDING TERMINALS LOCATED ADJACENT TO THE HANDHOLE ARE

ALL POLES SHALL BE EQUIPPED WITH A GROUNDING TERMINAL LOCATED ON THE OPPOSITE SIDE OF 6.

EACH PHASE SHALL HAVE ITS OWN GROUND WIRE.5.

SURFACE.

SHALL CONTAIN A PLASTIC INNER FACE AND A MECHANICAL SCREW CONNECTOR LUG ON ITS OUTER

AN INSULATING GROUNDING BUSHING. THE GROUNDING BUSHINGS PROVIDED NEED NOT BE SEALED BUT

SHEET 680-04, THE ENDS OF CONDUITS WITHIN POLE BASES AND PULL BOXES SHALL BE FITTED WITH

UNDER THE PROVISIONS OF SECTION 680-3.13 OF THE STANDARD SPECIFICATIONS AND STANDARD 4.

GROUNDED IN ACCORDANCE WITH THE GROUNDING REQUIREMENTS.

SHOULD EXISTING CONDUIT BE USED TO WIRE THE SIGNAL SYSTEM, THE EXISTING CONDUITS SHALL BE 3.

PAYMENT IS TO BE INCLUDED IN THE PRICE BID FOR CABLE, CONDUIT AND CONTROLLER INSTALLATION.

THERE SHALL BE NO SEPARATE PAYMENT FOR PROVIDING A CONTINUOUSLY GROUNDED CONDUIT SYSTEM.

THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING A CONTINUOUSLY GROUNDED CONDUIT SYSTEM. 2.

AND 680-07.

OF A GROUNDING ROD DRIVEN IN THE NEAREST PULL BOX AS DETAILED IN STANDARD SHEETS 680-04

ALL SIGNAL POLES, PEDESTRIAN POLES, AND PUSH BUTTON STATIONS SHALL BE GROUNDED BY MEANS 1.

PRIVATE PROPERTY:

PAVEMENT MARKINGS:

RESTORATION OF DAMAGED AREAS:

PEDESTRIAN FACILITIES:

SIGNAL WORK IN OR ADJACENT TO WETLANDS AND OTHER WATER BODIES:BODIES TO PREVENT WATER INFILTRATION INTO THE SIGNAL ASSEMBLY.

NIPPLES ARE ATTACHED TO THE TOP SURFACES OF BOTH TRAFFIC SIGNAL SECTIONS AND PIPE CROSS

OF SILICONE SEALANT AROUND THE SERRATED LOCK RING AT ALL LOCATIONS WHERE VERTICAL PIPE

SATISFACTION OF NYSDOT TRAFFIC MAINTENANCE PERSONNEL, THE CONTRACTOR SHALL APPLY A BEAD

ONCE TRAFFIC SIGNAL HEAD ASSEMBLIES HAVE BEEN INSTALLED AND ADJUSTED IN THE FIELD TO THE 6.

SET SCREWS AND ALL THREADED PIPE NIPPLES SHALL HAVE TAPERED THREADS.

ON ALL SIGNAL HEAD ASSEMBLIES ALL FEMALE THREADED CONNECTING HARDWARE SHALL HAVE TWO 5.

BASIC WORK ZONE TRAFFIC CONTROL.

SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS TRAFFIC SIGNAL ITEMS AND ITEM 619.01,

AND SIGNS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. THE COST FOR THIS WORK

SIGNS TO ENSURE THAT THEY DO NOT OBSTRUCT THE MOTORISTS' VIEW OF THE NEW SIGNAL FACES

THE ENGINEER, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL EXISTING SIGNAL HEADS AND

VARIOUS STAGES OF CONSTRUCTION. ONCE THE NEW SIGNAL IS OPERATIONAL AND WHEN DIRECTED BY

OPERATIONAL SIGNAL HEADS AND SIGNS. THIS MAY NEED TO BE DONE SEVERAL TIMES DURING

APPROACHING THE INTERSECTION AND TO AVOID OBSTRUCTING THE MOTORISTS' VIEW OF THE EXISTING

POSITIONED, AS DIRECTED BY THE ENGINEER, TO ACCOMMODATE THE CHANGES IN THE TRAFFIC

DURING CONSTRUCTION, THE NEW TRAFFIC SIGNAL HEADS AND SIGNS MAY NEED TO BE TEMPORARILY 4.

