RFB-2025-42 Drawings.pdf

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

PP

SA

SMH

ST

T

TCB

TELBOX

TEL P

TMH

CTV

W

WSB

WV

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

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

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

p

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

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

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

SPIKE

STREET

STAKE

STORY

SIDEWALK

TEMPORARY EASEMENT

TEMPORARY OCCUPANCY

UNDERGROUND

WING WALL

AH

AZ

BK

b

BRG

c

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

FEE ACQUISITION WITHOUT ACCESS

FEE FEE ACQUISITION

ABBR. DESCRIPTION

REPLACE ABBREVIATION "AB" WITH:

ABBR. DESCRIPTION

ABBR. DESCRIPTION ABBR.

ABBR. DESCRIPTION

UTILITIES

TOPOGRAPHY (DRAINAGE)

4 INCHES CASED DRILL HOLE

1 INCH SAMPLER (RETRACTABLE PLUG)

2‚ INCHES CASED DRILL HOLE

SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE

STRMc

RP

TP

SQUARE FEET

GALLON

mi lb LB

MI

(PLANS)

SYMBOL

STANDARD

(SPECS/PROPOSAL)

NOMENCLATURE:

EQUIVALENT

ftq

YDr CUBIC YARDCY

MILES

ACRES

LINEAR FEET

TON TON TON

GAL

POUND

GAL

SF

AC AC

QUANTITIES SHEET

ESTIMATE OF

ITEM PAYMENT UNIT:

" - INCHES

YDq SQUARE YARDSY

LF

CONE PENTROMETER

DA, DM, DN, AND FH WITH:

ABBREVIATION "C" IN CATEGORIES:

DESCRIPTION

INDEX TOTAL NUMBER OF SHEETS

DESCRIPTION DRAWING NUMBER

NUMBER

SHEET

TITLE SHEET1 COV-1

IND-12

TYP-1

INDEX AND ABBREVIATIONS

5 TYPICAL SECTIONS

MST-1 TO MST-5MISCELLANEOUS TABLES

MISCELLANEOUS DETAILS MSD-1 TO MSD-2

17-22 GENERAL PLANS GNP-1 TO GNP-6

M

R O

M A

N O

C

C O

R N

W E

L L

C

C O

R N

W E

L L

M

R O

M A

N O

C

C O

R N

W E

L L

C

C O

R N

W E

L L

T

V Y

C E

CR 23

GRAND BOULEVARD

PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

TOWN OF NISKAYUNA

SCHENECTADY

1762.44

UTILQLVL D

INDEX & ABBREVIATIONS IND-1

3-4 LEGEND LEG-1 TO LEG-2

6 GNN-1GENERAL NOTES

MPN-17 WORK ZONE TRAFFIC CONTROL NOTES

8 WORK ZONE TRAFFIC CONTROL PLANS MPP-1

MJT-19 MAINTENANCE JURISDICTION TABLE

10-14

15-16

D040857

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COUNTY:

P R

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E C

T

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I L

S

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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:

UTILQLVL

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

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Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

ALIGNMENT

CONTROL

DRAINAGE

ENVIRONMENTAL

LANDSCAPE

ROW MAPPING

STRIPING

TRAFFIC CONTROL

AC

AD_P

AT_P

CONTROL (CENTERLINE)

DETOUR

CB

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

RG

RRPLS_P

RRPSS

RRSLS_P

BROKEN LINE

TCSW SIGNAL, SPAN WIRE

UC

TRANSITION CONTROL

SIGNS

SM

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

CORRESPONDING EXISTING FEATURES.

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

SHOULD BE LABELED ON THE PLANS.

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

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

IN ON B SIZE DRAWINGS).

EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015

PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY 4.

CORRESPONDING PROPOSED FEATURES.

FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE3.

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

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

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

1REGION:

LEG-1

LEGEND

1762.44

C O

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C E

M

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M A

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C

C O

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W E

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UTILQLVL D

PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

SCHENECTADY

CR 23

GRAND BOULEVARD

TOWN OF NISKAYUNA

D040857

BRIDGES CULVERTSPIN

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N A

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P R

O J

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N A

G E

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E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I

S

A

T E

T I

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

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

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

DRAWING NO.

SHEET NO.

REGION:

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

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

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

DS

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

EWFG

GDH

LELS

LFP

LMB

LPB

LPST

LRB

LSHC

LSHD

LTC

LTD

LTS

LUKP

LANDSCAPE

GEOTECHNICAL

ENVIRONMENTAL

SDEL

S

ANTENNAS

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

UP

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

UNKNOWN, JUNCTION BOX

UTVLM

POST, SINGLE

UUB UNKNOWN, BOX

UUPB UNKNOWN, PULL BOX

UUVT UNKNOWN, VENT

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

MHBCP

MPCC

MPDH

MPF

MPIP

MPIR

MPM

MPMM

MPN

MPRS

MPSP

MPST

MPTW

MPWL

TRAFFIC CONTROL

TCMC

TCPP

TCSH

TCSP

ELECTRIC, BOX

ELECTRIC, METER

ELECTRIC, MANHOLE

ELECTRIC, POLE, TRANS.

