260067-Bradford_Hill_Rd_Plans.pdf

D040993 3301850

BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

REPLACEMENT, BIN 3301850, TOWN OF CROWN POINT

1762.79

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

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D A

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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:

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IN

G

C H

E C

K C

H E

C

TM

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

ALIGNMENT

AH

AZ

BK

b

BRG

CS

e

EQ

EXT

HCL

HSD

L

LS

LVC

E f

PC

PI

POL

PSD

PT

PVC

PVI

PVT

R

SC

SSD

ST

STA

T

TGL

TS

VC

ABBR. DESCRIPTION

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

BB

BC

BO

CAP

CB

CIP

CMP

CP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

DS

D'XING

EHW

EL

ELEV

ELW

ES

HW

INV

MH

MHW

OHW

OLW

RCP

TB

TC

TG

VCP

ABBR. DESCRIPTION

TOPOGRAPHY (DRAINAGE)

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRM

ABUT

AOBE

ASPH

BDY

BLDG

BM

CC

CONC

CONST

CR

D

DM

DWY

EP

ES

FP

FD

FL

GAR

GR

HO

HWY

IP

MB

MON

N&W

OG

O/H

P

PAV'T

PE

PED POLE

POR

RR

RTE

ROW

FEE WO/A

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

EDGE OF PAVEMENT

EDGE OF SHOULDER

FENCE POST

FOUNDATION

FENCE LINE

GARAGE

GRAVEL

HOUSE

HIGHWAY

IRON PIN OR IRON PIPE

MAILBOX

MONUMENT

NAIL AND WASHER

ORIGINAL GROUND

OVERHEAD

PARCEL

PAVEMENT

PERMANENT EASEMENT

PEDESTRIAN POLE

PROPERTY LINE

PORCH

RAILROAD

ROUTE

RIGHT OF WAY

TOPOGRAPHY (MISCELLANEOUS)

RW

SH

SHLDR

RETAINING WALL

STATE HIGHWAY

SHOULDER

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

AH

CP

DA

DM

DN

FH

PA

PH

PT

SP

B

C

D

F

K

W

X

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2¼ INCHES CASED DRILL HOLE

RP

TP

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

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)

ABBR. DESCRIPTION

UTILITIES

SQUARE FEET

GALLON

mi lb LB

MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

SQUARE YARDSY

LF

ft²

YD²

³YD

INDEX & ABBREVIATIONS

LEGEND SHEET

INDEX

INDEX TOTAL NUMBER OF SHEETS: 65

TITLE SHEET

INDEX AND ABBREVIATIONS

BRADFORD HILL ROAD TYPICAL SECTIONS

LEGEND, LINE AND POINT SYMBOLOGY

BRADFORD HILL ROAD EXISTING FRAMING PLAN AND BRIDGE SECTION

DESCRIPTION DRAWING NUMBER

NUMBER

SHEET

INDEX

COVER

LEG-01 TO LEG-02

TYP-01

EX-01 TO EX-02

WZTC-01 TO WZTC-03

SCP-01

MJP-01

ESS-01

ERO-01

GNP-01

PRO-01

ST-01 TO ST-47BRADFORD HILL ROAD BRIDGE PLANS

BRADFORD HILL ROAD DRAINAGE AND GRADING PLAN

BRADFORD HILL ROAD EROSION AND SEDIMENT CONTROL PLAN

BRADFORD HILL ROAD SURVEY CONTROL PLAN

BRADFORD HILL ROAD WORK ZONE TRAFFIC CONTROL PLANS

DGP-01

BRADFORD HILL ROAD MAINTENANCE JURISDICTION PLAN

BRADFORD HILL ROAD EARTHWORK SUMMARY SHEET

BRADFORD HILL ROAD GENERAL PLAN

BRADFORD HILL ROAD PROFILE

3 TO 4

6 TO 7

8 TO 10

18 TO 64

BRADFORD HILL ROAD ESTIMATE OF QUANTITIES65 ST-48

AC CONTROL (CENTERLINE)

CB

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

RG

RRPSS

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

SM

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

FL

FW

FW SW

WM

SW

PE

HB

AHB

HB W / OA

PL

PLA

Z

3R

LB

DCP

DCP_P CULVERT PIPE (DIR)

CULVERT PIPE

UC

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

ST

ST

UD

C

C

OC

E

E

OE

OET

FO

FO

OFO

G

G

OG

IC

IC

O

O

SA

SA

SAF

SAF

T

T

OT

CTV

CTV

OCTV

UU

UU

OUU

W

W

OW

D R

E W

S

M

S C

H

IC

K M

C

C

O X

J.

D

R E

W S

M

S

C H

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K

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O R

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

E

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

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

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

DRAWING NO.

SHEET NO.

REGION:

JO

B

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C H

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K C

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LINE SYMBOLOGY

LEGEND SHEET

LEG-01

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

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

AA

PE

APE

TE

ATE

FEE

AFEE

FEE W / OA

CZ

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

S

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

C

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 VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

MHBAP

POINT, VERT., PHOTOGRAMMETRY

WETLAND FLAGEWFG

RFM

A

B

A

POINT OF COMPOUND CURVATURE

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

UP

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

G

T

W

FP

E

E

G

C

A

A

P

LC

PM

M

VMS

PA

PVMS

RWIS

WIM

E

O

S

P

T

C

U

W

W

G

D R

E W

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M

S C

H

IC

K M

C

C

O X

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COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

IL

E N

A M

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U S

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D A

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/T

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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:

JO

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DO NOT HAVE CORRESPONDING EXISTING FEATURES.

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

EDGE OF TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

HAVE A UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT

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

FEATURES IS THICKER (0.015 in ON B SIZE DRAWINGS).

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED

FEATURE PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING 4.

CORRESPONDING PROPOSED FEATURES.

HAVEFEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO 3.

ETC.).

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

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

PROPOSED).

THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND 1.