PEDESTRIAN SIGNAL HEADS SHALL BE PROVIDED WITH A FIVE POSITION TERMINAL BLOCK.3.

PEDESTRIAN HEADS AND BRACKETS SHALL BE PAINTED DARK GREEN.2.

SIGNAL HEADS SHALL NOT BE HUNG WITHOUT THE APPROVAL OF THE ENGINEER.1.

28

3G/4G LTE GATEWAY MODEMS SHALL BE INSTALLED UNDER ITEM 683.08020104.3.

PERMISSION IS GRANTED IN ADVANCE BY THE REGIONAL TRAFFIC ENGINEER.

HEADS SHALL BE DRILLED. THE USE OF CUTTING TORCHES IS NOT PERMITTED UNLESS WRITTEN

ALL HOLES FOR L.B. CONDULETS, THIMBLEBOLTS, AND POLE-MOUNTED SIGNAL AND/OR PEDESTRIAN 2.

GALVANIZED STEEL.

BOLTS AND NUTS) SHALL BE STAINLESS STEEL AND ALL OTHER HARDWARE SHALL BE HOT DIPPED

UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL BOLTS, NUTS, AND WASHERS (EXCEPT ANCHOR 1.

NO SPLICES ARE ALLOWED FOR TRAFFIC SIGNAL HEAD OR PEDESTRIAN HEAD WIRING.3.

THIS WORK SHALL BE INCLUDED UNDER THE APPROPRIATE SIGNAL CABLE ITEM.

PERMANENTLY AFFIXED WHICH SHALL IDENTIFY THE CABLE (FOR EXAMPLE, 14/10 C-1). PAYMENT FOR

EACH SIGNAL CABLE ENTERING THE CONTROLLER CABINET SHALL HAVE A MYLAR OR BRASS TAG 2.

INSULATION.

CABLE BE PERMITTED IN TRAFFIC SIGNAL POLES OR POSTS WITHOUT THE PROTECTION OF THE CABLE

UNDER NO CIRCUMSTANCE SHALL INDIVIDUAL SIGNAL CABLE CONDUCTORS OF A MULTI-CONDUCTOR 1.

OTHER SIGNALS WEATHER HEAD.

SIGNALS WEATHER HEAD AND A SECOND LENGTH LEAVING THE WEATHER HEAD AND RUNNING TO THE

BE DAISY CHAINED WITH ONE LENGTH OF WIRE RUNNING FROM THE CONTROLLER ENTERING THE FIRST

PERMITTED. WHERE TWO SIGNAL HEADS ARE TO BE WIRED FROM THE SAME CABLE, THE SIGNALS SHALL

BLOCK(S) INSIDE OF EACH SIGNAL HEAD ASSEMBLY; PIGTAILS AND EXPOSED SPLICES SHALL NOT BE

ALL SIGNAL WIRE CONNECTIONS TO THE SIGNAL HEADS SHALL BE MADE DIRECTLY TO THE TERMINAL 5.

RINGS APPROVED BY THE ENGINEER. STEEL, PLASTIC CABLE BANDS, OR TAPING SHALL NOT BE USED.

AT INTERVALS OF NOT GREATER THAN 15" (380 mm) BY COPPERWELD (COPPER COVERED STEEL) CABLE

WHERE SIGNAL CABLE IS INSTALLED ON SPAN WIRE OR MESSENGER CABLE, IT SHALL BE SUPPORTED 4.

PROPERTY OF NYSDOT.

UNLESS OTHERWISE NOTED, ALL TRAFFIC SIGNAL EQUIPMENT TO BE REMOVED SHALL BECOME THE 2.

IS READY FOR PICK-UP.

