176226_pse_pln.pdf

PDF 12 MB Posted Jan 22, 2026

Attached to: Lock 8 Way over Bond Creek Superstructure Replacement, BIN 5525300
Solicitation number: 2130657
Issued by: Washington County, New York

About this file

Written by GovTribe AI · Apr 23, 2026

This is a project plan document prepared by McFarland-Johnson, Inc. for Washington County, New York, detailing the design specifications for the Lock 8 Way Bridge Superstructure Replacement over Bond Creek in the Town of Kingsbury. The project (BIN 5525300, PIN 1762.26, Contract Number D040823) involves the complete replacement of an existing prefabricated truss bridge superstructure with a new steel plate girder bridge featuring a cast-in-place concrete deck. The work encompasses approximately 95'-6" of bridge span across Bond Creek, including removal and storage of the existing superstructure, rehabilitation of existing concrete substructures, installation of new bearings and bridge railings, approach slab construction, and highway resurfacing across a project limit extending approximately 950 feet from the intersection of NYS Route 196 and Lock 8 Way. The design incorporates full-depth pavement reconstruction from station 110+15.00 to 112+60.00 and mill-and-pave operations from 109+90.00 to 112+85.00, with five metalized steel plate girders spaced at 7'-6" centers supporting a 9-inch composite concrete deck with integral wearing surface. The plans, approved on June 27, 2025, include detailed specifications for erosion and sediment control, work zone traffic control with detour routing, environmental protections including wetland mitigation areas, and comprehensive structural details for abutment modifications, bridge bearings, railing systems, and deck joint treatment.

This federal aid project is subject to NYSDOT Standard Specifications finalized September 1, 2025, with a 0% DBE goal and no MBE/WBE/SDVOB goals applicable. Employment goals include 2.6% minority employment and 6.9% women employment, with mandatory use of the NYSDOT-approved Equitable Business Opportunities (EBO) civil rights reporting software. The project plans establish specific pay limits for major contract items including superstructure slab concrete (Item 557.1113), steel bridge railing (Item 568.51), transition bridge railing (Item 568.70), box beam guide railing (Items 606.10 and 606.120201), and approach slab construction with armorless joint systems. No residential or geographical restrictions apply to bidding. The contract requires the contractor to obtain all necessary work permits from NYSDOT and Washington County, coordinate notifications with affected schools and emergency response agencies at least two weeks prior to traffic alterations, and maintain the completed bridge, highway, guide rail, signage, striping, landscaping, and snow/ice control following project acceptance. Construction detour routing along a 6.7-mile route via Newton Lane and Route 196 is anticipated to be completed prior to July 1, 2026, with improvements to the detour route at Lock 8 Way and East Street to be completed under a separate contract prior to the start of this project.

View the file

Other files

File	Type	Posted
176226_pse_spc.pdf	PDF	Jan 22, 2026
D040823_record plans.pdf	PDF	Jan 22, 2026
176226_advertisement.docx	DOCX document	Jan 22, 2026
D040823_tbl.xlsx	XLSX spreadsheet	Jan 22, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CONTRACTOR'S NAME

AWARD DATE

COMPLETION DATE

FINAL ACCEPTANCE DATE

REGIONAL DIRECTOR

ENGINEER IN CHARGE

FINAL COST TOTAL

LAKE ONTARIO

LONG

ISLAND

SOUND

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTI

OCEAN

CONN.

LONG ISLAND

STATE OF NEW YORK

MAP OF THE

SHOWING

OF THE

BINGHAMTON

POUGHKEEPSIE

ALBANY

PENNSYLVANIA

V E

R M

O N

NEW YORK CITY

NEW

YORK

LONG ISLAND

SOUND

NEW

JERSEY

LAKE

ERIE

REGIONS & LOCATIONS

OF REGIONAL OFFICES

OF TRANSPORTATION

C A N

A D

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

D E

S I G

S U

P E

R V I S

O R

P R

O J

E C

M A

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

J G e is le r

U S

E R

D A

T E

T I

F I L

FISCAL SHARE COST(S)

PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.

IDENTIFICATION NO.

CAPITAL PROJECT

J O

N A

G E

DATEPREPARED BY:

PROJECT LOCATION

INDEX ON SHEET NO. 2

LOCATION

PROJECT

DATEAPPROVAL BY:

TOWN OF KINGSBURY

LOCK 8 WAY

OVER BOND CREEK

BIN 5525300

COUNTY: WASHINGTON

MCFARLAND JOHNSON, INC.

LAURA SANDA, P.E.

WASHINGTON COUNTY

TOWN OF KINGSBURY

FEDERAL AID PROJECT

BIN 5525300

BRIDGE SUPERSTRUCTURE REPLACEMENT

OVER BOND CREEK

LOCK 8 WAY

D040823

PIN 1762.26

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 6/27/2025.

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

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

DOCUMENTS.

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

ITEMS AND WORK ENCOUNTERED DURING THE COURSE OF THE CONTRACT SHALL BE SUBJECT

EFFECT. ALL PAY ITEMS AND WORK CONTAINED IN THE CONTRACT AND ANY ADDITIONAL PAY

ARE CURRENT ON THE DATE OF ADVERTISEMENT FOR BIDS, SHALL BE CONSIDERED TO BE IN

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

OF PUBLIC WORKS

WASHINGTON COUNTY SUPERINTENDENT

DEBORAH DONOHUE, P.E.

THE INTERSECTION OF NYS ROUTE 196 AND LOCK 8 WAY.

THIS PROJECT IS LOCATED APPROXIMATELY 950 FEET SOUTH OF

PIN 1762.26

S A

N D

A L .S

A N

D A

D U

N N

V A

L L

E T

T A

D U

N N

V A

L L

E T

T A

G E I S

L E

G E

R O

U X

G E I S

L E

G E

R O

U X

L .S

A N

D A

12-5-2025

12/10/2025

INDEX AND ABBREVIATIONS

EMH

GSB

HYD

LPG

SMH

TCB

TELBOX

TEL P

TMH

CTV

WSB

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

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

CONC

CONST

DWY

GAR

HWY

MON

N&W

O/H

PAV'T

PED POLE

POR

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)

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

CAP

CIP

CMP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

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

D'XING

EHW

ELEV

ELW

INV

MHW

OHW

OLW

RCP

VCP

SPK

STK

STY

U/G

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

BRG

EXT

HCL

HSD

LVC

E f

POL

PSD

PVC

PVI

PVT

SSD

STA

TGL

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

SQUARE FEET

GALLON

mi lb LB

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

IND-1

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

T E

T I

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

.0 o c k

W a y r i d g e

D r a w

D r a w i n g s c p h i n d .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823

S A

N D

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

S A

N D

A L

S A

N D

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

OF 37

AC CONTROL (CENTERLINE)

CBPR

EBLHS

ECT

EDMC

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

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

STB*

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

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

BALE, STRAW

STSE*

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

vHAVE CORRESPONDING EXISTING FEATURES.

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

vSHOULD BE LABELED ON THE PLANS.

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

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

v(0.015 in ON B SIZE DRAWINGS).

vEXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

vCORRESPONDING PROPOSED FEATURES.

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

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

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

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

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

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

UTILITIES

FEE ACQUISITION, W/ ACCESS

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

EDMGSC_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

LEG-1LEGEND (1 OF 2)

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h l e g .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823

S A

N D

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

S A

N D

A L

S A

N D

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

OF 37

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

DSSD SLOTTED DRAIN

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

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

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

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

SDEL

SRM

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.SIASCTS

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

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

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

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TCMC

TCPP

TCSH

TCSP

MJCP PT., JURIS. CITY

PT., CROSS CUT

IDEFAULT

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

UNKNOWN POINT

RFM

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

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

RGA

RGP

CPBM BENCHMARK

H/S

PRFB

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

CPH

ATS

AST

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

AEQN EQUATION

ALIGNMENT

BRIDGE, SCUPPER

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

ROW MAPPING

TRAFFIC CONTROL

UTILITIES

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

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

CDPD

EZ-T

R M

WVR

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

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

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

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

CULV

DRAINAGE

S_P

SB_P

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, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

ADPL_P

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

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

LEG-2LEGEND (2 OF 2)

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h l e g .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823

S A

N D

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

S A

N D

A L

S A

N D

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

OF 37

DINV

DS STRUCTURE, RECTANGULAR

INVERT ANTENNASIANT P

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

UPD

UPL

USMH

UTB

UTLM

UTMH

UTVPB

UUJB

UUMH

UUVL

UWFH

UWM

UWMH

UWV

UWW

UNKNOWN, JUNCTION BOX

UTVLM

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

DSMTXX_P

VMS

PVMS

RWIS

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

WIM

"XX" = 48, 60, 72, 96

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

ELE-1

ELECTRONIC FILES IDENTIFIED AS PLANS

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h e l e .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823

S A

N D

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

S A

N D

A L

S A

N D

EASTBOUND TRAVEL LANE

12'-0" LOCK 8 WAYc

SHOULDER

4'-0"

SHOULDER

4'-0"

32'-0"

ROTATION

T.G.L. & POINT OF

ORIGINAL GROUND2 (MIN.)

1.5 (MIN.)

ITEM 610.1605 (TYP.)

2'-0"

NOTE 2

ITEM 418.7603 SEE

1•" ITEM 404.0983

2•" ITEM 404.1989

ITEM 407.0103 SEE NOTE 1 12" ITEM 304.12

ITEM 203.02

SHOULDER BREAK

2'-4"

SHOULDER BREAK

2'-4"

THAN OR EQUAL TO 2" THICK

STEP PAVEMENT 2" FOR LIFTS LESS

GREATER THAN 2" THICK

STEP PAVEMENT 4" FOR LIFTS

BINDER

SUBBASE

BINDER AS BASE

TOP

TYPICAL PAVEMENT STEP DETAIL

NOT TO SCALE

LOCK 8 WAYc

ORIGINAL GROUND

ITEM 610.1605 (TYP.)

NOTE 2

ITEM 418.7603 SEE

1•" ITEM 404.0983

ITEM 407.0103 SEE NOTE 1

SHOULDER BREAK

2'-4"

SHOULDER BREAK

2'-4"

NOT TO SCALE

1•" ITEM 490.30

VARIES MATCH

EXISTING

NOT TO SCALE

TYP-1

WESTBOUND TRAVEL LANE

12'-0"

4" ITEM 404.2589

SEE NOTE 3

606.100002 (TYP.)

ITEM 606.10 OR

SEE NOTE 3

606.100002 (TYP.)

ITEM 606.10 OR

STA 112+27.90 TO STA 112+60.00

STA 110+15.00 TO STA 111+06.35

2% 2% 2%2% 6% 6%

STA 109+90 TO STA 111+06.35 LT

1-1.5 SIDE SLOPE ONLY OCCURS

SIDE SLOPE NOTE:

MATCH EXISTING

EXISTING

MATCH

MATCH EXISTING MATCH EXISTING MATCH EXISTING EXISTING

MATCH

SEE NOTE 4

ITEM 203.03

TYPICAL SECTIONS

EASTBOUND TRAVEL LANE

VARIES 11'-4" TO 12'-0" TO MATCH EXISTING

T.G.L.

STA 112+60.00 TO STA 112+85.00

STA 109+90.00 TO STA 110+15.00

WESTBOUND TRAVEL LANE

VARIES 11'-10" TO 12'-1" MATCH EXISTING

TYPICAL SECTION - RESURFACING

TYPICAL SECTION - RECONSTRUCTION

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

ON:

AFFIX SEAL:

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h t y p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

EAST ST

PROJECT LOCATION

G C

M A

R11-3A

M4-10L

DETOURDETOUR

ROAD CLOSED

LOCAL TRAFFIC ONLY

3/ 4 MILE AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

1500 FT

DETOUR

1500 FT

DETOUR

M04-08(MOD)

LOCK 8 WAY

M06-03

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

M05-01R

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

M06-01L

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

M04-08

M04-08(MOD)

DETOURDETOUR

LOCK 8 WAY

M06-01R M05-01L

M04-08A

DETOUR

END

DETOUR

END

B B

B B B

I I

H IF

N.T.S.

E G

6.7 MILES

DETOUR LENGTH=

W20-02

SEE WZP-2 FOR ADDITIONAL SIGNS

NOT USED

NOTES:

WAY BRIDGE CANNOT BE CLOSED TO TRAFFIC UNTIL THE IMPROVEMENTS TO THE DETOUR ARE COMPLETE.

CONTRACT. IT IS ANTICIPATED THAT THIS WORK WILL BE COMPLETED PRIOR TO JULY 1, 2026. THE LOCK 8

STREET ARE ANTICIPATED TO BE COMPLETED UNDER SEPARATE CONTRACT PRIOR TO THE START OF THIS

PLEASE BE AWARE THAT IMPROVEMENTS ALONG THE DETOUR ROUTE AT THE SOUTH END OF LOCK 8 WAY TO EAST

THE APPROVED PERMITS SHALL BE PROVIDED TO THE ENGINEER PRIOR TO ESTABLISHING THE DETOUR.

AND WASHINGTON COUNTY AS APPLICABLE FOR ESTABLISHING THE DETOUR AROUND THE WORK SITE. COPIES OF

THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WORK PERMITS FROM THE NYS DEPARTMENT OF TRANSPORTATION

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h t c p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OF 37

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

DETOUR PLAN

WZP-1

DETOUR SIGNING

DETOUR PLAN

WORK ZONE TRAFFIC CONTROL PLAN

I D

N O

R T

T O

N Y

R O U T E

LOCK 8 WAY

TCP-1

TO LOCK 8

B O

E E

WITH WARNING LIGHTS ITEM 619.04

TYPE III CONSTRUCTION BARRICADE

POSITIVE BARRIER - ITEM 619.1719

WARNING LIGHTS FOR TEMPORARY

(PINNING PROHIBITED) - ITEM 619.1711

TEMPORARY POSITIVE BARRIER

0 200'100'

SCALE: 1" = 100'-0"

WITH WARNING LIGHTS ITEM 619.04

TYPE III CONSTRUCTION BARRICADE

BARRICADE ITEM 619.04

MOUNT ON CONSTRUCTION

(MODIFIED)

R11-2

C B

R11-3A

DETOURDETOURM4-10R

ROAD CLOSED

LOCAL TRAFFIC ONLY

1300 FT AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

R11-3A

DETOURDETOUR

ROAD CLOSED

LOCAL TRAFFIC ONLY

1300 FT AHEAD

ROAD CLOSED

LOCAL TRAFFIC ONLY

M4-10L

CLOSED

ROAD

CLOSED

ROAD

(MODIFIED)

R11-2

BARRICADE ITEM 619.04

MOUNT ON CONSTRUCTION

WORK ZONE

WZP-2

N E

W T

O N

N Y

R O U T E

WAY

LOCK 8

AHEAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

W20-3

AHEAD

CLOSED

ROAD

AHEAD

CLOSED

ROAD

W20-3

WORK ZONE TRAFFIC CONTROL NOTES

GENERAL NOTES

SHEETS.

FORTH IN SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS AND THE 619 STANDARD

THE FOLLOWING NOTES ARE INTENDED TO SUPPLEMENT AND CLARIFY REQUIREMENTS SET

NOTIFICATIONS AND EMERGENCY ACCESS

1. WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619-1

OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL OF UNIFORM TRAFFIC CONTROL (MUTCD), THE NYS SUPPLEMENT TO THE MUTCD, AND ANY PROVISIONS CONTAINED IN THE PLANS.

2. THE CONTRACTOR SHALL, IN COORDINATION WITH AND THE APPROVAL OF THE EIC, COMBINE

REQUIRED WORK ZONE TRAFFIC CONTROL ELEMENTS FROM APPROPRIATE 619 STANDARD SHEETS

FOR SITUATIONS WHERE ANY ONE STANDARD SHEET DOES NOT ENTIRELY ADDRESS THE TRAFFIC

CONTROL TECHNIQUE TO BE IMPLEMENTED.

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

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

RELATED WORK.

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

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

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

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

PROPERLY MAINTAINED WITHIN A WORK ZONE OR WORKER SAFETY IS NOT PROPERLY

ADDRESSED, THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY.

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

SHALL NOT OBSCURE TRAFFIC CONTROL DEVICES OR OBSTRUCT TRAFFIC. THE

CONTRACTOR SHALL BE REQUIRED TO TRIM ANY FOLIAGE OBSTRUCTING THE VISIBILITY

OF ANY TRAFFIC CONTROL DEVICE WHETHER PERMANENT, TEMPORARY, OR CONSTRUCTION.

THE COST OF THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE

TRAFFIC CONTROL.

1. THE CONTRACTOR IS REQUIRED TO CONTACT ALL SCHOOLS AND EMERGENCY RESPONSE

AFFECTED BY WORK ASSOCIATED WITH THIS PROJECT TO NOTIFY THEM OF ANTICIPATED

CHANGES IN TRAVEL CONDITIONS. IN ADDITION, THESE SAME SCHOOLS AND EMERGENCY

RESPONSE AGENCIES SHALL BE UPDATED EACH TIME PROJECT ACTIVITIES CHANGE AND

NEW TRAVEL CONDITIONS ARE CREATED. NOTIFICATIONS AND UPDATES SHALL BE

PROVIDED AT LEAST TWO WEEKS PRIOR TO THE ALTERATION OF TRAVEL CONDITIONS.

SIGN DETAILS

PLACEMENT SIGNS, AND

SEE WZP-1 FOR ADVANCE

LIMITED TO, ALL SIGNS, BARRIERS, DELINEATION

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

AGENCIES OF THE TOWN OF KINGSBURY THAT MAY BE

CLOSURE PLAN AND NOTES

WORK ZONE TRAFFIC CONTROL PLAN

SHALL BE CONSTRUCTED PRIOR TO ANY PROPOSED WORK.

CONSTRUCTION ACCESS - ITEM 209.226.

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h t c p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OF 37

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

P A R C E L

N O .0 -1-13

(R E P U T E D

W N E R

M A R Y

H U R

P A R C E L

N O 9.0

-2 -1

(R E P U T E D

W N E R

S T A T E

O F

N E

R K

T H E

P E O P

O F

T H

MISCELLANEOUS TABLES

MST-1

MAINTENANCE JURISDICTION NOTE

CONTRACT.

TO BE MAINTAINED BY THOSE AGENCIES WHICH HAD JURISDICTION PRIOR TO THIS

RAILING, SIGNAGE, STRIPING, LANDSCAPING AND CONTROL OF SNOW/ICE WILL CONTINUE

UPON COMPLETION AND ACCEPTANCE OF THIS CONTRACT, THE HIGHWAY, BRIDGE, GUIDE

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h m s t .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

ECN-1

CONTROL NOTES

EROSION AND SEDIMENT

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h e c n .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

ECD-1

UNDER ITEM 209.190301.

1. ROLLED EROSION CONTROL PRODUCTS TO BE PAID FOR

NOTE:

CONTROL DETAILS

EROSION AND SEDIMENT

2"-5"

NOTE:

3B.

3A.

*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE

NECESSARY TO PROPERLY SECURE THE RECP's.

NOTES:

OR STAKE LENGTHS GREATER THAN 6" MAY BE

1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS

(RECP'S), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER,

AND SEED.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6"

DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 12" OF RECP'S EXTENDED

BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP'S

WITH A ROW OF STAPLES/STAKES APPROXIMATELY 1' APART IN THE

BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER

STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 1'

PORTION OF RECP'S BACK OVER SEED AND COMPACTED SOIL. SECURE

RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED

APPROXIMATELY 1' APART ACROSS THE WIDTH OF THE RECP'S.

3. ROLL THE RECP'S (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE.

RECP'S WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE.

ALL RECP'S MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING

STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE

PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLES/STAKES SHOULD

BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO

THE APPROPRIATE STAPLE PATTERN.

4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY

50-125 mm OVERLAP DEPENDING ON RECP'S TYPE.

5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END

OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" OVERLAP. STAPLE

THROUGH OVERLAPPED AREA, APPROXIMATELY 1' APART ACROSS ENTIRE

RECP'S WIDTH.

ANCHOR THE BLANKETS.

BE NECESSARY TO PROPERLY

LENGTHS GREATER THAN 6" MAY

THE USE OF STAPLE OR STAKE

** IN LOOSE SOIL CONDITIONS,

ALONG THE CHANNEL SURFACE.

TO SECURE THE CRITICAL POINTS

NECESSARY TO ALLOW STAPLES

SHOULD BE ALTERED IF

* HORIZONTAL STAPLE SPACING

NOTE:

SLOPE INSTALLATION DETAIL

ROLLED EROSION CONTROL PRODUCTS (RECP)/TRM

N.T.S.

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h e c d .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

TAX MAP PARCEL NO. 139.00-2-1

(REPUTED OWNER)

STATE OF NEW YORK

THE PEOPLE OF THE

TAX MAP PARCEL NO. 155.00-1-13

(REPUTED OWNER)

MARY HURLEY

TAX MAP PARCEL NO. 155.00-3-5

(REPUTED OWNER)

KERRY P. HOGAN

TAX MAP PARCEL NO. 139.00-2-1

(REPUTED OWNER)

STATE OF NEW YORK

THE PEOPLE OF THE

OHW

D R

E G R A V E L

128127

B R U S H

A R E A

W O O D E D

A R E A

W O O D E D

B R U S H

P A R C E L

N O .0 -1-13

(R E P U T E D

W N E R

M A R Y

H U R

P A R C E L

N O 9.0

-2 -1

(R E P U T E D

W N E R

S T A T E

O F

N E

R K

T H E

P E O P

O F

T H E

O H

W O

H W

O H

W O

H W

O H

G R I D

N O

R T

TO NY ROUTE 196

LOCK 8 WAY

LOCK 8 WAYTO LOCK 8

SCALE: 1" = 40'-0"

40' 80'

B O

E K

SUPERSTRUCTURE TO BE REMOVED

EXISTING PREFABRICATED TRUSS

L A

N E

T R

A V

E L

L A

N E

T R

A V

E L

ECP-1

LEGEND

SEDIMENT FILTER LOG, ITEM 209.2301

CONTRACTOR'S ACCESS AND WORK AREAS.

ADDITIONAL SEDIMENT FILTER LOGS MAY BE NECESSARY FOR

SEDIMENT FILTER LOGS ARE SHOWN FOR THE REQUIRED WORK.

NOTE:

H.C.L., T.G.L. LOCK 8 WAY RD

EROSION CONTROL PLAN

OHW

CONTROL PLAN

EROSION AND SEDIMENT

TO PROTECT TREES

TEMPORARY PLASTIC BARRIER FENCE

ITEM 607.41010010

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h e c p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OF 37

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

109+00

+00

111+00 112+00 113+00 114+00

STATE OF NEW YORK

THE PEOPLE OF THE

TAX MAP PARCEL NO. 155.00-1-13

(REPUTED OWNER)

MARY HURLEY

TAX MAP PARCEL NO. 155.00-3-5

(REPUTED OWNER)

KERRY P. HOGAN

TAX MAP PARCEL NO. 139.00-2-1

(REPUTED OWNER)

STATE OF NEW YORK

THE PEOPLE OF THE

DILENEATED WETLAND

D R

E G R A V E L

B R U S H

A R E A

W O O D E D

A R E A

W O O D E D

B R U S H

P A R C E L

N O .0 -1-13

(R E P U T E D

W N E R

M A R Y

H U R

P A R C E L

N O 9.0

-2 -1

(R E P U T E D

W N E R

S T A T E

O F

N E

R K

T H E

P E O P

O F

T H E

G R I D

N O

R T

TO NY ROUTE 196LOCK 8 WAY

LOCK 8 WAYTO LOCK 8

SCALE: 1" = 40'-0"

40' 80'

B O

E K

STA. 112+13.88

BEARINGSc

END ABUTMENT

STA. 111+18.38

BEARINGSc

BEGIN ABUTMENT

STA. 112+60.0

RESUME MILL & PAVE

RECONSTRUCTION

END FULL DEPTH

STA. 112+27.9

RECONSTRUCTION

RESUME FULL DEPTH

GNP-1

ITEM 606.120201

END ASSEMBLY, TYPE IIA

BOX BEAM GUIDE RAILING

.4 ' 0

SEE MST-1 FOR GUIDERAIL TABLE1.

NOTE:

H.C.L., T.G.L. LOCK 8 WAY RD

STA. 109+90.0

BEGIN MILL & PAVE

STA. 112+85.00

END MILL & PAVE

STA. 111+06.35

RECONSTRUCTION

STOP FULL DEPTH

TIE INTO EXISTING (TYP)

ITEM 606.10

BOX BEAM GUIDE RAILING

ITEM 606.100002 (TYP)

(SHOP BENT OR SHOP MITERED)

BOX BEAM GUIDE RAILING

ITEM 568.70 (TYP)

TRANSITION BRIDGE RAILING

W1-8L

18"x24"

W1-8R

18"x24"

W1-8R

18"x24"

W1-8L

18"x24"

W1-8L

18"x24"

W1-8R

18"x24"

ITEM 646.32 (TYP)

ON STEEL POST, 2.0 LB

ITEM 646.23

LARGE SINGLE UNIT SNOW PLOW MARKER

4" WHITE EDGE LINE

ITEM 685.1102

4" YELLOW SOLID DOUBLE LINE

ITEM 685.1202

N 27°20'15.9" E

N 26°36'35.0" E

STA. D 110+15.0

RECONSTRUCTION

BEGIN FULL DEPTH

STOP MILL & PAVE

SIGNING AND STRIPING PLAN

GENERAL PLAN

S H L D R

POST, ITEM 647.61

REMOVE EXISTING SIGN AND

ITEM 647.61, 645.5101, AND ITEM 645.81 (1 EA)

NEW CHEVRON SIGNS (B-B) (TYP.)

REMOVE EXISTING CHEVRON SIGNS AND INSTALL

ITEM 606.63 (TYP)

BOX BEAM GUIDE RAILING

REMOVING AND STORING

ITEM 606.6920

GUIDE RAILING END ASSEMBLY

REMOVING AND STORING BOX BEAM

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h g n p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OF 37

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

109+00

+00

111+00 112+00 113+00 114+00 .8

P C

P R C

P C C

P T

P C

P I

V .=13

9.3

6" P V C

V .=13

9.2

6" P V C

V .=13

9.2

6" P V C

V .=13

9.3

6" P V C

V .=13

9.3

6" P V C

V .=13

9.3

6" P V C

V .=13

9.43

6" P V C

V .=13

9.3 4'

6" P V C

V .=13

9.44' 6"

P V u-2.0%

RECONSTR. END

PAVEMENT

�-2.0%

RECONSTR. END

PAVEMENT

�-2.0

RECONSTR. BEGIN

PAVEMENT

�-2.0%

RECONSTR. BEGIN

PAVEMENT

NORMAL CROWN

+90.00

SOUTHBOUND LANE

NORTHBOUND LANE

+85.00

PR0-1

109+00 110+00 111+00 112+00 113+00 114+00

E L

E V

A T I O

STATION

P V

E L

E V

E L

E V

P V

E L

E V

E L

E V

E L

E V

P V

E L

E V

0.61%

4.91

-2.15%

L = 50.00 FT.

G1 = +0.61%

G2 = +4.91%

E= 0.27 FT.

HSD = 120.62 FT.

L = 100.00 FT.

G1 = +4.91%

G2 = -5.68%

E= -1.32 FT.

SSD = 151.87 FT.

HSD = 161.99 FT.

E= 0.22 FT.

G2 = -2.15%

G1 = -5.68%

L = 50.00 FT.

ENDS STA. 112+60.00

FULL DEPTH RECONSTRUCTION

ELEV. 147.14

STA. 112+13.88

CL BEARINGS

TO BE REMOVED

EXISTING SUPERSTRUCTURE

BEGINS STA. 110+15.00

FULL DEPTH RECONSTRUCTION

E L

E V

H I G

E L

E V

P V I

E L

E V

E L

E V

95'-6" SPAN

ELEV. 147.18

CL BEARINGS STA. 111+18.38

NOTE: EXISTING PILES NOT SHOWN.

ORIGINAL GROUND

MATCH EXISTING

STA 110+15

STA 109+90 TO

LIMITS

MILL AND PAVE

MATCH EXISTING

STA 112+85

STA 112+60 TO

LIMITS

MILL AND PAVE

END RECONSTRUCTION

BEGIN RECONSTRUCTION

PROPOSED GRADE

40' 80'

HORIZONTAL SCALE

10'

V E R T

A L

S C A L E

20'

PROFILE

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p h p r o .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

STATE OF NEW YORK

THE PEOPLE OF THE TAX MAP PARCEL NO. 155.00-1-13

(REPUTED OWNER)

MARY HURLEY

TAX MAP PARCEL NO. 139.00-2-1

(REPUTED OWNER)

STATE OF NEW YORK

THE PEOPLE OF THE

A H E A D

"C U R V E

A H E A D

"C U R V E

B R U S H

FENCE LINE

A R E A

W O O D E D

F O U N D

O N

G R I D

N O

R T

TO NY ROUTE 196

LOCK 8 WAY

LOCK

B O

E K

95'-6" (PROPOSED SPAN)

EXISTING FOOTING TO REMAIN (TYP.)

TO ACCEPT NEW SUPERSTRUCTURE (TYP.)

EXISTING BACKWALL TO BE MODIFIED

(O U

T O

O U

L A

N E

T R

A V

E L

L A

N E

T R

A V

E L

SHLDR.

4'-0"

SHLDR.

4'-0"

BREAK (TYP.)

2'-4" SHLDR.

RAIL

FACE OF

RAIL

FACE OF

2 EVRUC

TO REMAIN (TYP.)

EXISTING STONE FILLING

GENERAL PLAN AND ELEVATION

A A

EXISTING HIGHWAY BOUNDARY (TYP.)

DATUM EL. 125.0

EXISTING GROUND

PROPOSED GROUND

TO REMAIN

EXISTING SUBSTRUCTURES

D.H.W. EL. 140.91

STA. 112+60.00

RECONSTRUCTION

END FULL DEPTH

STA. 112+85.00

END MILL & PAVE

END PROJECT LIMITS

CURVE NO. 2 DATA

SCALE: 1" = 20'-0"

20' 40'

47'-9" APPROXIMATE THEORETICAL BOTTOM ANGLE

1.27 FT MIN. FREEBOARD

PLAN

TO REMAIN (TYP.)

EXISTING STRUCTURE

AZ. 27°20'16.0''

STA. 111+06.35

BEGIN APPROACH SLAB

ST-1

SEE NOTE 1

SUPERSTRUCTURE TO BE REMOVED

EXISTING PREFABRICATED TRUSS

REMOVAL NOTES ON DWG. ST-4.

PROPERTY OF WASHINGTON COUNTY. SEE ADDITIONAL

1. EXISTING TRUSS SUPERSTRUCUTRE TO REMAIN

NOTE:

90°00'00"

STA. 112+27.90

END SLEEPER SLAB

RAILING (TYP.)

TRANSITION BRIDGE

STA. 110+15.00

RECONSTRUCTION

BEGIN FULL DEPTH

SEE NOTE 1

SUPERSTRUCTURE TO BE REMOVED

EXISTING PREFABRICATED TRUSS

ITEM 568.51

STEEL BRIDGE RAIL (FOUR RAIL)

ITEM 568.70

TRANSITION BRIDGE RAIL (TYP.)

ELEVATION A-A

NOTE: EXISTING PILES NOT SHOWN

F I X

A R I N

E X

P A

N S I

A R I N

STA. 111+16.35

BEGIN BRIDGE

STA. 112+15.90

END BRIDGE

SLEEPER SLAB

APPROACH SLAB (TYP.)

95'-6'' SPAN

MO = 5.94'

T = 38.30'

L = 73.90'

R = 114.00'

37°08'29" RT.

STA. 111+18.38

CL FIXED BEARINGS

BEGIN ABUTMENT

STA. 112+13.88

CL EXP. BEARINGS

END ABUTMENT

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p b g e n .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OF 37

LOCK 8 WAY BRIDGE SUPERSTRUCTURE REPLACEMENT

111+00 112+00 113+00

P R C

P C C

P T

2 (MIN.)

EASTBOUND TRAVEL LANE

12'-0"

1'-8"

2%2%

1'-8" LOCK 8 WAYc

EASTBOUND TRAVEL LANE

12'-0" LOCK 8 WAYc

SHOULDER

4'-0"

SHOULDER

4'-0"

SHOULDER BREAK

2'-4"

SHOULDER BREAK

2'-4"

(TYP.)

VARIES

ORIGINAL GROUND

4'0

SCALE: ‰" = 1'-0"

1' 2'

TYPICAL BRIDGE SECTION

TYPICAL BRIDGE APPROACH SECTION

ST-2

4 SPACES AT 7'-6" = 30'-0"

2'-8"

ITEM 568.51

(TYP.)

RAILING (FOUR RAIL)

STEEL BRIDGE

WESTBOUND TRAVEL LANE

12'-0"

ITEM 203.02

UNCLASSIFIED EXCAVATION12" SUBBASE COURSE TYPE 2, ITEM 304.12

ITEM 557.1013

WITH INTEGRAL WEARING SURFACE

12" STRUCTURAL APPROACH SLAB

WESTBOUND TRAVEL LANE

12'-0"

ITEM 568.70

TRANSITION BRIDGE RAILING (TYP.)

ITEM 610.1605

TURF ESTABLISHMENT - PERFORMANCE (TYP.)

ITEM 608.020102

3" VEGETATION CONTROL STRIP (TYP.)

OVERHANG OVERHANG

ITEMS 564.0501 AND 572.00020101

METALIZED PLATE GIRDER (TYP.)

ITEM 557.1113

REQUIRED - TYPE 3

SURFACE, BOTTOM FORMWORK

SLAB WITH INTEGRAL WEARING

9.5" CONCRETE SUPERSTRUCTURE

35'-4" OUT-TO-OUT

32'-0" RAIL TO RAIL

MATCH PAVEMENT CROSS SLOPE (TYP.)

TYPICAL BRIDGE SECTIONS

2'-0"

ITEM 556.03 (TYP.)

STUD SHEAR CONNECTORS,

POINT OF ROTATION

STATION LINE, T.G.L. &

POINT OF ROTATION

STATION LINE, T.G.L. &

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p b s e c t y p .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

ST-3

GENERAL NOTES

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p b g n n .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

OHW

O H

W O

H W

O H

A A

B B

PLAN

SECTION A-A SECTION B-B

3'-0"

3' -0

G R I D

N O

R T

95'-6" +/- PAY LIMIT FOR DISMANTLING AND STORING EXISTING SUPERSTRUCTURE, ITEM 202.110001

S U

P E

R S

T R

U C

T U

R E I T

E M

ITEM 203.02

EXCAVATION AND DISPOSAL

LIMITS OF UNCLASSIFIED

ITEM 203.02

EXCAVATION AND DISPOSAL

LIMITS OF UNCLASSIFIED

STA. 111+18.38

CL BEARINGS

BEGIN ABUTMENT

STA. 112+13.88

CL BEARINGS

END ABUTMENT

LOCK 8 WAY

STA LINE, HCL & CL LOCK 8 WAY

B O

E E

F L

O W

LEGEND

EL 143.00

APPROACH SLAB

SUPERSTRUCTURE SLAB

STEEL GIRDER STEEL GIRDER

SUBBASE

APPROXIMATE EXISTING GROUND

ROADWAY SECTIONS

SEE TYPICAL

ROADWAY SECTIONS

SEE TYPICAL

SCALE: 1" = 10'-0"

10' 20'

TO REMAIN

EXISTING SUBSTRUCTURE

TO REMAIN

EXISTING SUBSTRUCTURE

NOTE: EXISTING BRIDGE NOT SHOWN FOR CLARITY.

M A

N T

L I

L I V

E R I

I S

T I N

SEE DWG. ST-4 (TYP.)

FOR SUBSTRUCTURE REMOVAL LIMITS

SUBSTRUCTURES TO REMAIN

(TYP.)

3'-0"

OF THIS CONTRACT UNDER SUPPLEMENTAL INFORMATION.

NOT SHOWN. RECORD PLANS ARE AVAILABLE AS PART

3. EXISTING SUPERSTRUCTURE REMOVAL SECTION IS

PRICE BID FOR ITEM 202.110001.

AND STORAGE OF ALL ITEMS TO BE INCLUDED IN THE

TRIPOLI ROAD, FORT ANN, NY. COST FOR DELIVERY

SHALL BE DELIVERED TO WASHINGTON COUNTY AT 1377

2. EXISTING SUPERSTRUCTURE, BARRIER, AND BEARINGS

THE CONTRACTOR.

SATISFACTORY TO THE COUNTY AT THE EXPENSE OF

SHALL BE REPAIRED OR REPLACED IN A MANNER

PROPERTY OF THE COUNTY, THE DAMAGED MATERIALS

REMAIN IN PLACE OR WHICH ARE TO REMAIN THE

CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO

THE COUNTY, WILL NOT BE DAMAGED. IF THE

IN PLACE, OR WHICH ARE TO REMAIN THE PROPERTY OF

CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN

1. THE CONTRACTOR SHALL PERFORM ALL WORK WITH

NOTE:

NOTES 1 AND 2.

TO BE INCLUDED IN THE PRICE BID FOR ITEM 202.110001, SEE

SUPERSTRUCTURE INCLUDING BRIDGE BEARINGS, AND BARRIER, COST

DISMANTLE AND DELIVER EXISTING TEMPORARY BRIDGE

SUBBASE

SLAB

SUPERSTRUCTURE

SLEEPER SLAB

.)3'

-0

O.H.W. (APPROX. EL. 134.50)

LIMITS OF STRUCTURE EXCAVATION, ITEM 206.01

REMOVAL OF STRUCTURAL CONCRETE, ITEM 580.01

SELECT STRUCTURE FILL, ITEM 203.21

AZ. 27°20'16.0''

111+00 111+50 112+00

AND DETAILS

SUPERSTRUCTURE REMOVAL PLAN

EXCAVATION, EMBANKMENT AND

ST-4

J G e i s l e r

CULVERTSPIN 1762.26

N A

G E

R D

E S I

P E

R V I S

O R

P R

O J

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

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION: 1

M c i d g e

D r a w

D r a w i n g s c p b e r w p l n .d g n

McFARLAND-JOHNSON, INC.

COUNTY: WASHINGTON

BRIDGES

OVER BOND CREEK

TOWN OF KINGSBURY

5525300

90 EAST AVENUE

SARATOGA SPRINGS, NEW YORK 12866

D040823L

S A

N D

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

V A

L L

E T

T A

D U

N N

G E

R O

U X

G E I S

L E

R L

S A

N D

A L

S A

N D

GRID

NORTH

STA. LINE & TGL

CL LOCK 8 WAY,

17'-0"

1'-0"

2' -0

1' -0

2'-0"

17'-0"

OF BACKWALL

REAR FACE

ABUTMENT STEM

FRONT FACE OF EXISTING

8'-0" 8'-0"

ITEM 202.110001 (TYP.)

REMOVE EXISTING BEARINGS,

RODS, SEE NOTE 1 (TYP.)

REMOVE EXISTING ANCHOR

NOTES:

SCALE: 1" = 6'-0"

10' 20'

DENOTES STRUCTURAL CONCRETE REMOVAL, ITEM 580.01

EXISTING BRIDGE SEAT

EL. 141.75 +/- (END)

EL. 141.25 +/- (BEGIN)

EL. 144.0 (END)

EL. 144.0 (BEGIN)

EXISTING TOP OF BACKWALL

EL. 146.32 +/- (END)

EL. 145.73 +/- (BEGIN)

ITEM 202.110001 (TYP.)

REMOVE EXISTING BEARINGS,

7' -0

INGW

ALL TO REM

AIN

8'-0" EXISTING

8' -0

2' -0

1'-0" 1' -0

8'-0" 8'-0"

JOINT (TYP.)

CONSTRUCTION

EXISTING VERTICAL

REMOVE TO

OF BACKWALL

REAR FACE

STA. LINE & TGL

CL LOCK 8 WAY,

RODS, SEE NOTE 1 (TYP.)

REMOVE EXISTING ANCHOR

ABUTMENT STEM

FRONT FACE OF EXISTING

BEGIN ABUTMENT REMOVAL PLAN

END ABUTMENT REMOVAL PLAN

ABUTMENT REMOVAL ELEVATION

17'-0" 17'-0"

AND ELEVATION

ABUTMENT REMOVAL PLAN

ST-5

VERTICAL CONSTRUCTION JOINT

REMOVE CONCRETE TO EXISTING

VERTICAL CONSTRUCTION JOINT

REMOVE CONCRETE TO EXISTING

INGW

ALL TO REM

AIN

7'-0" EXISTING

CONSTRUCTION JOINT

EXISTING VERTICAL

REMOVE CONCRETE TO

CONSTRUCTION JOINT

EXISTING VERTICAL

REMOVE CONCRETE TO

CL OF BEARING

ITEM 202.110001. FOR ADDITIONAL REMOVAL NOTES, SEE DWG. ST-4.

2. THE EXISTING BEARINGS SHALL BE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 23, 2026.