IND-1
2
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. DESCRIPTION
ABBR. DESCRIPTION
UTILITIES
TOPOGRAPHY (DRAINAGE)
4 INCHES CASED DRILL HOLE
1 INCH SAMPLER (RETRACTABLE PLUG)
2‚ INCHES CASED DRILL HOLE
SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
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:
INDEX AND ABBREVIATIONS
LIST OF STANDARD SHEETS:
INDEX TOTAL NUMBER OF SHEETS
DESCRIPTION DRAWING NUMBERNUMBER
SHEET
TRAFFIC SIGNAL PLANS
MTD-1 TO MTD-8
25
WORK ZONE TRAFFIC CONTROL PLANS
GENERAL NOTES
LEGEND, LINE AND POINT SYMBOLOGY
INDEX AND ABBREVIATIONS
TITLE SHEET1
2
3-4
COVER
INDEX
LEG-1 T0 LEG-2
GNN-15
6 WZP-1
7 TSN-1TRAFFIC SIGNAL NOTES
MISCELLANEOUS DETAILS
16-23
8-15
25 EOQ-1ESTIMATE OF QUANTITIES
TSP-1 TO TSP-4A
24 EIQ-1
680-10, 680-11, 680-13, 680-17, 685-01
619-30, 619-50, 619-51, 645-01, 645-03, 680-01, 680-02, 680-04, 680-05, 680-06, 680-08,
604-02, 608-01, 608-07, 609-01, 619-01, 619-02, 619-04, 619-10, 619-11, 619-12, 619-20,
ESTIMATE OF INTERSECTION QUANTITIES
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
6.
5.
4.
3.
2.
1.
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
HAVE CORRESPONDING EXISTING FEATURES.
FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
WAY) AND SHOULD BE LABELED ON THE PLANS.
UNIQUE SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL
MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A
(0.015 in ON B SIZE DRAWINGS).
EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER
PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY
CORRESPONDING PROPOSED FEATURES.
FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
SIDEWALK, UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY
THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
3
LEG-1LEGEND, LINE, & POINT SYMBOLOGY
NOTES:
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
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
REFERENCE MARKERS
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
UP
UPD
UPL
USMH
UTB
UTLM
UTMH
UTVPB
UUJB
UUMH
UUVL
UWFH
UWM
UWMH
UWV
UWW
G
G
O
P
T
C
C
W
W
SPM PARKING METER
SPREAD SPECT. TRANSCEIVER
TELEPHONE DEMARCATION BLK
SUBSURFACE TEMP. PROBE
MICRO SPEED & COUNT SENSOR
A
B
UNKNOWN, JUNCTION BOX
UTVLM
POST, SINGLE
FP
S
T
W
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
MHBCP
MPCC
MPDH
MPF
MPIP
MPIR
MPM
MPMM
MPN
MPRS
MPSP
MPST
MPTW
MPWL
TRAFFIC CONTROL
TCMC
TCPP
TCSH
TCSP
C
ELECTRIC, BOX
ELECTRIC, METER
ELECTRIC, MANHOLE
ELECTRIC, POLE, TRANS.
UEB
UEM
UEMH
UEPT
E
E
E
MJCP PT., JURIS. CITY
PT., CROSS CUT
UTILITIES
EASEMENT, PERM., BACK LINEEASEMENT, PERM., BACK LINE
DSMTXX_P
1
2
3
4
5
MEPAP_P
EIOP_P
ETRS_P
ADPI_P
G
A
A
P
CDPD
C
C
IDEFAULT
EZ
EZ-T
XC
H
LC
PM
M
M
VMS
PA
PVMS
RM
RWIS
SS
TC
TP
WVR
V
V
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
RFM
NAMENAME NAME NAME
SRSC3
SRSC4
SRSCT2
SRSCT4
SRSI
SRSN2
SRSN3
SRSS2
SRSS3
SRSS4
A
A
FEE ACQUISITION, SHAPE
A
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_TFEE 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
SEE LEG-1 FOR NOTES.
4
LEG-2LEGEND, LINE, & POINT SYMBOLOGY
CULVERTS
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COUNTY:
PR
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GC
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CH
EC
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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
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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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
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$D
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CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
GENERAL NOTES
UTILITY NOTES
ELECTRICAL SAFETY NOTE
DAMAGE TO EXISTING STRUCTURES; VEGETATION/SHRUBS; OR OTHER AMENITIES
GENERAL NOTES
ARE AS FOLLOWS:
QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY RECOGNIZED AND
THE UNDERGROUND UTILITY INFORMATION SHOWN IS BASED ON QUALITY LEVEL "D". FOUR SEPARATE 4.
206.05 - TEST PIT EXCAVATION.
AND LOCATIONS OF LINES THAT MAY BE SUBJECT TO DAMAGE. COST TO BE INCLUDED UNDER ITEM
THE CONTRACTOR SHALL MAKE EXPLORATIONS IF NECESSARY AOBE TO DETERMINE THE DIMENSIONS 3.
THE WORK, AND THE COST THEREOF CHARGED AGAINST THE CONTRACTOR.
IMMEDIATE NECESSARY REPAIRS, THE RESPECTIVE OWNING COMPANIES OR MUNICIPAL FORCES MAY DO
UTILITIES SHALL BE AT THE EXPENSE OF THE CONTRACTOR. IF THE CONTRACTOR DOES NOT MAKE
MAY NOT CEASE WORK UNTIL SERVICE IS RESTORED. ALL COSTS TO REPAIR OR REPLACE DAMAGE
IN SAID SERVICE, THE CONTRACTOR SHALL IMMEDIATELY COMMENCE WORK TO RESTORE SERVICE AND
IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE, CAUSING THE INTERRUPTION 2.
N.Y. TO HAVE UNDERGROUND UTILITIES LOCATED.
CONSTRUCTION IS PREVENTED. PRIOR TO ANY EXCAVATION, THE CONTRACTOR IS TO CALL DIG SAFELY
SUCH THAT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE COURSE OF
THE CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OPERATIONS AND TAKE NECESSARY PRECAUTIONS
FIELD. ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE
BE CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATIONS SHALL BE DETERMINED IN THE
LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO 1.
DRAINAGE NOTES
RIGHT-OF-WAY NOTES
UNDERGROUND UTILITIES LOCATED.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL "DIG SAFELY" (1-800-962-7962) TO HAVE 6.
CONTRACT.
PROVIDING PROTECTION OF UNDERGROUND UTILITIES SHALL BE INCLUDED UNDER VARIOUS ITEMS IN THE
SO THAT WHEEL LOADINGS FROM CONSTRUCTION VEHICLES DO NOT DAMAGE THE UTILITY. THE COST OF
DURING THE CONSTRUCTION. METHODS OF PROTECTION MAY INCLUDE STEEL PLATES OVER THE UTILITY
THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN PLACE FROM DAMAGE 5.
COMPANY RECORDS OR RECOLLECTIONS. (SHOWN AS QLD)
THE PLANS WAS DERIVED SOLELY FROM EXISTING CITY, NYSDOT AND/OR UTILITY
QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON
INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)
UTILITY FEATURES AND BY USING PROFESSIONAL JUDGEMENT IN CORRELATING THIS
ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE-GROUND
QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN
WERE PERFORMED. (SHOWN AS QLB)
SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE PLANS. NO EXCAVATIONS
SURFACE GEOPHYSICS AT ANY POINT OF THEIR DEPICTION. THE INFORMATION WAS
SUBSURFACE UTILITY FACILITIES. QUALITY LEVEL B DATA ARE REPRODUCIBLE BY
ETC.) TO IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF
SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS,
SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE APPLICATION OF APPROPRIATE
QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY. THE INFORMATION
OTHER OWN FACILITY ATTRIBUTES. (SHOWN AS QLA)
DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS, AS WELL AS THEIR
UTILITIES, USING (TYPICALLY) MINIMALLY INTRUSIVE EXCAVATION EQUIPMENT TO
PREVIOUSLY EXPOSED AND SURVEYED UTILITY FACILITIES) OF THE SUBSURFACE
THE PLANS HAS BEEN OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF
QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION SHOWN ON
5
GNN-1
THE HIGHWAY BOUNDARY SHOWN IN THE PLANS IS BASED ON FULTON COUNTY TAX MAPS.5.
SPECIFICATIONS SECTION 107-08 AND 107-13).
SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES 4.
105-15, 107-13).
SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTIONS
PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST
ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE
LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED BY THE ENGINEER AND IN NO INSTANCE
NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS,
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY 3.
(STANDARD SPECIFICATION SECTIONS 105-10 AND 625).
DEFINITIVE BOUNDARY DETERMINATION BEFORE AND WORK MAY BE INITIATED AT THOSE LOCATION
CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE ENGINEER FOR
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT 2.
INSTALLATION OF ANY FENCES OR PROTECTIVE BARRIER.
VEGETATION REMOVAL AND MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE
TO VEHICLE ACCESS; STORAGE OR EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING;
ASSURE HIMSELF THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED
IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO
THE WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) 1.
AND TO THE SATISFACTION OF THE ENGINEER.
WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR WITHOUT COST TO THE STATE OR CITY
ALL DAMAGE TO THE EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT PART OF THE INTENDED
EXISTING STRUCTURES OR MATERIALS WHICH ARE NOT INCLUDED AS PART OF THE INTENDED WORK.
THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE CAUSED BY HIS OPERATIONS TO THE
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.
CONTRACT DOCUMENTS AND PER SECTION 104-04 OF THE STANDARD SPECIFICATIONS.
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 17.
ITEM 625.01-SURVEY OPERATIONS.
SECTION 625 OF THE STANDARD SPECIFICATIONS. COST FOR THIS WORK SHALL BE INCLUDED UNDER
THE CONTRACTOR SHALL PROVIDE SURVEY AND STAKEOUT AS REQUIRED AND IN ACCORDANCE WITH 16.
IN THE CONTRACT.
FULLY OPERATIONAL AT ALL TIMES (A.O.B.E.). THIS WORK SHALL BE INCLUDED UNDER VARIOUS ITEMS
THE CONTRACTOR SHALL KEEP ALL DRAINAGE FACILITIES, WITHIN THE CONTRACT LIMITS, CLEAN AND 15.
INCLUDED IN THE PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.
BE REQUIRED. THERE SHALL BE NO DIRECT PAYMENT FOR ANY DE-WATERING SYSTEMS. COST SHALL BE
PROVISIONS TO DE-WATER EXCAVATIONS, DUE TO CONSTRUCTION OPERATIONS ALONG THE PROJECT MAY 14.
NYSDOT STANDARD SPECIFICATIONS.
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 13.
THE SATISFACTION OF THE ENGINEER.
UNDER THIS CONTRACT, SHALL BE RESTORED TO AN ACCEPTABLE CONDITION AS SPECIFIED BY AND TO
PAVED AREAS DISTURBED BY THE CONTRACTOR WHICH ARE NOT PART OF THE WORK TO BE PERFORMED 12.
MADE.
STRUCTURES, ROADWAYS OR THE VARIOUS ITEMS IN THE CONTRACT. NO SEPARATE PAYMENT SHALL BE
BE REQUIRED OR THAT MAY BE DIRECTED BY THE ENGINEER TO PROTECT THE SAFETY OF ADJACENT
THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SUPPORTS, BRACING OR OTHER DEVICES THAT MAY 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.
FOR THE APPROPRIATE ITEMS AND PER SECTION 104-04 OF THE STANDARD SPECIFICATIONS.
THE CONTRACTOR AS ORDERED BY THE ENGINEER AND PAYMENT SHALL BE MADE AT THE BID PRICE
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.
PRICE BID FOR VARIOUS ITEMS IN THE CONTRACT.
ENGINEER PRIOR TO IMPLEMENTATION AND THE COST FOR THIS WORK SHALL BE INCLUDED IN THE
WITH DRAINAGE BAGS TO PREVENT RUNOFF. ALL MEASURES TAKEN SHALL BE APPROVED BY THE
WHILE INSTALLING SIDEWALK AND CURB RAMPS ALL ADJACENT CATCH BASINS SHALL BE PROTECTED
SEDIMENTATION OR OTHER DISCHARGES WHICH WOULD AFFECT PROPERTIES OR DRAINAGE STRUCTURES.
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.
OF THE STANDARD SPECIFICATIONS.
WORK PERFORMED, AS INDICATED BY THE VARIOUS ITEMS IN THE CONTRACT AND PER SECTION 104-04
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 WILL
TO MODIFICATIONS AS MAY BE REQUIRED DUE TO ANY DIFFERENCE BETWEEN ACTUAL FIELD CONDITIONS
THERE SHALL BE NO CLAIM AGAINST THE STATE OR CITY BY THE CONTRACTOR FOR WORK PERTAINING 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.
SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONDITIONS AND A.O.B.E.
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, 2020 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.
CONTRACTOR AND APPROVED BY THE ENGINEER AND/OR CITY.
PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. SUCH NOTICES WILL BE FURNISHED BY THE
THE CONTRACTOR SHALL NOTIFY RESIDENTS AND BUSINESSES LOCATED IN THE WORK ZONE 72 HOURS 26.
BACKFILL OPERATION WITH THE PAVEMENT LIMITS.
TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF COMPLETION OF EXCAVATION AND
TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT WITH EFFORTS COORDINATED WITH THE CITY.
THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM 25.
AREAS ARE TO BE APPROVED BY THE ENGINEER IN CHARGE.
ESCAPE INTO WETLANDS, DRAINAGE SYSTEMS OR WATERS OF NEW YORK STATE. DESIGNATED WASH OUT
DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL NOT BE ALLOWED TO 24.
TO COMPENSATION FOR SAID TIME DELAYS, REMOVALS, OR REPLACEMENTS.
TO DO SO MAY CAUSE TIME DELAYS FOR THE CONTRACTOR. THE CONTRACTOR WILL NOT BE ENTITLED
APPROVED BY THE ENGINEER PRIOR TO ORDERING, FABRICATING, OR INSTALLING MATERIALS. FAILURE
SUBMITTALS, CATALOG CUTS, SAMPLES, AND SHOP DRAWINGS MUST BE RECEIVED, REVIEWED, AND 23.
US SURVEY FEET.
STATE PLANE COORDINATE SYSTEM, TRANSVERSE MERCATOR PROJECTION, EASTERN ZONE, NAD 1983 IN
BASED ON NAVD DATUM 1988. THE HORIZONTAL DATUM SHOWN IS REFERENCED TO THE NEW YORK
INVERT ELEVATIONS MEASURED DURING A FIELD EVALUATION IN DECEMBER 2019. ELEVATIONS ARE
THE SURVEY WAS PERFORMED BY GREENMAN-PEDERSEN, INC IN MAY 2019 AND SUPPLEMENTED WITH 22.
CONSTRUCTION SEQUENCE TO THE ENGINEER FOR APPROVAL.
TWO WEEKS PRIOR TO THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL SUBMIT A PROPOSED 21.
PROPORTIONALLY AND ARE FULLY DIMENSIONED.
FOR VISUAL CLARITY. ALL OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN
DETAILS ON THE DRAWINGS LABELED AS 'NOT TO SCALE' ARE INTENTIONALLY DRAWN NOT TO SCALE 20.
RESPECTIVE ITEMS IN THE CONTRACT.
WATERING NEEDED FOR VEGETATION AND OTHER LANDSCAPING ITEMS SHALL BE INCLUDED UNDER EACH 19.
WITH APPLICABLE OSHA REGULATIONS AND TO HAVE PASSED THE OSHA 10 HOUR SAFETY COURSE.
THE CONTRACTOR SHALL BE REQUIRED TO PROTECT THEIR WORKERS AT ALL TIMES IN CONFORMANCE 18.
CONTRACTOR'S SAFETY REQUIREMENTS.
TO ELECTRICAL SAFETY NOTE CONTAINED IN SECTION 100 OFTHE NYS STANDARD SPECIFICATIONS FOR
HIGH VOLTAGE AERIAL AND UNDERGROUN LINES MAY BE PRESENT WITHIN THE PROJECT LIMITS. REFER 1.
BE USED. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 206.0201.
FOR BACKFILL BY THE ENGINEER THEN SUITABLE MATERIAL, AS APPROVED BY THE ENGINEER, SHALL
IF MATERIAL EXCAVATED FOR PIPE OR DRAINAGE STRUCTURE INSTALLATION IS DEEMED UNSUITABLE 7.
LOCAL CODES, STANDARD ORDINANCES, RULES AND REGULATIONS.
ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND 6.
INFORMATION.
REFER TO THE MISCELLANEOUS DETAILS SHEETS AND NYSDOT STANDARD SHEETS FOR ADDITIONAL 5.
BATTERED GROUT SEAL TO BOTH THE INSIDE AND OUTSIDE OF THE STRUCTURE.
ALL SICPP PIPE ENDS SHALL PROTRUDE 2 INCHES INTO THE DRAINAGE STRUCTURE TO PROVIDE A 4.
UTILITIES ENCOUNTERED DURING TRENCHING.
CONTRACTOR SHALL PROTECT WORKERS WITHIN THE EXCAVATION AND SUPPORT ANY NEW OR EXISTING
FT. PAYMENT FOR THE EPS SHALL BE INCLUDED UNDER ITEM 552.17. THE EPS PROVIDED BY THE
IF NEEDED, AN EXCAVATION PROTECTION SYSTEM (EPS) SHALL BE USED FOR ALL EXCAVATIONS OVER 5 3.
ORDERING ANY DRAINAGE MATERIALS.
DETERMINED IN THE FIELD. THESE MEASUREMENTS MUST BE CONFIRMED BY THE CONTRACTOR PRIOR TO
EXACT OFFSETS AND SIZES OF DRAINAGE STRUCTURES ALONG WITH LENGTHS OF PIPE MUST BE 2.
TO BE PERFORMED.
REPRESENTATION OF ACTUAL FIELD CONDITIONS TO BE ENCOUNTERED OR EXACT QUANTITIES OF WORK
QUANTITIES SHALL NOT BE DEEMED OR CONSIDERED BY THE CONTRACTORS AS A WARRANTY OR
CONDITIONS AND QUANTITIES SHOWN ON THE DRAINAGE TABLE ARE ESTIMATED. THESE CONDITIONS AND 1.
CULVERTS
JO
B
MA
NA
GE
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ESIG
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OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
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=
US
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=
DA
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=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
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NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
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OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
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085870.oN
WORK ZONE TRAFFIC CONTROL NOTES WORK ZONE TRAFFIC CONTROL NOTES (CON'T)
PEDESTRIAN AND BICYCLE ACCOMMODATION
DELINEATION
WORK ZONE TRAFFIC CONTROL NOTES
FLAGGING
6
WZP-1
COMPLETED THEIR WORK AT THE RESPECTIVE INTERSECTION UNLESS OTHERWISE APPROVED BY THE ENGINEER.
ANY PROPOSED SIDEWALK OR RAMP SHALL REMAIN CLOSED TO PEDESTRIANS UNTIL THE CONTRACTOR HAS 3.
PRICE FOR ITEM 619.01 - BASIC WORK ZONE TRAFFIC CONTROL.
AND EQUIPMENT NECESSARY TO MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC SHALL BE INCLUDED IN THE BID
TRAFFIC OR PRESENT A SAFETY HAZARD TO THE NON-MOTORIZED PUBLIC. ALL NECESSARY LABOR, MATERIAL,
OR OTHER SUCH BARRIERS SHALL NOT BE PLACED OR PARKED SO AS TO OBSTRUCT PEDESTRIAN/BICYCLE
MAINTAINED THROUGHOUT OR AROUND THE PROJECT FOR THE DURATION OF CONSTRUCTION. MATERIAL, EQUIPMENT
THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT PEDESTRIAN AND BICYCLE TRAFFIC IS TO BE 2.
MAINTENANCE, AND THE MANAGEMENT OF TRAFFIC.
THROUGH THE WORK ZONE SHALL BE AN ESSENTIAL PART OF THE HIGHWAY CONSTRUCTION, UTILITY WORK,
THE NEEDS AND CONTROL OF ALL ROAD USERS WITHIN THE HIGHWAY, INCLUDING PERSONS WITH DISABILITIES, 1.
AVOID CONFLICTS FOR TIMELY COMPLETION OF THE WORK.
MAINTENANCE OR RELOCATION WORK WITH RESPECT TO SITE ACCESS, TRAFFIC CONTROL AND SCHEDULING TO
IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL PUBLIC AND PRIVATE UTILITIES FOR 19.
OF GLOVERSVILLE NOISE ORDINANCE.
WILL NOT BE ALLOWED UNLESS APPROVED BY ENGINEER. NIGHTTIME CONSTRUCTION IS DEFINED PER THE CITY
THE CONTRACTOR IS ADVISED THAT THROUGHOUT THE DURATION OF THE PROJECT, NIGHTTIME CONSTRUCTION 18.
WITH SECTION 619 OF THE NYSDOT STANDARD SPECIFICATIONS.
PEDESTRIAN AND BICYCLIST TRAFFIC SHALL BE MAINTAINED AND PROTECTED AT ALL TIMES IN ACCORDANCE 17.
SHALL BE PROVIDED BY THE CONTRACTOR. COST SHALL BE INCLUDED IN ITEM 619.01.
IN THE ENGINEER'S JUDGMENT, FLAGS ON SIGNS ARE NECESSARY DUE TO LIMITED SIGHT DISTANCE. THEY 16.
WHERE RESTRICTED SIGHT DISTANCE IMPEDES THE FLOW OF TRAFFIC OR A.O.B.E.
FLAGGERS SHALL BE LOCATED AT ALL ACTIVE WORK AREAS AND AT OTHER LOCATIONS WITHIN A WORK AREA 15.
FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF INCIDENTAL FLAGGING.2.
THE USE OF TEMPORARY SIGNALS AS SUBSTITUTE FOR FLAGGERS WILL NOT BE ALLOWED ON THIS PROJECT. 1.
EFFORTS TOWARDS THE PROTECTION OF TRAFFIC AND PERSONNEL SHALL BE THE ENGINEER.
ETC. ARE IN PLACE AND IN GOOD CONDITION. THE SOLE JUDGE OF THE EFFECTIVENESS OF THE CONTRACTOR'S
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SURE THAT ALL SIGNS, CONES, FLASHERS, BARRIERS, 14.
BE TAKEN TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.
PRACTICES, ALL OPERATIONS IN THAT AREA SHALL BE DISCONTINUED AND IMMEDIATE REMEDIAL ACTION SHALL
IF THE ENGINEER NOTIFIES THE CONTRACTOR OR HIS SUPERINTENDENT OF ANY HAZARDOUS CONSTRUCTION 13.
TO MAINTAIN THIS ACCESS.
THE ENGINEER, SHALL BE BORNE BY THE CONTRACTOR, INCLUDING PROVIDING TEMPORARY ASPHALT PAVEMENT
INTERSECTING HIGHWAYS, HOMES AND COMMERCIAL ESTABLISHMENTS AT ALL TIMES, TO THE SATISFACTION OF
THE COST OF PROVIDING AND MAINTAINING SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM 12.
COSTS FOR ALL TEMPORARY SIGNS FOR WORK ZONE TRAFFIC CONTROL SHALL BE INCLUDED UNDER ITEM 619.01.11.
MAY BE ORDERED BY THE ENGINEER. COST TO BE INCLUDED UNDER ITEM 619.01.
CONTROL DURING CONSTRUCTION OPERATIONS. ANY ADDITIONS OR DELETIONS TO THE TRAFFIC CONTROL PLANS
INCLUSIVE, BUT RATHER SERVE AS A GUIDE FOR THE SAFE AND EFFICIENT SEQUENCE OF TEMPORARY TRAFFIC
THE WORK ZONE TRAFFIC CONTROL PLANS PROVIDED AS PER STANDARD SHEETS ARE NOT INTENDED TO BE ALL 10.
CONTRACTOR'S SOLE COST AND EXPENSE.
CONTRACTOR, SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE ENGINEER AT THE
WITHIN THE CONTRACT LIMITS THAT ARE NOT SCHEDULED TO BE REPLACED, AND ARE DAMAGED BY THE
ENGINEER. LOCAL STREET PAVEMENT, CURBS, VEGETATION, SIDEWALKS, AND OTHER APPURTENANCES LOCATED
EQUIPMENT, AND TAKE SUCH PROTECTIVE MEASURES AS HE/SHE DEEMS NECESSARY OR AS DIRECTED BY THE
ALL OF THE RULES, REGULATIONS, AND DIRECTIONS OF LOCAL MUNICIPALITIES RELATIVE TO SUCH HANDLING OF
SIDEWALKS WHEN IT IS NECESSARY TO MOVE EQUIPMENT THROUGH LOCAL STREETS. HE/SHE SHALL OBSERVE
THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO AVOID DAMAGING EXISTING PAVEMENT, CURBS, AND 9.
THE SIGNS ARE NOT TO BE TAKEN DOWN UNTIL ALL TRAFFIC CONTROL DEVICES HAVE BEEN REMOVED.
FAR END OF THE LANE CLOSURE AND WORKING TOWARDS THE SIGNS AT THE BEGINNING OF THE LANE CLOSURE.
WHEN REOPENING DRIVING LANES TO TRAFFIC, THE CONTRACTOR SHALL START BY MOVING THE DEVICES AT THE 8.
THE ENGINEER.
TRAFFIC, SHALL NOT BE PERMITTED, EXCEPT FOR TRAFFIC CONE PICK-UP OR AS SPECIFICALLY PERMITTED BY
DRIVING AGAINST TRAFFIC AT ANY TIME, REGARDLESS OF WHETHER OR NOT THE AREA HAS BEEN CLOSED TO 7.
OF THE ENGINEER.
MATERIAL SHALL BE STORED OR VEHICLES PARKED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE APPROVAL
THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE OF THE TRAVELWAY. NO 6.
EASILY SEEN BY APPROACHING TRAFFIC.
EQUIPPED WITH AN APPROVED AMBER ROTATING SAFETY LIGHT. THIS LIGHT SHALL BE MOUNTED SO AS TO BE
ALL VEHICLES AND EQUIPMENT THAT SHALL BE MOVING IN AND OUT OF TRAFFIC AT WORK AREAS SHALL BE 5.
HOWEVER ANY COSTS RESULTING FROM THESE CHANGES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR MAY SUBMIT REVISIONS TO THESE PLANS, IN WRITING, TO THE ENGINEER FOR APPROVAL, 4.
TRAFFIC CONTROL, OR AS AMENDED ON THESE PLANS, FOR THE DURATION OF THE PROJECT.
TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH ALL PROVISIONS OF ITEM 619.01 - BASIC WORK ZONE 3.
(MUTCD) AND NYS SUPPLEMENT.
NYSDOT STANDARD SPECIFICATIONS, THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
ALL WORK ZONE TRAFFIC CONTROL ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT 2.
619 OF THE CURRENT NYS STANDARD SPECIFICATIONS AND SECTION 619 OF THE NYS STANDARD SHEETS.
THE FOLLOWING NOTES ARE INTENDED TO SUPPLEMENT AND CLARIFY REQUIREMENTS SET FORTH IN SECTION 1.
WORK AREA COORDINATION
THE CITY OF GLOVERSVILLE SHALL BE NOTIFIED 2 WEEKS IN ADVANCE OF ANY SCHEDULED WORK.3.
ON-STREET PARKING CLOSURES.
NO CONFLICTS. THIS IS IS INCLUDE THE CITY OF GLOVERSVILLE POLICE DEPARTMENT FOR ANY NECESSARY
PUBLIC MAINTENANCE OPERATIONS, OR OTHER CONSTRUCTION ACTIVITIES IN THE AREA TO ENSURE THERE ARE
THE CONTRACTOR SHALL COORDINATE ALL CONTRACT WORK WITH ANY UTILITY WORK, SUBCONTRACTORS WORK, 2.
SEQUENCES OF OPERATION AND A TIME SCHEDULE.
APPROVAL AN OUTLINE OF HIS PROPOSED METHODS AND MANNER OF EXECUTING THE WORK. INCLUDING
IT IS THE RESPONSIBILITY OF THE CONTRACTOR, BEFORE COMMENCING WORK, TO SUBMIT TO THE ENGINEER FOR 1.
EQUIPMENT RUNNING AFTER THE SCHEDULED QUITE TIMES PER CITY OF GLOVERSVILLE NOISE ORDINANCE.
THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE THE SCHEDULED START TIMES, NOR KEEP 27.
3 PM TO 6 PM
MONDAY THROUGH FRIDAY 7 AM TO 9AM
OTHERWISE APPROVED BY THE CITY OF GLOVERSVILLE.
THERE SHALL BE NO TEMPORARY LANE CLOSURES ALLOWED BETWEEN THE FOLLOWING HOURS, UNLESS 26.
INSTRUCTION 17-010 FOR TEMPORARY LANE/SHOULDER CLOSURE RESTRICTIONS.
RESTRICTIONS ARE IN PLACE FOR THIS PROJECT. THE CONTRACTOR SHALL REFERENCE NYSDOT ENGINEERING
HOLIDAY WORK RESTRICTIONS: WORK RESTRICTIONS: THE CONTRACTOR SHOULD BE AWARE THAT WORKING 25.
THE MINIMUM WIDTH OF TRAVEL LANES SHALL BE 10 FEET UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 24.
SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01.
IN THE ROADWAY AREA TO PROVIDE A SMOOTH TRANSITION. THE COST FOR ANCHORED PLATES AND PAVEMENT
LOADINGS DUE TO CONSTRUCTION VEHICLES AND EQUIPMENT. STEEL PLATES SHALL BE RAMPED WITH ASPHALT
SUBGRADE, SUBBASE COURSES OR BASE COURSES TO PROTECT SHALLOW UTILITY FACILITIES FROM WHEEL
ALL TRENCH EXCAVATIONS DURING NON-WORKING HOURS. ANCHORED STEEL PLATES SHALL ALSO BE PLACED ON
THE CONTRACTOR SHALL BACKFILL ALL OPEN EXCAVATIONS OR PROVIDE ANCHORED STEEL PLATES TO COVER 23.
PANELS OR TUBULAR MARKERS ARE STRUCK.
ENGINEER, WHICH SHALL NOT PRESENT A HAZARD TO MOTORISTS OR WORKERS IF THE CONES, DRUMS, VERTICAL
THIS BY DOUBLING CONES, THE USE OF SAND BAGS, RINGS OR BY OTHER MEANS, AS APPROVED BY THE
DEVICES FROM BEING BLOWN OVER OR DISPLACED BY PASSING VEHICLES. THE CONTRACTOR SHALL ACCOMPLISH
TRAFFIC, THE CONTRACTOR SHALL TAKE WHATEVER STEPS ARE NECESSARY TO PREVENT ALL TRAFFIC CONTROL
WHERE DRUMS, CONES, VERTICAL PANELS OR TUBULAR MARKERS ARE USED IN CONTROLLING THE MOVEMENT OF 22.
NORMAL WORKING HOURS. DUPLICATE COPIES OF THE ABOVE SHALL BE FILED WITH THE ENGINEER.
OR PERSONS AUTHORIZED TO SECURE LABOR, MATERIALS AND EQUIPMENT FOR EMERGENCY REPAIRS OUTSIDE OF
LAW ENFORCEMENT AND GOVERNMENT AGENCIES THE NAME, ADDRESS AND TELEPHONE NUMBER(S) OF THE PERSON
RESPONSIBILITY FOR EMERGENCY REPAIRS: THE CONTRACTOR SHALL, IN WRITING, SUBMIT TO THE APPROPRIATE 21.
AUTHORITIES, AND AMBULANCE SERVICES THROUGHOUT THE PROJECT AREA AT ALL TIMES.
THE CONTRACTOR SHALL PROVIDE SAFE AND CONVENIENT EMERGENCY ACCESS FOR LOCAL FIRE, POLICE 20.
CLOSURE OR TAPER. DIFFERENT CHANNELIZATON DEVICES MAY BE USED ON DIFFERENT AREAS OF THE PROJECT.
THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES (CONES, BARRELS, VERTICAL PANELS) IN A LINEAR 2.
CLEARANCE TO THE TRAVELWAY.
ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED AS TO PROVIDE A MINIMUM 1 FOOT LATERAL 1.
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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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
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CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
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REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
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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,
TRAFFIC SIGNAL NOTES PROJECT SPECIFIC NOTES
TSN-1
AS-BUILT PLANS
EACH INTERSECTION.
AS-BUILT PLANS. AS-BUILT PLANS SHALL BE SUBMITTED TO THE CITY FOR
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DEVELOPING 1.
TRAFFIC SIGNAL NOTES
TRAFFIC SIGNAL NOTES
THE LENGTH OF THE ANCHOR BOLTS PLUS 6 INCHES
THAN THE LENGTH OF THE ANCHOR BOLTS. THE CONTRACTOR SHALL EXCAVATE TO
INTO ROCK EQUAL TO THE FOOTING DIAMETER. IF THE RESULTING DEPTH IS LESS
OVERBURDENS, THE FOOTING LENGTH MAY BE DECREASED TO PROVIDE EMBEDMENT
INTO THE ROCK EQUAL TO THE FOOTING DIAMETER PLUS 2 FT. FOR DEEPER
THEN THE FOOTING LENGTH MAY BE DECREASED SO AS TO PROVIDE AN EMBEDMENT
"MINIMUM EMBEDMENT" LENGTH GIVEN IN THE TABLE ON STANDARD SHEET 680-01,
THE DEPTH OF THE SOIL OVER THE ROCK IS ONE-THIRD OR LESS THAN THE
WHERE SOUND BEDROCK IS ENCOUNTERED DURING POLE EXCAVATION OPERATIONS AND 22.
ENGINEER SHALL BE NOTIFIED.
SOILS ARE ENCOUNTERED IN THE EXCAVATION FOR A POLE FOUNDATION, THE
IN THE EVENT THE UNSUITABLE MATERIALS SUCH AS SILTS, SOFT CLAY OR ORGANIC 21.
BID PRICE AS APPLICABLE.
ADJACENT AREA, PAYMENT FOR WORK AND MATERIALS IS TO BE INCLUDED IN THE
REMOVED, ANY DISTURBED GROUND SHALL BE RESTORED TO A CONDITION MATCHING
IN AREAS WHERE SIGNAL POLES ARE INSTALLED OR WHERE SIGNAL EQUIPMENT IS 20.
BE PERMITTED.
PEDESTRIAN HEADS SHALL BE DRILLED. THE USE OF CUTTING TORCHES SHALL NOT
ALL HOLES FOR LB, CONDUITS, EYEBOLTS, AND POLE MOUNTED SIGNAL AND/OR 19.
BOLT COVERS.
ALL ANCHOR BASE PEDESTRIAN SIGNALS POLES SHALL BE EQUIPPED WITH ANCHOR 18.
ZONE TRAFFIC CONTROL.
DEVICES. COST SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 619.01 - BASIC WORK
SHALL BE INSTALLED AS REQUIRED BY THE MANUAL OF UNIFORM TRAFFIC CONTROL
THE CONTRACTOR IS WORKING AT THAT INTERSECTION. ADDITIONAL CONSTRUCTION SIGNS
CONSTRUCTION SIGNS SHALL BE INSTALLED ON ALL LEGS OF AN INTERSECTION WHILE 17.
IN THE PRICE BID UNDER ITEM 680.5001-POLE EXCAVATION AND CONCRETE FOUNDATION.
B) THE COST OF THE ANCHOR BOLTS AND THE STEEL REINFORCING SHALL BE INCLUDED
THE MAST ARMS AND TRAFFIC SIGNAL HEADS ARE INSTALLED.
THE SIGNAL POLE IS ERECTED, AND SHALL CURE FOR A MINIMUM OF 28 DAYS BEFORE
A) THE CONCRETE POLE FOUNDATION SHALL CURE FOR A MINIMUM OF 14 DAYS BEFORE
FOR NEW ANCHOR BASE POLE INSTALLATIONS:16.
NO SPLICES SHALL BE ALLOWED IN THE SIGNAL CONTROL WIRE.15.
NECESSARY FOR THE OPERATION OF THE WORKING SIGNAL SYSTEM.
THE BASE CAPPED FOR FUTURE USE. THIS SHALL BE IN ADDITION TO THE CONDUITS
PRICE BID FOR THE FOUNDATION. ALL POLE BASES SHALL HAVE ONE UNUSED CONDUIT IN
THE COST OF THE CONDUIT WITHIN THE POLE FOUNDATION SHALL BE INCLUDED IN THE 14.
PRICE BID FOR ITEM 206.03.
ENCASE AND PROTECT THE RIGID PLASTIC CONDUITS COST OF CONCRETE IS INCLUDED IN
SIGNAL CONDUIT TRENCHES ACROSS ROADWAYS SHALL BE BACKFILLED WITH CONCRETE TO 13.
VARIOUS CONDUIT ITEMS.
CONDUIT INSTALLATIONS. THE COST SHALL BE INCLUDED IN THE PRICE BID FOR THE
METAL UTILITY LOCATION TAPE SHALL BE PLACED ABOVE ALL NEW RIGID PLASTIC 12.
CONDITION MATCHING ADJACENT AREAS.
CONTRACTOR. THE PULLBOX SHALL BE FILLED AND THE AREA SHALL BE RESTORED TO A
FOLLOWS: PULLBOX COVER AND FRAME SHALL BE REMOVED AND DISPOSED OF BY THE
ALL PULLBOXES TO BE REMOVED UNDER ITEM 680.82250801 SHALL BE REMOVED AS 11.
HOLE.
TERMINAL SHALL BE LOCATED ON THE OPPOSITE SIDE OF THE POLE FROM THE HAND
HAND HOLE IN THE POLE PER SECTION 724-03 OF THE STANDARD SPECIFICATIONS. THIS
ALL POLES SHALL BE EQUIPPED WITH A GROUNDING TERMINAL ACCESSIBLE THROUGH THE 10.
NIPPLES SHALL HAVE TAPERED THREADS.
HARDWARE SHALL BE MANUFACTURED WITH TWO SET SCREWS AND ALL THREADED POPE
ON ALL PEDESTRIAN SIGNAL HEAD ASSEMBLIES ALL FEMALE THREADED CONNECTING 9.
OPERATIONS.
AND PROTECT ALL FACILITIES ENCOUNTERED IN THE TRENCHING AND EXCAVATING
THE CONTRACTOR SHALL SATISFY THEMSELVES OF EXISTING CONDITIONS, AND SUPPORT
THE LOCATIONS OF ALL UNDERGROUND OBJECTS HAVE NOT BEEN SHOWN ON THE PLANS. 8.
ALL SERVICE CONNECTIONS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANY.
UNDER NO CONDITION SHALL THE CONTRACTOR MAKE THEIR OWN SERVICE CONNECTIONS. 7.
ANY SCHEDULED SIGNAL WORK.
THE CONTRACTOR SHALL NOTIFY THE CITY OF GLOVERSVILLE 48 HOURS IN ADVANCE OF 6.
THEIR INSTALLATION AND OFFICIAL ACCEPTANCE.
MAINTENANCE JURISDICTION OVER THE SIGNALS IN THIS CONTRACT UPON COMPLETION OF
UNLESS OTHERWISE NOTED, THE CITY OF GLOVERSVILLE/FULTON COUNTY SHALL HAVE 5.
WILL MAKE THE NECESSARY CORRECTIONS BEFORE THE SIGNAL IS ACCEPTED BY THE CITY.
CONTRACTOR WILL BE NOTIFIED OF ANY DEFECTS FOUND DURING THE INSPECTION AND
CONTRACTOR PROVIDE ACCESS TO ALL PULLBOXES FOR INSPECTION PURPOSES. THE
PERFORM AND INSPECTION OF THE SIGNAL SYSTEM. AT THE TIME OF INSPECTION, THE
UPON COMPLETION OF WORK, CITY/NYSDOT SIGNAL MAINTENANCE PERSONNEL SHALL 4.
NEMA SPECIFICATION TS 2-2003 AS AMENDED.
EQUIPMENT IS TO BE INSTALLED, SUCH EQUIPMENT SHALL MEET ALL REQUIREMENTS OF
WHERE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SPECIFICATION 3.
MODIFIED BELOW AND IN THE CONTRACT PLANS.
STATE STANDARD SHEETS 680-1 THROUGH 680-17 INCLUSIVE, AS APPLICABLE, EXCEPT AS
ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK 2.
CURRENT ADDENDA, EXCEPT AS MODIFIED BELOW IN THE CONTRACT DOCUMENTS.
(AS AVAILABLE ON THEIR WEBSITE) IN EFFECT AT THE TIME OF BIDDING, INCLUDING
CURRENT NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN ACCORDANCE WITH THE 1.
7
INSTALLATION.
MARKED IN THE FIELD AND APPROVED BY THE ENGINEER PRIOR TO THEIR
THE LOCATION OF THE CURB RAMPS, PEDESTRIAN POLES, AND PULLBOXES SHALL BE 10.
NYSDOT SPECIFICATIONS.
FOR ITEMS 206.03, 680.5001, 680.510501, OR AS SPECIFIED ON THE PLANS PER
ITEM 608.0101. ALL OTHER CONCRETE WORK SHALL BE INCLUDED IN THE BID PRICE
RELATED TO CONDUIT EXCAVATION AND BACKFILL IN SIDEWALK SHALL BE PAID UNDER
IN THE PRICE BID FOR ITEM 206.03. THE REPLACEMENT OF FULL CONCRETE PANELS
SIDEWALK PANEL, SUBBASE, SUBGRADE, BACKFILL AND GRADING SHALL BE INCLUDED
CONDUIT EXCAVATION IS COMPLETED IN EXISTING SIDEWALK; THE EXCAVATION OF THE
SIDEWALKS. ONLY FULL PANEL REPLACEMENTS SHALL BE CONSTRUCTED. WHERE
PARTIAL CONCRETE PANEL REPAIRS OR PATCHES SHALL NOT BE ALLOWED IN 9.
HEADS FROM THE OPPOSITE CORNER PRIOR TO INSTALLING POLE FOUNDATIONS.
THE CONTRACTOR SHALL CONFIRM VISIBILITY OF PROPOSED PEDESTRIAN SIGNAL 8.
REUSED.
ALL UNUSED EXISTING WIRING IS TO BE REMOVED FROM PULLBOXES THAT ARE TO BE 7.
SUPPLIER.
ALL LED SIGNAL MODULES FOR THIS PROJECT SHALL BE SUPPLIED FROM THE SAME 6.
POWDER COATED "RAL 6012 DARK GREEN" OR EQUIVALENT.
POLES UNDER ITEM 680.6708, AND POLES UNDER ITEM 680.81310109 SHALL BE
BRACKETS TO BE SUPPLIED UNDER ITEM 680.8141 AND 680.4142, THE PEDESTRIAN
SHALL BE INCLUDED WITH EACH SIGNAL HEAD AND BE DARK GREEN IN COLOR. THE
POLYCARBONATE RESIN AND SHALL BE DARK GREEN IN COLOR. ALUMINUM VISORS
THE PEDESTRIAN SIGNAL HEADS SUPPLIED SHALL BE MADE OF INJECTED 5.
AN ALUMINUM VISOR SHALL BE PROVIDED FOR ALL SECTIONS.
SIGNAL BRACKETS SHALL BE SUPPLIED WITH A DARK GREEN POWDERCOAT FINISH AND
GREEN IN COLOR AS REQUIRED BY THE CITY OF GLOVERSVILLE FOR VISIBILITY. ALL
POLYCARBONATE RESIN WITH STAINLESS STEEL TOP PLATES AND SHALL BE DARK
THE TRAFFIC SIGNAL SECTION TO BE FURNISHED FOR THIS SHALL BE OF INJECTED 4.
GRANTED BY THE CITY.
CLOSURES PERMITTED DURING THE PEAK HOURS (6AM - 9AM AND 3PM - 6PM) UNLESS
LANE CLOSURES 48 HOURS PRIOR TO WORK COMMENCING. THERE ARE NO LANE
THE CONTRACTOR WILL NOTIFY THE CITY OF ANY ANTICIPATED SIGNAL WORK OR 3.
BE APPROVED BY THE ENGINEER.
KEEP IT RUNNING AFTER 6:00 PM. USE EQUIPMENT OUTSIDE OF THIS WINDOW SHALL
THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE 7:00 AM NOR 2.
AUDIBLE MESSAGES SHALL BE INCLUDED IN THE ITEM.
ENSURE LATCHING OPERATION OF THE PILOT LIGHT AND PROGRAM MUTCD COMPLIANT
CONTROL UNITS, OR APPROVED EQUAL. ALL WORK AND EQUIPMENT NECESSARY TO
STATION (DARK GREEN IN COLOR) WITH THE NECESSARY NUMBER OF PUSHBUTTON
UNDER ITEM 680.81310009, THE CONTRACTOR SHALL INSTALL A APS PUSHBUTTON 1.
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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.
SHEET NO.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
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CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
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OW
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F.
MA
ST
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NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
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SEFORPDE
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085870.oN
8
MTD-1MISCELLANEOUS DETAILS
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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.
SHEET NO.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
1'-
6"
MIN.
INCLUDING SURFACE RESTORATION.
THE BID PRICE FOR 206.03 - CONDUIT EXCAVATION AND BACKFILL
ALL EXCAVATION, BACKFILL, AND RESTORATION IS TO BE PAID FOR UNDER 1.
(NTS)
NOTES:
CONDUIT EXCAVATION AND BACKFILL IN PAVEMENT
START CROSSING
VEHICLES
WATCH FOR
IF STARTED
FINISH CROSSING
DON'T START
CROSSING
TO FINISH
TIME REMAINING
DON'T CROSS
TO CROSS
PUSH BUTTON
6'-
0"
NOTES:
TO CROSS
PUSH BUTTON
START CROSSING
Watch ForVehicles
DON'T START
Finish CrossingIf Started
TIME REMAININGTo Finish Crossing
DON'T CROSS
FLASHING
TIMER
STEADY
START CROSSING
Watch ForVehicles
DON'T START
Finish CrossingIf Started
TIME REMAININGTo Finish Crossing
FLASHING
TIMER
STEADY
TO CROSS
PUSH BUTTON
DON'T CROSS
TO CROSS
PUSH BUTTON
START CROSSING
Watch ForVehicles
DON'T START
Finish CrossingIf Started
TIME REMAININGTo Finish Crossing
DON'T CROSS
FLASHING
TIMER
STEADY
START CROSSING
Watch ForVehicles
DON'T START
Finish CrossingIf Started
TIME REMAININGTo Finish Crossing
FLASHING
TIMER
STEADY
TO CROSS
PUSH BUTTON
DON'T CROSS
PEDESTRIAN SIGNAL SIGN DETAIL
(NTS)
M.U.T.C.D. R10-3E (L) M.U.T.C.D. R10-3E (R)
NOTE:
BID PRICE FOR 680.81310009.
THE PRICE FOR THE PEDESTRIAN SIGNAL SIGN SHALL BE INCLUDED IN THE 1.
8'-
0"
1'-6"
42"
(NTS)
(NTS)
PEDESTRIAN SIGNAL DETAIL
(NTS)
00
PEDESTRIAN SIGNAL POLE DETAIL
EACH BRACKET MOUNTED ASSEMBLY.
A STAINLESS STEEL TOP PLATE SHALL BE ATTACHED TO THE TOP OF 3.
110 DEGREES APART.
BE PLACED AS CLOSE TO 90 DEGREES AS POSSIBLE, BUT NO MORE THAN
SAME POLE WITH A 90 DEGREE ORIENTATION, THE PUSHBUTTONS SHOULD
IF TWO APS PUSHBUTTONS WITH SIGNS ARE T0 BE INSTALLED ON THE 2.
CONCRETE/ASPHALT SURFACE.
AN ACCESSIBLE SURFACE. AN ACCESSIBLE SURFACE IS DEFINED AS A
PUSH BUTTON IS TO FACE AN ACCESSIBLE SURFACE OR BE WITHIN 10" OF
SEE THE TRAFFIC SIGNAL PLANS FOR PUSH BUTTON ORIENTATION. THE 1.
COURSE (SEE NOTE 1)
1 1/2" ASPHALT TOP
EXISTING ROADWAY
CLASS "D" CONCRETE
SAME TRENCH
MAY BE PLACED IN THE
MORE THAN ONE CONDUIT
ITEM 680.813105 (SEE NOTE 3)
BI-MODAL,HAND/MAN SYMBOLS LED
PEDESTRIAN SIGNAL MODULE - 12 INCH
ITEM 680.81500010 (SEE NOTE 3)
PEDESTRIAN COUNT-DOWN TIMER MODULE
ITEM 680.813106
POLYCARBONATE, TYPE I, 12 INCH
PEDESTRIAN SIGNAL SECTION -
PEDESTRIAN SIGN (R10-3E)
NOTES 1 AND 2)
APS PUSH BUTTON (SEE
ITEM 680.6708
PEDESTRIAN POLE
0% SLOPE
INSTALL BASE PLATE AT
RESILIENT JOINT FILLER
1/2" PREMOULDED
BOLT CIRCLE
FOR ANCHOR BOLT SIZE, LENGTH, AND
SEE MANUFACTURER RECOMMENDATIONS
ITEM 680.5001
PEDESTRIAN POLE FOUNDATION
SYMBOLS LED
MODULE - 12 INCH BI-MODAL,HAND/MAN
ITEM 680.813105 - PEDESTRIAN SIGNAL
INCH
SECTION - POLYCARBONATE, TYPE I, 12
ITEM 680.813106 - PEDESTRIAN SIGNAL
COUNT-DOWN TIMER MODULE
ITEM 680.81500010 PEDESTRIAN
10"
3/4"
8 1/2" BOLT CIRCLE
1 1/8" DIA.
PED POLE BASE DETAIL
(NTS)
INSIDE DIAMETER ALUMINUM ROUND POST.
COUPLER THREADED TO ACCEPT A 4"
ITEM 680.81310009
APS PUSH BUTTON STATION
VARIES
9
MTD-2MISCELLANEOUS DETAILS
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
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PE
RVIS
OR
COUNTY:
PR
OJ
EC
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ND
RA
FTIN
GC
HE
CK
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EC
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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
A A
2'-0" (MIN.)
EXIS
TIN
G
RO
AD
WA
Y
ROADWAY
EXISTING
(NTS)
(NTS)
7.5%
(MAX.)
1.5%
(MAX.)
REVEAL, ‚" (MAX.)
7.5% MAX (TYP)
RAMP SLOPE,
RAMP
VARIES
1.5
%
MA
X
CR
OS
SL
OP
E
DETAIL, THIS SHEET)
(SEE CURB INSTALLATION
PROPOSED CURB
RAMP
VARIES
ITEM 304.12
6" SUBBASE
SIDEWALK CROSS SLOPE
SIDEWALK GRADE (RUNNING SLOPE)
BLENDED TRANSITION GRADE (RUNNING SLOPE)
NOTE:
REFER TO NYSDOT STANDARD SHEETS 608-01.1.
CURB RAMP GRADE (RUNNING SLOPE)
ELEMENT
7.5% MAX.
5.0% MAX.
8.3% MAX.
5.0% MAX.4.5% MAX.
1.5% MAX.
4.5% MAX.
2.0% MAX.
LAYOUT LIMIT
DESIGN AND FIELD
ACCEPTANCE
LIMIT FOR WORK
DESIGN ELEMENT TOLERANCES
(NTS)
CURB AND SIDEWALK DESIGN TOLERANCES
6"6"
4"
ITEM 418.7603
PAVEMENT JOINT ADHESIVE
ITEM 402.128203
2" F2 TOP COURSE, 80 SERIES COMPACTION
ITEM 407.0103
STRAIGHT TACK COAT
ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEM 627.50140008
CUTTING PAVEMENT
ITEM 608.0101
4" CONCRETE
ITEM 304.12
6" SUBBASE
CLASS A CONCRETE
CONTINUOUS BED
DRY MIX CONCRETE
OF SUBBASE COURSE
BACKING TO BOTTOM
PLACE CONCRETE
PANEL LAYOUT AOBE
4" FOR ALL OTHER AREAS
6" FOR DRIVEWAYS AND TRAFFIC AREAS
AT 20' O.C.
FILLER W/SEALANT
EXPANSION JOINT
BITUMINOUS
PREMOLDED
REINFORCEMENT
SEE NOTE 1 FOR
NOTES:
ITEM 608.21000003
DETECTIBLE WARNING
ITEM 304.12
6" SUBBASE
1.5%ITEM 608.21000003
DETECTIBLE WARNING
USING ADDITIONAL FIBER REINFORCEMENT.
COMMERCIAL DRIVEWAY, THE CONTRACTOR SHALL USE WIRE MESH WITH THE OPTION OF
6"X6" WIRE MESH (W2.9 OR 23) OR USING FIBER REINFORCEMENT. WHERE THERE IS A
OF THE NYS STANDARD SPECIFICATIONS. CONTRACTORS ARE GIVEN THE OPTION OF USING
1. THE CONTRACTOR IS TO USE CLASS D CONCRETE WITH REINFORCEMENT PER 608-2.01D
CURB INSTALLTION DETAIL
DETAIL "A"
SECTION A-A
SIDEWALK RAMP
SIDEWALK INSTALLATION DETAIL
5'-0" (MIN.)
LANDING
(5'-
0"
TY
P)
SID
EW
AL
K
ITEM 627.50140008
CUTTING PAVEMENT,
ITEM 608.0101
4" CONCRETE SECTION
CURB RAMP DETAIL
(NTS)
(NTS)
(NTS)
ITEM 609.0203
GRANITE CURB - TYPE C
E. FULTON ST
E. FULTON ST PAVEMENT DETAIL
2" - ITEM 402.198903
3" - ITEM 402.378903
1 • " - ITEM 402.128203
12" - ITEM 304.12
ITEM 407.0103
STRAIGHT TACK COAT
ITEM 203.02
UNCLASSIFIED EXCAVATION
ITEMS 418.7603 AND 627.50140008
JOINT ADHESIVE
CUTTING PAVEMENT AND PAVEMENT
ITEM 608.0101
4" SIDEWALK1'-0"
proposed DROP CURB
EXISTING CURB TO BE REMOVED
608.0101)
ORDERED BY ENGINEER (COST TO BE INCLUDED IN ITEM
WHEN THE CURB IS SET AGAINST NEW SIDEWALK AS
EXPANSION JOINT MATERIAL SHALL BE INSTALLED
2'-0"
BE INCLUDED IN ITEM 608.0101)
RE-USE EXISTING SUBBASE (COST TO
SLOPE (1.5% MAX)
MATCH EXISTING
ITEM 609.0203
NEW GRANITE CURB
MTD-3MISCELLANEOUS DETAILS
10
CULVERTS
JO
B
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NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
ITEM 490.30
2" COLD MILLING,
10'-0" (MILLED WIDTH)
8'-0" (CROSSWALK)
ITEM 407.0103
STRAIGHT TACK COAT
685.11
CROSSWALK, ITEM
PROPOSED
(NTS)
EXISTING ROADWAY
REMOVE EXISTING 4" SIDEWALK
DETAIL ON DWG MTD-2
SEE CURB INSTALLATION
NOTES:
4" - ITEM 608.0101 (SEE NOTE 2)
EXISTING MULCH AREA
4" TOPSOIL AND SEED - ITEMS 610.1402, 610.1601
EXISTING FLUSH SIDEWALK
EXISTING PAVEMENT
SEPARATION VARIES (SEE GENERAL PLANS)
ITEM 627.50140008
PAVEMENT SAW CUT
NOTES:
DETAIL ON DWG MTD-2
SEE CURB INSTALLATION
6'-0"
ITEM 418.7603
PAVEMENT JOINT ADHESIVE
CONTRACTOR IS TO USE THE TOPSOIL TO GRADE DOWN TO ADJACENT SIDEWALK.
THE SIDEWALK ELEVATION WILL VARY DUE TO THE PROPOSED CURB RAMP. THE 2.
1. ALL REMOVAL FOR THIS DETAIL ARE TO BE PAID FOR UNDER ITEM 203.02.
ITEM 304.12
8" SUBBASE
NOTES:
ITEM 304.12
6" SUBBASE
203.02.
DRIVEWAY SHOWN IN THIS DETAIL IS TO PAID FOR UNDER ITEM
1. ALL EXCAVATION OF THE EXISTING SIDEWALK, CURB, AND ASPHALT
EXISTING GRASSED AREA
(NTS)
8" REVEAL
ITEM 203.03
EMBANKMENT IN PLACE
ITEM 609.0401
VF150 CONCRETE CURB
8"
EXISTING GRANITE CURB
ITEM 609.0203
GRANITE CURB - TYPE C
ITEM 609.0203
GRANITE CURB - TYPE C
ITEM 609.0203
GRANITE CURB - TYPE C
7'-6" - 9'-0"
ITEM 608.0101
4" SIDEWALK
EXISTING EDGE OF PAVEMENT
SEPARATION VARIES (SEE GENERAL PLANS)
ITEM 203.02 (SEE NOTE 1)
EXISTING ROADWAY SURFACE
(NTS)
CAYADUTTA ST
ITEM 407.0103
STRAIGHT TACK COAT (2 COATS)
REMOVE EXISTING FLUSH CURB (SEE NOTE 1)
1'-0"
(NTS)
DETAIL ON DWG MTD-2
SEE CURB INSTALLATION
6" (SEE NOTE 1)
REMOVE ASPHALT - APPROX.
ITEM 402.128203
SERIES COMPACTION
2" F2 TOP COURSE, 80
(SEE NOTE 2)
6.5" ASPHALT - ITEM 608.020102
(NTS)
70'-
0"
23'-
8"
8'-
4"
8'-
0"
10'-
0"
20'-
0" (TYP)
EXISTING CURB
PAVEMENT (TYP)
EXISTING EDGE OF
ITEM 685.11
STRIPING (TYP)
WHITE LANE
ITEM 685.14
SYMBOL (TYP)
WHITE PAVEMENT
ITEM 685.13
LETTERS (TYP)
WHITE PAVEMENT
ITEM 685.12
STRIPING (TYP)
YELLOW CENTERLINE
ITEM 685.11
18" STOPBAR (TYP)11'-0" 11'-0"
ITEM 627.50140008
PAVEMENT CUTTING (TYP)
ITEM 418.7603
ADHESIVE (TYP)
PAVEMENT JOINT
MILL AND INLAY AT SPRING STREET DETAIL
FULTON STREET STRIPING DETAIL
DETAIL ON DWG MTD-2
SEE CURB INSTALLATION
ITEM 609.0203
GRANITE CURB - TYPE C
BUMPOUT WIDTH VARIES
ITEM 203.02TO EXISTING SUBBASEREMOVE PAVEMENT DOWN
ITEM 304.12
6" SUBBASE
ITEM 203.03
EMBANKMENT IN PLACE
ITEM 608.0101
4" SIDEWALK
(NTS)
TYPICAL BUMPOUT DETAIL
GENERAL PLANS FOR LIMITS
NEAREST JOINT - SEE
SIDEWALK REPLACED TO
ITEM 203.02TO EXISTING SUBBASEREMOVE PAVEMENT DOWN
ITEM 304.12 (SEE NOTE 3)
SUBBASE
ITEM 203.03
EMBANKMENT IN PLACE
DRIVEWAY
STEWARTS PARKING LOT
REMOVE EXISTING CONCRETE CURB
SECTION A-ACAYADUTTA ST PLANTING AREA DETAIL
SECTION B-BCAYADUTTA ST DRIVEWAY DETAIL
SECTION C-CPROSPECT AVE PLANTING AREA DETAIL
ITEM 608.0101 (SEE NOTE 4)
6" SIDEWALK
(W2.9 OR W3) WIRE MESH WITH THE OPTION OF USING ADDTIONAL FIBER REINFORCEMENT.
THE COMMERCIAL DRIVEWAY SIDEWALK THE CONTRACTOR SHALL USE 6"X6" WIRE MESH 4.
ITEM 304.12 TYPE II SUBBASE AS NECESSARY TO ADJUST FOR ELEVATION DIFFERENCES.
THE CONTRACTOR IS TO RE-USE EXISTING SUBBASE WHEN FEASIBLE. THEY ARE TO USE 3.
INCHES AND THE FINAL LIFT OF 9.5 MIX ASPHALT IS TO BE 1.5 INCHES THICK.
INSTALLED IN THREE LIFTS. THE FIRST TWO LIFTS OF 19.0 MIX ASPHALT ARE TO BE 2.5
PER NYSDOT STANDARD SPECIFICATION 608.3.02, THE DRIVEWAY PAVEMENT IS TO BE 2.
THIS DETAIL IS TO PAID FOR UNDER ITEM 203.02.
1. ALL EXCAVATION OF THE EXISTING SIDEWALK, CURB, AND ASPHALT DRIVEWAY SHOWN IN
(1.5% MAX)
MATCH EXISTING SLOPE
MATCH EXISTING SLOPE (1.5% MAX)
MATCH EXISTING SLOPE (1.5% MAX)
SLOPE (1.5% MAX)
MATCH EXISTING
SLOPE (1.5% MAX)
MATCH EXISTING
MTD-4MISCELLANEOUS DETAILS
11
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
R
Y
G
R
Y
G
R
Y
G
B A7 1 1 2
8
5 A 3 B 4
6
4 6 B BX XX
X
8'-0"
3'-0"8'-0"
3'-0"
(NTS)
MAIN STREET AND FULTON STREET SPAN WIRE DETAIL
ITEM 680.77000205
SIGNAL HEAD
RELOCATE ONE-WAY ITEM 680.77000205
RELOCATE OVERHEAD SIGN
ITEM 680.77000205
SIGN ASSEMBLY
REMOVE OVERHEAD
NOTES:
X
SP1 SP2
RE-ATTACH ALL SIGNAL HEAD ASSEMBLIES AND SIGNS TO THE LOWER TETHER WIRE.F.
HEAD ASSEMBLY 1 AND 4/6.
REMOVE EXISTING SIGNAL CABLES BETWEEN THE CONTROLLER AND EXISTING SIGNAL E.
POSITION ON SPAN WIRE, 3' NORTHWEST ALONG SPAN WIRE FROM EXISTING POSITION.
RELOCATE OVERHEAD SIGN ASSEMBLY B (STRAIGHT/RIGHT WESTBOUND APPROACH) TO NEW D.
REMOVE EXISTING SIGNAL HEAD ASSEMBLY 4/6.C.
APPROACH) FROM SPAN WIRE.
REMOVE EXISTING OVERHEAD SIGN ASSEMBLY B (STRAIGHT/RIGHT SOUTHBOUND B.
SOUTHEAST ALONG SPAN WIRE FROM SIGNAL HEAD 2.
RELOCATE EXISTING SIGNAL HEAD ASSEMBLY 1 TO NEW POSITION ON SPAN WIRE, 8' A.
INCLUSIVE OF NEW WIRING:
INCLUDE ALL THE LABOR AND MATERIALS NECESSARY TO PERFORM THE WORK BELOW NOT
ITEM NO. 680.77000205 - MODIFY EXISTING TRAFFIC SIGNAL EQUIPMENT, SHALL 1.
ITEM 407.0103
STRAIGHT TACK COAT
2.1%
(NTS)
ITEM 418.7603
ADHESIVE (TYP)
PAVEMENT JOINT
ITEM 490.30
MILLING (TYP)
MISCELLANEOUS
4'-0"4'-0" �60' 4'-0" 4'-0"
ITEM 402.0189032" TRUE AND LEVEL
ITEM 402.1282032" TOP COURSE
2"
4.1%
680.810701 (6), 680.8111 (2)
(2), 680.810303 (2), 680.810305 (2),
ITEMS 680.77000205, 680.810301
INSTALL (2) 1-WAY SIGNAL HEADS
REMOVE TWO-WAY SIGNAL HEAD AND
SECTION A-ARAISED CROSSWALK - DWG GNP-3A
MTD-5MISCELLANEOUS DETAILS
12
NOTES:
ALL EXISTING DRAINAGE PIPES ARE 12" DIAMETER. 2.
HAVING AN 8" BOTTOM SLAB AND 18" SUMP.
THE TYPE 'F' CATCH BASINS (ITEM 604.300671) ARE DIMENSIONED BASED ON 1.
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
SE
E
NO
TE 1
SEE NOTE 1
(NTS)
NOTES:
SEE NOTE 1
(NTS)
4'-0"
ITEM 655.1202
MANHOLE FRAME AND COVER
SE
E
NO
TE 1
ITEM 604.4048
48" ROUND MANHOLE
SE
E
DR
AIN
AG
E
TA
BL
E -
THIS
SH
EE
T
TYPE A OR F DRAINAGE STRUCTURE
EXISTING 12" DRAINAGE PIPE
DOG HOUSE CATCH BASIN
SE
E
DR
AIN
AG
E
TA
BL
E -
THIS
SH
EE
T
FRAME AND GRATE
SEE DRAINAGE TABLE FOR
DOGHOUSE ROUND CATCH BASIN
NOTE 2)
CLASS 'A' CONCRETE (SEE
FILL ANNULAR SPACE WITH
NOTE 2)
CLASS 'A' CONCRETE (SEE
FILL ANNULAR SPACE WITH
EXISTING 12" DRAINAGE PIPE INVERT
8"
EXISTING GRADE
4" - ITEM 402.198903
12" - ITEM 304.12
PIPE
PROPOSED DRAINAGE
627.50140008
ITEMS 418.7603 AND
ITEM 552.17
REUSE EXISTING FILL
(NTS)
TRENCH RESTORATION
ITEM 203.07
3X PIPE DIAMETER
12"
2" - ITEM 402.128203
IT
EM 206.0
201
INVERTS/CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL DRAINAGE 3.
FOR THE RESPECTIVE CATCH BASIN.
THE COST FOR THE CLASS 'A' CONCRETE IS TO BE INCLUDED IN THE BID PRICE 2.
THE DIMENSIONS ARE TO BE DETERMINED BY THE PRECAST MANUFACTURER.1.
MTD-6MISCELLANEOUS DETAILS
13
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
MTD-7MISCELLANEOUS DETAILS
14
13'-3"
11'-11"
6'-3"7.5%
3'-4"
7.5%
EXISTING ALLEY
ITEM 627.50140008 (TYP)
CUTTING PAVEMENT
PP3
PP4
8'-
9"
7.5%
3'-4" 3'-4"
6" REVEAL CURB3" REVEAL CURBFLUSH CURB3" REVEAL CURB
2
34'-2"
7'-
0"
(NTS)
(GNP-1)
S. MAIN ST/FOREST ST INTERSECTION
CURB RAMP/SIDEWALK DETAIL
S
E
Tr
C
1
4'-7"
5'-0"
5'-0"
9'-6"
11'-
1"
SP1
11'-0"
R
(NTS)
(GNP-1)
S. MAIN ST/FOREST ST INTERSECTION
NORTHEAST CORNER CURB RAMP DETAIL
1-4
1-6
1-5
ITEMS 203.02, 304.12, 608.0101 (TYP)
4" CONCRETE SIDEWALK AND RAMPS
S
PP2
7
1-3
(NTS)
(GNP-1)
S. MAIN ST/FOREST ST INTERSECTION
NORTHWEST CORNER CURB RAMP DETAIL
5'-
6"
4'-
4"
10'-9"
5'-0"5'-0"
ITEM 608.21000003
CAST IRON DETECTABLE WARNING
12'-6
"
R
LIGHT POLE
ITEM 609.0203 (TYP)
TIE INTO EXISTING CURB
GRANITE CURB, TYPE C
ITEM 662.62000010
ADJUST MANHOLE COVER
ITEM 680.51020009
ADJUST PULLBOX
ITEM 662.62000010
ADJUST MANHOLE COVER
LIGHT POLE
8'-2"
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
MTD-8MISCELLANEOUS DETAILS
15
S. MAIN ST/FOREST ST INTERSECTION
NORTHEAST CORNER CURB RAMP DETAIL
S. MAIN ST/FOREST ST INTERSECTION
NORTHWEST CORNER CURB RAMP DETAIL
T
25'-0"
R
BUILDING FACE
3-2SID
E SL
OPE
6'-1"
BUILDING ENTRANCE
BEGIN CU
RB REVE
AL
BEGIN CURB R
EVEAL
7'-
11"
2'-2"
8'-3"
GRADE BREAK
(NTS)
(GNP-3)
N. MAIN ST/CHURCH ST INTERSECTION
NORTHWEST CORNER CURB RAMP DETAIL
C
12'-0"
R
SP1
PP2
PP5
1
4-4
4-3
FLUSH CURB
2" REVEAL CURB
5'-
0"
FLUSH CURB
MATCH EXISTING REVEAL
MATCH EXISTING REVEAL
(NTS)
(GNP-3)
N. MAIN ST/PROSPECT AVE / SPRING ST INTERSECTION
NORTHEAST CORNER CURB RAMP DETAIL
3'-0"
3'-9"
7'-10"
18'-9"
2'-
2"
ITEMS 203.02, 304.12, 608.0101 (TYP)
4" CONCRETE SIDEWALK AND RAMPS
ITEM 609.0203 (TYP)
GRANITE CURB, TYPE C
ITEM 608.21000003 (TYP)
CAST IRON DETECTABLE WARNING
7'-
3"
9'-8"
ITEMS 680.51030009, 680.51100010
CLEAN AND ALTER EXISTING PULLBOX
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
085870.oN
0 10 20 30 40'10
1" = 20'
16
GNP-1
GRID
NO
RT
H
NOTES:
PEDESTRIAN PUSH BUTTON
MAN - WALK SYMBOL
HAND - DON'T WALK SYMBOL
2
3
TRAFFIC SIGN (GROUND MOUNTED)
SIGNAL HEAD ASSEMBLY NUMBER
SIGN FACE NUMBER AND LOCATION
PHASE
OVERHEAD TRAFFIC SIGN
PULLBOX (TRAFFIC SIGNALS & NUMBER)
A
SYMBOL
TRAFFIC SIGNAL HEAD
SIGNAL POLE
CONDUIT
DESCRIPTION
SIGNAL LEGEND
GENERAL PLAN
S. MAIN ST/ FOREST ST
S. MAIN ST/ CAYADUTTA ST
NUMBERING CURRENTLY PROGRAMMED INTO THE CONTROLLER.
THE SIGNAL PHASING AND NUMBERING SHOWN IS BASED THE ACTUAL 2.
NECESSARY FOR THIS WORK SHALL BE PAID FOR UNDER ITEM 680.77000105.
REPROGRAMMED FOR NEW PEDESTRIAN PHASES. ALL LABOR AND MATERIALS
SIGNAL EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE
THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN 1.
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
T
S
S
S
S
S
S
E
Tr
S. MAIN ST
S. MAIN ST
CAYA
DUTT
A ST
FOREST ST
C
4
8
75
6
2
11
1
3
9
10
12
S
4
2
1
5
3
6 7
ITEM 662.60030008
ADJUST GAS VALVE
ITEM 680.51020009
ADJUST PULLBOX
ITEM 609.0203
SHEET 608-01, OPTION B)
INSTALL CURB (SEE STANDARD
ITEM 680.82250608
POLE AND FOUNDATION
REMOVE PEDESTRIAN
RESTORATION DETAILS
CURB INSTALLATION AND
SEE DETAIL MTD-2 FOR
R30'-6
"
R20'-0"
R12'-6"
(SEE NOTE 1)
ITEM 680.77000105
ITEM 635.0103
REMOVE CROSSWALK (TYP)
ITEM 680.51100010
PULLBOX (TYP)
CLEAN EXISTING
ITEM 680.53010010
CONDUIT (TYP)
CLEAN EXISTING
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
PEDESTRIAN SIGNAL POLE AND PUSHBUTTON
680.81500010 (2)
680.813106 (4), 680.81310009 (2), 680.8142,
ITEMS 680.5001, 680.6708, 680.813105 (2),
PEDESTRIAN SIGNAL POLE AND PUSHBUTTONS
ITEM 627.50140008
CUTTING PAVEMENT (TYP)
ITEM 685.11
TYPE LS CROSSWALK (TYP)
ITEM 685.11
18" STOPBAR (TYP)
ITEM 662.62000010
ADJUST MANHOLE COVER
1-6
1-1
1-2
1-3
1-4
1-5
ITEM 635.0103
REMOVE MEDIAN STRIPING (TYP)
RETAINING WALL
BEGINING OF EXISTING
680.81500010 (2), 680.82250201 (2)
680.81310009 (2), 680.8141 (2),
ITEMS 680.813105 (2), 680.813106 (4),
INSTALL PUSHBUTTONS
REPLACE PEDESTRIAN SIGNALS AND
680.8141, 680.81500010, 680.82250201
ITEMS 680.813105, 680.813106 (2),
REMOVE AND REPLACE PEDESTRIAN SIGNAL
BUILDING FACE
PP1
P8
P4SP2
P6
PP2
SP1
P5
P2
P1
PP3
PP4
P7
SP3
SP4
P3
10'-0"
ITEM 685.14
PAVEMENT SYMBOL (TYP)
PP5
PAVEMENT RESTORATION
DETAIL ON MTD-3 FOR
SEE CAYADUTTA ST DRIVEWAY
(SEE DETAIL ON MTD-3)
CAYADUTTA PLANTING AREA
A A
B
B
FOR CONDUIT & WIRING SIZES)
ITEM 206.03 (TYP) (SEE DWG GNP-1A
ITEM 608.2100003 (TYP)
CAST IRON DETECTABLE WARNING
20'-0"
20'-0"20'-0"
36'-2"
ITEMS 203.02, 304.12, 608.0101
REPLACE CONCRETE SIDEWALK (TYP)
ITEM 680.82250608
POLE AND FOUNDATION
REMOVE PEDESTRIAN
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
REPLACE PEDESTRIAN POLE AND PUSHBUTTON
ITEM 635.0103
TO STOPBAR (TYP)
AND STRIPING BACK
REMOVE STOPBAR
ITEMS 680.5001, 680.81310109
PUSHBUTTON WITH POLE
ITEM 647.51 (2)
WALK" SIGNS
REMOVE "CROSS ON
ITEM 680.510501
INSTALL PULLBOX
ITEM 662.62000010
ADJUST MANHOLE COVER
ITEM 635.0303
(SEE NOTE 2)
REMOVE PAVEMENT SYMBOL
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
REPLACE PEDESTRIAN POLE AND PUSHBUTTON
4
2
1
5
3
6 7
2d
2d
4d
3d
2+4dOVLP B
2+3dOVLP A
17
GNP-1A
4
3
C
WIRING AND CONDUIT DIAGRAM
(NTS)
(ONLY NEW WIRING SHOWN)
(2NPS)
1-5C
(2NP
S)1-5C
(EXISTING)
1-5C
(EXISTING)
1-5C2 1
(2NPS)
1-5C#3
(2NPS)
1-5C#2
(EXISTING)
3-5C
(EXISTING)
3-5C
6 7(EXISTING)
1-5C
(EXISTING)
1-5C
(2NPS)
1-5C#1
5(EXISTING)
1-10C
(2NPS)
1-10C#2
(SPAN
WIR
E)
1-5
C, 1-1
0C
SP1
SP2
SP3
SP4
PP3
PP2
PP1
PP4
PP5
P3
P4
P1
P8
P7
P2
P5
P6
NUMBER ITEM ELEVATION
PP2
PP3
4 FT
8 FT
680.6708
680.6708
680.6708
FLUSH
FLUSH
FLUSH
FLUSH
TABLE OF NEW SIGNAL POLES
PP4
8 FT
8 FT
680.81310109
W/TIMER
FLASHING-
- -
- -
- -
- -
- -
- -
- -
TABLE OF CLEARANCES
Y
R
FROM
G
G
-
GR
R
R
R
R
R
TO
G
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
RRR R
OPERATIONS
FLASHING
PHASE
FACES
SIGNAL DISPLAY
FYFYFY FY DARK
76 85 P1/P2 P3/P44
R R RR
2 31
R RRR
R
R R3d
9d
4d
TABLE OF OPERATIONS
2d G G G G
R R R R
00LAYOUT
HEAD
00 00 00
P5/P6 P7/P8
DARKDARK DARKFR FR FR FR
9 10 11 12
FUNCTIONNUMBERS
FACEWIRE COLOR CODE
TABLE OF SIGNAL HEAD WIRING
INDICATIONS
(PED A)
2d
GROUND WIRE
W
DW
GROUND WIRE
W
DW
(PED B)
9d
G
R
Y
G
R
Y
G
R
Y
G
R
Y
FULTON COUNTY
POLE HEIGHT
PP1
680.6708 8 FT FLUSH
1
5
11
2
6
12
4
10
7
8
3
9
1-10C#1
G G
G G
R
R
R
R
GG
R R
R R
FY FY FY FY
NOTE: ONLY NEW WIRING SHOWN
1-5C#4
PP5
ABBREVIATIONS
PEDESTRIAN PUSHBUTTON AND SIGN LAYOUT
SIGNAL HEAD (TYP)
PP2 PP3 PP4
SIGN (TYP)
APS PUSHBUTTON (TYP)
SP1 PP1
(NTS)
PP5SP2
6d
(SPAN
WIR
E)
1-5
C
2d
G G
G G G GRR
R R R
3NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" (ITEM 680.520508)
2NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" (ITEM 680.520506)
10C = 10 CONDUCTOR SIGNAL CABLE (ITEM 680.731014)
5C = 5 CONDUCTOR SIGNAL CABLE (ITEM 680.730514)
NTS = NOT SCALE
FY = FLASHING YELLOW
FR = FLASHING RED
G = GREEN
Y = YELLOW
R = RED
SIGNAL NO. MAIN ST AND CAYADUTTA ST/FOREST ST
P1, P2, P3, P4
14/5C-2-W, 14/10C-1-W, 14/5C-4-W, 14/10C-2-W
14/5C-2-G, 14/10C-1-G, 14/5C-4-G, 14/10C-2-G
14/5C-2-R, 14/10C-1-R, 14/5C-4-R, 14/10C-2-R
14/10C-1-W/B, 14/5C-1-W, 14/5C-3-W, 14/10C-2-W/B
14/10C-1-G/B, 14/5C-1-G, 14/5C-3-G, 14/10C-2-G/B
14/10C-1-R/B, 14/5C-1-R, 14/5C-3-R, 14/10C-2-R/B
NOTE:
P5, P6, P7, P8
SIGNAL PHASING DIAGRAM
OLP A
3d
4d
9d
OLP B
OLP A
OLP B
P1 P2
P3 P4
P5
P6P7
P8
2d
2d
3d
4d
STREET PEDESTRIAN CROSSINGS.
CONTROLLER, EXCEPT FOR PHASE 9, WHICH IS BEING ADDED FOR THE S. MAIN
BASED THE ACTUAL NUMBERING CURRENTLY PROGRAMMED INTO THE
THE SIGNAL PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS 1.
14 / 10C - 1 - R / B
XX / XXC - X - X / X
COLOR: (R) RED, (O) ORANGE, (G) GREEN, (BL) BLUE, (W) WHITE, (B) BLACK
KEY FOR WIRE COLOR CODE
AWG
NO. OF CONDUCTORS
TRACER COLOR
WIRE COLOR
CONDUCTOR CABLE NO.
PEDESTRIAN MOVEMENT
STOP MOVEMENT
PERMITTED MOVEMENT
PROTECTED MOVEMENT
PHASING DIAGRAM LEGEND
GENERAL PLAN
S. MAIN ST/ FOREST ST
S. MAIN ST/ CAYADUTTA ST
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
18
GNP-2GENERAL PLAN
GRID
NO
RT
H
NOTES:
0 10 20 30 40'10
1" = 20'
MA
TC
HLIN
E
GN
P-3
DETAIL ON DWG MTD-3.
AND WESTBOUND APPROACHES OF FULTON STREET. SEE THE FULTON STREET STRIPING
2. STRIPING SHALL BE INSTALLED TO 70' BACK FROM THE STOPBAR ON THE EASTBOUND
MTD-4.
UNDER ITEM 680.77000205 IS THE TRAFFIC SIGNAL MODIFICATIONS DETAILED ON DWG
BE PAID FOR UNDER ITEM 680.77000205. ADDITIONAL WORK THAT IS TO BE INCLUDED
PEDESTRIAN PHASES. ALL LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL
EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE REPROGRAMMED FOR NEW
THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN SIGNAL 1.
S & N MAIN ST/ E & W FULTON ST
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
S
S
S
S
S
S
S
S
S
S
S
S
S
S. MAIN ST
E. FULT
ON ST
W. FULT
ON ST
N. MAIN ST
C
ITEMS 203.02, 304.12, 608.0101 (TYP)
CONCRETE SIDEWALK
BUILDING FACE
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
ITEM 685.11 (TYP)
TYPE LS CROSSWALK
ITEM 685.11 (TYP)
18" STOPBAR
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
10'-0"
R
17'-0"
R
30'-0"
R
20'-0"R
17'-0"
R
10'-0
"
R
30'-0"
R
ITEM 635.0103
REMOVE STRIPING
ITEM 685.11 (TYP)
685-01 TYPE C)
8" PARKING STRIPING (STANDARD SHEET
MATCH EXISTING GRADES OF CURB RAMP
30'-0"
R
680.8142, 680.81500010
(2), 680.813106 (4), 680.81310009 (2),
ITEMS 680.5001, 680.6708, 680.813105
2-1
2-2
2-3
2-4
2-5
2-6
ITEM 662.62000010
LOWER MANHOLE COVER
ITEM 680.82250801
REMOVE PULLBOX
ITEM 645.81, 647.31
RELOCATE STREET SIGN
FOR CONDUIT & WIRING SIZES)
ITEM 206.03 (SEE DWG GNP-2A
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
DS-2
DS-1
P6
PP2
DS-4
DS-3
P5
PP3
P2
DS-6
DS-5
P1
PP4
PP5
P7
P8
PP6
PP7
P3
PP1
P4
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
ITEM 646.08010025
SNOWPLOW MARKER
ITEM 646.08010025
SNOWPLOW MARKER
ITEM 680.82250608
REMOVE PEDESTRIAN POLE AND FOUNDATION
680.82250308
ITEMS 680.82250201 (2),
ITEM 645.81 (2), 647.31
RELOCATE STREET SIGN
ITEM 645.81 (2), 647.31
RELOCATE STREET SIGN
SP1
SP2
ITEM 685.11
4" PARKING STRIPING
ITEM NUMBERS
MTD-4 FOR DIMENSIONS AND
SEE SPANWIRE DETAIL ON DWG
ITEM 635.0303
REMOVE ARROW
ITEM 635.0303
REMOVE ARROW
ITEM 635.0103 (TYP)
REMOVE CENTERLINE STRIPING
ITEM 635.0103 (TYP)
CROSSWALK STRIPING
REMOVE STOPBAR AND
ITEM 635.0103 (TYP)
REMOVE STRIPING
680.82250308 (SEE NOTE 1)
680.82250201 (2),
ITEMS 680.77000205,
ITEM 680.51020009
ADJUST PULLBOX
ITEM 680.510501 (TYP)
INSTALL PULLBOX
ITEM 680.51100010 (TYP)
CLEAN EXISTING PULLBOX
ITEM 680.82250608
POLE AND FOUNDATION
REMOVE PEDESTRIAN
ITEM 680.53010010 (TYP)
CLEAN EXISTING CONDUIT
ITEM 685.12 (TYP)
CENTERLINE STRIPING
INSTALLATION AND RESTORATION DETAILS
SEE DETAIL ON MTD-2 FOR CURB
PAVEMENT INSTALLATION
FOR FULTON STREET
SEE DETAIL ON MTD-2
ITEM 608.21000003 (TYP)
CAST IRON DETECTABLE WARNING
DRAINAGE TABLE ON DWG MTD-6)
DRAINAGE PIPE (TYP) (SEE
PROPOSED CATCH BASINS AND
2
3
1
4
5
6
A
1
XX
2
3
4
4
5
6
7
8
A
B
B
B
X
1
XX
B
6
2d
8d
4d
6d
19
GENERAL PLANGNP-2A
NUMBER ITEM ELEVATION
PP1
PP2
PP3
8 FT
8 FT
680.6708
680.6708
680.6708
FLUSH
FLUSH
FLUSH
FLUSH
TABLE OF NEW SIGNAL POLES
PP4
8 FT
8 FT
W/TIMER
FLASHING-
- -
- -
- -
- -
- -
- -
- -
TABLE OF CLEARANCES
Y
R
FROM
G
G
-
GR
R
R
R
R
R
TO
G
G GG
R GRR R G
R GRR R
OPERATIONS
FLASHING
PHASE
FACES
SIGNAL DISPLAY
FY FRFYFY FY FR DARKFR FR
76 85 P1/P2 P3/P44
R R RR
2 31
R RR
R
R G
R R
RG R
R
R RRR
G R RGG G
6d
6d2 + d
8d
4d
8d4 + d
TABLE OF OPERATIONS
2d G G R R
R R G G
00LAYOUT
HEAD
00 00 00
P5/P6 P7/P8
DARKDARK DARK
14 / 10C - 1 - R / B
XX / XXC - X - X / X
COLOR: (R) RED, (O) ORANGE, (G) GREEN, (BL) BLUE, (W) WHITE, (B) BLACK
KEY FOR WIRE COLOR CODE
AWG
NO. OF CONDUCTORS
TRACER COLOR
WIRE COLOR
CONDUCTOR CABLE NO.
FUNCTIONNUMBERS
FACEWIRE COLOR CODE
TABLE OF SIGNAL HEAD WIRING
INDICATIONS
(PED A)
2dP1, P2
GROUND WIRE
W
DW
GROUND WIRE
W
DW
P3, P4
(PED B)
4d
GROUND WIRE
W
DW
P5, P6
(PED C)
6d
GROUND WIRE
W
DW
P7, P8(PED D)
8d
FULTON COUNTY
WIRING AND CONDUIT DIAGRAM
(NTS)
(ONLY NEW WIRING SHOWN)
2
1
C
5
4
3 (2NPS)1-1
0C#1
(3NPS)
1-10C
(2NPS)
1-5C#3
(2NP
S)1-5C
(2NPS)
1-5C#4
(2NPS)
1-5C#2
(EXISTING)
2-5C
(2NPS)
1-5C#1
7
1
2 5
8
3
4
6
(SP
AN
WIR
E)
2-5C
SP1
SP2
PP1
PP2
PP3
PP4
PP5
PP7
POLE HEIGHT
680.6708
PP5 8 FT680.6708
680.6708
FLUSH
FLUSHPP6 8 FT
P1
P2
P3
P4
P5
P6
P7
1-5C#7
1-5C#8
1-5C#9
14/5C-3-W, 14/10C-1-W
14/5C-3-G, 14/10C-1-G
14/5C-3-R, 14/10C-1-R
14/10C-1-W/B, 14/5C-2-W
14/10C-1-G/B, 14/5C-2-G
14/10C-1-R/B, 14/5C-2-R
2d
4d
6d
1
6
4
GROUND WIRE
G
Y
R
GROUND WIRE
G
Y
R
GROUND WIRE
G
Y
R
NOTE: ONLY NEW WIRING SHOWN
14/5C-7-W
14/5C-7-G
14/5C-7-O
14/5C-7-R
14/5C-9-W
14/5C-9-G
14/5C-9-O
14/5C-9-R
14/5C-8-W
14/5C-8-G
14/5C-8-O
14/5C-8-R
PEDESTRIAN PUSH BUTTON
MAN - WALK SYMBOL
HAND - DON'T WALK SYMBOL
2
3
TRAFFIC SIGN (GROUND MOUNTED)
SIGNAL HEAD ASSEMBLY NUMBER
SIGN FACE NUMBER AND LOCATION
PHASE
OVERHEAD TRAFFIC SIGN
PULLBOX (TRAFFIC SIGNALS & NUMBER)
A
SYMBOL
TRAFFIC SIGNAL HEAD
SIGNAL POLE
CONDUIT
DESCRIPTION
SIGNAL LEGEND
PEDESTRIAN PUSHBUTTON AND SIGN LAYOUT
SIGNAL HEAD (TYP)
PP3 PP4 PP5
SIGN (TYP)
APS PUSHBUTTON (TYP)
PP2PP1
(NTS)
PP6
P8
PP6
(2NPS)
1-5
C#5
(EXISTING)
2-5C
(2NPS)
1-5C#6
14/5C-4-W, 14/5C-5-W
14/5C-4-G, 14/5C-5-G
14/5C-4-R, 14/5C-5-R
14/5C-6-W, 14/5C-1-W
14/5C-6-G, 14/5C-1-G
14/5C-6-R, 14/5C-1-R
PP7
680.6708PP7 8 FT FLUSH
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
NOTE: SIGNAL HEADS 4 AND 6 ARE TO REMOVED AND REPLACED. SEE DETAIL ON DWG MTD-5.
(EXISTING)
4-5C, 1-10C
3NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" (ITEM 680.520508)
2NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" (ITEM 680.520506)
10C = 10 CONDUCTOR SIGNAL CABLE (ITEM 680.731014)
5C = 5 CONDUCTOR SIGNAL CABLE (ITEM 680.730514)
NTS = NOT SCALE
FY = FLASHING YELLOW
FR = FLASHING RED
G = GREEN
Y = YELLOW
R = RED
ABBREVIATIONS
SIGNAL NO. N MAIN ST AND E & W FULTON ST
NOTE:
ADJUST ACCORDINGLY.
THE CONTRACTOR IS TO CONFIRM THE PHASE NUMBERING IN THE FIELD AND
BETWEEN THE EXISTING SIGNAL PHASING AND PROPOSED PEDESTRIAN PHASES.
REFERENCE ONLY AND INTENDED TO DEMONSTRATE THE RELATIONSHIP
THE PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS FOR 1.
PEDESTRIAN MOVEMENT
STOP MOVEMENT
PERMITTED MOVEMENT
PROTECTED MOVEMENT
PHASING DIAGRAM LEGEND
2+ 6d d 4+ 8d d
SIGNAL PHASING DIAGRAM
P1 P2
P3 P4
2d
6d
P5
P6
P7
P8
4d
8d
S & N MAIN ST/ E & W FULTON ST
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
20
GNP-3
0 10 20 30 40'10
1" = 20'
GENERAL PLAN
N. MAIN ST/ CHURCH ST & MID-BLOCK CROSS.
CATCHBASIN SO AS TO PREVENT FUTURE PONDING.
THE INTENT OF THE RAISED CROSSWALK IS TO TERMINATE IT AT THE EXISGINV 1.
MA
TC
HLIN
E
GN
P-3
A
MA
TC
HLIN
E
GN
P-2
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
S
SS
S
S
S
T
T T
T
E
E
N. MAIN ST
CH
URCH ST
ONE
WAY
ITEM 685.11 (TYP)
TYPE LS CROSSWALK
18'-6
"
R
25'-0"
R
ITEMS 203.02, 304.12, 608.0101 (TYP)
CONCRETE SIDEWALK
BUILDING FACE BUILDING FACE
8'-
0"
21'-8"
ITEMS 645.81, 645.5101
R7-8N (12" X 18")
ITEM 685.14
HANDICAPPED SYMBOL
PARKING
RESERVED
PARKING
RESERVED
640.25000010
ITEMS 635.0103 AND
4" BLUE STRIPING
REMOVE STRIPING AND INSTALL
100'
AHEADAHEAD
(YELLOW-GREEN SHEETING)
ITEMS 645.5202, 645.81 (2), 645.81020003 (2)
W11-2L (36" X 36"), W16-9P (30" X 18")
ITEM 635.0103 (TYP)
STRIPING
PARKING AND CROSSWALK
REMOVE EXISTING
NOPARKING
TIMEANY
NOPARKING
TIMEANY
ITEMS 645.81, 645.5101
R7-1L (12" X 18")
NOPARKING
TIMEANY
NOPARKING
TIMEANY
ITEMS 645.81, 645.5101
R7-1R (12" X 18")
ITEM 647.61
REMOVE SIGN
ITEM 680.82254310 (TYP)
FLASHING BEACON
SOLAR RECTANGULAR RAPID
ITEM 614.0411
HEIGHT OF RRFB SIGNS
TRIM TREE ABOVE THE
TO AVOID TREE GRATE
ADJUST RAMP FLARE AS NECESSARY
BUILDING FACE
3-1
3-2
3-3
ITEM 635.0103REMOVE STRIPING
21'-8"
ITEM 640.25000010
INSTALL 4" BLUE STRIPING
ITEM 635.0303REMOVE SYMBOL
ITEMS 645.81, 645.5101
R7-8N (12" X 18")
PARKING
RESERVED
PARKING
RESERVED
ITEM 647.61
REMOVE SIGN
ITEM 685.14
HANDICAPPED SYMBOL
ITEM 685.11 (TYP)SHEET 685-01 TYPE C)8" PARKING STRIPING (STANDARD
CROSSWALK
RAISED
CROSSWALK
RAISED
MPH
20MPH
DETAIL ON MTD-2)
(SEE CURB INSTALLATION
REMOVE DROP CURB
RESTORATION DETAILS
INSTALLATION AND
SEE MTD-2 FOR CURB
ITEMS 645.81, 645.5101, 645.5102
W13-1P (18" X 18")
W17-1 (30" X 30")
21
0 10 20 30 40'10
1" = 20'
GRID
NO
RT
H
GENERAL PLAN
N. MAIN ST/ CHURCH ST & MID-BLOCK CROSS.
NOTES:
CATCHBASIN SO AS TO PREVENT FUTURE PONDING.
THE INTENT OF THE RAISED CROSSWALK IS TO TERMINATE IT AT THE EXISTING 1.
MA
TC
HLIN
E
GN
P-3
GNP-3A
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
S
S
SS
S
T
S
E
E
E E
N. MAIN ST
17'-0"
R
10'-0"
R
(YELLOW-GREEN SHEETING)
ITEMS 645.5202, 645.81 (2), 645.81020003 (2)
W11-2L (36" X 36"), W16-7PLP (30" X 18")
(YELLOW-GREEN SHEETING)
ITEMS 645.5202, 645.81 (2), 645.81020003 (2)
W11-2L (36" X 36"), W16-7PLP (30" X 18")
10'-0"
R
17'-0"
R
AHEADAHEAD
BUILDING FACE
(YELLOW-GREEN SHEETING)
645.81020003 (2)
ITEMS 645.5202, 645.81 (2),
(30" X 18")
W11-2L (36" X 36"), W16-9P
8, THIS SHEET)
ITEM 646.08010025 (QUANITITY
SNOWPLOW MARKER
ITEM 655.05010010
ADJUST SEWER MANHOLE COVER
10'-0"
R
10'-0"
R
10'-0
"
R
10'-0
"
R
ITEM 662.60030008
ADJUST GAS VALVE BOX
15'-6"
8'-0" 10'-0"
PEDESTRIAN RAMP (TYP)
INSTALL FULL HEIGHT CURB/REMOVE
SEE NOTE 1
DWG MTD-5)
PIPE (TYP) (SEE DRAINAGE TABLE ON
PROPOSED CATCH BASINS AND DRAINAGE
ITEM 635.0103
REMOVE CROSSWALK STRIPING
NOPARKING
TIMEANY
NOPARKING
TIMEANY
ITEMS 645.81, 645.5101
R7-1L (12" X 18")
A A
NOPARKING
TIMEANY
NOPARKING
TIMEANY
ITEMS 645.81, 645.5101
R7-1R (12" X 18")
NOPARKING
TIMEANY
NOPARKING
TIMEANY
ITEMS 645.81, 645.5101
R7-1R (12" X 18")
3A-1
3A-2
165'
ON MTD-4)
(SEE CROSS SECTION
RAISED CROSSWALK
RESTORATION DETAILS
INSTALLATION AND
SEE MTD-2 FOR CURB
CROSSWALK
RAISED
CROSSWALK
RAISED
MPH
20MPH
ITEM 608.21000003 (TYP)
CAST IRON DETECTABLE WARNING
8, THIS SHEET)
ITEM 646.08010025 (QUANITITY
SNOWPLOW MARKER
ITEM 685.11 (TYP)
685-01 TYPE C)
8" PARKING STRIPING (STANDARD SHEET
645.5102
ITEMS 645.81, 645.5101,
W13-1P (18" X 18")
W17-1 (30" X 30")
DS-7
DS-8
22
GNP-4
0 10 20 30 40'10
1" = 20'
GRID
NO
RT
H
N. MAIN ST/ PROSPECT AVE/ SPRING ST
GENERAL PLAN
NOTES:
PEDESTRIAN PUSH BUTTON
MAN - WALK SYMBOL
HAND - DON'T WALK SYMBOL
2
3
TRAFFIC SIGN (GROUND MOUNTED)
SIGNAL HEAD ASSEMBLY NUMBER
SIGN FACE NUMBER AND LOCATION
PHASE
OVERHEAD TRAFFIC SIGN
PULLBOX (TRAFFIC SIGNALS & NUMBER)
A
SYMBOL
TRAFFIC SIGNAL HEAD
SIGNAL POLE
CONDUIT
DESCRIPTION
SIGNAL LEGEND
STREET 23'-0" FROM THE BACK EDGE OF THE PROPOSED STOP BAR.
3. AN ADDITIONAL LEFT TURN ARROW (ITEM 685.14) SHALL BE INSTALLED ON SPRING
STREET AND PROSPECT AVENUE SHALL BE REMOVED UNDER ITEM 635.0303.
2. ALL EXISTING PAVEMENT SYMBOLS AT THE INTERSECTION OF NORTH MAIN STREET/SPRING
PAID FOR UNDER ITEM 680.77000305.
PEDESTRIAN PHASES. ALL LABOR AND MATERIALS NECESSARY FOR THIS WORK SHALL BE
EQUIPMENT WIRING AND SIGNAL CONTROLLERS SHALL BE REPROGRAMMED FOR NEW
THE CONTROLLER CABINET SHALL BE MODIFIED TO ACCEPT NEW PEDESTRIAN SIGNAL 1.
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
W
T
SS
S
S
SS
S
S
S
S
S
SS
E
N. MAIN ST
SPRIN
G ST
PR
OSPE
CT
AVE
C
N. MAIN ST
1 3
42
5
6
8
7
ITEM 685.11 (TYP)
TYPE LS CROSSWALK
ITEMS 203.02, 304.12, 608.0101 (TYP)
CONCRETE SIDEWALK
ITEM 635.0103 (TYP)
REMOVE STOPBAR AND CROSSWALK STRIPING
ITEMS 604.070101, 655.1202
RAISE AND REPLACE EXISTING GRATE
680.8142, 680.81500010 (2)
(2), 680.813106 (4), 680.81310009 (2),
ITEMS 680.5001, 680.6708, 680.813105
ITEMS 203.02, 610.1402, 610.1601
PLANTING AREA (SEE DETAIL ON MTD-3)
ITEM 685.11 (TYP)
18" STOPBAR
(SEE DETAIL ON MTD-3)
MILL AND FILL CROSSWALK (TYP)
680.8142, 680.81500010 (2)
(2), 680.813106 (4), 680.81310009 (2),
ITEMS 680.5001, 680.6708, 680.813105
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105, ITEM 663.33
ADJUST VALVE BOX
PARKING SPACE
TO CREATE
REMOVE STRIPING
ITEM 685.11
SHEET 685-01 TYPE C)
8" PARKING STRIPING (STANDARD
15'-0
"
R
11'-0"
R
12'-0"
R
BUILDING FACE
ITEM 680.77000305 (SEE NOTE 1)
NOPARKING
CORNERHERE TO
NOPARKING
CORNERHERE TO
ITEMS 645.81, 645.5101
R7-1LHTCNY (12" X 18")
ITEM 655.05010010
ADJUST SEWER MANHOLE COVER
FOR CONDUIT & WIRING SIZES)
ITEM 206.03 (SEE DWG GNP-4A
DRAINAGE TABLE ON DWG MTD-6)
DRAINAGE PIPE (TYP) (SEE
PROPOSED CATCH BASINS AND
ITEM 635.0103
REMOVE STOPBARS
DS-10DS-9
P3
SP2
PP4
P8
P6
PP1
P4
P5
SP1
P2
PP2P1
PP3
P7
C
C
680.81500010
680.813106 (2), 680.81310009, 680.8142,
ITEMS 680.5001, 680.6708, 680.813105,
PP5
HIGH POINT OF RAMP
4-1
4-2
4-5
4-3
4-4
ITEMS 685.11, 685.12
EXTEND STRIPING
ITEM 685.12
EXTEND CENTER LINE
ITEM 635.0303
REMOVE STRIPING SYMBOLS
ITEMS 680.51030009, 680.51100010
CLEAN AND ALTER EXISTING PULLBOX
ITEM 680.53010010 (TYP)
CLEAN EXISTING CONDUIT
ITEM 680.510501 (TYP)
INSTALL PULLBOX
ITEM 680.51020009, 680.51100010
ADJUST AND CLEAN EXISTING PULLBOX
ITEMS 680.5001, 680.81310109
PUSHBUTTON WITH POLE (TYP)
RESTORATION DETAILS
INSTALLATION AND
SEE MTD-2 FOR CURB
ITEM 608.21000003 (TYP)
CAST IRON DETECTABLE WARNING
680.8141 (2), 680.81500010 (2)
680.813106 (4), 680.81310009,
ITEMS 680.813105 (2),
1
2
3
4
20'-0"
R
10'-0"
R
35'-0"R
23
N. MAIN ST/ PROSPECT AVE/ SPRING ST
GENERAL PLANGNP-4A
14 / 10C - 1 - R / B
XX / XXC - X - X / X
COLOR: (R) RED, (O) ORANGE, (G) GREEN, (BL) BLUE, (W) WHITE, (B) BLACK
KEY FOR WIRE COLOR CODE
AWG
NO. OF CONDUCTORS
TRACER COLOR
WIRE COLOR
CONDUCTOR CABLE NO.
FUNCTIONNUMBERS
FACEWIRE COLOR CODE
TABLE OF SIGNAL HEAD WIRING
INDICATIONS
(PED A)
2dP1, P2
GROUND WIRE
W
DW
GROUND WIRE
W
DW
P3, P4
(PED B)
4d
GROUND WIRE
W
DW
P5, P6
(PED C)
6d
GROUND WIRE
W
DW
P7, P8(PED D)
8d
WIRING AND CONDUIT DIAGRAM
(NTS)
(ONLY NEW WIRING SHOWN)
NUMBER ITEM ELEVATION
PP4
PP2
PP3
4 FT
8 FT
680.6708
680.6708
680.6708
FLUSH
FLUSH
FLUSH
FLUSH
TABLE OF NEW SIGNAL POLES
8 FT
8 FT
680.81310109
W/TIMER
FLASHING-
- -
- -
- -
- -
- -
- -
- -
TABLE OF CLEARANCES
Y
R
FROM
G
G
-
GR
R
R
R
R
R
TO
G
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G GG
R GRR R G
R GRR R
OPERATIONS
FLASHING
PHASE
FACES
SIGNAL DISPLAY
FY FRFYFY FY FR DARKFR FR
76 85 P1/P2 P3/P44
R R RR
2 31
R RR
R
R G
R R
RG R
R
R RRR
G R RGG G
6d
6d2 + d
8d
4d
8d4 + d
TABLE OF OPERATIONS
2d G G R R
R R G G
00LAYOUT
HEAD
00 00 00
P5/P6 P7/P8
DARKDARK DARK
1
2
C
4
3
2
6
4
83
7
1
5
FULTON COUNTYSIGNAL NO. TSP-4 MAIN ST AND SPRING ST/PROSPECT ST
(2NPS)1-
10C#
1
SP1
SP2
PP1
PP2
PP3
PP4
P1
P2
P3
P4
P7
P5
P6
(2NPS)1-
5C#2
POLE HEIGHT
PP1
NOTE: ONLY NEW WIRING SHOWN
PEDESTRIAN PUSHBUTTON AND SIGN LAYOUT
SIGNAL HEAD (TYP)
PP2 SP2
SIGN (TYP)
APS PUSHBUTTON (TYP)
PP3
(NTS)
PP1 PP4
14/10C-3-W, 14/10C-1-W/B
14/10C-3-G, 14/10C-1-G/B
14/10C-3-R, 14/10C-1-R/B
14/5C-1-W, 14/10C-1-W
14/5C-1-G, 14/10C-1-G
14/5C-1-R, 14/10C-1-R
(3NPS)
1-10C(2NPS)
1-10C#2
14/10C-2-W, 14/5C-2-W
14/10C-2-G, 14/5C-2-G
14/10C-2-R, 14/5C-2-R
P8
1-10C#3
(3NPS)
1-10C
(EXIS
TIN
G)
2-10C
14/10C-2-W/B, 14/10C-3-W/B
14/10C-2-G/B, 14/10C-3-G/B
14/10C-2-R/B, 14/10C-3-R/B
(EXIS
TIN
G)
2-5
C, 3-1
0C
PP5
(2NPS)
1-5
C#1
P5
PP5
PP5
FLUSH8 FT
ABBREVIATIONS
3NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 3" (ITEM 680.520508)
2NPS = TRAFFIC SIGNAL CONDUIT, RIGID PLASTIC, CLASS 1, 2" (ITEM 680.520506)
10C = 10 CONDUCTOR SIGNAL CABLE (ITEM 680.731014)
5C = 5 CONDUCTOR SIGNAL CABLE (ITEM 680.730514)
NTS = NOT SCALE
FY = FLASHING YELLOW
FR = FLASHING RED
G = GREEN
Y = YELLOW
R = RED
NOTE:
(2NPS)
1-5C
(2NPS)
2-5C,
1-10
C
PP6 680.81310109 4 FT FLUSH
ADJUST ACCORDINGLY.
THE CONTRACTOR IS TO CONFIRM THE PHASE NUMBERING IN THE FIELD AND
BETWEEN THE EXISTING SIGNAL PHASING AND PROPOSED PEDESTRIAN PHASES.
REFERENCE ONLY AND INTENDED TO DEMONSTRATE THE RELATIONSHIP
1.THE PHASING AND NUMBERING SHOWN IN THE TABLE OPERATIONS IS FOR
PEDESTRIAN MOVEMENT
STOP MOVEMENT
PERMITTED MOVEMENT
PROTECTED MOVEMENT
PHASING DIAGRAM LEGEND
2+ 6d d 4+ 8d d
SIGNAL PHASING DIAGRAM
P1 P2
P3 P4
2d
6d
P5
P6
P7
P8
4d
8d
680.6708
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
MICHAEL WIESZCHOWSKI
ON: JUNE 16, 2020
AFFIX SEAL:
S
I
NFOETATS
SEFORPDE
SNE
CIL
SLECXE
KROYWE
REE
NIGNELANOI
RO
MI
CH
A
EL R.WIESZCHO
WS
KI
No.078580
24
EIQ-1ESTIMATE OF INTERSECTION QUANTITIES
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
$FIL
EA
BB
RE
V$
$D
AT
E$
$N
TU
SE
R$
BRIDGES
J.
GE
NT
ZL
ER
J.
GE
NT
ZL
ER
D.
CR
EE
NM.
WIE
SZ
CH
OW
SKI
M.
WIE
SZ
CH
OW
SKI
CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
M.
WIE
SZ
CH
OW
SKI
F.
MA
ST
ROIA
NNI
REGION: 2
D036274
25
EOQ-1ESTIMATE OF QUANTITIES
CULVERTS
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
COUNTY:
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
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.
GREENMAN-PEDERSEN, INC.
CONSULTING ENGINEERS
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS
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CITY OF GLOVERSVILLE
PEDESTRIAN SAFETY IMPROVEMENTS
UTIL QLVL = D
PIN: 2650.54
FULTON
CITY OF GLOVERSVILLE
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REGION: 2
D036274