alignment - city of gloversville

IND-1

2

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:

INDEX AND ABBREVIATIONS

LIST OF STANDARD SHEETS:

INDEX TOTAL NUMBER OF SHEETS

DESCRIPTION DRAWING NUMBERNUMBER

SHEET

TRAFFIC SIGNAL PLANS

MTD-1 TO MTD-8

25

WORK ZONE TRAFFIC CONTROL PLANS

GENERAL NOTES

LEGEND, LINE AND POINT SYMBOLOGY

INDEX AND ABBREVIATIONS

TITLE SHEET1

2

3-4

COVER

INDEX

LEG-1 T0 LEG-2

GNN-15

6 WZP-1

7 TSN-1TRAFFIC SIGNAL NOTES

MISCELLANEOUS DETAILS

16-23

8-15

25 EOQ-1ESTIMATE OF QUANTITIES

TSP-1 TO TSP-4A

24 EIQ-1

680-10, 680-11, 680-13, 680-17, 685-01

619-30, 619-50, 619-51, 645-01, 645-03, 680-01, 680-02, 680-04, 680-05, 680-06, 680-08,

604-02, 608-01, 608-07, 609-01, 619-01, 619-02, 619-04, 619-10, 619-11, 619-12, 619-20,

ESTIMATE OF INTERSECTION QUANTITIES

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

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.

GREENMAN-PEDERSEN, INC.

CONSULTING ENGINEERS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI

CITY OF GLOVERSVILLE

PEDESTRIAN SAFETY IMPROVEMENTS

UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274

6.

5.

4.

3.

2.

1.

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

HAVE CORRESPONDING EXISTING FEATURES.

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

WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

(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

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

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).

3

LEG-1LEGEND, LINE, & POINT SYMBOLOGY

NOTES:

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

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=

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ER

=

DA

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=




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APORC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

ALIGNMENT

DINV

DS

BRIDGE, SCUPPER

STRUCTURE, RECTANGULAR

INVERT

TRAP, SEDIMENT

WETLAND FLAG

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

EWFG

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

SDEL

SRM

SANTENNAS

CABINET & PAD

CCTV SITE

CDPD TRANSCEIVER

CELL PHONE TOWER

CONDUIT JACK OR BORING

CONTROLLER CABINET

COMMUNICATION PULL BOX

CONDUIT TURNING DOWN

CONDUIT TURNING UP

DEFAULT

TRANSMITTAL READER

FUSION SPLICE

HAR ADVISORY SIGN

HAR SITE

LOAD CENTER

MECHANICAL SPLICE

PEDESTRIAN SIGNAL HEAD

RAMP METER

SOLAR PANEL

WEIGHT IN MOTION DETECTOR

WIRELESS VIDEO REPEATER

WIRELESS VIDEO RECEIVER

WIRELESS VIDEO TRANSMITTER

PERM. OVERHEAD VMS

PERM. VMS

ACCOU. SPEED/COUNT SNSR.S

IANT P

IASCTS

ICABPAD

ICCTV

ICDPD

ICELLT

ICJB

ICNTLCAB

ICPB

ICTD

ICTU

ICVTRT

IEZR

IEZTR

IFOXCAB

IFUSSPL

IHARADV

IHARST

IMECSPL

IMSCS

IMSCTS

IMT

IOVHVMS

IPASCS

IPEDS

IPSS

IPVMS

IRM

IRWIS

ISP

ISST

ITDB

ITP

IVTRT

IWIMD

IWVR

IWVTT

IWVRC

ILC

ITS

GAS, METER

GAS, MANHOLE

GAS, LINE MARKER

GAS/FUEL PUMP

GAS, VALVE

GAS, VENT

LIGHTING, POLE

LIGHTING, POLE, MEDIAN

LIGHTING, POLE, PED.

MISC. FILLER CAP

OIL, LINE MARKER

TELEPHONE, LINE MARKER

TELEPHONE, MANHOLE

CABLE TV, LINE MARKER

CABLE TV, PULL BOX

UNKNOWN, MANHOLE

UNKNOWN, VALVE

WATER, FIRE HYDRANT

WATER, METER

WATER, MANHOLE

WATER, VALVE

WATER, WELL

UGM

UGMH

UGLM

UGP

UGV

UGVT

ULP

ULPM

ULPP

UMFC

UOLM

UP

UPD

UPL

USMH

UTB

UTLM

UTMH

UTVPB

UUJB

UUMH

UUVL

UWFH

UWM

UWMH

UWV

UWW

G

G

O

P

T

C

C

W

W

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

A

B

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

FP

S

T

W

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

PT., WALL LOCATION

PT., TREE W/ WIRE

PT., STAKE

PT., RAILROAD SPIKE

PT., SPIKE

PT., NAIL

PT., MONUMENT, MISC.

PT., MONUMENT

PT., IRON ROD

PT., IRON PIPE

PT., FENCE LOCATION

PT., DRILL HOLE

HISTORICAL, BLDG. CORNERS

HIGHWAY BNDRY., APPROX.

HIGHWAY BNDRY, PT.

EASEMENT, PERM., SHAPE

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

EASEMENT, PERM., APPROX.

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

ROW MAPPING

MDL1P

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TRAFFIC CONTROL

TCMC

TCPP

TCSH

TCSP

C

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

E

E

E

MJCP PT., JURIS. CITY

PT., CROSS CUT

UTILITIES

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

DSMTXX_P

1

2

3

4

5

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

G

A

A

P

CDPD

C

C

IDEFAULT

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

RM

RWIS

SS

TC

TP

WVR

V

V

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF END

POINT ON LINE

POINT ON SPIRAL

POINT ON TANGENT

POINT ON VERTICAL CURVE

POINT ON VERTICAL TANGENT

POINT ON REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

BASELINE, POINT

BASELINE, POINT ON LINE

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

RFM

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, SHAPE

A

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELL

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB P

STRUCTURE, RECT., TYPE "X"DST"X" P

CELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

PE

MEPS_P_T EASEMENT, PERMANENT

TE

METS_P_T EASEMENT, TEMPORARY

TO

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_TFEE WO/A

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

COMM. VEH. ROAD TRANSCEIVER

E-ZPASS READER

MICROWAVE TRANSCEIVER

PORT. ACCOU. SPD & CNT. SENSOR

VEHICLE TO RDWY TRANSCEIVER

PORT. SPEED & COUNT SENSOR

FIBER OPTIC X-CONNECT CABINET

PAVEMENT SURFACE SENSOR

RDWY WEATHER INFO. SENSOR

TWZBCD_P

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

ROADWAY

RES P

RGA

RGP

ELEVATION, SPOT

SIGNS

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

GB

SF

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

CPH

DRAINAGE

S_P

SB_P

ATS

AST

SHLD, INTERSTATE

SHLD, NATIONAL, 2 DIG.

SHLD, NATIONAL, 3 DIG.

SHLD, STATE, 2 DIG.

SHLD, STATE, 3 DIG.

SHLD, STATE, 4 DIG.

SHLD, CTY, 123 DIG.

SHLD, CTY, 4 DIG.

SHLD, CTY TOUR, 1-2 DIG.

SHLD, CTY TOUR, 3-4 DIG.

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

"XX" = 48, 60, 72, 96

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

TYPE "XX"

STRUCTURE, MANHOLE,

TYPE "X"

STRUCTURE, RECT., WITH CURB

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

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

FEE ACQUISITION W/O ACCESS

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

POINT, VERT., PHOTOGRAMMETRY

SEE LEG-1 FOR NOTES.

4

LEG-2LEGEND, LINE, & POINT SYMBOLOGY

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CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

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UTIL QLVL = D

PIN: 2650.54

FULTON


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REGION: 2

D036274

GENERAL NOTES

UTILITY NOTES

ELECTRICAL SAFETY NOTE

DAMAGE TO EXISTING STRUCTURES; VEGETATION/SHRUBS; OR OTHER AMENITIES

GENERAL NOTES

ARE AS FOLLOWS:

QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY RECOGNIZED AND

THE UNDERGROUND UTILITY INFORMATION SHOWN IS BASED ON QUALITY LEVEL "D". FOUR SEPARATE 4.

206.05 - TEST PIT EXCAVATION.

AND LOCATIONS OF LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE INCLUDED UNDER ITEM

THE CONTRACTOR SHALL MAKE EXPLORATIONS IF NECESSARY AOBE TO DETERMINE THE DIMENSIONS 3.

THE WORK, AND THE COST THEREOF CHARGED AGAINST THE CONTRACTOR.

IMMEDIATE NECESSARY REPAIRS, THE RESPECTIVE OWNING COMPANIES OR MUNICIPAL FORCES MAY DO

UTILITIES SHALL BE AT THE EXPENSE OF THE CONTRACTOR. IF THE CONTRACTOR DOES NOT MAKE

MAY NOT CEASE WORK UNTIL SERVICE IS RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGE

IN SAID SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION 2.

N.Y. TO HAVE UNDERGROUND UTILITIES LOCATED.

CONSTRUCTION IS PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO CALL DIG SAFELY

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

THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS AND TAKE NECESSARY PRECAUTIONS

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

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

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

DRAINAGE NOTES

RIGHT-OF-WAY NOTES

UNDERGROUND UTILITIES LOCATED.

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL "DIG SAFELY" (1-800-962-7962) TO HAVE 6.

CONTRACT.

PROVIDING PROTECTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE

SO THAT WHEEL LOADINGS FROM CONSTRUCTION VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF

DURING THE CONSTRUCTION. METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY

THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE FROM DAMAGE 5.

COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)

THE PLANS WAS DERIVED SOLELY FROM EXISTING CITY, NYSDOT AND/OR UTILITY

QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON

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

UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS

ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND

QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN

WERE PERFORMED. (SHOWN AS QLB)

SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE PLANS. NO EXCAVATIONS

SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THE INFORMATION WAS

SUBSURFACE UTILITY FACILITIES. QUALITY LEVEL B DATA ARE REPRODUCIBLE BY

ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF

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

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

QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY. THE INFORMATION

OTHER OWN FACILITY ATTRIBUTES. (SHOWN AS QLA)

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

UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT TO

PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF THE SUBSURFACE

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

QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON

5

GNN-1

THE HIGHWAY BOUNDARY SHOWN IN THE PLANS IS BASED ON FULTON COUNTY TAX MAPS.5.

SPECIFICATIONS SECTION 107-08 AND 107-13).

SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD

THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES 4.

105-15, 107-13).

SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTIONS

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

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

LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED BY THE ENGINEER AND IN NO INSTANCE

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

IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY 3.

(STANDARD SPECIFICATION SECTIONS 105-10 AND 625).

DEFINITIVE BOUNDARY DETERMINATION BEFORE AND WORK MAY BE INITIATED AT THOSE LOCATION

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

IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT 2.

INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

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

TO VEHICLE ACCESS; STORAGE OR EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING;

ASSURE HIMSELF THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED

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

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

AND TO THE SATISFACTION OF THE ENGINEER.

WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE STATE OR CITY

ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT PART OF THE INTENDED

EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK.

THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO THE

REMAIN IN PLACE. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS NOT TO DAMAGE THESE ITEMS.

NUMEROUS STRUCTURES AND VEGETATION/SHRUBS ARE PRESENT WITHIN THE WORK LIMITS AND ARE TO 1.

CONTRACT DOCUMENTS AND PER SECTION 104-04 OF THE STANDARD SPECIFICATIONS.

ALL ITEMS AND MATERIALS WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE WITH THE

CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN THE BID

CONDITIONS AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS

THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING TO BECOME FAMILIAR WITH THE PRESENT 17.

ITEM 625.01-SURVEY OPERATIONS.

SECTION 625 OF THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER

THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH 16.

IN THE CONTRACT.

FULLY OPERATIONAL AT ALL TIMES (A.O.B.E.). THIS WORK SHALL BE INCLUDED UNDER VARIOUS ITEMS

THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND 15.

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

BE REQUIRED. THERE SHALL BE NO DIRECT PAYMENT FOR ANY DE-WATERING SYSTEMS. COST SHALL BE

PROVISIONS TO DE-WATER EXCAVATIONS, DUE TO CONSTRUCTION OPERATIONS ALONG THE PROJECT MAY 14.

NYSDOT STANDARD SPECIFICATIONS.

ACCORDANCE WITH THE PROVISIONS OF SECTION 107.05 "SAFETY & HEALTH REQUIREMENTS" OF THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATIONS IN 13.

THE SATISFACTION OF THE ENGINEER.

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

PAVED AREAS DISTURBED BY THE CONTRACTOR WHICH ARE NOT PART OF THE WORK TO BE PERFORMED 12.

MADE.

STRUCTURES, ROADWAYS OR THE VARIOUS ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT SHALL BE

BE REQUIRED OR THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT

THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY 11.

BID FOR THOSE ITEMS.

SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE PRICE

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF 10.

INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS IN THE CONTRACT.

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

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

NO PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE 9.

FOR THE APPROPRIATE ITEMS AND PER SECTION 104-04 OF THE STANDARD SPECIFICATIONS.