UEB

UEM

UEMH

UEPT

MJCP PT., JURIS. CITY

PT., CROSS CUT

UTILITIES

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

DSMTXX_P

MEPAP_P

EIOP_P

ETRS_P

ADPI_P

IDEFAULT

CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION

DETOUR, POINT OF INTERSECT.

DETOUR, POINT ON LINE

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

BSC

RISER, CONCRETE BOXERCB

LTW P TREE, WELL OR WALL

UNKNOWN POINT

SINGLE POST, PROPOSED

BACK TO BACK, PROPOSED

NAMENAME NAME NAME

SRSC3

SRSC4

SRSCT2

SRSCT4

SRSI

SRSN2

SRSN3

SRSS2

SRSS3

SRSS4

A

A

FEE ACQUISITION, SHAPE

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

STRUCTURE, RECT., TYPE "X"

DST"X" P

CELL NAME DESCRIPTION

ROW ACQUISITION

MFS_P_T

PE

MEPS_P_T EASEMENT, PERMANENT

TE

METS_P_T EASEMENT, TEMPORARY

TO

METS_P_T OCCUPANCY, TEMPORARY

MFS_P_T

FEE WO/A

P1

M1

M1

P1

M1

P1

M1

P1

M1

P1

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

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

CPBM BENCHMARK

GB

SF

H/S

WIM

PRFB

CULV

POINT, HORIZ. PHOTOGRAMMETRY

POINT, SURVEY MARKER, PERM.

CPSV

CPSM

CPH

DRAINAGE

S_P

SB_P

ATS

AST

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., HAY/STRAW

STR., INLET PROT., PREFAB.

STR., INLET PROT., SILT FENCE

STR., INLET, OUTLET PROT.

"XX" = 48, 60, 72, 96

MDL2P

MDL3P

MDL4P

MDL5P

MEEP

MHBP

TCBJ

TCBP

TCBS

MEPP_P

MEPSP_P

MFAP_P

MFP_P

MFSP_P

EIPGB_P

EIPHS_P

EIPP_P

EIPSF_P

ADPL_P

POINT OF C0MPOUND CURVATURE

POINT OF VERT. CMPND CURVE

VERTICAL LOW POINT

BASELINE, SPUR POINT

BASELINE, TIE POINT

FEE ACQUISITION, BACK LINE

FEE ACQUISITION, APPROX.

MHBAP

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

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

POINT, VERT., PHOTOGRAMMETRY

LEGEND LEG-2

A

A

P

CDPD

C

C

EZ

EZ-T

XC

H

LC

PM

M

M

VMS

PA

PVMS

R M

SS

TC

TP

WVR

V

V

RWIS

A

C

G

G

O

P

T

C

C

W

W

FP

S

T

W

U

E

E

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

(SIGN, UTILITY POLE, ETC.).

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

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

ONLY AND DO NOT HAVE CORRESPONDING EXISTING FEATURES.

6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED

LABELED ON THE PLANS.

EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD BE

NOT HAVE A UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT

5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO

DRAWINGS).

FOR PROPOSED FEATURES IS THICKER (0.015 IN ON B SIZE

FEATURE SYMBOLOGY EXCLUDING LINE WEIGHT. LINE WEIGHT

4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING

1762.44

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PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

SCHENECTADY

CR 23

GRAND BOULEVARD

TOWN OF NISKAYUNA

D040857

BRIDGES CULVERTSPIN

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

F I

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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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AS-BUILT REVISIONS

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STA E 2+71 TO STA E 28+37

NOT TO SCALE

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TYPICAL SECTION TYP-1

ITEM DESCRIPTION UNIT

NOTES:

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CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

LF

SY

LF

GAL

TON

TON

685.1102

490.10

418.7603

407.0103

404.1272

404.0189

WHITE EPOXY REFLECTORIZED PAVEMENT STRIPES - 20 MIL

PRODUCTION COLD MILLING OF BITUMINOUS CONCRETE

ASPHALT PAVEMENT JOINT ADHESIVE

STRAIGHT TACK COAT

12.5 F2 TOP COURSE ASPHALT, 70 SERIES COMPACTION

TRUING & LEVELING F9, ASPHALT, 80 SERIES COMPACTION

CONTRACTOR AT THEIR OWN EXPENSE.

4. ANY DAMAGE TO EXISTING PAVEMENT OUTSIDE THE PROJECT LIMITS SHALL BE REPLACED IN-KIND BY THE

3. ITEM 418.7603 SHALL BE PLACED AT ALL VERTICAL CONSTRUCTION JOINTS.

2. ITEM 407.0103 SHALL BE PLACED BETWEEN MILLED SURFACE AND THE TOP COURSE.

1. MIRROR TYPICAL SECTION FOR OPPOSITE DIRECTION OF TRAVEL.

BRIDGES CULVERTSPIN

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

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:

UTILQLVL

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DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

BUFFER

VARIES

2" ITEM 490.10 (TYP)

u45'-0"

2" ITEM 404.1272 (TYP)

EXISTING SIDEWALK

2'-0" TO 4'-0"

EXISTING GROUND

EXISTING PAVEMENT WIDTH

U22'-0"

ITEM 407.0103 (TYP)

