Download - 117-304 cph drd 01- - Greenburgh, New York
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
CONE PENETROMETER
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
DA, DM, DN, AND FH WITH:
ABBREVIATION "C" IN CATEGORIES:
INDEX AND ABBREVIATIONS INDEX
STANDARD SHEETS
2
NUMBER
SHEETDESCRIPTION DRAWING NUMBER
TOTAL NUMBER OF SHEETSINDEX 31
TRAFFIC SIGNAL PLAN
TRAFFIC SIGNAL DETAILS
TRAFFIC SIGNAL TABLES
TRAFFIC SIGNAL NOTES
DRAINAGE DETAILS
DRAINAGE TABLES
LANDSCAPE DEVELOPMENT NOTES
GENERAL PLANS
MISCELLANEOUS DETAILS
MISCELLANEOUS TABLES
BASELINE TIES AND PLAN
HORIZONTAL CONTROL TABLES
WORK ZONE TRAFFIC CONTROL PLANS
WORK ZONE TRAFFIC CONTROL NOTES
GENERAL NOTES
TYPICAL SECTIONS
LEGENDS
INDEX AND ABBREVIATIONS
TITLE SHEET
TSP-01
TSD-01
TST-01
TSN-01 TO TSN-02
DRD-01 TO DRD-02
DRT-01
LAN-01
GNP-01 TO GNP-07
MSD-01
MST-01
BLT-01
HVC-01
WZTC-01 TO WZTC-02
WZN-01
GNN-01
TYP-01 TO TYP-03
LEG-01 TO LEG-02
INDEX
COVER
31
30
29
27-28
25-26
24
23
16-22
15
14
13
12
10-11
9
8
5-7
3-4
2
1
608-03
608-01
604-02
209-05
209-03
209-01
203-05
203-02
203-01
619-30
619-21
619-20
619-12
619-11
619-10
619-04
611-01
609-03
609-02
609-01
663-02
663-01
645-11
645-09
645-03
645-02
645-01
619-61
619-60
619-51
619-50
685-01
680-10
680-04
680-02
680-01
663-07
663-05
663-04
663-03
D035821
8
8/14/2019
N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_ind.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
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
v CORRESPONDING EXISTING FEATURES.
6. FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT HAVE
v SHOULD BE LABELED ON THE PLANS.
v SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND
5. MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
v (0.015 in ON B SIZE DRAWINGS).
v EXCLUDING LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER
4. PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY
v CORRESPONDING PROPOSED FEATURES.
3. FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
v UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
2. FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
1. THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
POINT SYMBOLOGY
LEGENDLEG-01
3
D035821
8
8/14/2019
N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_leg_01.d
gn
mschauffert BRIDGES 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. REGION:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
LINE SYMBOLOGY
LEGEND
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
6.
5.
4.
3.
2.
1.
HAVE CORRESPONDING EXISTING FEATURES.
FEATURES SHOWN AT THE HEAVIER WEIGHT ARE PROPOSED ONLY AND DO NOT
BE LABELED ON THE PLANS.
SYMBOLOGY (SUCH AS THE PAVEMENT EDGE, PAVEMENT EDGE OF TRAVEL WAY) AND SHOULD
MAPPING FEATURES NOT INCLUDED ON THE LEGEND SHEET DO NOT HAVE A UNIQUE
DRAWINGS).
LINE WEIGHT. LINE WEIGHT FOR PROPOSED FEATURES IS THICKER (0.015 in ON B SIZE
PROPOSED FEATURE SYMBOLOGY IS IDENTICAL TO EXISTING FEATURE SYMBOLOGY EXCLUDING
CORRESPONDING PROPOSED FEATURES.
FEATURES SHOWN ON THE LEGEND AS EXISTING FEATURES ALSO HAVE
UTILITY LINES, ETC.) OR POINT (SIGN, UTILITY POLE, ETC.).
FEATURES ARE SHOWN AS EITHER LINEAR (ROADWAY GUIDERAIL, ROADWAY SIDEWALK,
THE LEGEND ILLUSTRATES MAPPING FEATURES (EXISTING AND PROPOSED).
LEG-02
4
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ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
FIL
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NA
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=
US
ER
=
DA
TE/
TI
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=
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
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AT
OR
D.
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AS
M.
SC
HA
UF
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RT
D.
AD
AM
S
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
TYPICAL SECTIONS TYP-01
ITEM NO. DESCRIPTION ITEM NO.UNIT DESCRIPTION NOTES:UNIT
COMPACTION
12.5 F9 TOP COURSE HMA, SHOULDER COURSE, 80 SERIES
2'-0"
SECTION TO REMAIN
EXISTING PAVEMENT
ITEM 503.1010
UNLESS NOTED ON PLAN)
(CURB REVEAL - 6"
ITEM 609.0401
1•" - ITEM 402.128903
3"
6"
(NOT TO SCALE)
BID FOR ITEM 609.0401
TO BE INCLUDED IN PRICE
STANDARD SHEET. COST
BACKING AS PER
CEMENT CONCRETE
FOR ITEM 609.0401
INCLUDED IN PRICE BID
CONCRETE. COST TO BE
BED OF DRY MIX
SET CURB ON CONTINUOUS
TO REMAIN
EXISTING PAVEMENT
1.5%
STA. C 28+70.00 TO STA. C 32+80.00
4" - ITEM 608.0101
ITEM 203.02
1
ROUND 4' V.C.
1
GROUND
ORIGINAL6.0%
AND ITEM 610.1602
4" - ITEM 610.1402
ITEM 203.03
SHLDR.