THE CONTRACTOR AS ORDERED BY THE ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE

PROGRESSES WHICH IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT 8.

PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.

ENGINEER PRIOR TO IMPLEMENTATION AND THE COST FOR THIS WORK SHALL BE INCLUDED IN THE

WITH DRAINAGE BAGS TO PREVENT RUNOFF. ALL MEASURES TAKEN SHALL BE APPROVED BY THE

WHILE INSTALLING SIDEWALK AND CURB RAMPS ALL ADJACENT CATCH BASINS SHALL BE PROTECTED

SEDIMENTATION OR OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES OR DRAINAGE STRUCTURES.

RUNOFF FROM THE TRAVEL LANES AND CONTROL OF THE RUNOFF TO PREVENT EROSION, POLLUTION,

AT ALL TIMES, THE CONTRACTOR SHALL TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE OF SURFACE 7.

OF THE STANDARD SPECIFICATIONS.

WORK PERFORMED, AS INDICATED BY THE VARIOUS ITEMS IN THE CONTRACT AND PER SECTION 104-04

BE PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE

AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL

TO MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS

THERE SHALL BE NO CLAIM AGAINST THE STATE OR CITY BY THE CONTRACTOR FOR WORK PERTAINING 6.

NOTED ON THE DRAWINGS SUBMITTED FOR APPROVAL.

BY THE ENGINEER. THE RESULTS OF THIS CHECK OF CONDITIONS AND DIMENSIONS SHALL BE SO

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

DIMENSIONS WITH THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL USE THE FIELD CONDITIONS

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND 5.

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

MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR

ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD CONDITIONS

DETERMINED PRIOR TO THE COMMENCEMENT. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED

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

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

THE SPECIFIC DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.

ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT DRAWINGS. SUCH NOTES, WHILE PERTAINING TO 3.

SUPPLEMENT SHALL BE IN EFFECT FOR THIS PROJECT.

CURRENT NATIONAL "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) WITH NEW YORK STATE 2.

PROJECT.

DATED MAY 1, 2020 WITH CURRENT ADDITIONS AND MODIFICATIONS, SHALL BE IN EFFECT FOR THIS

MATERIALS". NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) OFFICE OF ENGINEERING,

MATERIAL AND CONSTRUCTION SPECIFICATIONS: "STANDARD SPECIFICATIONS, CONSTRUCTION AND 1.

CONTRACTOR AND APPROVED BY THE ENGINEER AND/OR CITY.

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

THE CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES LOCATED IN THE WORK ZONE 72 HOURS 26.

BACKFILL OPERATION WITH THE PAVEMENT LIMITS.

TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF EXCAVATION AND

TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT WITH EFFORTS COORDINATED WITH THE CITY.

THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM 25.

AREAS ARE TO BE APPROVED BY THE ENGINEER IN CHARGE.

ESCAPE INTO WETLANDS, DRAINAGE SYSTEMS OR WATERS OF NEW YORK STATE. DESIGNATED WASH OUT

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL NOT BE ALLOWED TO 24.

TO COMPENSATION FOR SAID TIME DELAYS, REMOVALS, OR REPLACEMENTS.

TO DO SO MAY CAUSE TIME DELAYS FOR THE CONTRACTOR. THE CONTRACTOR WILL NOT BE ENTITLED

APPROVED BY THE ENGINEER PRIOR TO ORDERING, FABRICATING, OR INSTALLING MATERIALS. FAILURE

SUBMITTALS, CATALOG CUTS, SAMPLES, AND SHOP DRAWINGS MUST BE RECEIVED, REVIEWED, AND 23.

US SURVEY FEET.

STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EASTERN ZONE, NAD 1983 IN

BASED ON NAVD DATUM 1988. THE HORIZONTAL DATUM SHOWN IS REFERENCED TO THE NEW YORK

INVERT ELEVATIONS MEASURED DURING A FIELD EVALUATION IN DECEMBER 2019. ELEVATIONS ARE

THE SURVEY WAS PERFORMED BY GREENMAN-PEDERSEN, INC IN MAY 2019 AND SUPPLEMENTED WITH 22.

CONSTRUCTION SEQUENCE TO THE ENGINEER FOR APPROVAL.

TWO WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL SUBMIT A PROPOSED 21.

PROPORTIONALLY AND ARE FULLY DIMENSIONED.

FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN

DETAILS ON THE DRAWINGS LABELED AS 'NOT TO SCALE' ARE INTENTIONALLY DRAWN NOT TO SCALE 20.

RESPECTIVE ITEMS IN THE CONTRACT.

WATERING NEEDED FOR VEGETATION AND OTHER LANDSCAPING ITEMS SHALL BE INCLUDED UNDER EACH 19.

WITH APPLICABLE OSHA REGULATIONS AND TO HAVE PASSED THE OSHA 10 HOUR SAFETY COURSE.

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT THEIR WORKERS AT ALL TIMES IN CONFORMANCE 18.

CONTRACTOR'S SAFETY REQUIREMENTS.

TO ELECTRICAL SAFETY NOTE CONTAINED IN SECTION 100 OFTHE NYS STANDARD SPECIFICATIONS FOR

HIGH VOLTAGE AERIAL AND UNDERGROUN LINES MAY BE PRESENT WITHIN THE PROJECT LIMITS. REFER 1.

BE USED. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 206.0201.

FOR BACKFILL BY THE ENGINEER THEN SUITABLE MATERIAL, AS APPROVED BY THE ENGINEER, SHALL

IF MATERIAL EXCAVATED FOR PIPE OR DRAINAGE STRUCTURE INSTALLATION IS DEEMED UNSUITABLE 7.

LOCAL CODES, STANDARD ORDINANCES, RULES AND REGULATIONS.

ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND 6.

INFORMATION.

REFER TO THE MISCELLANEOUS DETAILS SHEETS AND NYSDOT STANDARD SHEETS FOR ADDITIONAL 5.

BATTERED GROUT SEAL TO BOTH THE INSIDE AND OUTSIDE OF THE STRUCTURE.

ALL SICPP PIPE ENDS SHALL PROTRUDE 2 INCHES INTO THE DRAINAGE STRUCTURE TO PROVIDE A 4.

UTILITIES ENCOUNTERED DURING TRENCHING.

CONTRACTOR SHALL PROTECT WORKERS WITHIN THE EXCAVATION AND SUPPORT ANY NEW OR EXISTING

FT. PAYMENT FOR THE EPS SHALL BE INCLUDED UNDER ITEM 552.17. THE EPS PROVIDED BY THE

IF NEEDED, AN EXCAVATION PROTECTION SYSTEM (EPS) SHALL BE USED FOR ALL EXCAVATIONS OVER 5 3.

ORDERING ANY DRAINAGE MATERIALS.

DETERMINED IN THE FIELD. THESE MEASUREMENTS MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO

EXACT OFFSETS AND SIZES OF DRAINAGE STRUCTURES ALONG WITH LENGTHS OF PIPE MUST BE 2.

TO BE PERFORMED.

REPRESENTATION OF ACTUAL FIELD CONDITIONS TO BE ENCOUNTERED OR EXACT QUANTITIES OF WORK

QUANTITIES SHALL NOT BE DEEMED OR CONSIDERED BY THE CONTRACTORS AS A WARRANTY OR

CONDITIONS AND QUANTITIES SHOWN ON THE DRAINAGE TABLE ARE ESTIMATED. THESE CONDITIONS AND 1.

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ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

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$D

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BRIDGES

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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F.

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REGION: 2

D036274

MICHAEL WIESZCHOWSKI

ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

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NIGNELANOI

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MI

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A

EL R.WIESZCHO

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085870.oN

WORK ZONE TRAFFIC CONTROL NOTES WORK ZONE TRAFFIC CONTROL NOTES (CON'T)

PEDESTRIAN AND BICYCLE ACCOMMODATION

DELINEATION

WORK ZONE TRAFFIC CONTROL NOTES

FLAGGING

6

WZP-1

COMPLETED THEIR WORK AT THE RESPECTIVE INTERSECTION UNLESS OTHERWISE APPROVED BY THE ENGINEER.

ANY PROPOSED SIDEWALK OR RAMP SHALL REMAIN CLOSED TO PEDESTRIANS UNTIL THE CONTRACTOR HAS 3.

PRICE FOR ITEM 619.01 - BASIC WORK ZONE TRAFFIC CONTROL.

AND EQUIPMENT NECESSARY TO MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC SHALL BE INCLUDED IN THE BID

TRAFFIC OR PRESENT A SAFETY HAZARD TO THE NON-MOTORIZED PUBLIC. ALL NECESSARY LABOR, MATERIAL,

OR OTHER SUCH BARRIERS SHALL NOT BE PLACED OR PARKED SO AS TO OBSTRUCT PEDESTRIAN/BICYCLE

MAINTAINED THROUGHOUT OR AROUND THE PROJECT FOR THE DURATION OF CONSTRUCTION. MATERIAL, EQUIPMENT

THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT PEDESTRIAN AND BICYCLE TRAFFIC IS TO BE 2.

MAINTENANCE, AND THE MANAGEMENT OF TRAFFIC.

THROUGH THE WORK ZONE SHALL BE AN ESSENTIAL PART OF THE HIGHWAY CONSTRUCTION, UTILITY WORK,

THE NEEDS AND CONTROL OF ALL ROAD USERS WITHIN THE HIGHWAY, INCLUDING PERSONS WITH DISABILITIES, 1.

AVOID CONFLICTS FOR TIMELY COMPLETION OF THE WORK.

MAINTENANCE OR RELOCATION WORK WITH RESPECT TO SITE ACCESS, TRAFFIC CONTROL AND SCHEDULING TO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL PUBLIC AND PRIVATE UTILITIES FOR 19.

OF GLOVERSVILLE NOISE ORDINANCE.

WILL NOT BE ALLOWED UNLESS APPROVED BY ENGINEER. NIGHTTIME CONSTRUCTION IS DEFINED PER THE CITY

THE CONTRACTOR IS ADVISED THAT THROUGHOUT THE DURATION OF THE PROJECT, NIGHTTIME CONSTRUCTION 18.

WITH SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS.

PEDESTRIAN AND BICYCLIST TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES IN ACCORDANCE 17.

SHALL BE PROVIDED BY THE CONTRACTOR. COST SHALL BE INCLUDED IN ITEM 619.01.

IN THE ENGINEER'S JUDGMENT, FLAGS ON SIGNS ARE NECESSARY DUE TO LIMITED SIGHT DISTANCE. THEY 16.

WHERE RESTRICTED SIGHT DISTANCE IMPEDES THE FLOW OF TRAFFIC OR A.O.B.E.

FLAGGERS SHALL BE LOCATED AT ALL ACTIVE WORK AREAS AND AT OTHER LOCATIONS WITHIN A WORK AREA 15.

FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF INCIDENTAL FLAGGING.2.

THE USE OF TEMPORARY SIGNALS AS SUBSTITUTE FOR FLAGGERS WILL NOT BE ALLOWED ON THIS PROJECT. 1.

EFFORTS TOWARDS THE PROTECTION OF TRAFFIC AND PERSONNEL SHALL BE THE ENGINEER.

ETC. ARE IN PLACE AND IN GOOD CONDITION. THE SOLE JUDGE OF THE EFFECTIVENESS OF THE CONTRACTOR'S

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL SIGNS, CONES, FLASHERS, BARRIERS, 14.

BE TAKEN TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

PRACTICES, ALL OPERATIONS IN THAT AREA SHALL BE DISCONTINUED AND IMMEDIATE REMEDIAL ACTION SHALL

IF THE ENGINEER NOTIFIES THE CONTRACTOR OR HIS SUPERINTENDENT OF ANY HAZARDOUS CONSTRUCTION 13.

TO MAINTAIN THIS ACCESS.

THE ENGINEER, SHALL BE BORNE BY THE CONTRACTOR, INCLUDING PROVIDING TEMPORARY ASPHALT PAVEMENT

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

THE COST OF PROVIDING AND MAINTAINING SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM 12.

COSTS FOR ALL TEMPORARY SIGNS FOR WORK ZONE TRAFFIC CONTROL SHALL BE INCLUDED UNDER ITEM 619.01.11.

MAY BE ORDERED BY THE ENGINEER. COST TO BE INCLUDED UNDER ITEM 619.01.

CONTROL DURING CONSTRUCTION OPERATIONS. ANY ADDITIONS OR DELETIONS TO THE TRAFFIC CONTROL PLANS

INCLUSIVE, BUT RATHER SERVE AS A GUIDE FOR THE SAFE AND EFFICIENT SEQUENCE OF TEMPORARY TRAFFIC

THE WORK ZONE TRAFFIC CONTROL PLANS PROVIDED AS PER STANDARD SHEETS ARE NOT INTENDED TO BE ALL 10.

CONTRACTOR'S SOLE COST AND EXPENSE.