:NOTES

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

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

GB

CULV

FL

PRFB

SF

CDPD

C

C

EZ

EZ-T

XC

H

M

R M

SS

TC

TP

WVR

V

V

A

A

P1 M1

FEE

PE

M1 P1

TE

M1 P1

TO

M1 P1

FEE WO/A

M1 P1

POINT SYMBOLOGY

LEGEND SHEET

LEG-02

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

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A M

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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:

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06/26/2026

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

" ITEM 404.19892

3" ITEM 404.2589

12" ITEM 304.12

" ITEM 404.09832

ITEM 203.02

PAYMENT LIMITS

ITEM 610.1605 (TYP.)

& APPLY SEEDING

PROVIDE 4" OF TOPSOIL

EXISTING GROUND

2%

2% 2% 2%

SEE PAVEMENT STEP DETAIL, (TYP.)

ITEM 203.03 (TYP.)

ITEM 207.21

4" ITEM 640.20 (TYP.)

4" ITEM 640.20 (TYP.)

4" ITEM 640.21 (TYP.)

& T.G.L.

OF IMPROVEMENT¡

GROUND (TYP.)

MATCH EXISTING

(TYP.)

S.B.

2'-4"

SHOULDER

2'-0"

TRAVEL LANE

10'-0"

TRAVEL LANE

10'-0"

SHOULDER

2'-0"

S.B.

2'-4"

ITEM 407.0103

BOUNDARY (TYP.)

EXISTING HIGHWAY

BOX BEAM GUIDE RAIL

ITEM 606.10

" ITEM 404.19892

3" ITEM 404.2589

12" ITEM 304.12

" ITEM 404.09832

ITEM 203.02

PAYMENT LIMITS

ITEM 610.1605 (TYP.)

& APPLY SEEDING

PROVIDE 4" OF TOPSOIL

EXISTING GROUND

2% 2% 2% 2%

SEE PAVEMENT STEP DETAIL, (TYP.)

ITEM 207.21

4" ITEM 640.20 (TYP.)

4" ITEM 640.21 (TYP.)

& T.G.L.

OF IMPROVEMENT¡

MATCH EXISTING GROUND (TYP.)

(TYP.)

S.B.

2'-4"

SHOULDER

2'-0"

TRAVEL LANE

10'-0"

TRAVEL LANE

10'-0"

SHOULDER

2'-0"

S.B.

2'-4"

ITEM 407.0103

BOUNDARY (TYP.)

EXISTING HIGHWAY

BOX BEAM GUIDE RAIL

ITEM 606.10

DESCRIPTIONITEM UNIT

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL CY

203.03 EMBANKMENT IN PLACE CY

207.21 GEOTEXTILE SEPARATION SY

304.12 SUBBASE COURSE, TYPE 2 CY

404.0983 9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON

404.1989 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON

404.2589 25 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION TON

407.0103 STRAIGHT TACK COAT GAL

418.7603 ASPHALT PAVEMENT JOINT ADHESIVE LF

DESCRIPTIONITEM

606.10 BOX BEAM GUIDE RAILING LF

610.1605 TURF ESTABLISHMENT PERFORMANCE SY

640.20 WHITE PAINT REFLECTORIZED PAVEMENT STRIPES - 20 MILS

LF

NOTES:UNIT

PAVEMENT A.O.B.E

1. ITEM 407.0103 SHALL BE APPLIED IN BETWEEN EACH LAYER OF

CENTERLINE JOINT BETWEEN LANES, EXISTING ASPHALT AND CONCRETE.

AGAINST NEW ASPHALT PAVEMENT INCLUDING BUT NOT LIMITED TO THE

2. ITEM 418.7603 SHALL BE APPLIED AT ALL VERTICAL JOINTS ABUTTING

TYPICAL SECTIONS

MIDDLE ROAD

BRADFORD HILL ROAD &

TYP-01

MIDDLE ROAD - TYPICAL ROADWAY SECTION

STA. M 10+86.77 TO STA. M 11+89.55

STA. M 9+15.64 TO STA. M 10+28.08

" = 1'-0"4

SCALE:

BRADFORD HILL ROAD - TYPICAL ROADWAY SECTION

STA. B 9+12.76 TO STA. B 10+00.00

" = 1'-0"4

SCALE:

ITEM 404.1989

ITEM 404.2589

ITEM 304.12

ITEM 404.0983

4"4"4"

PAVEMENT STEP DETAIL

N.T.S.

640.21 YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES - 20 MILS

LF

40'-0"

S

P A

C E

S

W8X31 X 1'-4" (TYP.)

W8X28 X 5'-6 3/8" (TYP.)

GUIDE RAIL POST

1'-3"6 SPACES @ 6'-3" = 37'-6"1'-3"

W8X31 X 1'-4" (TYP.)

W21X73 STRINGER

W21X73 STRINGER

W21X73 STRINGER

W21X73 STRINGER

W21X73 STRINGER

W21X73 STRINGER

W21X73 STRINGER

C X

C X

C X

C X

C X

C X

C X

C X

C X

C X

W8X28 X 5'-6 3/8" (TYP.)

GUIDE RAIL POST

PL. 36" X 3/8" X 29'-10 1/2"

BOILER PLATE BACKWALL

PL. 36" X 3/8" X 29'-10 1/2"

BOILER PLATE BACKWALL

C X

C X

C X

C X

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

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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:

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

AND DETAILS (1 OF 2)

EXISTING FRAMING PLAN

BRADFORD HILL ROAD

EX-01

RETENTION OF 12 OF PENTACHLOROPHENOL PER CUBIC FOOT OF WOOD.

5. THE EXISTING TIMBER DECK IS PRESSURE TREATED AND HAS A

CONTINUOUSFILLET WELDS UNLESS OTHERWISE SPECIFIED.

4. ALL STRUCTURAL STEEL CONNECTIONS ARE MADE WITH 1/4"

3. BOLTS, NUTS, AND WASHERS CONFORM TO ASTM A-325.

PSI @ 28 DAYS WITH A MINIMUM OF 6 BAGS OF CEMENT PER CUBIC YARD.

2. CONCRETE IS CLASS A HAVING A MINIMUM COMRESSIVE STRESS OF 4000

ARE ASTM A-36. FLEX BEAM GUIDERAIL ARE 10 GA PER ASTM A-525.

PEDESTRIAN RAILS, FLEX BEAM REINFORCEMENTS, AND GUIDE RAIL POSTS

1. STRUCTURAL STEEL & MISC. METAL PLATES ARE ASTM A-588. RUB RAILS,

GENERAL NOTES:

EXISTING STEEL FRAMING PLAN

SCALE: 1" = 5'

TIMBER DECK = 28'-0"

CL. OF ROADWAY = 26'-3 1/16"

W21X73 (TYP.)

STRINGER

C12X25 (TYP.)

DIAPHRAM

"X1'-4" (TYP.)2

L3"X3"X

CLIP ANGLES

(TYP. @ EA GUIDE RAIL POST)

W8X31X1'4" LG.

W8X28 (TYP.)

GUIDE RAIL POST

C4X7.25 (TYP.)

RUB RAIL

WITH C9X15 (TYP.)

GUIDE RAIL REINFORCED

10 GA. FLEX BEAM

TIMBER DECK

2"X8" LAMINATED

GUIDE RAIL (TYP.)

10 GA. FLEX BEAM

C4X7.25 (TYP.)

RUB RAIL

W8X28 (TYP.)

GUIDE RAIL POST

C10X15.3

PEDESTRIAN RAIL

"X1'-4"2

L3"X3"X

CLIP ANGLE

C12X25

DIAPHRAM

(TYP. @ EA GUIDE RAIL POST)

W8X31X1'4" LG.

AT 8053 U.S. ROUTE 9, ELIZABETHTOWN, NEW YORK 12932

COUNTY ESSEX COUNTY DEPARTMENT OF PUBLIC WORKS

BARRIER. BARRIER TO BE RETURNED TO THE ESSEX

ITEM 606.65 REMOVING AND STORING PRECAST CONCRTE

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

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D A

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/T

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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:

JO

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

EX-02

SCALE: 1" = 5'

AND DETAILS (2 OF 2)

EXISTING FRAMING PLAN

BRADFORD HILL ROAD

DETAIL "A"

EXISTING TYP. CROSS SECTION

SCALE: N.T.S

PROJECT LOCATION

V

IN

E Y A R

D R

D (C

R

B R

A D F O

R D H

IL

L R D (C

R

P E

A R L S T

AMY HIL

L RD (C

R47)

T O

W E

R H

IL

L R

D

CREEK RD (CR2)

C R E E

K R

D C

R

MID

DLE R

D

CREEK RD (CR2)

W H

ITE

C

H U R C H R

D

BREED HILL RD

C R E E

K R

D C

R

FACTORYVI

LL

E

RD

CREEK RD (CR2)

CREEK RD (CR2)

P O R T E R M

IL

L

R D

TRL (NY9N)

EMPIRE STATE

S U

G A

R H

IL

L R

D

T R

L (N

Y N

E M

P

IR

E S

T A T E

H

G B A C K R

D

H A

M

IL

T O

N R

D

PUTNAM CREEK

S

N

D

E

A

A

A

A A

G

K J

N

A

A

C

A

A

A B

OL

M

P

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U

Q

O R

D

E

A

A

A

F G

K J

N

A

A

A

A

C

G

F

N

G

F

N

A

A

A

D

E

AA

C

I

H

A A

A

A

A

A

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A E

A

A

A

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

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U S

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D A

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/T

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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.

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REGION:

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

DETOUR PLAN

SCALE: 1"=1500'

CONTROL PLAN

WORK ZONE TRAFFIC

BRADFORD HILL ROAD

NOTES:

1. CONFIRMATION SIGNING A SHALL BE REPEATED A MAXIMUM DISTANCE OF EVERY 1/2 MILE.

2. IF THE ROAD IS OPENED FOR SOME DISTANCE BEYOND THE WORK AREA AND/OR THERE

ARE SIGNIFICANT ORIGIN/DESTINATION POINTS BEYOND THE WORK AREA, THE

R11-3a/R11-3b BRIDGE/ROAD CLOSED SIGN AND THE M4-10(L/R) SIGN ON THE TYPE III

BARRICADES MAY BE LOCATED AT THE EDGE OF THE TRAVELED WAY.

3. SIGN GROUPINGS B , C , E , G , I , AND K SHALL ALWAYS BE POSTED A MAXIMUM OF

50' FROM AN INTERSECTION.

4. FOR LOCAL AND/OR COUNTY ROAD DETOUR SIGNAGE REFER TO THE MUTCD WITH NEW YORK

STATE SUPPLEMENT FOR GUIDANCE.

0' 750' 1,500' 2,250' 3,000'750'

1" = 1,500'

WZTC-01

GRIDNORTH

G

K

L

M

N

O

P

Q

R

S

T

U

M4-8

D3-1

M4-8

M4-8

M4-8

M4-8

M4-8

M4-8

M4-8

M4-8

M4-8

M4-8

NYW8-4

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

D3-1

NYW8-4

W20-2

W20-3

W20-3

R11-2 (MOD.)

R11-2

R11-3b

M4-10L

R11-3b

M4-10R

R11-3a

M4-10L

M6-3

M5-1L

M6-1L

M5-1R

M6-1R

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

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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:

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

CONTROL NOTES

WORK ZONE TRAFFIC

BRADFORD HILL ROAD

WZTC-02

GENERAL NOTES:

1. THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS AND IN THE MUTCD, REFLECT

THE MINIMUM REQUIREMENTS.

2. PROPOSED REVISIONS TO THE TRAFFIC CONTROL PLAN SHALL BE PROVIDED, IN WRITING, TO

THE ENGINEER FOR REVIEW AND APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER

DESIGNEE FIVE (5) WORK DAYS PRIOR TO THE PLANNED IMPLEMENTATION OF SUCH

PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE SCOPE OF THE TRAFFIC

CONTROL PLAN. SUCH CHANGES IN COPE MUST BE SUBMITTED TO THE ENGINEER FOR

APPROVAL BY THE REGIONAL DIRECTOR OR HIS/HER DESIGNEE THIRTY (30) WORK DAYS

PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.

3. THE NAMES, ADDRESSES, AND TELEPHONE NUMBERS OF STAFF WHO ARE AUTHORIZED TO

SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE OF NORMAL

WORKING HOURS SHALL BE PROVIDED, IN WRITING, TO THE ENGINEER. THE ENGINEER WILL

PROVIDE THE SUBMITTED INFORMATION TO REGIONAL MANAGEMENT, THE NEW YORK STATE

POLICE, THE RESIDENT ENGINEER, AND THE LOCAL POLICE.

4. STANDARD SHEET 619-503 SHALL BE USED FOR AN OFFSITE DETOUR SETUP FOR BOTH

LONG TERM AND SHORT TERM WORK DURATIONS.

5. REGIONAL HIGH-VOLUME RESTRICTIONS SHALL BE FOLLOWED. CONSULT WITH THE ENGINEER

IF AN EXCEPTION IS NEEDED.

6. PLAN AHEAD TO AVOID CONFLICTING WORK ZONES. CHECK FOR CONSTRUCTION PROJECTS,

CLOSURES, & RESTRICTIONS AT WWW.511NY.ORG, WWW.DOT.NY.GOV/PROJECTS, AND WITH THE

ENGINEER.

7. WORK ZONE INCIDENTS SHALL BE DOCUMENTED AND REPORTED USING EITHER THE

DEPARTMENT'S WORK ZONE INCIDENT FORM, OR THE CONSTRUCTION INCIDENT REPORTING

SYSTEM, AS APPROPRIATE.

8. CONSIDER CLOSURE WIDTH AND THE ABILITY TO ACCOMMODATE WIDE LOAD VEHICLES BEFORE

ESTABLISHING WORK ZONES.

9. IF THE WORK ZONE AFFECTS AN EXISTING ACCESSIBLE AND DETECTABLE PEDESTRIAN

FACILITY, ACCESSIBILITY AND DETECTABILITY SHALL BE PROVIDED ALONG THE ALTERNATE

ROUTE.

ACTIVITY AREA:

1. A 500' MINIMUM LONGITUDINAL DISTANCE SHALL BE MAINTAINED BETWEEN CONSTRUCTION

OPERATIONS ON ALTERNATE SIDES OF THE ROADWAY, UNLESS OTHERWISE APPROVED BY THE

ENGINEER.

2. WHEN TWO OR MORE AREAS ARE ADJACENT, OVERLAP, OR ARE IN CLOSE PROXIMITY, THE

CONTRACTOR SHALL ENSURE THERE ARE NO CONFLICTING SIGNS AND THAT LANE CONTINUITY

IS MAINTAINED THROUGHOUT ALL WORK AREAS.

SIGNS:

1. THE LOCATIONS OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND

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

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

2. FOR LONG TERM WORK DURATIONS, ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS,

WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGN LAYOUT SHALL BE COVERED,

REMOVED, STORED, OR RESET, AS APPROVED BY THE ENGINEER. BLANK COVERS USED TO

COVER PORTIONS OF THE EXISTING SIGNS SHALL BE OF A COLOR AND REFLECTORIZED

MATERIAL MATCHING THAT OF THE SIGN BEING PARTIALLY COVERED. THE CONTRACTOR SHALL

BE LIABLE FOR ANY DAMAGE TO SIGNS CAUSED BY THE METHODS USED TO TEMPORARILY

REMOVE, REPLACE, RELOCATE, OR COVER SIGN PANELS OR SIGN TEXT, AT NO ADDITIONAL

COST. ALL APPROPRIATE EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION

AND/OR LOCATION UNLESS OTHERWISE REPLACED IN THIS CONTRACT.

3. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A

MOTORIST'S LINE OF SIGHT.

4. SIGNS MOUNTED ON THE MEDIAN OF DIVIDED HIGHWAYS WHERE THE MEDIAN BARRIER IS IN

PLACE MAY BE MOUNTED ON THE BARRIER WITH A SADDLE TYPE BRACKET OR OMITTED WITH

THE APPROVAL OF THE ENGINEER. LAYING THE SIGN DOWN IN A HORIZONTAL POSITION IS

NOT PERMITTED.

5. THE DIMENSIONS OF WORK ZONE TRAFFIC CONTROL SIGNS ARE DESCRIBED IN THE MUTCD.

ANY CHANGES TO THE DIMENSIONS SHALL BE APPROVED BY THE ENGINEER.

SIGNS CONTD:

6. NYR9-12 SHALL BE USED IN PLACE OF NYR9-11 WHEN A REDUCED REGULATORY SPEED

LIMIT SIGN IS AUTHORIZED.

7. RIGID AND FLEXIBLE "ROLL-UP" SIGNS MAY BE USED FOR MOBILE, SHORT DURATION AND

SHORT-TERM STATIONARY WORK. RIGID SIGNS MUST BE MOUNTED AT LEAST 5 FEET ABOVE

GRADE (7 FEET WHERE THERE ARE PEDESTRIANS OR PARKED CARS). FLEXIBLE SIGNS SHALL

BE MOUNTED AT LEAST ONE FOOT ABOVE GRADE. MESH SIGNS SHALL NOT BE USED. USE

RETROREFLECTIVE RIGID SIGNS FOR NIGHTTIME WORK.

8. SIGNS O , P , Q , R , AND S SHALL BE PLACED ON TYPE III BARRICADES.

LANE WIDTHS:

1. UNLESS AUTHORIZED BY THE ENGINEER, THE MINIMUM LANE WIDTHS FOR WORK ZONE

TRAVEL LANES SHALL BE AS FOLLOWS: FREEWAYS AND/OR EXPRESSWAYS IS 11'. THE

MINIMUM LANE WIDTH FOR ALL OTHER TYPES OF ROADWAYS IS 10'.

2. A WRITTEN NOTE SHALL BE PROVIDED TO THE ENGINEER, A MINIMUM OF 21 CALENDAR DAYS

IN ADVANCE OF PERFORMING ANY WORK THAT RESULTS IN THE REDUCED WIDTH OF AN

EXISTING ROADWAY, SO THAT THE ENGINEER MAY NOTIFY THE REGIONAL PERMIT ENGINEER IN

A TIMELY MANNER.

3. IF THE WORK ZONE AFFECTS PEDESTRIANS, A MINIMUM PEDESTRIAN PATHWAY WIDTH OF 5

FEET SHALL BE MAINTAINED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

4. TEMPORARY BICYCLE ACCOMMODATIONS SHALL NOT BE LESS THAN WHAT CURRENTLY EXISTS

UNLESS AUTHORIZED BY THE ENGINEER.

CHANNELIZING DEVICES:

1. WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO

PROVIDE A MINIMUM 2' LATERAL CLEARANCE TO THE TRAVELED WAY.

2. A DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE

TRAVELED WAY TO REMAIN AT THE END OF THE WORK SHIFT SHALL BE SEPARATED FROM

TRAFFIC WITH POSITIVE BARRIER. FOR POSTED SPEED LIMIT OF 45 MPH OR LESS, A

DROP-OFF OF GREATER THAN 24 INCHES WITHIN 10 FEET FROM THE EDGE OF THE

TRAVELED WAY THAT IS 100 FEET OR LESS IN LENGTH WILL BE ALLOWED WITH

CHANNELIZING DEVICES CONSISTING OF DRUMS, EXTRA TALL CONES, OR OVERSIZED VERTICAL

PANELS ONLY AT A MAXIMUM SPACING OF 20 FEET FOR SHORT DURATIONS NOT TO EXCEED

ONE WORK SHIFT.

3. TEMPORARY POSITIVE BARRIER MAY BE SUBSTITUTED WITH DRUM CHANNELIZING DEVICES, IN

SOME CIRCUMSTANCES, WITH APPROVAL OF THE REGIONAL TRAFFIC ENGINEER BASED ON

GUIDANCE FOUND IN THE HIGHWAY DESIGN MANUAL AND ENGINEERING JUDGEMENT.

PUBLIC ACCESS:

1. PROPERTY OWNERS WHOSE DRIVEWAYS WILL BE MADE INACCESSIBLE SHALL BE NOTIFIED AT

LEAST 24 HOURS PRIOR TO RESTRICTING USE OF THE DRIVEWAY. FOR MULTIPLE ACCESS

PROPERTIES, AT LEAST ONE DRIVEWAY SHALL BE OPEN AT ALL TIMES. ACCESS SHALL BE

RESTORED TO ALL DRIVEWAYS AT THE END OF EACH WORK DAY.

2. SUITABLE RAMPS SHALL BE INSTALLED TO MAINTAIN SMOOTH TRANSITIONS FROM RESIDENTIAL

AND COMMERCIAL DRIVEWAYS TO AND FROM THE WORK AREA.

W20-3

W20-3

W20-3

W20-3

W20-3

W20-3

R11-2 (MOD.)

R11-2 (MOD.)

R11-2 (MOD.)

R11-2 (MOD.) R11-2 (MOD.)

E

APPARENT WATER MAIN NFVAPPROXIMATE LOCATION OF

NM 114

NM 116

NM 116A

NM 115

6.PVMS BOARDS TO BE PROVIDED A.O.B.E. TWO WEEKS IN ADVANCE OF BRIDGE CLOSURE TO ALERT MOTORISTS. THE PVMS BOARDS ARE TO BE REMOVED FROM THE SITE ONCE THE BRIDGE IS CLOSED. TO BE PAID FOR UNDER ITEM 619.110512.5.R11-3A, R11-3B, OR R11-2 MAY BE LOCATED ON THE RIGHT SHOULDER, IF EXISTING PAVEMENT IS TOO NARROW. THE SIGN PANEL SHALL BE ON A SEPARATE SIGN SUPPORT (MINIMUM 5' MOUNTING HEIGHT), NOT ON THE TYPE III BARRICADE.4.ALL SIGNS ARE TO BE PLACED WITHIN THE R-O-W.3.THE MODIFICATION, RELOCATION OR ADJUSTMENT OF EXISTING SIGNS SHALL BE AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHALL BE INCLUDED IN ITEM 619.01.2.ALL SIGNS ARE TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT VERSION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR CONVENTIONAL ROADS.1.SIGN LOCATIONS ARE APPROXIMATE REFER TO NYSDOT STANDARD SHEET 619-503.NOTES:

500'500' 80'

500' 500'80'

B

B

B

B

0+00

P

2+00

M 9+00

M 10+00

M 11+00

M 12+00

M 9+00

M 10+00

M 11+00

M 12+00

B-2

B-1

E D

F

W

T L

A N

D

E D

T L A

N D

E D

T L

A N

D

ELEVATION =

300.3

8FINISHED FLOOR

WOODED AREA

BRIDGE

WOODED AREA

ED

G E

O F

W

ETLAN

D

E D

T L

A N

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#915

HOUSE

FRAME

3 STORY

PAD

CONC

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UNPAVED AREA

RIP-R

AP

FOUND

IRON PIPE

TM# 128.6-5-21.000

BOOK 1280, PAGE 162

(REPUTED OWNER)

BRIAN F. DWYER

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

128.6-4-3.100TM#

BOOK 1316, PAGE 96

(REPUTED OWNER)

LISA LOVELL

FOUND

IRON ROD128.1-3-1.000

BOOK 1392, PAGE 168

(REPUTED OWNER)

DONALD MORSE

TM# 128.6-5-19.000

BOOK 2091, PAGE 80

(REPUTED OWNER)

ANTHONY GIANTI

2' WIDE STONE WALL

T M

.6

.0

B O

O K

P A

G E

R

E P

U T

N E

R

A N

T H

O N

Y

IA

N T I

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

FOUND

IRON PIPE

2' WIDE STONE WALL

-J

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BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

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:

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

GRIDNORTH

WZTC BRIDGE CLOSURE DETAILS

BRADFORD HILL ROAD

WZTC-03

3. ALL SIGNS ARE TO BE PLACED WITHIN THE R.O.W.

ITEM 619.01.

SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHALL BE INCLUDED IN

2. THE MODIFICATION, RELOCATION OR ADJUSTMENT OF EXISTING SIGNS SHALL BE AS

THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR CONVENTIONAL ROADS.

1. ALL SIGNS ARE TO BE INSTALLED IN ACCORDANCE WITH THE CURRENT VERSION OF

NOTES:

LEGEND

CONSTRUCTION SIGN - ITEM 619.01

TYPE III BARRICADE - ITEM 619.04

TEMPORARY CONCRETE BARRIER - ITEM 619.1711

B R

A D F O

R D H

IL

L R

O A

D

P U T N

A M C

R E E K

MIDDLE ROAD

MIDDLE ROAD

F L O

W

F L O

W P U T N A

M C

R E E K

0 15 30 45 60'15

1" = 30'

CLOSED

BRIDGE

500 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

500 FT

CLOSED

BRIDGE

CLOSED

BRIDGE

CLOSED

BRIDGE

CLOSED

BRIDGE

CLOSED

BRIDGE

CLOSED

BRIDGE

500 FT

CLOSED

BRIDGE

1000 FT

CLOSED

BRIDGE

FP

NYSPCS EAST ZONE

N 1862489.651 E 762885.536

EPOCH 2010.00

NAD83 (2011)

STA. 10+00.00£CBP 1

TIES NOT TO SCALE

C.F. 0.99997227

TO CBP 2G

PS

SURVEY BASELINE

MAG NAIL

CBP CBP1

MIDDLE ROAD

ASPHALT PAVEMENT

1' A.G.

POLE NM 117

UTILITY

NAIL IN

SET MAG

AT GRADE

OF ASPHALT¡

NAIL IN

SET MAG

AT GRADE

OF ASPHALT¡

NAIL IN

SET MAG

1' A.G.

SIGN POST

"LEFT CURVE AHEAD"

SET X CUT IN

WOODED AREA

WOODED AREA

GRASS

GRASS

.2 2'

16.76'

15.76'

.5 1'

NYSPCS EAST ZONE

N 1862617.780 E 763315.424

EPOCH 2010.00

NAD83 (2011)

STA. 14+48.58£CBP 2

TIES NOT TO SCALE

C.F. 0.99997433

1' A.G.

POLE NM 115

UTILITY

MAG NAIL IN

TO

C

BP

3G

PS

SURVE

Y

BAS

EL

IN

E

PUTNAM

CREEK

WHIT

E P

AVEMENT S

TRIP

E

EDGE O

F P

AVEMENT

DOUBLE

YELLOW P

AVEMENT S

TRIP

E

MID

DLE

ROAD

ASPHALT

PAVEMENT

GRASS

GRASS

2' A.G.

RAIL I-BEAM

X CUT IN TOP OF GUIDE

AT GRADE

WHITE STRIPE

NAIL IN

SET MAG

W-B

EAM G

UID

E R

AIL

2' A.G.

BONNET BOLT @ "HOA"

X CUT ON

TO CBP 1G

PSSURVEY BASELINE

AREA

WOODED

CBP CBP2

REBAR CAP

.1 0'36 .4 3'

.6

33.84'

NYSPCS EAST ZONE

N 1862853.073 E 763640.785

EPOCH 2010.00

NAD83 (2011)

STA. 18+50.10£CBP 3

TIES NOT TO SCALE

C.F. 0.99997483

EDGE O

F P

AVEMENT

MID

DLE

ROAD

ASPHALT

PAVEMENT

1' A.G.

NM 113

UTILITY POLE

RR SPIKE IN

MAG NAIL

CBP CBP3

1' A.G.

SIGN POST

SET X CUT IN YIELD

AT GRADE

FLAG POLE

BASE OF

2' A.G.

OUTCROP

ROCK

X CUT IN

TO

C

BP

2G

PS

SURVE

Y

BAS

EL

IN

E

.6

.6 5'

51.41'

27.42'

MIDDLE ROADASPHALT PAVEMENT

R O

A D

W H

IT

E C

H U R C

H

A S P H

A

LT

P

A V E

M E N T

EDGE O

F P

AVEMENT

EDGE O

F P

AVEMENT

EDGE OF PAVEMENT

EDGE OF PAVEMENT

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

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:5 m sc h ic k

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

E N

A M

E

U S

E R

D A

T E

/T

IM

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:

JO

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BRADFORD HILL ROAD (CR 7) OVER PUTNAM CREEK SUPERSTRUCTURE

LENGTH: 100.40'

763383.4930

POE STA. M 12+40.45 N 1862680.1174 E

763295.4094

PT STA. M 11+40.04 N 1862631.9299 E

ELEMENT: LINEAR5

MID-ORD.: 0.63' EXTERNAL: 0.63'

LENGTH: 61.66' TANGENT: 30.85'

763295.4094

PT STA. M 11+40.04 N 1862631.9299 E

763242.5935

PC STA. M 10+78.38 N 1862600.1489 E

ELEMENT: CIRCULAR4

763242.5935

PC STA. M 10+78.38 N 1862600.1489 E

763210.2218

PT STA. M 10+39.61 N 1862578.8102 E

ELEMENT: LINEAR3

EXTERNAL: 3.55' CHORD: 83.33'

LENGTH: 83.72' TANGENT: 42.25' MID-ORD.: 3.50'

763210.2218

PT STA. M 10+39.61 N 1862578.8102 E

763133.9813

PC STA. M 9+55.90 N 1862545.1863 E

ELEMENT: CIRCULAR2

LENGTH: 67.02'

763133.9813

PC STA. M 9+55.90 N 1862545.1863 E

763069.0146

POB STA. M 8+88.88 N 1862528.7406 E

ELEMENT: LINEAR1

ALIGNMENT MIDDLE ROAD

HORIZONTAL ROADWAY

763383.49301862680.1174M 12+40.45POE (PI)

763295.40941862631.9299M 11+40.04PT

763268.34791862617.1255M 11+09.23PI

763242.59351862600.1489M 10+78.38PC

763210.22181862578.8102M 10+39.61PT

763174.94301862555.5554M 9+98.15PI

763133.98131862545.1863M 9+55.90PC

763069.01461862528.7406M 8+88.88POB (PI)

EASTINGNORTHINGH.C.L. STA.H.C.L. POINT

HORIZONTAL CONTROL TABLE (MIDDLE ROAD)

FOR THE PROJECT IS 0.99997433.

UNITS ARE IN SURVEY FEET. THE COMBINED SCALE FACTOR

COORDINATES, BEARINGS AND DISTANCES SHOWN ARE GRID.

MERIDIAN OF WEST LONGITUDE.

VERTICAL DATUM.

ELEVATIONS ARE REFERENCED TO THE NAVD 88

STATE PLANE COORDINATE SYSTEM EAST ZONE, NAD 83.

COORDINATES ARE REFERENCED TO THE NEW YORK

SURVEY COMPLETED ON 12/21/2023.

THIS BASE MAP WAS PREPARED FROM A FIELD

NOTES:

ELEVATION = 290.92' N 1862832.7150 E 763659.0450

CREEK ROAD

SIDE OF MIDDLE ROAD, AT THE INTERSECTION OF

SOUTH

SET RAILROAD SPIKE IN UTILITY POLE ON THE BM-3

ELEVATION = 297.59' N 1862602.8440 E 763299.1530

HILL ROAD

EAST FROM THE INTERSECTION OF BRADFORD

SET X-CUT ON A BONNET BOLT OF A HYDRANT ONBM-2

ELEVATION = 339.41' N 1862472.7420 E 762884.7030

THE INTERSECTION OF BRADFORD HILL ROAD

SET RAILROAD SPIKE IN UTILITY POLE ON SOUTHBM-1

BENCHMARKS

POE STA. B 10+00.00 N 1862559.7168 E 763175.5670

PT STA. B 9+78.93 N 1862542.3692 E 763187.5330

ELEMENT: LINEAR3

LENGTH: 130.06' TANGENT: 65.05' MID-ORD.: 1.08'

D55'05"

PT STA. B 9+78.93 N 1862542.3692 E 763187.5330

PC STA. B 8+48.87 N 1862437.8325 E 763264.8710

ELEMENT: CIRCULAR2

LENGTH: 20.00'

PC STA. B 8+48.87 N 1862437.8325 E 763264.8710

POB STA. B 8+28.87 N 1862422.1570 E 763277.2918

ELEMENT: LINEAR1

ALIGNMENT BRADFORD HILL ROAD

HORIZONTAL ROADWAY

763175.56701862559.7168B 10+00.00POE (PI)

763187.53301862542.3692B 9+78.93PT

763224.47031862.488.8197B 9+13.92PI

763264.87101862437.8325B 8+48.87PC

763277.29181862422.1570B 8+28.87POB (PI)

EASTINGNORTHINGH.C.L. STA.H.C.L. POINT

HORIZONTAL CONTROL TABLE (BRADFORD HILL ROAD)

SURVEY CONTROL PLAN

BRADFORD HILL ROAD

SCP-01

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

128.1-3-1.000

BOOK 1392, PAGE 168

(REPUTED OWNER)

DONALD MORSE

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COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

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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:

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BRIDGE

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

FOUND

IRON ROD128.1-3-1.000

BOOK 1392, PAGE 168

(REPUTED OWNER)

DONALD MORSE

TM# 128.6-5-19.000

BOOK 2091, PAGE 80

(REPUTED OWNER)

ANTHONY GIANTI

2' WIDE STONE WALL

T M

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.0

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TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

2' WIDE STONE WALL

NATIONAL GRID813.82406.91POLES AND ELECTRIC LINES

B 10+09.74

M 12+01.55

B 9+00.74

M 9+03.64

OVERHEAD ELECTRIC6

VERIZON, & CHARTER

CORPORATION,

TELEPHONE

CROWN POINT

813.82406.91POLES AND COMMUNICATION LINES

B 10+09.74

M 12+01.55

B 9+00.74

M 9+03.64

OVERHEAD COMMUNICATIONS5

UTILITIES

ESSEX COUNTY77.2638.63BRIDGE, WINGWALLS, AND GUIDE RAILM 10+76.72M 10+38.09MIDDLE ROAD (CR 7)4

STRUCTURE

ESSEX COUNTY218.00109.00

CONTROL

SYSTEM, STRIPING, SIGNS AND SNOW AND ICE

HIGHWAY PAVEMENT, STORMWATER, SEWER

B 10+09.74B 9+00.74BRADFORD HILL ROAD (CR 7)3

ESSEX COUNTY420.84210.42

AND ICE CONTROL

SYSTEM, WATERLINE, STRIPING, SIGNS AND SNOW

HIGHWAY PAVEMENT, STORMWATER, SEWER

M 12+01.55M 9+91.13MIDDLE ROAD (CR 7)2

POINT

TOWN OF CROWN

174.9887.49

CONTROL

SYSTEM, STRIPING, SIGNS AND SNOW AND ICE

HIGHWAY PAVEMENT, STORMWATER, SEWER

M 9+91.13M 9+03.64MIDDLE ROAD1

STASTA

AGENCYLANE FEETFEETFEATURES

LIMITS

ROADWAYSECTION NO.

MIDDLE ROAD & BRADFORD HILL ROAD MAINTENANCE JURISDICTION TABLE

MAINTENANCE AND JURISDICTION NOTES:

1. 'SECTION No.' IN THE TABLE REFERS TO CORRESPONDING CIRCLED

NUMBER ON ABOVE PLAN.

2. ALL EXISTING MUNICIPALLY OR PRIVATELY OWNED UTILITIES WITHIN

THE LIMITS OF THE HIGHWAY RIGHT OF WAY (R.O.W.), WHICH REMAIN

IN SERVICE UNCHANGED AND ALL SUCH FACILITIES RELOCATED AS A

PART OF THE WORK PERFORMED UNDER THIS PROJECT, WHETHER

CROSSING, LOCATED WITHIN OR ADJACENT TO THE R.O.W., SHALL BE

MAINTAINED BY THE MUNICIPALITY OR BY THE PRIVATE OWNER AT NO

COST OR EXPENSE TO THE TOWN OR COUNTY.

3. THE PORTION OF A DRIVEWAY OR PRIVATE ROAD CONSTRUCTED OR

ADJUSTED UNDER THE PROJECT BETWEEN THE EDGE OF THE TRAVEL

LANE AND THE OUTSIDE EDGE OF THE SHOULDER, OR GUTTER LINE,

SHALL BE MAINTAINED BY THE TOWN OR COUNTY. THE REMAINING

PORTION OF THE DRIVEWAY OR PRIVATE ROAD SHALL BE MAINTAINED

BY THE OWNER(S).

4. THE PORTION OF THE WINGWALLS OUTSIDE OF THE HIGHWAY

BOUNDARY WILL BE MAINTAINED BY THE TOWN OF

CROWN POINT.

GRIDNORTH

MAINTENANCE JURISDICTION PLAN

BRADFORD HILL ROAD

MJP-01

51 6 5 62

5 64

P U T N A

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F L O

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F L O

W P U T N A

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MIDDLE ROAD

MIDDLE ROAD MIDDLE ROAD

MIDDLE ROAD

B R

A D F O

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:5 m sc h ic k

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F

IL

E N

A M

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U S

E R

D A

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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:

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ORIGINAL SURFACE

SUBGRADE SURFACE

C OR F

C OR F

C

F

C

C

SUBGRADE SURFACE

ORIGINAL SURFACE

C

C

C AND/OR C

CUT SECTION FILL SECTION

DEFINITIONS:

C - EXCAVATION FOR REQUIRED BENCHING, (BOTH LONGITUDINAL AND TRANSVERSE).

C - EXCAVATION FOR SUBGRADE IMPROVEMENT.

C - EXCAVATION FROM CUT SLOPE NECESSARY TO PLACE SLOPE PROTECTION.

C - PORTION OF CUT ASSUMED TO BE EARTH SUITABLE FOR EMBANKMENT CONSTRUCTION, EXCLUDING C AND C .

T - (C + C + C + C ) TOTAL EARTH EXCAVATION ASSUMED SUITABLE FOR EMBANKMENT CONSTRUCTION.

C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) IN CUT.

C - EXCAVATION OF TOPSOIL (UNSUITABLE MATERIAL) UNDER EMBANKMENT.

C - EXCAVATION OF UNSUITABLE MATERIAL IN CUT: SWAMP OR DUMP

C - EXCAVATION OF UNSUITABLE MATERIAL BENEATH EMBANKMENT: SWAMP OR DUMP

T - (C + C + C + C ) TOTAL EXCAVATION ASSUMED UNSUITABLE FOR EMBANKMENT CONSTRUCTION.

C - PORTION OF CUT ASSUMED TO BE ROCK, INCLUDING C IF APPLICABLE.

C - (T + T + C ) TOTAL EXCAVATION.

DEFINITIONS:

B

G

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E EB G P

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X

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U A S X O

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T E U R

G

B

S

T B S

E E R R

F - FILL REQUIRED TO REPLACE BENCHES.

F - FILL REQUIRED TO REPLACE TOPSOIL REMOVED BENEATH EMBANKMENTS.

F - FILL REQUIRED TO COMPLETE EMBANKMENT TO SUBGRADE SURFACE AND SIDE-SLOPES

AFTER FOUNDATION IS PREPARED.

F - (F + F + F) TOTAL FILL REQUIRED.

T - (T x F + C x F ) THE VOLUME WHICH THE SUITABLE EXCAVATED MATERIAL

COULD OCCUPY IN EMBANKMENT.

F - SHRINKAGE FACTOR FOR EARTH

F - SWELL FACTOR FOR ROCK

E

R

A

A

X

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G

P

O S S

B B

NOTES:

ACCORDING TO THE SPECIFICATIONS GOVERNING THIS PROJECT.

ENCOUNTERED DURING THE ACTUAL WORK, WILL BE HANDLED

SIGNIFICANT DIFFERENCE FROM THIS REPRESENTATION, WHEN

AND QUALIFY THE NATURE OF THE WORK TO BE PERFORMED.

CONSTRUED AS BEING EXACT. THEY ARE INTENDED TO QUANTIFY

PURPOSE OF PREPARING AN ESTIMATE. THEY ARE NOT TO BE

THESE TABLES ARE ESTIMATED, AND ARE PROVIDED FOR THE

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT

203.03 EMBANKMENT IN PLACE

203.02 UNCLASSIFIED EXCAVATION AND DISPOSAL

SOURCE

EXCAVATION

T C T C F

ITEM ITEM

203.02 203.03

E R U T T

SUMMARY OF EARTHWORK

(ITEMS 203.02 AND 203.03 ONLY)

ROADWAY 39372333

TOTALS 372 39333

EARTHWORK SUMMARY SHEET

BRADFORD HILL ROAD

ESS-01

(REPUTED OWNER)

ESTELLA B. DWYER

128.1-3-1.000

BOOK 1392, PAGE 168

(REPUTED OWNER)

DONALD MORSE

P U T N A

M C

R E E K

P U T N A

M C

R E E K

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B 9+78 .93

PT

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BRIDGE

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

128.1-3-1.000

BOOK 1392, PAGE 168

(REPUTED OWNER)

DONALD MORSE

TM# 128.6-5-19.000

BOOK 2091, PAGE 80

(REPUTED OWNER)

ANTHONY GIANTI

2' WIDE STONE WALL

T M

.6

.0

B O

O K

P A

G E

R

E P

U T

N E

R

A N

T H

O

N T I

TM# 128.6-4-4.000

BOOK 573, PAGE 189

(REPUTED OWNER)

ESTELLA B. DWYER

2' WIDE STONE WALL

-J

U L

-2

:5 m sc h ic k

BRIDGES CULVERTSPIN

COUNTY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

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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,…