EQUIPMENT IN A SECURE AND DRY FACILITY AND NOTIFY THE SIGNAL ENGINEER WHEN THE EQUIPMENT

REMOVED AS PART OF THE WORK DONE AT A SIGNAL LOCATION. THE CONTRACTOR SHALL STORE THE

THE CONTRACTOR SHALL RETURN TO THE STATE ANY EXISTING TRAFFIC SIGNAL EQUIPMENT THAT IS 1.

ALL PAVEMENT MARKINGS SHALL TIE INTO EXISTING AT THE INTERSECTION LIMITS OF WORK.

PROPOSED PAVEMENT MARKINGS ARE TO MATCH EXISTING UNLESS SHOWN OTHERWISE ON THE PLANS. 2.

SIGNAL WORK AT EACH LOCATION WHERE PERMANENT PAVEMENT MARKINGS ARE TO BE APPLIED.

THE APPLICATION OF PAVEMENT MARKINGS SHALL BE COORDINATED WITH THE COMPLETION OF THE 1.

SAW-CUTTING OPERATIONS TO PREVENT RUN-OFF FROM REACHING ADJACENT STREAMS AND WETLANDS.

ANY WATER BODY, INCLUDING WETLANDS. THE CONTRACTOR SHALL CONTAIN RUN-OFF FROM PAVEMENT

THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS SO AS TO PREVENT ANY DAMAGE TO 1.

ALTERATIONS TO THE BUTTON AND SIGN ORIENTATION.

DETAILED ON EACH TRAFFIC SIGNAL PLAN. CHANGES IN PEDESTRIAN POLE PLACEMENT MAY REQUIRE

PEDESTRIAN PUSHBUTTONS AND SIGNS SHALL BE ORIENTED WITH THEIR RESPECTIVE CROSSING AS 5.

SUBSEQUENT AMENDMENTS.

CONTROLS SHALL BE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990 AND ANY

THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT THE INSTALLATION OF ALL CROSSING 4.

PUSHBUTTON EXTENSION SHALL BE INSTALLED AT LOCATIONS CALLED OUT IN THE PLANS.

PERSON IN A WHEEL CHAIR CAN ACTIVATE THE SIGNAL WITHOUT HAVING TO STOP ON THE CURB RAMP.

PEDESTRIAN PUSHBUTTONS SHALL BE LOCATED NEAR CURB RAMPS AND POSITIONED SUCH THAT A 3.

CLEARLY MARKED AND HAVE A LOGICAL START AND TERMINUS.

PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF THE EXISTING FACILITY, WALKWAYS SHALL BE

BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD TO THE NON-MOTORIZED PUBLIC. WHERE

BARRIERS SHALL NOT BE PLACED OR PARKED IN SUCH A MANNER AS TO OBSTRUCT PEDESTRIAN OR

PROJECT LOCATION FOR THE DURATION OF THE CONSTRUCTION. MATERIAL, EQUIPMENT OR OTHER SUCH

THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROUGH OR AROUND EACH 2.

SHEET(S) 608-01.

CURB RAMPS. UNLESS SPECIFIED IN THE PLANS, ALL INSTALLATIONS SHALL COMPLY WITH STANDARD

THIS CONTRACT INCLUDES THE INSTALLATION OF SIDEWALK, RAMPS AND DETECTABLE WARNINGS ON 1.

DAMAGE CAUSED BY CONSTRUCTION PERSONNEL, EQUIPMENT OR OPERATIONS.

THE CONTRACTOR SHALL BEAR THE COST OF ANY REPAIRS AS DIRECTED BY THE ENGINEER DUE TO 1.

SHALL OBTAIN ACCESS TO PRIVATE PROPERTY THROUGH A RELEASE.

ADVANCE OF THE WORK. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE ENGINEER

DISCRETION. THE PROPERTY OWNER SHALL BE NOTIFIED AT LEAST TEN (10) CALENDAR DAYS IN

SIGNAL WORK SHALL BE EITHER DISPOSED OF OR LAID ONTO THE OWNER'S PROPERTY AT THE OWNER'S

MISCELLANEOUS ITEMS PRESENTLY ON PUBLIC PROPERTY WHICH MUST BE MOVED TO COMPLETE THE

ANY PRIVATELY OWNED FENCING, SHRUBS, DECORATIVE BRICKWORK, BLUESTONE OR OTHER 1.