2'-3"
(NOT TO SCALE)
STA. C 17+17.00 TO STA. C 18+50.00
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
TRAVEL LANE/MEDIAN
VARIES (11'-0" TO 13'-0")
TRAVEL LANE
VARIES (14'-0" TO 20'-7")
VARIES
BREAK
(4 TO 6)
VARIES
6
AND ITEM 610.1602
4" - ITEM 610.1402
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION
STA. C 40+45.00 TO STA. C 40+90.00
STA. C 38+20.00 TO STA. C 39+00.00
STA. C 34+15.00 TO STA. C 34+80.00
ITEM 609.0401
THE UNIT COST FOR
SAWCUT TO BE INCLUDED IN
CURB DETAIL
12"
5
TO REMAIN
EXISTING PAVEMENT
1.5%
4" - ITEM 608.0101
ITEM 203.02
1
ROUND 4' V.C.
1
GROUND
ORIGINAL6.0%
AND ITEM 610.1602
4" - ITEM 610.1402
ITEM 203.03
SHLDR.
2'-3"
(NOT TO SCALE)
STA. C 15+27.00 TO STA. C 17+17.00
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
MAINT. STRIP
(0-0" TO 7'-0")
SIDEWALK
5'-0"
VARIES
BREAK
(4 TO 6)
VARIES
6
AND ITEM 610.1602
4" - ITEM 610.1402
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION
THIS DWG.
SEE CURB DETAIL,
ITEM 418.760312"
1.5%
VARIES
SIDEWALK
5'-0"
MAINT. STRIP
(0'-0" TO 11'-0")
1.5%
ITEM 203.02
6.0%ROUND 4' V.C.
1
6
ITEM 203.03
BREAKSHLDR.
2'-3"
AND ITEM 610.1602
4" - ITEM 610.1402
AND ITEM 610.1602
4" - ITEM 610.1402
TRAVEL LANES
vVARIES (25'-0" TO 29'-0")
TRAVEL LANES
vVARIES (27'-0" TO 28'-6")
(SEE NOTE 1)
ITEM 407.0102
4" - ITEM 610.1402 & 610.1602
610.1602
610.1402
609.0401
608.0101
503.1010
418.7603
TURF ESTABLISHMENT - LAWNS
TOPSOIL - ROADSIDE
CAST-IN-PLACE CONCRETE CURB TYPE VF150
CONCRETE SIDEWALK
PCC FOUNDATION FOR PAVEMENT, CLASS C
ASPHALT PAVEMENT JOINT ADHESIVE
SY
CY
LF
CY
CY
LF
GAL
TON
CY
CY
CY
DILUTED TACK COAT
COURSE, TYPE 2 SHALL BE 8" THICK AT DRIVEWAYS.
ITEM 608.0101, CONCRETE SIDEWALKS AND DRIVEWAYS SHALL BE 6" THICK AND ITEM 304.12, SUBBASE 2.
NEW ASPHALT, ITEM 407.0102.
DILUTED TACK COAT, SHALL BE APPLIED TO ALL SAWCUT SURFACES AND BETWEEN ALL LAYERS OF 1.
MAINT. STRIP
(2'-6" TO 4'-6")
SIDEWALK
5'-0"
CAPABLE OF SUSTAINING PLANT GROWTH, AS APPROVED BY THE ENGINEER.
TOPSOIL. ANY EMBANKMENT MATERIAL (ITEM 203.03) USED IN THIS AREA SHALL BE A MINERAL SOIL,
THE SUBGRADE, WHICH SHALL BE SCARIFIED TO THE DEPTH OF 6" PRIOR TO PLACING FILL OR
ALL CONSTRUCTION DEBRIS, SUBBASE MATERIAL, ETC., SHALL BE REMOVED FROM THIS AREA DOWN TO 4.
ASPHALT, ITEM 418.7603.
LONGITUDINAL, TRANSVERSE, SAWCUT, AND OTHER JOINTS BUTTING AGAINST THE NEW TOP COURSE
ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO THE VERTICAL FACES OF ALL 3.
6" - ITEM 304.11000008
6" - ITEM 304.11000008
6" - ITEM 304.11000008
6" - ITEM 304.11000008
407.0102
402.128903
304.11000008
203.03
203.02
SUBBASE COURSE, (MODIFIED)
EMBANKMENT IN PLACE
UNCLASSIFIED EXCAVATION AND DISPOSAL
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
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D.
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AT
OR
D.
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M.
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UF
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AM
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PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
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ONALDD ADA
MS
0
719 36
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LANOISSEFRO
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ON: 8/12/2019
TYPICAL SECTIONS TYP-02
(NOT TO SCALE)
TO REMAIN
EXISTING PAVEMENT
1
1.5% 1.5%
SHLDR.
2'-3"
BREAK
ROUND 4' V.C.
1
STA. C 20+75.00 TO STA. C 27+00.00
AND ITEM 610.1602
4" - ITEM 610.1402
ITEM 609.0401
ITEM 627.50140008
ITEM 203.03
4" - ITEM 608.0101
ITEM 407.0102 (SEE NOTE 1)
1•" - ITEM 402.128903
2•" - ITEM 402.198903
4" - ITEM 402.378903
12" - ITEM 304.12
ITEM 203.02
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
GROUND
ORIGINAL
SIDEWALK
5'-0"
MAINT. STRIP
VARIES (6'-0" TO 8'-6")
STA. C 32+80.00 TO STA. C 34+15.00
6.0%
EXISTINGMATCH
6
6
ITEM 418.7603
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH CURB AND PAVEMENT
27'-0"
(SEE NOTE 3)
ITEM 304.12 OR ITEM 203.03
(SEE PLANS FOR LOCATIONS)
610.1402 AND ITEM 610.1602
4" - ITEM 601.01110001 OR
ITEM NO. DESCRIPTION ITEM NO.UNIT DESCRIPTION NOTES:UNIT
COMPACTION
12.5 F9 TOP COURSE HMA, SHOULDER COURSE, 80 SERIES
610.1602
610.1402
609.0401
608.0101
601.01110001
503.1010
418.7603
SY
CY
LF
CY
SY
CY
LF
GAL
TON
TON
TON
CY
CY
CY
DILUTED TACK COAT
37.5 F9 BASE COURSE, HMA 80 SERIES COMPACTION
19 F9 BINDER COURSE HMA, 80 SERIES COMPACTION
TURF ESTABLISHMENT - LAWNS
TOPSOIL - ROADSIDE
CAST-IN-PLACE CONCRETE CURB TYPE VF150
CONCRETE SIDEWALK
EXPOSED AGGREGATE CONCRETE SURFACES
PCC FOUNDATION FOR PAVEMENT, CLASS C
ASPHALT PAVEMENT JOINT ADHESIVE
6
TO REMAIN
EXISTING PAVEMENT
1
6.0% 1.5% 1.5%
SHLDR.