MATCH EXISTING

MATCH EXISTING

HCL

PROPOSED TRAVEL LANEPROPOSED PARKING LANE

TO REMAIN

EXISTING CURB

VARIES

u TO 42'-0"u32'-0"

ITEM 418.7603 (TYP)

TYPICAL SECTION

GRAND BOULEVARD MILL & INLAY

ITEM 685.1102

6" WHITE EDGE LINE

13'-0"u9'-0"

PAVEMENT EDGE DETAIL

MAX SAFETY EDGEn35

TOP COURSE WMA

ITEM 404.0189 (TYP)

EXISTING LANDSCAPE/GRASS MEDIAN

518.453.9431 GPINET.COM

EXPIRATION: 10/31/2028

AUGUST 20, 2025

COUNTY AND TO THE SATISFACTION OF THE ENGINEER EXCEPT AS NOTED WITHIN.

THE INTENDED WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE

INTENDED WORK. ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT PART OF

OPERATIONS TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT INCLUDED AS PART OF THE

THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY THE CONTRACTOR'S

REMAIN IN PLACE. THE CONTRACTOR SHALL TAKE EXTRA PRECAUTIONS NOT TO DAMAGE THESE ITEMS.

NUMEROUS STRUCTURES AND VEGETATION/SHRUBS ARE PRESENT WITHIN THE WORK LIMITS AND ARE TO 1.

1 6

GENERAL NOTES GNN-1

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GENERAL NOTES

UTILITY NOTES

GENERAL NOTES CONT.

DAMAGE TO EXISTING STRUCTURES; VEGETATION/SHRUBS; OR OTHER AMENITIES

UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE CONTRACT.

LOADINGS FROM CONSTRUCTION VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF PROVIDING PROTECTION OF

CONSTRUCTION. METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY SO THAT WHEEL

THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE FROM DAMAGE DURING THE 4.

CONTRACT.

LOCATIONS OF LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE INCLUDED UNDER VARIOUS ITEMS IN THE

THE CONTRACTOR SHALL MAKE EXPLORATIONS AS MAY BE NECESSARY TO DETERMINE THE DIMENSIONS AND 3.

COMPANIES OR MUNICIPAL FORCES MAY DO THE WORK, AND THE COST THEREOF CHARGED AGAINST THE CONTRACTOR.

OF THE CONTRACTOR. IF THE CONTRACTOR DOES NOT MAKE IMMEDIATE NECESSARY REPAIRS, THE RESPECTIVE OWNING

UNTIL SERVICE IS RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGED UTILITIES SHALL BE AT THE EXPENSE

SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND MAY NOT CEASE WORK

IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION IN SAID 2.

EXCAVATION, THE CONTRACTOR IS TO CALL UDIG N.Y. TO HAVE UNDERGROUND UTILITIES LOCATED.

OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE COURSE OF CONSTRUCTION IS PREVENTED. PRIOR TO ANY

RESPONSIBILITY TO CONDUCT ALL OPERATIONS AND TAKE NECESSARY PRECAUTIONS SUCH THAT INTERFERENCE WITH

UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE CONTRACTOR'S

CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD. ADDITIONAL

LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE 1.

SURVEY INFORMATION WILL BE NEEDED FOR, BUT NOT LIMITED TO, DRAINAGE ACTIVITIES, UTILITY ADJUSTMENTS, ETC.

ON SITE. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR SHALL OBTAIN SURVEY, ITEM 625.01. ADDITIONAL

THE BASE MAPPING WAS DEVELOPED FROM INTERPOLATION OF FEATURES FROM AERIAL IMAGERY AND DATA COLLECTED 20.

DIMENSIONED.

CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONALLY AND ARE FULLY

DETAILS ON THE DRAWINGS LABELED AS 'NOT TO SCALE' ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL 19.

CEMENT, OIL OR OTHER IMPURITIES.

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

OTHER FOREIGN MATERIALS, OR FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH WATER

OR REDUCE TO A MINIMUM, ANY DAMAGE TO THE VARIOUS WATER BODIES FROM POLLUTION BY DEBRIS, SEDIMENT OR

DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT WORK IN SUCH A MANNER AS TO PREVENT 18.

REGULATIONS.

THE CONTRACTOR IS REQUIRED TO PROTECT WORKERS AT ALL TIMES IN CONFORMANCE WITH APPLICABLE OSHA 17.

OPERATIONS.

THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER ITEM 625.01-SURVEY

THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH SECTION 625 OF 16.

CONTRACT DOCUMENTS.

ALL ITEMS AND MATERIALS WHICH ARE REQUIRED TO BE FURNISHED IN ACCORDANCE WITH THE

CONTRACT. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSE OF FAILURE TO INCLUDE IN THE BID

CONDITIONS AND TO JUDGE THE EXTENT AND NATURE OF THE WORK TO BE DONE UNDER THIS

THE CONTRACTOR IS TO VISIT THE SITE BEFORE BIDDING TO BECOME FAMILIAR WITH THE PRESENT 15.

THE CONTRACT.

FULLY OPERATIONAL AT ALL TIMES (AOBE). THIS WORK SHALL BE INCLUDED UNDER VARIOUS ITEMS IN

THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE PROJECT LIMITS, CLEAN AND 14.

