275428 Contract Plans 250313.pdf

CONTRACTOR'S NAME

ENGINEER IN CHARGE

FINAL COST TOTAL

LAKE ONTARIO

LONG

ISLAND

SOUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTI

C

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

T

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

A D

A

CANADA

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

DATE

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.2

INDEX ON SHEET NO.

PROJECT LOCATION

GRID

NORTH

NOT TO SCALE

RECOMMENDED BY:

PREPARED AND

CONSULTING ENGINEERS

GREENMAN-PEDERSEN, INC.

ALBANY, NY 12205

80 WOLF ROAD, SUITE 600

J O

B

M A

N A

G E

R D

E S I G

N

S U

P E

R V I S

O R

P R

O J

E C

T

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K J

A D

A M

C Z

A K

D

T H

O M

A S

APPROVED BY

47 SHEETS

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

S

K E

R N

B

W E

A V

E R

S

K E

R N

PROJECT MANAGER/STRUCTURAL ENGINEER

SHERI KERN, P.E.

OVER CAYADUTTA CREEK

TOWNSEND AVENUE BRIDGE

REPLACEMENT OF

NEW YORK

FULTON COUNTY

CITY OF JOHNSTOWN

OVER CAYADUTTA CREEK

CITY OF JOHNSTOWN

COUNTY: FULTON

CITY OF JOHNSTOWN

BIN 2204370

REPLACEMENT OF TOWNSEND AVENUE BRIDGE

CITY OF JOHNSTOWN DEPARTMENT OF PUBLIC WORKS

CHRISTOPHER VOSE, P.E., CITY ENGINEER

S

K E

R N

J

S I

M K

U L

E T

DIRECTOR OF BRIDGE ENGINEERING

JOSEPH ADAMCZAK, P.E.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES AND GUIDELINES.

THE CONTRACT PROJECT "PROPOSAL".

PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR BY CHANGES SET FORTH IN

WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED IN THE CONTRACT

ALL WORK CONTEMPLATED UNDER THIS CONTRACT IS TO BE COVERED BY AND IN CONFORMITY

SPECIFIED IN THE CONTRACT DOCUMENTS.

CONTRACT SHALL BE SUBJECT TO THE APPLICABLE STANDARD SHEET(S) UNLESS OTHERWISE

CONTRACT AND ANY ADDITIONAL PAY ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE

COVER, SHALL BE CONSIDERED TO BE IN EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE

CURRENT ON AS OF THE STANDARD SPECIFICATIONS ADOPTION DATE SHOWN ON THE PROPOSAL

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

TOWNSEND AVE. (1,000 FT WEST OF NY-30A)

PROJECT LOCATION

FEDERAL AID CONTRACT NO. 2754.28

CONTRACT NO. D035861

CONTRACT NO. 2754.28

FEDERAL AID

LOCATION

PROJECT

10/9/2024

PROJECT MANAGER/STRUCTURAL ENGINEER

SHERI KERN, P.E.

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, Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

D035861

STANDARD SHEETS:

2754.28

INDEX AND ABBREVIATIONS IND-1

D

T H

O M

A S

J

A D

A M

C Z

A K

S

K E

R N

D

T H

O M

A S

S

K E

R N

S

K E

R N

2204370

CITY OF JOHNSTOWN

OVER CAYADUTTA CREEK

FULTON

REPLACEMENT OF TOWNSEND AVENUE BRIDGE

J

A D

A M

C Z

A K

663-04, 663-05, 663-06, 663-07

646-11, 646-13, 646-14, 655-01, 663-01, 663-02, 663-03, 619-01, 619-02, 619-10, 619-11, 619-12, 619-66, 625-01, 603-04, 604-02, 606-04, 608-01, 608-03, 609-01, 609-02, 203-01, 203-02, 203-04, 203-05, 554-01, 603-01, 603-02, DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E

S

R

D A

T E

T I

REGION:

C A

D D

C P

H I N

D .d g n s k e r n

PIN

DEPARTMENT OF PUBLIC WORKS

CITY OF JOHNSTOWN

BRIDGES CULVERTS

J

N A

G E

R D

E S I

P E

R V I S

O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

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

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

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)

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATAGORIES:

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

TOP OF GRATE

VITRIFIED CLAY PIPE

TG

VCP

518.453.9431 GPINET.COM

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

BALE, STRAW

MHA HISTORICAL, ACQUISITION

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, AC CONTROL (CENTERLINE)

CB

CBPR

EBLHS

ECT

EDMC DAM, COFFER TYPE

CURTAIN, TURBIDITY

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

FENCE, VEGETATION

FENCE, SILT

LABL

LAHR

LAPB

LAWA

LAWE

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RG

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

SM

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

STB*

STXL*

EWF

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

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

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

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, SMALL SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

DOUBLE BROKEN LINESTDB*

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SOLID, EDGE

UTILITIES

FEE ACQUISITION, W/ ACCESS

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

TWZPMRC_P

COVERING

PAVEMENT MARKING REMOVAL OR

TWZBTWL_P

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

NOTES:

D035861

(1 OF 2)

LEGEND

LEG-1

D

T H

O M

A S

J

A D

A M

C Z

A K

S

K E

R N

S

K E

T H

O M

A S

S

K E

R N

REPLACEMENT OF TOWNSEND AVENUE BRIDGE

J

A D

A M

C Z

A K

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AD_P

AT_P

DETOUR

DDG_P

DDP_P

DDS_P

DFL_P FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

EWAA_P WETLAND, ADJACENT AREA

EDMEC_P

EDMPC_P

EDMSC_P

DAM, EARTHEN, CHECK

DAM, PREFAB, CHECK

DAM, STONE, CHECK

LFILL_P FILL LIMIT

RRPLS_P

RRSLS_P

TRANSITION CONTROL

SIGNS

STYLE NAME DESCRIPTION

BRIDGE

DESCRIPTIONNAMESTYLE

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

ROADWAY

DESCRIPTIONNAMESTYLE

GUIDE POST

RAIL, PHOTO, LARGE SCALE

RAIL, SURVEY, LARGE SCALE

RGP_P

STPB* PARTIAL BARRIER LINE

NOT HAVE CORRESPONDING EXISTING FEATURES.

FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO 6.

TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

IS THICKER (0.015 in ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE 4.

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I

S

A

T E

T I

C A

D D

C P

H

L E

G .d g n s k e r n

PIN

DEPARTMENT OF PUBLIC WORKS

CITY OF JOHNSTOWN

BRIDGES CULVERTS

J

N A

G E

R D

E S I

P E

R V I S

O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

518.453.9431 GPINET.COM

UC 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

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

UPGW

UNDERDRAINDUD_P

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

DSSD SLOTTED DRAIN

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APORC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

ATS

AST

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

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

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

SDEL

SRM

S

SPM PARKING METER

A

B

POST, SINGLE

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.

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

MDL1P

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBCP

MHBP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TCBJ

TCBP

TCMC

TCPP

TCSH

TCSP

C

MJCP PT., JURIS. CITY

PT., CROSS CUT

TCBS

POINT OF C0MPOUND CURVATURE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF END

POINT ON LINE

POINT ON SPIRAL

POINT ON TANGENT

POINT ON VERTICAL CURVE

POINT ON VERTICAL TANGENT

POINT ON REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERT. CMPND CURVE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

VERTICAL LOW POINT

BASELINE, POINT

BASELINE, POINT ON LINE

BASELINE, SPUR POINT

BASELINE, TIE POINT

UNKNOWN POINT

RFM

A MHBAP

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGPCPBM BENCHMARK

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

POINT, VERT., PHOTOGRAMMETRYCPSV

CPSM

CPH

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, WETLAND FLAGEWFG

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

AEQN EQUATION

BRIDGE, SCUPPER

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.

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

ROW MAPPING

TRAFFIC CONTROL

UTILITIES

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

MEPAP_P

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIOP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ETRS_P

ADPI_P

ADPL_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

PE

MEPS_P_T EASEMENT, PERMANENT

TE

METS_P_T EASEMENT, TEMPORARY

TO

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

FEE ACQUISITION W/O ACCESS

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

TWZBCD_P

ROADWAY

RES P ELEVATION, SPOT

SIGNS

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

BARRICADE (TYPE III)

TWZLUM_P

GB

SF

H/S

PRFB

CULV

DRAINAGE

S_P

SB_P

SEE LEG-1 FOR NOTES

(2 OF 2)

LEGEND

LEG-2

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ALIGNMENT

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I

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G .d g n s k e r n

PIN

DEPARTMENT OF PUBLIC WORKS

CITY OF JOHNSTOWN

BRIDGES CULVERTS

J

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E S I

P E

R V I S

O R

COUNTY:

P R

O J

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N A

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E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

518.453.9431 GPINET.COM

DINV

DS STRUCTURE, RECTANGULAR

INVERT ANTENNAS

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

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

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

UNKNOWN, JUNCTION BOX

UTVLM

FP

S

T

W

"XX" = 48, 60, 72, 96

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

E

E

E

DSMTXX_P

G

A

A

P

CDPD

C

C

IDEFAULT

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

R M

RWIS

SS

TC

TP

WVR

V

V

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB P

TYPE "XX"

STRUCTURE, MANHOLE,

STRUCTURE, RECT., TYPE "X"

TYPE "X"

STRUCTURE, RECT., WITH CURB

DST"X" P

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

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

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

WIM

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, Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

(1 OF 2)

GENERAL NOTES

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GENERAL NOTES

SUBSTRUCTURE AND FOUNDATION NOTES

COFFERDAM AND HYDRAULIC NOTES

SUPERSTRUCTURE NOTES

REMOVAL NOTES

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RECORD PLANS FOR THIS STRUCTURE ARE NOT AVAILABLE.4.

SUBMITTED TO THE ENGINEER THIRTY (30) DAYS PRIOR TO BEGINNING THE DEMOLITION.

202-3.01 GENERAL AND SAFETY REQUIREMENTS. A REMOVAL PLAN SHALL BE yTHE REQUIREMENTS OF 3.

EXISTING SUPERSTRUCTURE SHALL BE REMOVED UNDER ITEM 202.120001.2.

EXISTING SUBSTRUCTURE SHALL BE REMOVED WITHIN THE LIMITS SHOWN ON THE PLANS UNDER ITEM 202.19.1.

TO BE PLACED, OR ADDITIONAL ROCK HAS TO BE EXCAVATED.

THE FOUNDATION FOR THE SUBSTRUCTURE HAS TO BE REDESIGNED, ADDITIONAL FOOTING CONCRETE HAS

- THE EIC WILL NOTIFY THE DESIGN ENGINEER OF THIS CONDITION. THE ENGINEER WILL DETERMINE IF:

B. ROCK SURFACE MORE THAN 2 FEET FROM THE ASSUMED ROCK ELEVATION (EL. 690.00):

- IF THE ROCK SURFACE IS LOWER, PLACE ADDITIONAL FOOTING CONCRETE.

2'-0" CAN BE PLACED.

