Plans.pdf

PDF 5 MB Posted Mar 15, 2024

Attached to: Cranes Hollow Road Bridge
Solicitation number: 04-24
Issued by: Montgomery County, New York

About this file

Written by GovTribe AI · Apr 5, 2024

This document contains plans for the replacement of the Cranes Hollow Road (CR 2) bridge over the Evans Kill in the Town of Amsterdam, Montgomery County, New York. The project is being procured by the Montgomery County Department of Public Works. The plans include details on the proposed precast concrete hollow slab bridge superstructure, abutments and wingwalls, site excavation and embankment, and maintenance and protection of traffic during construction. The project has a contract term of 150 days.

The procurement is not designated as a Service-Disabled Veteran-Owned Set Aside. No identical or substantially similar procurement contracts have been awarded to business entities within the past five years. The plans indicate that the project funding source is Montgomery County, but do not provide any specifics on pricing terms, amounts, or other financial details.

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PREPARED BY

LATHAM, NEW YORK 12110

40 BRITISH AMERICAN BLVD

PREPARED FOR

EDWIN K. TWISS, JR., P.E. NO. 080650

PROJECT LOCATION MAP

COMMISSIONER OF PUBLIC WORKS

ERIC M. MEAD

DEPARTMENT OF PUBLIC WORK

MONTGOMERY COUNTY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

BRIDGE REPLACEMENT PLANS FOR

RFP 04-24

FEBRUARY 2024

COUNTY OF MONTGOMERY, NEW YORK

TOWN OF AMSTERDAM

BIN 3310320

M W

W N

G E

K T

K A

J R

L E

K T

E K

T E

K T

E N

A M

U S

E R

D A

T E

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

EMH

GSB

HYD

LPG

SMH

TCB

TELBOX

TEL P

TMH

CTV

WSB

AHEAD

AZIMUTH

BACK

BASELINE

BEARING

CENTERLINE

CURVE TO SPIRAL

SUPERELEVATION RATE (CROSS SLOPE)

EQUALITY

EXTERNAL

HORIZONTAL CONTROL LINE

HEADLIGHT SIGHT DISTANCE

LENGTH OF CIRCULAR CURVE

LENGTH OF SPIRAL

LENGTH OF VERTICAL CURVE

CENTER CORRECTION OF VERTICAL CURVE

MAIN LINE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT ON LINE

PASSING SIGHT DISTANCE

POINT OF TANGENT

POINT OF VERTICAL CURVE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENT

RADIUS

SPIRAL TO CURVE

STOPPING SIGHT DISTANCE

SPIRAL TO TANGENT

STATION

TANGENT LENGTH

THEORETICAL GRADE LINE

TANGENT TO SPIRAL

VERTICAL CURVE

ELECTRIC

ELECTRIC MANHOLE

GAS

GUY POLE

GAS SERVICE BOX (HOUSE LINE)

GAS VALVE (MAIN LINE)

HYDRANT

LIGHT POLE

LOW PRESSURE GAS

POWER POLE

SANITARY SEWER

SANITARY MANHOLE

STORM SEWER

TELEPHONE

TRAFFIC CONTROL BOX

TELEPHONE BOX

TELEPHONE POLE

TELEPHONE MANHOLE

CABLE TELEVISION

WATER

WATER SERVICE BOX (HOUSE LINE)

WATER VALVE (MAIN LINE)

ALIGNMENT

SUBSURFACE EXPLORATION

HAND AUGER

DRILLING MUD

HOLLOW FLIGHT AUGER

POWER AUGER

PROBE

PERCOLATION TEST HOLE

TO BE DEFINED AT THE TIME OF EXPLORATION

SEISMIC POINT

TEST PIT

BRIDGE

CUT

DAM

FILL

CULVERT

WALL

IS MADE

BE DEFINED AT THE TIME THE EXPLORATION

TO BE USED IF ONE OF THE ABOVE CANNOT

ABUT

AOBE

ASPH

BDY

BLDG

CONC

CONST

DWY

GAR

HWY

MON

N&W

O/H

PAV'T

PED POLE

POR

RTE

ROW

FEE WO/A

ABUTMENT

AS ORDERED BY ENGINEER

ASPHALT

BOUNDARY

BUILDING

BENCH MARK

CENTER TO CENTER

CONCRETE

CONSTRUCTION

COUNTY ROAD

DEED DISTANCE

DIRECT MEASUREMENT

DRIVEWAY

EDGE OF PAVEMENT

EDGE OF SHOULDER

FENCE POST

FOUNDATION

FENCE LINE

GARAGE

GRAVEL

HOUSE

HIGHWAY

IRON PIN OR IRON PIPE

MAILBOX

MONUMENT

NAIL AND WASHER

ORIGINAL GROUND

OVERHEAD

PARCEL

PAVEMENT

PERMANENT EASEMENT

PEDESTRIAN POLE

PROPERTY LINE

PORCH

RAILROAD

ROUTE

RIGHT OF WAY

TOPOGRAPHY (MISCELLANEOUS)

SHLDR

RETAINING WALL

STATE HIGHWAY

SHOULDER

BOTTOM OF BANK (STREAM)

BOTTOM OF CURB

BOTTOM OF OPENING

CORRUGATED ALUMINUM PIPE

CATCH BASIN

CAST IRON PIPE

CENTERLINE OF STREAM

CORRUGATED METAL PIPE

CONCRETE PIPE

CAP

CIP

CMP

CORRUGATED STEEL PIPE

CULVERT

DIAMETER

DRAINAGE MANHOLE

DRAINAGE STRUCTURE PIPE

DITCH CROSSING

EXTREME HIGH WATER

ELEVATION

EXTREME LOW WATER

END SECTION

HEADWALL

INVERT

MANHOLE

MEAN HIGH WATER

ORDINARY HIGH WATER

ORDINARY LOW WATER

REINFORCED CONCRETE PIPE

TOP OF BANK (STREAM)

TOP OF CURB

TOP OF GRATE

VITRIFIED CLAY PIPE

CSP

CULV

DIA

DMH

D'XING

EHW

ELEV

ELW

INV

MHW

OHW

OLW

RCP

VCP

SPK

STK

STY

U/G

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

BRG

EXT

HCL

HSD

LVC

E f

POL

PSD

PVC

PVI

PVT

SSD

STA

TGL

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR. DESCRIPTION

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2¼ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRMc

SQUARE FEET

GALLON

mi lb LB

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

INDEX

DESCRIPTION DRAWING NUMBER

NUMBER

SHEET

TOTAL NUMBER OF SHEETS 34

QUAN-1

MSD-1

RLG-4

RLG-3

RLG-2

RLG-1

ST-17

ST-16

ST-15

ST-14

ST-13

ST-12

ST-11

ST-10

ST-9

ST-8

ST-7

ST-6

ST-5

ST-4

ST-3

ST-2

ST-1

MPP-1

TYP-1

GEN-1

BLT-1

ECD-1

MST-1

GNN-1

LEG-2

LEG-1

INDEX

COVER

ESTIMATE OF QUANTITIES

MISCELLANEOUS DETAILS

BRIDGE RAIL DETAILS (4 OF 4)

BRIDGE RAIL DETAILS (3 OF 4)

BRIDGE RAIL DETAILS (2 OF 4)

BRIDGE RAIL DETAILS (1 OF 4)

RAILING LAYOUT PLAN

ELASTOMERIC BEARING DETAILS

APPROACH SLAB DETAILS

PRESTRESSED VOIDED SLAB UNIT DETAILS

TRANSVERSE SECTION AND BEAM LAYOUT

WINGWALL REINFORCEMENT ELEVATIONS, SECTIONS, AND DETAILS

NORTH ABUTMENT REINFORCEMENT PLAN

NORTH ABUTMENT PLAN AND ELEVATION

SOUTH ABUTMENT REINFORCEMENT PLAN

SOUTH ABUTMENT PLAN AND ELEVATION

PILE LAYOUT PLAN

EXCAVATION AND EMBANKMENT SECTIONS (2 OF 2)