CONTRACTOR, SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE

WITHIN THE CONTRACT LIMITS THAT ARE NOT SCHEDULED TO BE REPLACED, AND ARE DAMAGED BY THE

ENGINEER. LOCAL STREET PAVEMENT, CURBS, VEGETATION, SIDEWALKS, AND OTHER APPURTENANCES LOCATED

EQUIPMENT, AND TAKE SUCH PROTECTIVE MEASURES AS HE/SHE DEEMS NECESSARY OR AS DIRECTED BY THE

ALL OF THE RULES, REGULATIONS, AND DIRECTIONS OF LOCAL MUNICIPALITIES RELATIVE TO SUCH HANDLING OF

SIDEWALKS WHEN IT IS NECESSARY TO MOVE EQUIPMENT THROUGH LOCAL STREETS. HE/SHE SHALL OBSERVE

THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AVOID DAMAGING EXISTING PAVEMENT, CURBS, AND 9.

THE SIGNS ARE NOT TO BE TAKEN DOWN UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN REMOVED.

FAR END OF THE LANE CLOSURE AND WORKING TOWARDS THE SIGNS AT THE BEGINNING OF THE LANE CLOSURE.

WHEN REOPENING DRIVING LANES TO TRAFFIC, THE CONTRACTOR SHALL START BY MOVING THE DEVICES AT THE 8.

THE ENGINEER.

TRAFFIC, SHALL NOT BE PERMITTED, EXCEPT FOR TRAFFIC CONE PICK-UP OR AS SPECIFICALLY PERMITTED BY

DRIVING AGAINST TRAFFIC AT ANY TIME, REGARDLESS OF WHETHER OR NOT THE AREA HAS BEEN CLOSED TO 7.

OF THE ENGINEER.

MATERIAL SHALL BE STORED OR VEHICLES PARKED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE APPROVAL

THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE OF THE TRAVELWAY. NO 6.

EASILY SEEN BY APPROACHING TRAFFIC.

EQUIPPED WITH AN APPROVED AMBER ROTATING SAFETY LIGHT. THIS LIGHT SHALL BE MOUNTED SO AS TO BE

ALL VEHICLES AND EQUIPMENT THAT SHALL BE MOVING IN AND OUT OF TRAFFIC AT WORK AREAS SHALL BE 5.

HOWEVER ANY COSTS RESULTING FROM THESE CHANGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THE CONTRACTOR MAY SUBMIT REVISIONS TO THESE PLANS, IN WRITING, TO THE ENGINEER FOR APPROVAL, 4.

TRAFFIC CONTROL, OR AS AMENDED ON THESE PLANS, FOR THE DURATION OF THE PROJECT.

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH ALL PROVISIONS OF ITEM 619.01 - BASIC WORK ZONE 3.

(MUTCD) AND NYS SUPPLEMENT.

NYSDOT STANDARD SPECIFICATIONS, THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES

ALL WORK ZONE TRAFFIC CONTROL ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT 2.

619 OF THE CURRENT NYS STANDARD SPECIFICATIONS AND SECTION 619 OF THE NYS STANDARD SHEETS.

THE FOLLOWING NOTES ARE INTENDED TO SUPPLEMENT AND CLARIFY REQUIREMENTS SET FORTH IN SECTION 1.

WORK AREA COORDINATION

THE CITY OF GLOVERSVILLE SHALL BE NOTIFIED 2 WEEKS IN ADVANCE OF ANY SCHEDULED WORK.3.

ON-STREET PARKING CLOSURES.

NO CONFLICTS. THIS IS IS INCLUDE THE CITY OF GLOVERSVILLE POLICE DEPARTMENT FOR ANY NECESSARY

PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION ACTIVITIES IN THE AREA TO ENSURE THERE ARE

THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK, SUBCONTRACTORS WORK, 2.

SEQUENCES OF OPERATION AND A TIME SCHEDULE.

APPROVAL AN OUTLINE OF HIS PROPOSED METHODS AND MANNER OF EXECUTING THE WORK. INCLUDING

IT IS THE RESPONSIBILITY OF THE CONTRACTOR, BEFORE COMMENCING WORK, TO SUBMIT TO THE ENGINEER FOR 1.

EQUIPMENT RUNNING AFTER THE SCHEDULED QUITE TIMES PER CITY OF GLOVERSVILLE NOISE ORDINANCE.

THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE THE SCHEDULED START TIMES, NOR KEEP 27.

3 PM TO 6 PM

MONDAY THROUGH FRIDAY 7 AM TO 9AM

OTHERWISE APPROVED BY THE CITY OF GLOVERSVILLE.

THERE SHALL BE NO TEMPORARY LANE CLOSURES ALLOWED BETWEEN THE FOLLOWING HOURS, UNLESS 26.

INSTRUCTION 17-010 FOR TEMPORARY LANE/SHOULDER CLOSURE RESTRICTIONS.

RESTRICTIONS ARE IN PLACE FOR THIS PROJECT. THE CONTRACTOR SHALL REFERENCE NYSDOT ENGINEERING

HOLIDAY WORK RESTRICTIONS: WORK RESTRICTIONS: THE CONTRACTOR SHOULD BE AWARE THAT WORKING 25.

THE MINIMUM WIDTH OF TRAVEL LANES SHALL BE 10 FEET UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 24.

SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01.

IN THE ROADWAY AREA TO PROVIDE A SMOOTH TRANSITION. THE COST FOR ANCHORED PLATES AND PAVEMENT

LOADINGS DUE TO CONSTRUCTION VEHICLES AND EQUIPMENT. STEEL PLATES SHALL BE RAMPED WITH ASPHALT

SUBGRADE, SUBBASE COURSES OR BASE COURSES TO PROTECT SHALLOW UTILITY FACILITIES FROM WHEEL

ALL TRENCH EXCAVATIONS DURING NON-WORKING HOURS. ANCHORED STEEL PLATES SHALL ALSO BE PLACED ON

THE CONTRACTOR SHALL BACKFILL ALL OPEN EXCAVATIONS OR PROVIDE ANCHORED STEEL PLATES TO COVER 23.

PANELS OR TUBULAR MARKERS ARE STRUCK.

ENGINEER, WHICH SHALL NOT PRESENT A HAZARD TO MOTORISTS OR WORKERS IF THE CONES, DRUMS, VERTICAL

THIS BY DOUBLING CONES, THE USE OF SAND BAGS, RINGS OR BY OTHER MEANS, AS APPROVED BY THE

DEVICES FROM BEING BLOWN OVER OR DISPLACED BY PASSING VEHICLES. THE CONTRACTOR SHALL ACCOMPLISH

TRAFFIC, THE CONTRACTOR SHALL TAKE WHATEVER STEPS ARE NECESSARY TO PREVENT ALL TRAFFIC CONTROL

WHERE DRUMS, CONES, VERTICAL PANELS OR TUBULAR MARKERS ARE USED IN CONTROLLING THE MOVEMENT OF 22.

NORMAL WORKING HOURS. DUPLICATE COPIES OF THE ABOVE SHALL BE FILED WITH THE ENGINEER.

OR PERSONS AUTHORIZED TO SECURE LABOR, MATERIALS AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE OF

LAW ENFORCEMENT AND GOVERNMENT AGENCIES THE NAME, ADDRESS AND TELEPHONE NUMBER(S) OF THE PERSON

RESPONSIBILITY FOR EMERGENCY REPAIRS: THE CONTRACTOR SHALL, IN WRITING, SUBMIT TO THE APPROPRIATE 21.

AUTHORITIES, AND AMBULANCE SERVICES THROUGHOUT THE PROJECT AREA AT ALL TIMES.

THE CONTRACTOR SHALL PROVIDE SAFE AND CONVENIENT EMERGENCY ACCESS FOR LOCAL FIRE, POLICE 20.

CLOSURE OR TAPER. DIFFERENT CHANNELIZATON DEVICES MAY BE USED ON DIFFERENT AREAS OF THE PROJECT.

THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES (CONES, BARRELS, VERTICAL PANELS) IN A LINEAR 2.

CLEARANCE TO THE TRAVELWAY.

ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED AS TO PROVIDE A MINIMUM 1 FOOT LATERAL 1.

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AS-BUILT REVISIONS

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TRAFFIC SIGNAL NOTES PROJECT SPECIFIC NOTES

TSN-1

AS-BUILT PLANS

EACH INTERSECTION.

AS-BUILT PLANS. AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY FOR

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DEVELOPING 1.

TRAFFIC SIGNAL NOTES

TRAFFIC SIGNAL NOTES

THE LENGTH OF THE ANCHOR BOLTS PLUS 6 INCHES

THAN THE LENGTH OF THE ANCHOR BOLTS. THE CONTRACTOR SHALL EXCAVATE TO

INTO ROCK EQUAL TO THE FOOTING DIAMETER. IF THE RESULTING DEPTH IS LESS

OVERBURDENS, THE FOOTING LENGTH MAY BE DECREASED TO PROVIDE EMBEDMENT

INTO THE ROCK EQUAL TO THE FOOTING DIAMETER PLUS 2 FT. FOR DEEPER

THEN THE FOOTING LENGTH MAY BE DECREASED SO AS TO PROVIDE AN EMBEDMENT

"MINIMUM EMBEDMENT" LENGTH GIVEN IN THE TABLE ON STANDARD SHEET 680-01,

THE DEPTH OF THE SOIL OVER THE ROCK IS ONE-THIRD OR LESS THAN THE

WHERE SOUND BEDROCK IS ENCOUNTERED DURING POLE EXCAVATION OPERATIONS AND 22.

ENGINEER SHALL BE NOTIFIED.

SOILS ARE ENCOUNTERED IN THE EXCAVATION FOR A POLE FOUNDATION, THE

IN THE EVENT THE UNSUITABLE MATERIALS SUCH AS SILTS, SOFT CLAY OR ORGANIC 21.

BID PRICE AS APPLICABLE.

ADJACENT AREA, PAYMENT FOR WORK AND MATERIALS IS TO BE INCLUDED IN THE

REMOVED, ANY DISTURBED GROUND SHALL BE RESTORED TO A CONDITION MATCHING

IN AREAS WHERE SIGNAL POLES ARE INSTALLED OR WHERE SIGNAL EQUIPMENT IS 20.

BE PERMITTED.

PEDESTRIAN HEADS SHALL BE DRILLED. THE USE OF CUTTING TORCHES SHALL NOT

ALL HOLES FOR LB, CONDUITS, EYEBOLTS, AND POLE MOUNTED SIGNAL AND/OR 19.

BOLT COVERS.

ALL ANCHOR BASE PEDESTRIAN SIGNALS POLES SHALL BE EQUIPPED WITH ANCHOR 18.

ZONE TRAFFIC CONTROL.

DEVICES. COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01 - BASIC WORK

SHALL BE INSTALLED AS REQUIRED BY THE MANUAL OF UNIFORM TRAFFIC CONTROL

THE CONTRACTOR IS WORKING AT THAT INTERSECTION. ADDITIONAL CONSTRUCTION SIGNS

CONSTRUCTION SIGNS SHALL BE INSTALLED ON ALL LEGS OF AN INTERSECTION WHILE 17.

IN THE PRICE BID UNDER ITEM 680.5001-POLE EXCAVATION AND CONCRETE FOUNDATION.

B) THE COST OF THE ANCHOR BOLTS AND THE STEEL REINFORCING SHALL BE INCLUDED

THE MAST ARMS AND TRAFFIC SIGNAL HEADS ARE INSTALLED.

THE SIGNAL POLE IS ERECTED, AND SHALL CURE FOR A MINIMUM OF 28 DAYS BEFORE

A) THE CONCRETE POLE FOUNDATION SHALL CURE FOR A MINIMUM OF 14 DAYS BEFORE

FOR NEW ANCHOR BASE POLE INSTALLATIONS:16.

NO SPLICES SHALL BE ALLOWED IN THE SIGNAL CONTROL WIRE.15.

NECESSARY FOR THE OPERATION OF THE WORKING SIGNAL SYSTEM.

THE BASE CAPPED FOR FUTURE USE. THIS SHALL BE IN ADDITION TO THE CONDUITS

PRICE BID FOR THE FOUNDATION. ALL POLE BASES SHALL HAVE ONE UNUSED CONDUIT IN

THE COST OF THE CONDUIT WITHIN THE POLE FOUNDATION SHALL BE INCLUDED IN THE 14.

PRICE BID FOR ITEM 206.03.

ENCASE AND PROTECT THE RIGID PLASTIC CONDUITS COST OF CONCRETE IS INCLUDED IN

SIGNAL CONDUIT TRENCHES ACROSS ROADWAYS SHALL BE BACKFILLED WITH CONCRETE TO 13.

VARIOUS CONDUIT ITEMS.

CONDUIT INSTALLATIONS. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR THE

METAL UTILITY LOCATION TAPE SHALL BE PLACED ABOVE ALL NEW RIGID PLASTIC 12.

CONDITION MATCHING ADJACENT AREAS.

CONTRACTOR. THE PULLBOX SHALL BE FILLED AND THE AREA SHALL BE RESTORED TO A

FOLLOWS: PULLBOX COVER AND FRAME SHALL BE REMOVED AND DISPOSED OF BY THE

ALL PULLBOXES TO BE REMOVED UNDER ITEM 680.82250801 SHALL BE REMOVED AS 11.

HOLE.

TERMINAL SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE POLE FROM THE HAND

HAND HOLE IN THE POLE PER SECTION 724-03 OF THE STANDARD SPECIFICATIONS. THIS

ALL POLES SHALL BE EQUIPPED WITH A GROUNDING TERMINAL ACCESSIBLE THROUGH THE 10.

NIPPLES SHALL HAVE TAPERED THREADS.

HARDWARE SHALL BE MANUFACTURED WITH TWO SET SCREWS AND ALL THREADED POPE

ON ALL PEDESTRIAN SIGNAL HEAD ASSEMBLIES ALL FEMALE THREADED CONNECTING 9.

OPERATIONS.

AND PROTECT ALL FACILITIES ENCOUNTERED IN THE TRENCHING AND EXCAVATING

THE CONTRACTOR SHALL SATISFY THEMSELVES OF EXISTING CONDITIONS, AND SUPPORT

THE LOCATIONS OF ALL UNDERGROUND OBJECTS HAVE NOT BEEN SHOWN ON THE PLANS. 8.

ALL SERVICE CONNECTIONS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANY.

UNDER NO CONDITION SHALL THE CONTRACTOR MAKE THEIR OWN SERVICE CONNECTIONS. 7.

ANY SCHEDULED SIGNAL WORK.

THE CONTRACTOR SHALL NOTIFY THE CITY OF GLOVERSVILLE 48 HOURS IN ADVANCE OF 6.

THEIR INSTALLATION AND OFFICIAL ACCEPTANCE.

MAINTENANCE JURISDICTION OVER THE SIGNALS IN THIS CONTRACT UPON COMPLETION OF

UNLESS OTHERWISE NOTED, THE CITY OF GLOVERSVILLE/FULTON COUNTY SHALL HAVE 5.

WILL MAKE THE NECESSARY CORRECTIONS BEFORE THE SIGNAL IS ACCEPTED BY THE CITY.

CONTRACTOR WILL BE NOTIFIED OF ANY DEFECTS FOUND DURING THE INSPECTION AND

CONTRACTOR PROVIDE ACCESS TO ALL PULLBOXES FOR INSPECTION PURPOSES. THE

PERFORM AND INSPECTION OF THE SIGNAL SYSTEM. AT THE TIME OF INSPECTION, THE

UPON COMPLETION OF WORK, CITY/NYSDOT SIGNAL MAINTENANCE PERSONNEL SHALL 4.

NEMA SPECIFICATION TS 2-2003 AS AMENDED.

EQUIPMENT IS TO BE INSTALLED, SUCH EQUIPMENT SHALL MEET ALL REQUIREMENTS OF

WHERE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SPECIFICATION 3.

MODIFIED BELOW AND IN THE CONTRACT PLANS.

STATE STANDARD SHEETS 680-1 THROUGH 680-17 INCLUSIVE, AS APPLICABLE, EXCEPT AS

ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK 2.

CURRENT ADDENDA, EXCEPT AS MODIFIED BELOW IN THE CONTRACT DOCUMENTS.

(AS AVAILABLE ON THEIR WEBSITE) IN EFFECT AT THE TIME OF BIDDING, INCLUDING

CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE 1.

7

INSTALLATION.

MARKED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO THEIR

THE LOCATION OF THE CURB RAMPS, PEDESTRIAN POLES, AND PULLBOXES SHALL BE 10.

NYSDOT SPECIFICATIONS.

FOR ITEMS 206.03, 680.5001, 680.510501, OR AS SPECIFIED ON THE PLANS PER

ITEM 608.0101. ALL OTHER CONCRETE WORK SHALL BE INCLUDED IN THE BID PRICE

RELATED TO CONDUIT EXCAVATION AND BACKFILL IN SIDEWALK SHALL BE PAID UNDER

IN THE PRICE BID FOR ITEM 206.03. THE REPLACEMENT OF FULL CONCRETE PANELS

SIDEWALK PANEL, SUBBASE, SUBGRADE, BACKFILL AND GRADING SHALL BE INCLUDED

CONDUIT EXCAVATION IS COMPLETED IN EXISTING SIDEWALK; THE EXCAVATION OF THE

SIDEWALKS. ONLY FULL PANEL REPLACEMENTS SHALL BE CONSTRUCTED. WHERE

PARTIAL CONCRETE PANEL REPAIRS OR PATCHES SHALL NOT BE ALLOWED IN 9.

HEADS FROM THE OPPOSITE CORNER PRIOR TO INSTALLING POLE FOUNDATIONS.

THE CONTRACTOR SHALL CONFIRM VISIBILITY OF PROPOSED PEDESTRIAN SIGNAL 8.

REUSED.

ALL UNUSED EXISTING WIRING IS TO BE REMOVED FROM PULLBOXES THAT ARE TO BE 7.

SUPPLIER.

ALL LED SIGNAL MODULES FOR THIS PROJECT SHALL BE SUPPLIED FROM THE SAME 6.

POWDER COATED "RAL 6012 DARK GREEN" OR EQUIVALENT.

POLES UNDER ITEM 680.6708, AND POLES UNDER ITEM 680.81310109 SHALL BE

BRACKETS TO BE SUPPLIED UNDER ITEM 680.8141 AND 680.4142, THE PEDESTRIAN

SHALL BE INCLUDED WITH EACH SIGNAL HEAD AND BE DARK GREEN IN COLOR. THE

POLYCARBONATE RESIN AND SHALL BE DARK GREEN IN COLOR. ALUMINUM VISORS

THE PEDESTRIAN SIGNAL HEADS SUPPLIED SHALL BE MADE OF INJECTED 5.

AN ALUMINUM VISOR SHALL BE PROVIDED FOR ALL SECTIONS.

SIGNAL BRACKETS SHALL BE SUPPLIED WITH A DARK GREEN POWDERCOAT FINISH AND

GREEN IN COLOR AS REQUIRED BY THE CITY OF GLOVERSVILLE FOR VISIBILITY. ALL

POLYCARBONATE RESIN WITH STAINLESS STEEL TOP PLATES AND SHALL BE DARK

THE TRAFFIC SIGNAL SECTION TO BE FURNISHED FOR THIS SHALL BE OF INJECTED 4.

GRANTED BY THE CITY.

CLOSURES PERMITTED DURING THE PEAK HOURS (6AM - 9AM AND 3PM - 6PM) UNLESS

LANE CLOSURES 48 HOURS PRIOR TO WORK COMMENCING. THERE ARE NO LANE

THE CONTRACTOR WILL NOTIFY THE CITY OF ANY ANTICIPATED SIGNAL WORK OR 3.

BE APPROVED BY THE ENGINEER.

KEEP IT RUNNING AFTER 6:00 PM. USE EQUIPMENT OUTSIDE OF THIS WINDOW SHALL

THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE 7:00 AM NOR 2.

AUDIBLE MESSAGES SHALL BE INCLUDED IN THE ITEM.

ENSURE LATCHING OPERATION OF THE PILOT LIGHT AND PROGRAM MUTCD COMPLIANT

CONTROL UNITS, OR APPROVED EQUAL. ALL WORK AND EQUIPMENT NECESSARY TO

STATION (DARK GREEN IN COLOR) WITH THE NECESSARY NUMBER OF PUSHBUTTON

UNDER ITEM 680.81310009, THE CONTRACTOR SHALL INSTALL A APS PUSHBUTTON 1.

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AS-BUILT REVISIONS

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MTD-1MISCELLANEOUS DETAILS

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UTIL QLVL = D

PIN: 2650.54

FULTON


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1'-

6"

MIN.

INCLUDING SURFACE RESTORATION.

THE BID PRICE FOR 206.03 - CONDUIT EXCAVATION AND BACKFILL

ALL EXCAVATION, BACKFILL, AND RESTORATION IS TO BE PAID FOR UNDER 1.

(NTS)

NOTES:

CONDUIT EXCAVATION AND BACKFILL IN PAVEMENT

START CROSSING

VEHICLES

WATCH FOR

IF STARTED

FINISH CROSSING

DON'T START

CROSSING

TO FINISH

TIME REMAINING

DON'T CROSS

TO CROSS

PUSH BUTTON

6'-

0"

NOTES:

TO CROSS

PUSH BUTTON

START CROSSING

Watch ForVehicles

DON'T START

Finish CrossingIf Started

TIME REMAININGTo Finish Crossing

DON'T CROSS

FLASHING

TIMER

STEADY

START CROSSING

Watch ForVehicles

DON'T START



FLASHING

TIMER

STEADY

TO CROSS

PUSH BUTTON

DON'T CROSS

TO CROSS

PUSH BUTTON

START CROSSING

Watch ForVehicles

DON'T START



DON'T CROSS

FLASHING

TIMER

STEADY

START CROSSING

Watch ForVehicles

DON'T START



FLASHING

TIMER

STEADY

TO CROSS

PUSH BUTTON

DON'T CROSS

PEDESTRIAN SIGNAL SIGN DETAIL

(NTS)

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

NOTE:

BID PRICE FOR 680.81310009.

THE PRICE FOR THE PEDESTRIAN SIGNAL SIGN SHALL BE INCLUDED IN THE 1.

8'-

0"

1'-6"

42"

(NTS)

(NTS)

PEDESTRIAN SIGNAL DETAIL

(NTS)

00

PEDESTRIAN SIGNAL POLE DETAIL

EACH BRACKET MOUNTED ASSEMBLY.

A STAINLESS STEEL TOP PLATE SHALL BE ATTACHED TO THE TOP OF 3.

110 DEGREES APART.

BE PLACED AS CLOSE TO 90 DEGREES AS POSSIBLE, BUT NO MORE THAN

SAME POLE WITH A 90 DEGREE ORIENTATION, THE PUSHBUTTONS SHOULD

IF TWO APS PUSHBUTTONS WITH SIGNS ARE T0 BE INSTALLED ON THE 2.

CONCRETE/ASPHALT SURFACE.

AN ACCESSIBLE SURFACE. AN ACCESSIBLE SURFACE IS DEFINED AS A

PUSH BUTTON IS TO FACE AN ACCESSIBLE SURFACE OR BE WITHIN 10" OF

SEE THE TRAFFIC SIGNAL PLANS FOR PUSH BUTTON ORIENTATION. THE 1.

COURSE (SEE NOTE 1)

1 1/2" ASPHALT TOP

EXISTING ROADWAY

CLASS "D" CONCRETE

SAME TRENCH

MAY BE PLACED IN THE

MORE THAN ONE CONDUIT

ITEM 680.813105 (SEE NOTE 3)

BI-MODAL,HAND/MAN SYMBOLS LED

PEDESTRIAN SIGNAL MODULE - 12 INCH

ITEM 680.81500010 (SEE NOTE 3)

PEDESTRIAN COUNT-DOWN TIMER MODULE

ITEM 680.813106

POLYCARBONATE, TYPE I, 12 INCH

PEDESTRIAN SIGNAL SECTION -

PEDESTRIAN SIGN (R10-3E)

NOTES 1 AND 2)

APS PUSH BUTTON (SEE

ITEM 680.6708

PEDESTRIAN POLE

0% SLOPE

INSTALL BASE PLATE AT

RESILIENT JOINT FILLER

1/2" PREMOULDED

BOLT CIRCLE

FOR ANCHOR BOLT SIZE, LENGTH, AND

SEE MANUFACTURER RECOMMENDATIONS

ITEM 680.5001

PEDESTRIAN POLE FOUNDATION

SYMBOLS LED

MODULE - 12 INCH BI-MODAL,HAND/MAN

ITEM 680.813105 - PEDESTRIAN SIGNAL

INCH

SECTION - POLYCARBONATE, TYPE I, 12

ITEM 680.813106 - PEDESTRIAN SIGNAL

COUNT-DOWN TIMER MODULE

ITEM 680.81500010 PEDESTRIAN

10"

3/4"

8 1/2" BOLT CIRCLE

1 1/8" DIA.

PED POLE BASE DETAIL

(NTS)

INSIDE DIAMETER ALUMINUM ROUND POST.

COUPLER THREADED TO ACCEPT A 4"

ITEM 680.81310009

APS PUSH BUTTON STATION

VARIES

9


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UTIL QLVL = D

PIN: 2650.54

FULTON


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REGION: 2

D036274


ON: JUNE 16, 2020

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085870.oN

A A

2'-0" (MIN.)

EXIS

TIN

G

RO

AD

WA

Y

ROADWAY

EXISTING

(NTS)

(NTS)

7.5%

(MAX.)

1.5%

(MAX.)

REVEAL, ‚" (MAX.)

7.5% MAX (TYP)

RAMP SLOPE,

RAMP

VARIES

1.5

%

MA

X

CR

OS

SL

OP

E

DETAIL, THIS SHEET)

(SEE CURB INSTALLATION

PROPOSED CURB

RAMP

VARIES

ITEM 304.12

6" SUBBASE

SIDEWALK CROSS SLOPE

SIDEWALK GRADE (RUNNING SLOPE)

BLENDED TRANSITION GRADE (RUNNING SLOPE)

NOTE:

REFER TO NYSDOT STANDARD SHEETS 608-01.1.

CURB RAMP GRADE (RUNNING SLOPE)

ELEMENT

7.5% MAX.

5.0% MAX.

8.3% MAX.

5.0% MAX.4.5% MAX.

1.5% MAX.

4.5% MAX.

2.0% MAX.

LAYOUT LIMIT

DESIGN AND FIELD

ACCEPTANCE

LIMIT FOR WORK

DESIGN ELEMENT TOLERANCES

(NTS)

CURB AND SIDEWALK DESIGN TOLERANCES

6"6"

4"

ITEM 418.7603

PAVEMENT JOINT ADHESIVE

ITEM 402.128203

2" F2 TOP COURSE, 80 SERIES COMPACTION

ITEM 407.0103

STRAIGHT TACK COAT

ITEM 203.02

UNCLASSIFIED EXCAVATION

ITEM 627.50140008

CUTTING PAVEMENT

ITEM 608.0101

4" CONCRETE

ITEM 304.12

6" SUBBASE

CLASS A CONCRETE

CONTINUOUS BED

DRY MIX CONCRETE

OF SUBBASE COURSE

BACKING TO BOTTOM

PLACE CONCRETE

PANEL LAYOUT AOBE

4" FOR ALL OTHER AREAS

6" FOR DRIVEWAYS AND TRAFFIC AREAS

AT 20' O.C.

FILLER W/SEALANT

EXPANSION JOINT

BITUMINOUS

PREMOLDED

REINFORCEMENT

SEE NOTE 1 FOR

NOTES:

ITEM 608.21000003

DETECTIBLE WARNING

ITEM 304.12

6" SUBBASE

1.5%ITEM 608.21000003

DETECTIBLE WARNING

USING ADDITIONAL FIBER REINFORCEMENT.

COMMERCIAL DRIVEWAY, THE CONTRACTOR SHALL USE WIRE MESH WITH THE OPTION OF

6"X6" WIRE MESH (W2.9 OR 23) OR USING FIBER REINFORCEMENT. WHERE THERE IS A

OF THE NYS STANDARD SPECIFICATIONS. CONTRACTORS ARE GIVEN THE OPTION OF USING

1. THE CONTRACTOR IS TO USE CLASS D CONCRETE WITH REINFORCEMENT PER 608-2.01D

CURB INSTALLTION DETAIL

DETAIL "A"

SECTION A-A

SIDEWALK RAMP

SIDEWALK INSTALLATION DETAIL

5'-0" (MIN.)

LANDING

(5'-

0"

TY

P)

SID

EW

AL

K

ITEM 627.50140008

CUTTING PAVEMENT,

ITEM 608.0101

4" CONCRETE SECTION

CURB RAMP DETAIL

(NTS)

(NTS)

(NTS)

ITEM 609.0203

GRANITE CURB - TYPE C

E. FULTON ST

E. FULTON ST PAVEMENT DETAIL

2" - ITEM 402.198903

3" - ITEM 402.378903

1 • " - ITEM 402.128203

12" - ITEM 304.12

ITEM 407.0103

STRAIGHT TACK COAT

ITEM 203.02

UNCLASSIFIED EXCAVATION

ITEMS 418.7603 AND 627.50140008

JOINT ADHESIVE

CUTTING PAVEMENT AND PAVEMENT

ITEM 608.0101

4" SIDEWALK1'-0"

proposed DROP CURB

EXISTING CURB TO BE REMOVED

608.0101)

ORDERED BY ENGINEER (COST TO BE INCLUDED IN ITEM

WHEN THE CURB IS SET AGAINST NEW SIDEWALK AS

EXPANSION JOINT MATERIAL SHALL BE INSTALLED

2'-0"

BE INCLUDED IN ITEM 608.0101)

RE-USE EXISTING SUBBASE (COST TO

SLOPE (1.5% MAX)

MATCH EXISTING

ITEM 609.0203

NEW GRANITE CURB


10

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AS-BUILT REVISIONS

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

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ITEM 490.30

2" COLD MILLING,

10'-0" (MILLED WIDTH)

8'-0" (CROSSWALK)

ITEM 407.0103

STRAIGHT TACK COAT

685.11

CROSSWALK, ITEM

PROPOSED

(NTS)

EXISTING ROADWAY

REMOVE EXISTING 4" SIDEWALK

DETAIL ON DWG MTD-2

SEE CURB INSTALLATION

NOTES:

4" - ITEM 608.0101 (SEE NOTE 2)

EXISTING MULCH AREA

4" TOPSOIL AND SEED - ITEMS 610.1402, 610.1601

EXISTING FLUSH SIDEWALK

EXISTING PAVEMENT

SEPARATION VARIES (SEE GENERAL PLANS)

ITEM 627.50140008

PAVEMENT SAW CUT

NOTES:

DETAIL ON DWG MTD-2


6'-0"

ITEM 418.7603

PAVEMENT JOINT ADHESIVE

CONTRACTOR IS TO USE THE TOPSOIL TO GRADE DOWN TO ADJACENT SIDEWALK.

THE SIDEWALK ELEVATION WILL VARY DUE TO THE PROPOSED CURB RAMP. THE 2.

1. ALL REMOVAL FOR THIS DETAIL ARE TO BE PAID FOR UNDER ITEM 203.02.

ITEM 304.12

8" SUBBASE

NOTES:

ITEM 304.12

6" SUBBASE

203.02.

DRIVEWAY SHOWN IN THIS DETAIL IS TO PAID FOR UNDER ITEM

1. ALL EXCAVATION OF THE EXISTING SIDEWALK, CURB, AND ASPHALT

EXISTING GRASSED AREA

(NTS)

8" REVEAL

ITEM 203.03

EMBANKMENT IN PLACE

ITEM 609.0401

VF150 CONCRETE CURB

8"

EXISTING GRANITE CURB

ITEM 609.0203


ITEM 609.0203


ITEM 609.0203


7'-6" - 9'-0"

ITEM 608.0101

4" SIDEWALK

EXISTING EDGE OF PAVEMENT

SEPARATION VARIES (SEE GENERAL PLANS)

ITEM 203.02 (SEE NOTE 1)

EXISTING ROADWAY SURFACE

(NTS)

CAYADUTTA ST

ITEM 407.0103

STRAIGHT TACK COAT (2 COATS)

REMOVE EXISTING FLUSH CURB (SEE NOTE 1)

1'-0"

(NTS)

DETAIL ON DWG MTD-2


6" (SEE NOTE 1)

REMOVE ASPHALT - APPROX.

ITEM 402.128203

SERIES COMPACTION

2" F2 TOP COURSE, 80

(SEE NOTE 2)

6.5" ASPHALT - ITEM 608.020102

(NTS)

70'-

0"

23'-

8"

8'-

4"

8'-

0"

10'-

0"

20'-

0" (TYP)

EXISTING CURB

PAVEMENT (TYP)

EXISTING EDGE OF

ITEM 685.11

STRIPING (TYP)

WHITE LANE

ITEM 685.14

SYMBOL (TYP)

WHITE PAVEMENT

ITEM 685.13

LETTERS (TYP)

WHITE PAVEMENT

ITEM 685.12

STRIPING (TYP)

YELLOW CENTERLINE

ITEM 685.11

18" STOPBAR (TYP)11'-0" 11'-0"

ITEM 627.50140008

PAVEMENT CUTTING (TYP)

ITEM 418.7603

ADHESIVE (TYP)

PAVEMENT JOINT

MILL AND INLAY AT SPRING STREET DETAIL

FULTON STREET STRIPING DETAIL

DETAIL ON DWG MTD-2


ITEM 609.0203


BUMPOUT WIDTH VARIES

ITEM 203.02TO EXISTING SUBBASEREMOVE PAVEMENT DOWN

ITEM 304.12

6" SUBBASE

ITEM 203.03

EMBANKMENT IN PLACE

ITEM 608.0101

4" SIDEWALK

(NTS)

TYPICAL BUMPOUT DETAIL

GENERAL PLANS FOR LIMITS

NEAREST JOINT - SEE

SIDEWALK REPLACED TO

ITEM 203.02TO EXISTING SUBBASEREMOVE PAVEMENT DOWN


SUBBASE

ITEM 203.03

EMBANKMENT IN PLACE

DRIVEWAY

STEWARTS PARKING LOT

REMOVE EXISTING CONCRETE CURB

SECTION A-ACAYADUTTA ST PLANTING AREA DETAIL

SECTION B-BCAYADUTTA ST DRIVEWAY DETAIL

SECTION C-CPROSPECT AVE PLANTING AREA DETAIL


6" SIDEWALK

(W2.9 OR W3) WIRE MESH WITH THE OPTION OF USING ADDTIONAL FIBER REINFORCEMENT.

THE COMMERCIAL DRIVEWAY SIDEWALK THE CONTRACTOR SHALL USE 6"X6" WIRE MESH 4.

ITEM 304.12 TYPE II SUBBASE AS NECESSARY TO ADJUST FOR ELEVATION DIFFERENCES.

THE CONTRACTOR IS TO RE-USE EXISTING SUBBASE WHEN FEASIBLE. THEY ARE TO USE 3.

INCHES AND THE FINAL LIFT OF 9.5 MIX ASPHALT IS TO BE 1.5 INCHES THICK.

INSTALLED IN THREE LIFTS. THE FIRST TWO LIFTS OF 19.0 MIX ASPHALT ARE TO BE 2.5

PER NYSDOT STANDARD SPECIFICATION 608.3.02, THE DRIVEWAY PAVEMENT IS TO BE 2.

THIS DETAIL IS TO PAID FOR UNDER ITEM 203.02.

1. ALL EXCAVATION OF THE EXISTING SIDEWALK, CURB, AND ASPHALT DRIVEWAY SHOWN IN

(1.5% MAX)

MATCH EXISTING SLOPE

MATCH EXISTING SLOPE (1.5% MAX)

MATCH EXISTING SLOPE (1.5% MAX)

SLOPE (1.5% MAX)

MATCH EXISTING

SLOPE (1.5% MAX)

MATCH EXISTING


11

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AS-BUILT REVISIONS

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

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R

Y

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Y

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B A7 1 1 2

8

5 A 3 B 4

6

4 6 B BX XX

X

8'-0"

3'-0"8'-0"

3'-0"

(NTS)

MAIN STREET AND FULTON STREET SPAN WIRE DETAIL

ITEM 680.77000205

SIGNAL HEAD

RELOCATE ONE-WAY ITEM 680.77000205

RELOCATE OVERHEAD SIGN

ITEM 680.77000205

SIGN ASSEMBLY

REMOVE OVERHEAD

NOTES:

X

SP1 SP2

RE-ATTACH ALL SIGNAL HEAD ASSEMBLIES AND SIGNS TO THE LOWER TETHER WIRE.F.

HEAD ASSEMBLY 1 AND 4/6.

REMOVE EXISTING SIGNAL CABLES BETWEEN THE CONTROLLER AND EXISTING SIGNAL E.

POSITION ON SPAN WIRE, 3' NORTHWEST ALONG SPAN WIRE FROM EXISTING POSITION.

RELOCATE OVERHEAD SIGN ASSEMBLY B (STRAIGHT/RIGHT WESTBOUND APPROACH) TO NEW D.

REMOVE EXISTING SIGNAL HEAD ASSEMBLY 4/6.C.

APPROACH) FROM SPAN WIRE.

REMOVE EXISTING OVERHEAD SIGN ASSEMBLY B (STRAIGHT/RIGHT SOUTHBOUND B.

SOUTHEAST ALONG SPAN WIRE FROM SIGNAL HEAD 2.

RELOCATE EXISTING SIGNAL HEAD ASSEMBLY 1 TO NEW POSITION ON SPAN WIRE, 8' A.

INCLUSIVE OF NEW WIRING:

INCLUDE ALL THE LABOR AND MATERIALS NECESSARY TO PERFORM THE WORK BELOW NOT

ITEM NO. 680.77000205 - MODIFY EXISTING TRAFFIC SIGNAL EQUIPMENT, SHALL 1.

ITEM 407.0103

STRAIGHT TACK COAT

2.1%

(NTS)

ITEM 418.7603

ADHESIVE (TYP)

PAVEMENT JOINT

ITEM 490.30

MILLING (TYP)

MISCELLANEOUS

4'-0"4'-0" �60' 4'-0" 4'-0"

ITEM 402.0189032" TRUE AND LEVEL

ITEM 402.1282032" TOP COURSE

2"

4.1%

680.810701 (6), 680.8111 (2)

(2), 680.810303 (2), 680.810305 (2),

ITEMS 680.77000205, 680.810301

INSTALL (2) 1-WAY SIGNAL HEADS

REMOVE TWO-WAY SIGNAL HEAD AND

SECTION A-ARAISED CROSSWALK - DWG GNP-3A


12

NOTES:

ALL EXISTING DRAINAGE PIPES ARE 12" DIAMETER. 2.

HAVING AN 8" BOTTOM SLAB AND 18" SUMP.

THE TYPE 'F' CATCH BASINS (ITEM 604.300671) ARE DIMENSIONED BASED ON 1.

