PIN 3950.63 Plans.pdf.crdownload

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P L A C E

C L

IF

F

S T R E E T

R A C H E L

CAR

SON

W A Y

HOPPER PLACE

C A Y U

G A

IN

L E T

MECKLENBURG ROAD

W. GREEN ST.

W. STATE ST.

W. SENECA ST.

W. BUFFALO ST.

N

M E

A D

O W

S T

N

F U L T

O N

S T

CONTRACT DRAWINGS FOR

CITY OF ITHACA

C I T

Y O

A C

A ,N

.Y

IN

CORPORATED

CITY OF ITHACA, TOMPKINS COUNTY

P.I.N. 3950.63

101 SHEETS

ITH

APPROVED BY:

DATE

TIM LOGUE

D E

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FED. ROAD REG. NO.

PROJECT NO.

FEDERAL AID

SHEET NO.STATE

1N.Y.

TOTAL SHEETS

J

M

N A

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E S

IG

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D E

CONTRACTOR

AWARD DATE

NOTICE TO PROCEED

R

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R

3950.63IDENTIFICATION NO.

PROJECT

PROJECT NO.

CITY CAPITAL

W E

L L

A M

A N

THE PROJECT IS LOCATED IN THE CITY OF ITHACA, TOMPKINS COUNTY.

PROJECT LOCATION:

SPECIFICATIONS:

STANDARD SHEETS:

DESCRIPTION DRAWING NO.SHEET NO.

DRAWING INDEX

LOCATION

PROJECT

COMPLETE STREETS PROJECT

HECTOR STREET

HECTOR STREET

P

P R

E S

U T T I

THE CONTRACT DOCUMENTS.

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

ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK

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

DEPARTMENT, WHICH ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR

THE LATEST REVISIONS OF THE STANDARD SHEETS MAINTAINED BY THE

DIRECTOR OF ENGINEERING

HECTOR STREET COMPLETE STREETS

CITY OF ITHACA

TOMPKINS COUNTY

ST1-1 THRU ST2-2

RW-1 THRU RW-2

PM-1 THRU PM-18

PR-1 THRU PR-6

PL-1 THRU PL-16

ES-1 THRU ES-16

EN-1

MD-1 THRU MD-10

MT-1 THRU MT-5

MJ-1 THRU MJ-2

SA-1 THRU SA-9

WZ-1 THRU WZ-3

QU-1

GN-1

TS-1 TRU TS-3

LA-1 THRU LA-3

D035697 D035697

D035697 D035697

DATE

PREPARED AND RECOMMENDED BY:

ROBERT J. SCHILLER, PE, PTOE

NYSPE LICENSE NUMBER: 092477

ERDMAN ANTHONY

HEADWALLS

RETAINING WALLS

PAVEMENT MARKING & SIGNING PLAN

PROFILES

PLANS

EROSION SEDIMENT CONTROL PLANS

EROSION SEDIMENT CONTROL NOTES

MISCELLANEOUS DETAILS

MISCELLANEOUS TABLES

MAINTENANCE JURISDICTION PLAN & TABLE

SURVEY AND ALIGNMENT

WORK ZONE TRAFFIC CONTROL

ESTIMATE OF QUANTITIES

GENERAL NOTES

TYPICAL SECTIONS

ABBREVIATIONS & SYMBOLS

COVER

98 - 101

96 - 97

78 - 95

72 - 77

56 - 71

40 - 55

29 - 38

24 - 28

22 - 23

13 - 21

10 - 12

5 - 7

2 - 4

655-03, 663-05, 685-01

619-50, 619-60, 619-61, 645-01, 645-03, 645-14, 646-15, 655-01, 609-03, 611-01, 619-02, 619-04, 619-11, 619-12, 619-20, 619-21, 603-02, 604-02, 606-05, 607-04, 608-01, 608-03, 611-01, 609-01, 203-01, 203-02, 204-01, 209-01, 209-02, 209-03, 402-01, 554-01, FINAL SUBMISSION

REEVALUATION STATEMENT APPROVED ON _________ .

AND GUIDELINES, THE FINAL DESIGN REPORT APPROVED ON 3/12/2019, AND THE

THE CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

schillerr Stamp schillerr Stamp

ABBREVIATIONS

LEGEND

LA-1

N.T.S.

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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N

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19553.003950.63

P

P R

E S

U T

T I

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

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CITY OF ITHACA

C I T

Y O

F

ITHA

C

A ,N

.Y

IN

CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

AHEAD

AZIMUTH

BACK

BASELINE

BEARING

CENTERLINE

CURVE TO SPIRAL

SUPERELEVATION RATE (CROSS SLOPE)

EQUALITY

EXTERNAL

HORIZONTAL CONTROL LINE

HEADLIGHT SIGHT DISTANCE

LENGTH OF CIRCULAR CURVE

LENGTH OF SPIRAL

LENGTH OF VERTICAL CURVE

CENTER CORRECTION OF VERTICAL CURVE

MAIN LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT ON LINE

PASSING SIGHT DISTANCE

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

RADIUS

SPIRAL TO CURVE

STOPPING SIGHT DISTANCE

SPIRAL TO TANGENT

STATION

TANGENT LENGTH

THEORETICAL GRADE LINE

TANGENT TO SPIRAL

VERTICAL CURVE

ELECTRIC

ELECTRIC MANHOLE

GAS

GUY POLE

GAS SERVICE BOX (HOUSE LINE)

GAS VALVE (MAIN LINE)

HYDRANT

LIGHT POLE

LOW PRESSURE GAS

POWER POLE

SANITARY SEWER

SANITARY MANHOLE

STORM SEWER

TELEPHONE

TRAFFIC CONTROL BOX

TELEPHONE BOX

TELEPHONE POLE

TELEPHONE MANHOLE

CABLE TELEVISION

WATER

WATER SERVICE BOX (HOUSE LINE)

WATER VALVE (MAIN LINE)

ALIGNMENT

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

AH

CP

DA

DM

DN

FH

PA

PH

PT

SP

B

C

D

F

K

W

X

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

BM

CC

CONC

CONST

CR

D

DM

DWY

EP

ES

FP

FD

FL

GAR

GR

HO

HWY

IP

MB

MON

N&W

OG

O/H

P

PAV'T

PE

PED POLE

p

POR

RR

RTE

ROW

FEE WO/A

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

EDGE OF PAVEMENT

EDGE OF SHOULDER

FENCE POST

FOUNDATION

FENCE LINE

GARAGE

GRAVEL

HOUSE

HIGHWAY

IRON PIN OR IRON PIPE

MAILBOX

MONUMENT

NAIL AND WASHER

ORIGINAL GROUND

OVERHEAD

PARCEL

PAVEMENT

PERMANENT EASEMENT

PEDESTRIAN POLE

PROPERTY LINE

PORCH

RAILROAD

ROUTE

RIGHT OF WAY

TOPOGRAPHY (MISCELLANEOUS)

RW

SH

SHLDR

RETAINING WALL

STATE HIGHWAY

SHOULDER

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

BB

BC

BO

CAP

CB

CIP

CMP

CP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

TG

VCP

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

AH

AZ

BK

b

BRG

c

CS

e

EQ

EXT

HCL

HSD

L

LS

LVC

E f

PC

PI

POL

PSD

PT

PVC

PVI

PVT

R

SC

SSD

ST

STA

T

TGL

TS

VC

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRMc

RP

TP

SQUARE FEET

GALLON

mi lb LB

MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

LF

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

N.T.S.

ABBREVIATIONS

LEGEND

LA-2

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S I G

N

C H

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K

E S

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T

D R

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DATE

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K

19553.003950.63

P

P R

E S

U T

T I

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

D A

T E

T I e l l s

D A

N

H e c t o r

D r a w i n g s

C o n s t r

P l a n

C o v e r I n d e x c p h l e g d g n

P

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T I

B

H Y

D E

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S C

H I L

L E

R R

S C

H I L

L E

R D

W E

L L

S

CITY OF ITHACA

C I T

Y O

F

ITHA

C

A ,N

.Y

IN

CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

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

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

NAMESTYLE

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P

MF_P

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD

MJLL

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

MPLA

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 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

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

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

STXL

DAM, COFFER

DAM, EARTHEN 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

SHOULD BE LABELED ON THE PLANS.

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

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

(0.015 in ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

HIGHWAYvBOUNDARY, W/OvACCESS

EASEMENT,vTEMPORARY, APPROX.

DISTRICT

JURISDICTION, HISTORIC

LOT LINE

JURIS., (GREAT, MILITARY)

PROPERTY LOT LINE, APPROX.

BAG CHECK

DAM, GRAVEL BAG/SAND

WETLAND, FEDERAL & STATE

DESCRIPTION

GUIDE RAIL, CONCRETEvBARRIER

ABBREVIATIONS

LEGEND

LA-3

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S I G

N

C H

E C

K

E S

T I

M A

T

D R

A F

T

C H

E C

K

J

N A

G E

R D

E S I

P E

R V I S

O R

SCALE

DATE

W

M c

C O

R M

IC

K

19553.003950.63

P

P R

E S

U T

T I

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

D A

T E

T I e l l s

D A

N

H e c t o r

D r a w i n g s

C o n s t r

P l a n

C o v e r I n d e x c p h l e g d g n

P

P R

E S

U T

T I

B

H Y

D E

R

S C

H I L

L E

R R

S C

H I L

L E

R D

W E

L L

S

CITY OF ITHACA

C I T

Y O

F

ITHA

C

A ,N

.Y

IN

CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

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

ATS

AST

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

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.

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

W

W

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

"XX" = 48, 60, 72, 96

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

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

MDL1P

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBCP

MHBP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TCBJ

TCBP

TCMC

TCPP

TCSH

TCSP

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

MJCP PT., JURIS. CITY

PT., CROSS CUT

TCBS

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

DSMTXX_P

MEPAP_P

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIOP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPI_P

ADPL_P

IDEFAULT

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

POINT OF C0MPOUND CURVATURE

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. CMPND CURVE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

VERTICAL LOW POINT

BASELINE, POINT

BASELINE, POINT ON LINE

BASELINE, SPUR POINT

BASELINE, TIE POINT

BSC

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

FEE ACQUISITION, SHAPE

MHBAP

MPBC PT., BUILDING CORNER

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

TYPE "XX"

STRUCTURE, MANHOLE,

STRUCTURE, RECT., TYPE "X"

TYPE "X"

STRUCTURE, RECT., WITH CURB

DST"X" P

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

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

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T FEE ACQUISITION W/O ACCESS

FEE ACQUISITION

COMM. VEH. ROAD TRANSCEIVER

E-ZPASS READER

MICROWAVE TRANSCEIVER

PORT. ACCOU. SPD &vCNT. 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

RES P

RGA

RGP

ELEVATION, SPOT

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

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

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

POINT, VERT., PHOTOGRAMMETRYCPSV

CPSM

CPH

S_P

SB_P

C

A

B FP

S

T

W

U

ROW MAPPING

TRAFFIC CONTROL

C

E

E

E

UTILITIES

ETRS_P

G

A

A

P

CDPD

C

C

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

R M

RWIS

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

RFM

NAMENAME NAME NAME

A

A

A

DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

PE

TE

TO

FEE WO/A

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

FEE

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

GB

SF

H/S

WIM

PRFB

CULV

DRAINAGE

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).

0 4 8 12 FT

5 TS-1

1/4" = 1'

TYPICAL SECTIONS

SIDEWALK

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S I G

N

C H

E C

K

E S

T I

M A

T

D R

A F

T

C H

E C

K

J

N A

G E

R D

E S I

P E

R V I S

O R

SCALE

DATE

W

M c

C O

R M

IC

K

19553.003950.63

P

P R

E S

U T

T I

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

D A

T E

T I e l l s

D A

N

H e c t o r

D r a w i n g s

C o n s t r

P l a n

T y p i c a l s c p h

T S t h r u

X

A L

T d g n

P

P R

E S

U T

T I

B

H Y

D E

R

S C

H I L

L E

R R

S C

H I L

L E

R D

W E

L L

S

CITY OF ITHACA

C I T

Y O

F

ITHA

C

A ,N

.Y

IN

CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

EXISTING GROUND

WESTBOUND

D

G E

P A

V E

M E

N T

EXISTING HMA PAVEMENT

NEW SIDEWALK

1.5% MAX.

1'-0"

(TYP.)

6" MIN.

EXISTING SUBBASE COURSE

(1:2 MAX.)

SLOPE VARIES

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

EXISTING GROUND

TRAVEL LANE

HECTOR STREET

SLOPE VARIES (1:2 MAX.)

TYPICAL SECTION

SCALE: ‚"v=v1'-0"

EXISTING HMA PAVEMENT,

EXISTING SUBBASE COURSE

ITEM 402.098203

1•" TOP HMA COURSE

ITEM 402.198903

2" BINDER HMA COURSE

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 402.378903

6" HMA BASE COURSE

ITEM 407.0102

TACK COAT

7"

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

NEW SIDEWALK

1.5% MAX.

ITEM 609.0203

GRANITE CURB

ITEM 418.760300

ASPHALT PAVEMENT JOINT ADHESIVE

ITEM 605.1502

POLYETHYLENE UNDERDRAIN PIPE,

6" PERFORATED, CORRUGATED

TO BE REMOVED UNDER ITEM 606.71

EXIST. W-BEAM GUIDE RAIL

EXISTING GROUND

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

TYPICAL SECTION

SCALE: ‚"v=v1'-0"

1vO Nv2

MAX.

ROUND

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

5'-0"

NEW SIDEWALK

1.5% MAX.

1'-0"

(TYP.)

6" MIN.

EXISTING SUBBASE COURSE

(1:2 MAX.)

SLOPE VARIES

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

EXISTING GROUND

SLOPE VARIES (1:2 MAX.)

TYPICAL SECTION

SCALE: ‚"v=v1'-0" v5'-0" v5'-0"

EXIST. SHOULDER

v5'-0"

EXIST. SHOULDER

LESS THAN 5' WIDTH

v2'-0"

MIN.

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 418.760300

ASPHALT PAVEMENT JOINT ADHESIVE

ITEM 402.098203

1•" TOP HMA COURSE

ITEM 402.198903

2" BINDER HMA COURSE

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 402.378903

6" HMA BASE COURSE

ITEM 407.0102

TACK COAT

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

12'-0"

STATION LINE

c

WESTBOUND

TRAVEL LANE

HECTOR STREET

12'-0"

STATION LINE

c v5'-0" v2'-0"

MIN.

SHOULDER WESTBOUND

TRAVEL LANE

HECTOR STREET

STATION LINE

c v0'-0"

VARIES TO

5'-0" &

TO 11'-0"

12'-0" & VARIES

BIKE LANE

BIKE LANE

CONCRETE SIDEWALK WITH TREE LAWN (UNCURBED)

AND SHOULDER REHABILITATION (UNCURBED)

CONCRETE SIDEWALK WITH TREE LAWN

ADJACENT CONCRETE SIDEWALK (CURBED)

v2'-0"

GRASS

v5'-0" MIN.

4'-0" & VARIES

TO 5'-0"

ITEM 609.0203

GRANITE CURB

1.5% MAX.

1'-0"

NEW SIDEWALK

ROUND

EXISTING GROUND

ITEM 609.0203

GRANITE CURB

1vONv4

5'-0" OR 6'-0"

1'-0"

STATION LINE

'SW'

STA. SWv21+86 TO STA. SWv26+52

STA. SWv17+99 TO STA. SWv20+41

STA. SWv13+18 TO STA. SWv15+26

STATION LINE

'SW'

STA. SWv20+41 TO STA. SWv21+86

STA. SWv15+26 TO STA. SWv17+99

STATION LINE

'SW'

STA. SWv53+61 TO STA. SWv56+42

STA. SWv45+16 TO STA. SWv52+39

STA. SWv35+09 TO STA. SWv43+90

NEW SIDEWALK

1.5% MAX.

6'-0"

WALL CAP UNIT

STATION LINE

'SW'

STATION LINE

'SW'

EXISTING GROUND

COST INCLUDED UNDER 554 ITEMS

6" LEVELING PAD COST INCLUDED UNDER 554 ITEMS

UNDERDRAIN & FILTER STONE

6" CORRUGATED PERFORATED

GRASS SWALE

GRASS SWALE

REFER TO DWG. NO. RW-1

FILL TYPE RETAINING WALL 'C'

NOTES:

PAVED IN THE SAME DAY, AND WHEN PLACING OVERLAY ON EXISTING PAVEMENT.

TACK COAT SHALL BE APPLIED BETWEEN ALL HOT MIX ASPHALT PAVEMENT COURSES UNLESS MULTIPLE LIFTS ARE

COURSE SUCH AS LONGITUDINAL, TRANSVERSE, CURBS, OR OTHER JOINTS BUTTING AGAINST THE NEW HMA PAVEMENT

ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE USED ON ALL VERTICAL FACES FOR ALL THE JOINTS ON THE TOP

REFER TO DWG. NO. MD-3 FOR UNDERDRAIN DETAIL.

VARIES VARIES

ITEM 605.0901

UNDERDRAIN FILTER TYPE 1,

ITEM 206.0201 &

TRENCH AND CULVERT EXCAVATION,

PAYMENT LIMITS FOR

EXISTING HMA PAVEMENT,SEE NOTE 4

SEE NOTE 4

ITEM 608.0101 (SEE NOTE 5)

(6" AT DRIVEWAYS)

4" CONCRETE SIDEWALK

ITEM 608.0101 (SEE NOTE 5)

(6" AT DRIVEWAYS)

4" CONCRETE SIDEWALK

ITEM 608.0101 (SEE NOTE 5)

(6" AT DRIVEWAYS)

4" CONCRETE SIDEWALK

CONTRACTOR SHALL BE USE FIBER REINFORCEMENT IN THE CONCRETE SIDEWALK.

SHALL MATCH EXISTING OR A.O.B.E.

ASPHALT PAVEMENT COURSE DEPTHS LISTED ARE MINIMUM REQUIREMENTS. PROPOSED ASPHALT PAVEMENT DEPTHS

5.

4.

3.

2.

1.

6 TS-2

1/4" = 1'

TYPICAL SECTIONS

SIDEWALK

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S I G

N

C H

E C

K

E S

T I

M A

T

D R

A F

T

C H

E C

K

J

N A

G E

R D

E S I

P E

R V I S

O R

SCALE

DATE

W

M c

C O

R M

IC

K

19553.003950.63

P

P R

E S

U T

T I

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

D A

T E

T I e l l s

D A

N

H e c t o r

D r a w i n g s

C o n s t r

P l a n

T y p i c a l s c p h

T S t h

A L

T d g n

P

P R

E S

U T

T I

B

H Y

D E

R

S C

H I L

L E

R R

S C

H I L

L E

R D

W E

L L

S

CITY OF ITHACA

C I T

Y O

F

ITHA

C

A ,N

.Y

IN

CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

12"

WALL CAP UNIT

F I

T

T A I N I

L L

2' MIN.

EXISTING GROUND

(1:1.5 MAX.)

SLOPE VARIES

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

EXISTING HMA PAVEMENT,

EXISTING SUBBASE COURSE

ITEM 402.098203

1•" TOP HMA COURSE

ITEM 402.198903

2" BINDER HMA COURSE

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 402.378903

6" HMA BASE COURSE

ITEM 407.0102

TACK COAT

7"

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

1.5% MAX.

ITEM 609.0203

GRANITE CURB

ITEM 418.760300

ASPHALT PAVEMENT JOINT ADHESIVE

ITEM 605.1502

POLYETHYLENE UNDERDRAIN PIPE,

6" PERFORATED, CORRUGATED

TYPICAL SECTION

SCALE: ‚"v=v1'-0" v2'-0"

MIN.

SHOULDER

WESTBOUND

TRAVEL LANE

HECTOR STREET

STATION LINE

c v0'-0"

VARIES TO

5'-0" &

TO 11'-0"

12'-0" & VARIES

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

EXISTING HMA PAVEMENT,

EXISTING SUBBASE COURSE

ITEM 402.098203

1•" TOP HMA COURSE

ITEM 402.198903

2" BINDER HMA COURSE

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 407.0102

TACK COAT

7"

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

NEW SIDEWALK

1.5% MAX.

ITEM 609.0203

GRANITE CURB

ITEM 418.760300

ASPHALT PAVEMENT JOINT ADHESIVE

ITEM 605.1502

POLYETHYLENE UNDERDRAIN PIPE,

6" PERFORATED, CORRUGATED

EXISTING GROUND

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

TYPICAL SECTION

SCALE: ‚"v=v1'-0"

1vONv4

MAX.

ROUND

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

v5'-0" v2'-0"

MAX.

WESTBOUND

TRAVEL LANE

HECTOR STREET

STATION LINE

c

4% MAX.

LAWN

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

1'-0"

(TYP.)

6" MIN.

CONCRETE SIDEWALK WITH TREE LAWN (CURBED)

ADJACENT CONCRETE SIDEWALK WITH RETAINING WALL (CURBED)

v5'-0" v2'-0"

NEW SIDEWALK

v3'-0" v2'-0" OR 5'-0"

EXISTING GROUND

EXISTING SUBBASE COURSE

(1:2 MAX.)

SLOPE VARIES

TYPICAL SECTION

SCALE: ‚"v=v1'-0" v4'-0" v2'-0"

MIN.

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 418.760300

ASPHALT PAVEMENT JOINT ADHESIVE

ITEM 402.098203

1•" TOP HMA COURSE

ITEM 402.198903

2" BINDER HMA COURSE

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 402.378903

6" HMA BASE COURSE

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

EASTBOUND

TRAVEL LANE

HECTOR STREET

12'-0"

STATION LINE

c

ITEM 407.0102

TACK COAT

SHOULDER

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

2'-0"

2% v3'-0"

MIN.

ITEM 203.03

PAYMENT LINES FOR EMBANKMENT IN PLACE

(AT CURVE MODIFICATIONS)

PAVEMENT WIDENING WITH HOT MIX ASPHALT CURB

(INCLUDED UNDER ITEM 609.2202)

APPLY TACK COAT OF EMULSIFIED ASPHALT

SUBBASE

BASE

BINDER

TOP

4"

4"

NOT TO SCALE

6"

1'-2"

ITEM 607.91000011

PEDESTRIAN HANDRAIL

ITEM 606.11

BOX BEAM MEDIAN BARRIER

EXIST. W-BEAM GUIDE RAIL

TO BE REMOVED UNDER ITEM 606.71

554 ITEMS

COST INCLUDED UNDER

6" LEVELING PAD

554 ITEMS

COST INCLUDED UNDER

SELECT BACKFILL

554 ITEMS

COST INCLUDED UNDER

PERFORATED UNDERDRAIN

6" CORRUGATED

554 ITEMS

COST INCLUDED UNDER

FILTER STONE

R E

F

G

N O

R W

RETAINING WALL

FILL TYPE

STATION LINE

'SW'

STA. SWv56+42 TO STA. SWv58+32

STA. SWv26+52 TO STA. SWv35+09

TO BE PAID UNDER ITEM 609.0203

6" CLASS C CONCRETE BASE COURSE

STA. SWv52+39 TO STA. SWv53+61

STA. SWv43+90 TO STA. SWv45+16

STA. 52+76 TO STA. 55+59

STA. 30+13 TO STA. 43+90

11'-0"STATION LINE

'SW'

HMA

ITEM 608.020102 (TYP.)

3" VEGETATION CONTROL STRIP

TYPICAL HMA EDGE DETAIL

TO 8%

VARIES

2% &

ITEM 608.020102

3" VEGETATION CONTROL STRIP

17'-0" & vVARIES TO 14'-0"

4"

609-03

ITEM 609.2202. REFER TO NYSDOT STANDARD SHEET

UNPAINTED HOT MIX ASPHALT CURB (VERTICAL FACED)

NOTES:

PAVED IN THE SAME DAY, AND WHEN PLACING OVERLAY ON EXISTING PAVEMENT.

TACK COAT SHALL BE APPLIED BETWEEN ALL HOT MIX ASPHALT PAVEMENT COURSES UNLESS MULTIPLE LIFTS ARE

COURSE SUCH AS LONGITUDINAL, TRANSVERSE, CURBS, OR OTHER JOINTS BUTTING AGAINST THE NEW HMA PAVEMENT

ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE USED ON ALL VERTICAL FACES FOR ALL THE JOINTS ON THE TOP

REFER TO DWG. NO. MD-3 FOR UNDERDRAIN DETAIL.

VARIES

VARIES VARIES

ITEM 605.0901

UNDERDRAIN FILTER TYPE 1,

ITEM 206.0201 &

TRENCH AND CULVERT EXCAVATION,

PAYMENT LIMITS FOR

ITEM 605.0901

UNDERDRAIN FILTER TYPE 1,

ITEM 206.0201 &

TRENCH AND CULVERT EXCAVATION,

PAYMENT LIMITS FOR

SEE NOTE 4EXISTING HMA PAVEMENT, vvvvvvvvvvvvvvvvvv

SEE NOTE 4

SEE NOTE 4

CONTRACTOR SHALL USE FIBER REINFORCEMENT IN THE CONCRETE SIDEWALK.

SHALL MATCH EXISTING OR A.O.B.E.

ASPHALT PAVEMENT COURSE DEPTHS LISTED ARE MINIMUM REQUIREMENTS. PROPOSED ASPHALT PAVEMENT DEPTHS

5.

4.

3.

2.

1.

ITEM 608.0101 (SEE NOTE 5)

4" CONCRETE SIDEWALK

ITEM 608.0101 (SEE NOTE 5)

(6" AT DRIVEWAYS)

4" CONCRETE SIDEWALK

7 TS-3

1/4" = 1'

TYPICAL SECTIONS

SIDEWALK

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

TYPICAL SECTION

SCALE: ‚"v=v1'-0"

EXISTING LAWN

5'-0" MIN.

EXISTING HMA PAVEMENT

EXISTING SUBBASE COURSE

EXISTING GRANITE CURB

EXIST. SIDEWALK

5'-0"

1.5% MAX.

(TYP.)

6" MIN.

(TYP.)

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

TO BE REMOVED

SHARED-USE PATH

8'-0"

NEW SIDEWALK

ROUND 4' V.C.

2'-0"

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

SLOPE VARIES (1:3 MAX.)

TYPICAL SECTION

SCALE: ‚"v=v1'-0"

EXISTING HMA PAVEMENT

EXISTING SUBBASE COURSE

WESTBOUND

1.5% MAX.

TO BE REMOVED

SHARED-USE PATH

NEW SIDEWALK

ITEM 304.12

6" SUBBASE COURSE, TYPE 2

ITEM 203.02

EXCAVATION AND DISPOSAL

PAYMENT LIMITS OF UNCLASSIFIED

EXIST. SIDEWALK EXISTING LAWN

EXISTING GRANITE CURB TO REMAIN

2'-8"

EXIST. BOX BEAM GUIDE RAIL

ITEM 606.11

BOX BEAM MEDIAN BARRIER

MIN.

TO BE REMOVED UNDER ITEM 606.73

(TYP.)

6" MIN.

ITEM 608.020102

3" VEGETATION CONTROL STRIP

1'-0"

ROUND

VARIES TO 4'-0"

8'-0" &

1v ONv

MAX.

& TURF ESTABLISHMENT, ITEM 610.1602

4" TOPSOIL, ITEM 610.1403

TRAVEL LANE

HECTOR STREET

WESTBOUND

TRAVEL LANE

HECTOR STREET

SHARED-USE PATH SIDEWALK WITH TREE LAWN

SHARED-USE PATH SIDEWALK

EXISTING RETAINING WALL

ITEM 203.03

EMBANKMENT IN PLACE

PAYMENT LINES FOR

STA. SUP 81+33 TO STA. SUP 82+58

STA. SUP 77+91 TO STA. SUP 81+33

UNDER ITEM 203.02

TO BE REMOVED

EXISTING METAL HANDRAIL

TO BE REMOVED UNDER ITEM 203.02

ITEM 608.0101 (SEE NOTE 1)

4" CONCRETE SIDEWALK

ITEM 608.0101 (SEE NOTE 1)

4" CONCRETE SIDEWALK

NOTES:

CONTRACTOR SHALL USE FIBER REINFORCEMENT IN THE CONCRETE SIDEWALK.1.

8 GN-1

GENERAL NOTES

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

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CORPORATED

PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

GENERAL NOTES

(3) WORK DAYS PRIOR TO WORKING WITHIN THE STATE RIGHT-OF-WAY.

ON THE STATE OWNED PORTION OF THE PROJECT. NOTIFY THE REGIONAL PERMIT ENGINEER (315-428-4382) AT LEAST THREE

A NYSDOT HIGHWAY WORK PERMIT THROUGH THE REGIONAL OFFICE WILL BE REQUIRED FOR WORK WITHIN THE STATE RIGHT-OF-WAY

AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE BID PRICES FOR THOSE ITEMS.

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL AREA

ALL TREE REMOVAL WITHIN THE PROJECT LIMITS SHALL BE COMPLETED BETWEEN OCTOBER 1 TO MARCH 31.

INCLUDED IN ITEM 201.06, CLEARING AND GRUBBING, TYP.

REMOVAL OF ALL TREES, BRUSH, GROUND COVER, ETC. WITHIN THE PROJECT LIMITS NOT LISTED IN THE TREE REMOVAL TABLE SHALL BE

CONTRACT.

COMPLYING WITH THE UTILITY OWNER'S REQUIREMENTS. SUCH COSTS SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THE

AND ANY OTHER REQUIREMENTS OF THE UTILITY OWNER. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THE COST INCURRED DUE TO

THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY OWNERS AND SCHEDULE WORK IN A MANNER AS TO COMPLY WITH SHUT DOWN TIMES

RESTORED.

SERVICE, THEY SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CEASE WORK OPERATIONS UNTIL SERVICE IS

THIS CONTRACT. IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING AN INTERRUPTION IN SAID

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES ENCOUNTERED IN THE WORK COMPLETED UNDER

WORK, BY CALLING DIG SAFELY NEW YORK, AT 811.

RESPECTIVE UTILITY COMPANY. CONTRACTOR IS TO REQUEST UTILITY STAKE OUT MINIMUM OF 48 HOURS IN ADVANCE OF COMMENCING ANY

IT IS RESPONSIBILITY OF CONTRACTOR TO HAVE LOCATION OF ALL EXISTING UTILITIES LOCATED WITHIN WORK AREA VERIFIED BY

SURVEY DATA AND IN CONJUNCTION WITH RECORD MAPPING SUPPLIED BY RESPECTIVE UTILITY COMPANY. BEFORE COMMENCING ANY WORK, ONLY, AND ARE NOT GUARANTEED TO BE ACCURATE OR COMPLETE. ALL EXISTING UTILITIES SHOWN WERE PLOTTED FROM FIELD SURFACE

LOCATIONS OF EXISTING UTILITIES BOTH ABOVE GROUND AND BELOW GROUND THAT ARE SHOWN IN CONTRACT DRAWINGS ARE APPROXIMATE

FREE FLOWING FOR THE DURATION OF THE CONTRACT, A.O.B.E.

ALL DRAINAGE SYSTEMS, INCLUDING PIPES, AND DRAINAGE STRUCTURES, WITHIN THE PROJECT LIMITS SHALL BE KEPT CLEAN AND

WORK EFFICIENTLY WITH FULL KNOWLEDGE OF ANY POTENTIAL DRAINAGE PROBLEMS.

THE CONTRACTOR SHALL BECOME FAMILIARIZED WITH DRAINAGE CHARACTERISTICS OF THE AREA SO THAT THEY MAY PROGRESS THE

ROADWAYS MUST BE KEPT CLEAN OF MUD AND DEBRIS AT ALL TIMES.

THE PROPERTY.

DISPOSAL OF SPOILS, AND/OR STAGING AREAS, PROVIDE A COPY OF EACH WRITTEN RELEASE TO THE ENGINEER PRIOR TO ACCESSING

OBTAIN A WRITTEN RELEASE FROM ANY PROPERTY OWNER WHO GRANTS THE CONTRACTOR ACCESS TO THE PROPERTY FOR STORAGE, MATERIALS, EQUIPMENT, AND VEHICLES SHALL NOT BE STORED OR PARKED WITHIN THE HIGHWAY BOUNDARY. THE CONTRACTOR SHALL

BOUNDARY.

OWNERS. DURING THE COURSE OF CONSTRUCTION, MINOR GRADING, DRIVEWAY, AND ROAD WORK MAY BE REQUIRED OUTSIDE THE HIGHWAY

WHERE WORK OUTSIDE THE HIGHWAY BOUNDARY IS REQUIRED, THE CONTRACTOR SHALL OBTAIN A "GRADING RELEASE" FROM THE PROPERTY

AT NO ADDITIONAL COST.

BY THE CONTRACTOR OR HIS REPRESENTATIVES OUTSIDE THESE LIMITS SHALL BE REPAIRED IN KIND TO THE SATISFACTION OF THE CITY

THE MAJORITY OF WORK SHALL BE CONDUCTED WITHIN THE HIGHWAY BOUNDARY AND RELEASES SHOWN ON THE PLANS. ANY DAMAGE CAUSED

REPLACED BY NYS LICENSED SURVEYOR, AT CONTRACTOR'S EXPENSE.

MONUMENTS OR PROPERTY CORNERS THAT ARE DISTURBED BY CONTRACTOR'S OPERATIONS DURING CONSTRUCTION OF PROJECT ARE TO BE

ALL RIGHT-OF-WAY MONUMENTS AND PROPERTY CORNERS ARE TO BE PROTECTED, SAFEGUARDED AND PRESERVED. ALL RIGHT-OF-WAY

REGULATIONS FOR CONSTRUCTION (OSHA).

THE CONTRACTOR SHALL PERFORM ALL WORK IN COMPLIANCE WITH TITLE 29 OF FEDERAL REGULATIONS, PART 1926, SAFETY AND HEALTH

NYSDOT STANDARD SPECIFICATIONS, THESE PLANS, AND AS ORDERED BY THE RESIDENT ENGINEER.

WORK ZONE TRAFFIC CONTROL MUST COMPLY WITH THE CURRENT NATIONAL MUTCD WITH NYS SUPPLEMENT, SECTION 619 OF THE CURRENT

DOCUMENTS".

BULLETINS, AND ENGINEERING INSTRUCTIONS DISTRIBUTED BY NYSDOT EXCEPT AS MODIFIED BY THE "CONSTRUCTION CONTRACT

THE CONTRACTOR SHALL FOLLOW THE PROVISIONS OF THE NYSDOT STANDARD SPECIFICATIONS, LATEST REVISION, ALL ADDENDA

17.

16.

15.

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

9 QU-1

QUANTITIES

ESTIMATE OF

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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Rochester, NY 14620

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PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

10 WZ-1

NOTES

TRAFFIC CONTROL

WORK ZONE

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

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19553.003950.63

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[F] erdmananthony.com

145 CULVER ROAD, SUITE 200

Rochester, NY 14620

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PROJECT

COMPLETE STREETS

HECTOR STREET

12/9/19

DECEMBER 2019

GENERAL NOTES

2.

1.

5.

4.

3.

2.

1.

3.

2.

1.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

1.

2.

1.

5.

4.

3.

2.

1.

3.

2.

1.

1.

1.

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

CONSTANT USE OF A FLAGGERS HAND. THE COST FOR REQUIRED COMMUNICATION EQUIPMENT

EMPLOYED, ANY RADIO EQUIPMENT USED SHOULD BE OF A TYPE WHICH DOES NOT REQUIRE

TWO-WAY RADIOS, WALKIE TALKIES, FLAGS OR TOKEN CARRIED BY MOTORISTS, MAY BE

SIGNALS, COMMUNICATION EQUIPMENT WILL BE NECESSARY. DEVICES SUCH AS INTERCOMS,

WHERE FLAGGERS ARE UNABLE TO COORDINATE THEIR ACTIONS BY USING VOICE OR VISUAL

FLAGGER NEEDS TO BE VISIBLE TO OTHER TRAFFIC OR MUST C0MMUNICATE WITH DRIVERS.

FLAGGER SHOULD MOVE INTO A LANE ONLY AFTER TRAFFIC HAS STOPPED AND ONLY IF THE

TRAFFIC HAS SUFFICIENT DISTANCE TO STOP BEFORE ENTERING THE WORK SPACE. THE

STATION SHALL BE LOCATED FAR ENOUGH AHEAD OF THE WORK SPACE SO THAT APPROACHING

GATHER OR WHERE THE FLAGGER'S VEST WOULD NOT CONTRAST WITH THE BACKGROUND. THE

SHOULD NOT BE LOCATED IN LANES BEING USED BY MOVING TRAFFIC, WHERE WORKERS

FREE OF PARKED VEHICLES, EQUIPMENT OR OTHER OBSTACLES. THE FLAGGING STATION

AT ALL TIMES, THE CONTRACTOR SHALL PROVIDE FLAGGERS WITH A CLEAR ESCAPE PATH,

FLAGGER SIGNS SHALL NOT BE VISIBLE WHEN FLAGGERS ARE NOT BEING USED.

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

INTRUSIONS.

FLAGGERS SHALL BE PROVIDED WITH HAND HELD AUDIBLE ALARMS TO WARN OF VEHICLE

OF THE STANDARD SPECIFICATIONS.

FLAGGING OPERATIONS FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH SECTION 619

REFLECTORIZED PAVEMENT MARKING PAINTS.

PARAGRAPH WILL BE PAID FOR UNDER THE APPROPRIATE 640 SERIES ITEM -

ORDERED BY THE ENGINEER. PAVEMENT MARKINGS APPLIED AS INDICATED IN THIS

OBLITERATED BY THE OPERATION OF UTILITY COMPANIES SHALL BE MAINTAINED AS

SYMBOLS WILL BE RE-APPLIED AS NECESSARY, AOBE. PAVEMENT MARKINGS THAT HAVE BEEN

FOR WORK UNTIL LATER PHASES OF CONSTRUCTION. EXISTING MARKINGS, LETTERS AND

DIRECTLY AFTER WINTER SHUTDOWN AND/OR RE-STRIPING AREAS THAT ARE NOT SCHEDULED

INCLUDE, BUT NOT BE LIMITED TO RE-STRIPING THE EXISTING ROADWAY PRIOR TO OR

SHALL BE MAINTAINED AND RE-STRIPED IF REQUIRED BY THE ENGINEER. THIS MAY

EXISTING PAVEMENT MARKINGS OUTSIDE OF PREVIOUSLY DISTURBED CONSTRUCTION ZONES

NO ADDITIONAL PAYMENT FOR THIS WORK EXCEPT AS NOTED IN SECTION 619.

MARKINGS HAVE BEEN OBLITERATED BY THE CONTRACTOR'S OPERATIONS. THERE WILL BE

OUTSIDE OF PREVIOUSLY DISTURBED CONSTRUCTION ZONES, WHERE EXISTING PAVEMENT

REQUIRED, PRIOR TO AND JUST AFTER WINTER SHUT-DOWN PERIODS ISOLATED AREAS

OR COULD POTENTIALLY MISGUIDE MOTORISTS. THIS SHALL INCLUDE REAPPLYING, IF

WHERE THE ENGINEER DETERMINES THE MARKINGS ARE NOT CLEAR, NO LONGER EFFECTIVE

MAINTENANCE OF TEMPORARY OR INTERIM MARKINGS SHALL INCLUDE REMARKING AREAS

BY THE ENGINEER.

TECHNIQUES FOR REMOVAL OR COVERING OF PAVEMENT MARKINGS ARE SUBJECT TO APPROVAL

STANDARD SPECIFICATIONS AND THE NYSDOT STANDARD SHEET 619-01.

PLANS OR A.O.B.E. AND IN ACCORDANCE WITH SECTION 619-3.12 OF THE NYSDOT

TEMPORARY CONCRETE BARRIER SHALL BE INSTALLED AT THE LOCATIONS SHOWN ON THE

STANDARD SPECIFICATIONS.

DROP OFF PROTECTION SHALL BE PROVIDED PER SECTION 619-3.02K OF THE NYSDOT

619-3.02E OF THE NEW YORK STATE STANDARD SPECIFICATIONS.

GUIDE RAILING ENDS FOR BRIDGE RAILING SHALL BE TERMINATED AS PER SECTION

4' IN LENGTH WITH TWO FLASHING WARNING LIGHTS, TYPE A LOW INTENSITY. EXPOSED

VERTICAL PANELS ARE LEFT OVERNIGHT THEY SHALL BE PRECEDED BY TYPE III BARRICADE

NEW GUIDE RAIL IS INSTALLED OR THE SLOPE FLATTENING WORK IS COMPLETED. IF

THEY SHALL BE PLACED AT 20' INTERVALS. THEY SHALL BE LEFT IN PLACE UNTIL THE

OR DRUMS IN ACCORDANCE WITH SECTION 6F.66 AND 6F.67 OF THE NATIONAL MUTCD.

WHENEVER GUIDE RAIL IS REMOVED, THE CONTRACTOR SHALL INSTALL VERTICAL PANELS

BE INCLUDED IN THE PRICE BID FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL.

AS SECTION 619-3.01 J IN STANDARD SPECIFICATIONS. THE COST OF THIS WORK SHALL

ALL FREE ENDS OF GUIDE RAIL SHALL BE TEMPORARILY TERMINATED IN THE SAME METHOD

OF SECTION 108-3 OF THE STANDARD SPECIFICATIONS FOR EACH CALENDAR DAY.

ADDITION, LIQUIDATED DAMAGES WILL BE ASSESSED AT THE RATE SHOWN IN TABLE 108-1

FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL FOR EACH CALENDAR DAY. IN

POSSIBLE WITHIN A ONE DAY PERIOD. FAILURE TO COMPLY WILL RESULT IN NONPAYMENT

OPERATIONS SUCH THAT THE GUIDE RAIL PROTECTION SHALL BE RESTORED AS SOON AS

REPLACING OR RESETTING GUIDE RAIL, THE CONTRACTOR SHALL SCHEDULE WORK

IN THOSE AREAS WHERE GUIDE RAIL IS TEMPORARILY REMOVED FOR THE PURPOSE OF

EVERY FIFTH DEVICE.

BE PROVIDED BETWEEN CHANNELIZING DEVICES, NOT TO EXCEED THE DELINEATION OF

WHERE NECESSARY TO PERMIT INGRESS OR EGRESS BY CONSTRUCTION VEHICLES, A GAP MAY

SHALL BE REPLACED.

DEVICES DETERIORATE OVER TIME, THOSE THAT FALL BELOW THE MARGINAL CATEGORY

AMERICAN TRAFFIC SAFETY SERVICE ASSOCIATION (ATSSA). AS THE CONDITION OF

ACCEPTABLE CONDITION AS DEFINED BY THE GUIDELINES PAMPHLET DEVELOPED BY THE

ALL TRAFFIC CONTROL DEVICES INITIALLY FURNISHED FOR THIS PROJECT SHALL BE IN

THE PLANS.

PROVIDE A MINIMUM 2' CLEARANCE TO THE TRAVELED WAY UNLESS OTHERWISE SHOWN ON

WHERE POSSIBLE ALL DELINEATION AND GUIDING DEVICES ARE TO BE PLACED SO AS TO

TRAFFIC.

BALLAST SHALL BE PROVIDED TO ENSURE THAT DEVICES ARE NOT DISLODGED BY PASSING

THROUGHOUT THE WORK ZONE TO RESET DEVICES DISLODGED BY TRAFFIC. ADEQUATE

THE CONTRACTOR IS RESPONSIBLE FOR FREQUENT CHECKS OF THE CHANNELIZING DEVICES

THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.

DELINEATION AND GUIDING DEVICES AT OR NEAR INTERSECTIONS SHALL BE PLACED SO

FOR BASIC WORK TRAFFIC CONTROL.

DURING NON-WORKING HOURS. THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE

CONTROL DEVICES SHALL BE USED TO DELINEATE THE DRIVEWAY AND TO CONTROL ACCESS

APPROPRIATE FOR THE CIRCUMSTANCE, AOBE. PLASTIC DRUMS OR OTHER APPROVED TRAFFIC

SHALL CONSIST OF CRUSHED STONE OR ASPHALT CONCRETE, WHICHEVER IS DEEMED MORE

RESIDENTIAL AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA. THE MATERIAL

SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM

ACCESS PROPERTIES, ONLY ONE DRIVEWAY MAY BE CLOSED AT A TIME.

COMMERCIAL DRIVEWAYS AT ALL TIMES WHEN A FACILITY IS IN USE. FOR MULTIPLE

SHALL BE RESTORED WITHIN 24 HOURS. THE CONTRACTOR SHALL MAINTAIN ACCESS TO

THE CONTRACTOR AT LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVE. ACCESS

PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED BY

OPEN LANES.

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

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

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

DISTANCE.

GUIDE RAIL/ BARRIER SHALL BE PARKED BEYOND THE GUIDE RAIL/ BARRIER DEFLECTION

WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES. VEHICLES PARKED BEHIND

THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER

BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES. VEHICLES BELONGING TO

CONTRACTORS EMPLOYEES SHALL NOT BE PARKED IN A MANNER WHICH OBSTRUCTS SIGNS,

HAZARDOUS BY THE ENGINEER. VEHICLES BELONGING TO THE CONTRACTOR OR THE

THE ROADWAY WHERE PARKING IS NOT NORMALLY PERMITTED, OR ANY OTHER AREAS DEEMED

SHALL NOT BE PARKED WITHIN THE CLEAR ZONE, ON THE PAVEMENT OR SHOULDERS ALONG

VEHICLES OR EQUIPMENT BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES

CONTROL IS MAINTAINED.

COMPANIES, OR MUNICIPALITIES IN ORDER TO ENSURE PROPER WORK ZONE TRAFFIC

THE CONTRACTOR SHALL COORDINATE ANY WORK WITH OTHER CONTRACTORS, UTILITY

UNLESS OTHERWISE STATED.

BE INCLUDED IN THE PRICE BID FOR ITEM 619.01 BASIC WORK ZONE TRAFFIC CONTROL

ALL WORK REQUIRED BY THESE NOTES AND THE WORK ZONE TRAFFIC CONTROL PLANS SHALL

COORDINATE WITH PROPERTY OWNERS.

CONTRACTOR MUST MAINTAIN ACCESS TO ADJACENT PROPERTIES. CONTRACTOR WILL

FOR ADVANCE SIGNING ON ALL APPROACHES, REFER TO DWG. NO. WZ-3.

FEATURES IN A MANNER TO PROVIDE POSITIVE DRAINAGE AT ALL TIMES.

THE CONTRACTOR SHALL MAINTAIN THE PROJECT AREA AND ALL SURFACE DRAINAGE

TO IMPLEMENTATION OF SUCH REVISIONS.

MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL THIRTY (30) WORKING DAYS PRIOR

ALTER THE BASIC CONCEPT OF THE TRAFFIC CONTROL PLAN. SUCH CONCEPTUAL CHANGES

THE PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT

THE TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL FIVE (5) WORKING DAYS PRIOR TO

THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO

ALL ROADWAY SURFACES ARE TO BE KEPT CLEAR OF MUD AND DEBRIS AT ALL TIMES.

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

CONTROL DEVICES WHETHER PERMANENT, TEMPORARY OR CONSTRUCTION, AOBE. THE COST

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

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

WEEDS, SHRUBBERY, CONSTRUCTION MATERIALS, EQUIPMENT, VEHICLES OR WORKERS SHALL

REGARDLESS OF VARYING CONDITIONS.

TRAFFIC CONTROL DEVICES SHALL BE KEPT IN PROPER POSITION, CLEAN, AND LEGIBLE,

INDICATED DEFICIENCY, AOBE.

MAINTAINED WITHIN A WORK ZONE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE

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

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

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

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

WORK.

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

LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS, BARRIERS, DELINEATION

ZONE TRAFFIC CONTROL, AOBE, SHALL BE COMPLETE. THIS INCLUDES BUT IS NOT

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

MINIMUM STANDARDS.

STANDARDS OF APPLICATION NOTED THEREIN AND ON THE PLANS ARE TO BE CONSIDERED

SPECIFIED IN THE PLANS, THE PROVISIONS OF PART 6 OF THE MUTCD SHALL APPLY. THE

FOR TYPICAL APPLICATIONS OF TRAFFIC CONTROL DEVICES IN CONSTRUCTION AREAS NOT

THE ENGINEER (AOBE).

CONTROL DETAILS IN THE PLANS AND PROPOSAL OF THIS CONTRACT, AND AS ORDERED BY

THE NEW YORK STATE SUPPLEMENT TO THE NATIONAL MUTCD, THE WORK ZONE TRAFFIC

SPECIFICATIONS, THE NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE CURRENT NYSDOT STANDARD

THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT IN

WORK AREA

CONSTRUCTION VEHICLES AND EQUIPMENT

PUBLIC ACCESS

GUIDE RAIL WORK

DELINEATION AND GUIDING DEVICES

SIGNS TIME RESTRICTIONS / SEASONAL RESTRICTIONS

FLAGGERS

PAVEMENT MARKINGS

TEMPORARY CONCRETE BARRIER

DROP OFF PROTECTION

SUCH TIME AS THEY ARE REPLACED.

CONTRACTOR MUST MAINTAIN ALL EXISTING REGULATORY, WARNING & PARKING SIGNS UNTIL

PROVIDE VISIBLE DESTINATION SIGNING IN ACCORDANCE WITH THE MUTCD AT ALL TIMES.

THE CONTRACTOR SHALL RELOCATE STREET NAME AND DESTINATION SIGNS AS NECESSARY TO

ANY DIRECTION, REGARDLESS OF THE ORIENTATION OF THE SIGN.

TRAFFIC BARRIER. THE FACES OF STORED SIGNS SHALL NOT BE VISIBLE TO TRAFFIC IN

DELINEATE THE HAZARD. NO SIGN SUPPORTS SHALL BE LEANED AGAINST OR OVERHANG

ANY SIGN THAT IS LAID FLAT SHALL HAVE A CONE PLACED IN ADVANCE OF THE SIGN TO

BE LAID FLAT SUCH THAT NO PART OF THE SUPPORT IS MORE THAN 4" ABOVE THE GROUND.

ON THE ROADWAY, OR ANY AREA THAT MAY BE TRAVERSABLE BY AN ERRANT VEHICLE, SHALL

LANES, SHOULDERS OR SIDEWALKS AT ANY TIME. ALL TEMPORARY SIGN SUPPORTS STORED

THE REQUIREMENTS OF NCHRP 350. NO SIGNS OR SUPPORTS SHALL BE STORED ON TRAVEL

SIGN SUPPORTS SHALL CONFORM TO STANDARD SHEET 619-04 OR BE CERTIFIED TO MEET

MOTORIST'S LINE OF SIGHT.

SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A

APPROXIMATE. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE ENGINEER.

TRAFFIC CONTROL PLANS AND DETAILS, FOUND IN THE CONTRACT DOCUMENTS, ARE

ALL TIMES AS SPECIFIED BY THE MUTCD. THE LOCATION OF THE SIGNS SHOWN ON THE

THE CORRECT SPACING, SEQUENCE AND LOCATION OF THE SIGNS SHALL BE MAINTAINED AT

THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL.

TRAFFIC CONTROL PURPOSES, NOT ALREADY SHOWN ON THE PLANS, SHALL BE INCLUDED IN

THE MODIFICATION, RELOCATION OR ADJUSTMENT OF EXISTING SIGNS FOR BASIC WORK

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

LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT. THIS WORK SHALL BE

APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR

SHALL RELOCATE OR COVER…