EXCAVATION AND EMBANKMENT SECTIONS (1 OF 2)

EXCAVATION AND EMBANKMENT PLAN (2 OF 2)

EXCAVATION AND EMBANKMENT PLAN (1 OF 2)

PROFILE

PLAN AND ELEVATION

MAINTENANCE AND PROTECTION OF TRAFFIC PLAN

TYPICAL SECTIONS

GENERAL PLAN

BASELINE TIES

EROSION AND SEDIMENT CONTROL DETAILS

MISCELLANEOUS TABLES

GENERAL NOTES

LEGEND (2 OF 2)

LEGEND (1 OF 2)

INDEX AND ABBREVIATIONS

COVER

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, 3310320

N/A

TOWN OF AMSTERDAM

RFP 04-24

INDEX AND ABBREVIATIONS INDEX

MONTGOMERY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CBPR

DCP

DCP_P

DDG_P

DDP_P

DDS_P

DFL_P

EBLHS

ECT

EDMC

CURTAIN, TURBIDITY

FLOW LINE

DITCH, STONE LINED

DITCH, PAVED INVERT

DITCH, GRASS LINED

CULVERT PIPE (DIR)

CULVERT PIPE

BASELINE

BASELINE, PROJECTION

SHEET PILING

EFNS

EFNV

EWAA_P

EWFS

EWM

EWS WETLAND, STATE

WETLAND, MITIGATION AREA

WETLAND, FEDERAL

WETLAND, ADJACENT AREA

FENCE, VEGETATION

FENCE, SILT

EDMEC_P

EDMPC_P

EDMSC_P

LABL

LAHR

LAPB

LAWA

LAWE

LFILL_P

LFNC

LTRC

LTRD

LWR

LWS

AREA, BRUSH LINE

AREA, HEDGE ROW

AREA, PLANTING BED

AREA, WATERS EDGE

FILL LIMIT

FENCE

TREE ROW, CONIFEROUS

WALL, RETAINING

TREE ROW, DECIDUOUS

WALL, STONE

MDL

MEE

HIGHWAY BOUNDARY

EASEMENT, EXISTING

DEED LINE

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

TRANSITION CONTROL

SIGNS

SSO

SSOC

MULTIPLE POST

STRUCTURE, OVERHEAD

RRS RUMBLE STRIP

DSSD SLOTTED DRAIN

STB*

EWF

STYLE NAME DESCRIPTION

BRIDGE

BR RAIL

BSHT

FENCE, SILT & VEGETATIONEFNSV

WETLAND, FEDERAL AND STATE

SBLB BILLBOARDS

STRUCTURE, OVHD. CANTILEVER

DESCRIPTIONNAMESTYLE

AREA, WOODED AREA OUTLINE

LWH WALL, H PILE

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

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

ROADWAY

DESCRIPTIONNAMESTYLE

GUIDE RAIL, MISCELLANEOUS

RGB GUIDE RAIL, BOX BEAM

RGBM GUIDE RAIL, BOX BEAM, MEDIAN

RGC GUIDE RAIL, CABLE

RGCB GUIDE RAIL, CONCRETE BARRIER

GUIDE POST

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, LARGE SCALE

RAIL, PHOTO, SMALL SCALE

RAIL, SURVEY, LARGE SCALE

RRSSS RAIL, SURVEY, SMALL SCALE

RGP_P

DOUBLE BROKEN LINESTDB*

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

SOLID, EDGE

X WALK, LADDER LINE

* = W (WHITE) OR Y (YELLOW)

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

UTILITIES

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

FEE ACQUISITION, W/ ACCESS

BALE, STRAW

LCUT_P CUT LIMIT

STYLE NAME DESCRIPTION

UPGW

STSE*

RCZ_P

BARRIER, TEMPORARY

TRAFFIC WORK ZONE

TWZBT_P

CHANNELIZING DEVICETWZCD_P

TWZPMRC_P

TWZBTWL_P

MHA HISTORICAL, ACQUISITION

MFWOA_P FEE ACQUISITION, W/O ACCESS

CLEAR ZONE

UNDERDRAINDUD_P

STXLB X WALK, LADDER BAR LINE

EDMGSC_P

LIGHTS

BARRIER, TEMPORARY, W/ WARNING

COVERING

PAVEMENT MARKING REMOVAL OR

STXL

DAM, COFFER

DAM, EARTHEN CHECK

DAM, GRAVEL BAG/SAND BAG CHECK

DAM, PREFABRICATED CHECK

DAM, STONE CHECK

NOT HAVE CORRESPONDING EXISTING FEATURES.

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

TRAVEL WAY) AND SHOULD BE LABELED ON THE PLANS.

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

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

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

SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE 4.

CORRESPONDING PROPOSED FEATURES.

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

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

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

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

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, 3310320

N/A

LEGEND (1 OF 2) LEG-1

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

CBP

CBPOL

CBSP

CBTP

ACC

ACOGO

ACS

AEQN

AEQNAHD

AEQNBK

AEVT

APC

APCC

API

APOB

APOC

APOE

APOL

APOS

APOT

APOVC

APOVT

APORC

APT

APVC

APVCC

APVI

APVRC

APVT

ASC

ASPI

ASTS

ATS

AST

AVEVT

AVHIGH

AVLOW

CENTER OF CURVATURE

COGO

CURVE TO SPIRAL

EQUATION

EQUATION AHEAD

EQUATION BACK

EVENT STATION

SPIRAL TO CURVE

SPIRAL TO SPIRAL

SPIRAL TO TANGENT

TANGENT TO SPIRAL

ALIGNMENT

DINV

BRIDGE, SCUPPER

STRUCTURE, RECTANGULAR

INVERT

TRAP, SEDIMENT

WETLAND FLAG

DRILL HOLE

ELEVATION, SPOT

FLAG POLE

MAILBOX

PAPER BOX

ROCK, BOULDER

SHRUB, CONIFEROUS

SHRUB, DECIDUOUS

TREE, CONIFEROUS

TREE, DECIDUOUS

TREE, STUMP

SINGLE POST

DELINEATORS

REFERENCE MARKERS

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.

EWFG

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

SDEL

SRM

SANTENNAS

CABINET & PAD

CCTV SITE

CDPD TRANSCEIVER

CELL PHONE TOWER

CONDUIT JACK OR BORING

CONTROLLER CABINET

COMMUNICATION PULL BOX

CONDUIT TURNING DOWN

CONDUIT TURNING UP

DEFAULT

TRANSMITTAL READER

FUSION SPLICE

HAR ADVISORY SIGN

HAR SITE

LOAD CENTER

MECHANICAL SPLICE

PEDESTRIAN SIGNAL HEAD

RAMP METER

SOLAR PANEL

WEIGHT IN MOTION DETECTOR

WIRELESS VIDEO REPEATER

WIRELESS VIDEO RECEIVER

WIRELESS VIDEO TRANSMITTER

PERM. OVERHEAD VMS

PERM. VMS

ACCOU. SPEED/COUNT SNSR.S

IANT P

IASCTS

ICABPAD

ICCTV

ICDPD

ICELLT

ICJB

ICNTLCAB

ICPB

ICTD

ICTU

ICVTRT

IEZR

IEZTR

IFOXCAB

IFUSSPL

IHARADV

IHARST

IMECSPL

IMSCS

IMSCTS

IMT

IOVHVMS

IPASCS

IPEDS

IPSS

IPVMS

IRM

IRWIS

ISP

ISST

ITDB

ITP

IVTRT

IWIMD

IWVR

IWVTT

IWVRC

ILC

ITS

GAS, METER

GAS, MANHOLE

GAS, LINE MARKER

GAS/FUEL PUMP

GAS, VALVE

GAS, VENT

LIGHTING, POLE

LIGHTING, POLE, MEDIAN

LIGHTING, POLE, PED.