- IF THE ROCK SURFACE IS HIGHER, REMOVE THE ROCK SO THAT THE MINIMUM FOOTING THICKNESS OF

A. ROCK SURFACE WITHIN 2 FEET OF THE ASSUMED ROCK ELEVATION (EL. 690.00):

ELEVATION SHOWN ON THE CONTRACT PLANS:

ADHERE TO THE FOLLOWING PROCEDURES IF THE ROCK SURFACE AT A SUBSTRUCTURE IS NOT FOUND AT THE

CONTRACT PLANS.

DETERMINE IF IT IS COMPENTENT TO SUPPORT THE SERVICE LIMIT STATE BEARING PRESSURES SHOWN ON THE

AT EACH OF THE SUBSTRUCTURES SUPPORTED ON ROCK, THE EIC WILL BE REQUIRED TO INSPECT THE ROCK TO 4.

STANDARD PROCTOR MAXIMUM DENSITY.

ALL PLACEMENTS OF SELECT STRUCTURAL FILL, ITEM 203.21, SHALL BE COMPACTED TO 95 PERCENT OF 3.

BID FOR ITEM 203.21 - SELECT STRUCTURE FILL.

THE COST OF WATER USED FOR COMPACTION OF SELECT FILL ITEMS SHALL BE INCLUDED IN THE UNIT PRICE 2.

THE VERTICAL PAYMENT LINE.

SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE PLACED SIMULTANEOUSLY, IN CONTACT, ON BOTH SIDES OF

HIGHWAY EMBANKMENT MATERIAL (FROM HIGHWAY ESTIMATE OR FROM STRUCTURE EXCAVATION BACKFILL) AND 1.

ELEVATION RATHER THAN A COMPUTED ONE.

PREVALENT DURING ONE CONSTRUCTION SEASON FOR MORE THAN 25% OF THE TIME. IT IS AN OBSERVED

LOW WATER IS ESTIMATED TO BE 693.00. LOW WATER IS DEFINED AS THE NORMAL LOW WATER ELEVATION 7.

RATHER THAN A COMPUTED ONE.

ALWAYS LESS THAN THE ORDINARY HIGH-WATER ELEVATION AND IT IS USUALLY AN OBSERVED ELEVATION

ELEVATION LIKELY TO BE ENCOUNTERED DURING ONE CONSTRUCTION SEASON (EXCLUDING MAJOR FLOODS). IT IS

ORDINARY WATER IS ESTIMATED TO BE 694.50. ORDINARY WATER IS DEFINED AS THE HIGHEST SURFACE WATER 6.

YEARS.

ELEVATION FOR THE MEAN ANNUAL FLOOD, WHICH IS THE FLOOD THAT HAS A RECURRENCE INTERVAL OF 2.33

ORDINARY HIGH WATER IS ESTIMATED TO BE 695.45 FEET. THIS IS DEFINED AS THE WATER SURFACE 5.

BE REQUIRED AS DETERMINED BY THE E.I.C. NO SETTLEMENT BASIN SHALL BE CONSTRUCTED.

TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL, SUCH AS STRAW BALES OR APPROVED EQUAL, MAY

VEGETATED AREA OUTSIDE OF THE STREAMBED AS SHOWN ON THE PLANS AND/OR APPROVED BY THE E.I.C.

DEWATERING OF THE COFFERDAM SHALL BE ACCOMPLISHED BY PUMPING THE WATER TO AN APPROVED UPLAND 4.

ENGINEER THIRTY (30) DAYS PRIOR TO INSTALLATION.

THE COFFERDAM(S) ARE TO BE CONTRACTOR DESIGNED. A COFFERDAM PLAN SHALL BE SUBMITTED TO THE 3.

SOURCE OF WATER, SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE COFFERDAM ITEM.

WHERE A COFFERDAM IS USED, THE COST OF DEWATERING THE ENTIRE EXCAVATION, REGARDLESS OF THE 2.

WATER FROM ENTERING THE EXCAVATION SHALL BE FURNISHED AND PLACED AT NO COST TO THE CITY.

EXCAVATION REQUIRING A COFFERDAM, ANY REQUIRED EXTENSIONS OF THE COFFERDAM NECESSARY TO KEEP

SHOULD THE CONTRACTOR ELECT TO LAY BACK A PORTION OF THE EXISTING EARTH ADJACENT TO AN 1.

RECONSTRUCTION NOTES

STREAM PROTECTION NOTE

OCTOBER 1 AND ENDING APRIL 30.

SUSPENSION OF SEDIMENT, IS PROHIBITED DURING THE TROUT SPAWNING AND INCUBATION PERIOD COMMENCING

PER NYSDEC PERMIT CONDITIONS: ALL INSTREAM WORK, AS WELL AS ANY WORK THAT MAY RESULT IN THE 2.

RIGHTS AND TO SUSTAIN FISH LIFE DOWNSTREAM.

CONTRACOTR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO PROTECT AND MAINTAIN WATER

SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM A STREAM, THE

FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH

STREAMS. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED

OR OTHER FOREIGN MATERIAL, OR FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH

TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS 1.

DESIGN SPECIFICATIONS CHAPTER 13 OR THE NYSDOT BRIDGE MANUAL CHAPTER 6.