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AS-BUILT REVISIONS

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

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085870.oN

SE

E

NO

TE 1

SEE NOTE 1

(NTS)

NOTES:

SEE NOTE 1

(NTS)

4'-0"

ITEM 655.1202

MANHOLE FRAME AND COVER

SE

E

NO

TE 1

ITEM 604.4048

48" ROUND MANHOLE

SE

E

DR

AIN

AG

E

TA

BL

E -

THIS

SH

EE

T

TYPE A OR F DRAINAGE STRUCTURE

EXISTING 12" DRAINAGE PIPE

DOG HOUSE CATCH BASIN

SE

E

DR

AIN

AG

E

TA

BL

E -

THIS

SH

EE

T

FRAME AND GRATE

SEE DRAINAGE TABLE FOR

DOGHOUSE ROUND CATCH BASIN

NOTE 2)

CLASS 'A' CONCRETE (SEE

FILL ANNULAR SPACE WITH

NOTE 2)

CLASS 'A' CONCRETE (SEE

FILL ANNULAR SPACE WITH

EXISTING 12" DRAINAGE PIPE INVERT

8"

EXISTING GRADE

4" - ITEM 402.198903

12" - ITEM 304.12

PIPE

PROPOSED DRAINAGE

627.50140008

ITEMS 418.7603 AND

ITEM 552.17

REUSE EXISTING FILL

(NTS)

TRENCH RESTORATION

ITEM 203.07

3X PIPE DIAMETER

12"

2" - ITEM 402.128203

IT

EM 206.0

201

INVERTS/CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DRAINAGE 3.

FOR THE RESPECTIVE CATCH BASIN.

THE COST FOR THE CLASS 'A' CONCRETE IS TO BE INCLUDED IN THE BID PRICE 2.

THE DIMENSIONS ARE TO BE DETERMINED BY THE PRECAST MANUFACTURER.1.


13

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AS-BUILT REVISIONS

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

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14

13'-3"

11'-11"

6'-3"7.5%

3'-4"

7.5%

EXISTING ALLEY

ITEM 627.50140008 (TYP)

CUTTING PAVEMENT

PP3

PP4

8'-

9"

7.5%

3'-4" 3'-4"

6" REVEAL CURB3" REVEAL CURBFLUSH CURB3" REVEAL CURB

2

34'-2"

7'-

0"

(NTS)

(GNP-1)

S. MAIN ST/FOREST ST INTERSECTION

CURB RAMP/SIDEWALK DETAIL

S

E

Tr

C

1

4'-7"

5'-0"

5'-0"

9'-6"

11'-

1"

SP1

11'-0"

R

(NTS)

(GNP-1)


NORTHEAST CORNER CURB RAMP DETAIL

1-4

1-6

1-5

ITEMS 203.02, 304.12, 608.0101 (TYP)

4" CONCRETE SIDEWALK AND RAMPS

S

PP2

7

1-3

(NTS)

(GNP-1)


NORTHWEST CORNER CURB RAMP DETAIL

5'-

6"

4'-

4"

10'-9"

5'-0"5'-0"

ITEM 608.21000003

CAST IRON DETECTABLE WARNING

12'-6

"

R

LIGHT POLE

ITEM 609.0203 (TYP)

TIE INTO EXISTING CURB

GRANITE CURB, TYPE C

ITEM 662.62000010

ADJUST MANHOLE COVER

ITEM 680.51020009

ADJUST PULLBOX

ITEM 662.62000010


LIGHT POLE

8'-2"

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SHEET NO.




AS-BUILT REVISIONS

$FIL

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$D

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BRIDGES

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UTIL QLVL = D

PIN: 2650.54

FULTON


M.

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MA

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NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

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15





T

25'-0"

R

BUILDING FACE

3-2SID

E SL

OPE

6'-1"

BUILDING ENTRANCE

BEGIN CU

RB REVE

AL

BEGIN CURB R

EVEAL

7'-

11"

2'-2"

8'-3"

GRADE BREAK

(NTS)

(GNP-3)

N. MAIN ST/CHURCH ST INTERSECTION


C

12'-0"

R

SP1

PP2

PP5

1

4-4

4-3

FLUSH CURB

2" REVEAL CURB

5'-

0"

FLUSH CURB

MATCH EXISTING REVEAL

MATCH EXISTING REVEAL

(NTS)

(GNP-3)

N. MAIN ST/PROSPECT AVE / SPRING ST INTERSECTION


3'-0"

3'-9"

7'-10"

18'-9"

2'-

2"

ITEMS 203.02, 304.12, 608.0101 (TYP)

4" CONCRETE SIDEWALK AND RAMPS

ITEM 609.0203 (TYP)

GRANITE CURB, TYPE C

ITEM 608.21000003 (TYP)


7'-

3"

9'-8"

ITEMS 680.51030009, 680.51100010

CLEAN AND ALTER EXISTING PULLBOX

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

085870.oN

0 10 20 30 40'10

1" = 20'

16

GNP-1

GRID

NO

RT

H

NOTES:

PEDESTRIAN PUSH BUTTON

MAN - WALK SYMBOL

HAND - DON'T WALK SYMBOL

2

3

TRAFFIC SIGN (GROUND MOUNTED)

SIGNAL HEAD ASSEMBLY NUMBER

SIGN FACE NUMBER AND LOCATION

PHASE

OVERHEAD TRAFFIC SIGN

PULLBOX (TRAFFIC SIGNALS & NUMBER)

A

SYMBOL

TRAFFIC SIGNAL HEAD

SIGNAL POLE

CONDUIT

DESCRIPTION

SIGNAL LEGEND

GENERAL PLAN

S. MAIN ST/ FOREST ST

S. MAIN ST/ CAYADUTTA ST

NUMBERING CURRENTLY PROGRAMMED INTO THE CONTROLLER.

THE SIGNAL PHASING AND NUMBERING SHOWN IS BASED THE ACTUAL 2.

NECESSARY FOR THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77000105.

REPROGRAMMED FOR NEW PEDESTRIAN PHASES. ALL LABOR AND MATERIALS

SIGNAL EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE

THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN 1.

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

T

S

S

S

S

S

S

E

Tr

S. MAIN ST

S. MAIN ST

CAYA

DUTT

A ST

FOREST ST

C

4

8

75

6

2

11

1

3

9

10

12

S

4

2

1

5

3

6 7

ITEM 662.60030008

ADJUST GAS VALVE

ITEM 680.51020009

ADJUST PULLBOX

ITEM 609.0203

SHEET 608-01, OPTION B)

INSTALL CURB (SEE STANDARD

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

RESTORATION DETAILS

CURB INSTALLATION AND

SEE DETAIL MTD-2 FOR

R30'-6

"

R20'-0"

R12'-6"

(SEE NOTE 1)

ITEM 680.77000105

ITEM 635.0103

REMOVE CROSSWALK (TYP)

ITEM 680.51100010

PULLBOX (TYP)

CLEAN EXISTING

ITEM 680.53010010

CONDUIT (TYP)

CLEAN EXISTING

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

PEDESTRIAN SIGNAL POLE AND PUSHBUTTON

680.81500010 (2)

680.813106 (4), 680.81310009 (2), 680.8142,

ITEMS 680.5001, 680.6708, 680.813105 (2),

PEDESTRIAN SIGNAL POLE AND PUSHBUTTONS

ITEM 627.50140008

CUTTING PAVEMENT (TYP)

ITEM 685.11

TYPE LS CROSSWALK (TYP)

ITEM 685.11

18" STOPBAR (TYP)

ITEM 662.62000010


1-6

1-1

1-2

1-3

1-4

1-5

ITEM 635.0103

REMOVE MEDIAN STRIPING (TYP)

RETAINING WALL

BEGINING OF EXISTING

680.81500010 (2), 680.82250201 (2)

680.81310009 (2), 680.8141 (2),

ITEMS 680.813105 (2), 680.813106 (4),

INSTALL PUSHBUTTONS

REPLACE PEDESTRIAN SIGNALS AND

680.8141, 680.81500010, 680.82250201

ITEMS 680.813105, 680.813106 (2),

REMOVE AND REPLACE PEDESTRIAN SIGNAL

BUILDING FACE

PP1

P8

P4SP2

P6

PP2

SP1

P5

P2

P1

PP3

PP4

P7

SP3

SP4

P3

10'-0"

ITEM 685.14

PAVEMENT SYMBOL (TYP)

PP5

PAVEMENT RESTORATION

DETAIL ON MTD-3 FOR

SEE CAYADUTTA ST DRIVEWAY

(SEE DETAIL ON MTD-3)

CAYADUTTA PLANTING AREA

A A

B

B

FOR CONDUIT & WIRING SIZES)

ITEM 206.03 (TYP) (SEE DWG GNP-1A

ITEM 608.2100003 (TYP)


20'-0"

20'-0"20'-0"

36'-2"

ITEMS 203.02, 304.12, 608.0101

REPLACE CONCRETE SIDEWALK (TYP)

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

REPLACE PEDESTRIAN POLE AND PUSHBUTTON

ITEM 635.0103

TO STOPBAR (TYP)

AND STRIPING BACK

REMOVE STOPBAR

ITEMS 680.5001, 680.81310109

PUSHBUTTON WITH POLE

ITEM 647.51 (2)

WALK" SIGNS

REMOVE "CROSS ON

ITEM 680.510501

INSTALL PULLBOX

ITEM 662.62000010


ITEM 635.0303

(SEE NOTE 2)

REMOVE PAVEMENT SYMBOL

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

REPLACE PEDESTRIAN POLE AND PUSHBUTTON

4

2

1

5

3

6 7

2d

2d

4d

3d

2+4dOVLP B

2+3dOVLP A

17

GNP-1A

4

3

C

WIRING AND CONDUIT DIAGRAM

(NTS)

(ONLY NEW WIRING SHOWN)

(2NPS)

1-5C

(2NP

S)1-5C

(EXISTING)

1-5C

(EXISTING)

1-5C2 1

(2NPS)

1-5C#3

(2NPS)

1-5C#2

(EXISTING)

3-5C

(EXISTING)

3-5C

6 7(EXISTING)

1-5C

(EXISTING)

1-5C

(2NPS)

1-5C#1

5(EXISTING)

1-10C

(2NPS)

1-10C#2

(SPAN

WIR

E)

1-5

C, 1-1

0C

SP1

SP2

SP3

SP4

PP3

PP2

PP1

PP4

PP5

P3

P4

P1

P8

P7

P2

P5

P6

NUMBER ITEM ELEVATION

PP2

PP3

4 FT

8 FT

680.6708

680.6708

680.6708

FLUSH

FLUSH

FLUSH

FLUSH

TABLE OF NEW SIGNAL POLES

PP4

8 FT

8 FT

680.81310109

W/TIMER

FLASHING-

- -

- -

- -

- -

- -

- -

- -

TABLE OF CLEARANCES

Y

R

FROM

G

G

-

GR

R

R

R

R

R

TO

G

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

RRR R

OPERATIONS

FLASHING

PHASE

FACES

SIGNAL DISPLAY

FYFYFY FY DARK

76 85 P1/P2 P3/P44

R R RR

2 31

R RRR

R

R R3d

9d

4d

TABLE OF OPERATIONS

2d G G G G

R R R R

00LAYOUT

HEAD

00 00 00

P5/P6 P7/P8

DARKDARK DARKFR FR FR FR

9 10 11 12

FUNCTIONNUMBERS

FACEWIRE COLOR CODE

TABLE OF SIGNAL HEAD WIRING

INDICATIONS

(PED A)

2d

GROUND WIRE

W

DW

GROUND WIRE

W

DW

(PED B)

9d

G

R

Y

G

R

Y

G

R

Y

G

R

Y

FULTON COUNTY

POLE HEIGHT

PP1

680.6708 8 FT FLUSH

1

5

11

2

6

12

4

10

7

8

3

9

1-10C#1

G G

G G

R

R

R

R

GG

R R

R R

FY FY FY FY

NOTE: ONLY NEW WIRING SHOWN

1-5C#4

PP5

ABBREVIATIONS

PEDESTRIAN PUSHBUTTON AND SIGN LAYOUT

SIGNAL HEAD (TYP)

PP2 PP3 PP4

SIGN (TYP)

APS PUSHBUTTON (TYP)

SP1 PP1

(NTS)

PP5SP2

6d

(SPAN

WIR

E)

1-5

C

2d

G G

G G G GRR

R R R

3NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" (ITEM 680.520508)


10C = 10 CONDUCTOR SIGNAL CABLE (ITEM 680.731014)


NTS = NOT SCALE

FY = FLASHING YELLOW

FR = FLASHING RED

G = GREEN

Y = YELLOW

R = RED

SIGNAL NO. MAIN ST AND CAYADUTTA ST/FOREST ST

P1, P2, P3, P4

14/5C-2-W, 14/10C-1-W, 14/5C-4-W, 14/10C-2-W

14/5C-2-G, 14/10C-1-G, 14/5C-4-G, 14/10C-2-G

14/5C-2-R, 14/10C-1-R, 14/5C-4-R, 14/10C-2-R

14/10C-1-W/B, 14/5C-1-W, 14/5C-3-W, 14/10C-2-W/B

14/10C-1-G/B, 14/5C-1-G, 14/5C-3-G, 14/10C-2-G/B

14/10C-1-R/B, 14/5C-1-R, 14/5C-3-R, 14/10C-2-R/B

NOTE:

P5, P6, P7, P8

SIGNAL PHASING DIAGRAM

OLP A

3d

4d

9d

OLP B

OLP A

OLP B

P1 P2

P3 P4

P5

P6P7

P8

2d

2d

3d

4d

STREET PEDESTRIAN CROSSINGS.

CONTROLLER, EXCEPT FOR PHASE 9, WHICH IS BEING ADDED FOR THE S. MAIN

BASED THE ACTUAL NUMBERING CURRENTLY PROGRAMMED INTO THE

THE SIGNAL PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS 1.

14 / 10C - 1 - R / B

XX / XXC - X - X / X

COLOR: (R) RED, (O) ORANGE, (G) GREEN, (BL) BLUE, (W) WHITE, (B) BLACK

KEY FOR WIRE COLOR CODE

AWG

NO. OF CONDUCTORS

TRACER COLOR

WIRE COLOR

CONDUCTOR CABLE NO.

PEDESTRIAN MOVEMENT

STOP MOVEMENT

PERMITTED MOVEMENT

PROTECTED MOVEMENT

PHASING DIAGRAM LEGEND

GENERAL PLAN

S. MAIN ST/ FOREST ST

S. MAIN ST/ CAYADUTTA ST

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

18

GNP-2GENERAL PLAN

GRID

NO

RT

H

NOTES:

0 10 20 30 40'10

1" = 20'

MA

TC

HLIN

E

GN

P-3

DETAIL ON DWG MTD-3.

AND WESTBOUND APPROACHES OF FULTON STREET. SEE THE FULTON STREET STRIPING

2. STRIPING SHALL BE INSTALLED TO 70' BACK FROM THE STOPBAR ON THE EASTBOUND

MTD-4.

UNDER ITEM 680.77000205 IS THE TRAFFIC SIGNAL MODIFICATIONS DETAILED ON DWG

BE PAID FOR UNDER ITEM 680.77000205. ADDITIONAL WORK THAT IS TO BE INCLUDED

PEDESTRIAN PHASES. ALL LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL

EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE REPROGRAMMED FOR NEW

THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN SIGNAL 1.

S & N MAIN ST/ E & W FULTON ST

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

S

S

S

S

S

S

S

S

S

S

S

S

S

S. MAIN ST

E. FULT

ON ST

W. FULT

ON ST

N. MAIN ST

C

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE SIDEWALK

BUILDING FACE

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEM 685.11 (TYP)

18" STOPBAR

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

10'-0"

R

17'-0"

R

30'-0"

R

20'-0"R

17'-0"

R

10'-0

"

R

30'-0"

R

ITEM 635.0103

REMOVE STRIPING

ITEM 685.11 (TYP)

685-01 TYPE C)

8" PARKING STRIPING (STANDARD SHEET

MATCH EXISTING GRADES OF CURB RAMP

30'-0"

R

680.8142, 680.81500010

(2), 680.813106 (4), 680.81310009 (2),

ITEMS 680.5001, 680.6708, 680.813105

2-1

2-2

2-3

2-4

2-5

2-6

ITEM 662.62000010

LOWER MANHOLE COVER

ITEM 680.82250801

REMOVE PULLBOX

ITEM 645.81, 647.31

RELOCATE STREET SIGN


ITEM 206.03 (SEE DWG GNP-2A

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

DS-2

DS-1

P6

PP2

DS-4

DS-3

P5

PP3

P2

DS-6

DS-5

P1

PP4

PP5

P7

P8

PP6

PP7

P3

PP1

P4

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

ITEM 646.08010025

SNOWPLOW MARKER

ITEM 646.08010025

SNOWPLOW MARKER

ITEM 680.82250608

REMOVE PEDESTRIAN POLE AND FOUNDATION

680.82250308

ITEMS 680.82250201 (2),

ITEM 645.81 (2), 647.31


ITEM 645.81 (2), 647.31


SP1

SP2

ITEM 685.11

4" PARKING STRIPING

ITEM NUMBERS

MTD-4 FOR DIMENSIONS AND

SEE SPANWIRE DETAIL ON DWG

ITEM 635.0303

REMOVE ARROW

ITEM 635.0303

REMOVE ARROW

ITEM 635.0103 (TYP)

REMOVE CENTERLINE STRIPING

ITEM 635.0103 (TYP)

CROSSWALK STRIPING

REMOVE STOPBAR AND

ITEM 635.0103 (TYP)

REMOVE STRIPING

680.82250308 (SEE NOTE 1)

680.82250201 (2),

ITEMS 680.77000205,

ITEM 680.51020009

ADJUST PULLBOX

ITEM 680.510501 (TYP)

INSTALL PULLBOX

ITEM 680.51100010 (TYP)

CLEAN EXISTING PULLBOX

ITEM 680.82250608

POLE AND FOUNDATION

REMOVE PEDESTRIAN

ITEM 680.53010010 (TYP)

CLEAN EXISTING CONDUIT

ITEM 685.12 (TYP)

CENTERLINE STRIPING

INSTALLATION AND RESTORATION DETAILS

SEE DETAIL ON MTD-2 FOR CURB

PAVEMENT INSTALLATION

FOR FULTON STREET

SEE DETAIL ON MTD-2

ITEM 608.21000003 (TYP)


DRAINAGE TABLE ON DWG MTD-6)

DRAINAGE PIPE (TYP) (SEE

PROPOSED CATCH BASINS AND

2

3

1

4

5

6

A

1

XX

2

3

4

4

5

6

7

8

A

B

B

B

X

1

XX

B

6

2d

8d

4d

6d

19

GENERAL PLANGNP-2A


PP1

PP2

PP3

8 FT

8 FT

680.6708

680.6708

680.6708

FLUSH

FLUSH

FLUSH

FLUSH


PP4

8 FT

8 FT

W/TIMER

FLASHING-

- -

- -

- -

- -

- -

- -

- -

TABLE OF CLEARANCES

Y

R

FROM

G

G

-

GR

R

R

R

R

R

TO

G

G GG

R GRR R G

R GRR R

OPERATIONS

FLASHING

PHASE

FACES

SIGNAL DISPLAY

FY FRFYFY FY FR DARKFR FR

76 85 P1/P2 P3/P44

R R RR

2 31

R RR

R

R G

R R

RG R

R

R RRR

G R RGG G

6d

6d2 + d

8d

4d

8d4 + d

TABLE OF OPERATIONS

2d G G R R

R R G G

00LAYOUT

HEAD

00 00 00

P5/P6 P7/P8

DARKDARK DARK

14 / 10C - 1 - R / B




AWG

NO. OF CONDUCTORS

TRACER COLOR

WIRE COLOR

CONDUCTOR CABLE NO.

FUNCTIONNUMBERS

FACEWIRE COLOR CODE


INDICATIONS

(PED A)

2dP1, P2

GROUND WIRE

W

DW

GROUND WIRE

W

DW

P3, P4

(PED B)

4d

GROUND WIRE

W

DW

P5, P6

(PED C)

6d

GROUND WIRE

W

DW

P7, P8(PED D)

8d

FULTON COUNTY


(NTS)


2

1

C

5

4

3 (2NPS)1-1

0C#1

(3NPS)

1-10C

(2NPS)

1-5C#3

(2NP

S)1-5C

(2NPS)

1-5C#4

(2NPS)

1-5C#2

(EXISTING)

2-5C

(2NPS)

1-5C#1

7

1

2 5

8

3

4

6

(SP

AN

WIR

E)

2-5C

SP1

SP2

PP1

PP2

PP3

PP4

PP5

PP7

POLE HEIGHT

680.6708

PP5 8 FT680.6708

680.6708

FLUSH

FLUSHPP6 8 FT

P1

P2

P3

P4

P5

P6

P7

1-5C#7

1-5C#8

1-5C#9

14/5C-3-W, 14/10C-1-W

14/5C-3-G, 14/10C-1-G

14/5C-3-R, 14/10C-1-R

14/10C-1-W/B, 14/5C-2-W

14/10C-1-G/B, 14/5C-2-G

14/10C-1-R/B, 14/5C-2-R

2d

4d

6d

1

6

4

GROUND WIRE

G

Y

R

GROUND WIRE

G

Y

R

GROUND WIRE

G

Y

R


14/5C-7-W

14/5C-7-G

14/5C-7-O

14/5C-7-R

14/5C-9-W

14/5C-9-G

14/5C-9-O

14/5C-9-R

14/5C-8-W

14/5C-8-G

14/5C-8-O

14/5C-8-R


MAN - WALK SYMBOL


2

3




PHASE



A

SYMBOL

TRAFFIC SIGNAL HEAD

SIGNAL POLE

CONDUIT

DESCRIPTION

SIGNAL LEGEND


SIGNAL HEAD (TYP)

PP3 PP4 PP5

SIGN (TYP)


PP2PP1

(NTS)

PP6

P8

PP6

(2NPS)

1-5

C#5

(EXISTING)

2-5C

(2NPS)

1-5C#6

14/5C-4-W, 14/5C-5-W

14/5C-4-G, 14/5C-5-G

14/5C-4-R, 14/5C-5-R

14/5C-6-W, 14/5C-1-W

14/5C-6-G, 14/5C-1-G

14/5C-6-R, 14/5C-1-R

PP7

680.6708PP7 8 FT FLUSH

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

NOTE: SIGNAL HEADS 4 AND 6 ARE TO REMOVED AND REPLACED. SEE DETAIL ON DWG MTD-5.

(EXISTING)

4-5C, 1-10C





NTS = NOT SCALE


FR = FLASHING RED

G = GREEN

Y = YELLOW

R = RED

ABBREVIATIONS

SIGNAL NO. N MAIN ST AND E & W FULTON ST

NOTE:

ADJUST ACCORDINGLY.

THE CONTRACTOR IS TO CONFIRM THE PHASE NUMBERING IN THE FIELD AND

BETWEEN THE EXISTING SIGNAL PHASING AND PROPOSED PEDESTRIAN PHASES.

REFERENCE ONLY AND INTENDED TO DEMONSTRATE THE RELATIONSHIP

THE PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS FOR 1.

PEDESTRIAN MOVEMENT

STOP MOVEMENT

PERMITTED MOVEMENT

PROTECTED MOVEMENT


2+ 6d d 4+ 8d d


P1 P2

P3 P4

2d

6d

P5

P6

P7

P8

4d

8d

S & N MAIN ST/ E & W FULTON ST

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

20

GNP-3

0 10 20 30 40'10

1" = 20'

GENERAL PLAN

N. MAIN ST/ CHURCH ST & MID-BLOCK CROSS.

CATCHBASIN SO AS TO PREVENT FUTURE PONDING.

THE INTENT OF THE RAISED CROSSWALK IS TO TERMINATE IT AT THE EXISGINV 1.

MA

TC

HLIN

E

GN

P-3

A

MA

TC

HLIN

E

GN

P-2

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

S

SS

S

S

S

T

T T

T

E

E

N. MAIN ST

CH

URCH ST

ONE

WAY

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

18'-6

"

R

25'-0"

R

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE SIDEWALK

BUILDING FACE BUILDING FACE

8'-

0"

21'-8"

ITEMS 645.81, 645.5101

R7-8N (12" X 18")

ITEM 685.14

HANDICAPPED SYMBOL

PARKING

RESERVED

PARKING

RESERVED

640.25000010

ITEMS 635.0103 AND

4" BLUE STRIPING

REMOVE STRIPING AND INSTALL

100'

AHEADAHEAD

(YELLOW-GREEN SHEETING)

ITEMS 645.5202, 645.81 (2), 645.81020003 (2)

W11-2L (36" X 36"), W16-9P (30" X 18")

ITEM 635.0103 (TYP)

STRIPING

PARKING AND CROSSWALK

REMOVE EXISTING

NOPARKING

TIMEANY

NOPARKING

TIMEANY

ITEMS 645.81, 645.5101

R7-1L (12" X 18")

NOPARKING

TIMEANY

NOPARKING

TIMEANY

ITEMS 645.81, 645.5101

R7-1R (12" X 18")

ITEM 647.61

REMOVE SIGN

ITEM 680.82254310 (TYP)

FLASHING BEACON

SOLAR RECTANGULAR RAPID

ITEM 614.0411

HEIGHT OF RRFB SIGNS

TRIM TREE ABOVE THE

TO AVOID TREE GRATE

ADJUST RAMP FLARE AS NECESSARY

BUILDING FACE

3-1

3-2

3-3

ITEM 635.0103REMOVE STRIPING

21'-8"

ITEM 640.25000010

INSTALL 4" BLUE STRIPING

ITEM 635.0303REMOVE SYMBOL

ITEMS 645.81, 645.5101

R7-8N (12" X 18")

PARKING

RESERVED

PARKING

RESERVED

ITEM 647.61

REMOVE SIGN

ITEM 685.14

HANDICAPPED SYMBOL

ITEM 685.11 (TYP)SHEET 685-01 TYPE C)8" PARKING STRIPING (STANDARD

CROSSWALK

RAISED

CROSSWALK

RAISED

MPH

20MPH

DETAIL ON MTD-2)

(SEE CURB INSTALLATION

REMOVE DROP CURB

RESTORATION DETAILS

INSTALLATION AND

SEE MTD-2 FOR CURB

ITEMS 645.81, 645.5101, 645.5102

W13-1P (18" X 18")

W17-1 (30" X 30")

21

0 10 20 30 40'10

1" = 20'

GRID

NO

RT

H

GENERAL PLAN

N. MAIN ST/ CHURCH ST & MID-BLOCK CROSS.

NOTES:

CATCHBASIN SO AS TO PREVENT FUTURE PONDING.

THE INTENT OF THE RAISED CROSSWALK IS TO TERMINATE IT AT THE EXISTING 1.

MA

TC

HLIN

E

GN

P-3

GNP-3A

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

S

S

SS

S

T

S

E

E

E E

N. MAIN ST

17'-0"

R

10'-0"

R


ITEMS 645.5202, 645.81 (2), 645.81020003 (2)

W11-2L (36" X 36"), W16-7PLP (30" X 18")


ITEMS 645.5202, 645.81 (2), 645.81020003 (2)

W11-2L (36" X 36"), W16-7PLP (30" X 18")

10'-0"

R

17'-0"

R

AHEADAHEAD

BUILDING FACE


645.81020003 (2)

ITEMS 645.5202, 645.81 (2),

(30" X 18")

W11-2L (36" X 36"), W16-9P

8, THIS SHEET)

ITEM 646.08010025 (QUANITITY

SNOWPLOW MARKER

ITEM 655.05010010

ADJUST SEWER MANHOLE COVER

10'-0"

R

10'-0"

R

10'-0

"

R

10'-0

"

R

ITEM 662.60030008

ADJUST GAS VALVE BOX

15'-6"

8'-0" 10'-0"

PEDESTRIAN RAMP (TYP)

INSTALL FULL HEIGHT CURB/REMOVE

SEE NOTE 1

DWG MTD-5)

PIPE (TYP) (SEE DRAINAGE TABLE ON

PROPOSED CATCH BASINS AND DRAINAGE

ITEM 635.0103

REMOVE CROSSWALK STRIPING

NOPARKING

TIMEANY

NOPARKING

TIMEANY

ITEMS 645.81, 645.5101

R7-1L (12" X 18")

A A

NOPARKING

TIMEANY

NOPARKING

TIMEANY

ITEMS 645.81, 645.5101

R7-1R (12" X 18")

NOPARKING

TIMEANY

NOPARKING

TIMEANY

ITEMS 645.81, 645.5101

R7-1R (12" X 18")

3A-1

3A-2

165'

ON MTD-4)

(SEE CROSS SECTION

RAISED CROSSWALK

RESTORATION DETAILS

INSTALLATION AND

SEE MTD-2 FOR CURB

CROSSWALK

RAISED

CROSSWALK

RAISED

MPH

20MPH

ITEM 608.21000003 (TYP)


8, THIS SHEET)

ITEM 646.08010025 (QUANITITY

SNOWPLOW MARKER

ITEM 685.11 (TYP)

685-01 TYPE C)

8" PARKING STRIPING (STANDARD SHEET

645.5102

ITEMS 645.81, 645.5101,

W13-1P (18" X 18")

W17-1 (30" X 30")

DS-7

DS-8

22

GNP-4

0 10 20 30 40'10

1" = 20'

GRID

NO

RT

H

N. MAIN ST/ PROSPECT AVE/ SPRING ST

GENERAL PLAN

NOTES:


MAN - WALK SYMBOL


2

3




PHASE



A

SYMBOL

TRAFFIC SIGNAL HEAD

SIGNAL POLE

CONDUIT

DESCRIPTION

SIGNAL LEGEND

STREET 23'-0" FROM THE BACK EDGE OF THE PROPOSED STOP BAR.

3. AN ADDITIONAL LEFT TURN ARROW (ITEM 685.14) SHALL BE INSTALLED ON SPRING

STREET AND PROSPECT AVENUE SHALL BE REMOVED UNDER ITEM 635.0303.

2. ALL EXISTING PAVEMENT SYMBOLS AT THE INTERSECTION OF NORTH MAIN STREET/SPRING

PAID FOR UNDER ITEM 680.77000305.

PEDESTRIAN PHASES. ALL LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL BE

EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE REPROGRAMMED FOR NEW

THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN SIGNAL 1.

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

I

NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

REE

NIGNELANOI

RO

MI

CH

A

EL R.WIESZCHO

WS

KI

No.078580

W

T

SS

S

S

SS

S

S

S

S

S

SS

E

N. MAIN ST

SPRIN

G ST

PR

OSPE

CT

AVE

C

N. MAIN ST

1 3

42

5

6

8

7

ITEM 685.11 (TYP)

TYPE LS CROSSWALK

ITEMS 203.02, 304.12, 608.0101 (TYP)

CONCRETE SIDEWALK

ITEM 635.0103 (TYP)

REMOVE STOPBAR AND CROSSWALK STRIPING

ITEMS 604.070101, 655.1202

RAISE AND REPLACE EXISTING GRATE

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81310009 (2),

ITEMS 680.5001, 680.6708, 680.813105

ITEMS 203.02, 610.1402, 610.1601

PLANTING AREA (SEE DETAIL ON MTD-3)

ITEM 685.11 (TYP)

18" STOPBAR

(SEE DETAIL ON MTD-3)

MILL AND FILL CROSSWALK (TYP)

680.8142, 680.81500010 (2)

(2), 680.813106 (4), 680.81310009 (2),

ITEMS 680.5001, 680.6708, 680.813105

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105, ITEM 663.33

ADJUST VALVE BOX

PARKING SPACE

TO CREATE

REMOVE STRIPING

ITEM 685.11

SHEET 685-01 TYPE C)

8" PARKING STRIPING (STANDARD

15'-0

"

R

11'-0"

R

12'-0"

R

BUILDING FACE

ITEM 680.77000305 (SEE NOTE 1)

NOPARKING

CORNERHERE TO

NOPARKING

CORNERHERE TO

ITEMS 645.81, 645.5101

R7-1LHTCNY (12" X 18")

ITEM 655.05010010

ADJUST SEWER MANHOLE COVER


ITEM 206.03 (SEE DWG GNP-4A

DRAINAGE TABLE ON DWG MTD-6)

DRAINAGE PIPE (TYP) (SEE

PROPOSED CATCH BASINS AND

ITEM 635.0103

REMOVE STOPBARS

DS-10DS-9

P3

SP2

PP4

P8

P6

PP1

P4

P5

SP1

P2

PP2P1

PP3

P7

C

C

680.81500010

680.813106 (2), 680.81310009, 680.8142,

ITEMS 680.5001, 680.6708, 680.813105,

PP5

HIGH POINT OF RAMP

4-1

4-2

4-5

4-3

4-4

ITEMS 685.11, 685.12

EXTEND STRIPING

ITEM 685.12

EXTEND CENTER LINE

ITEM 635.0303

REMOVE STRIPING SYMBOLS

ITEMS 680.51030009, 680.51100010

CLEAN AND ALTER EXISTING PULLBOX

ITEM 680.53010010 (TYP)

CLEAN EXISTING CONDUIT

ITEM 680.510501 (TYP)

INSTALL PULLBOX

ITEM 680.51020009, 680.51100010

ADJUST AND CLEAN EXISTING PULLBOX

ITEMS 680.5001, 680.81310109

PUSHBUTTON WITH POLE (TYP)

RESTORATION DETAILS

INSTALLATION AND

SEE MTD-2 FOR CURB

ITEM 608.21000003 (TYP)


680.8141 (2), 680.81500010 (2)

680.813106 (4), 680.81310009,

ITEMS 680.813105 (2),

1

2

3

4

20'-0"

R

10'-0"

R

35'-0"R

23

N. MAIN ST/ PROSPECT AVE/ SPRING ST

GENERAL PLANGNP-4A

14 / 10C - 1 - R / B




AWG

NO. OF CONDUCTORS

TRACER COLOR

WIRE COLOR

CONDUCTOR CABLE NO.

FUNCTIONNUMBERS

FACEWIRE COLOR CODE


INDICATIONS

(PED A)

2dP1, P2

GROUND WIRE

W

DW

GROUND WIRE

W

DW

P3, P4

(PED B)

4d

GROUND WIRE

W

DW

P5, P6

(PED C)

6d

GROUND WIRE

W

DW

P7, P8(PED D)

8d


(NTS)



PP4

PP2

PP3

4 FT

8 FT

680.6708

680.6708

680.6708

FLUSH

FLUSH

FLUSH

FLUSH


8 FT

8 FT

680.81310109

W/TIMER

FLASHING-

- -

- -

- -

- -

- -

- -

- -

TABLE OF CLEARANCES

Y

R

FROM

G

G

-

GR

R

R

R

R

R

TO

G

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G

R

Y

G GG

R GRR R G

R GRR R

OPERATIONS

FLASHING

PHASE

FACES

SIGNAL DISPLAY

FY FRFYFY FY FR DARKFR FR

76 85 P1/P2 P3/P44

R R RR

2 31

R RR

R

R G

R R

RG R

R

R RRR

G R RGG G

6d

6d2 + d

8d

4d

8d4 + d

TABLE OF OPERATIONS

2d G G R R

R R G G

00LAYOUT

HEAD

00 00 00

P5/P6 P7/P8

DARKDARK DARK

1

2

C

4

3

2

6

4

83

7

1

5

FULTON COUNTYSIGNAL NO. TSP-4 MAIN ST AND SPRING ST/PROSPECT ST

(2NPS)1-

10C#

1

SP1

SP2

PP1

PP2

PP3

PP4

P1

P2

P3

P4

P7

P5

P6

(2NPS)1-

5C#2

POLE HEIGHT

PP1



SIGNAL HEAD (TYP)

PP2 SP2

SIGN (TYP)


PP3

(NTS)

PP1 PP4

14/10C-3-W, 14/10C-1-W/B

14/10C-3-G, 14/10C-1-G/B

14/10C-3-R, 14/10C-1-R/B

14/5C-1-W, 14/10C-1-W

14/5C-1-G, 14/10C-1-G

14/5C-1-R, 14/10C-1-R

(3NPS)

1-10C(2NPS)

1-10C#2

14/10C-2-W, 14/5C-2-W

14/10C-2-G, 14/5C-2-G

14/10C-2-R, 14/5C-2-R

P8

1-10C#3

(3NPS)

1-10C

(EXIS

TIN

G)

2-10C

14/10C-2-W/B, 14/10C-3-W/B

14/10C-2-G/B, 14/10C-3-G/B

14/10C-2-R/B, 14/10C-3-R/B

(EXIS

TIN

G)

2-5

C, 3-1

0C

PP5

(2NPS)

1-5

C#1

P5

PP5

PP5

FLUSH8 FT

ABBREVIATIONS





NTS = NOT SCALE


FR = FLASHING RED

G = GREEN

Y = YELLOW

R = RED

NOTE:

(2NPS)

1-5C

(2NPS)

2-5C,

1-10

C

PP6 680.81310109 4 FT FLUSH

ADJUST ACCORDINGLY.

THE CONTRACTOR IS TO CONFIRM THE PHASE NUMBERING IN THE FIELD AND

BETWEEN THE EXISTING SIGNAL PHASING AND PROPOSED PEDESTRIAN PHASES.

REFERENCE ONLY AND INTENDED TO DEMONSTRATE THE RELATIONSHIP

1.THE PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS FOR

PEDESTRIAN MOVEMENT

STOP MOVEMENT

PERMITTED MOVEMENT

PROTECTED MOVEMENT


2+ 6d d 4+ 8d d


P1 P2

P3 P4

2d

6d

P5

P6

P7

P8

4d

8d

680.6708

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=

ON:

ALTERED BY:




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274


ON: JUNE 16, 2020

AFFIX SEAL:

S

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NFOETATS

SEFORPDE

SNE

CIL

SLECXE

KROYWE

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NIGNELANOI

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EL R.WIESZCHO

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No.078580

24

EIQ-1ESTIMATE OF INTERSECTION QUANTITIES

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

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ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274

25

EOQ-1ESTIMATE OF QUANTITIES

CULVERTS

JO

B

MA

NA

GE

RD

ESIG

N

SU

PE

RVIS

OR

COUNTY:

PR

OJ

EC

T

MA

NA

GE

RD

ESIG

ND

RA

FTIN

GC

HE

CK

CH

EC

K


FIL

E

NA

ME

=

US

ER

=

DA

TE/

TI

ME

=




CONTRACT NUMBER

DRAWING NO.

SHEET NO.




AS-BUILT REVISIONS

$FIL

EA

BB

RE

V$

$D

AT

E$

$N

TU

SE

R$

BRIDGES

J.

GE

NT

ZL

ER

J.

GE

NT

ZL

ER

D.

CR

EE

NM.

WIE

SZ

CH

OW

SKI

M.

WIE

SZ

CH

OW

SKI



UTIL QLVL = D

PIN: 2650.54

FULTON


M.

WIE

SZ

CH

OW

SKI

F.

MA

ST

ROIA

NNI

REGION: 2

D036274

alignment - city of gloversville

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