MISC. FILLER CAP

OIL, LINE MARKER

TELEPHONE, LINE MARKER

TELEPHONE, MANHOLE

CABLE TV, LINE MARKER

CABLE TV, PULL BOX

UNKNOWN, MANHOLE

UNKNOWN, VALVE

WATER, FIRE HYDRANT

WATER, METER

WATER, MANHOLE

WATER, VALVE

WATER, WELL

UGM

UGMH

UGLM

UGP

UGV

UGVT

ULP

ULPM

ULPP

UMFC

UOLM

UPD

UPL

USMH

UTB

UTLM

UTMH

UTVPB

UUJB

UUMH

UUVL

UWFH

UWM

UWMH

UWV

UWW

SPM PARKING METER

SPREAD SPECT. TRANSCEIVER

TELEPHONE DEMARCATION BLK

SUBSURFACE TEMP. PROBE

MICRO SPEED & COUNT SENSOR

STR., INLET PROT., GRAVEL BAG

STR., INLET PROT., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

"XX" = 48, 60, 72, 96

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

U UUW UNKNOWN, WELL

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.

EASEMENT, PERM., SHAPE

DEED LINE, TYPE 1

DEED LINE, TYPE 2

DEED LINE, TYPE 3

DEED LINE, TYPE 4

DEED LINE, TYPE 5

EASEMENT, EXISTING

EASEMENT, PERM., APPROX.

BOX, JUNCTION

BOX, PULL BOX

BOX, SPLICE

MICROCOMPUTER CABINET

PED POLE

SIGNAL HEADS

SIGNAL POLE

ROW MAPPING

MDL1P

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBCP

MHBP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TRAFFIC CONTROL

TCBJ

TCBP

TCMC

TCPP

TCSH

TCSP

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

MJCP PT., JURIS. CITY

PT., CROSS CUT

TCBS

UTILITIES

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

DSMTXX_P

MEPAP_P

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIOP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ETRS_P

ADPI_P

ADPL_P G

CDPD

IDEFAULT

EZ-T

VMS

PVMS

R M

RWIS

WVR

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

POINT OF C0MPOUND CURVATURE

POINT OF CURVATURE

POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF CURVATURE

POINT OF END

POINT ON LINE

POINT ON SPIRAL

POINT ON TANGENT

POINT ON VERTICAL CURVE

POINT ON VERTICAL TANGENT

POINT ON REVERSE CURVE

POINT OF TANGENCY

POINT OF VERTICAL CURVATURE

POINT OF VERT. CMPND CURVE

POINT OF VERT. INTERSECTION

POINT OF VERT. REVERSE CURVE

POINT OF VERTICAL TANGENCY

SPIRAL POINT OF INTERSECTION

VERTICAL EVENT POINT

VERTICAL HIGH POINT

VERTICAL LOW POINT

BASELINE, POINT

BASELINE, POINT ON LINE

BASELINE, SPUR POINT

BASELINE, TIE POINT

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

RFM

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

FEE ACQUISITION, SHAPE

A MHBAP

MPBC PT., BUILDING CORNER

DESCRIPTIONNAMECELL

POLE, WITH UTILITY

POLE, DEAD (NO UTILITY)

POLE, WITH LIGHT

SANITARY SEWER MANHOLE

TELEPHONE, BOOTH

DSI STRUCTURE, INVERT

DSM STRUCTURE, MANHOLE

DSR STRUCTURE, ROUND

DST"X"CB P

TYPE "XX"

STRUCTURE, MANHOLE,

STRUCTURE, RECT., TYPE "X"

TYPE "X"

STRUCTURE, RECT., WITH CURB

DST"X" P

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

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

CELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

MEPS_P_T EASEMENT, PERMANENT

METS_P_T EASEMENT, TEMPORARY

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

FEE ACQUISITION W/O ACCESS

FEE

FEE ACQUISITION

BRIDGE

CONTROL

TRAFFIC WORK ZONE

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

TWZBCD_P

GUIDE RAIL, ANCHOR

GUIDE POST, SINGLE

ROADWAY

RES P

RGA

RGP

ELEVATION, SPOT

SIGNS

TWZCMS_P CHANGEABLE MESSAGE SIGN (PVMS)

TWZFLG_P FLAGGER

TWZFT_P FLAG TREE

TWZIA_P

CRASH CUSHION (TEMPORARY)

IMPACT ATTENUATOR /

TWZSDT_P

TWZAP_P ARROW PANEL

TWZAPC_P ARROW PANEL, CAUTION MODE

TWZAPT_P ARROW PANEL, TRAILER OR SUPPORT

TWZWVA_P

SYMBOL, DIRECTION OF TRAFFIC

TWZSDTD_P

TRAFFIC DETOUR

SYMBOL, DIRECTION OF TEMPORARY

LUMINAIRE (TEMPORARY)

TWZSGN_P SIGN (TEMPORARY)

TWZSIG_P

(TEMPORARY)

SIGNAL, TRAFFIC OR PEDESTRIAN

TWZWL_P WARNING LIGHT

TWZWV_P WORK VEHICLE

MOUNTED ATTENUATOR

WORK VEHICLE WITH TRUCK

BARRICADE (TYPE III)

TWZLUM_P

CPBM BENCHMARK

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

POINT, VERT., PHOTOGRAMMETRYCPSV

CPSM

CPH

DRAINAGE

S_P

SB_P

v CORRESPONDING PROPOSED FEATURES.

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

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

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

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

v (FEATURES.

v (ONLY AND DO NOT HAVE CORRESPONDING EXISTING

6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED

v SHOULD BE LABELED ON THE PLANS.

v (PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND v (DO NOT HAVE A UNIQUE SYMBOLOGY (SUCH AS THE

5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET

v (ON B SIZE DRAWINGS).

v (WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in v (FEATURE SYMBOLOGY EXCLUDING LINE WEIGHT. LINE

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING

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, 3310320

N/A

LEGEND (2 OF 2) LEG-2

ON:

AFFIX SEAL:

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

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ITEM 203.03 - EMBANKMENT IN PLACE.

PLACE MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR

THE COST OF WATER USED FOR COMPACTION OF EMBANKMENT IN 4.

ITEM 203.21 - SELECT STRUCTURE FILL.

STRUCTURAL FILL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR

THE COST OF WATER USED FOR COMPACTION OF THE SELECT 3.

THE VERTICAL PAYMENT LINE.

ITEM 203.21, SHALL BE PLACED SIMULTANEOUSLY, ON BOTH SIDES OF

EMBANKMENT IN PLACE, ITEM 203.03 AND SELECT STRUCTURE FILL, 2.

PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY.

MAXIMUM TOPSIZE), THE EMBANKMENT SHALL BE COMPACTED TO 95

WHEN PILES ARE TO BE PLACED THROUGH THE EMBANKMENT (6 INCHES 1.

FOUNDATION NOTES:

BACKWALL.

FACE OF ABUTMENTS, TOP OF ABUTMENTS, AND THE EXPOSED TOP OF

CONCRETE: EXPOSED FACES OF WINGWALLS, TOP OF WINGWALLS, FRONT

TO ITEM 559.02 - PROTECTIVE SEALING OF NEW STRUCTURAL

THE FOLLOWING CONCRETE ELEMENTS SHALL BE SEALED ACCORDING 3.

ITEMS IN THE CONTRACT.

BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS CONCRETE

CONSTRUCTION JOINTS, CONTRACTION AND EXPANSION JOINTS SHALL

THE COST OF ALL JOINT MATERIAL AND WATERSTOPS AT CONCRETE 2.

IN THE UNIT PRICE BID FOR THE APPROACH SLAB ITEM.

ABUTMENTS. THE CONTRACTOR SHALL INCLUDE COSTS FOR THIS WORK

ON THE TOP OF THE BACKWALLS OF FIXED AND EXPANSION

728-06, SHALL BE PLACED yOF SHEET GASKET (TREATED BOTH SIDES), TOP OF BACKWALLS SHALL BE STEEL TROWEL FINISHED. TWO SHEETS 1.

SUBSTRUCTURE NOTES:

RECORD PLANS FOR THIS STRUCTURE ARE NOT AVAILABLE.4.

BEGINNING THE DEMOLITION.

SHALL BE SUBMITTED TO THE ENGINEER THIRTY (30) DAYS PRIOR TO

SEALED BY A REGISTERED NEW YORK STATE PROFESSIONAL ENGINEER,

SPECIFICATIONS - CONSTRUCTION AND MATERIALS. A REMOVAL PLAN,

- GENERAL AND SAFETY REQUIREMENTS, OF THE NYSDOT STANDARD

202-3.01 ySUPERSTRUCTURE REMOVAL SHALL MEET THE PROVISIONS OF 3.

202.120001 REMOVING EXISTING SUPERSTRUCTURES.

EXISTING SUPERSTRUCTURE SHALL BE REMOVED UNDER ITEM 2.

SUBSTRUCTURES.

SHOWN IN THE PLANS UNDER ITEM 202.19 - REMOVAL OF

EXISTING SUBSTRUCTURES SHALL BE REMOVED WITHIN THE PAY LIMITS 1.

REMOVAL NOTES:

ITEM 563.030001MC - PRESTRESSED CONCRETE HOLLOW SLAB UNITS

ITEMS:

ENGINEER FOR APPROVAL FOR THE FOLLOWING PRESTRESSED CONCRETE

NYSDOT PRESTRESSED CONCRETE CONSTRUCTION MANUAL (PCCM) TO THE

SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH THE 2.

SHALL NOT EXCEED 50% OF TOTAL NUMBER OF STRANDS.

STANDS (DESIGN DEBONDING AND CRACK CONTROL DEBONDING COMBINED)

OF 6 INCHES FROM ENDS OF BEAMS. TOTAL NUMBER OF DEBONDED

MAY PROPOSE DEBONDING OF PRETENSIONING STRANDS FOR A MAXIMUM

TO REDUCE THE TENDENCY FOR BEAM ENDS TO CRACK, THE CONTRACTOR 1.

PRESTRESSED CONCRETE BEAM NOTES:

BARRIER-TYPE MEANS TO THE SATISFACTION OF THE EIC.

SPRAYED FROM THE WATERWAY BY THE USE OF TARPS OR OTHER

ROLLING THE SEALER OR BY PHYSICALLY ISOLATING THE AREA TO BE

PREVENT SPRAYED SEALER FROM ENTERING THE WATERWAY BY

CONTAMINATION OF THE WATERWAY. CARE SHALL BE TAKEN TO

SUCH AS SCUPPERS OR OPEN DRAINS SHALL BE COVERED TO PREVENT

IN THE SURFACE OF THE BRIDGE DECK OR IN THE WALKING SURFACE,

SPILLS. PRIOR TO THE APPLICATION OF THE SEALER, ANY OPENINGS

IMMEDIATE USE MATERIALS TO SOAK UP OR CONTAIN ANY ACCIDENTAL

THE WATERWAY. THE CONTRACTOR SHALL HAVE AVAILABLE FOR

SHALL OCCUR IN A MANNER THAT WILL PREVENT CONTAMINATION OF

REQUIRE MIXING OF THE SEALER PRIOR TO APPLICATION, MIXING

WATERWAY BY THE SEALER. IF THE MANUFACTURER'S INSTRUCTIONS

CARE SHALL BE TAKEN TO PREVENT CONTAMINATION OF THE 4.

SUBMISSION.

EACH SUBMISSION WILL BE ALLOWED UPON RECEIPT OF THE

DAYS PER PLACEMENT DRAWING, WITH A MINIMUM OF 15 DAYS FOR

CONSTRUCTION AND MATERIALS SHALL APPLY. A REVIEW TIME OF TWO

BARLIST PROVIDED, OF THE NYSDOT STANDARD SPECIFICATIONS -

557-3.17 - NO ySLABS, AND/OR SIDEWALKS. THE PROVISIONS OF

BARLISTS ARE NOT PROVIDED FOR SUPERSTRUCTURE SLABS, APPROACH 3.

OVERLAYS.

OF STRUCTURAL CONCRETE ON NEW BRIDGE DECKS AND BRIDGE DECK

BE SEALED IN ACCORDANCE WITH ITEM 559.01 - PROTECTIVE SEALING

TOP SURFACES OF NEW BRIDGE DECKS AND APPROACH SLABS SHALL 2.

ITEM 568.70 - TRANSITION BRIDGE RAILING

ITEM 568.51 - STEEL BRIDGE RAILING (FOUR RAIL)

RAILING AND/OR TRANSITION BRIDGE RAILING ITEMS:

SHOP DRAWING SUBMITTALS ARE REQUIRED FOR THE FOLLOWING BRIDGE 1.

SUPERSTRUCTURE SLAB NOTES:

DOCUMENTS.

PROVISION SECTION OF THE SPECIFICATIONS AND CONTRACT

MATERIAL TESTING SHALL BE IN ACCORDANCE WITH THE TECHNICAL

THE SPECIFICATION TO THE CONTRACTOR AND THE ENGINEER.

TESTS, AND A STATEMENT OF COMPLIANCE OR NON -COMPLIANCE OF

REPORT DESCRIBING THE TESTS PERFORMED, THE RESULTS OF SUCH

STANDARDS. THE TESTING LABORATORY SHALL SUBMIT A WRITTEN

TESTING SHALL CONFORM TO THE APPLICABLE ASTM, AND NYSDOT

INDEPENDENT TESTING LABORATORY APPROVED BY THE ENGINEER.

ALL MATERIALS. TESTING OF MATERIALS SHALL BE PERFORMED BY AN

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF TESTING 5.

DESIGN LIVE LOAD: AASHTO HL - 93.4.

MAINTENANCE MANUAL FOR ROADWAYS AND BRIDGES.

GUIDELINES CONTAINED IN THE CURRENT VERSION OF THE AASHTO

THIS BRIDGE SHALL BE MAINTAINED IN ACCORDANCE WITH THE 3.

OF JANUARY 1, 2024.

CONSTRUCTION AND MATERIALS WITH ALL PROVISIONS IN EFFECT AS

CONSTRUCTION SPECIFICATIONS: NYSDOT STANDARD SPECIFICATIONS - 2.

AND DECK SLABS AT 28 DAYS: f'c = 3,000 psi.)

PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES

WITH ALL PROVISIONS IN EFFECT AS OF DECEMBER 2023 (FOR DESIGN

DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS 1.

GENERAL NOTES:

DOWNSTREAM.

PROTECT AND MAINTAIN WATER RIGHTS AND TO SUSTAIN FISH LIFE

SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO

THE CONTRACTOR USES WATER FROM A STREAM, THE CONTRACTOR

POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF

OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME

STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR

STREAMS. THE CONTRACTOR SHALL NOT RETURN DIRECTLY TO A

MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH

DEBRIS, SEDIMENT, OR OTHER FOREIGN MATERIAL, OR FROM

TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY

CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT OR REDUCE

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL 1.

STREAM PROTECTION NOTE:

OBSERVED ELEVATION RATHER THAN A COMPUTED ONE.

CONSTRUCTION SEASON FOR MORE THAN 25% OF THE TIME. IT IS AN

THE NORMAL LOW WATER ELEVATION PREVALENT DURING ONE

LOW WATER IS ESTIMATED TO BE 94.00. THIS WATER ELEVATION IS 3.

IS USUALLY AN OBSERVED ELEVATION RATHER THAN A COMPUTED ONE.

IS ALWAYS LESS THAN THE ORDINARY HIGH WATER ELEVATION AND IT

DURING ONE CONSTRUCTION SEASON (OTHER THAN MAJOR FLOODS). IT

THE HIGHEST SURFACE WATER ELEVATION LIKELY TO BE ENCOUNTERED

ORDINARY WATER IS ESTIMATED TO BE 94.25. THIS IS DEFINED AS 2.

YEARS.

WHICH IS THE FLOOD THAT HAS A RECURRENCE INTERVAL OF 2.33

AS THE WATER SURFACE ELEVATION FOR THE MEAN ANNUAL FLOOD,

ORDINARY HIGH WATER IS ESTIMATED TO BE 94.50. THIS IS DEFINED 1.

STREAM NOTES:

SUBMIT THE CHANGES TO THE OWNER FOR REVIEW AND APPROVAL.

COFFERDAM SYSTEM CALLED FOR IN THE PLANS, THE ENGINEER SHALL

SHOULD FIELD CONDITIONS REQUIRE A CHANGE IN THE TYPE OF 3.

INCLUDED IN THE UNIT PRICE BID FOR THE COFFERDAM ITEM.

EXCAVATION, REGARDLESS OF THE SOURCE OF WATER, SHALL BE

WHEN A COFFERDAM IS USED, THE COST OF DEWATERING THE ENTIRE 2.

BE FURNISHED AND PLACED AT NO COST TO THE OWNER.

NECESSARY TO KEEP WATER FROM ENTERING THE EXCAVATION SHALL

COFFERDAM, ANY REQUIRED EXTENSIONS TO THE COFFERDAM

EXISTING EARTH ADJACENT TO AN EXCAVATION REQUIRING A

SHOULD THE CONTRACTOR ELECT TO LAY BACK A PORTION OF THE 1.

COFFERDAM NOTES:

COMPLETED.

CONSTRUCTION OR REMOVE AND REMOUNT IT AFTER CONSTRUCTION IS

PLATE ATTACHED, THE CONTRACTOR SHALL PROTECT IT DURING

IF THE STRUCTURE HAS A BRIDGE IDENTIFICATION NUMBER (B.I.N.) 7.

APPROPRIATE ITEMS IN THE CONTRACT.

DEVICES SHALL BE INCLUDED IN THE UNIT PRICE BID USING THE

DISPOSING OF ALL PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE

THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND 6.

NO COST TO THE OWNER.

BRIDGE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AT

ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE 5.

OF ENVIRONMENTAL CONSERVATION.

CONTRACTOR RECEIVES PERMISSION FROM THE NEW YORK DEPARTMENT

SUPERSTRUCTURE AND SUBSTRUCTURE IS PROHIBITED UNLESS THE

STREAM WORK RELATED TO THE REMOVAL OF THE EXISTING

SHALL BE STOPPED UNTIL ADEQUATE PROTECTION IS PROVIDED. IN

ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK

PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF

DROPPING OF MATERIAL. PLATFORMS, NETS, SCREENS OR OTHER

THE BRIDGE EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE

WASTE CONCRETE, DEBRIS, AND OTHER MATERIAL TO THE AREA BELOW

DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT DROP 4.

PRICE BID FOR THOSE ITEMS.

TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT

AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL AREA AND

WHEN ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED 3.

CONTRACTOR.

SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE

DAMAGED MATERIALS SHALL BE REPAIRED OR REPLACED IN A MANNER

PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE OWNER, THE

CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO REMAIN IN

REMAIN THE PROPERTY OF THE OWNER, WILL NOT BE DAMAGED. IF THE

MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE TO

THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY 2.

IN ACCORDANCE WITH FIELD CONDITIONS.

AND WORK QUANTITIES. THE CONTRACTOR SHALL PERFORM THE WORK

CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS

OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL FIELD

DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND

DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACT

EXTENT OF RECONSTRUCTION WORK CANNOT BE ACCURATELY

DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT 1.

RECONSTRUCTION NOTES:

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, 3310320

N/A

GENERAL NOTES GNN-1

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

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END ALIGNMENT5011.085170.748+91.68P.T.

(R= 220.0 FT.)

P.I. CURVE 45013.375153.568+31.83P.I.

P.C. CURVE 45012.955136.228+14.53P.C.

CURVE 4

P.T. CURVE 35012.175105.017+83.31P.T.

(R= 120.0 FT.)

P.I. CURVE 35011.695085.567+64.02P.I.

P.C. CURVE 35005.095067.267+44.73P.C.

CURVE 3

P.T. CURVE 24984.125000.936+82.93P.T.

(R= 50.0 FT.)

P.I. CURVE 24982.535004.76+78.24P.I.

P.C. CURVE 24980.135000.656+73.55P.C.

CURVE 2

P.T. CURVE 14961.414968.986+36.76P.T.

(R= 290.0 FT.)

P.I. CURVE 14932.794920.555+81.19P.I.

P.C. CURVE 14924.354864.935+25.63P.C

BEGIN ALIGNMENT4920.514839.595+00P.O.B.

CURVE 1

CRANES HOLLOW ROAD

EASTNORTH

DESCRIPTION

COORDINATES

H.C.L. STATIONH.C.L. POINT

HORIZONTAL CONTROL TABLE

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, 3310320

N/A

MISCELLANEOUS TABLES MST-1

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

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T E

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ADDITIONAL ENVIRONMENTAL PROTECTION NOTES.

SEE GENERAL NOTES SHEET DWG. NO. GNN-1 FOR

NOTE:

OF SOIL SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM.

INSTALLATION OF SILT FENCE, INCLUDING EXCAVATION, BACKFILL, AND COMPACTION 9.

FENCE INSTALLATION:

8. THE FOLLOWING ARE MAXIMUM SLOPE LENGTHS (DISTANCE BETWEEN ROWS) FOR SILT

DISPOSED OF AS UNSUITABLE MATERIAL.

GROUND HEIGHT OR WHEN BULGES DEVELOP IN THE FABRIC. SEDIMENT SHALL BE

SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE ABOVE 7.

SECTIONS SHALL BE WRAPPED AS SHOWN IN THE DETAIL FOR SILT FENCE END WRAPPING.

FOLDED AND STAPLED TO PREVENT SEDIMENT BYPASS, OR THE END POSTS OF TWO

WHERE ENDS OF GEOTEXTILE FABRIC COME TOGETHER, THEY SHALL BE OVERLAPPED AND 6.

FABRIC.

THE FENCE SHALL BE INSTALLED WITH THE POSTS ON THE DOWNSLOPE SIDE OF THE

THE BOTTOM EDGE OF SILT FENCE SHALL BE BURIED A MINIMUM OF 6" BELOW GROUND. 5.

POSTS SHALL BE 48 INCHES.

ON THE DEPARTMENT APPROVED LIST FOR SILT FENCE. THE LENGTH OF SILT FENCE

FOR STEEL. SPACING FOR THE PROVIDED SILT FENCE POSTS SHALL BE AS DESIGNATED

INCHES OR STEEL POSTS SHALL BE "T" OR "U" SHAPE AND 1.33 POUNDS/FEET (MINIMUM)

WOOD POSTS FOR SILT FENCE SHALL HAVE A CROSS-SECTION AREA OF 3.5 SQUARE 4.

OF SILT FENCE SHOULD NOT EXCEED 100 FEET IN LENGTH.