SHALL VERIFY WORK LIMITS WITH ENGINEER PRIOR TO COMMENCING CONSTRUCTION.

ALL LIMITS OF PROPOSED WORK WERE BASED ON FIELD WALK AND ARE APPROXIMATE. CONTRACTOR 13.

ITEM 619.01.

CAPABLE OF CARRYING ALL IMPOSED LOADS. THE COST SHALL BE INCLUDED UNDER PRICE BID FOR

SECURELY FASTENED DOWN TO THE SATISFACTION OF THE ENGINEER AND SHALL BE STRUCTURALLY

REQUIRED OVER ALL EXCAVATIONS THAT ARE TO BE COVERED (A.O.B.E.). THE PLATES SHALL BE

NYSDOT STANDARD SPECIFICATIONS. IN ADDITION, A MINIMUM OF 1-INCH THICK PLATE WILL BE

ACCORDANCE WITH THE PROVISIONS OF SECTION 107.05 "SAFETY & HEALTH REQUIREMENTS" OF THE

THE CONTRACTOR SHALL BE RESPONSIBLE FOR GUARDING AND PROTECTING ALL OPEN EXCAVATIONS IN 12.

SATISFACTORY TO THE ENGINEER, PAID FOR UNDER RESPECTIVE CONTRACT ITEMS.

CONTRACT, SHALL BE RESTORED TO AN ACCEPTABLE CONDITION AS SPECIFIED BY AND IN A MANNER

PAVED AREAS DISTURBED BY THE CONTRACTOR AS PART OF WORK TO BE PERFORMED UNDER THIS 11.

BID FOR THOSE ITEMS.

SUPPLYING A DISPOSAL AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE PRICE

WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED, THE COST OF 10.

INCLUDED IN THE UNIT PRICES BID FOR THE VARIOUS ITEMS IN THE CONTRACT.

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

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

NO PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLANS, IN THE 9.

SECTION 100 OF THE NYSDOT STANDARD SPECIFICATIONS.

THE CONTRACTOR AS ORDERED BY THE ENGINEER AND PAYMENT SHALL BE MADE IN ACCORDANCE WITH

PROGRESSES WHICH IS NOT SHOWN OR NOTED ON THE PLANS. THIS WORK SHALL BE PERFORMED BY

THE CONTRACTOR SHOULD NOTE THAT ADDITIONAL WORK MAY BE REQUIRED AS THE CONTRACT 8.

VARIOUS ITEMS IN THE CONTRACT.

PRIOR TO IMPLEMENTATION. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE PRICE BID FOR

SITE. ALL MEASURES TAKEN TO PROVIDE POSITIVE DRAINAGE SHALL BE APPROVED BY THE ENGINEER

SEDIMENTATION OR OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES ADJACENT TO THE WORK

RUNOFF FROM THE TRAVEL LANES AND CONTROL OF THE RUNOFF TO PREVENT EROSION, POLLUTION, AT ALL TIMES, THE CONTRACTOR SHALL TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE OF SURFACE 7.

WORK PERFORMED, AS INDICATED BY THE VARIOUS ITEMS IN THE CONTRACT.

WILL BE PAID AT THE UNIT BID PRICE FOR THE ACTUAL QUANTITIES OF MATERIALS USED OR FOR THE

AND THOSE SHOWN BY THE DETAILS AND DIMENSIONS ON THE CONTRACT PLANS. THE CONTRACTOR

MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS

THERE SHALL BE NO CLAIM AGAINST THE COUNTY BY THE CONTRACTOR FOR WORK PERTAINING TO 6.

NOTED ON THE DRAWINGS SUBMITTED FOR APPROVAL.

BY THE ENGINEER. THE RESULTS OF THIS CHECK OF CONDITIONS AND DIMENSIONS SHALL BE SO

AND DIMENSIONS, AND MAKE THE APPROPRIATE CHANGES TO THOSE SHOWN ON THE PLANS AS APPROVED

DIMENSIONS WITH THOSE SHOWN ON THE PLANS. THE CONTRACTOR SHALL USE THE FIELD CONDITIONS

THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING CONDITIONS AND 5.

ENGINEER.

SHALL PERFORM THE WORK IN ACCORDANCE WITH THE FIELD CONDITIONS AND AS APPROVED BY THE

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

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

DETERMINED PRIOR TO THE COMMENCEMENT. THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED

RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF THE WORK CANNOT ALWAYS BE ACCURATELY

THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT DUE TO THE NATURE OF 4.

THE SPECIFIC DRAWING THEY ARE PLACED ON, ALSO SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.

ADDITIONAL NOTES MAY BE FOUND ON SUBSEQUENT DRAWINGS. SUCH NOTES, WHILE PERTAINING TO 3.

SUPPLEMENT SHALL BE IN EFFECT FOR THIS PROJECT.

CURRENT NATIONAL "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD) WITH NEW YORK STATE 2.

PROJECT.

