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, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-LGND

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

INDEX & ABBREVIATIONS

INDX-1

ALIGNMENT

ABBR. DESCRIPTION

AH AHEAD

AZ AZIMUTH

BK BACK

b BASELINE

BRG BEARING

c CENTERLINE

CS CURVE TO SPIRAL

e SUPERELEVATION RATE (CROSS SLOPE)

EQ EQUALITY

EXT EXTERNAL

HCL HORIZONTAL CONTROL LINE

HSD HEADLIGHT SIGHT DISTANCE

L LENGTH OF CIRCULAR CURVE

LS LENGTH OF SPIRAL

LVC LENGTH OF VERTICAL CURVE

E CENTER CORRECTION OF VERTICAL CURVE

f MAIN LINE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

POL POINT ON LINE

PSD PASSING SIGHT DISTANCE

PT POINT OF TANGENT

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

R RADIUS

SC SPIRAL TO CURVE

SSD STOPPING SIGHT DISTANCE

ST SPIRAL TO TANGENT

STA STATION

T TANGENT LENGTH

TGL THEORETICAL GRADE LINE

TS TANGENT TO SPIRAL

VC VERTICAL CURVE

TOPOGRAPHY (DRAINAGE)

ABBR. DESCRIPTION

BB BOTTOM OF BANK (STREAM)

BC BOTTOM OF CURB

BO BOTTOM OF OPENING

CAP CORRUGATED ALUMINUM PIPE

CB CATCH BASIN

CIP CAST IRON PIPE

℄STREAM CENTERLINE OF STREAM

CMP CORRUGATED METAL PIPE

CP CONCRETE PIPE

CSP CORRUGATED STEEL PIPE

CULV CULVERT

DIA DIAMETER

DMH DRAINAGE MANHOLE

DS DRAINAGE STRUCTURE PIPE

D'XING DITCH CROSSING

EHW EXTREME HIGH WATER

EL ELEVATION

ELEV ELEVATION

ELW EXTREME LOW WATER

ES END SECTION

HW HEADWALL

INV INVERT

MH MANHOLE

MHW MEAN HIGH WATER

OHW ORDINARY HIGH WATER

OLW ORDINARY LOW WATER

RCP REINFORCED CONCRETE PIPE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

TB TOP OF BANK (STREAM)

TC TOP OF CURB

TG TOP OF GRATE

VCP VITRIFIED CLAY PIPE

TOPOGRAPHY (MISCELLANEOUS)

ABBR. DESCRIPTION

ABUT ABUTMENT

AOBE AS ORDERED BY ENGINEER

ASPH ASPHALT

BDY BOUNDARY

BLDG BUILDING

BM BENCH MARK

CC CENTER TO CENTER

CONC CONCRETE

CONST CONSTRUCTION

CR COUNTY ROAD

D DEED DISTANCE

DM DIRECT MEASUREMENT

DWY DRIVEWAY

EIC ENGINEER-IN-CHARGE

EP EDGE OF PAVEMENT

ES EDGE OF SHOULDER

FEE FEE ACQUISITION

FEE WO/A FEE ACQUISITION WITHOUT ACCESS

FP FENCE POST

FD FOUNDATION

FL FENCE LINE

GAR GARAGE

GR GRAVEL

HO HOUSE

HWY HIGHWAY

IP IRON PIN OR IRON PIPE

MB MAILBOX

MON MONUMENT

N&W NAIL AND WASHER

OG ORIGINAL GROUND

O/H OVERHEAD

P PARCEL

PAV'T PAVEMENT

PE PERMANENT EASEMENT

PED POLE PEDESTRIAN POLE

⅊ PROPERTY LINE

POR POINT OF ROTATION

RR RAILROAD

RTE ROUTE

ROW RIGHT OF WAY

RW RETAINING WALL

SH STATE HIGHWAY

SHLDR SHOULDER

SPK SPIKE

ST STREET

STK STAKE

STY STORY

SW SIDEWALK

TE TEMPORARY EASEMENT

TO TEMPORARY OCCUPANCY

U/G UNDERGROUND

WW WING WALL

UTILITIES

ABBR. DESCRIPTION

E ELECTRIC

EMH ELECTRIC MANHOLE

G GAS

GP GUY POLE

GSB GAS SURFACE BOX (HOUSE LINE)

GV GAS VALVE (MAIN LINE)

HYD HYDRANT

LP LIGHT POLE

LPG LOW PRESSURE GAS

PP POWER POLE

SA SANITARY SEWER

SMH SANITARY MANHOLE

ST STORM SEWER

T TELEPHONE

TCB TRAFFIC CONTROL BOX

TELBOX TELEPHONE BOX

TEL P TELEPHONE POLE

TMH TELEPHONE MANHOLE

CTV CABLE TELEVISION

W WATER

WSB WATER SERVICE BOX (HOUSE LINE)

WV WATER VALVE (MAIN LINE)

SUBSURFACE EXPLORATION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

AH HAND AUGER

CP CONE PENETROMETER

DA 2 INCHES CASED DRILL HOLE

DM DRILLING MUD

DN 4 INCHES CASED DRILL HOLE

FH HOLLOW FLIGHT AUGER

PA POWER AUGER

PH PROBE

PT PERCOLATION TEST HOLE

RP 1 INCH SAMPLER (RETRACTABLE PLUG)

SP SEISMIC POINT

TP TEST PIT

ABBREVIATION "C" IN CATEGORIES:

DA, DM, DN, AND FH WITH:

B BRIDGE

C CUT

D DAM

F FILL

K CULVERT

W WALL

X TO BE USED IF ONE OF THE ABOVE CANNOT BE

DEFINE AT THE TIME THE EXPLORATION IS MADE

INDEX

TOTAL NUMBER OF SHEETS: 34

SHEET

NUMBER

TITLE DRAWING NUMBER

1 COVER SHEET CVER

2 INDEX AND ABBREVIATIONS INDX-1

3 LEGEND - POINT SYMBOLOGY LEGD-1

4 LEGEND - LINE SYMBOLOGY LEGD-2

5 TYPICAL SECTIONS TYPS-1

6 GENERAL NOTES NOTE-1

7 ENVIRONMENTAL NOTES (SHEET 1 OF 2) NOTE-2

8 ENVIRONMENTAL NOTES (SHEET 2 OF 2) NOTE-3

9 DETOUR PLAN WZTC-1

10 WORKZONE TRAFFIC CONTROL NOTES WZTC-2

11 BASELINE DIAGRAM, BASELINE TIES, BENCHMARKS, AND ALIGNMENT DATA TABLE BLTB-1

12 HIGHWAY MAINTENANCE JURISDICTION PLAN MJPS-1

13 MISCELLANEOUS DETAILS AND TABLES (SHEET 1 OF 2) MSDT-1

14 MISCELLANEOUS DETAILS AND TABLES (SHEET 2 OF 2) MSDT-2

15 BORING LOGS (SHEET 1 OF 3) BORE-1

16 BORING LOGS (SHEET 2 OF 3) BORE-2

17 BORING LOGS (SHEET 3 OF 3) BORE-3

18 GENERAL PLAN GNPS-1

19 ROAD PROFILE PROF-1

20 STREAM PROFILE PROF-2

21 GRADING, EROSION, AND SEDIMENT CONTROL PLAN GESC-1

22 STRUCTURE PLAN STRC-1

23 STRUCTURE SECTIONS STRC-2

24 EXCAVATION, REMOVAL, & EMBANKMENT PLAN EXEM-1

25 STRUCTURE DETAILS (SHEET 1 OF 5) DTLS-1

26 STRUCTURE DETAILS (SHEET 2 OF 5) DTLS-2

27 STRUCTURE DETAILS (SHEET 3 OF 5) DTLS-3

28 STRUCTURE DETAILS (SHEET 4 OF 5) DTLS-4

29 STRUCTURE DETAILS (SHEET 5 OF 5) DTLS-5

30 BRIDGE RAIL PLAN RAIL-1

31 SHOP CURVED RAIL DETAILS RAIL-2

32 BRIDGE RAIL DETAILS (SHEET 1 OF 3) RAIL-3

33 BRIDGE RAIL DETAILS (SHEET 2 OF 3) RAIL-4

34 BRIDGE RAIL DETAILS (SHEET 3 OF 3) RAIL-5

STANDARD

SYMBOLS

(PLANS)