CHANNELIZED FLOW FROM BEING CONVEYED PAST THE ENDS OF THE FENCE. A SECTION

THE ENDS OF A ROW OF SILT FENCE SHALL BE ANGLED UP SLOPE TO PREVENT 3.

THE SEDIMENT CONTAINMENT AREA.

TO PROVIDE ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF

SILT FENCE SHALL BE PLACED A MINIMUM OF 10 FEET FROM THE TOE OF THE SLOPE,

FOR LOCATIONS THAT WARRANT PLACEMENT OF SILT FENCE AT THE BASE OF SLOPES, 2.

MAY BE INSTALLED AT INTERMEDIATE POINTS UP SLOPES AS WELL AS AT THE BOTTOM.

SILT FENCE SHALL BE INSTALLED ON A LINE OF EQUAL ELEVATION (CONTOUR). IT 1.

GENERAL NOTES

PROPERTY LINES, OR TO DELINEATE A RESOURCE.

CONCENTRATED FLOW. DO NOT USE SILT FENCE AS A PERIMETER CONTROL, TO DEFINE

SILT FENCE SHALL NOT BE USED IN OR ACROSS A FLOWING CHANNEL, OR AREAS OF C.

MEASURES, SUCH AS MULCH AND/OR ROLLED EROSION CONTROL FABRIC.

AREAS). SILT FENCES ARE TYPICALLY USED WITH EROSION OR SEDIMENT CONTROL

SILT FENCE (E.G. WETLANDS, PONDS, WATERWAYS OR ENVIRONMENTALLY SENSITIVE

IDENTIFY ONSITE AND OFFSITE RESOURCES THAT NEED TO BE PROTECTED USING THE B.

IMPOUNDING WATER BEHIND THE FENCE SO THAT SEDIMENT FALLS OUT OF SUSPENSION.

THE PRIMARY PURPOSE OF A SILT FENCE IS TO INTERCEPT SEDIMENT LADEN RUNOFF BY A.

APPLICATION NOTES

POSTS DRIVEN 18 INCHES INTO THE GROUND.

AGAINST WELDED WIRE MESH WITH ANCHORED STEEL

*** REINFORCED SILT FENCE IS FABRIC PLACED

GROUND.

TO WOODEN POSTS DRIVEN 18 INCHES INTO THE

** STANDARD SILT FENCE IS FABRIC ROLLS STAPLED

ERODIBLE SOILS.

REQUIRED UNLESS IN SENSITIVE AREAS OR HIGHLY

* FOR SLOPES LESS THAN 5% SILT FENCE IS NOT

EXAMPLE LAYOUT OF SILT FENCE

PLAN

SILT FENCE - TEMPORARY

SECTION A-ASILT FENCE END WRAPPING DETAIL

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, 3310320

N/A

CONTROL DETAILS

EROSION AND SEDIMENT

ECD-1

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

POINT NORTHING EASTING

5121.7000

4936.2400

5059.0600

5016.7300

5145.2875

5000.0000

E = 5000.0000

N = 5000.0000

BL 1 - 12" SPIKE W/ DRILL HOLE

CRANES HOLLOW ROAD

E = 5000.0000

N = 5145.2872

BL 2 - 12" SPIKE W/ DRILL HOLE

CRANES HOLLOW ROAD

CL STA. 8+00

CL STA. 6+00

CL BEARING/CL ROADWAY NORTH ABUTMENT

CL BEARING/CL ROADWAY SOUTH ABUTMENT

BL - 2

BL - 1

NORTH

(ASSUMED)

5012.5900

4944.7600

5002.1300

4986.8600

5000.0000

NORTH

(ASSUMED)

P A

V E

M E N T

E D G E

B O X

B E A

G U

E R A

E E

D S

E E

B O X B

M G

P A

G E

B A S E

N E

B A S E

N E

NG 59

NG 59.5

D S

BL 2

BL 1

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, 3310320

N/A

BASELINE TIES BLT-1

MONTGOMERY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

42.74'

16.80' 15.30'

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

M A C L

A C

H L

A N

O A

(ASSUMED)

EL=100.00'

IN POLE

BM1 RAILROAD SPIKE

P A

VEM

T ED

G E

PAVEMENT EDGE

PAVEMENT E

DGE

PAVEMENT E

DGE

CONCRETE PARAPET

BIN3310320

BOX BEAM GUIDERAIL

E V

A N S

BASEL

INE

CRANES HOLLOW ROAD

EVANS

E V

A N

S K

15" TREE

BRIDGE

WOOD

TRAIL

SMOWMOBILE

SIGN

WOODS

NG 59

NG 58

DITCH

DITCH DITCH

DITCH

DIT

NG 59.5

GWA

SIGN

12" TREE

B-2 B-1

(ASSUMED)

EL=100.38

BL1 DRILL IN SPIKE

(ASSUMED)

EL=100.31

BL2 DRILL IN SPIKE

SIGN

BOX B

EAM G

UIDERAIL

P T

P C

P T

P C

P T

6+00

7+00

8+00

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, 3310320

N/A

GENERAL PLAN GEN-1

MONTGOMERY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

0 10 20 30 40'10

1" = 20'

N O

R T

(A S

S U

M E

L A

N E

T R

A V E L

L A

N E

T R

A V E L

S H L

D R

S H L

D R

UTILITIES (BY OTHERS)

APPROX. LOCATION OF RELOCATED

(BY OTHERS)

RELOCATED

BRIDGE TO BE

SNOWMOBILE

STA. 8+65

PROJECT ENDS

STA. 6+00

PROJECT BEGINS

MEET EXISTING PVMT.

IMPACTS

LIMITS OF STREAMBED

51 LF

627.50140008

DEPTH, ITEM

SAWCUT FULL

C/C BRG.

45'-0" PROPOSED SPAN

B R

E D

E C

K O

U T

/O U

27 LF

627.50140008

DEPTH, ITEM

SAWCUT FULL

PAVEMENT (TYP.)

PROP. EDGE OF

ITEM 404.098301

STRIP (TYP.)

VEGETATION CONTROL

PROP. EDGE OF

TRAVELWAY (TYP.)

PROP. EDGE OF

209.13

TEMPORARY, ITEM

SILT FENCE-

SE QUADRENT, 74 LF

COFFERDAM (TYP.)

CURVE 1

CURVE 2

CURVE 3

ALIGNMENT

PROPOSED HORIZONTAL

45 LF

ITEM 606.63

GUIDE RAILING,

STORE BOX BEAM

REMOVE AND

64 LF

RAILING, ITEM 606.63

BOX BEAM GUIDE

REMOVE AND STORE

57 LF

RAILING, ITEM 606.63

BOX BEAM GUIDE

REMOVE AND STORE

83 LF

RAILING, ITEM 606.63

BOX BEAM GUIDE

REMOVE AND STORE

PLAN

BARRIER REMOVED FOR STORAGE AND/OR DISPOSAL.

CONTRACTOR SHALL COORDINATE WITH THE OWNER ON ANY GUIDE RAIL OR 9.

SEE DWG. NO. MST-1 FOR HORIZONTAL CONTROL TABLE.8.

GUIDERAIL INSTALLATION.

COORDINATE WITH OWNER FOR ANY SIGN REMOVED DURING EXCAVATION OR 7.

FOR BASELINE TIE INFORMATION SEE DWG. NO. BLT-1.6.

FOR TYPICAL ROADWAY SECTION SEE DWG. NO. TYP-1. 5.

CONTOUR INTERVAL = 1 FT. 4.

FOR RAILING DETAILS, SEE DWG. NO. RLG-1 THROUGH RLG-4, AND ST-17.3.

FOR ABUTMENT DETAILS, SEE DWG. NO. ST-8 THROUGH ST-12.2.