2'-3"
BREAK
ROUND 4' V.C.
1
STA. C 18+50.00 TO STA. C 20+75.00STA. C 27+00.00 TO STA. C 28+70.00
AND ITEM 610.1602
4" - ITEM 610.1402
ITEM 203.03
4" - ITEM 608.0101
ITEM 203.02
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
(NOT TO SCALE)
STA. C 42+50.00 TO STA. C 44+80.00
VARIES
SIDEWALK
5'-0"
MAINT. STRIP
(0'-0" TO 8'-0")
6
6GROUND
ORIGINAL
ITEM 418.7603
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH CURB
DWG. TYP-01
SEE CURB DETAIL,
STA. C 37+50.00 TO STA. C 38+20.00
AND ITEM 610.1602
4" - ITEM 610.1402 ITEM 203.03 (SEE NOTE 3)
TRAVEL LANE/MEDIAN
VARIES (11'-0" TO 20'-0")
TRAVEL LANE
VARIES (13'-6" TO 15'-6")
3'-0"
COURSE, TYPE 2 SHALL BE 8" THICK AT DRIVEWAYS.
ITEM 608.0101, CONCRETE SIDEWALKS AND DRIVEWAYS SHALL BE 6" THICK AND ITEM 304.12, SUBBASE 2.
NEW ASPHALT, ITEM 407.0102.
DILUTED TACK COAT, SHALL BE APPLIED TO ALL SAWCUT SURFACES AND BETWEEN ALL LAYERS OF 1.
CAPABLE OF SUSTAINING PLANT GROWTH, AS APPROVED BY THE ENGINEER.
TOPSOIL. ANY EMBANKMENT MATERIAL (ITEM 203.03) USED IN THIS AREA SHALL BE A MINERAL SOIL,
THE SUBGRADE, WHICH SHALL BE SCARIFIED TO THE DEPTH OF 6" PRIOR TO PLACING FILL OR
ALL CONSTRUCTION DEBRIS, SUBBASE MATERIAL, ETC., SHALL BE REMOVED FROM THIS AREA DOWN TO 4.
ASPHALT, ITEM 418.7603.
LONGITUDINAL, TRANSVERSE, SAWCUT, AND OTHER JOINTS BUTTING AGAINST THE NEW TOP COURSE
ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO THE VERTICAL FACES OF ALL 3.
TRAVEL LANE
VARIES (11'-0" TO 12'-6")
TRAVEL LANE
VARIES (14'-0" TO 16'-0")
6" - 304.11000008
6" - ITEM 304.11000008
407.0102
402.378903
402.198903
402.128903
304.11000008
203.03
203.02
SUBBASE COURSE, (MODIFIED)
EMBANKMENT IN PLACE
UNCLASSIFIED EXCAVATION AND DISPOSAL
12"
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
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D
ONALDD ADA
MS
0
719 36
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LANOISSEFRO
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ON: 8/12/2019
TYPICAL SECTIONS TYP-03
1.5%
4" - ITEM 608.0101
12"
TO REMAIN
EXISTING PAVEMENT
STA. C 47+00.00 TO STA. C 49+75.00(NOT TO SCALE)
GROUND
ORIGINALVARIES
1.5%
ITEM 203.02
4" - ITEM 608.0101
12"
TO REMAIN
EXISTING PAVEMENT
STA. C 44+80.00 TO STA. C 46+08.00(NOT TO SCALE)
SIDEWALK
5'-0"
MAINT. STRIP
4'-0"
6.0%
1
AND ITEM 610.1602
4" - ITEM 610.1402
ROUND 4' V.C.
1.5%
BREAKSHLDR.
0'-6"
MATCH EXISTING
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION
DWG. TYP-01
SEE CURB DETAIL,
TRAVEL LANE/MEDIAN
VARIES (20'-2" TO 22'-4")
TRAVEL LANE
15'-0"
GROUND
ORIGINAL
6
1
6
ITEM 203.03 (TYP.)
TRAVEL LANE/MEDIAN
VARIES (22'-8" TO 22'-10")
TRAVEL LANE
15'-0"
DWG. TYP-01
SEE CURB DETAIL,
4" - ITEM 601.01110001
ROUND 4' V.C.