DATED MAY 1, 2025 WITH CURRENT ADDITIONS AND MODIFICATIONS, SHALL BE IN EFFECT FOR THIS

MATERIALS". NEW YORK STATE DEPARTMENT OF TRANSPORTATION (NYSDOT) OFFICE OF ENGINEERING, MATERIAL AND CONSTRUCTION SPECIFICATIONS: "STANDARD SPECIFICATIONS, CONSTRUCTION AND 1.

EROSION AND SEDIMENT CONTROL NOTES

INLET PROTECTION, PAID FOR UNDER ITEM 209.1702.

ALL EXISTING DRAINAGE STRUCTURES ADJACENT TO ANY EXCAVATION WORK SHALL BE PROTECTED USING GRAVEL BAG 3.

SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.

STABILIZED CONSTRUCTION ENTRANCES SHALL BE INCLUDED IN THE VARIOUS BID ITEMS FOR THE CONTRACT. NO

AREAS, STAGING AREAS, DISPOSAL SITES, ON-SITE BORROW PITS, STOCKPILE AREAS, ETC. THE COST OF THE

THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ALL CONSTRUCTION EQUIPMENT STORAGE 2.

AND MULCH SHALL BE PAID UNDER ITEM 209.1003.

ANNUAL RYE GRASS. PERMANENT SEEDING OF TEMPORARILY SEEDED AREAS IS STILL REQUIRED. TEMPORARY SEED

7 DAYS OF THE START OF THE INACTIVE PERIOD. TEMPORARY SEED CAN CONSIST OF 80 LBS/ACRE OF 100%

FINAL GRADING CAN BE ACCOMPLISHED, THE DISTURBED AREA SHALL BE TEMPORARILY SEEDED AND MULCHED WITHIN

AREA. IN THE EVENT THAT A DISTURBED AREA WILL REMAIN INACTIVE FOR MORE THAN 21 CALENDAR DAYS BEFORE

DISTURBED AREAS SHALL BE COMPLETED WITHIN 14 CALENDAR DAYS FOLLOWING FINAL GRADING OF THE DISTURBED

ALL DISTURBED AREAS THAT ARE NOT TO BE PAVED SHALL BE MULCHED AND SEEDED. MULCHING AND SEEDING OF 1.

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D040857CR 24

GRAND BOULEVARD

TOWN OF NISKAYUNA

UTILQLVL D

BRIDGES CULVERTSPIN

J

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R V I S

O R

COUNTY:

P R

O J

E

N A

G E

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E S I G

N D

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F T I N

G C

H E

C K

C H

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

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A T

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Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

1 7

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1762.44

AND PERSONNEL SHALL BE THE ENGINEER.

THE EFFECTIVENESS OF THE CONTRACTOR'S EFFORTS TOWARDS THE PROTECTION OF TRAFFIC

FLASHERS, BARRIERS, ETC. ARE IN PLACE AND IN GOOD CONDITION. THE SOLE JUDGE OF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL SIGNS, CONES, 16.

OF THE ENGINEER BEFORE WORK IS RESUMED.

DISCONTINUED AND IMMEDIATE REMEDIAL ACTION SHALL BE TAKEN TO THE SATISFACTION

HAZARDOUS CONSTRUCTION PRACTICES, ALL OPERATIONS IN THAT AREA SHALL BE

IF THE ENGINEER NOTIFIES THE CONTRACTOR OR THEIR SUPERINTENDENT OF ANY 15.

619.01, INCLUDING PROVIDING TEMPORARY ASPHALT PAVEMENT TO MAINTAIN THIS ACCESS.

TIMES, TO THE SATISFACTION OF THE ENGINEER, SHALL BE INCLUDED UNDER ITEM

TO AND FROM INTERSECTING HIGHWAYS, HOMES AND COMMERCIAL ESTABLISHMENTS AT ALL

THE COST OF PROVIDING AND MAINTAINING SAFE AND ADEQUATE INGRESS AND EGRESS 14.

INCLUDED UNDER ITEM 619.01.

COSTS FOR ALL TEMPORARY SIGNS FOR WORK ZONE TRAFFIC CONTROL SHALL BE 13.

PLANS MAY BE ORDERED BY THE ENGINEER. COST TO BE INCLUDED UNDER ITEM 619.01.

CONSTRUCTION OPERATIONS. ANY ADDITIONS OR DELETIONS TO THE TRAFFIC CONTROL

THE SAFE AND EFFICIENT SEQUENCE OF TEMPORARY TRAFFIC CONTROL DURING

SHEETS ARE NOT INTENDED TO BE ALL INCLUSIVE, BUT RATHER SERVE AS A GUIDE FOR

THE WORK ZONE TRAFFIC CONTROL PLANS PROVIDED HEREIN AND AS PER STANDARD 12.

THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE COST AND EXPENSE.

REPLACED, AND ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPLACED OR REPAIRED TO

APPURTENANCES LOCATED WITHIN THE CONTRACT LIMITS THAT ARE NOT SCHEDULED TO BE

ENGINEER. LOCAL STREET PAVEMENT, CURBS, VEGETATION, SIDEWALKS, AND OTHER

TAKE SUCH PROTECTIVE MEASURES AS HE/SHE DEEMS NECESSARY OR AS DIRECTED BY THE

DIRECTIONS OF LOCAL MUNICIPALITIES RELATIVE TO SUCH HANDLING OF EQUIPMENT, AND

LOCAL STREETS. HE/SHE SHALL OBSERVE ALL OF THE RULES, REGULATIONS, AND

PAVEMENT, CURBS, AND SIDEWALKS WHEN IT IS NECESSARY TO MOVE EQUIPMENT THROUGH

THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AVOID DAMAGING EXISTING 11.

UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN REMOVED.

SIGNS AT THE BEGINNING OF THE LANE CLOSURE. THE SIGNS ARE NOT TO BE TAKEN DOWN

MOVING THE DEVICES AT THE FAR END OF THE LANE CLOSURE AND WORKING TOWARDS THE

WHEN REOPENING DRIVING LANES TO TRAFFIC, THE CONTRACTOR SHALL START BY 10.

PORTION OF THE ROADWAY OPEN TO TRAFFIC.

WILL BE REQUIRED WHEN TRANSPORTING SLOW MOVING CONSTRUCTION EQUIPMENT ALONG ANY

ESCORT VEHICLES EQUIPPED WITH AN AMBER LIGHT OR AN OPERATING ARROW BOARD 9.

PICK-UP OR AS SPECIFICALLY PERMITTED BY THE ENGINEER.

HAS BEEN CLOSED TO TRAFFIC, SHALL NOT BE PERMITTED, EXCEPT FOR TRAFFIC CONE

DRIVING AGAINST TRAFFIC AT ANY TIME, REGARDLESS OF WHETHER OR NOT THE AREA 8.

IT IS DEEMED BY THE ENGINEER TO BE A SAFETY HAZARD TO TRAFFIC.

THE CONTRACTOR SHALL NOT PARK EQUIPMENT, NOR STORE MATERIAL, OVERNIGHT WHERE 7.

PAVEMENT ALONG OR ADJACENT TO OPEN TRAVEL LANES.

NOT BE PARKED ON THE PAVEMENT OR SHOULDERS, OR WITHIN 30 FEET OF THE EDGE OF

VEHICLES BELONGING TO THE CONTRACTOR, OR THE CONTRACTOR'S EMPLOYEES, SHALL 6.

LIGHT SHALL BE MOUNTED SO AS TO BE EASILY SEEN BY APPROACHING TRAFFIC.

WORK AREAS SHALL BE EQUIPPED WITH AN APPROVED AMBER ROTATING SAFETY LIGHT. THIS

ALL VEHICLES AND EQUIPMENT THAT SHALL BE MOVING IN AND OUT OF TRAFFIC AT 5.

THE RESPONSIBILITY OF THE CONTRACTOR.

ENGINEER FOR APPROVAL, HOWEVER ANY COSTS RESULTING FROM THESE CHANGES SHALL BE

THE CONTRACTOR MAY SUBMIT REVISIONS TO THESE PLANS, IN WRITING, TO THE 4.

DURATION OF THE PROJECT.

- BASIC WORK ZONE TRAFFIC CONTROL, OR AS AMENDED ON THESE PLANS, FOR THE

TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH ALL PROVISIONS OF ITEM 619.01 3.

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND NYS SUPPLEMENT.

WITH THE CURRENT NYSDOT STANDARD SPECIFICATIONS, THE CURRENT NATIONAL MANUAL OF

ALL WORK ZONE TRAFFIC CONTROL ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE 2.

OF THE NYS STANDARD SHEETS.

FORTH IN SECTION 619 OF THE CURRENT NYS STANDARD SPECIFICATIONS AND SECTION 619

THE FOLLOWING NOTES ARE INTENDED TO SUPPLEMENT AND CLARIFY REQUIREMENTS SET 1.

WORK ZONE TRAFFIC CONTROL NOTES: WORK ZONE TRAFFIC CONTROL NOTES (CON'T):

BE RESTRICTED TO ONE SIDE OF THE ROADWAY AT A TIME.

ALL VEHICLES, EQUIPMENT, WORKERS, AND TEMPORARY TRAFFIC CONTROL ZONES SHALL 3.

ACTIVITIES IN THE AREA TO ENSURE THERE ARE NO CONFLICTS.

SUBCONTRACTORS WORK, PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION

THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK, 2.

SCHEDULE.

MANNER OF EXECUTING THE WORK. INCLUDING SEQUENCES OF OPERATION AND A TIME

SUBMIT TO THE ENGINEER FOR APPROVAL AN OUTLINE OF THEIR PROPOSED METHODS AND

IT IS THE RESPONSIBILITY OF THE CONTRACTOR, BEFORE COMMENCING WORK, TO 1.

WORK AREA COORDINATION:

LABOR DAY: 6:00AM FRIDAY, AUGUST 29, 2025 TO 6:00AM TUESDAY, SEPTEMBER 2, 2025

INDEPENDENCE DAY: 6:00AM THURSDAY, JULY 3, 2025 TO 6:00AM MONDAY, JULY 7, 2025

MEMORIAL DAY: 6:00AM FRIDAY, MAY 23, 2025 TO 6:00AM TUESDAY, MAY 27, 2025

TO PERFORM ANY WORK WHICH WILL DISRUPT TRAFFIC DURING THE FOLLOWING HOLIDAYS:

RESTRICTIONS ARE IN PLACE FOR THIS PROJECT. THE CONTRACTOR WILL NOT BE ALLOWED

HOLIDAY RESTRICTIONS: THE CONTRACTOR SHOULD BE AWARE THAT HOLIDAY WORKING 27.