SHALL BE ADEQUATELY REINFORCED TO PROVIDE TRANSFER OF VEHICLE IMPACT PER NYSDOT LRFD BRIDGE

WALLS AS SHOWN IN THE PLANS. DECKS AND/OR WALLS WITH ATTACHMENTS TO RAILING AND/OR BARRIER

SERVICE LEVEL FOR THE PURPOSES OF RAILING AND/OR BARRIER ATTACHMENT DESIGN TO DECK SLABS AND/OR

ALL STEEL BRIDGE RAILING AND/OR CONCRETE BARRIER IN THIS CONTRACT IS DESIGNED TO PROVIDE A TL-4 13.

CONTRACT LETTING DATE.

SHALL FOLLOW THE PROVISIONS IN THE NYSDOT PRECAST CONCRETE CONSTRUCTION MANUAL IN EFFECT ON THE

ALL PRECASTING PRODUCED IN ACCORDANCE WITH MATERIALS SPECIFICATION 704-03 GROUP 1 OR GROUP 3 12.

NEW YORK, SHALL BE SUBMITTED TO THE ENGINEER THIRTY (30) DAYS PRIOR TO INSTALLATION.

CONCRETE SPAN UNITS, SIGNED BY A LICENSED AND REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF

PER THE REQUIREMENTS OF SECTION 107-05, AN ERECTION PLAN FOR THE INSTALLATION OF THE PRECAST 11.

INCLUDE ALL LOAD RATING COMPUTATIONS IN THE DESIGN CALCULATION SUBMITTAL.

TABLES SHALL BE ON THE PRODUCTION NOTE SHEET OF THE SHOP DRAWINGS. THE CONTRACTOR SHALL

BY THE E.I.C. FROM INFORMATION PROVIDED BY THE CONTRACTOR. THE LRFD AND ASD/LFD LOAD RATING

THE LRFD AND ASD/LFD LOAD RATING TABLES FOUND ON THE PROPOSED BRIDGE PLAN SHALL BE FILLED IN 10.

PRECAST DETAILS SHOWN IN THESE CONTRACT DRAWINGS ARE INTENDED TO BE NON-PROPRIETARY IN NATURE.9.

WALLS.

PRECAST UNITS SHALL BE DESIGNED ASSUMING UNDRAINED CONDITIONS. UNLESS DRAINS ARE SPECIFIED IN THE 8.

UNDER THE PRECAST ITEMS.

SHALL MEET ALL THE REQUIREMENTS OF ITEM 556.0201. THE COST OF REINFORCING SHALL BE INCLUDED

ALL REINFORCING FOR THE REINFORCED CONCRETE SPAN UNITS SHALL BE UNCOATED. THE REINFORCEMENT 7.

MATCH THE COATING SYSTEM OF THE REINFORCEMENT BEING INSTALLED BY THE CONTRACTOR IN THE FIELD.

THREE-SIDED STRUCTURE SHALL BE PROVIDED BY THE CONTRACTOR WITH THE SHOP DRAWINGS. INSERTS SHALL

THREADED INSERT AND EMBEDMENT LENGTH DETAILS AND/OR KEYWAYS FOR CONNECTING WINGWALLS TO THE 6.

HAS BEEN INSTALLED AND CURED PRIOR TO REMOVAL OF THE PHYSICAL ATTACHMENT.

EMBEDDED REINFORCEMENT ACROSS THE JOINT AND HAVE BEEN FULLY GROUTED OR CAST-IN-PLACE CONCRETE

USE OF TEMPORARY MEANS TO DRAW JOINTS TOGETHER WILL ONLY BE PERMITTED IF THE JOINTS HAVE

PRECASTER OR BY OTHER MEANS SHOWN ON THE SHOP DRAWINGS TO BE INSTALLED BY THE CONTRACTOR. THE

ACHIEVED BY PLATES OR THREADED RODS AND ANGLES BOLTED BY THE CONTRACTOR TO INSERTS CAST BY THE

BETWEEN ALL PRECAST SECTIONS OF A CONTINUOUS WINGWALL OR CONTINUOUS CULVERT BARREL. THIS CAN BE

THE PRECASTER SHALL PROVIDE PERMANENT PHYSICAL ATTACHMENT ON THE FILL SIDE OF PRECAST WALLS 5.

GROUTED AND BACKFILLED.

OF ANY REQUIRED TENSIONING RODS ON THE THREE SIDED SPAN UNITS UNTIL ALL UNITS ARE PLACED, THE CONTRACTOR SHALL ENSURE COFFERDAMS AND ANY REQUIRED ROCK BACKFILL WILL ALLOW FOR RETENTION 4.

REJECTED PRIOR TO SHIPMENT TO THE SITE AT NO COST TO THE CITY.

SUBMITTAL. ANY CONCRETE ELEMENT THAT IS REPAIRED USING NON-APPROVED PROCEDURES SHALL BE

IN THEIR SHOP DRAWING SUBMITTAL. ALL REPAIRS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED

THE PRECASTER SHALL SUBMIT A FABRICATION SCHEDULE AND ANY ANTICIPATED PRECAST REPAIR PROCEDURES 3.

SHIPMENT TO THE SITE AT NO COST TO THE CITY.

ELEMENT THAT IS CAST WITHOUT THE OWNER'S REPRESENTATIVE PRESENT SHALL BE REJECTED PRIOR TO

THE OWNER'S REPRESENTATIVE AT LEAST 72 HOURS PRIOR TO SUCH CASTING OPERATIONS. ANY CONCRETE

TO AND DURING ALL CONCRETE CASTING OPERATIONS. THE PRECASTER ASSUMES RESPONSIBILITY TO CONTACT

THE PRECASTER SHALL ENSURE THAT THE OWNER'S QUALITY ASSURANCE REPRESENTATIVE IS ON SITE PRIOR 2.

SUBSTRUCTURE DETAILS SHALL BE AT THE CONTRACTOR'S EXPENSE.

SUBSTRUCTURE CONSTRUCTION. ANY ADDITIONAL COSTS ASSOCIATED WITH REDESIGNING OR VERIFYING

SIGNED BY SAID ENGINEER AND SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO BEGINNING

SUBSTRUCTURES SHOWN IN THESE CONTRACT DRAWINGS. THE CALCULATIONS SHALL BE PREPARED, STAMPED AND

ENGAGE THE SERVICES OF A NYS LICENSED PROFESSIONAL ENGINEER TO VERIFY OR REDESIGN THE

REACTIONS OF THE CONTRACTOR'S PROPOSED STRUCTURE EXCEED THOSE VALUES, THE CONTRACTOR SHALL

THE ASSUMED UNFACTORED SPAN UNIT REACTIONS ARE SHOWN ON THE BEGIN ABUTMENT PLAN. IF THE 1.

ATTACHED, THE CONTRACTOR SHALL REMOVE AND REMOUNT IT AFTER CONSTRUCTION IS COMPLETED.

IF THE STRUCTURE HAS A BRIDGE AND/OR LOCAL IDENTIFICATION NUMBER (B.I.N. AND/OR L.I.N.) PLATE(S) 7.

ITEMS OF THE CONTRACT.

SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE PRICES BID FOR THE APPROPRIATE

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, 6.

DISPOSED OF BY THE CONTRACTOR AT NO COST TO THE CITY.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE BRIDGE SHALL BE REMOVED AND 5.

ADEQUATE PROTECTION IS PROVIDED.

MATERIAL. IF ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK WILL BE STOPPED UNTIL

OF MATERIAL. PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE

MATERIAL TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP WASTE CONCRETE, DEBRIS, AND OTHER 4.

BID FOR THOSE ITEMS.

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

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF 3.

ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

CITY THE DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER SATISFACTORY TO THE

DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE

PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF THE CITY, WILL NOT BE DAMAGED. IF THE CONTRACTOR

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN 2.

ACCORDANCE WITH FIELD CONDITIONS AND AS APPROVED BY THE ENGINEER.

TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK IN

AND OTHER INFORMATION AVAILABLE AT THIS TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS

COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION

PROJECTS, THE EXACT EXTENT OF THE WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE

THE CONTRACTOR'S ATTENTION IS DIRECETED TO THE FACT THAT DUE TO THE NATURE OF RECONSTRUCTION 1.

ACCORDING TO THE AISC MANUAL.

DIMENSIONS FOR THICKNESSES OF STEEL ROLLED ANGLE SHAPES AND STRUCTURAL TUBING ARE SHOWN 10.

FIT ON THE ACTUAL DRAWING.

STAMP. 8.5" X 11" DRAWINGS SHALL HAVE AN APPROVAL COVER SHEET IF SPACE FOR THE STAMP DOES NOT

HAVE A BLANK SPACE THAT IS EITHER 2.5" X 5.5" OR 3.5" X 3.5" FOR PLACEMENT OF THE REVIEWER'S

DESIGNER AND CHECKER. THE DESIGNER SHALL NOT CHECK THEIR OWN WORK. 11" X 17" DRAWINGS SHALL

SUBMISSIONS SHALL NOT BE ACCEPTED OR REVIEWED. ALL DRAWINGS AND CALCULATIONS SHALL NOTE THE

1/16". SUBMISSIONS ILLEGIBLE WHEN PRINTED ON PAPER WILL BE REJECTED. FULL SIZE AND PAPER

FORMAT AND SHALL BE EITHER 8.5" X 11" OR 11" X 17" WITH TEXT SIZE SHALL BE NO SMALLER THAN

ALL DRAWINGS AND CALCULATIONS SUBMITTED BY THE CONTRACTOR FOR ENGINEER REVIEW SHALL BE IN PDF 9.

RATING FOR MOMENT, SHEAR, AND DEFLECTION.

DEFLECTION PER NYSDOT BRIDGE MANUAL, AND SHALL MEET OR EXCEED 1.00 ASD/LFD INVENTORY LOAD

SUPERSTRUCTURES SHALL MEET OR EXCEED 1.20 LRFR INVENTORY LOAD RATING FOR MOMENT, SHEAR, AND

THE LOAD RATINGS ARE IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION. NEW 8.

PROCEEDING.

DEPARTMENT OF LABOR. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN PERMISSION OF THE E.I.C. BEFORE

MATERIALS, THE CONTRACTOR SHALL FIRST BE FAMILIAR WITH INDUSTRIAL CODE RULE 56 OF THE N.Y.S.

NOT BE DISTURBED IN ANY WAY. SHOULD THE CONTRACTOR BE FORCED TO DISTURB IN ANY WAY ANY SUCH

OTHERWISE INDICATED ON THE PLANS, IT IS THE EXPRESS INTENT OF THIS CONTRACT THAT THESE MATERIALS

REQUIRE THE DISTURBING, DESTRUCTION OR REMOVAL OF ANY KNOWN MATERIALS CONTAINING ASBESTOS. UNLESS

UNLESS OTHERWISE INDICATED ON THE PLANS, WORK TO BE PERFORMED UNDER THIS CONTRACT DOES NOT 7.

EDITION OF THE AASHTO MAINTENANCE MANUAL FOR ROADWAYS AND BRIDGES.

THIS BRIDGE SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT 6.

ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.5.

FULLY DIMENSIONED.

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

DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR 4.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING.

CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, 3.

LIVE LOAD: AASHTO HL-932.