ITEM 418.7603
ITEM 418.7603
(6" REVEAL)
ITEM 609.0401
ITEM 610.1602
4" - ITEM 610.1402 AND
SIDEWALK
5'-0"
MAINT. STRIP
(0'-0" TO 4'-6")
VARIES
TYPICAL SECTIONS - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH BACK CURB
VARIES
ITEM 203.02
4" - ITEM 608.020102
8" - ITEM 304.12
ITEM NO. DESCRIPTION ITEM NO.UNIT DESCRIPTION NOTES:UNIT
7
(EXISTING CURB TO BE REMOVED)
ITEM 203.02
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
TO REMAIN
EXISTING PAVEMENT
1.5%
STA. C 40+90.00 TO STA. C 42+50.00
VARIES
4" - ITEM 608.0101
(NOT TO SCALE)
MATCH EXISTING
STA. C 49+75.00 TO STA. C 49+89.36
STA. C 46+08.00 TO STA. C 47+00.00
TRAVEL LANE/MEDIAN
VARIES (10'-8" TO 22'-10")
TRAVEL LANE
15'-0"
TYPICAL SECTION - CENTRAL PARK AVENUE SIDEWALK RECONSTRUCTION WITH BACK CURB
GROUND
ORIGINAL
SIDEWALK
5'-0"
MAINT. STRIP
VARIES (2'-6" TO 4'-0")
DWG. TYP-01
SEE CURB DETAIL,
ITEM 418.7603
(SEE PLANS FOR LOCATIONS)
ITEM 610.1602
ITEM 610.1402 AND
4" - ITEM 601.01110001 OR
12"
ITEM 203.02
DWG. TYP-01
SEE CURB DETAIL,
6"
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
CENTRAL PARK AVENUE
H.C.L. & STA. LINE
LF
SY
CY
LF
CY
SY
LF
627.5014008
610.1602
610.1402
609.0401
608.020102
608.0101
601.01110001
418.7603
CUTTING PAVEMENT
TURF ESTABLISHMENT - LAWNS
TOPSOIL - ROADSIDE
CAST-IN-PLACE CONCRETE CURB TYPE VF150
HMA SIDEWALK, DRIVEWAY & BICYCLE PATHS, & VEGETATION CONTROL STRIPS
CONCRETE SIDEWALK
EXPOSED AGGREGATE CONCRETE SURFACES
ASPHALT PAVEMENT JOINT ADHESIVE
CY
CY
CY
CAPABLE OF SUSTAINING PLANT GROWTH, AS APPROVED BY THE ENGINEER.
TOPSOIL. ANY EMBANKMENT MATERIAL (ITEM 203.03) USED IN THIS AREA SHALL BE A MINERAL SOIL,
THE SUBGRADE, WHICH SHALL BE SCARIFIED TO THE DEPTH OF 6" PRIOR TO PLACING FILL OR
ALL CONSTRUCTION DEBRIS, SUBBASE MATERIAL, ETC., SHALL BE REMOVED FROM THIS AREA DOWN TO 4.
ASPHALT, ITEM 418.7603.
LONGITUDINAL, TRANSVERSE, SAWCUT, AND OTHER JOINTS BUTTING AGAINST THE NEW TOP COURSE
ASPHALT PAVEMENT JOINT ADHESIVE SHALL BE APPLIED TO THE VERTICAL FACES OF ALL 3.
COURSE, TYPE 2 SHALL BE 8" THICK AT DRIVEWAYS.
ITEM 608.0101, CONCRETE SIDEWALKS AND DRIVEWAYS SHALL BE 6" THICK AND ITEM 304.12, SUBBASE 2.
NEW ASPHALT, ITEM 407.0102.
DILUTED TACK COAT, SHALL BE APPLIED TO ALL SAWCUT SURFACES AND BETWEEN ALL LAYERS OF 1.
6" - ITEM 304.11000008
(SEE NOTE 3)
ITEM 203.03 OR ITEM 304.11000008
6" - ITEM 304.11000008
6" - ITEM 304.11000008
304.11000008
203.03
203.02
SUBBASE COURSE, (MODIFIED)
EMBANKMENT IN PLACE
UNCLASSIFIED EXCAVATION AND DISPOSAL
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
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SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
ON:
ALTERED BY:
K.
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PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
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PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
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ON: 8/12/2019
GENERAL NOTES:
ENVIRONMENTAL NOTES:
UTILITY NOTES: SURVEY NOTES:
PROJECT SPECIFIC NOTES:
ACCESS AND NOTIFICATION NOTES:
GENERAL NOTES GNN-01
8
SECTION 609 OF THE STANDARD SPECIFICATIONS.
THE EXCAVATION ASSOCIATED WITH CURB INSTALLATION SHALL BE PAID FOR IN ACCORDANCE WITH 13.
ENGINEER.
HAND FINISHING PER THE STANDARD SPECIFICATION. CERTIFICATION SHALL BE PROVIDED TO THE
THE CONTRACTOR SHALL PROVIDE AN ACI CERTIFIED CONCRETE FLAT WORK FINISHER TO SUPERVISE ALL 12.
NOT BE ENTITLED TO COMPENSATION FOR SAID TIME DELAYS, REMOVALS, OR REPLACEMENTS.
INSTALLATION OF MATERIALS. FAILURE TO DO SO MAY RESULT IN TIME DELAYS. THE CONTRACTOR WILL
APPROVED BY THE ENGINEER PRIOR TO ORDERING OR FABRICATION OF MATERIALS AND PRIOR TO
SUBMITTALS, CATALOG CUTS, SAMPLES, AND SHOP DRAWINGS MUST BE RECEIVED, REVIEWED AND 11.
RIGHTS-OF-WAY.
THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF EXISTING EDGE OF PAVEMENT ALONG ALL 10.
CODES, STANDARDS, ORDINANCES, RULES, AND REGULATIONS.
ALL WORK SHALL BE DONE IN STRICT COMPLIANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 9.
OF GREENBURGH.
RESIDENCY NOTIFIED FOR PICKUP. ALL OTHER EXISTING SIGNS SHALL BECOME THE PROPERTY OF TOWN
THE PANEL SHALL BECOME THE PROPERTY OF THE NYSDOT. SIGNS WILL BE STORED AND LOCAL STATE
ALL EXISTING TRAFFIC SIGNS REMOVED BY THE CONTRACTOR WITH A NYSDOT STICKER ON THE BACK OF 8.
SPECIFICATIONS.
ACCORDANCE WITH SECTION 633 (CONDITIONING OF EXISTING PAVEMENT) OF THE NYSDOT STANDARD
ALL EXISTING PAVEMENT AND SHOULDER SURFACES THAT ARE TO BE RESURFACED SHALL BE CLEANED IN 7.
TO CORRECT THE SITUATION TO THE SATISFACTION OF THE ENGINEER BEFORE WORK IS RESUMED.
