Plans.pdf

PDF 8 MB Posted Oct 22, 2026

Attached to: County Route 3 over West Settlement Creek Bridge Replacement, Town of Halcott
Solicitation number: 2140148
Issued by: Greene County, New York

About this file

Written by GovTribe AI · Oct 22, 2026

This is a construction plans document for the Greene County Highway Department's County Route 3 over West Settlement Creek Bridge Replacement project in the Town of Halcott, New York (PIN 1762.66, Contract Number D041079). The project involves the replacement of an existing jack arch bridge structure and concrete culvert with a precast concrete box culvert, along with associated highway reconstruction and stream restoration work. The scope includes removal of existing superstructures and substructures, installation of a new precast concrete box culvert with wingwall units, bridge railing systems, erosion control measures, and complete roadway reconstruction from station C10+05 to C13+09. A temporary detour structure will maintain single-lane, alternating one-way traffic controlled by temporary traffic signals during construction. The project design was finalized and approved on November 25, 2025, with contract plans prepared by Creighton Manning Engineering and Surveying, PLLC. The estimate of quantities includes major items such as clearing and grubbing, structural excavation (630 cubic yards), precast concrete box culvert installation (46 linear feet), asphalt pavement courses, steel bridge railing (57 linear feet), transition bridge railing (98 linear feet), turf establishment (1,178 square yards), and various traffic control, erosion control, and miscellaneous construction elements totaling approximately 80 bid items.

The project is a Federal Aid project requiring compliance with NYSDOT Standard Specifications adopted May 1, 2026, with design specifications based on AASHTO HL-93 live loads and NYSDOT LRFD Bridge Design Specifications. Minority Business Enterprise (MBE) utilization goal is 7%, Women Business Enterprise (WBE) goal is 11%, Service-Disabled Veteran-Owned Business (SDVOB) goal is 6%, and DBE goal is 0%. Employment goals include 2.6% minority employment and 6.9% women employment. The project includes stream protection requirements, fisheries restrictions prohibiting instream work between September 30 and May 15, hydraulic design based on mean annual flood elevation of 1737.50, and provisions for maintaining fish spawning habitat and water quality. Contractor responsibilities include traffic management, utility coordination (noting high voltage electrical lines in proximity), building condition surveys for adjacent properties, temporary mailbox provisions, and restoration of existing stone walls. All work must comply with ACOE and NYSDEC permits, invasive species control measures, and environmental protection standards including sediment and erosion control via silt fencing and geosynthetic reinforced soil systems. The project allows for field changes and includes price adjustment provisions for asphalt, fuel, and steel/iron materials.

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D E

N S

U P

E R

O R

P R

C T

M A

N A

G E

R D

E S

D R

A F

G C

H E

C K

C H

E C

GREENE COUNTY HIGHWAY DEPARTMENT

APPROVED BY

DATE

CONTRACT D041079

PROJECT LOCATION

FED. ROAD REG. NO. STATE SHEET NO.

1N.Y.1

INDEX ON SHEET NO. 2

COUNTY: GREENE

IDENTIFICATION NO. PIN 1762.66

CAPITAL PROJECT

GREENE COUNTY

AND GUIDELINES AND THE FINAL DESIGN REPORT APPROVED ON 11/25/2025

CONTRACT PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH NYSDOT POLICIES

BY CHANGES SET FORTH IN THE CONTRACT PROJECT "PROPOSAL."

IN THE CONTRACT PROJECT "PROPOSAL" EXCEPT AS MODIFIED BY THESE PLANS OR

CONFORMITY WITH THE STANDARD SPECIFICATIONS (US CUSTOMARY) REFERENCED

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

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

M A

N A

G E

LAKE ONTARIO

LONG I

SLAND S

OUND 8

SYRACUSE

UTICA

ROCHESTER

BUFFALO

HORNELL

WATERTOWN

HAUPPAUGE

ATLANTIC

CEAN

C O

N N

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 A

CANADA

P E

N N

C O

N N

M A

S S

NYS DEPARTMENT

GRID

NORTH

CREIGHTON MANNING ENGINEERING AND SURVEYING, PLLC

2 WINNERS CIRCLE - ALBANY - NEW YORK - 12205

P: (518) 446-0396 F: (518) 446-0397 WWW.CMELLP.COM

/2 p w

/g a i-p w

.b e n tl e y

.c o m :g a i-p w

-0

/D o c u m e n ts /N

N e w

Y o rk /R

G re e n e C o C

C u lv e rt

R e p la c e m e n t B ri d g e N

Y /C

A D

D /d g n

O N

N E

C T

/1 c p b c o v .d g n

E N

A M

U S

E R

D A

T E

P L

O T n y

P D

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E .p lt cf g

A M

D et ri K

D E

T R

BIN 3372230

PIN 1762.66

GREENE COUNTY, NY

TOWN OF HALCOTT

CR3 OVER WEST SETTLEMENT CREEK BRIDGE REPLACEMENT

CR3 OVER WEST SETTLEMENT CREEK

BRIDGE REPLACEMENT

TOWN OF HALCOTT

SEPTEMBER 2026

& SURVEYING, PLLC

CREIGHTON MANNING ENGINEERING

PREPARED BY

DATE

H U

N T

H U

N T

U L

H O

R T

M O

R R

Y A

L O

SCOTT TEMPLETON, SUPERINTENDENT MATT HUNT, PE PROJECT MANAGER

AREA

PROJECT

AREA

PROJECT

PROJECT DESCRIPTION

STREAM RECONSCRUCTION

DETOUR TO MAINTAIN TRAFFIC WORK INCLUDES ASSOCIATED HIGHWAY AND

CONCRETE CULVERT. CONSTRUCTION WILL UTILIZE A TEMPORARY ON-SITE

REMOVAL OF EXISTING JACKARCH STRUCTURE AND REPLACEMENT WITH PRECAST

CONTRACT LIMITS

ROADWORK SIGNING.