STRENGTH CONCRETE FOR THIS PROJECT.

28 DAYS: f'c = 3000 psi.) HOWEVER, CONTRACTOR SHALL SUPPLY MINIMUM f'c = 4000 psi COMPRESSIVE

OF JANUARY 1, 2025 (FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AT

DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS WITH ALL PROVISIONS IN EFFECT AS 1.

ON:

AFFIX SEAL:

ON:

ALTERED BY:GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

518.453.9431 GPINET.COM

ON:

AFFIX SEAL: GREENMAN - PEDERSEN, INC

OCTOBER 9, 2024

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, Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

(2 OF 2)

GENERAL NOTES

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HIGHWAY GENERAL NOTES RIGHT-OF-WAY NOTES

UTILITY NOTES

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REPLACEMENT OF TOWNSEND AVENUE BRIDGE

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SECTION 107-08).

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

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

PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION 105-15).

OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE

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

ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY

CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY

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

SPECIFICATION SECTIONS 105-10 AND 625).

BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD

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

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

PROTECTIVE BARRIER.

MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR

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

HIMSELF THAT ALL WORK IS PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;

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

ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN 2.

SHALL INCLUDE TEMPORARY EASEMENTS AND ACQUISITIONS AS SHOWN ON THE CONTRACT PLANS.

FOR THIS PROJECT THE PUBLIC RIGHT-OF-WAY, AS REFERENCED IN THE SUBSEQUENT RIGHT-OF-WAY NOTES, 1.

OF UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

LOADING FROM CONSTRUCTION VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF PROVIDING PROTECTION

THE CONSTRUCTION. METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY SO THAT WHEEL

THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITES TO REMAIN IN PLACE FROM DAMAGE DURING 7.

TO THE CONTRACTOR.

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

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

WORK UNTIL SERVICE IS RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGED UTILITES SHALL BE AT THE

SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CEASE

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION IN SAID 6.

UTILITIES LOCATED.

PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO CALL UDIG N.Y. TO HAVE UNDERGROUND

INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE COURSE OF CONSTRUCTION IS

CONTRACTOR'S RESPONSIBILITY TO CONDUCT ALL OPERATIONS AND TAKE NECESSARY PRECAUTIONS SUCH THAT

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

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

LOCATION OF UTILITIES PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE 5.

APPROPRIATE UTILITY AGREEMENTS AND COORDINATION NOTES IN THE PROJECT MANUAL.

BRIDGE. THE COMMUNICATION LINES ARE TO BE MOVED AS NEEDED FOR CONSTRUCTION OPERATIONS. SEE

OVERHEAD COMMUNICATION LINES OWNED BY CHARTER/SPECTRUM AND FRONTIER ARE IN PROXIMITY TO THIS 4.

UTILITY AGREEMENTS AND COORDINATION NOTES IN THE PROJECT MANUAL.

LINES ARE TO BE DE-ENERGIZED AND TEMPORARILY REMOVED PRIOR TO CONSTRUCTION. SEE APPROPRIATE

OVERHEAD ELECTRICAL LINES OWNED BY NATIONAL GRID ARE IN PROXIMITY TO THIS BRIDGE. THE ELECTRICAL 3.

ACCORDANCE WITH THE CONTRACT PLANS.

THE CONTRACTOR WILL WORK WITH THE CITY TO CAP, REDIRECT, AND REINSTALL THE WATER LINE IN

AN UNDERGROUND WATER MAIN OWNED BY THE CITY OF JOHNSTOWN IS LOCATED WITHIN THE PROJECT LIMITS. 2.

CAPPING, REDIRECTING, AND INSTALLATION OF THEIR LINE.

NATIONAL GRID IS LOCATED WITHIN THE PROJECT LIMITS. NATIONAL GRID WILL BE RESPONSIBLE FOR THE

UNDERGROUND UTILITIES ARE LOCATED THROUGHOUT THE PROJECT AREA. AN UNDERGROUND GAS LINE OWNED BY 1.

APPLICABLE OSHA REGULATIONS.

THE CONTRACTOR SHALL BE REQUIRED TO PROTECT HIS WORKERS AT ALL TIMES IN CONFORMANCE WITH 15.

WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN THE BID ALL ITEMS AND MATERIALS

AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA

THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING TO BECOME FAMILIAR WITH THE PRESENT CONDITIONS 14.

OPERATIONS.

OF THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER ITEM 625.01-SURVEY

THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH SECTION 625 13.

CONTRACT.

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

THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND FULLY 12.

IN THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.

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

PROVISIONS TO DE-WATER EXCAVATIONS, DUE TO CONSTRUCTION OPERATIONS ALONG THE PROJECT MAY BE 11.

THE ENGINEER, PAID FOR UNDER RESPECTIVE CONTRACT ITEMS.

SHALL BE RESTORED TO AN ACCEPTABLE CONDITION AS SPECIFIED BY AND IN A MANNER SATISFACTORY TO

PAVED AREAS DISTURBED BY THE CONTRACTOR AS PART OF WORK TO BE PERFORMED UNDER THIS CONTRACT, 10.

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

REQUIRED OR THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT STRUCTURES, THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY BE 9.

VARIOUS ITEMS IN THE CONTRACT.

COST OF WORK FOR WHICH NO PAYMENT IS INDICATED SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE

UNDER THE HEADING GENERAL NOTES UNLESS PAYMENT IS SPECIFICALLY INDICATED BY ITEM NUMBER. THE

NO PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE SPECIFICATIONS, OR 8.