OPERATIONS IN THE AFFECTED AREA SHALL BE DISCONTINUED AND IMMEDIATE ACTION SHALL BE TAKEN
IF THE ENGINEER NOTIFIES THE CONTRACTOR OF ANY HAZARDOUS CONSTRUCTION PRACTICES, ALL 6.
SUPPLEMENT THE GENERAL NOTES LISTED HEREIN.
PLANS AND SUCH NOTES, WHILE PERTAINING TO THE SPECIFIC DRAWINGS THEY ARE PLACED ON, ALSO
THE CONTRACTOR IS ADVISED THAT ADDITIONAL NOTES WILL BE FOUND ON SUBSEQUENT SHEETS OF THE 5.
INCLUDED IN THE LUMP UNIT BID PRICE 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 ADDITIONAL PAYMENT SHALL BE MADE FOR WORK CALLED FOR BY NOTES ON THE PLAN, IN THE 4.
CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH FIELD CONDITIONS.
FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE
BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE TIME. ACTUAL
ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK. THESE CONTRACT DOCUMENTS HAVE
RECONSTRUCTION PROJECTS, THE EXACT EXTENT OF CONSTRUCTION WORK CANNOT ALWAYS BE
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF 3.
ON THE AS-BUILT DRAWINGS SUBMITTED FOR APPROVAL.
THE PLANS, AS APPROVED BY THE ENGINEER. ALL FIELD CONDITIONS AND DIMENSIONS SHALL BE NOTED
THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL MAKE APPROPRIATE CHANGES TO THOSE SHOWN ON
ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS. IF FIELD CONDITIONS AND DIMENSIONS DIFFER FROM
THE CONTRACTOR SHALL EXAMINE AND VERIFY IN THE FIELD ALL EXISTING AND GIVEN CONDITIONS, 2.
STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
UNLESS OTHERWISE NOTED ALL ITEM NUMBERS FOR SPECIFIC WORK TASKS RELATE TO THE NEW YORK 1.
CONTRACTOR AND APPROVED BY THE ENGINEER AND/OR THE TOWN.
HOURS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. SUCH NOTICES WILL BE FURNISHED BY THE
THE CONTRACTOR SHALL NOTIFY ALL RESIDENTS AND BUSINESSES LOCATED IN THE WORK ZONE 72 5.
PEDESTRIAN ACCESS AT ALL TIMES.
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE
CONSTRUCTED WITH SUBBASE MATERIAL EXCEPT THAT TEMPORARY ASPHALT CONCRETE SHALL BE PLACED
TIMES TO THE SATISFACTION OF THE ENGINEER. RAMPING CONSTRUCTION TO PROVIDE ACCESS MAY BE
THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL COMMERCIAL AND RESIDENTIAL PROPERTIES AT ALL 4.
CLOSURES OR ANY WORK AFFECTING TRAFFIC SIGNALS.
THE CONTRACTOR SHALL NOTIFY THE STATE AND/OR TOWN 72 HOURS PRIOR TO ANY STREET OR LANE 3.
COMPLETION OF EXCAVATION AND BACKFILL OPERATIONS WITHIN THE PAVEMENT LIMITS.
ENGINEER, AND/OR THE TOWN. TEMPORARY PAVEMENT SHALL BE PLACED WITHIN 48 HOURS OF
CONTROL DEVICES AND THE NYS SUPPLEMENT, AND EFFORTS SHALL BE COORDINATED WITH THE
THE CONTRACTOR SHALL MAINTAIN ALL TRAFFIC IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC 2.
EMERGENCY VEHICLES AT ALL TIMES.
THE CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE ACCESS INTO OR THROUGH THE WORK SITE BY 1.
ITEMS SHALL BE INCLUDED IN THE PRICE BID FOR THE CONCRETE SIDEWALKS ITEM IN THE CONTRACT.
COVERING, FOLLOWED BY A PENETRATING SEALER PRIOR TO THE FIRST FREEZE. THE COST FOR THESE
SIDEWALKS PLACED AFTER OCTOBER 15TH SHALL BE CURED USING WET BURLAP AND A PLASTIC
IN ADDITION TO THE CURING REQUIREMENTS OF THE NYSDOT STANDARD SPECIFICATIONS, CONCRETE 3.
PERMIT FEES.
GREENBURGH AS CO-APPLICANT. THE CONTRACTOR SHALL SECURE THE BONDS AND PAY ALL NYSDOT
THE CONTRACTOR SHALL SECURE A JOINT NYSDOT HIGHWAY WORK PERMIT WITH THE TOWN OF 2.
OUTSIDE THE WORK HOUR RESTRICTIONS.
EQUIPMENT TO BE RUNNING SHALL BE APPROVED BY THE ENGINEER IF THE MAINTENANCE IS PERFORMED
THE EQUIPMENT RUNNING AFTER 8:00 PM. MAINTENANCE OF EQUIPMENT ON SITE WHICH REQUIRES THE
THE CONTRACTOR SHALL NOT BEGIN WARMING UP HIS OR HER EQUIPMENT BEFORE 7:00 AM, NOR KEEP 1.
OR RECOLLECTIONS. (SHOWN AS QLD)
SHOWN ON THE PLANS WAS DERIVED SOLELY FROM EXISTING NYSDOT AND/OR UTILITY COMPANY RECORDS
* QUALITY LEVEL D (QLD): QUALITY LEVEL D IS THE LOWEST DEGREE OF ACCURACY. THE INFORMATION
INFORMATION TO QUALITY LEVEL D INFORMATION. (SHOWN AS QLC)
ABOVE-GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS
INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED BY SURVEYING AND PLOTTING VISIBLE
* QUALITY LEVEL C (QLC): QUALITY LEVEL C IS THE THIRD HIGHEST DEGREE OF ACCURACY. THE
PLANS. NO EXCAVATIONS WERE PERFORMED. (SHOWN AS QLB)
DEPICTION. THE INFORMATION WAS SURVEYED TO APPLICABLE TOLERANCES AND REDUCED ONTO THE
QUALITY LEVEL B DATA ARE REPRODUCIBLE BY SURFACE GEOPHYSICS AT ANY POINT OF THEIR
IDENTIFY THE EXISTENCE AND APPROPRIATE HORIZONTAL POSITION OF SUBSURFACE UTILITY FACILITIES,
SURFACE GEOPHYSICAL METHODS (I.E., UNDERGROUND CAMERAS, RADAR, SONAR, TONE OUTS, ETC.) TO
INFORMATION SHOWN ON THE PLANS HAS BEEN OBTAINED THROUGH THE APPLICATION OF APPROPRIATE
* QUALITY LEVEL B (QLB): QUALITY LEVEL B IS THE SECOND HIGHEST DEGREE OF ACCURACY. THE
AS WELL AS THEIR OTHER UTILITY FACILITY ATTRIBUTES. (SHOWN AS QLA)
INTRUSIVE EXCAVATION EQUIPMENT TO DETERMINE THEIR PRECISE HORIZONTAL AND VERTICAL POSITIONS,
EXPOSED AND SURVEYED UTILITY FACILITIES) OF SUBSURFACE UTILITIES, USING (TYPICALLY) MINIMALLY
SHOWN ON THE PLANS HAS BEEN OBTAINED BY THE ACTUAL EXPOSURE (OR VERIFICATION OF PREVIOUSLY
* QUALITY LEVEL A (QLA): QUALITY LEVEL A IS THE HIGHEST DEGREE OF ACCURACY. THE INFORMATION
AND ARE AS FOLLOWS:
SEPARATE QUALITY LEVELS OF SUBSURFACE UTILITY FACILITY INFORMATION ARE GENERALLY RECOGNIZED
THE QUALITY OF THE UNDERGROUND UTILITY INFORMATION ON THE PLANS IS QUALITY LEVEL "C". FOUR 5.
(14) DAYS FOLLOWING NOTICE TO PROCEED, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
DRAWINGS ARE TO BE COMPLETED AND TEST PIT LOGS SUBMITTED TO THE ENGINEER WITHIN FOURTEEN
CONDITIONS PRIOR TO WORK IN CONGESTED UTILITY AREAS. ALL TEST PITS IDENTIFIED ON THESE
EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AS NEEDED BY THE CONTRACTOR TO VERIFY EXISTING 4.
RESTORATION.
CREWS. THE CONTRACTOR SHALL THEN PROVIDE ANY PROVISIONS NECESSARY TO AID IN THIS
SERVICE IS RESTORED. PLEASE NOTE THAT SOME UTILITIES REQUIRE DAMAGE REPAIRED BY THEIR OWN
RESTORE THAT SERVICE AT HIS OWN EXPENSE. HE MAY NOT CEASE HIS WORK OPERATION UNTIL THAT
SAID SERVICE, HE SHALL IMMEDIATELY CONTACT SAID UTILITY AND IF NECESSARY, COMMENCE WORK TO
IN THE EVENT THE CONTRACTOR DAMAGES AN EXISTING UTILITY SERVICE CAUSING AN INTERRUPTION IN 3.
UNDERGROUND UTILITIES LOCATED.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL "DIG SAFELY" (1-800-962-7962) TO HAVE 2.
COURSE OF CONSTRUCTION IS PREVENTED.
PRECAUTIONS SUCH THAT INTERFERENCE WITH OR DAMAGE TO THESE OR OTHER FACILITIES DURING THE
CONTRACTOR'S RESPONSIBILITY TO CONDUCT HIS OR HER OPERATIONS, AND TAKE NECESSARY
ADDITIONAL UTILITY LINES, WHETHER ABANDONED OR IN SERVICE, MAY EXIST AND IT SHALL BE THE
CONSTRUCTED ARE APPROXIMATE ONLY. THEIR EXACT LOCATION SHALL BE DETERMINED IN THE FIELD.
LOCATION OF UTILITIES, PUBLIC AND/OR PRIVATE, INDICATED ON THE PLANS AS EXISTING AND/OR TO BE 1.
LOCATED AT 56 MAIN STREET, POUGHKEEPSIE, NY 12601 (PH. 845-471-7898).
BASE MAPPING AND RIGHT-OF-WAY INFORMATION PREPARED BY KC ENGINEERING AND LAND SURVEYING, 1.
RIGHT-OF-WAY NOTES:
SUGGESTED CONSTRUCTION SEQUENCING
SPECIFCATION SECTION 107-08 AND 107-13).
SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTORS EXPENSE (STANDARD
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE. ANY SUCH INJURIES OR DAMAGES 5.
105-15).
SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION
PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST
INSTANCE ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE
LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED TO THE PROJECT ENGINEER AND IN NO
ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS,
IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS, UNEXPECTED RELEASES FOR 4.
(STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).
DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS
CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR
IF THE CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT 3.
PRE-CAST INSTALLATION TO ENSURE THAT ALL WORK IS PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY.
CURB RAMP REMOVAL, AND RAMP INSTALLATIONS WILL REQUIRE NON-TRADITIONAL FORM WORK AND/OR
CLOSE TO THE BACK OF THE EXISTING SIDEWALK. AT THESE LOCATIONS THE EXISTING SIDEWALK AND
AT SOME LOCATIONS THE PUBLIC RIGHT-OF-WAY IS AT THE BACK OF THE EXISTING SIDEWALK OR VERY 2.
OF ANY FENCES OR PROTECTIVE BARRIER.
REMOVAL AND MANAGEMENT, GRADING, SEEDING AND THE INSTALLATION OF TURF, AND THE INSTALLATION
VEHICLE ACCESS, STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE, LANDSCAPING, VEGETATION
HIMSELF/HERSELF THAT ALL WORK BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN 1.