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

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TST-01TRAFFIC SIGNAL TABLES

NOTES:

FOR UNDER ITEM 680.8141).

HEIGHT AT A 8 FOOT MOUNTING HEIGHT ON THE POLE (TO BE PAID

FEET TALL, PEDESTRIAN SIGNAL HEADS SHALL BE BRACKET MOUNTED

ALL POLES TO BE PAID FOR UNDER ITEM 680.6808 SHALL BE 12 1.

29

PEDESTRIAN INDICATION ITEM ESTIMATE

ITEM NUMBER DESCRIPTION UNIT PED P-1 PED P-2 PED P-3 PED P-4 PED S-1 PED S-2 PED S-3 TOTAL

680.6808 TRAFFIC SIGNAL POLE-BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA 1 1 1 1 0 0 0 4

680.81310209 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE EA 2 1 1 2 0 0 2 8

680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA 2 2 2 4 2 0 4 16

680.813105 PEDESTRIAN SIGNAL MODULE - 12 IN BI-MODAL HAND/MAN EA 1 1 1 2 1 0 2 8

680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA 1 1 1 2 1 0 2 8

680.81500010 PEDESTRIAN COUNTDOWN TIMER MODULE EA 1 1 1 2 1 0 2 8

680.82201908 BREAKAWAY TRANSFORMER BASE (TRAFFIC) EA 1 1 1 1 0 0 0 4

680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EA 0 0 0 0 0 1 1 2

ESTIMATE OF CABLES

ROUTE

DESCRIPTION

CABLE

CABLES

# OF 680.730514

ITEM

680.730314

ITEM

FROM THROUGH TO 5 C, 14 AWG 3 C, 14 AWG

CONTROLLER S-1 ,C-1, PB-1, C-2 PED P-1 5 CONDUCTOR 1 64

P-1 C-2, PB-1, C-1 S-1 3 CONDUCTOR 1 56

S-1 - CONTROLLER 5 CONDUCTOR 1 10

CONTROLLERPB-2, C-3

S-1, S-2, C-6, PB-3, C-5,PED P-2 5 CONDUCTOR 1 327

CONTROLLERPB-2, C-4

S-1, S-2, C-6, PB-3, C-5,PED P-3 5 CONDUCTOR 1 319

CONTROLLER S-1, S-2, C-6, PB-3, C-7 PED P-4 5 CONDUCTOR 2 526

CONTROLLER S-1, S-3 PED S-3 5 CONDUCTOR 2 350

TOTAL (LF) 1596 56

ESTIMATE OF POLES

POLE NO.

LOCATION

FOOTING CAP

ELEV. OF

NUMBER

ITEM

HEIGHT (FT)

MOUNTINGFOUNDATION

STATION

CENTERLINEOFFSET SIDE

CODE

MIN.SHAPE

(CY)

QUAN

P-1 C 16 + 7.94' 31.65' RT FLUSH 680.6808 8 J-1 CIRCULAR 1.1

P-2 C 16 + 4.34' 32.34' LT FLUSH 680.6808 8 J-1 CIRCULAR 1.1



TOTAL (CY) 4.4

ESTIMATE OF QUANTITIES

ITEM DESCRIPTION UNIT QUANTITY

206.03 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION LF 97

619.1612 MAINTAIN TRAFFIC SIGNAL EQUIPMENT (REQUIREMENT B) INTM 10

680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY 4.4

680.510501 PULLBOX-RECTANGULAR, 26 X 18 INCH, REINFORCED CONCRETE EA 1

680.51100010 CLEAN EXISTING PULLBOX EA 2

680.520106 CONDUIT, METAL STEEL, ZINC COATED, 2" LF 44

680.520108 CONDUIT, METAL STEEL, ZINC COATED, 3" LF 53

680.53010010 CLEAN EXISTING CONDUIT LF 16

680.6808 TRAFFIC SIGNAL POLE-BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA 4

680.730314 SIGNAL CABLE 3 CONDUCTORS, 14 AWG LF 56

680.730514 SIGNAL CABLE 5 CONDUCTORS, 14 AWG LF 1596

680.81310209 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE EA 8

680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA 16

680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI-MODAL, HAND/MAN SYMBOLS LED EA 8

680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA 8

680.81500010 PEDESTRIAN COUNT-DOWN TIMER MODULE EA 8

680.82201908 BREAKAWAY TRANSFORMER BASE (TRAFFIC) EA 4

680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EA 2

683.08020104 3G/4G LTE GATEWAY MODEM W/ANTENNA EA 1

ESTIMATE OF CONDUITS

NO.

CONDUIT

LOCATION680.520106

ITEM

680.520108

ITEM

680.53010010

ITEM

FROM TOSTEEL

2 NPS

STEEL

3 NPS

CONDUIT

EXISTING

CLEAN

C1 S-1 PB-1 6

C2 PB-1 P-1 15

C3 PB-2 P-2 10

C4 PB-2 P-3 10

C5 PB-2 PB-3 53

C6 PB-3 S-3 10

C7 PB-3 P-4 9

TOTAL (LF) 44 53 16

ESTIMATE OF PULLBOXES

PULLBOX NO.

LOCATION

TOP COVER

ELEV. OF 680.510501

ITEM

680.51100010

ITEM

STATION

BASELINEOFFSET SIDE

26X18 RC

RECTANGULAR

EXISTING PULLBOX

CLEAN

PB-1 C 15 + 96.31' 40.79' RT FLUSH 1

PB-2 C 15 + 94.25' 33.43' LT FLUSH 1

PB-3 C 15 + 43.94 42.39' LT FLUSH 1

TOTAL (EA) 1 2

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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.

EEXC RSL IO

KROY

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MS

0

719 36

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(NOT TO SCALE)

PEDESTRIAN SIGNAL HEAD DISPLAY

1

2

3

(NOT TO SCALE)

NOTES:

AS PER PLAN

SIGN MOUNTING

PED. BUTTON AND

10" (MAX.)

SEE PLANS

ALUMINUM PEDESTRIAN SIGNAL POLE DETAIL

42" (S

EE

NO

TE 2)

(SEE DETAIL, THIS DWG.)

PEDESTRIAN SIGN

INFORMATIONAL

TRAFFIC SIGNAL DETAILS TSD-01

NOTE:

- PED COUNT-DOWN TIMER MODULE3 - 680.81500010

TYPE I, 1'-0"

- PED SIGNAL SECTION - ALUMINUM,2 - 680.813103

BI-MODAL HAND/MAN SYMBOLS, LED

- PED SIGNAL MODULE, 1'-0",1 - 680.813105

START CROSSING

DONT START

FINISH CROSSING

IF STARTED

TO CROSS

PUSH BUTTON

VEHICLES

WATCH FOR

DON'T CROSS

TO FINISH CROSSING

TIME REMAINING

TIMER

STREET NAME

START CROSSING

DONT START

FINISH CROSSING

IF STARTED

TO CROSS

PUSH BUTTON

VEHICLES

WATCH FOR

DON'T CROSS

TO FINISH CROSSING

TIME REMAINING

TIMER

STREET NAME

M.U.T.C.D. R10-3i (L)M.U.T.C.D. R10-3i (R)

(NOT TO SCALE)

9"x15" SIGN DETAIL

PEDESTRIAN PUSH BUTTON

SHALL BE AN ADA ALL-WEATHER SURFACE.

ADJACENT ACCESSIBLE SURFACE. THE ACCESSIBLE SURFACE

AN ACCESSIBLE APPROACH OR BE WITHIN 10" OF AN

POLE 42" ABOVE AN ACCESSIBLE SURFACE AND SHALL FACE

PUSH BUTTON SHALL BE MOUNTED ON A POST OR SIGNAL 2.

680-10.

ADDITIONAL DETAILS PROVIDED ON NYSDOT STANDARD SHEET 1.

TRANSFORMER BASE

BREAKAWAY

ITEM 680.82201908

CENTRAL PARK AVE (2 SIGNS)

MARION AVE (2 SIGNS)

ARE AS FOLLOWS:

PEDESTRIAN SIGNS

STREET NAMES FOR

LAP

MINI

MU

M

3"

2% SLOPE FROM CENTER TO DRAIN

(TYP.)1'-0"

DUTY GALVANIZATION18" (MIN.) OF HEAVY

BREAKAWAY TRANSFORMER BASE

MA

X

6" 9"

6"

TOP VIEW CIRCULAR FOOTING

30"

WID

TH

3"

CO

VE

R

BACK EDGE OF SIDEWALK

(FR

OM

TA

BL

E

ON

SS 680-01)

TOP OF FOUNDATION SHOWN ON SS 680-01

SEE ANCHOR BOLT PLATE DETAIL ON SS 680-01

(SEE TABLE ON SS 680-01)

VERTICAL REINFORCEMENT

BASE OR PEDESTRIAN POLE

PLATE FOR BREAKAWAY TRANSFORMER

14"

1'v6"

#5

BA

RS

AT 24"

CE

NT

ER

S3"

8" MINIM

UM

CAP EACH END.

IN THE CONTRACT DOCUMENTS,

OF CONDUIT(S) AS SPECIFIED

NUMBER AND ORIENTATION

4" SIDEWALK

6" SUBBASE

8"

MIN.

SIDEWALK SLOPE

vTRANSFORMER BASE OR PEDESTRIAN POLE BASE PLATE.

vSIMILARLY MODIFIED ON MULTIPLE SIDES OF THE BREAKAWAY

vSIDEWALK ON ONE SIDE ONLY. IF SHOWN IN PLANS, FOUNDATION MAY BE

4. DETAIL SHOWS FOUNDATION MODIFIED TO BE INSTALLED PARTIALLY UNDER

vMINIMUM SHOWN IN THE STANDARD SHEETS.

vTHE EMBEDMENT INTO THE REINFORCED SECTION OFvTHE FOUNDATION IS THE

3. ANCHOR BOLTS SHALL BE 6 INCHES LONGER THAN SHOWN ON SS 680-01 SO THAT

vOF THE FOUNDATION.

vTHE STANDARD FOUNDATION, AND SHALL BE FORMED AND POURED INTEGRALLYvAS PART

vTHIS ADDITIONAL 6 INCHES WILL BE UNREINFORCED CONCRETE ADDED AT THE TOP OF

2. FOUNDATION DEPTH SHALL BE 6 INCHES GREATER THAN THAT SHOWN ON SS 680-01.

MAXIMUM 4" PROTRUSION OF ANCHOR BOLTS ABOVE SURROUNDINGS

SEE ANCHOR BOLT PROJECTION DETAIL ON SS 680-01,

1. DETAIL SHOWS MODIFICATION OF J1 FOUNDATIONS FOR PEDESTRIAN POLES.

FOUNDATION DETAIL

MODIFIED PEDESTRIAN POLE

ELEVATION VIEW

(SEE DETAIL, THIS DWG.)

CONCRETE FOUNDATION

ITEM 680.5001

ITEM 680.6808 ALUMINUM POLE

BACKFILL AND PAVEMENT REPLACEMENT

ALTERNATE CONDUIT EXCAVATION

(NOT TO SCALE)

(USING ROTARY PAVEMENT CUTTER)

GRADE

PAVEMENT

FINISHED

1 1/2" (38mm) TOP

2 1/2" (63.5mm) BINDER

CLASS "D" CONCRETE

SAME TRENCH.

MAY BE PLACED IN THE

MORE THAN ONE CONDUIT

(88

mm)

3.5

"

2'-

0" (6

09

mm)

MIN.

5" (125mm) NOMINAL CUT

VA

RIA

BL

E

PEDESTRIAN POLE FOUNDATION DETAIL NOTES:

ITEM 680.81310209 - ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE

PAYMENT SHALL BE INCLUDED UNDER

(2" MIN DIA., 5 LB. ACTUATION)

ADA APPROVED

PEDESTRIAN PUSH BUTTON

ITEM 680.81310209

30

CENTRAL PARK AVE. (2 SIGNS)

MARION AVE (2 SIGNS)

ARE AS FOLLOWS:

PEDESTRIAN SIGNS

STREET NAMES FOR

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CONTRACT NUMBER

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ON:

ALTERED BY:

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DE

TRIC

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PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

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GRID

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MARIO

N

AVE


0 15 30 45 60'15

1" = 30'

TSP-1

C

PULL BOX

MICROCOMPUTER CABINET

PEDESTRIAN POLE

SIGNAL HEAD

SIGNAL POLE

TRAFFIC SIGNAL LEGEND

1

P9

PED BUTTON AND SIGN DIAGRAMS

P-1 P-2 P-3

SIGNAL HEAD (TYP.)

SIGN (TYP.)

PUSHBUTTON (TYP.)

EXISTING PULLBOX

PB-3 CLEAN AND RETAIN

EXISTING CONDUIT

C-6 CLEAN AND RETAIN

PB-2

C-3

P-2

03

05

06

01

P-4

S-2

PED D 05

PE

D

B 03

PED C 01

PE

D

A 03

C-7

P-3

P-1

C-2

S-1

EXISTING CONDUIT

C-1 CLEAN AND RETAIN

EXISTING PULLBOX

PB-1 CLEAN AND RETAIN

03

S-3

6

4

5

1

7

3

2

8

P-4 S-3

(NOT TO SCALE)

OPERATIONS LEGEND

0 = PHASE

31

C-4

EXISTING SPAN WIRE (TYP.)

S-1

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G 00 00 00 00G

R

Y

G

(SEE NOTE 1)

C-5

W = MAN (WALK)

Y = CIRCULAR YELLOW

DW = HAND (DON'T WALK)

FY = FLASHING YELLOW

FR = FLASHING RED

R = CIRCULAR RED

PED = PEDESTRIAN

FDW = FLASHING HAND (DW)

G* = BI-MODAL YELLOW/GREEN ARROW

G = CIRCULAR GREEN

* DENOTES BI-MODAL YELLOW/GREEN ARROW

NOTES:

EXISTING LOOP DETECTOR.

INSTALLATION OF NEW CONDUIT SHALL NOT DISTURB 1.

W-282 TRAFFIC SIGNAL PLAN

*

TABLE OF OPERATIONS

PHASEEXISTING FACES PROPOSED FACES

1 2 3 4 5 6 7 8 PED A PED B PED C PED D

01 R R G G R R R R

05 G G R R R R R R

06 R R <G-R R R R R R

01 + 05 G G G G R R R R

01 + 06 R R <G-G G R R R R

03 R R R R G G G G

OPERATION

FLASHINGFY FY FY FY FR FR FR FR DARK DARK DARK DARK

DISPLAY

HEAD LAYOUT

LENSE SIZE EXISTING 12" 12" 12" 12"

T

C

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CONTRACT NUMBER

DRAWING NO.

SHEET NO. REGION:

ON:

ALTERED BY:

K.

DE

TRIC

K

PIN 8761.89

WESTCHESTER

TOWN OF GREENBURGH

C.

GE

RO

UX

C.

GE

RO

UX

D.

TE

AT

OR

D.

BO

RJ

AS

M.

SC

HA

UF

FE

RT

D.

AD

AM

S




.

EEXC RSL IO

KROY

WNEFOETAT

S

D

ONALDD ADA

MS

0

719 36

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E

LANOISSEFRO

P

DE

SN

ECI

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ON: 8/12/2019

C 15+00 C 16+00

C 14+88.2

4

PT

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

EARTH

CONC. SWK.

CONC. SWK.

EARTH EARTHSP

SUMP=226.38

RIM ELE

V=232.58

SUMP=216.88

RIM ELE

V=232.13

117-304 cph drd 01- - greenburgh, new york

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