SHALL BE OPEN AT ALL TIMES.

DIRECTED BY THE ENGINEER. AT LEAST ONE LANE OF TRAFFIC IN EITHER DIRECTION

TRAVEL LANE WIDTHS SHALL BE 10 FOOT MINIMUM AT ALL TIMES UNLESS OTHERWISE 26.

PAVEMENT SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01.

ROADWAY AREA TO PROVIDE A SMOOTH TRANSITION. THE COST FOR ANCHORED PLATES AND

VEHICLES AND EQUIPMENT. STEEL PLATES SHALL BE RAMPED WITH ASPHALT IN THE

TO PROTECT SHALLOW UTILITY FACILITIES FROM WHEEL LOADINGS DUE TO CONSTRUCTION

STEEL PLATES SHALL ALSO BE PLACED ON SUBGRADE, SUBBASE COURSES OR BASE COURSES

STEEL PLATES TO COVER ALL TRENCH EXCAVATIONS DURING NON-WORKING HOURS. ANCHORED

THE CONTRACTOR SHALL BACKFILL ALL OPEN EXCAVATIONS OR PROVIDE ANCHORED 25.

CONES, DRUMS, VERTICAL PANELS OR TUBULAR MARKERS ARE STRUCK.

ENGINEER, WHICH SHALL NOT PRESENT A HAZARD TO MOTORISTS OR WORKERS IF THE

CONES, THE USE OF SAND BAGS, RINGS OR BY OTHER MEANS, AS APPROVED BY THE

DISPLACED BY PASSING VEHICLES. THE CONTRACTOR SHALL ACCOMPLISH THIS BY DOUBLING

ARE NECESSARY TO PREVENT ALL TRAFFIC CONTROL DEVICES FROM BEING BLOWN OVER OR

CONTROLLING THE MOVEMENT OF TRAFFIC, THE CONTRACTOR SHALL TAKE WHATEVER STEPS

WHERE DRUMS, CONES, VERTICAL PANELS OR TUBULAR MARKERS ARE USED IN 24.

HOURS. DUPLICATE COPIES OF THE ABOVE SHALL BE FILED WITH THE ENGINEER.

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

ADDRESS AND TELEPHONE NUMBER(S) OF THE PERSON OR PERSONS AUTHORIZED TO SECURE

SUBMIT TO THE APPROPRIATE LAW ENFORCEMENT AND GOVERNMENT AGENCIES THE NAME,

RESPONSIBILITY FOR EMERGENCY REPAIRS: THE CONTRACTOR SHALL, IN WRITING, 23.

ALL TIMES.

FIRE, POLICE AUTHORITIES AND AMBULANCE SERVICES THROUGHOUT THE PROJECT AREA AT

THE CONTRACTOR SHALL PROVIDE SAFE AND CONVENIENT EMERGENCY ACCESS FOR LOCAL 22.

CONTROL AND SCHEDULING TO AVOID CONFLICTS FOR TIMELY COMPLETION OF THE WORK.

PRIVATE UTILITIES FOR MAINTENANCE WORK WITH RESPECT TO SITE ACCESS, TRAFFIC

IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL PUBLIC AND 21.

TIMES IN ACCORDANCE WITH SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS.

PEDESTRIAN AND BICYCLIST TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL 20.

INCLUDED IN ITEM 619.01.

SIGHT DISTANCE. THEY SHALL BE PROVIDED BY THE CONTRACTOR. COST SHALL BE

IF IN THE ENGINEER'S JUDGMENT, FLAGS ON SIGNS ARE NECESSARY DUE TO LIMITED 19.

CONSTRUCTION. COST TO BE INCLUDED UNDER ITEM 619.01.

EXISTING TRAFFIC SIGNS SHALL BE COVERED AND UNCOVERED AS NECESSARY DURING 18.

OR A.O.B.E.

WITHIN A WORK AREA WHERE RESTRICTED SIGHT DISTANCE IMPEDES THE FLOW OF TRAFFIC

FLAGGERS SHALL BE LOCATED AT ALL ACTIVE WORK AREAS AND AT OTHER LOCATIONS 17.

WORK ZONE NOTES

PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

M

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C

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C

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D040857CR 25

GRAND BOULEVARD

TOWN OF NISKAYUNA

UTILQLVL D

BRIDGES CULVERTSPIN

J

N A

G E

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E S I

P E

R V I S

O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

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Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

AHEAD

WORK

ROAD

B

A

(36"X36")

W20-1

(24"X42")

NYR9-11

TICKETS

SPEEDING

WORK ZONE

AFTER TWO

SUSPENDED

LICENSE

MPP-1

ADVANCE WARNING SIGN LAYOUT LEGEND:

END

ROAD WORK

C

(36"X18")