4. CONTRACTOR TO INSTALL PEDESTRIAN PUSHBUTTONS.
CONTRACTOR TO INSTALL NEW CURBING, SIDEWALKS AND LANDSCAPING.3.
(NYS ROUTE 100).
CONTRACTOR TO EXCAVATE AND INSTALL PROPOSED STORM SEWER IMPROVEMENTS ALONG CENTRAL PARK AVENUE 2.
CONTRACTOR TO INSTALL ADVANCE WORK ZONE SIGNAGE AND TEMPORARY EROSION AND SEDIMENT CONTROL.1.
APPROVED BY THE ENGINEER IN CHARGE.
DEVICES BE ALLOWED TO ENTER ANY WETLAND OR WATERS. DESIGNATED WASH OUT AREAS TO BE
THE WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM REDI-MIX TRUCKS, MIXERS OR OTHER
DURING CONSTRUCTION, NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO 2.
ESTABLISHMENT AND MANAGEMENT) OF THE NYSDOT STANDARD SPECIFICATIONS.
SEEDED AND MULCHED AS SPECIFIED UNDER SECTION 610 (GROUND VEGETATION - PREPARATION,
ALL DISTURBED UNPAVED AREAS WITHIN THE DESIGNATED WORK LIMITS SHALL BE GRADED, FERTILIZED, 1.
BREAST HEIGHT (DBH) AND BRANCHES THAT ARE 3 INCHES OR GREATER IN DIAMETER.
31. THESE DATE RESTRICTIONS APPLY TO TREES THAT ARE 3 INCHES OR GREATER IN DIAMETER AT
FACT THEAT TREE CUTTING AND TRIMMING SHALL ONLY BE PERFORMED FROM OCTOBER 1 THROUGH MARCH
AND STATE LISTED THREATENED SPECIES, THE CONTRACTOR'S ATTENTION IS HEREBY DIRECTED TO THE
LISTED ENDANGERED SPECIES AND NORTHERN LONG-EARED BAT (MYOTIS SEPTENTRIONALIS), A FEDERAL
IN ORDER TO PREVENT ANY DIRECT TAKINGS OF INDIANA BAT (MYOTIS SODALIS), A FEDERAL AND STATE 1.
FOR INDIANA BAT & NORTHERN LONG-EARED BAT:TIME OF YEAR TREE CUTTING AND TRIMMING RESTRICTIONS
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
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SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
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PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
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PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
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WORK ZONE TRAFFIC CONTROL NOTES:
1. GENERAL NOTES
2. STANDARD SHEETS 619-10, 11, AND 12 CRITERIA
3. TIME / DATE RESTRICTIONS
4. WORK ZONE REQUIREMENTS
5. CONSTRUCTION VEHICLES, EQUIPMENT, AND MATERIALS
6. CHANNELIZING DEVICES
7. FLAGGING AND TRAFFIC CONTROL
9. NOTIFICATION AND EMERGENCY ACCESS
MOVEMENT OF THROUGH TRAFFIC IN THE ADJACENT OPEN LANES.
PRACTICAL, THE CONTRACTOR'S VEHICLES ENTERING AND LEAVING THE WORK ZONE SHALL NOT IMPEDE THE
THE CONTRACTOR SHALL PLAN AND INCORPORATE ACCESS POINTS INTO THE WORK ZONE SUCH THAT, TO THE EXTENT F.
WHICH INTERFERES WITH ACCESS TO ABUTTING PROPERTIES.
VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER E.
WHICH OBSTRUCTS SIGNS, BARRIERS, BARRICADES, OR OTHER TRAFFIC CONTROL DEVICES.
VEHICLES BELONGING TO THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES SHALL NOT BE PARKED IN A MANNER D.
NO MATERIAL IS TO BE STORED WITHIN THE CLEAR ROADSIDE AREA WITHOUT THE APPROVAL OF THE ENGINEER.C.
THIS REQUIREMENT IS NOT LIMITED TO THE CONTRACT LIMITS.
PARKED IN THE CLEAR ROADSIDE AREA, OR ANY OTHER LOCATION CONSIDERED BY THE ENGINEER TO BE A HAZARD.
CONTRACTOR VEHICLES NOT IN USE AND PRIVATE VEHICLES OWNED BY CONTRACTOR'S EMPLOYEES SHALL NOT BE B.
THE CLEAR ROADSIDE AREA IS DEFINED AS THE AREA WITHIN 10 FEET OF THE EDGE OF THE TRAVEL WAY.A.
SHALL BE SPACED AT A DISTANCE NOT TO EXCEED 25 FEET, OR AS DIRECTED BY THE ENGINEER.
ENGINEER. DELINEATORS SHALL REMAIN IN PLACE UNTIL SATISFACTORY PROTECTION IS PROVIDED. DELINEATORS
REFLECTORIZED PLASTIC DRUM DELINEATORS SHALL BE USED AT HAZARDOUS LOCATIONS DETERMINED BY THE C.
DEVICES MAY BE USED IN DIFFERENT AREAS OF A PROJECT.
PANELS AND DRUMS SHALL NOT BE USED IN THE SAME TAPER OR CLOSURE. HOWEVER, DIFFERENT CHANNELIZATION
THE CONTRACTOR SHALL NOT MIX CHANNELIZATION DEVICES IN A LINEAR CLOSURE OR TAPER I.E. CONES, VERTICAL B.
FOOT LATERAL CLEARANCE TO THE TRAVELED WAY.
WHERE POSSIBLE ALL CHANNELIZING AND GUIDING DEVICES ARE TO BE PLACED SO AS TO PROVIDE A MINIMUM 1 A.
NEAR THE ACTIVE WORK SPACE.