FOR LEGEND, SEE DWG. LEG-1 AND LEG-2.1.

NOTES:

209.13

TEMPORARY, ITEM

SILT FENCE-

SW QUADRENT, 37 LF

209.13

TEMPORARY, ITEM

SILT FENCE-

NW QUADRENT, 54 LF

209.13

TEMPORARY, ITEM

SILT FENCE-

NE QUADRENT, 35 LF

OTHERS)

UTILITY POLE (BY

OF RELOCATED

APPROX. LOCATION

POLE (BY OTHERS)

RELOCATED UTILITY

APPROX. LOCATION OF

OTHERS)

RELOCATED (BY

UTILITY POLE TO BE

OTHERS)

BE RELOCATED (BY

UTILITY POLE TO

CURVE 4

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

TRAVEL LANE

SHOULDER

& VARIES

4% & VARIES 4% & VARIES

c ROADWAYROADWAY

0 2 4 6 8'2

1" = 4'

TYPICAL ROADWAY SECTION

NOTES:

PAVEMENT, WHICHEVER IS LOWER.

PAVEMENT SHALL BE TO THE BOTTOM OF PROPOSED SUBBASE COURSE OR BOTTOM OF THE EXISTING

THE BOTTOM PAY LIMIT FOR ITEM 203.02, UNCLASSIFIED EXCAVATION AND DISPOSAL, UNDER THE

(A.O.B.E.) BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE COUNTY.

ANY DAMAGE TO EXISTING PAVEMENT OUTSIDE THE PROPOSED WORK LIMITS SHALL BE REPAIRED

TO PAVING AT A RATE OF 0.11 GAL/SY.

TACK COAT (ITEM 407.0102) SHALL BE APPLIED TO ALL SAWCUT AND EXISTING SURFACES PRIOR

TACK COAT (ITEM 407.0102) SHALL BE APPLIED BETWEEN ASPHALT COURSES AT A RATE OF 0.06 GAL/SY.

(STATION 7+52.8 SHOWN, OTHERS SIMILAR)

TYPICAL APPROACH SLAB SECTION

0 2 4 6 8'2

1" = 4'

2'-4" 3'-0" 12'-0" & VARIES 2'-4"3'-0"12'-0" & VARIES

30'-0" & VARIES

TRAVEL LANE

ROADWAYc ROADWAY

2 OR FLATTER

SHOULDER

& VARIES

1'-8"

12'-0"

2'-4"

31'-11�" & VARIES (APPROACH SLAB)

2% & VARIES

12'-0"

2 OR FLATTER

ITEM 404.198901

3" 19 F9 BINDER COURSE ASPHALT, 80 SERIES COMPACTION

ITEM 404.098301

1½" 9.5 F3 TOP COURSE ASPHALT, 80 SERIES COMPACTION

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

ITEM 407.0102

TACK COAT

STATION LINE

TGL &

ITEM 404.098301

MOWING STRIP, (TYP.)

2" ASPHALT

ITEMS 610.1403 AND 610.1602

3" TOPSOIL AND SEED (TYP.)

ITEM 404.098301

OF MATERIALS (TYP.) COST TO BE INCLUDED IN

DEPARTMENT OF TRANSPORTATION APPROVED LISTS

ASTM D6690 TYPE II) FROM THE NEW YORK STATE

(NYSDOT MATERIAL SPECIFICATION 705-02,

MOWING STRIP WITH HIGHWAY JOINT SEALANT

SEAL JOINT BETWEEN GUIDE RAIL POSTS AND

AFTER DRIVING GUIDE RAIL POSTS, COMPLETELY

ITEM 606.10

(WHERE REQUIRED AS SHOWN)

BOX BEAM GUIDE RAIL (TYP.)

ITEMS 610.1403 AND 610.1602

3" TOPSOIL AND SEED (TYP.)

ITEM 404.098301

MOWING STRIP, (TYP.)

2" ASPHALT

ITEM 404.098301

OF MATERIALS (TYP.) COST TO BE INCLUDED IN

DEPARTMENT OF TRANSPORTATION APPROVED LISTS

ASTM D6690 TYPE II) FROM THE NEW YORK STATE

(NYSDOT MATERIAL SPECIFICATION 705-02,

MOWING STRIP WITH HIGHWAY JOINT SEALANT

SEAL JOINT BETWEEN GUIDE RAIL POSTS AND

AFTER DRIVING GUIDE RAIL POSTS, COMPLETELY

ITEM 568.70

TRANSITION BRIDGE RAILING

U-WALL

ITEM 404.098301

MOWING STRIP, (TYP.)

2" ASPHALT

ITEMS 610.1403 AND 610.1602

3" TOPSOIL AND SEED (TYP.)

TRAVEL LANE TRAVEL LANE

3'-0"3'-0"

SHOULDER

& VARIES

SHOULDER

& VARIES

ITEM 568.51

STEEL BRIDGE RAIL (FOUR RAIL)

ITEM 304.12

12" SUBBASE COURSE, TYPE 2

STATION LINE

TGL &

ITEM 557.2003

INTEGRAL WEARING SURFACE - TYPE 3 FRICTION

12" THICK STRUCTURAL APPROACH SLAB WITH

(TYP.)

EXISTING GRADE

(TYP.)

EXISTING GRADE

c ROADWAY

SEE DETAIL ON DWG. NO. MSD-1

STONE LINED SWALE,

ITEM 620.05

STONE FILLING HEAVY

RIP RAP SLOPE,

1.5 OR FLATTER

VARIES

PRICE BID FOR ITEM 557.2003

COST TO BE INCLUDED IN THE

BITUMINOUS MATERIAL

2" GAP, FILL WITH

ITEM 203.02 (SEE NOTE 4)

UNCLASSIFIED EXCAVATION

ITEM 203.02 (SEE NOTE 4)

UNCLASSIFIED EXCAVATION

TYPICAL SECTIONS

3310320

N/A

RFP 04-24

TYP-1

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, ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

M A C L

A C

H L

A N

O A

E V

CRANES HOLLOW ROAD

EVANS

E V

A N

S K

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, 3310320

N/A

OF TRAFFIC PLAN

MAINTENANCE AND PROTECTION

MPP-1

MONTGOMERY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

u u

0 20 40 60 80'20

1" = 40'

ITEM 619.1711

- CATEGORY 1 (PINNING PROHIBITED),

60'-0" TEMPORARY CONCRETE BARRIER

ITEM 619.04 (TYP.)

TYPE III BARRICADE WITH LIGHTING,

ITEM 619.1719

CONCRETE BARRIERS, 2 EACH,

WARNING LIGHTS ON TEMPORARY

ITEM 619.1711

- CATEGORY 1 (PINNING PROHIBITED),

20'-0" TEMPORARY CONCRETE BARRIER

ITEM 619.1719

CONCRETE BARRIERS, 2 EACH,

WARNING LIGHTS ON TEMPORARY

LEGEND

WORK ZONE

ITEM 619.04

TYPE III BARRICADE WITH LIGHTING

COST TO BE INCLUDED IN ITEM 619.01

UNLESS OTHERWISE NOTED.

FLASHING BEACON - ONE PER SIGN

SIGNS WILL BE A.O.B.E.

4. ACTUAL PLACEMENT OF BARRICADES AND

3. SEE MUTCD FOR SIGN DETAILS.

AT ALL TIMES DURING CONSTRUCTION.

2. ACCESS TO DRIVEWAYS SHALL BE MAINTAINED

ENGINEER.