ITEM PAYMENT UNIT:

ESTIMATE OF

QUANTITIES SHEET

EQUIVALENT

NOMENCLATURE:

(SPECS/PROPOSAL)

ft FT LINEAR FEET ft2 SF SQUARE FEET ft3 CY CUBIC YARD mi MI MILES

AC AC ACRES

lb LB POUND

TON TON TON

GAL GAL GALLON

203-01 203-02

209-01 209-02 209-03 209-05 209-06

402-01

606-04 606-06

619-02 619-10 619-11 619-12 619-20 619-60 619-61 619-66

625-01

645-01 645-03

646-13 646-14 646-15

NYSDOT STANDARD SHEETS

BY REFERENCE, THE FOLLOWING NYSDOT STANDARD SHEETS ARE INCLUDED IN THIS

CONTRACT:

OF A LICENSED PROFESSIONAL ENGINEER,

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-LGND

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

LEGEND - POINT SYMBOLOGY

LGND-1

ALIGNMENT

CELL NAME DESCRIPTION

ACC CENTER OF CURVATURE

ACOGO COGO

ACS CURVE TO SPIRAL

ADPI_P DETOUR, POINT OF INTERSEC.

ADPL_P DETOUR, POINT ON LINE

AEQN EQUATION

AEQNAHDEQUATION AHEAD

AEQNBK EQUATION BACK

AEVT EVENT STATION

APC POINT OF CURVATURE

APCC POINT OF COMPOUND CURVATURE

API POINT OF INTERSECTION

APOB POINT OF BEGINNING

APOC POINT OF CURVATURE

APOE POINT OF END

APOL POINT ON LINE

APOS POINT ON SPIRAL

APOT POINT ON TANGENT

APOVC POINT ON VERTICAL CURVE

APOVT POINT ON VERTICAL TANGENT

APORC POINT ON REVERSE CURVE

APT POINT ON TANGENCY

APVC POINT OF VERTICAL CURVATURE

APVCC POINT OF VERT. CMPND. CURVE

APVI POINT OF VERT. INTERSECTION

APVRC POINT OF VERT. REVERSE CURVE

APVT POINT OF VERTICAL TANGENCY

ASC SPIRAL TO CURVE

ASPI SPIRAL POINT OF INTERSECTION

ASTS SPIRAL TO SPIRAL

AST SPIRAL TO TANGENT

ATS TANGENT TO SPIRAL

AVEVT VERTICAL EVENT POINT

AVHIGH VERTICAL HIGH POINT

AVLOW VERTICAL LOW POINT

BRIDGE

BSC BRIDGE, SCUPPER

CONTROL

CBP BASELINE, POINT

CBPOL BASELINE, POINT ON LINE

CBSP BASELINE, SPUR POINT

CBTP BASELINE, TIE POINT

CPBM BENCHMARK

CPH POINT, HORIZ. PHOTOGRAMMETRY

CPSM POINT, SURVEY MARKER, PERM.

CPSV POINT, VERT., PHOTOGRAMMETRY

DRAINAGE

CELL NAME DESCRIPTION

DINV INVERT

DS STRUCTURE, RECTANGULAR

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSMTXX_P

STRUCTURE, MANHOLE,

TYPE "XX"

"XX" = 48, 60, 72, 96

DSR STRUCTURE, ROUND

DSR"X"CB_P

STRUCTURE, RECT., WITH CURB

TYPE "X"

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

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

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

ENVIRONMENTAL

EIOP_P STR., INLET, OUTLET PROT.

EIPGB_P STR., INLET PROT., GRAVEL BAG

EIPHS_P STR., INLET PROT., HAY/STRAW

EIPP_P STR., INLET PROT., PREFAB.

EIPSF_P STR., INLET PROT., SILT FENCE

ERCB RISER, CONCRETE BOX

ETRS_P TRAP, SEDIMENT

EWFG WETLAND FLAG

GEOTECHNICAL

GDH DRILL HOLE

LANDSCAPE

LLS ELEVATION, SPOT

LFP FLAG POLE

LMB MAILBOX

LPB PAPER BOX

LPST POST, SINGLE

LRB ROCK, BOULDER

LSHC SHRUB, CONIFEROUS

LSHD SHRUB, DECIDUOUS

LTC TREE, CONIFEROUS

LTD TREE, DECIDUOUS

LTS TREE, STUMP

LTW_P TREE, WELL OR WALL

LUKP UNKNOWN POINT

ITS

CELL NAME DESCRIPTION

IANT_P ANTENNAS

IASCTS ACCOU. SPEED/COUNT SNSR.S

ICABPAD CABINET & PAD

ICCTV CCTV SITE

ICDPD CDPD TRANSCEIVER

ICELLT CELL PHONE TOWER

ICJB CONDUIT JACK OR BORING

ICNTLCABCONTROLLER CABINET

ICPB COMMUNICATION PULL BOX

ICTD CONDUIT TURNING DOWN

ICTU CONDUIT TURNING UP

ICVTRT COMM. VEH. ROAD TRANSCEIVER

IDEFAULTDEFAULT

IEZR E-ZPASS READER

IEZTR TRANSMITTAL READER

IFOXCAB FIBER OPTIC X-CONNECT CABINET

IFUSSPL FUSION SPLICE

IHARADV HAR ADVISORY SIGN

IHARST HAR SITE

ILC LOAD CENTER

IMECSPL MECHANICAL SPLICE

IMSCS PORT. SPEED & COUNT SENSOR

IMSCTS MICRO SPEED & COUNT SENSOR

IMT MICROWAVE TRANSCEIVER

IOVHVMS PERM. OVERHEAD VMS

IPASCS PORT. ACCOU. SPD & CNT. SENSOR

IPEDS PEDESTRIAN SIGNAL HEAD

IPSS PAVEMENT SURFACE SENSOR

IPVMS PERM. VMS

IRM RAMP METER

IRWIS RDWY WEATHER INFO. SENSOR

ISP SOLAR PANEL

ISST SPREAD SPECT. TRANSCEIVER

ITDB TELEPHONE DEMARCATION BLK

ITP SUBSURFACE TEMP. PROBE

IVTRT VEHICLE TO RDWY TRANSCEIVER

IWIMD WEIGHT IN MOTION DETECTOR

IWVR WIRELESS VIDEO REPEATER

IWVRC WIRELESS VIDEO RECEIVER

IWVTT WIRELESS VIDEO TRANSMITTER

ROW

CELL NAME DESCRIPTION

MDL1P DEED LINE, TYPE 1

MDL2P DEED LINE, TYPE 2

MDL3P DEED LINE, TYPE 3

MDL4P DEED LINE, TYPE 4

MDL5P DEED LINE, TYPE 5

MEEP EASEMENT, EXISTING

MEPAP_P EASEMENT, PERM., APPROX.

MEPP_P EASEMENT, PERM., BACK LINE

MEPSP_P EASEMENT, PERM., SHAPE

MFAP_P FEE ACQUISITION, APPROX.

MFP_P FEE ACQUISITION, BACK LINE

MFSP_P FEE ACQUISITION, SHAPE

MHBAP HIGHWAY BNDRY., APPROX.

MHBCP HISTORICAL, BLDG. CORNERS

MHBP HIGHWAY BNDRY, PT.

MJCP PT., JURIS. CITY

MPBC PT., BUILDING CORNER

MPCC PT., CROSS CUT

MPDH PT., DRILL HOLE

MPF PT., FENCE LOCATION

MPIP PT., IRON PIPE

MPIR PT., IRON ROD

MPM PT., MONUMENT

MPMM PT., MONUMENT, MISC.

MPN PT., NAIL

MPR PT., RAILROAD SPIKE

MPSP PT., SPIKE

MPST PT., STAKE

MPTW PT., TREE W/ WIRE

MPWL PT., WALL, LOCATION

ROW, ACQUISITION

MFS_P_T FEE ACQUISITION

MEPS_P_TEASEMENT, PERMANENT

METS_P_TEASEMENT, TEMPORARY

METS_P_TOCCUPANCY, TEMPORARY

MFS_P_T FEE ACQUISITION W/O ACCESS

ROADWAY

RES_P ELEVATION, SPOT

RGA GUIDE RAIL, ANCHOR

RGP GUIDE POST, SINGLE

SIGNS

CELL NAME DESCRIPTION

S SINGLE POST

S_P SINGLE POST, PROPOSED

SB_P BACK TO BACK, PROPOSED

SDEL DELINEATORS

SPM PARKING METER

SRM REFERENCE MARKERS

SRSC3 SHLD, CITY, 1, 2, 3 DIG.

SRSC4 SHLD, CITY, 4 DIG.

SRSCT2 SHLD, CITY TOUR, 1-2 DIG.

SRSCT4 SHLD, CITY TOUR, 3-4 DIG.

SRSI SHLD, INTERSTATE

SRSN2 SHLD, NATIONAL, 2 DIG.

SRSN3 SHLD, NATIONAL, 3 DIG.

SRSS2 SHLD, STATE, 2 DIG.

SRSS3 SHLD, STATE, 3 DIG.

SRSS4 SHLD, STATE, 4 DIG.

UTILITIES

CELL NAME DESCRIPTION

UEB ELECTRIC, BOX

UEM ELECTRIC, METER

UEMH ELECTRIC, MANHOLE

UEPT ELECTRIC, POLE, TRANS.

UGM GAS, METER

UGMH GAS, MANHOLE

UGLM GAS, LINE MARKER

UGP GAS/FUEL PUMP

UGV GAS, VALVE

UGVT GAS, VENT

ULP LIGHTING, POLE

ULPM LIGHTING, POLE, MEDIAN

ULPP LIGHTING, POLE, PED.

UMFC MISC. FILLER CAP

UOLM OIL, LINE MARKER

UP POLE, WITH UTILITY

UPD POLE, DEAD (NO UTILITY)

UPL POLE, WITH LIGHT

USMH SANITARY SEWER MANHOLE

UTB TELEPHONE, BOOTH

UTLM TELEPHONE, LINE MARKER

UTMH TELEPHONE, MANHOLE

UTVLM CABLE TV, LINE MARKER

UTVPB CABLE TV, PULL BOX

UUB UNKNOWN, BOX

UUJB UNKNOWN, JUNCTION BOX

UUMH UNKNOWN, MANHOLE

UUPB UNKNOWN, PULL BOX

UUVL UNKNOWN, VALVE

UUVT UNKNOWN, VENT

UUW UNKNOWN, WELL

UWFH WATER, FIRE HYDRANT

UWM WATER, METER

UWMH WATER, MANHOLE,

UWV WATER, VALVE

UWW WATER, WELL

TRAFFIC CONTROL

TCBJ BOX, JUNCTION

TCBP BOX, PULL BOX

TCBS BOX, SPLICE

TCMC MICROCOMPUTERCABINET

TCPP PED POLE

TCSH SIGNAL HEADS

TCSP SIGNAL POLE

TRAFFIC WORK ZONE

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION

MODE

TWZAPT_P ARROW PANEL, TRAILER OR

SUPPORT

TWZBCD_P BARRICADE (TYPE III)

TWZCMS_P CHANGEABLE MESSAGE

SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

IMPACT ATTENUATOR /

CRASH CUSHION

(TEMPORARY)

TWZLUM_PLUMINAIRE (TEMPORARY)

TWZSDT_P SYMBOL, DIRECTION OF

TRAFFIC

TWZSDTD_P

SYMBOL, DIRECTION OF

TEMPORARY TRAFFIC

DETOUR

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P SIGNAL, TRAFFIC OR

PEDESTRIAN (TEMPORARY)

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

TWZWVA_P WORK VEHICLE WITH TRUCK

MOUNTED ATTENUATOR

OF A LICENSED PROFESSIONAL ENGINEER,

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-LGND

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

LEGEND - LINE SYMBOLOGY

LGND-2

ALIGNMENT

STYLE NAME DESCRIPTION

AC CONTROL (CENTERLINE)

AD_P DETOUR

AT_P TRANSITION CONTROL

BRIDGE

BR RAIL

BSHT SHEET PILING

CONTROL

CB BASELINE

CBPR BASELINE, PROJECTION

DRAINAGE

DCP CULVERT PIPE

DCP_P CULVERT PIPE (DIR)

DDG_P DITCH, GRASS LINED

DDP_P DITCH, PAVED INVERT

DDS_P DITCH, STONE LINED

DFL_P FLOW LINE

DSSD SLOTTED DRAIN

ENVIRONMENTAL

EBLHS BALE, STRAW

ECT CURTAIN, TURBIDITY

EDMC DAM, COFFER TYPE

EDMEC_P DAM, EARTHEN, CHECK

EDMPC_P DAM, PREFAB, CHECK

EDMSC_P DAM, STONE, CHECK

EFNS FENCE, SILT

EFNSV FENCE, SILT & VEGETATION

EFNV FENCE, VEGETATION

EWAA_P WETLAND, ADJACENT AREA

EWF WETLAND, FEDERAL

EWFS WETLAND, FEDERAL AND STATE

EWM WETLAND, MITIGATION AREA

EWS WETLAND, STATE

TRAFFIC WORK ZONE

TWZBT_P TRAFFIC MAINTENANCE BARRICADE

TWZBTWL_P TRAFFIC MAINTENANCE BARRICADE LIGHTS

TMBT_P TRAFFIC BARRICADE, PROPOSED

TMBTL_P TRAFFIC BARRICADE LIGHTS, PROP

TMDB_P TRAFFIC DEVICE, BARRELS

TMDBL_P TRAFFIC DEVICE LIGHTS, BARRELS

TWZPMRC_P TRAFFIC DEVICE, CONES

LANDSCAPE

STYLE NAME DESCRIPTION

LABL AREA, BRUSH LINE

LAHR AREA, HEDGE ROW

LAPB AREA, PLANTING BED

LAWA AREA, WOODED AREA OUTLINE

LAWE AREA, WATERS EDGE

LCUT_P CUT LIMIT

LFILL_P FILL LIMIT

LFNC FENCE

LTRC TREE ROW, CONIFEROUS

LTRD TREE ROW, DECIDUOUS

LWH WALL, H PILE

LWR WALL, RETAINING

LWS WALL, STONE

ROW MAPPING

MDL DEED LINE

MEE EASEMENT, EXISTING

MEP_P EASEMENT, PERMANENT

MEPA_P EASEMENT, PERMANENT, APPROX.

MET_P EASEMENT, TEMPORARY

META_P EASEMENT, TEMPORARY, APPROX.

MF_P FEE ACQUISITION, W/ ACCESS

MFA_P FEE ACQUISITION, APPROXIMATE

MFS_P FEE ACQUISITION, SHAPE

MFWOA_P FEE ACQUISITION, W/O ACCESS

MHA HISTORICAL, ACQUISITION

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

MPLA PROPERTY LOT LINE, APPROXIMATE

MSL SUB LOT LINE

ROADWAY

STYLE NAME DESCRIPTION

RG GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

RGP_P GUIDE POST

RGW GUIDE RAIL, W BEAM

RGWM GUIDE RAIL, W BEAM, MEDIAN

RPB PARKING BUMPER

RRC RAIL ROAD, CATERNARY

RRER RAIL ROAD, 3RD RAIL

RRPLS_P RAIL, PHOTO, LARGE SCALE

RRPSS RAIL, PHOTO, SMALL SCALE

RRS RUMBLE STRIP

RRSLS_P RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

SIGNS

SBLB BILLBOARDS

SM MULTIPLE POST

SSO STRUCTURE, OVERHEAD

SSOC STRUCTURE, OVHD. CANTILEVER

STRIPING

STB* BROKEN LINE

STDB* DOUBLE BROKEN LINE

STDL* DOTTED LINE LONG

STDS* DOTTED LINE SHORT

STFB* FULL BARRIER LINE

STH* HATCH LINE

STPB* PARTIAL BARRIER LINE

STRCT ROUNDABOUT, CAT TRACKS

STRYL ROUNDABOUT, YIELD LINE

STSB STOP BAR

STSE* SOLID EDGE

STXL* X WALK, LADDER LINE

STXL_P X WALK, LADDER LINE, PROPOSED

TRAFFIC CONTROL

TCSW SIGNAL, SPAN WIRE

UTILITIES

STYLE NAME DESCRIPTION

UC CONDUIT, UNDERGROUND

UCH CONDUIT, HANGING

UCO CONDUIT, OVERHEAD

UE ELECTRIC LINE, UNDERGROUND

UEH ELECTRIC LINE, HANGING

UEO ELECTRIC LINE, OVERHEAD

UETO ELECTRIC TRANSMISSION, 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

UO OIL LINE, UNDERGROUND

UOH OIL LINE, HANGING

UPBP POLE, BRACE, PUSH BRACE

UPGW POLE, GUY WIRE

USA SANITARY SEWER, UNDERGROUND

USAH SANITARY SEWER, HANGING

USAF SANITARY SEWER, FORCE MAIN, UGND

USAFH SANITARY SEWER, FORCE MAIN, HANG

UT TELEPHONE, UNDERGROUND

UTH TELEPHONE, HANGING

UTO TELEPHONE, OVERHEAD

UTV CABLE TV, UNDERGROUND

UTVH CABLE TV, HANGING

UTVO CABLE TV, OVERHEAD

UUU UNKNOWN, UNDERGROUND

UUH UNKNOWN, HANGING

UUO UNKNOWN, OVERHEAD

UW WATER LINE, UNDERGROUND

UWH WATER LINE, HANGING

PROPOSED ℄

OF IMPROVEMENT

9'-0"

TRAVEL LANE

2'-0"

SHLDR

2'-0"

SHLDR

PROPOSED SHOULDER BACKUP, ITEM

203.24010017 (TYP.)

MEET EXISTING

GRADE

ROUND 4'

V.C. (TYP.)

2.0%2.0%6.0% 6.0%

4" TOPSOIL ROADSIDE,

ITEM 610.1402 (TYP)

TURF ESTABLISHMENT -

ROADSIDE, ITEM 610.1601

2" 9.5 F3 TOP COURSE ASPHALT, 80 SERIES, ITEM 404.0983

2" 19.0 F9 BINDER COURSE ASPHALT, 80 SERIES, ITEM 404.1989

T.G.L.

12" MIN. SUBBASE COURSE, TYPE I, ITEM 304.11000008

STRAIGHT TACK COAT

ITEM 407.0103

9'-0"

TRAVEL LANE

ITEM 203.02 (TYP.)

ASPHALT JOINT

ADHESIVE, ITEM

418.7603

BOX BEAM GUIDE RAILING

ITEM 606.10 (TYP.)

EMBANKMENT IN PLACE,

ITEM 203.03 (TYP.)

4" 37.5 F9 BASE COURSE ASPHALT, 80 SERIES, ITEM 404.3789

2'-3" 2'-3"

9'-0"

TRAVEL LANEVARIES VARIES

MATCH EXISTINGMATCH EXISTING

9'-0"

TRAVEL LANE2'-3" 2'-3"

PROPOSED ℄

OF IMPROVEMENTPROPOSED SHOULDER BACKUP, ITEM

203.24010017 (TYP.)

MEET EXISTING

GRADE

ROUND 4'

V.C. (TYP.)4" TOPSOIL ROADSIDE,

ITEM 610.1402 (TYP)

TURF ESTABLISHMENT -

ROADSIDE, ITEM 610.1601

2" 9.5 F3 TOP COURSE ASPHALT,

80 SERIES, ITEM 404.0983

T.G.L.

STRAIGHT TACK COAT

ITEM 407.0103

ASPHALT JOINT

ADHESIVE, ITEM 418.7603

BOX BEAM GUIDE RAILING

ITEM 606.10 (TYP.)

EMBANKMENT IN PLACE,

ITEM 203.03 (TYP.)

2" MISCELLANEOUS COLD

MILLING OF BITUMINOUS

CONCRETE, ITEM 490.30

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, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-TYPS

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

TYPICAL SECTIONS

TYPS-1

PROPOSED OAK SUMMIT ROAD TYPICAL SECTION

STA. R1+12.40 TO STA. R2+40.00

SCALE:1" = 4'-0"

PROPOSED OAK SUMMIT ROAD MILLING SECTION

STA. R2+40.00 TO STA. R2+65.00

SCALE:1" = 4'-0"

ITEM DESCRIPTION UNIT

ITEM 203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

ITEM 203.03 EMBANKMENT IN PLACE CY

ITEM 203.24010017 SHOULDER BACKUP MATERIAL TON

ITEM 304.11000008 SUBBASE COURSE, TYPE I CY

ITEM 404.0983 9.5 F3 TOP COURSE ASPHALT, 80 SERIES TON

ITEM 404.1989 19.0 F9 BINDER COURSE ASPHALT, 80 SERIES TON

ITEM 404.3789 37.5 F9 BASE COURSE ASPHALT, 80 SERIES TON

ITEM DESCRIPTION UNIT

ITEM 407.0103 STRAIGHT TACK COAT GAL

ITEM 418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

ITEM 490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY

ITEM 606.100002 BOX BEAM GUIDE RAILING (SHOP BENT OR SHOP MITERED) LF

ITEM 610.1402 TOPSOIL - ROADSIDE CY

ITEM 610.1601 TURF ESTABLISHMENT - ROADSIDE SY

OF A LICENSED PROFESSIONAL ENGINEER,

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-NOTE

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

GENERAL NOTES

NOTE-1

GENERAL NOTES:

1. LIVE LOAD: AASHTO HL-93 AND NYSDOT DESIGN PERMIT VEHICLE.

2. CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING, WITH CURRENT ADDITIONS AND

MODIFICATIONS.

3. DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONALLY AND ARE FULLY

DIMENSIONED.

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

5. THE STRUCTURE SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT EDITION OF

THE AASHTO MAINTENANCE MANUAL FOR ROADWAYS AND BRIDGES.

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

203.21 - SELECT STRUCTURE FILL.

7. THE COST FOR ALL JOINT MATERIAL SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS OF THE

CONTRACT, UNLESS OTHERWISE SPECIFIED ON THE PLANS.

8. THE CONTRACTOR SHALL SURVEY AND STAKEOUT FOR CONSTRUCTION OF THE STRUCTURE. THIS COST IS TO BE INCLUDED

UNDER ITEM 625.01

9. WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THOSE ITEMS.

10. THE CONTRACTOR IS ADVISED THAT ADDITIONAL "NOTES" WILL BE FOUND ON SUBSEQUENT SHEETS OF THE CONTRACT PLANS AND SUCH "NOTES", WHILE PERTAINING TO THESE SPECIFIC SHEETS THEY ARE PLACED ON, ALSO SUPPLEMENT THE

GENERAL NOTES LISTED HEREIN.

11. NO ADDITIONAL PAYMENT WILL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS OR IN THE SPECIFICATIONS FOR WHICH NO ITEM NUMBER IS INDICATED. THE COST OF SUCH WORK SHALL BE INCLUDED IN THE PRICES FOR VARIOUS

ITEMS OF THIS CONTRACT.

12. CARE SHALL BE TAKEN TO RETAIN NATURAL GROWTH AND PREVENT DAMAGE TO TREES WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION, AND NOT SCHEDULED FOR REMOVAL. ANY DAMAGE CAUSED TO THIS NATURAL GROWTH SHALL BE

RESTORED AT THE EXPENSE OF THE CONTRACTOR AS DIRECTED BY THE ENGINEER.

13. THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING, TO FAMILIARIZE THEMSELVES WITH THE FIELD CONDITIONS AND TO JUDGE FOR THEMSELVES THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF THE CONTRACTORS FAILURE TO INCLUDE IN THEIR BID ALL ITEMS AND MATERIALS WHICH THEY ARE REQUIRED TO FURNISH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

14. THE EXISTING PAVEMENT SHALL BE KEPT CLEAN AND FREE OF MUD AND DEBRIS AT ALL TIMES.

15. EXISTING DRAINAGE SHALL BE MAINTAINED AND OPEN AT ALL TIMES.

16. THE PROPOSED STRUCTURE WILL BE ASSIGNED THE BRIDGE IDENTIFICATION NUMBER (BIN) OF 2272380. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO FABRICATE AND INSTALL A BRIDGE IDENTIFICATION NUMBER (BIN) PLATE AFTER

CONSTRUCTION OF THE PROPOSED STRUCTURE IS COMPLETED.

WORK LIMITS:

1. THE WORK LIMITS ARE DEFINED AS SHOWN THROUGHOUT THESE CONTRACT DOCUMENTS.

STORAGE OF MATERIALS:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMISSION FROM THE TOWN FOR LOCATIONS TO BE USED

TO STORE MATERIALS WITHIN THE RIGHT-OF-WAY. THE CONTRACTOR SHALL OBTAIN THE WRITTEN PERMISSION OF THE PROPERTY OWNERS PRIOR TO UTILIZING ANY AREAS OUTSIDE OF THE RIGHT-OF-WAY TO STORE MATERIALS. A COPY OF ANY WRITTEN PERMISSION TO STORE MATERIALS ON PRIVATE PROPERTY, IF OBTAINED, SHALL BE SUBMITTED TO THE

ENGINEER.

UTILITY QUALITY LEVEL NOTES:

FOUR SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY RECOGNIZED AND ARE AS

FOLLOWS:

SUBSURFACE UTILITY FACILITY INFORMATION SHOWN HEREIN IS CONSIDERED: QLC

QUALITY LEVEL A (QLA): QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT TO DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS, AS WELL AS THEIR OTHER UTILITY FACILITY ATTRIBUTES. (SHOWN AS

QLA)

QUALITY LEVEL B (QLB): QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF SUBSURFACE UTILITY FACILITIES. QUALITY LEVEL B DATA ARE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE PLANS.

NO EXCAVATIONS WERE PERFORMED. (SHOWN AS QLB)

QUALITY LEVEL C (QLC): QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)

QUALITY LEVEL D (QLD): QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD) THE QUALITY LEVEL DEFINITIONS SHALL BE PROVIDED IN THE GENERAL NOTES SECTION OF THE PLANS.

UTILITY NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THAT MAY BE ENCOUNTERED WITHIN

THE WORK LIMITS. THE COST OF ANY WORK TO PROTECT UTILITIES SHALL BE INCLUDED IN THE PRICE BID FOR VARIOUS

ITEMS IN THE CONTRACT.

2. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES TO COORDINATE CONNECTION OF

SERVICES. THE CONTRACTOR SHALL ALSO COORDINATE TEMPORARY METERING OF SERVICES.

3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES, IF FURTHER UTILITY RELOCATIONS ARE

REQUIRED AT THE TIME OF CONSTRUCTION. SEE UTILITY CONTACTS TABLE.

NON-PAVED SURFACE NOTES:

1. THE CONTRACTOR SHALL NOT EXPOSE ANY SUBGRADE THAT CANNOT BE BACKFILLED AND COMPACTED WITH SUBBASE

MATERIAL BY THE END OF EACH WORK DAY OR AS APPROVED BY THE ENGINEER.

2. COMPACTED SUBBASE MATERIAL SHALL NOT BE EXPOSED FOR MORE THAN SEVEN CALENDAR DAYS OR AS APPROVED BY

THE ENGINEER.

FOUNDATION NOTES:

1. HIGHWAY EMBANKMENT MATERIAL AND SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE PLACED SIMULTANEOUSLY, IN

CONTACT, ON BOTH SIDES OF THE VERTICAL PAYMENT LINE.

2. SUBSURFACE EXPLORATIONS HAVE BEEN MADE FOR THIS PROJECT AT LOCATIONS INDICATED ON THE GENERAL PLAN.

BORING LOGS AND OTHER SUBSURFACE INFORMATION MADE AVAILABLE FOR THE INSPECTION OF BIDDERS WERE

OBTAINED WITH REASONABLE CARE AND RECORDED IN GOOD FAITH.

3. THE SOIL AND ROCK DESCRIPTIONS SHOWN ARE AS DETERMINED BY A VISUAL INSPECTION OF THE SAMPLES FROM THE VARIOUS EXPLORATIONS UNLESS OTHERWISE NOTED. THE OBSERVED WATER LEVELS AND/OR WATER CONDITIONS INDICATED THEREON ARE AS RECORDED AT THE TIME OF EXPLORATION. THESE LEVELS AND/OR CONDITIONS MAY VARY CONSIDERABLY, WITH TIME, ACCORDING TO THE PREVAILING CLIMATE, RAINFALL, AND OTHER FACTORS.

4. IN THE EVENT THAT SUBSURFACE CONDITIONS VARY FROM THOSE SHOWN BY THE EXPLORATIONS, THE CONTRACTOR WILL STILL BE REQUIRED TO ESTABLISH THE FOUNDATIONS TO THE NECESSARY LOAD CARRYING CAPACITIES AS DIRECTED

BY THE ENGINEER.

5. IT WILL BE THE CONTRACTOR'S OBLIGATION AND RESPONSIBILITY TO USE METHODS AND EQUIPMENT WHICH WILL

INSURE THE SATISFACTORY COMPLETION OF THE REQUIRED WORK WITHOUT DELAY.

6. THE 2024 GEOTECHNICAL ENGINEERING REPORT COMPLETED BY ATLANTIC TESTING LABORATORIES WAS USED FOR REFERENCE WITH THE GEOTECHNICAL DESIGN AND RECOMMENDATIONS COMPLETED FOR THIS PROJECT.

REINFORCEMENT NOTES:

1. BAR REINFORCEMENT SPACING INDICATED ON THE PLANS ARE MAXIMUM UNLESS OTHERWISE SPECIFIED.

2. COVER FOR BAR REINFORCEMENT ON THESE PLANS SHALL BE 2 INCHES UNLESS OTHERWISE SPECIFIED.

3. BAR REINFORCEMENT INDICATED ON THESE PLANS SHALL BE GRADE 60 EPOXY COATED

STRUCTURE FOUNDATION NOTES:

1. EXCAVATION BELOW PAYMENT LINES FOR ITEM 206.01 SHOWN HEREIN WILL NOT BE ALLOWED WITHOUT WRITTEN

PERMISSION FROM THE ENGINEER. BACKFILL OF UNAUTHORIZED EXCAVATIONS BELOW PAYMENT LINES WILL BE AT THE

CONTRACTOR'S EXPENSE.

2. GROUND WATER WAS ASSUMED AT ELEVATION ±572.60'

COFFERDAM AND HYDRAULIC NOTES:

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

REQUIRING A COFFERDAM, ANY REQUIRED EXTENSIONS OF THE COFFERDAM NECESSARY TO KEEP WATER FROM ENTERING

THE EXCAVATION SHALL BE FURNISHED AND PLACED AT NO COST TO THE OWNER.

2. WHERE A COFFERDAM IS USED, THE COST OF DEWATERING THE ENTIRE EXCAVATION, REGARDLESS OF SOURCE OF WATER, SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE COFFERDAM ITEMS 553.020001 AND 553.020002.

3. SHOULD FIELD CONDITIONS REQUIRE A CHANGE FROM THE TYPE OF COFFERDAM SYSTEM CALLED FOR ON THE PLANS, THE ENGINEER-IN-CHARGE SHALL CONTACT THE OWNER FOR COORDINATION WITH APPROPRIATE AGENCIES TO APPROVE

THE CHANGE.

4. DEWATERING OF THE COFFERDAM SHALL BE ACCOMPLISHED BY PUMPING THE WATER TO GEOTEXTILE FABRIC COLLECTION BAGS OUTSIDE THE AREA OF THE STREAM BED AS SHOWN ON THE CONTRACT PLANS, OR A SUITABLE LOCATION AS APPROVED BY THE ENGINEER. TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL, SUCH AS STRAW BALES OR APPROVED EQUAL, MAY BE REQUIRED AS DETERMINED BY THE ENGINEER-IN-CHARGE. NO SETTLEMENT

BASIN SHALL BE CONSTRUCTED.

5. ORDINARY HIGH WATER IS ESTIMATED TO BE 570.87' FROM SURVEY. THIS IS DEFINED AS THE HIGHEST SURFACE WATER ELEVATION LIKELY TO BE ENCOUNTERED DURING ONE CONSTRUCTION SEASON (OTHER THAN MAJOR FLOODS). IT IS ALWAYS LESS THAN THE ORDINARY HIGH WATER ELEVATION AND IT IS USUALLY AN OBSERVED ELEVATION RATHER THAN A

COMPUTED ONE.

CHAMFER NOTE:

1. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1".

SURVEY NOTES:

1. THE CONTRACTOR SHALL SURVEY AND STAKE OUT THE EXISTING R.O.W. LINES AND THE PROPOSED R.O.W TAKING LINES

DURING THE INITIAL STAGES FOR THE PROJECT. THIS WORK SHALL INCLUDE RECOVERY AND PRESERVATION OF THE EXISTING R.O.W. AND PROPERTY MARKERS THAT WILL BE DISTURBED DURING THE WORK AND WILL NEED TO BE REPLACED IN ACCORDANCE WITH SECTION 105-10 OF THE STANDARD SPECIFICATIONS. COST SHALL BE INCLUDED IN THE UNIT PRICE BID

FOR ITEM 625.01 SURVEY OPERATIONS.

2. SURVEY CONTROL POINTS SHALL BE REPLACED IF DISTURBED. IF A SURVEY CONTROL MARKER CANNOT BE RESET IN ITS ORIGINAL LOCATION, ONE SHALL BE SET IN A NEW LOCATION WITH SIMILAR VISIBILITY AND THE BASE LINE TIES SHALL BE UPDATED ACCORDINGLY. COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 625.01 SURVEY OPERATIONS.

3. R.O.W. MARKER ITEMS 625.05 SHALL BE LOCATED AND PLACED IN THE FIELD BY OR UNDER THE DIRECT SUPERVISION OF A LICENSED LAND SURVEYOR. HE/SHE SHALL FURNISH THE ENGINEER WITH A STAMPED OR SIGNED LISTING OF ALL MARKER LOCATIONS SHOWING THEIR FINAL POSITION (BY STATION AND OFFSET TO THE NEAREST HUNDREDTH OF A FOOT). THE COST OF SURVEY REQUIRED FOR LOCATING MARKERS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE R.O.W. MARKERS.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT THE EXISTING HORIZONTAL AND VERTICAL ALIGNMENTS PRIOR TO EXCAVATION AND MATCH THE EXISTING HORIZONTAL AND VERTICAL ALIGNMENTS WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE NOTED IN THE PLANS. COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 625.01

SURVEY OPERATIONS.

UTILITY CONTACT TABLE

UTILITY COMPANY POINT OF CONTACT EMAIL

CENTRAL HUDSON GAS & ELECTRIC LINDSAY CULLEN LCULLEN@CENHUD.COM

VERIZON COMMUNICATIONS JIMMY CHIU JIMMY.CHIU@VERIZON.COM

OPTIMUM COMMUNICATIONS JASON CURRAN JASON.CURRAN@ALTICEUSA.COM

RIGHT-OF-WAY NOTES:

1. ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT; GRADING, SEEDING AND THE

INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.

2. IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS SECTIONS

105-10 AND 625).

3. IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS

SECTION 105-15).

4. THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS SECTION

107-08 AND 107-09).

OF A LICENSED PROFESSIONAL ENGINEER,

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, 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 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. PRINT DATE:

MANAGER:

PROJECT NUMBER:

DRAWN BY:DESIGNED BY: CHECKED BY:

SHEET No.

S-NOTE

DRAWING No.

ALL DIMENSIONS IN US SURVEY FEET UNLESS OTHERWISE NOTED

NOTE: ALL UTILITY LOCATIONS SHOWN ARE QUALITY LEVEL

DOCUMENT NAME: PIN: BIN:

ON:

PREPARED BY:

10/13/2026

STATE OF NEW YORK

AS BUILT REVISIONS

DESCRIPTION OF WORK:

SIGNATURE DATE

Copyright © 2026. Colliers Engineering & Design All Rights Reserved. This drawing and all the information contained herein is authorized for use only by the party for whom the services were contracted or to whom it is certified. This drawing may not be copied, reused, disclosed, distributed or relied upon for any other purpose without the express written consent of Colliers Engineering & Design.

www.colliersengineering.com

Engineering & Design

Phone:

COLLIERS ENGINEERING & DESIGN,

ARCHITECTURE, LANDSCAPE ARCHITECTURE,

SURVEYING CT, P.C.

Engineering & Design

(QLA).

D#:

OAK SUMMIT ROAD OVER SPROUT CREEK

STRUCTURE REPLACEMENT (BIN: 2272380)

OAK SUMMIT ROAD

TOWN OF WASHINGTON

DUTCHESS COUNTY

8763.22 2272380

DAF JWH ASC DAF

23013783G

C

OF 34

ALBANY

18 Corporate Woods Blvd.

Suite 400 Albany, NY 12211

518.459.3252

D041406

DANIEL A. FARNAN

OCTOBER 13, 2026

DA

NIEL A . FA RNAN

No. 092510

STA T E OF NEW Y ORK

L ICENSED PROFESSIONAL ENGIN

EE

R

ENVIRONMENTAL NOTES

(SHEET 1 OF 2)

NOTE-2

DRAINAGE NOTES:

1. THE CONTRACTOR SHALL BECOME ACQUAINTED WITH THE DRAINAGE CHARACTERISTICS OF THE AREA IN ORDER TO

PROGRESS WORK EFFICIENTLY WITH FULL KNOWLEDGE OF THE POTENTIAL DRAINAGE PROBLEMS.

2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DRAINAGE THROUGHOUT THE LIFE OF CONSTRUCTION.

STORM WATER POLLUTION PREVENTION AND TEMPORARY SOIL EROSION

AND SEDIMENT CONTROL GENERAL REQUIREMENTS:

1. THE CONTRACTOR SHALL BE IN COMPLIANCE WITH ALL OF THE REQUIREMENTS OF THE EROSION AND SEDIMENT

CONTROL PLANS.

2. FINAL LOCATION AND DETAILS OF TURBIDITY CURTAIN, COFFERDAMS, PUMP SYSTEM, TEMPORARY WATERWAY DIVERSION

STRUCTURES, AND SEDIMENT TRAP SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL.

3. WITH EXCEPTION OF WORK COMPLETED UNDER SEPARATE PAY ITEMS IN THIS CONTRACT, ALL SEDIMENT AND EROSION CONTROL WORK SHOWN ON THE CONTRACT DOCUMENTS WILL BE COMPLETED UNDER THE PROVISIONS OF SECTION 209

- "TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL."

4. THE CONTRACTOR'S ATTENTION IS ALSO DIRECTED TO SECTION 107-12 "SOIL EROSION, WATER AND POLLUTION ABATEMENT" OF THE SPECIFICATIONS. ANY ACTIVITY OR REVISION TO THE CONTRACT INITIATED BY THE CONTRACTOR UNLESS OTHERWISE ORDERED BY THE ENGINEER IN CHARGE SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF

SECTION 107-12.

5. IN ACCORDANCE WITH SECTIONS 107 AND 108 OF THE SPECIFICATIONS, THE CONTRACTOR SHALL PREPARE A SCHEDULE FOR ACCOMPLISHING TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL WORK. THE CONTRACTOR SHALL IDENTIFY THE ESTIMATED COMPLETION OF PERMANENT EROSION AND SEDIMENT CONTROL WORK IN THEIR SCHEDULE.

PARTICULAR ATTENTION IS DIRECTED TO THE COMPLETION OF WORK IN THE ROADSIDE AREA PROGRESSIVELY THROUGH CONSTRUCTION WHENEVER AREAS CAN BE PERMANENTLY STABILIZED AT THE COMPLETION OF WORK. DURING FINAL STABILIZATION, NO PAYMENT WILL BE MADE FOR TEMPORARY SEEDING OR MULCHING UNLESS DIRECTED BY THE E.I.C.

6. EROSION AND SEDIMENT CONTROL STRUCTURES SHALL BE PLACED PRIOR TO THE START OF ANY CONSTRUCTION OPERATION AND SHALL REMAIN IN PLACE UNTIL THE SOIL IS STABILIZED WITH SEEDING AND/OR MULCH. THE CONTRACTOR SHALL PERFORM NECESSARY WORK TO ISOLATE CONSTRUCTION ACTIVITIES OR WORK AREA FROM WATER COURSES OR IMPOUNDMENTS PRIOR TO COMMENCING WORK AND SHALL STABILIZE DISTURBED AREA WITH APPROPRIATE TEMPORARY OR PERMANENT EROSION CONTROL MEASURES IMMEDIATELY FOLLOWING THE COMPLETION OF THE WORK AS TO PROTECT SUCH WATER BODIES AGAINST CONTAMINATION FROM SILTATION AND OTHER FORMS OF

POLLUTION OR CONTAMINANTS FROM THE CONSTRUCTION AREA.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A WEEKLY INSPECTION OF ALL SEDIMENT AND POLLUTION CONTROL STRUCTURES, SEEDING AND MULCHED AREAS, SODDED DITCHES, EROSION CONTROL BLANKETS, OR OTHER CONTRACT WORK, EITHER TEMPORARY OR PERMANENT, TO ASSURE THAT IT IS FUNCTIONING AS IT WAS ORIGINALLY INTENDED AND

IS IN GOOD CONDITION.

8. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORM WATER RUNOFF IS DIVERTED TO SOIL

EROSION AND SEDIMENT CONTROL DEVICES.

9. ALL AREAS ON A 1:3 SLOPE OR GREATER SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF GRADING WITH SEED

AND MULCH - TEMPORARY, ITEM 209.1003.

10. ALL DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITION UNLESS OTHERWISE NOTED.

11. INSTALL BIODEGRADABLE 12" SEDIMENT FILTER LOG, ITEM 209.23010009, ALONG TOE OF ALL FILL SLOPES THROUGHOUT

THE LIMITS OF THE PROJECT.

PERMIT NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ANY & ALL PERMIT REQUIREMENTS PROVIDED IN THE CONSTRUCTION

DOCUMENTS.

MAINTENANCE OF EROSION & SEDIMENT CONTROLS:

1. THE CONTRACTOR SHALL EMPLOY A PERSON OR FIRM TO INSPECT THE SITE AND THE SEDIMENT CONTROLS INSTALLED

ON AT LEAST A WEEKLY BASIS, AND AFTER EVERY RAINFALL OF ½ " OR MORE.

2. SILT FENCE SHALL BE MONITOR FOR MAINTENANCE ON A DAILY BASIS. SEDIMENT SHALL BE REMOVED WHEN 50% OF THE SILT FENCE HAS BEEN FILLED, OR WHEN SEDIMENT CREATES "BULGES" IN FENCE. SILT FENCE SHALL BE REPAIRED WHERE

RIPS OCCUR OR IF FENCE HAS PULLED AWAY FROM POSTS.

3. ALL DISTURBED SOILS TREATED WITH TEMPORARY SEED AND MULCH ITEMS SHALL BE MONITORED. THE CONTRACTOR SHALL APPLY ADDITIONAL TEMPORARY SEED AND MULCH ITEMS AS NEEDED IF PRIOR APPLICATIONS HAVE BEEN DISTURBED BY CONSTRUCTION OR THE WEATHER. ALL DISTURBED SOIL SURFACES SHALL, AT MINIMUM, BE COVERED

WITH MULCH AT ALL TIMES.

4. GEOTEXTILE SEDIMENT FILTER BAGS USED FOR DEWATERING CONSIDERED FULL WHEN REMAINING BAG FLOW AREA HAS BEEN REDUCED BY 75%. AT THIS POINT, IT SHOULD BE REPLACED WITH A NEW BAG. DISPOSAL MAY BE ACCOMPLISHED BY

REMOVING THE BAG TO AN APPROPRIATE OFFSITE LOCATION.

5. COFFERDAMS AND TURBIDITY CURTAINS SHALL BE INSPECTED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURE'S SPECIFICATIONS. AT MINIMUM, THE CONTRACTOR SHALL INSPECT COFFERDAMS DAILY TO ASSURE PROPER PERFORMANCE AND STABILITY. ANY HOLES, LEAKS OR TORN AREAS SHALL BE FIXED IMMEDIATELY.

6. DRAINAGE INLET PROTECTION SHALL BE INSPECTED PERIODICALLY TO INSURE NO SEDIMENT FROM CONSTRUCTION ACTIVITIES CAN ENTER STORM DRAINS. ANY HOLES, LEAKS OR TORN AREAS SHALL BE FIXED IMMEDIATELY.

7. CONCRETE WASHOUTS SHALL BE REPLACED WHEN 50% FULL. INSTALL MULTIPLE WASHOUTS IF CONCRETE USAGE WILL

EXCEED 50% OF ONE WASHOUT DURING ONE POUR.

TREE & WETLAND PROTECTION NOTES

1. THE AREA BENEATH THE DRIP LINE OF ALL TREES WITH A TRUNK DIAMETER OF 3 INCHES OR GREATER LOCATED OUTSIDE

OF THE PROJECT CLEARING LIMITS OR IN PROXIMITY TO STAGING AND STOCKPILING AREAS SHALL NOT BE DISTURBED.

DISTURBANCE INCLUDES REMOVING TREES, STOCKPILING MATERIAL, STORING EQUIPMENT, OR DRIVING AND PARKING VEHICLES BENEATH DRIP LINES OF TREES. ADDITIONAL TREES REQUIRING PROTECTION MAY BE DESIGNATED BY THE ENGINEER-IN-CHARGE (EIC). THE CONTRACTOR SHALL SUBMIT A PLAN TO THE EIC FOR APPROVAL SHOWING THE PROPOSED STAGING, STORAGE AND STOCKPILE AREAS FOR EACH SITE PRIOR TO PLACEMENT OF ANY EQUIPMENT OR

MATERIALS AT THE SUBJECT AREA.

TIME OF YEAR CUTTING RESTRICTIONS FOR INDIANA BAT & NORTHERN

LONG-EARED BAT & TRICOLORED BAT

1. IN ORDER TO PREVENT ANY DIRECT TAKINGS OF INDIANA BAT (MYOTIS SODALIS), NORTHERN LONG-EARED BAT (MYOTIS

SEPTENTRIONALIS), AND TRICOLORED BAT (PERIMYOTIS SUBFLAVUS), ALL FEDERAL AND STATE LISTED THREATENED SPECIES, THE CONTRACTOR'S ATTENTION IS HEREBY DIRECTED TO THE FACT THAT TREE CUTTING SHALL ONLY BE PERFORMED FROM OCTOBER 31 THROUGH MARCH 31. TIME OF YEAR TREE CUTTING RESTRICTIONS APPLY TO TREES THAT

ARE 2 INCHES OR GREATER DIAMETER AT BREAST HEIGHT (DBH).

REMOVAL NOTES:

1. THE EXISTING SUBSTRUCTURES SHALL BE REMOVED WITHIN THE LIMITS SHOWN ON THE PLANS, UNDER ITEM 202.19.

2. ACCORDING TO THE REQUIREMENTS OF SUBSECTION 202-3.01 GENERAL AND SAFETY REQUIREMENTS, A REMOVAL PLAN, SIGNED BY A LICENSED AND REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF NEW YORK, SHALL BE SUBMITTED TO

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

3. NO RECORD PLANS AVAILABLE.

4. LIMITS AND METHODS FOR REMOVAL OF PAINT AT LOCATIONS OF FASTENER REMOVAL OR FLAME CUTTING SHALL BE AS DESCRIBED IN SUBSECTIONS 202-3.05 AND 574 OF THE STANDARD SPECIFICATIONS. THE COST OF PAINT REMOVAL SHALL BE INCLUDED IN THE LUMP SUM PRICE(S) BID FOR THE SUPERSTRUCTURE REMOVAL ITEM(S) (OR THE UNIT PRICE BID FOR

THE SUBSTRUCTURE REMOVAL ITEM).

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

6. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS AND OTHER MATERIAL TO THE AREA BELOW THE CULVERT EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL. PLATFORMS, NETS, SCREENS, OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF THE ENGINEER DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE

SUSPENDED UNTIL ADEQUATE PROTECTION IS PROVIDED.

7. THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING, AND DISPOSING OF ALL PLATFORMS, NETS, SCREENS, OR OTHER PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE APPROPRIATE ITEMS OF THE

CONTRACT.

8. CARE SHOULD BE TAKEN TO RETAIN NATURAL GROWTH AND PREVENT DAMAGE TO TREES WITHIN AND OUTSIDE THE LIMITS OF CONSTRUCTION, AND NOT SCHEDULED FOR REMOVAL. ANY DAMAGE CAUSED TO THIS NATURAL GROWTH SHALL BE RESTORED OR REPLACED AT THE EXPENSE OF THE CONTRACTOR AS ORDERED BY THE ENGINEER (A.O.B.E.)

SEQUENCE OF CONSTRUCTION NOTES:

PRIOR TO DISTURBANCE OF ANY KIND, THE CONTRACTOR SHALL HAVE A COPY OF THE EROSION CONTROL PLAN ON SITE THROUGHOUT THE LIFE OF THE PROJECT. THE CONTRACTOR SHALL HAVE A PRE-CONSTRUCTION MEETING WITH THE COUNTY AND ALL OTHER INTERESTED AGENCIES PRIOR TO ANY WORK BEING DONE. THE CONSTRUCTION OF THIS PROJECT SHALL FOLLOW THE APPROXIMATE SEQUENCE OUTLINED BELOW, SUBJECT TO APPROVAL BY THE E.I.C.:

1. PLACE ALL TRAFFIC CONTROL MAINTENANCE DEVICES, BARRICADES, ETC.

2. CONTRACTOR SHALL INSTALL THE SEDIMENT FILTER LOG AND OTHER SEDIMENT CONTROL DEVICES.

3. INSTALL COFFERDAM SYSTEMS.

4. EXCAVATE EXISTING PAVEMENT,

5. REMOVE EXISTING CULVERT STRUCTURE AND WING WALLS COMPLETELY.

6. EXCAVATE FOR AND CONSTRUCT NEW FOOTINGS.

7. INSTALL NEW PRECAST STRUCTURE.

8. CONSTRUCT NEW CAST IN PLACE WINGWALLS AND PLACE STONE ARMORING.

9. STABILIZE ALL DISTURBED AREAS AS SOON AS POSSIBLE.

10. PLACE NEW ASPHALT PAVEMENT ON ROADWAY.

11. INSTALL NEW SIGNS, FINAL TOPSOIL AND SEEDING.

12. RESTORE ALL AREAS USED FOR STORAGE, ACCESS, ETC AND CLEAN UP PROJECT SITE.

13. AFTER ALL AREAS HAVE REACH 80% STABILIZATION, REMOVE ALL SEDIMENT CONTROLS. CLEAN AND CLOSE SITE.

14. REMOVE ALL TRAFFIC CONTROL MAINTENANCE DEVICES AND OPEN TO PUBLIC.

DAMAGE TO EXISTING STRUCTURES OR VEGETATION:

1. NUMEROUS STRUCTURES AND VEGETATION ARE PRESENT WITHIN THE WORK LIMITS AND ARE TO REMAIN IN PLACE. SOME

EXISTING STRUCTURES ARE TO BE ADJUSTED WITHIN THIS CONTRACT. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY THEIR OPERATIONS TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT INCLUDED AS PART OF INTENDED WORK. ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT PART OF THE INTENDED WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE OWNER, AND TO THE

SATISFACTION OF THE ENGINEER IN CHARGE.

OF A LICENSED PROFESSIONAL ENGINEER,

ARCHITECT, LANDSCAPE ARCHITECT, OR LAND

SURVEYOR, 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…