G20-2

SIGN LOCATION

PROPOSED TEMPORARY WORK ZONE

C

C O

R N

W E

L L

T

V Y

C E

WORK ZONE PLANS

C

C O

R N

W E

L L

1762.44

3. DIMENSIONS SHOWN FOR SIGNS 'B' AND 'C' SHALL BE APPLIED FROM THE FURTHEST LIMIT OF WORK.

2. SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF SIGHT.

1. THE CONTRACTOR SHALL COVER ALL EXISTING SIGNS CONFLICTING WITH PROPOSED WORK ZONE SIGNING.

NOTES:

GRID

NORTH

ADVANCED WARNING SIGN LAYOUT - GRAND BOULEVARD

NOT TO SCALE

K E

Y

V E

N U E

K E

Y

E

N U E

D E

A N

S T R E E T

D E

A N

S T R E E T

M Y R

O N

S T R E E T

R E

G E

N T

S T R E E T

R E

G E

N T

S T R E E T

P A L

M E R

A V E N U E

PA

LM

ER

A

VE

NUE

VAN ANTWERP ROAD

V

T

W E R P

R

O A

D

0' -0

A

B

C

C

B

A

C

C B

B

B

C

B

C

M Y R

O N

S T R E E T

C

B

C

B

B

C

B

C

B

C

B

C

A

B

C

200'- 0"

0' -0

'-0

'-0

M

R O

M A

N O

M

R O

M A

N O

C

C O

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W E

L L

C

C O

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CR 26 D040857

UTILQLVL D

GRAND BOULEVARD

PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

TOWN OF NISKAYUNA

SCHENECTADY

BRIDGES CULVERTSPIN

J

N A

G E

R D E S

IG

N

S

U P E

R V

IS

O R

COUNTY:

P R

O J E

N A

G E

R D E S

IG

N D

R A F T

IN

G C

H E

C K

C H E

C K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F

IL

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:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F

IL

E A B B R E

V

D

A T E

N T

U S E R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MJT-1

C

C O

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M

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N O

C

C O

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W E

L L

C

C O

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W E

L L

T

V Y

C E

M

R O

M A

N O

C

C O

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W E

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TOWN OF NISKAYUNA

CR 27 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

MAINTENANCE JURISDICTION TABLE

BRIDGES CULVERTSPIN

J

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G E

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E S I

P E

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COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MST-1MISCELLANEOUS TABLES

C

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TOWN OF NISKAYUNA

CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

PERPENDICULAR TO THE TRAVEL DIRECTION.

NOTE: ALL EXISTING GRATES TO BE RESET SHALL HAVE OPENING TURNED

BRIDGES CULVERTSPIN

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COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MST-2MISCELLANEOUS TABLES

C

C O

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M

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C

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M

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N O

C

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TOWN OF NISKAYUNA

CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

BRIDGES CULVERTSPIN

J

N A

G E

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E S I

P E

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O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

ON NYW5-32P AND W11-1 SIGN POSTS SHALL BE YELLOW.

POSTS SHALL BE RED. SIGN POST REFLECTIVE STRIP PLACED

SIGN POST REFLECTIVE STRIP PLACED ON R1-1 AND R1-2 SIGN

NOTE:

YIELDYIELD

LANE

IN

LANE

IN

YIELDYIELD

LANE

IN

LANE

IN

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MST-3MISCELLANEOUS TABLES

C

C O

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M

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C

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T

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C E

M

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C

C O

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TOWN OF NISKAYUNA

CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

BRIDGES CULVERTSPIN

J

N A

G E

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E S I

P E

R V I S

O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MST-4MISCELLANEOUS TABLES

C

C O

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M

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C

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TOWN OF NISKAYUNA

CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

BRIDGES CULVERTSPIN

J

N A

G E

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O R

COUNTY:

P R

O J

E

N A

G E

R D

E S I G

N D

R A

F T I N

G C

H E

C K

C H

E C

K

ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

AFFIX SEAL:

F I

S

A

T E

T I

ALTERED BY:

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

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

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

DRAWING NO.

SHEET NO.

REGION:

UTILQLVL

GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

F I L

E A

B B

R E

V

D

A T

E

N

T U

S E

R

Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

UTILQLVL D

SCHENECTADY

MST-5MISCELLANEOUS TABLES

C

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TOWN OF NISKAYUNA

CR 24 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

GRAND BOULEVARD

EXISTING CENTERLINE. ALIGNMENT PROVIDED FOR REFERENCE ONLY.

AND DATA COLLECTED ON SITE. THE INTENT OF THE PROJECT IS TO MAINTAIN THE

1. BASE MAPPING DEVELOPED FROM INTERPOLATION OF FEATURES FROM AERIAL IMAGERY

NOTE:

BRIDGES CULVERTSPIN

J

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COUNTY:

P R

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

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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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GREENMAN - PEDERSEN, INC

DESCRIPTION OF ALTERATIONS:

AS-BUILT REVISIONS

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Albany, NY 12205

80 Wolf Road, Suite 600

Greenman-Pedersen, Inc.

SCHENECTADY COUNTY

518.453.9431 GPINET.COM

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SCHENECTADY

MSD-1MISCELLANEOUS DETAILS

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CR 23 D040857PAVEMENT PRESERVATION & BICYCLE IMPROVEMENTS

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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED

ON:

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T E

T I

ALTERED BY:

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

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

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE…