PIN 3755.93_Ellis Hollow Rd Final Plans.pdf

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:

p t r a n

BRIDGES CULVERTSPIN

J O

B

M A

N A

G E

R D

E S I G

N

S U

P E

R V I S

O R

COUNTY:

P R

O J

E C

T

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I L

S

R

D A

T E

T I

CONTRACT NUMBER

DRAWING NUMBER

NUMBER

SHEET

INDEX AND ABBREVIATIONS

ELLIS HOLLOW ROAD C.R.-110

TOWN OF ITHACA

REGION: 3

3755.93

PS&E DATE

GT-01TITLE SHEET1

2 IND-01

TYPICAL SECTION9 TYP-01

INDEX OF DRAWINGS

DESCRIPTION

ON:

AFFIX SEAL:

OF NEW

YO

R K

ET

A

T S

L I C

E N S E D

PROFESSIONAL

N E

G I N

E E

R

J A

M

ES

F.MORRISS

E Y

ON

07851

EXCELSIO

R

ON:

ALTERED BY:

DRAWING NO.

SHEET NO.

IND-01

INDEX AND ABBREVIATIONS

3-4 LEGEND LINE SYMBOLOGY & LEGEND POINT SYMBOLOGY LEG-01 TO LEG-02

GENERAL NOTES & ESTIMATE OF QUANTITIES GEN-015

GNP-01 TO GNP-0910-18

WORK ZONE TRAFFIC CONTROL NOTES

WORK ZONE TRAFFIC CONTROL NOTES

WZP-016

7-8 WZP-02 TO WZP-03

19-26 PROFILES PRO-01 TO PRO-08

GENERAL PLANS

LINE SYMBOLOGY

LEGEND

6.

5.

4.

3.

2.

1.

HAVE CORRESPONDING EXISTING FEATURES.

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

BE LABELED ON THE PLANS.

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

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

DRAWINGS).

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

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

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

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AC

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CB

CBPR

DCP

DCP_P

DDG_P

DDP_P

DDS_P

DFL_P

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

CULVERT PIPE (DIR)

CULVERT PIPE

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWAA_P

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

WETLAND, ADJACENT AREA

FENCE, VEGETATION

FENCE, SILT

EDMEC_P

EDMPC_P

EDMSC_P

LABL

LAHR

LAPB

LAWA

LAWE

LFILL_P

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FILL LIMIT

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RG

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

UC

TRANSITION CONTROL

SIGNS

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

DSSD SLOTTED DRAIN

STB*

EWF

STYLE NAME DESCRIPTION

BRIDGE

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

DESCRIPTIONNAMESTYLE

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P EASEMENT. TEMPORARY, APPROX.

MF_P

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

MHB

MHBA HIGHWAY BOUNDARY, APPROX.

MHBW HWY BOUNDARY, FACE OF WALL

MHBWOA HIGHWAY BOUNDARY, W/O ACCESS

MJC JURISDICTION, CITY

MJCY JURISDICTION, COUNTY

MJHD JURISDICTION, HISTORIC DISTRICT

MJLL JURIS., (GREAT, MILITARY) LOT LINE

MJN JURISDICTION, NATION

MJPB JURISDICTION, PUBLIC LANDS

MJS JURISDICTION, STATE

MJT JURISDICTION, TOWN

MJV JURISDICTION, VILLAGE

MPL PROPERTY LOT LINE

PROPERTY LOT LINE, APPROXIMATEMPLA

MSL SUB LOT LINE

ROADWAY

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

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

CONTRACT NUMBER

SHEET NO.

REGION:

p t r a n

J

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

F I

S

A

T E

T I

C&S Engineers, Inc.

www.cscos.com

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

C&S Engineers, Inc.

www.cscos.com

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

ELLIS HOLLOW ROAD C.R.-110

TOWN OF ITHACA

PS&E DATE

3755.93

PIN

REGION: 3

ON:

AFFIX SEAL:

OF NEW

YO

R K

ET

A

T S

L I C

E N S E D

PROFESSIONAL

N E

G I N

E E

R

J A

M

ES

F.MORRISS

E Y

ON

07851

EXCELSIO

R DRAWING NO. LEG-01

POINT SYMBOLOGY

LEGEND

C&S Engineers, Inc.

www.cscos.com

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

C&S Engineers, Inc.

www.cscos.com

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

ELLIS HOLLOW ROAD C.R.-110

REGION: 3

TOWN OF ITHACA

PS&E DATE

3755.93

PIN

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

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

R M

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_T

FEE 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

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

GB

SF

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

CPH

DRAINAGE

S_P

SB_P

CONTRACT NUMBER

DRAWING NO. LEG-02

SHEET NO. 4

BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ATS

AST

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

"XX" = 48, 60, 72, 96

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

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

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

FEE ACQUISITION W/O ACCESS

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

POINT, VERT., PHOTOGRAMMETRY

v CORRESPONDING EXISTING FEATURES.

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

v SHOULD BE LABELED ON THE PLANS.

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

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

v (0.015 in ON B SIZE DRAWINGS).

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

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

v CORRESPONDING PROPOSED FEATURES.

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

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

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

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

REGION:

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GENERAL NOTES

PAVING.

FINAL ELEVATIONSSHALL BE AS ORDERED BY THE ENGINEER BEFORE FINAL SHOLDER3.

BUSINESS.

INGRESS AND EGRESS TO AND FROM ALL RESIDENCES AND PRIVATE AND PUBLIC PLACES OF

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AT ALL TIME A SAFE AND ADEQUATE2.

619 OF THE STANDARD SPECIFICATIONS.

THE HIGHWAY FOR THE DURATION OF TE CONTRACTIN ACCORDANCE WITH SECTION

THE CONTRACTOR SHALL MAINTAIN AND PROTECT TRAFFIC WITHIN THE LIMITS OF 1.

DRAINAGE

SUBPART 'P' EXCAVATIONS.

FEDERAL REGULATIONS AS PROVIDE FOR IN "FEDERAL STANDARD 29-CFR-196

ALL EXCAVATION AND SHEETING SHALL COMPLY WITH ALL PROVISIONS OF THE4.

THE PRICE BID FOR TRENCH AND CULVERT EXCAVATION.

THIS PROJECT. THE CONTRACTOR SHALL INCLUDE ANY COSTS FOR THIS WORK IN

THERE WILL BE NO PAYMENT MADE FOR INSTALLATION OF TEMPORARY SHEETING. ON3.

EXISTING PIPE VOLUME SHALL NOT BE INCLUDED.

REMOVED UNDER ITEM 206.0201 TRENCH AND CULVERT EXCAVATION AND THE

WITHIN THE NORMAL EXCAVATION LIMITS FOR THE PROPOSED PIPE IT SHALL BE

TRENCH ING LIMITS FOR THE PROPOSED PIPE. SHOULD THE EXISTING PIPE FALL

UNCLASSIFIED EXCAVATION AND DISPOSAL IF THE PIPE IS OUTSIDE THE NORMAL

REMOVAL OF EXISTING DRAINAGE PIPES SHALL BE PAID FOR UNDER ITEM 203.022.

NOT SHOWN ON THE PLANS AND SHALL BE DETERMINED NY THE ENGINEER.

UNDER ITEM 203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL. PAYMENT LINES ARE

TO BE CLEANED AND FREE FLOWING FOR THE DURATION OF THE CONTRACT. PAYMENT

ALL EXISTING CULVERTS AND DITCHES WITHIN THE CONTRACT LIMITS ARE TO BE1.

REPAIR OF EXISTING PAVEMENT

CONCURRENTLY ADJACENT TO OR WITHIN THE WORK LIMITS.

THE CONTRACTOR SHALL COORDINATE WORK ACTIVITIES WITH OTHER PROJECTS PROCEEDING

CONTRACTOR COORDINATION

UTILITIES

FOR VARIOUS ITEMS IN THE CONTRACT.

UTILITY OWNER'S REQUIREMENTS. SUCH COSTS SHALL BE INCLUDED IN THE PRICE BID

NO ADDITIONAL PAYMENT SHALL BE MADE FOR ANY COST INCURRED DUE TO COMPLYING WITH

TO COMPLY WITH SHUT DOWN TIMES AND ANY OTHER REQUIREMENTS OF THE UTILITY OWNER.

EVERY WAY WITH THE UTILITY OWNER, AND SHALL SCHEDULE WORK IN SUCH A WAY AS

DURING NECESSARY UTILITY RELOCATION WORK, THE CONTRACTOR SHALL COOPERATE IN

BRACE AND PROTECT THESE UTILITIES.

CONTRACTOR SHALL PROVIDE TIMBER, PLANK OR OTHER APPROVED MATERIALS AND SECURELY

ENCOUNTERED IN THE WORK COMPLETED UNDER THIS CONTRACT. WHERE NECESSARY, THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES

SUBSURFACE UTILITIES ON THIS PROJECT ARE QLC & QLD.

THE APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES ARE SHOWN ON THE PLANS.

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

INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT

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

(SHOWN AS QLC)

JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION.

PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL

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

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

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

THEIR DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND

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

POSITION OF SUBSURFACE UTILITY FACILITIES.

SONAR, TONE OUTS, ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL

OF APPROPRIATE SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR,

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

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

OTHER UTILITY FACILITY ATTRIBUTES. (SHOWN AS QLA)

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

SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT

VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF

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

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

GENERALLY RECOGNIZED AND ARE AS FOLLOWS:

FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE

PERMANENT PAVEMENT MARKINGS

ENGINEER.

DETERIORATED PAVEMENT SECTIONS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE

ENGINEER BEFORE THE PROPOSED HMA OVERLAY IS PLACED. PAVEMENT JOINTS AND

EXPOSED PAVEMENT SURFACE SHALL BE INSPECTED AND REPAIRED AS DIRECTED BY THE

WHEN MILLING OF THE EXISTING ROADWAY PAVEMENT TO REMAIN HAS BEEN PERFORMED, THE

MAILBOXES

SOONER:

BEFORE NIGHTFALL OR BEFORE THE END OF THE WORKING DAY, WHICHEVER COMES

ASPHALT SURFACE, THE FOLLOWING FINAL PAINT MARKINGS SHALL BE INSTALLED

WHENEVER TRAFFIC IS TO BE MAINTAINED OVERNIGHT ON A NEW TOP COURSE3.

REMOVABLE TAPE.

CENTERLINE, LANE LINES AND EDGE LINES SHALL BE INSTALLED WITH RAISED MARKERS OR

SECTION 3.06 [C] SHALL NOT BE UTILIZED AND INSTEAD FINAL FULL WIDTH TEMPORARY

TAPE SHALL BE PLACED PER STANDARD SPECIFICATION SECTION 619-3.06 AND 619-3.06 [B].

TO WEATHER, TEMPORARY PAVEMENT MARKINGS CONSISTING OF RAISED MARKERS OR REMOVABLE

WHENEVER THE CONTRACTOR CANNOT MEET THE ABOVE TIME REQUIREMENTS, FOR REASONS DUE4.

NOT DESIGNED FOR SUCH USE.

REQUIREMENTS. MAILBOXES SHALL NOT BE MOUNTED ON DRUMS ON OTHER DEVICES

MAILBOX SUPPORTS SHALL BE IN ACCORDANCE WITH US POSTAL SERVICE3.

MAILBOXES.

MAIL BEFORE THE BOX IS MOVED. PAYMENT SHALL BE MADE UNDER ITEM 619.27

MAIL IS IN THE BOX. THE CONTRACTOR SHALL ADVISE THE OWNER TO REMOVE SUCH

UNDER NO CIRCUMSTANCES SHALL ANY MAILBOXES BE MOVED WHEN ANY TYPE OF2.

BOXES SERVICED FROM MOTOR VEHICLES.

AND LOCATION SPECIFIED BY THE US POSTAL REQUIREMENTS, POSTAL ROUTE MAIL

DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN IN A USABLE CONDITION1.

OF THE STANDARD SPECIFICATIONS.

WILL BE DONE AS DIRECTED IN SECTION 635-CLEANING AND PREPARATION OF PAVEMENT SURFACES

TAPE, OR MULTIPLE LAYERS OF TRAFFIC PAINT. THE REMOVAL OF THESE CONFLICTING MARKINGS

EPOXY MARKINGS SHALL NOT BE APPLIED OVER POLYESTER MARKINGS, PREFORMED REFLECTORIZED2.

LETTERS, ARROWS AND OTHER SYMBOLS.

MARKINGS PLACED ON THIS CONTRACT. THIS INCLUDES: STOP LINES, HATCH LINES, CROSSWALKS, EPOXY REFLECTORIZED PAVEMENT MARKINGS, ITEM 685 SERIES, WILL BE USED FOR ALL1.

* ALL CHANNELIZING LINES USED TO DEFINE EXIT AND ENTRANCE RAMP GORES (ITEM 685.11)

* ALL EDGE LINES FOR ALL ROADWAYS (ITEMS 685.11 & 685.12)

ROADWAYS (ITEM 685.11).

* ALL WHITE SOLID OR BROKEN LINES USED TO DEFINE TRAFFIC LANES ON MULTI-LANE

DRIVEWAYS

DRIVEWAYS. NO RECONSTRUCTION OF DRIVEWAYS IS NECESSARY.

DRIVEWAYS TO BE RESTORED BY THE ADDITION OF GRAVEL OR ASPHALT OVERLAY OF PAVED

ROADWAY PROFILE

CONTRACTOR TO STAKE THE PROPOSED PROFILE FOR CONSTRUCTION.

THE ROADWAY PROFILE PROVIDED IS FOR INFORMATION ONLY. IT IS NOT INENDED FOR THE

TRAFFIC SIGNAL

ARE DAMAGED BY THE CONTRACTOR'S OPERATIONS.

BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY SIGNAL APPURTENANCES THAT

THE COUNTY SHALL CONTINUE TO MAINTAIN THE EXISTING SIGNAL. THE CONTRACTOR SHALL

OPERATION AT THE PRESENT SETTINGS AND TIMING FOR THE DURATION OF THE PROJECT.

THE EXISTING TRAFFIC SIGNAL AT THE PINE TREE ROAD INTERSECTION SHALL REMAIN IN

ESTIMATE OF QUANTITIES

GENERAL NOTES AND

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Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

3755.93

PS&E DATE

J F

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

BRIDGES CULVERTS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

ON:

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO. REGION: 3

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ELLIS HOLLOW ROAD C.R.-110

TOWN OF ITHACA

COUNTY: TOMPKINS.

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07851

EXCELSIO

WZP-01

GENERAL

LANE CLOSURES

OPERATIONS REQUIRING TEMPORARY CLOSING OF PORTIONS OF THE TRAVELLED WAY.

SHOWN IN PROPOSAL OR AOBE TO CONTROL TRAFFIC MOVEMENT AT THE SITE OF WORK

THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AND SHALL PROVIDE FLAGGERS AS

OTHERWISE SHOWN IN THE PLANS OR PROPOSAL.

SUBSTANTIALLY CLOSED DOWN. THE MINIMUM WIDTH OF A TRAVELED LANE SHALL BE 10'-0" UNLESS

CLOSURE AREA ARE OPEN WHEN THE CONTRACTOR'S OPERATIONS ARE CLOSED DOWN OR

THE CONTRACTOR SHALL SCHEDULE WORK SO THAT ALL TRAVEL LANES EXCEPT IN THE ROAD

WORK AREA COORDINATION

RESTRICTED TO ONE SIDE OF THE ROADWAY AT A TIME.

ALL VEHICLES, EQUIPMENT, WORKERS, AND TEMPORARY TRAFFIC CONTROL ZONES SHALL BE

SIGNING AND THAT LANE CONTINUITY IS MAINTAINED THROUGHOUT ALL WORK AREAS.

DETERMINED BY THE ENGINEER, THE CONTRACTOR SHALL ENSURE THERE IS NO CONFLICT IN

WHEN TWO OR MORE WORK AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY AS

CONFLICTS AND THAT WORK ZONE TRAFFIC CONTROL COMPLIES WITH ALL STANDARDS.

ACTIVITIES IN THE AREA, TO ENSURE THAT THERE ARE NO WORK ZONE TRAFFIC CONTROL

SUBCONTRACTOR WORK, PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION

THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK,

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

THE COST OF ANY DELINEATION AND GUIDING DEVICES (CONES, DRUMS, ETC.) SHALL BE

DARKNESS.

VERTICAL PANELS SHALL BE USED AS CHANNELIZING DEVICES DURING HOURS OF

WORK AREA AND THE LINE OF CHANNELIZING DEVICES. ONLY DRUMS OR 1 FT x 2 FT

WHERE POSSIBLE A LATERAL BUFFER SPACE OF 1'-0" SHALL BE PROVIDED BETWEEN THE

MARKERS, OR BARRICADES SHALL NOT INTERFERE WITH SIGHT DISTANCE.

THE CONTRACTOR SHALL MAKE CERTAIN THAT PLACEMENT OF CONES, DRUMS AND

OF 2'-0" CLEARANCE TO THE TRAVELED WAY UNLESS OTHERWISE SHOWN ON THE PLANS.

ALL CHANNELIZING/DELINEATION DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM

CONES, DRUMS, BARRICADES AND MARKERS

PUBLIC INGRESS AND EGRESS

BASIC WORK ZONE TRAFFIC CONTROL.

CHANGES. COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01,

PLANS TO THE ENGINEER FOR APPROVAL. OCCUPANT SHALL HAVE 24 HOURS NOTICE OF ANY

OPERATIONS, THE CONTRACTOR SHALL PLAN ALTERNATE MEANS OF ACCESS AND SUBMIT SUCH

WHERE DIRECT ACCESS TO DRIVEWAYS IS NOT POSSIBLE DUE TO NECESSARY CONSTRUCTION

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

AND ANY OTHER DELINEATION AND GUIDING DEVICES (CONES, DRUMS, ETC.) SHALL BE

DELINEATE ACCESS BY MEANS OF SIGNS, CONES, AND OR DRUMS AOBE. THE COSTS FOR SIGNS

DRIVEWAYS AND SHALL MAINTAIN ACCESS THROUGH ALL PHASE WORK AREAS AND SHALL

THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS WITH PROPER ACCESS AOBE TO THEIR

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

FLAGGERS POSTED AT APPROPRIATE LOCATIONS AOBE. ALL COSTS INVOLVED SHALL BE

TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES SHALL BE ERECTED AND

WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE HIGHWAY WITHIN THE TEMPORARY

SIGNS

NORMALLY PERMITTED.

PARKED ON THE PAVEMENT OR SHOULDERS ALONG THE ROADWAY WHERE PARKING IS NOT

VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S WORKERS SHALL NOT BE

FLOW OR THE VIEW OF ONCOMING TRAFFIC.

THE CONTRACTOR SHALL NOT PARK EQUIPMENT WHERE IT WILL OBSTRUCT NORMAL TRAFFIC

DISTANCE AND WITHIN THE POINT OF NEED COVERAGE OF THE GUIDERAIL/BARRIER SYSTEM.

VEHICLES PARKED BEHIND GUIDERAIL/BARRIER SHALL BE PARKED BEYOND THE DEFLECTION

ENGINEER.

ROADWAY USED BY THE GENERAL PUBLIC, OR ANY OTHER AREAS DEEMED HAZARDOUS BY THE

ARE NOT TO BE PARKED WITHIN THE CLEAR ZONE AS SHOWN ON THE PLANS, ALONG THE

VEHICLE OR ANY OTHER AREAS DEEMED HAZARDOUS BY THE EIC. VEHICLES OR EQUIPMENT

ROADWAY USED BY THE GENERAL PUBLIC OR ANY AREA TRAVERSABLE BY AN ERRANT

INCLUDING OUT OF SERVICE SIGNS, SHALL NOT BE PARKED OR STORED WITHIN 30' OF A

EXCEPT WHERE BEHIND GUIDERAIL/BARRIER, VEHICLES, MATERIALS, AND/OR EQUIPMENT,

CONSTRUCTION INGRESS AND EGRESS FLAGGERS

PARKED VEHICLES, EQUIPMENT OR OTHER OBSTACLES.

THE CONTRACTOR SHALL PROVIDE FLAGGERS WITH A CLEAR ESCAPE PATH, FREE OF

TRAFFIC BEING CONTROLLED, OR IN THE CLOSED/CHANNELIZED LANE. AT ALL TIMES,

TRAFFIC. THE FLAGGER SHOULD STAND EITHER ON THE SHOULDER ADJACENT TO THE

FLAGGERS SHALL NOT POSITION THEMSELVES DIRECTLY IN THE PATH OF ONCOMING

619.01, BASIC WORK ZONE TRAFFIC CONTROL.

THESE PADDLES AND ALL FLAGGERS SHALL BE INCLUDED IN THE PRICE BID FOR ITEM

REQUIREMENTS IN THE MUTCD BUT SHALL BE A MINIMUM WIDTH OF 2'-0". THE COST OF

STOP/SLOW PADDLES SHALL BE USED FOR FLAGGING AND SHALL CONFORM TO THE

MUTCD. EACH FLAGGER SHALL CONTROL NO MORE THAN ON APPROACH OF TRAFFIC.

FLAGGERS SHALL USE THE FREE HAND FOR EMPHASIS AS SHOWN IN PART 6 OF THE

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

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

APPROACHES TO THE AREAS BEING FLAGGED. THE COST OF FLAGGER SIGNS SHALL BE

(W20-7) SHALL BE PLACED AS SHOWN ON PLANS, PROPOSAL, OR AOBE ON ALL

WHEN FLAGGERS ARE BEING USED FOR TRAFFIC CONTROL PURPOSES, FLAGGER SIGNS

SHALL BE PROVIDED.

TRAFFIC CONTROL ZONE, ADDITIONAL TRAFFIC CONTROL DEVICES AND FLAGGERS

WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE HIGHWAY WITHIN THE TEMPORARY

PEDESTRIANS THROUGH THE WORK ZONE AS NECESSARY.

FLAGGERS AND CONTRACTOR PERSONNEL SHALL ENSURE THE SAFETY OF

AS VEHICLES OUT OF CONTROL.

FORCE TO WARN THEM WITH PORTABLE AIR HORNS OF APPROACHING DANGER, SUCH

TO STOP. THE FLAGGER SHOULD BE STATIONED FAR ENOUGH AHEAD OF THE WORK

FLAGGER STATIONS SHOULD BE VISIBLE FAR ENOUGH AHEAD TO PERMIT ALL VEHICLES

FLAGGER STATION MAY BE REQUIRED FOR EACH DIRECTION OF TRAFFIC.

WORK ZONE. UNDER CERTAIN GEOMETRIC AND TRAFFIC SITUATIONS, MORE THAN ONE

THE ENGINEER SHALL DETERMINE THE NUMBER OF FLAGGERS NEEDED FOR EACH

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

OTHER OR IF THE ENGINEER DEEMS IT NECESSARY. ALL COSTS SHALL BE INCLUDED IN

FORMS OF ENHANCED COMMUNICATION WHEN ONE FLAGGER IS NOT VISIBLE TO THE

FLAGGERS SHALL BE REQUIRED TO USE TWO-WAY RADIOS, WALKIE-TALKIES, OR OTHER

FUTURE.

SUPERVISOR DOES NOT ENGAGE IN ACTIVITIES OUTSIDE OF TRAFFIC CONTROL IN THE

THE CONTRACTOR'S CORRECTIVE ACTION TO ENSURE THE TRAFFIC CONTROL

THE STOP WORK ORDER SHALL BE LIFTED ONLY UPON THE EIC'S SATISFACTION WITH

SUPERVISOR IS OBSERVED ENGAGING IN ANY ACTIVITY OUTSIDE OF TRAFFIC CONTROL.

A PROJECT-WIDE STOP WORK ORDER SHALL BE ISSUED IF THE TRAFFIC CONTROL

PERSON SHALL HAVE NO OTHER DUTIES OUTSIDE OF WORK ZONE TRAFFIC CONTROL.

FOR SERVICES SHALL BE UNDER ITEM 619.01, TRAFFIC CONTROL SUPERVISOR. THIS

THIS PERSONS NAME AND EXPERIENCE SHALL BE DOCUMENTED TO THE EIC. PAYMENT

PERSON SHALL BE DESIGNATED AS THE PROJECT TRAFFIC CONTROL SUPERVISOR.

PROVISIONS OF SECTION 105-02 OF THE STANDARD SPECIFICATIONS SHALL APPLY. A

WORK ZONE TRAFFIC CONTROL IS CONSIDERED SPECIAL/SKILLED WORK, AND ALL

MISCELLANEOUS

619.01, BASIC WORK ZONE TRAFFIC CONTROL.

TEMPORARILY RESTORED AREAS SHALL BE INCLUDED IN THE PRICE BID FOR ITEM

INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, AND ANY RE-EXCAVATION OF

A BITUMINOUS MATERIAL PRIOR TO OPENING THE LANE. THE COST OF THIS WORK,

TO STARTING ANY ROADWAY EXCAVATION. THE STEEL PLATES SHALL BE RAMPED WITH

METHOD OF ANCHORING THE STEEL PLATES TO THE ENGINEER FOR APPROVAL PRIOR

PLATES ARE THE CHOSEN OPTION, THE CONTRACTOR SHALL SUBMIT THE PROPOSED

UNEXCAVATED AREA TO THE SATISFACTION OF THE ENGINEER. IF ANCHORED STEEL

LAYER OF PLANT MIX BITUMINOUS MATERIAL UP TO THE LEVEL OF THE ADJACENT

UNEXCAVATED AREA. THE TEMPORARY RESTORATION SHALL BE COMPLETED WITH A

203-3.06, SELECT GRANULAR FILL, TO A DEPTH 3 INCHES BELOW THE ADJACENT

ANCHORED STEEL PLATES OR SHALL BE BACKFILLED IN ACCORDANCE WITH SECTION

NOT IN PROGRESS, ALL OPENINGS IN THE ROADWAY SHALL BE COVERED WITH

SHALL BE REOPENED AT THE END OF THE WORK DAY. AT ALL TIMES WHEN WORK IS

EXCAVATION, OR EXCAVATION REQUIRED FOR ALTERING DRAINAGE STRUCTURES

ALL ROADWAY AREAS TEMPORARILY CLOSED FOR TRENCH, CULVERT, OR CONDUIT

WORK ZONE TRAFFIC CONTROL.

COAT, HMA PLACEMENT AND REMOVAL SHALL BE PAID FOR UNDER ITEM 619.01, BASIC

THE CONTRACT OR EQUIVALENT, AOBE. THE COST OF NECESSARY CLEANING, TACK

LIMIT. THE WEDGE MATERIAL SHALL BE THE SAME AS THE TOP COURSE ITEM USED IN

RATE BETWEEN THE EXISTING AND MILLED SURFACES SHALL BE 1 ON POSTED SPEED

TERMINATION AREAS IN ORDER TO PROVIDE A SMOOTH TRAVELED WAY. THE TAPER

TEMPORARY HOT MIX ASPHALT WEDGES SHALL BE REQUIRED AT PAVEMENT

AND CAUSE NO SIGNIFICANT DAMAGE TO THE PAVEMENT.

SUBJECT TO APPROVAL BY THE ENGINEER, WHICH WILL FULLY REMOVE THE MARKINGS

WHERE PAVEMENT MARKINGS ARE REMOVED, THEY SHALL BE REMOVED BY A METHOD,

ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND THE MUTCD.

ANY MARKINGS ORDERED BY THE ENGINEER. ALL MARKINGS SHALL BE APPLIED IN

EDGE LINES, LANE LINES, CHANNELIZING LINES, CROSSWALKS, DOTTED LINES, PLUS

ARE INSTALLED OR RESTORED. THIS SHALL INCLUDE AT ALL APPROPRIATE LOCATIONS,

PAVEMENT, WHETHER EXISTING, TEMPORARY, OR NEW UNTIL PERMANENT MARKINGS

THE CONTRACTOR SHALL MAINTAIN PAVEMENT MARKINGS AT ALL TIMES ON ALL

PAVEMENT MARKINGS, AND APPROVED BY THE ENGINEER.

MARKING COVERING TAPE, SPECIFICALLY DESIGNED FOR THE PURPOSE OF COVERING

PAVEMENT MARKINGS SHALL BE COVERED UTILIZING AN APPROVED PAVEMENT

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

THE COST OF COVERING EXISTING PAVEMENT MARKINGS, WHERE REQUIRED, SHALL BE

PAVEMENT MARKINGS

NOT INDICATE A DIRECTION.

FLASHING SIMULTANEOUSLY" OR "2 PAIRS OF LAMPS FLASHING IN A PATTERN" WHICH DOES

THE ARROW PANEL SHALL OPERATE IN THE "CAUTION MODE" WHEN IN NOT USE: "4 LAMPS

BASIC WORK ZONE TRAFFIC CONTROL.

PAYMENT FOR BARRIER VEHICLES SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01,

REPOSITIONED ACCORDINGLY.

STATIONARY LANE OR SHOULDER CLOSURE THE BARRIER VEHICLE SHALL BE

UNLESS OTHERWISE DIRECTED BY THE ENGINEER. IF THE WORK SPACE MOVES WITHIN A

THE BARRIER VEHICLES SHALL TYPICALLY BE LOCATED AS INDICATED ON THE PLANS,

INTERFERE WITH THE SAFE OPERATION OF TRAFFIC.

ENGINEER IN CHARGE, THE BARRIER VEHICLE WOULD BE INEFFECTIVE OR WOULD

EXCEPTIONS TO THIS REQUIREMENT MAY BE MADE WHERE, AS DETERMINED BY THE

PROVIDED FOR EACH CLOSED LANE AND EACH SHOULDER 8'-0" OR GREATER IN WIDTH.

THE TYPICAL DETAILS CANNOT BE ACHIEVED. A SEPARATE BARRIER VEHICLE SHALL BE

BARRIER VEHICLES SHALL BE USED AT ANY TIME THE MINIMUM BUFFER SPACE SHOWN IN

WIDTH.

BE PROVIDED IN EACH CLOSED LANE, AND EACH CLOSED SHOULDER 8'-0" OR GREATER IN

CONES, DRUMS OR OTHER CHANNELIZING DEVICES. A SEPARATE BARRIER VEHICLE SHALL

WORK AREAS OCCUPYING ANY TRAVEL LANE OR SHOULDER CLOSED TO TRAFFIC WITH

THE ENGINEER, THE CONTRACTOR SHALL PROVIDE BARRIER VEHICLES FOR ALL ACTIVE

AND 619-5.02 OF THE STANDARD SPECIFICATIONS, AND UNLESS OTHERWISE APPROVED BY

IN ADDITION TO THE REQUIREMENTS OF SECTION 619-1.02G, 619-2.02G, 619-3.02G, 619-4.02

BARRIER VEHICLES

BY THE OPERATION OR IN ANY OTHER SITUATION AOBE.

THE CONTRACTOR SHALL PROVIDE FLAGGERS WHERE SIGHT DISTANCES ARE IMPAIRED

CONSTRUCTED UP THROUGH SUBBASE COURSE.

AREAS SO THAT AT THE END OF EACH SHIFT, AT A MINIMUM, THE PAVEMENT SHALL BE

IN RECONSTRUCTION SECTIONS, THE CONTRACTOR SHALL PLAN LENGTHS OF WORK

EACH INTERSECTION.

PLACED AT THE START OF EACH CHANNELIZING RUN, AND REPEATED JUST BEYOND

OR PERMANENT ARE INSTALLED. TWO TYPE "A" FLASHING WARNING LIGHTS SHALL BE

EDGE OF PAVEMENT, PROVIDED EDGE OF PAVEMENT MARKINGS, EITHER SHORT-TERM

SIGNS SHALL NOT BE NECESSARY FOR DROPOFFS LOCATED MORE THAN 5 FT FROM THE

MAY BE POSTED EVERY 1000 FT, AND REPEATED AT INTERSECTIONS. "NO SHOULDER"

INTERSECTION. IN LIEU OF W16-4 AUXILIARY MILEAGE PANELS, "NO SHOULDER" SIGNS

PRIOR TO THE START OF THE DROPOFF AND REPEATED JUST BEYOND EACH

VERTICAL PANELS AT 25 FT SPACING. NYW4-13 "NO SHOULDER" SIGNS SHALL BE POSTED

INCHES OR MORE SHALL BE CHANNELIZED WITH DRUMS AT 50 FT SPACING, OR 1 FT x 2 FT

UNTIL SUCH TIME AS SHOULDER BACKUP MATERIAL IS PLACED, ANY DROPOFF OF 2

DROPOFFS

BE USED.

MINIMUM STANDARDS. WHERE OPTIONS EXIST FOR SIGN SHAPE, THE DIAMOND SHAPE SHALL

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

AND PROPOSAL OR AOBE.

AND THE NEW YORK STATE SUPPLEMENT, THE TRAFFIC CONTROL DETAILS IN THE PLANS

STANDARD SPECIFICATIONS, THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

THE CONTRACT IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 619 OF THE

THE CONTRACTOR SHALL MAINTAIN TRAFFIC THROUGHOUT THE LENGTH AND DURATION OF

PLANNED IMPLEMENTATION OF SUCH PROPOSED REVISIONS.

THE WZTC PLAN FOR REVIEW AND APPROVAL BY THIRTY (30) WORKING DAYS PRIOR TO THE

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

SHALL NOT OBSCURE TRAFFIC CONTROL DEVICES OR OBSTRUCT TRAFFIC.

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

ENGINEER IN CHARGE.

PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED WORK AS DIRECTED BY THE

SIGNALS, PAVEMENT MARKINGS, BARRIERS, DELINEATION (CONES, DRUMS, ETC.), FLAGGERS, INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, TEMPORARY SIGNALS, RETIMING OF EXISTING

TEMPORARY TRAFFIC CONTROL SHALL BE COMPLETE AND FULLY OPERATIONAL. THIS

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

ALL SIGNS SHALL BE MOUNTED AT A HEIGHT OF 7'-0".

FOR ITEM 619.01, BASIC WORK ZONE TRAFFIC CONTROL.

PLANS, STANDARD SPECIFICATIONS, MUTCD, OR AOBE SHALL BE INCLUDED IN THE PRICE BID

AND/OR MODIFICATION AND/OR RESTORATION OF EXISTING SIGN PANELS) AS NOTED IN THE

ALL SIGNS NECESSARY FOR THE WORK ZONE TRAFFIC CONTROL (INCLUDING RELOCATION

ENGINEER.

DRIVEWAYS OR SIDE ROADS, SIGNS SHOULD BE MOVED UPSTREAM AS DIRECTED BY THE

IF ADVANCE SIGNING OBSTRUCTS THE VISIBILITY OF THE FLAGGER OR CONFLICTS WITH

55MPH = 55 TO 1.

BE RAMPED AT A MINIMUM RATE OF THE SPEED LIMIT HORIZONTAL TO 1 VERTICAL. I.E.,

TO ELIMINATE A BUMP SHALL IT BE ALLOWED TO REMAIN. BUMPS CAUSED BY MILLING SHALL

BUMPS. ONLY WHEN IT IS NOT POSSIBLE OR FEASIBLE, IN THE OPINION OF THE ENGINEER,

THE CONTRACTOR SHALL TAKE ALL ACTION, AS DIRECTED BY THE ENGINEER, TO ELIMINATE

SHALL BE USED WITH THE OM1-3 MARKER.

USED IN CONJUNCTION WITH THE W8-1 SIGN. A TYPE B FLASHING WARNING LIGHT

A OM1-3 MARKER LOCATED RIGHT AT OR IMMEDIATELY IN ADVANCE OF THE BUMP SHALL BE

THAN AN ISOLATED BUMP.

PAVEMENT' SIGN WITH A W8-15P SHALL PRECEDE MILLED AREAS THAT CONSTITUTE MORE

USE OF W8-8 'ROUGH ROAD' SIGNS INSTEAD OF W8-1 'BUMP' SIGNS. A W8-15 'GROOVED

MILLING PAVEMENT TERMINATION, ETC. NUMEROUS BUMPS OR DIPS SHALL WARRANT THE

DIP IN THE PAVEMENT CAUSED BY CONSTRUCTION OPERATIONS SUCH AS ROAD PLATES,

W8-1 'BUMP' SIGNS (36"x36") SHALL BE PLACED ON ALL APPROACHES AHEAD OF A BUMP OR

CONDITIONS.

NY6H-3 AND AS DIRECTED BY THE ENGINEER BASED ON ACTUAL CONSTRUCTION

NY STATE SUPPLEMENT. SIGN PLACEMENT SHALL BE IN ACCORDANCE WITH TABLE

- SIGNS WITHIN THE ACTIVITY AREA SHALL BE POSTED PER TABLE NY2C-4 OF THE

- SIGNS IN THE ADVANCED WARNING AREA SHALL BE POSTED PER TABLE NY6H-3.

MUTCD PART 6.

COVERED. ANY REGULATORY SIGNS REQUIRED SHALL BE THE COLORS SPECIFIED IN THE

AND REFLECTORIZED MATERIAL MATCHING THAT OF THE SIGN BEING PARTIALLY

- BLANK COVERS USED TO COVER PORTIONS OF EXISTING SIGNS SHALL BE OF A COLOR

LEGEND ON ORANGE BACKGROUND).

(ANY AUXILIARY SIGNS WHICH ARE NOT INCLUDED IN THE MUTCD SHALL BE BLACK

AUXILIARY SIGNS SHALL BE THE COLORS SPECIFIED IN CHAPTER 2D OF THE MUTCD.

- EMERGENCY SERVICE MARKERS, ROUTE MARKERS AND THEIR CORRESPONDING

EXCEPTIONS:

SIGNS) SHALL BE BLACK LEGEND ON ORANGE BACKGROUND WITH THE FOLLOWING

COLORS USED FOR CONSTRUCTION SIGNING (INCLUDING TEMPORARY OR MODIFIED GUIDE

DIRECTED BY THE ENGINEER.

THE MUTCD, CURRENT STANDARDS SHEETS OR AS MODIFIED IN THE PLANS, AND AS

TEMPORARY, OR CONSTRUCTION, MUST BE MAINTAINED AT ALL TIMES IN ACCORDANCE WITH

THE CORRECT SEQUENCE AND SPACING OF APPROPRIATE SIGNS, WHETHER PERMANENT,

TRAFFIC CONTROL NOTES

WORK ZONE

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Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

3755.93

PS&E DATE

J

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

BRIDGES CULVERTS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

ON:

ALTERED BY:

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

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

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

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GRID

NORTH

C A L D

W E L L

D R

IV

E

T R

IT

IC

U M

D R

IV

E

P

IN

E

T R E E

R

O A

D

G A

M E

F

A

A D

ELLIS HOLLOW ROAD

MITCHELL ROAD

(P R

IV

A T E

R

O A

D

H U

N G E R F

O

IL

L

R

O A

D

AHEAD

WORK

ROAD

DETOUR

END

DETOUR

END

END

ROAD WORK

END

ROAD WORK

END

ROAD WORK

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

CLOSED

ROAD

DETOUR

DETOUR

DETOUR

DETOUR DETOUR

DETOUR

BARRIER (4 EA)

TYPE III

1000 FT

CLOSED

ROAD

AHEAD

WORK

ROAD

END

ROAD WORK

DETOUR PLAN

NO SCALE

TRAFFIC CONTROL

WORK ZONE

200 FT

DETOUR

500 FT

DETOUR

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

WZP-02

W20-3

W20-3

W20-1

W20-1

W20-1

G20-2

G20-2

G20-2

G20-2

NYR9-11

NYR9-11

M4-8

M4-8

M4-9L

M4-9A

M4-9R

M4-9A

M4-9A

M4-9A

M4-9A

M4-9L

M4-9R

DRYDEN

ROAD

(NYS

ROUTE

6)

W20-2

W20-2

R4-10L

R4-10R

R11-2

W20-3

ROAD CLOSED

LOCAL TRAFFIC ONLY

(MOD)

R11-3

ROAD CLOSED

LOCAL TRAFFIC ONLY

(MOD)

R11-3

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

ELLIS HOLLOW RD.ELLIS HOLLOW RD.

ELLIS HOLLOW RD.

D3-1

D3-1

D3-1 D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

SEE DETAIL "A"

SEE NOTE

BARRIER (4 EA)

TYPE III

DETAIL "A"

S U

M M

L

L

A N E

DETOUR

M4-9R

CLOSED

ROAD

(MOUNTED ON BARRIER)

W20-3

1000 FT

500 FT

500 FT

500 FT

CLOSED

ROAD

300 FT

200 FT

300 FT

1500 FT

WORK

ROAD1000 FT

CLOSED

ROAD

AS ON MITCHELL ROAD.

APPROACHES IN SAME MANNER

SIGNS ON PINE TREE HILL

INSTALL ADVANCED WARNING

P

IN

E

T R E E

R

O A

D

L A

N E

S U

M M

GAS STATION DRIVEWAY

LIGHTS

W/FLASHING

BARRIER (4 EA)

TYPE III

LIGHTS

W/FLASHING

(4 EA)

BARRIER

TYPE III

WITH AN M4-9L SIGN.

SIDE OF SUMMER HILL LANE AND REPLACE DETOUR SIGN

HILL LANE. MOVE TYPE III BARRIER AND SIGN TO THE WEST

TYPICAL SET-UP FOR RECLAMATION WORK EAST OF SUMMER

(2 DAYS MAXIMUM)

ROAD CLOSURE DURING PAVEMENT RECLAMATION ONLY

NOTE:

FLAGGER

ELLIS HOLLOW RD.

D3-1

DETOUR

M4-9LBR

DETOUR

ELLIS HOLLOW RD.D3-1

M4-9RBR

DETOUR

ELLIS HOLLOW RD.

M4-9RBR

D3-1

ELLIS HOLLOW RD.

D3-1

DETOUR

M4-9LBR

MESSAGE BOARDS ITEM 619.110612

AND GAME FARM/ELLIS HOLLOW WESTBOUND 1 WEEK IN ADVANCE OF DETOUR.

TO BE PLACED AT INTERSECTIONS OF PINE TREE/ ELLIS HOLLOW EASTBOUND

ROAD CLOSED

SEPT

SEPT TO

MESSAGE 1 MESSAGE 2

DETOUR

SIGNED

USE

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Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

3755.93

PS&E DATE

J

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

BRIDGES CULVERTS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

ON:

ALTERED BY:

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

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

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

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TRAFFIC CONTROL

WORK ZONE

WZP-03

7.

6.

5.

4.

3.

2.

1.

NOTES:

12.

11.

10.

9.

8.

DISTANCE FOR THE FLAGGERS AND/OR A QUEUE OF STOPPED VEHICLES.

HORIZONTAL OR VERTICAL CURVE, IN ORDER TO PROVIDE ADEQUATE SIGHT

ORDER TO LOCATE THE ONE-LANE, TWO-WAY TRAFFIC TAPER PRIOR TO ANY

WHERE DIRECTED BY THE ENGINEER, A BUFFER SPACE SHALL BE PROVIDED IN

PAST THE END OF THE WORK SPACE.

THE END ROAD WORK SIGN (G20-2) SHALL BE PLACED A MAXIMUM OF 500'

DISTANCE GREATER THAN 1500'.

WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A

TRANSVERSE DEVICES SHALL BE REQUIRED (AS PER 619 STANDARD SPECIFICATIONS)

NOT EXCEED 40' IN THE ACTIVE WORK SPACE.

CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL

SHALL OCCUR WITHIN THE BUFFER SPACE AT ANY TIME.

NO WORK ACTIVITY, EQUIPMENT, OR STORAGE OF VEHICLES, OR MATERIAL

COMMERCIAL DRIVEWAYS LOCATED WITHIN OR NEAR THE ACTIVE WORK SPACE.

ADDITIONAL FLAGGERS SHALL BE LOCATED AT ALL INTERSECTIONS AND

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

WORK ZONE TRAFFIC CONTROL AREA, ADDITIONAL TEMPORARY TRAFFIC

WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A

DIRECT VEHICULAR TRAFFIC TO REMAIN IN THE TRAVEL WAY.

ADVANCE TO DELINEATE THE BEGINNING OF THE WORK AREA AND

CHANNELIZING DEVICES SHALL BE USED TO CLOSE THE SHOULDER IN

WHEN PAVED SHOULDERS HAVING A WIDTH OF 8' OR MORE ARE CLOSED,

CONSTRAINTS EXIST.

CENTERLINE CHANNELIZING DEVICES ARE OPTIONAL AND MAY BE ELIMINATED WHERE SPACE

HAVING 6' STAFF.

ALL FLAGGERS SHALL USE 24" (MIN.) OCTAGON SHAPED STOP/SLOW PADDLES

DURING NIGHT TIME OPERATIONS.

FLAGGER AND FLAG TREE SHALL BE ILLUMINATED TO LEVEL II ILLUMINATION

OCCURRING.

COVERED OR TURNED AWAY FROM ROAD USERS WHEN FLAGGING OPERATIONS ARE NOT

) AND ONE LANE ROAD AHEAD SIGN (W20-4) SHALL BE REMOVED, aFLAGGER SIGN (W20-7

) AND THE FLAGGER. a• THE DISTANCE BETWEEN THE FLAGGER SIGN (W20-7

THE FLAG TREE SHALL BE LOCATED ON THE SHOULDER, AT APPROXIMATELY

AHEAD

WORK

ROAD

AHEAD

ROAD

ONE LANE

ROAD WORK

END

AHEAD

WORK

ROAD

AHEAD

ROAD

ONE LANE

ROAD WORK

END

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

(TYP.)

TRAFFIC TAPER

TWO-WAY

ONE LANE

100'

(TYP.)

TRAFFIC TAPER

TWO-WAY

ONE LANE

100'

SHOULDER

TRAVEL LANE

(SEE NOTE 12)

MINIMUM

100'

MINIMUM

100' (SEE NOTE 12)

NYR9-11

W20-1 W20-4

(SEE NOTE 6)

G20-2

(SEE NOTE 6)

G20-2

W20-7a W20-4 W20-1

NYR9-11

(SEE NOTE 9)

(SEE NOTE 9)

200' - 300'

FLAGGER LOCATION

SHOULDER

TRAVEL LANE

SHOULDER

TRAVEL LANE

TRAVEL LANE

SHOULDER

LIMIT > 45 MPH

1000' POSTED SPEED

MPH

SPEED LIMIT < 45

300' - 500' POSTED

MPH

SPEED LIMIT > 45

1000' POSTED

LIMIT < 45 MPH

POSTED SPEED

300' - 500' aW20-7

(NOT TO SCALE)

(SEE NOTE 7)

CHANNELIZING DEVICES

(SEE NOTE 4)

200' 200"

100'

(SEE NOTE 8)

200'

(SEE NOTE 1)

TAPER

50' SHOULDER

350' 350'350'

DURING PAVING OPERATIONS

ALTERNATING ONE WAY TRAFFIC

FLAGGING OPERATION

40' SHOULDER TAPER

(SEE NOTE 8)

175'

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Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

3755.93

PS&E DATE

J

Fax: 315-455-9667

Phone: 315-455-2000

Syracuse, New York 13212

499 Col. Eileen Collins Blvd.

BRIDGES CULVERTS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

ON:

ALTERED BY:

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

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

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

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TYP-01TYPICAL SECTION

11'-0"

TRAVEL LANE SHOULDER

2% 2%

TGL

HCL

11'-0"

TRAVEL LANE

5'-0"

2%

SHOULDER

11'-0"5'-0"

2%

5'-0"

2%2%2%

2%

WITH ASPHALT TIP-GUTTER

TYPICAL RECONSTRUCTION SECTION

0 52.5 2.5

3:1

EXISTING GROUND

5'-0"

32'-0"

TRAVEL LANE SHOULDER

TGL

HCL

TRAVEL LANESHOULDER

EXISTING GROUND

STA HW 46+40 TO STA HW 49+80

STA HW 49+80 TO STA HW 56+30

STA HW 13+25 TO STA HW 46+40

TYPICAL RECONSTRUCTION SECTION

80 SERIES COMPACATION (1• INCHES)

9.5F3 SUPERPAVE HMA, TOP COURSE, ITEM 402.098302

SHOULDER BACK-UP MATERIAL (TYP)

ITEM 203.24010017

EXISTING GROUND

32'-0" SEE NOTE 1

EXISTING GROUND

SHOULDER BACK-UP MATERIAL (TYP)

ITEM 203.24010017

VARIES 4" TO 16"

ASPHALT THICKNESS

EXISTING PAVEMENT SECTION

VARIES 4" TO 16"

ASPHALT THICKNESS

EXISTING PAVEMENT SECTION

1'-0"

11'-0" & VARIES

SUPERPAVE HMA, 80 SERIES COMPACTION

ITEM 402.018903 TRUING & LEVELING F9,

80 SERIES COMPACTION

1•" 9.5F3 SUPERPAVE HMA, TOP COURSE, ITEM 402.098303

SUPERPAVE HMA, 80 SERIES COMPACTION

ITEM 402.018903 TRUING & LEVELING F9,

80 SERIES COMPACTION (1• INCHES)

9.5F3 SUPERPAVE HMA, TOP COURSE, ITEM 402.098303

ITEM 203.24010017

SHOULDER BACKUP

ITEM 418.7603 ASPHALT PAVEMENT JOINT ADHESIVE (TOP COURSE ONLY)

ITEM 407.0102 TACK COAT

623.03 CRUSHED STONE (BY WEIGHT)

416.30000018 FOG SEAL

416.21000018 POLYMER MODIFIED ASPHALT EMULSION

ITEM 416.10000018 COLD RECYCLING ASPHALT CONCRETE - COARSE

SEE NOTE 2

COLD RECYCLE

ITEM 418.7603 ASPHALT PAVEMENT JOINT ADHESIVE (TOP…