PORTABLE AND FIXED VARIABLE MESSAGE SIGNS) AND 500 FT BEYOND THE END

BEGIN 500 FT PRIOR TO THE FIRST ADVANCED WARNING SIGNS (INCLUDING ALL

CONTRACT LIMITS FOR ALL ROADWAY THAT CONTAIN CONSTRUCTION SIGNAGE

D041079

9/23/269/28/26

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

C K

/2 p w

/g a i-p w

.b e n tl e y

.c o m :g a i-p w

-0

/D o c u m e n ts /N

N e w

Y o rk /R

G re e n e C o C

C u lv e rt

R e p la c e m e n t B ri d g e N

Y /C

A D

D /d g n

O N

N E

C T

/1 c p b in d

-0

.d g n F

N A

M E

U S

E R

D A

T E

P L

O T n y

P D

C M

E .p lt cf g

A M

D et ri K

D E

T R

M O

R R

E Y

H U

N T

H U

N T

U L

H O

R T

T R

CATSKILL, NY 12414

411 MAIN STREET

GREENE COUNTY HIGHWAY DEPARTMENT

CR3 OVER WEST SETTLEMENT CREEK BRIDGE REPLACEMENT

TOWN OF HALCOTT

BIN 3372230 D041079

INDEX AND ABBREVIATIONS IND-01

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

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

STRM

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 PENETROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

INDEX TOTAL NUMBER OF SHEETS: 32

NUMBER

SHEET

DESCRIPTION DRAWING NUMBER

1 COVER COVER

2 INDEX AND ABBREVIATIONS IND-01

3 LEGEND - POINT SYMBOLS LEG-01

4 LEGEND - LINE SYMBOLS LEG-02

5 ESTIMATE OF QUANTITIES AND BASELINE TIES BLT-01

6 GENERAL NOTES GNN-01

7 HORIZONTAL CONTROL TABLES HVC-01

8 WORK ZONE TRAFFIC CONTROL - 1 WZP-01

9 WORK ZONE TRAFFIC CONTROL - 2 WZP-02

10 WORK ZONE TRAFFIC CONTROL - 3 WZP-03

11 WORK ZONE TRAFFIC CONTROL - 4 WZP-04

12 HIGHWAY GENERAL PLAN GNP-01

13 FINAL GRADING PLAN GNP-02

14 GENERAL PLAN AND ELEVATION ST-1

15 TYPICAL SECTIONS -1 ST-2

16 TYPICAL SECTIONS -2 ST-3

17 PROFILE AND BANKING DIAGRAM ST-4

18 SOIL BORING LOG - 1 ST-5

19 SOIL BORING LOG - 2 ST-6

20 SOIL BORING LOG - 3 ST-7

21 SOIL BORING LOG - 4 ST-8

22 SOIL BORING LOG - 5 ST-9

23 EARTHWORK, STREAM AND EROSION CONTROL PLAN ST-10

24 EARTHWORK SECTIONS ST-11

25 FRAMING PLAN ST-12

26 CULVERT DETAILS - 1 ST-13

27 CULVERT DETAILS - 2 ST-14

28 MISCELLANEOUS TABLES ST-15

29 RAILING PLAN & DETAILS ST-16

30 TRANSITION RAIL DETAILS -1 ST-17

31 TRANSITION RAIL DETAILS -2 ST-18

32 TRANSITION RAIL DETAILS -3 ST-19

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APRC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

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

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

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

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPV

CPSM

CPH

ATS

AST

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

WETLAND FLAGEWFG

RFM

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

UUW UNKNOWN, WELL

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

DSMTXX_P

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

"XX" = 48, 60, 72, 84, 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

VMS

PVMS

RWIS

WIM

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

M A

N A

G E

R D

E S

S U

P E

R V

R P

R O

T M

A N

A G

E R

D E

N D

R A

F T

C H

E C

K C

H E

/2 p w

/g a i-p w

.b e n tl e y .c o m

:g a i-p w

-0 /D o c u m e n ts

/N Y

N e w

Y o rk

/R .0

G re e n e C o C

R C u lv e rt

R e p la c e m e n t

B ri d g e N

Y /C

A D

D /d g n C

O N

N E

C T

/1 c p b le g -0

.d g n

E N

A M

U S

E R

D A

T E

P L

O T n y

P D

C M

E .p lt cf g

A M

D et ri K

D E

T R

M O

R R

E Y

H U

N T

H U

N T

U L

H O

R T

T R

CATSKILL, NY 12414

BIN 3372230 D041079

LEGEND POINT SYMBOLS LEG-01

BRIDGE, SCUPPER

EASEMENT, PERM., SHAPE

EASEMENT, PERM., APPROX.

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

MEPAP_P

EIOP_P

ADPI_P DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

BSC

LTW_P TREE, WELL OR WALL

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, SHAPE

MPBC PT., BUILDING CORNER

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE ACQUISITION

TWZBCD_P

RES_P ELEVATION, SPOT

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

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 PROT., GRAVEL BAG

STR., INLET PROT., FILTER LOG

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPEFL_P

EIPP_P

EIPSF_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

CORRESPONDING EXISTING FEATURES.

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

SHOULD BE LABELED ON THE PLANS.

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

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

(0.015 in ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

ALIGNMENT

TRAP, SEDIMENT

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

ITS ROW MAPPING

TRAFFIC CONTROL

UTILITIES

ETRS_P

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

RISER, CONCRETE BOXERCB

NAMENAME NAME NAME DESCRIPTIONNAMECELLCELL NAME DESCRIPTION

ROW ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

ROADWAY

SIGNS

DRAINAGE

CULV

PRFB

CDPD

EZ-T

R M

WVR

P1 M1

FEE

M1 P1

FEE WO/A

M1 P1

AC CONTROL (CENTERLINE)

CBPR

ESFL

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, W/ ACCESS

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)

FILTER, SEDIMENT LOG

STSE*

MHA HISTORICAL, ACQUISITION

STXLB X WALK, LADDER BAR LINE

STXL

DAM, COFFER

FW SW

AHB

HB W / OA

PLA

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

OET

OFO

SAF

CTV

OCTV

OUU

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

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-0 /D o c u m e n ts

/N Y

N e w

Y o rk

/R .0

G re e n e C o C

R C u lv e rt

R e p la c e m e n t

B ri d g e N

Y /C

A D

D /d g n C

O N

N E

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.d g n

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LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

HAVE CORRESPONDING EXISTING FEATURES.

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

(SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE

FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK, UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).

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

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

APE

ATE

FEE

AFEE

FEE W / OA

LEGEND LINE SYMBOLS LEG-02

EXC RSL IO

0+00

(C O

U N

O U

H A

M A

O A

H R B L

4+0

(C O

U N

O U

H A

O A

H R B L

RBL

5+0

5+1 7.

OUNTY

ROUTE

HALCOTT

ROAD

RBL

C U

B O

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 9/23/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

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

TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR, CONTRACT NUMBER

DRAWING NO.

SHEET NO.

REGION: 1

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N e w

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G re e n e C o C

C u lv e rt

R e p la c e m e n t B ri d g e N

Y /C

A D

D /d g n

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N E

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-0

.d g n F

N A

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BASELINE TIES

ESTIMATE OF QUANTITIES AND

BLT- 01

NYSPCS EAST ZONE NAD 83

E: 494053.9469

N: 1221940.8045

NAVD 88 EL: 1739.112

SIDE OF COUNTY ROUTE 3

MAG SPIKE SET IN GRASS ON THE WESTERLY

BASELINE CONTROL TIES

2024 HALCOTT ROAD

CBP 3 MAGSPK HRBL STA 0+00

TIES NOT TO SCALE

NYSPCS EAST ZONE NAD 83

E: 494360.2381

N: 1222160.9380

NAVD 88 EL: 1742.710

SIDE OF COUNTY ROUTE 3

MAG SPIKE SET IN GRASS ON THE EASTERLY

CBP 1 MAGSPK HRBL STA 3+77.19

NYSPCS EAST ZONE NAD 83

E: 494477.5510

N: 1222237.2960

NAVD 88 EL: 1742.194

SIDE OF COUNTY ROUTE 3

MAG SPIKE SET IN GRASS ON THE EASTERLY

CBP 2 MAGSPK HRBL STA 5+17.17

TIES NOT TO SCALE TIES NOT TO SCALE

BASELINE CONTROL TIES

2024 HALCOTT ROAD

BASELINE CONTROL TIES

2024 HALCOTT ROAD

TABLE OF BENCHMARKS

NO. BL NORTHING BL EASTING DESCRIPTION ELEVATION

BM 5

BM 4

1222209.4141

1222071.4404

494450.5354

494258.6721

BENCH TIE SET IN UP "NYT 106"

BENCH TIE SET IN UP "NYT 104"

1743.54

1741.04

W A

LLS

N E

IRON ROD TACK

MAGSPK

CBP 3

MONUMENT

COPPER CLAD

P E

B Y

HAZARD

M A

G S P

C B P

ROUTE 3 & ROUTE 1

GREENE COUNTY

P E

STO

N E

W A

STF

STS

STO

N E

W A

LBOX

AGSP

CBP

ROUTE 3

GREENE COUNTY

ESTIMATE OF QUANTITIES

NUMBER

ITEM

DESCRIPTION

UNIT QUANTITY

ESTIMATED

201.06 CLEARING AND GRUBBING LS 1

202.120001 REMOVING EXISTING SUPERSTRUCTURES LS 1

202.19 REMOVAL OF SUBSTRUCTURES CY 84

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY 260

203.03 EMBANKMENT IN PLACE CY 79

203.21 SELECT STRUCTURE FILL CY 53

203.24010017 SHOULDER BACKUP MATERIAL TON 32

206.01 STRUCTURE EXCAVATION CY 630

206.0201 TRENCH AND CULVERT EXCAVATION CY 16

207.26 PREFABRICATED COMPOSITE STRUCTURAL DRAIN SY 30

209.13 SILT FENCE-TEMPORARY LF 588

304.12 SUBBASE COURSE, TYPE 2 CY 172

404.0189 TRUING & LEVELING F9, ASPHALT, 80 SERIES COMPACTION TON 48

404.1283 12.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON 103

404.1989 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON 160

407.0103 STRAIGHT TACK COAT GAL 68

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF 320

490.10 PRODUCTION COLD MILLING OF BITUMINOUS CONCRETE SY 286

552.17 SHIELDS AND SHORING SF 95

553.030001 TEMPORARY WATERWAY DIVERSION STRUCTURE EACH 1

554.3001 GEOSYNTHETIC REINFORCED SOIL SYSTEM WALL -WELDED WIRE FORM SF 210

560.13200007 REMOVE AND RESET STONE WALL LF 100

568.51 STEEL BRIDGE RAILING (FOUR RAIL) LF 57

568.70 TRANSITION BRIDGE RAILING LF 98

595.50000018 SHEET-APPLIED WATERPROOFING MEMBRANE SF 1113

603.65240715 PRECAST CONCRETE BOX CULVERT (BRIDGE SIZE, FILL HEIGHT LESSTHAN 2 FT) LF 46

603.67000001 PRECAST CONCRETE WINGWALL UNITS FOR BOX CULVERTS SY 18

606.120101 BOX BEAM END PIECE EACH 2

606.120201 BOX BEAM GUIDE RAILING END ASSEMBLY, TYPE IIA EACH 2

610.1605 TURF ESTABLISHMENT PERFORMANCE SY 1178

613.04000001 STOCKPILING AND PLACING EXISTING STREAM BED MATERIALS CY 41

615.01010108 MATERIAL FOR STREAM BED ESTABLISHMENT CY 41

616.08000024 LIVE STAKE PLANTINGS 1" TO 2" EACH 150

619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 1

619.04 TYPE III CONSTRUCTION BARRICADE EACH 10

619.0501 TEMPORARY STRUCTURES AND APPROACHES NO 1 LS 1

619.130201 TEMPORARY TRAFFIC SIGNALS - PORTABLE TRAFFIC SINGAL SYSTEM ELOC 1

619.1701 TEMPORARY CONCRETE BARRIER, (UNPINNED) LF 80

619.27 MAILBOXES EACH 3

620.0801 BEDDING MATERIAL, TYPE 1 CY 88

620.13000016 EXTRA HEAVY STONE FILLING CY 346

623.12 CRUSHED STONE (IN-PLACE MEASURE) CY 32

625.01 SURVEY OPERATIONS LS 1

627.50140008 CUTTING PAVEMENT LF 84

634.99010017 BUILDING CONDITION SURVEY LS 1

637.11 ENGINEER'S FIELD OFFICE - TYPE 1 MNTH 5

637.34 OFFICE TECHNOLOGY AND SUPPLIES DC 2000

646.22 DELINEATOR, SNOWPLOWING MARKER, SUPPLEMENTARYSNOWPLOWING MARKER PANELS EACH 6

646.32 STEEL POST, 2.0 LB/FT EACH 6

647.31 RELOCATE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I (UNDER 30SQUARE FEET) EACH 7

647.41 REMOVE AND STORE SIGN PANEL, SIGN PANEL ASSEMBLY SIZE I(UNDER 30 SQUARE FEET) EACH 5

685.1102 WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 562

685.1202 YELLOW EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL LF 616

697.03 FIELD CHANGE PAYMENT DC 50000

698.04 ASPHALT PRICE ADJUSTMENT DC 700

698.05 FUEL PRICE ADJUSTMENT DC 400

698.06 STEEL/IRON PRICE ADJUSTMENT DC 100

699.040001 MOBILIZATION LS 1

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 9/23/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

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

DRAWING NO.

SHEET NO.

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G re e n e C o C

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REMOVAL NOTES

AND INVERT SLAB SHALL BE REMOVED UNDER ITEM 202.19.

EXISTING JACK ARCH SUPERSTRUCTURE SHALL BE REMOVED UNDER ITEM 202.120001. EXISTING SUBSTRUCTURES

APPLICABLE STANDARDS SHEET(S) UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS.

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

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

CURRENT AS OF THE STANDARD SPECIFICATIONS ADOPTION DATE AT THE TIME OF ADVERTISEMENT, SHALL BE

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

HIGH VOLTAGE ELECTRICAL LINES ARE IN PROXIMITY TO THIS CULVERT.

BELONG TO THE VILLAGE OF ALTAMONT.

THE OWNERSHIP AND MAINTENANCE JURISDICTION RESPONSIBILITIES OF ALL FEATURES WITHIN THE R.O.W.

COMPENSATION FOR SAID TIME DELAYS, REMOVALS, OR REPLACEMENTS.

MATERIALS. FAILURE TO DO SO MAY RESULT IN TIME DELAYS. THE CONTRACTOR WILL NOT BE ENTITLED TO

BY THE ENGINEER PRIOR TO ORDERING OR FABRICATION OF MATERIALS AND PRIOR TO INSTALLATION OF

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

WAY.

THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING EDGE OF PAVEMENT ALONG ALL RIGHTS-OF-

CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.

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

CORRECT THE SITUATION TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.

OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTION SHALL BE TAKEN TO

IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL

SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.

PLANS AND SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, ALSO

THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON SUBSEQUENT SHEETS OF THE

LUMP UNIT BID PRICE FOR THE VARIOUS ITEMS IN THE CONTRACT.

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

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

NO ADDITIONAL PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLAN, IN THE

THE AS-BUILT DRAWINGS SUBMITTED FOR APPROVAL.

THE PLANS, AS APPROVED BY THE ENGINEER. ALL FIELD CONDITIONS AND DIMENSIONS SHALL BE NOTED ON

THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL MAKE APPROPRIATE CHANGES TO THOSE SHOWN ON

ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING AND GIVEN CONDITIONS, STANDARD SPECIFICATIONS.

UNLESS OTHERWISE NOTED ALL ITEM NUMBERS FOR SPECIFIC WORK TASKS RELATE TO THE NEW YORK STATE

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

VERSION OF THE AASHTO MAINTENANCE MANUAL FOR ROADWAYS AND CULVERTS.

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

DATE OF ADVERTISEMENT WITH CURRENT ADDITIONS AND MODIFICATIONS.

MATERIALS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, CURRENT ON

CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND

LIVE LOAD: AASHTO HL-93

SUBSTRUCTURES AT 28 DAYS: F'c = 4000 PSI.)

TIME OF ADVERTISEMENT (FOR DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR

DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS WITH ALL PROVISIONS IN EFFECT AT

INTERVAL OF 2.33 YEARS.

AS THE WATER SURFACE ELEVATION FOR THE MEAN ANNUAL FLOOD, WHICH IS THE FLOOD THAT HAS A RECURRENCE

ORDINARY HIGH-WATER ELEVATION TO BE 1737.50 AND IS SHOWN ON DWG. ST-1. ORDINARY HIGH-WATER IS DEFINED

RECONSTRUCTION NOTES

FISH LIFE DOWNSTREAM.

CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO PROTECT AND MAINTAIN WATER RIGHTS AND TO SUSTAIN

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

PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH

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

PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, OR

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO

ITEMS OF THE CONTRACT.

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

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, OF BY THE CONTRACTOR AT NO COST TO THE COUNTY.

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE CULVERT SHALL BE REMOVED AND DISPOSED

PROTECTION IS PROVIDED.

IF ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE STOPPED UNTIL ADEQUATE

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

MATERIAL TO THE AREA BELOW THE CULVERT EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF

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

DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THOSE ITEMS.

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

ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

VILLAGE, 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 VILLAGE, WILL NOT BE DAMAGED. IF THE CONTRACTOR

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

SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

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

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

ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACT DOCUMENTS HAVE BEEN

DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF RECONSTRUCTION WORK CANNOT BE

SECTION 107-08).

SATISFACTORY 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

FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION 105-15).

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

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

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

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

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

SPECIFICATIONS 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

PROTECTIVE BARRIER.

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

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

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

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

REFER TO SUBSECTION 107-05 OF THE STANDARD SPECIFICATIONS FOR SAFETY AND HEALTH REQUIREMENTS.

RECORD PLANS FOR THE CULVERT ARE NOT AVAILABLE.

BE SEALED BY A REGISTERED NEW YORK STATE PROFESSIONAL ENGINEER IS WAIVED.

SUBMITTED TO THE ENGINEER FIFTEEN (15) DAYS PRIOR TO BEGINNING THE DEMOLITION. THE REQUIREMENT THAT IT

OF THE NYSDOT STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS. A REMOVAL PLAN SHALL BE

SUPERSTRUCTURE REMOVAL SHALL MEET THE PROVISIONS OF S202-3.01 - GENERAL AND SAFETY REQUIREMENTS, ACCESS AND NOTIFICATION NOTES

ACTIVITIES. SUCH NOTICES WILL BE FURNISHED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER AND/OR THE COUNTY.

THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS LOCATED IN THE WORK ZONE 72 HOURS PRIOR TO THE START OF CONSTRUCTION

TIMES TO THE SATISFACTION OF THE ENGINEER.

THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND RESIDENTIAL PROPERTIES LOCATED IN THE WORK ZONE AT ALL

THE CONTRACTOR SHALL NOTIFY THE COUNTY 72 HOURS PRIOR TO ANY STREET OR LANE CLOSURES.

THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE ACCESS INTO THE WORK ZONE FOR EMERGENCY VEHICLES AT ALL TIMES.

GENERAL NOTES HYDRAULIC NOTES RIGHT OF WAY NOTES

FOUNDATION NOTES

NOTED.

BAR REINFORCEMENT SHALL MEET REQUIREMENTS OF SECTIONS 709-01 AND 709-04, UNLESS OTHERWISE

THE CONTRACT.

AND EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS CONCRETE ITEMS IN

THE COST OF ALL JOINT MATERIAL AND WATERSTOPS AT CONCRETE CONSTRUCTION JOINTS, CONTRACTION

THE UNIT PRICE BID FOR ITEM 203.03 EMBANKMENT IN PLACE.

THE COST OF WATER USED FOR COMPACTION OF EMBANKMENT IN PLACE MATERIAL SHALL BE INCLUDED IN

UNIT PRICE BID FOR ITEM 203.21 SELECT STRUCTURE FILL.

THE COST OF WATER USED FOR COMPACTION OF THE SELECT STRUCTURAL FILL SHALL BE INCLUDED IN THE

SIMULTANEOUSLY, ON BOTH SIDES OF THE VERTICAL PAYMENT LINE.

EMBANKMENT IN PLACE, ITEM 203.03 AND SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE PLACED

STANDARD PROCTOR MAXIMUM DENSITY.

ALL PLACEMENTS OF SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE COMPACTED TO 95 PERCENT OF

CONTROL OF INVASIVE SPECIES NOTES

TREE REMOVAL NOTES

TREE CUTTING IS ALLOWED NOVEMBER 1 THROUGH MARCH 31.

REPLACED IN-KIND BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE COUNTY.

ANY TREES THAT ARE BEYOND THE LIMITS OF WORK OR ANY TREES NOTED "TO REMAIN", THEY SHALL BE

REMAIN" OR ANY ADDITIONAL TREES BEYOND THE LIMITS OF WORK. SHOULD REMOVAL OR DAMAGE OCCUR TO

THE CONTRACTOR SHALL USE CARE SO AS NOT TO REMOVE OR DAMAGE EXISTING TREES THAT ARE NOTED "TO

MULCH SHALL MEET THE REQUIREMENTS OF NYSDOT MATERIAL SPECIFICATION 713-11- WOOD FIBER MULCH

NYSDOT MATERIAL SPECIFICATION 713-19- STRAW, SHALL BE PERMITTED ON PROJECT SITE.

NO HAY BALES SHALL BE PERMITTED ON PROJECT SITE. STRAW BALES, WHICH MEET THE REQUIREMENTS OF

WHEN OBSERVED INVADING THE SITE.

CANARY-GRASS (PHALARIS ARUNDINACEA) SHALL BE DUG OR CAREFULLY PULLED IN ORDER TO GET ALL ROOTS

SPECIES. PURPLE LOOSE STRIFE (LYTHRIUM SALICARIA), COMMON REED (PHRAGMITIES AUSTRALIS), AND REED

CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS AGAINST INVASION AND GROWTH OF INVASIVE, NON-NATIVE

STATE. SEED SHALL MEET THE REQUIREMENTS OF NYSDOT MATERIAL SPECIFICATION 713-04 SEEDS.

ALL SEED SPECIES (EXCEPT ANNUAL RYE AND PERENNIAL RYE GRASSES) SHALL BE NATIVE TO NEW YORK

SHIPPING TO THE PROJECT SITE.

ALL CONSTRUCTION EQUIPMENT WILL BE PRESSURE WASHED TO REMOVE SOIL CLUMPS AND DEBRIS PRIOR TO

NATIONAL PERMIT AND NYSDEC PERMIT.

ENGINEER IN CHARGE. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENT OF THE ACOE

ALLOWED TO ENTER ANY WETLAND OR WATERS. DESIGNATED WASH OUT AREAS TO BE APPROVED BY THE

WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM REDI-MIX TRUCKS, MIXERS OR OTHER DEVICES BE

DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO THE

ESTABLISHMENT AND MANAGEMENT) OF THE NYSDOT STANDARD SPECIFICATIONS.

SEEDED AND MULCHED AS SPECIFIED UNDER SECTION 610 (GROUND VEGETATION - PREPARATION, ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE GRADED, FERTILIZED, GENERAL NOTES GNN-01

BRIDGE IDENTIFICATION NUMBER (BIN) NOTE:

EXPANSION ANCHORS AT NO EXPENSE TO THE COUNTY. COST TO BE INCLUDED IN OTHER ITEMS IN THE COTNRACT.

THE CONTRACTOR SHALL FURNISH A NEW BIN PLATE CONSISTING OF PANEL WITH REFELECTIVE BACKGROUND, NUMERALS, AND

STREAM PROTECTION NOTES

COMMENCING SEPTEMBER 30TH AND ENDING MAY 15TH.

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

TIME OF YEAR RESTRICTION - FISHERIES; ALL INSTREAM WORK, AS WELL AS ANY WORK THAT MAY RESULT IN

PROTECT AND MAINTAIN WATER RIGHTS AND TO SUSTAIN FISH LIFE DOWNSTREAM.

USES WATER FROM A STREAM, THE CONTRACTOR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM TO

STREAM TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR

WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THE

EQUIPMENT IN OR NEAR SUCH STREAMS. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO A STREAM ANY

SEDIMENT, CONSTRUCTION MATERIALS OR OTHER FOREIGN MATERIALS, OR FROM THE OPERATION OF

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

ENVIRONMENTAL NOTES

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 9/23/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

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

DRAWING NO.

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CATSKILL, NY 12414

BIN 3372230 D041079

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HVC-01HORIZONTAL CONTROL TABLES

Station Northing Easting

Element: Circular

PC ( PC ) D 10+00.000 1222022.79 494176.31

HPI ( HPI ) D 10+36.938 1222044.24 494206.38

CC ( CC ) 1221883.33 494275.8

EQNBK 10+00.000 1222022.79 494176.31

EQNAHD D 10+00.000 1222022.79 494176.31

PT ( PT ) D 10+72.763 1222051.39 494242.62

Radius: 171.307

Delta: 24.34 Right

Degree of Curvature (Arc): 33.45

Length: 72.763

Tangent: 36.938

Chord: 72.217

Middle Ordinate: 3.849

External: 3.937

Back Tangent Direction: N54.497°E

Back Radial Direction: S35.503°E

Chord Direction: N66.665°E

Ahead Radial Direction: S11.167°E

Ahead Tangent Direction: N78.833°E

Element: Linear

PT ( PT ) D 10+72.763 1222051.39 494242.62

PC ( PC ) D 10+99.904 1222056.65 494269.25

Tangential Direction: N78.833°E

Tangential Length: 27.141

Element: Circular

PC ( PC ) D 10+99.904 1222056.65 494269.25

HPI ( HPI ) D 11+18.126 1222060.18 494287.13

CC ( CC ) 1222125.77 494255.61

PT ( PT ) D 11+35.566 1222071.93 494301.05

Radius: 70.458

Delta: 29 Left

Degree of Curvature (Arc): 81.32

Length: 35.662

Tangent: 18.221

Chord: 35.282

Middle Ordinate: 2.244

External: 2.318

Back Tangent Direction: N78.833°E

Back Radial Direction: S11.167°E

Chord Direction: N64.333°E

Ahead Radial Direction: S40.166°E

Ahead Tangent Direction: N49.834°E

Element: Linear

PT ( PT ) D 11+35.566 1222071.93 494301.05

PC ( PC ) D 12+22.793 1222128.19 494367.71

Tangential Direction: N49.834°E

Tangential Length: 87.227

Element: Circular

PC ( PC ) D 12+22.793 1222128.19 494367.71

HPI ( HPI ) D 12+57.447 1222150.55 494394.19

CC ( CC ) 1222204.61 494303.21

PRC ( PRC ) D 12+89.511 1222184.49 494401.16

Radius: 100

Delta: 38.23 Left

Degree of Curvature (Arc): 57.3

Length: 66.718

Tangent: 34.654

Chord: 65.488

Middle Ordinate: 5.513

External: 5.834

Back Tangent Direction: N49.834°E

Back Radial Direction: S40.166°E

Chord Direction: N30.720°E

Ahead Radial Direction: S78.393°E

Ahead Tangent Direction: N11.607°E

Element: Circular

PRC ( PRC ) D 12+89.511 1222184.49 494401.16

HPI ( HPI ) D 13+07.625 1222202.23 494404.81

CC ( CC ) 1222173.74 494453.5

PT ( PT ) D 13+24.439 1222214.1 494418.49

Radius: 53.428

Delta: 37.46 Right

Degree of Curvature (Arc): 107.24

Length: 34.928

Tangent: 18.114

Chord: 34.309

Middle Ordinate: 2.829

External: 2.987

Back Tangent Direction: N11.607°E

Back Radial Direction: S78.393°E

Chord Direction: N30.335°E

Ahead Radial Direction: S40.937°E

Ahead Tangent Direction: N49.063°E

TEMPORARY DETOUR ALIGNMENT

Station Northing Easting

Element: Linear

START ( START ) W 10+00.000 1222267.69 494296.89

EQNBK 10+00.000 1222267.69 494296.89

EQNAHD W 10+00.000 1222267.69 494296.89

PC ( PC ) W 10+53.885 1222221.45 494324.55

Tangential Direction: S30.891°E

Tangential Length: 53.885

Element: Circular

PC ( PC ) W 10+53.885 1222221.45 494324.55

HPI ( HPI ) W 10+58.692 1222217.33 494327.02

CC ( CC ) 1222032.7 494009.06

PT ( PT ) W 10+63.499 1222213.14 494329.38

Radius: 367.639

Delta: 1.5 Right

Degree of Curvature (Arc): 15.58

Length: 9.613

Tangent: 4.807

Chord: 9.613

Middle Ordinate: 0.031

External: 0.031

Back Tangent Direction: S30.891°E

Back Radial Direction: S59.109°W

Chord Direction: S30.142°E

Ahead Radial Direction: S60.607°W

Ahead Tangent Direction: S29.393°E

Element: Linear

PT ( PT ) W 10+63.499 1222213.14 494329.38

PC ( PC ) W 10+84.116 1222195.18 494339.5

Tangential Direction: S29.393°E

Tangential Length: 20.617

Element: Circular

PC ( PC ) W 10+84.116 1222195.18 494339.5

HPI ( HPI ) W 10+88.277 1222191.55 494341.54

CC ( CC ) 1222224.62 494391.77

PT ( PT ) W 10+92.425 1222188.24 494344.06

Radius: 60

Delta: 7.93 Left

Degree of Curvature (Arc): 95.49

Length: 8.309

Tangent: 4.161

Chord: 8.303

Middle Ordinate: 0.144

External: 0.144

Back Tangent Direction: S29.393°E

Back Radial Direction: S60.607°W

Chord Direction: S33.360°E

Ahead Radial Direction: S52.672°W

Ahead Tangent Direction: S37.328°E

Element: Linear

PT ( PT ) W 10+92.425 1222188.24 494344.06

PC ( PC ) W 11+34.921 1222154.45 494369.83

Tangential Direction: S37.328°E

Tangential Length: 42.496

Element: Circular

PC ( PC ) W 11+34.921 1222154.45 494369.83

HPI ( HPI ) W 11+43.141 1222147.91 494374.82

CC ( CC ) 1222174.29 494395.85

PT ( PT ) W 11+51.029 1222144.51 494382.3

Radius: 32.721

Delta: 28.21 Left

Degree of Curvature (Arc): 175.11

Length: 16.108

Tangent: 8.221

Chord: 15.946

Middle Ordinate: 0.986

External: 1.017

Back Tangent Direction: S37.328°E

Back Radial Direction: S52.672°W

Chord Direction: S51.430°E

Ahead Radial Direction: S24.467°W

Ahead Tangent Direction: S65.533°E

Element: Linear

PT ( PT ) W 11+51.029 1222144.51 494382.3

END ( END ) W 12+35.749 1222109.42 494459.41

Tangential Direction: S65.533°E

Tangential Length: 84.72

STREAM ALIGNMENTCR 3 ALIGNMENT

Station Northing Easting

Element: Linear

START ( START ) C 10+00.000 1222064.33 494226.9

EQNBK 10+00.000 1222064.33 494226.9

EQNAHD C 10+00.000 1222064.33 494226.9

PC ( PC ) C 11+30.000 1222147.07 494327.18

Tangential Direction: N50.472°E

Tangential Length: 130

Element: Circular

PC ( PC ) C 11+30.000 1222147.07 494327.18

HPI ( HPI ) C 12+04.620 1222194.56 494384.73

CC ( CC ) 1221375.76 494963.63

PT ( PT ) C 12+78.965 1222232.99 494448.7

Radius: 1000

Delta: 8.54 Right

Degree of Curvature (Arc): 5.73

Length: 148.965

Tangent: 74.62

Chord: 148.827

Middle Ordinate: 2.773

External: 2.78

Back Tangent Direction: N50.472°E

Back Radial Direction: S39.528°E

Chord Direction: N54.739°E

Ahead Radial Direction: S30.993°E

Ahead Tangent Direction: N59.007°E

Element: Linear

PT ( AC_P ) C 12+78.965 1222232.99 494448.7

END ( END ) C 13+98.965 1222294.78 494551.57

Tangential Direction: N59.007°E

Tangential Length: 120

BRIDGES CULVERTSPIN 1762.66

COUNTY: GREENE

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON: 9/23/2026

AFFIX SEAL: MATTHEW J. HUNT, P.E.

ON:

ALTERED BY:

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

DRAWING NO.

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CATSKILL, NY 12414

BIN 3372230 D041079

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NOTES AND SIGNAL TABLES

WORK ZONE TRAFFIC CONTROL - 1

WZP-01

PRECONSTRUCTION POSTED SPEED LIMIT: 35 MPH

TYPE OF ROADWAY: CONVENTIONAL ROAD

SETTING: RURALC.

THE ADJACENT OPEN LANES.

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

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

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

PROPERTIES.

NOT BE PARKED IN A MANNER WHICH INTERFERES WITH ACCESS TO ABUTTING

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

OTHER TRAFFIC CONTROL DEVICES.

NOT BE PARKED IN A MANNER WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR

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

APPROVAL OF THE ENGINEER.

NO MATERIAL IS TO BE STORED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE

NOT LIMITED TO THE CONTRACT LIMITS.

LOCATION CONSIDERED BY THE ENGINEER TO BE A HAZARD. THIS REQUIREMENT IS

EMPLOYEES SHALL NOT BE PARKED IN THE CLEAR ROADSIDE AREA, OR ANY OTHER

CONTRACTOR VEHICLES NOT IN USE AND PRIVATE VEHICLES OWNED BY CONTRACTOR'S

OF THE TRAVEL WAY.

THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE

UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

OBSTRUCT A MOTORIST'S LINE OF SIGHT.

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

REPLACED IN THIS CONTRACT.

BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE

RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE EXISTING SIGNS SHALL

TEMPORARY TRAFFIC CONTROL SIGNS LAYOUT SHALL BE COVERED, REMOVED, STORED OR

ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE

THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO APPROVAL OF THE ENGINEER.

DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS.

THE LOCATION OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND

CHANGED IMMEDIATELY AS ORDERED BY THE ENGINEER.

ACTUAL CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED, REMOVED, OR

OTHERWISE ON THE PLANS. ALL SIGNS INCLUDING GUIDE SIGNS SHALL INDICATE

MAINTAINED AT ALL TIMES IN ACCORDANCE WITH THE MUTCD UNLESS SHOWN

THE CORRECT SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY MUST BE

TEXT ON ORANGE BACKGROUND.

SIGNS SHOWN IN PART 6 OF THE MUTCD. COLOR REQUIREMENTS SHALL BE BLACK

DIAMOND-SHAPED ADVANCE WARNING SIGNS SHALL BE USED FOR ALL ADVANCE WARNING

ALL WARNING AND…

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File details come from the government source that posted it. Updated Oct 22, 2026.