DETAILED ON THIS SHEET WITH THE

SHALL COORDINATE PLACEMENT OF THE SIGNS

WILL BE INSTALLED BY OTHERS. CONTRACTOR

TRAFFIC AROUND THE CLOSED BRIDGE SITE

1. ADDITIONAL SIGNING REQUIRED TO DETOUR

NOTES:

ITEM 619.1711 & ITEM 619.1719

TEMP CONCRETE BARRIER AND WARNING LIGHT

COST TO BE INCLUDED IN ITEM 619.01

CONSTRUCTION SIGN

COST TO BE INCLUDED IN ITEM 619.01

FLAG ATTACHED TO SIGN (2 PER SIGN)

B@R@I%@D#G@E% %C@L$O#S@E@D

L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y

%M%@I%@L@E%@S% %A@H%@E#A@D1 4

C@L$O#S@E@D

B@R@I%@D#G@E

500 FT

CLOSED

BRIDGE

BARRICADE

MOUNT ON

R11-2C

R11-3BC

(2 REQ.) TYP.

FLASHING BEACON

NYW8-4C

ON SOUTH APPROACH

¼ MILE IN ADVANCE OF BRIDGE CLOSURE

NOTE - PLACE BRIDGE CLOSED SIGN SHOWN

C@L$O#S@E@D

B@R@I%@D#G@E

BARRICADE

MOUNT ON

R11-2C u

B@R@I%@D#G@E% %C@L$O#S@E@D

L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y

%M%@I%@L@E%@S% %A@H%@E#A@D1 4

R11-3BC

(2 REQ.) TYP.

FLASHING BEACON

CLOSURE ON WEST APPROACH

SHOWN ¼ MILE IN ADVANCE OF BRIDGE

NOTE - PLACE BRIDGE CLOSED SIGN

B@R@I%@D#G@E% %C@L$O#S@E@D

L@O#C$A@L% %T@R#A@F@F@I@C% %O@N%@L%Y

%M%@I%@L@E%@S% %A@H%@E#A@D1 4

R11-3BC

(2 REQ.) TYP.

FLASHING BEACON

CLOSURE ON NORTH APPROACH

IN ADVANCE OF BRIDGE

CLOSED SIGN SHOWN ¼ MILE

NOTE - PLACE BRIDGE

500 FT

CLOSED

BRIDGE

NYW8-4C

500 FT

CLOSED

BRIDGE

NYW8-4C

N O

R T

(A S

S U

M E

ITEM 619.04 (TYP.)

TYPE III BARRICADE WITH LIGHTING,

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

M A C L

A C

H L

A N

O A

(ASSUMED)

EL=100.00'

IN POLE

BM1 RAILROAD SPIKE

P A

VEM

T ED

G E

PAVEMENT EDGE

PAVEMENT E

DGE

PAVEMENT E

DGE

CONCRETE PARAPET

BIN3310320

BOX BEAM GUIDERAIL

E V

BASEL

INE

CRANES HOLLOW ROAD

EVANS

E V

A N

S K

15" TREE

BRIDGE

WOOD

TRAIL

SMOWMOBILE

SIGN

WOODS

NG 59

NG 58

DITCH

DITCH DITCH

DITCH

DIT

NG 59.5

GWA

SIGN

12" TREE

B-2 B-1

(ASSUMED)

EL=100.38

BL1 DRILL IN SPIKE

(ASSUMED)

EL=100.31

BL2 DRILL IN SPIKE

SIGN

BOX B

EAM G

UIDERAIL

P T

P C

P T

P C

P T

6+00

7+00

8+00

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, 3310320

N/A

PLAN AND ELEVATION ST-1

MONTGOMERY

CRANES HOLLOW ROAD (CR 2) OVER EVANS KILL - BIN 3310320

C/C BRG.

45'-0" PROPOSED SPAN

0 10 20 30 40'10

1" = 20'

N O

R T

(A S

S U

M E

ELEVATION

B R

E D

E C

K O

U T

/O U

L A

N E

T R

A V E L

L A

N E

T R

A V E L

S H L

D R

S H L

D R

C/C BRG.

45'-0" PROPOSED SPAN

B R

G (E

X P

S T

.0 c

S T

B R

(E X

P c S T

B R

G (F

END STA. 7+59.51

APPROACH SLABBEG. STA. 6+68.39

APPOACH SLAB

STA. 6+68.39

APPROACH SLAB BEGINS

STA. 6+00.00

PROJECT BEGINS

STA. 8+65.00

PROJECT ENDS

STA. 6+89.15

BRIDGE BEG.

STA. 7+37.88

BRIDGE END

'1 n

A Z

'1 n

A Z

G (F

S T

.0 c

50'11"nAZ. 19 uu

SEE DWG. NO. MSD-1

ITEM 620.04

STONE LINED DITCH

ITEM 620.05

STONE FILLING (HEAVY)

ITEM 563.030001MC

HOLLOW SLAB UNITS,

PROPOSED PRECAST CONCRETE

ALLIGNMENT

PROPOSED HORIZONTAL

E F

SEE DWG. NO. MST-1 FOR HORIZONTAL CONTROL TABLE.8.

GUIDERAIL INSTALLATION.

COORDINATE WITH OWNER FOR ANY SIGNS REMOVED DURING EXCAVATION OR 7.

FOR BASELINE TIE INFORMATION SEE DWG. NO. BLT-1.6.

FOR TYPICAL ROADWAY SECTION SEE DWG. NO. TYP-1 AND TYP-2. 5.

CONTOUR INTERVAL = 1 FT. 4.

FOR RAILING DETAILS, SEE DWG. NO. ST-16 AND RLG-1 THROUGH RLG-4.3.

FOR ABUTMENT AND WINGWALL DETAILS, SEE DWG. NO. ST-7 THROUGH ST-11.2.

FOR LEGEND, SEE DWG. LEG-1 AND LEG-2.1.

NOTES:

ITEM 551.012063

STEEL H-PILES

ITEM 568.70 (TYP.)

TRANSITION BRIDGE RAIL

FOUR RAIL, ITEM 568.51

STEEL BRIDGE RAILING

PROPOSED STREAMBANK

SUPERSTRUCTURE

202.120001

UNDER ITEM

REMOVAL LIMITS

ITEM 202.19

EMBANKMENT DETAILS

SEE EXCAVATION AND

SUBSTRUCTURE REMOVAL

ITEM 202.19

EMBANKMENT DETAILS

SEE EXCAVATION AND

SUBSTRUCTURE REMOVAL

STA. 7+59.51

APPROACH SLAB ENDS

STA. 6+00.00

PROJECT BEGINS

STA. 8+65.00

PROJECT ENDS

35'-5"

THEORETICAL BOTTOM ANGLE

APPROX. EXISTING GROUND

PLAN

BOF EL. 90.00BOF EL. 90.00

EXISTING STREAMBANK

ALLIGNMENT

EXISTING HORIZONTAL

OF PAVEMENT (TYP.)

MEET EXISTING EDGE

ITEM 202.120001

BE COMPLETELY REMOVED,

EXISTING SUPERSTRUCTURE TO

SKEW

n20

SKEW

n20

ON:

ALTERED BY:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS BRIDGES CULVERTSPIN

COUNTY:

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

E N

A M

U S

E R

D A

T E

DRAWING NO.

SHEET NO.

A T

T U

S E

M A

N A

G E

R D

E S

S U

P E

R V

R D

E S

C H

E C

K D

R A

F T

C H

E C

K P

R O

T M

A N

A G

E R

A B

B R

E V

EDWIN K. TWISS, JR., P.E.

FEBRUARY 21, 2024

CONTRACT NUMBER

E K

T E

K T

M W

W N

G K

A M

R L

E K

T E

K T

+5.00

+0.25%

-1.61%

.6 7 1 .5

PROFILE

0 10 20 30 40'10

1" = 20'

0 2 4 6 8'2

1" = 4'(VERT.)

(HORZ.)

E L

5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75 8+00 8+25 8+50

B E

A R

B E

A R

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,…

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