ORDERED BY THE ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE FOR THE APPROPRIATE ITEMS.

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

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT PROGRESSES 7.

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

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

OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES ADJACENT TO THE WORK SITE. ALL MEASURES TAKEN

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

AT ALL TIMES, THE CONTRACTOR SHALL TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE OF SURFACE RUNOFF 6.

THE VARIOUS ITEMS IN THE CONTRACT.

PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE WORK PERFORMED, AS INDICATED BY

THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR WILL BE PAID AT THE UNIT BID

AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN BY

THERE SHALL BE NO CLAIM AGAINST THE CITY BY THE CONTRACTOR FOR WORK PERTAINING TO MODIFICATIONS 5.

FOR APPROVAL.

RESULTS OF THIS CHECK OF CONDITIONS AND DIMENSIONS SHALL BE SO NOTED ON THE DRAWINGS SUBMITTED

MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS APPROVED BY THE ENGINEER. THE

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

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND DIMENSIONS WITH 4.

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 THE 3.

SUPPLEMENT SHALL BE IN EFFECT FOR THIS PROJECT

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

WITH CURRENT ADDITIONS AND MODIFICATIONS, SHALL BE IN EFFECT FOR THIS PROJECT.

NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) OFFICE OF ENGINEERING DATED JANUARY 1, 2025

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

ON:

AFFIX SEAL:

ON:

ALTERED BY:GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

518.453.9431 GPINET.COM

ON:

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, Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

TCP-1

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WORK ZONE TRAFFIC CONTROL NOTES: OFF-SITE DETOUR:

WORK AREA COORDINATION:

BRIDGE OPENING:

RESUMED.

REMEDIAL ACTION SHALL BE TAKEN TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS

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

IF THE ENGINEER NOTIFIES THE CONTRACTOR OR HIS SUPERINTENDENT OF ANY HAZARDOUS 16.

TEMPORARY ASPHALT PAVEMENT TO MAINTAIN THIS ACCESS.

SATISFACTION OF THE ENGINEER, SHALL BE BORNE BY THE CONTRACTOR, INCLUDING PROVIDING

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

THE COST OF PROVIDING AND MAINTAINING SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM 15.

ROAD IN THE MUTCD.

THE MOUNTING OF ALL TEMPORARY CONSTRUCTION SIGNS SHALL BE PER FIGURE 6F-1 CONVENTIONAL 14.

ITEM 619.01.

COSTS FOR ALL TEMPORARY SIGNS FOR WORK ZONE TRAFFIC CONTROL SHALL BE INCLUDED UNDER 13.

(W8-9) MAY ALSO BE REQUIRED. IN NO CASE SHALL AN EDGE DROP-OFF EXCEED 3 INCHES.

500 FEET APART THROUGHOUT THE PROJECT WHERE EVER A DROP-OFF EXISTS. LOW SHOULDER SIGNS

DROP-OFF CONDITION EXISTS. "NO SHOULDER" (NYW4-13) SIGNS SHALL BE ERECTED A MINIMUM OF

PAVEMENT MATERIAL IMMEDIATELY AHEAD OF SHOULDER PAVING OPERATIONS TO MINIMIZE THE TIME A

SHALL NOT BE PERMITTED. SHOULDER AREAS SHALL BE PREPARED TO RECEIVE THE SHOULDER

EXCAVATIONS THAT PRODUCE DROP-OFFS ON BOTH SIDES OF THE TRAVEL WAYS AT THE SAME TIME 12.

PAVEMENT EDGE DROP-OFFS AND DELINEATION.

SEE TABLE 619-3 IN THE NYSDOT STANDARD SPECIFICATIONS FOR REQUIRED TREATMENT OF 11.

CONTROL DEVICES HAVE BEEN REMOVED.

BEGINNING OF THE LANE CLOSURE. THE SIGNS ARE NOT TO BE TAKEN DOWN UNTIL ALL TRAFFIC

DEVICES AT THE FAR END OF THE LANE CLOSURE AND WORKING TOWARDS THE SIGNS AT THE

WHEN REOPENING DRIVING LANES TO TRAFFIC, THE CONTRACTOR SHALL START BY MOVING THE 10.

ROADWAY OPEN TO TRAFFIC.

REQUIRED WHEN TRANSPORTING SLOW MOVING CONSTRUCTION EQUIPMENT ALONG ANY PORTION OF THE

ESCORT VEHICLES EQUIPPED WITH AN AMBER LIGHT OR AN OPERATING ARROW PANEL WILL BE 9.

SPECIFICALLY PERMITTED BY THE ENGINEER.

CLOSED TO TRAFFIC, SHALL NOT BE PERMITTED, EXCEPT FOR TRAFFIC CONE PICK-UP OR AS

DRIVING AGAINST TRAFFIC AT ANY TIME, REGARDLESS OF WHETHER OR NOT THE AREA HAS BEEN 8.

DEEMED BY THE ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC.

THE CONTRACTOR SHALL NOT PARK EQUIPMENT, NOR STORE MATERIAL, OVERNIGHT WHERE IT IS 7.

OR ADJACENT TO OPEN TRAVEL LANES.

PARKED ON THE PAVEMENT OR SHOULDERS, OR WITHIN 30 FEET OF THE EDGE OF PAVEMENT ALONG

VEHICLES BELONGING TO THE CONTRACTOR, OR THE CONTRACTOR'S EMPLOYEES, SHALL NOT BE 6.

MOUNTED SO AS TO BE EASILY SEEN BY APPROACHING TRAFFIC.

SHALL BE EQUIPPED WITH AN APPROVED AMBER ROTATING SAFETY LIGHT. THIS LIGHT SHALL BE

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

THE CONTRACTOR.

APPROVAL, HOWEVER ANY COSTS RESULTING FROM THESE CHANGES SHALL BE THE RESPONSIBILITY OF

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

ZONE 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 3.

(MUTCD) AND NYS SUPPLEMENT.

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

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

SHEETS.

IN SECTION 619 OF THE NYS STANDARD SPECIFICATIONS AND SECTION 619 OF THE NYS STANDARD

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

2754.28

2204370

CITY OF JOHNSTOWN

OVER CAYADUTTA CREEK

FULTON

REPLACEMENT OF TOWNSEND AVENUE BRIDGE

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WORK ZONE TRAFFIC CONTROL NOTES CONTINUED:

ALLOWED DURING NON-WORKING HOURS AND WEEKENDS.

DAYS IN ADVANCE OF THE PROPOSED WORK. CLOSING THE PARKING AREA ENTRANCE WILL ONLY BE

PARKING AREA TO PUBLIC TRAFFIC WILL BE SCHEDULED WITH THE E.I.C. AT LEAST FOURTEEN (14)

ANY WORK THAT MAY REQUIRE CLOSING THE ENTRANCE OF THE TOWNSEND LEATHER COMPANY 2.

ENSURE THERE ARE NO CONFLICTS. SEE UTILITY COORDINATION NOTE IN THE CONTRACT PROPOSAL.

WORK, PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION ACTIVITIES IN THE AREA TO

THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK, SUBCONTRACTORS 1.

NOTES

WORK ZONE TRAFFIC CONTROL

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

NO DIRECT PAYMENT WILL BE MADE FOR ANY WORK DESCRIBED BY THIS SPECIAL NOTE. ALL COSTS 4.

SITES.

WEATHER, SECURING MATERIALS AND LABOR, AND CONDITIONS OR RESTRICTIONS AT THE PROJECT

TAKEN AND ALLOWANCES MADE FOR ALL ORDINARY DELAYS AND HINDRANCES TO SUCH WORK, SUCH AS

THE CONTRACTOR AGREES IN UNDERTAKING THIS PROJECT THAT ALL CONSIDERATIONS HAVE BEEN 3.

MARKINGS AND TRAFFIC SIGNS.

ELEMENTS, BRIDGE AND APPROACH RAILING, HIGHWAY PAVEMENT UP THRU BINDER COURSE, PAVEMENT

EXTENT THAT PUBLIC TRAFFIC CAN BE SAFELY ACCOMMODATED. THIS INCLUDES ALL STRUCTURAL

PRIOR TO OPENING, THE REPLACED BRIDGE AND HIGHWAY APPROACHES MUST BE COMPLETED TO THE 2.

TABLE 108-1 OF THE STANDARD SPECIFICATIONS.

IS NOT OPENED TO TRAFFIC, LIQUIDATED DAMAGES SHALL BE ACCESSED TO THE CONTRACTOR PER

CONTRACT PROPOSAL. IN THE EVENT WORK IS NOT COMPLETED TO A POINT WHERE TOWNSEND AVENUE

TOWNSEND AVENUE AND BRIDGE APPROACHES MUST BE COMPLETED IN ACCORDANCE WITH THE 1.

REGION 2 BEFORE THE WORK COMMENCES. CONTRACTOR IS RESPONSIBLE FOR SECURING THE PERMIT.

A HIGHWAY WORK PERMIT THAT INCLUDES MAINTENANCE OF TRAFFIC WILL BE REQUIRED FROM NYSDOT 4.

BASIC WORK ZONE TRAFFIC CONTROL.

SIGNAGE AND MAINTENANCE OF THE OFF-SITE DETOUR SHALL BE INCLUDED UNDER ITEM 619.01 -

CONFORM TO ALL SPECIAL PROVISIONS AS OUTLINED IN THE CONTRACT PROPOSAL. THE COST OF ALL

UTILIZED FOR THE TIME FRAMES AS OUTLINED IN THE SPECIAL NOTES "BRIDGE OPENING" AND

DAYS IN ADVANCE AS TO WHEN HE WISHES TO UTILIZE THE DETOUR. THE DETOUR MUST ONLY BE

THE CONTRACTOR SHALL NOTIFY THE CITY OF JOHNSTOWN IN WRITING A MINIMUM OF 21 CALENDAR 3.

PEDESTRIAN AND BICYCLE TRAFFIC WILL BE MAINTAINED ON THE OFF-SITE DETOUR.2.

PERRY STREET.

DETOUR WILL UTILIZE NORTH COMRIE AVENUE (NY-30A) TO BRIGGS STREET (NY-920C) TO NORTH

THE CONTRACT PROVIDES FOR CLOSURE OF TOWNSEND AVENUE DURING THE BRIDGE REPLACEMENT. THE 1.

BE REMOVED WHEN THE BRIDGE IS FIRST OPENED TO TRAFFIC.

REPLACED WITH NEW SIGNS TO REFLECT TEXT DESIGNATION D ON DWG. TCP-3. THESE SIGNS SHALL

INSTALLED. ONCE THE ROAD IS CLOSED, SIGN LOCATIONS 2 AND 20 SHALL BE MODIFIED OR

FABRICATION OF SIGNS AND THE CITY SHALL BE NOTIFIED WHEN THESE TWO SIGNS WILL BE

MONTH, DAY, AND YEAR SHALL BE UPDATED BY THE CONTRACTOR FOR THE SIGN TEXT BEFORE

CALENDAR DAYS…