FLAGGERS SHALL BE LOCATED AS NEEDED AT ALL INTERSECTIONS AND COMMERCIAL DRIVEWAYS LOCATED WITHIN OR
ADDITIONAL TEMPORARY TRAFFIC CONTROL DEVICES AND/OR FLAGGERS SHALL BE PLACED AS NEEDED. ADDITIONAL
WHEN A SIDE ROAD OR DRIVEWAY INTERSECTS THE ROADWAY WITHIN A WORK ZONE TRAFFIC CONTROL AREA, C.
NOT BE VISIBLE WHEN FLAGGERS ARE NOT BEING USED.
FLAGGER SIGNS SHALL NOT BE USED FOR BRIEF PERIODS OF INCIDENTAL FLAGGING, AOBE. FLAGGER SIGNS SHALL B.
THE USE OF TEMPORARY SIGNALS AS A SUBSTITUTE FOR FLAGGERS WILL NOT BE ALLOWED ON THIS PROJECT.A.
STOPS.
PROVISIONS FOR THE SAFE INGRESS AND EGRESS OF PASSENGERS AT EXISTING OR TEMPORARILY RELOCATED BUS
OFFICIALS TO NOTIFY PERSONNEL OF THE EFFECTS TO SCHEDULES AND ROUTES. THE CONTRACTOR SHALL MAKE
TRAFFIC PATTERNS OR IMPLEMENTATION OF WORK ZONES SO THAT THERE WILL BE ADEQUATE TIME FOR TRANSIT
ROAD ALTERATIONS ON BUS OPERATIONS. THIS SHOULD BE DONE FOUR WEEKS IN ADVANCE OF ANY CHANGES IN
THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE TRANSIT OFFICIALS IN RESPECT TO THE EFFECT OF B.
NECESSARY ADJUSTMENTS TO RESPONSE SCHEDULES AND ROUTES.
TRAFFIC PHASE AND/OR DETOUR TO ALLOW ADEQUATE TIME FOR THE ORGANIZATIONS TO COORDINATE AND MAKE
CONTACT SHALL BE MADE AS CONDITIONS CHANGE AND AT LEAST TWO WEEKS PRIOR TO IMPLEMENTING EACH
WITH RESPECT TO THE EFFECT OF ROAD WORK, TRAVEL LANE REDUCTIONS, AND DETOURS ON OPERATIONS. THIS
THE CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE SCHOOL AND EMERGENCY SERVICES ORGANIZATIONS A.
NOTES
WORK ZONE TRAFFIC CONTROL
10. BICYCLISTS AND PEDESTRIANS
WZN-01
8. SIGNS AND DEVICES
ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.
LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE RIGHT SIDE OF THE
ALL WARNING AND REGULATORY SIGNS SHALL BE POSTED ON BOTH SIDES OF ONE-WAY STREETS. IN CASES WHERE F.
SIGHT.
SIGNS AT OR NEAR INTERSECTIONS SHALL BE PLACED SO THAT THEY DO NOT OBSTRUCT A MOTORIST'S LINE OF E.
REPLACED IN THIS CONTRACT.
EXISTING SIGNS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND/OR LOCATION UNLESS OTHERWISE
LAYOUT SHALL BE COVERED, REMOVED, STORED OR RESET, AS APPROVED BY THE ENGINEER. ALL APPROPRIATE
ANY EXISTING SIGNS, INCLUDING OVERHEAD SIGNS, WHICH CONFLICT WITH THE TEMPORARY TRAFFIC CONTROL SIGNS D.
APPROVAL OF THE ENGINEER.
BASED ON SIGHT DISTANCE AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF SIGNS ARE SUBJECT TO
THE LOCATION OF THE SIGNS SHOWN ON THE WORK ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED C.
AS ORDERED BY THE ENGINEER.
INDICATE ACTUAL CONDITIONS AT ALL TIMES AND SHALL BE COVERED, MOVED, REMOVED, OR CHANGED IMMEDIATELY
ACCORDANCE WITH THE MUTCD UNLESS SHOWN OTHERWISE ON THE PLANS. ALL SIGNS INCLUDING GUIDE SIGNS SHALL
THE CORRECT SPACING OF SIGNS, EITHER PERMANENT OR TEMPORARY MUST BE MAINTAINED AT ALL TIMES IN B.
THE MUTCD. COLOR REQUIREMENTS SHALL BE BLACK TEXT ON ORANGE BACKGROUND.
DIAMOND-SHAPED ADVANCE WARNING SIGNS SHALL BE USED FOR ALL ADVANCE WARNING SIGNS SHOWN IN PART 6 OF A.
9
WITHIN 10 FEET OF THE EDGE OF PAVEMENT.
WHICH TRAFFIC IS RESTRICTED BECAUSE OF CONSTRUCTION ACTIVITIES, OR THAT AREA WHICH INVOLVES A DROP-OFF
WORK ZONES ON OPPOSITE SIDES OF THE ROAD SHALL NOT OVERLAP. A WORK ZONE IS DEFINED AS THAT AREA IN B.
THE MINIMUM WIDTH OF TRAVEL LANES WITHIN THE WORK ZONE IS 10 FEET.A.
TO AND FROM THE BUS.
THE CONTRACTOR SHALL PROVIDE A USABLE TRAVEL PATH AT ALL BUS STOP LOCATIONS TO PROVIDE SAFE ACCESS G.
619.01.
TEMPORARY SAFETY FENCING SHALL BE INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL, ITEM
THE STANDARD SPECIFICATIONS. ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND REMOVE
BOTTOM RAIL TO PROVIDE ADDITIONAL SUPPORT, AOBE. THE SAFETY FENCE SHALL CONFORM TO SECTION 107-05 OF
METAL OR WOOD POSTS. THE FENCING SHALL BE A MINIMUM OF 4 FEET IN HEIGHT AND MAY INCLUDE A TOP AND
DROP-OFF OVER 6 INCHES. SAFETY FENCING SHALL BE CONTINUOUS PLASTIC FLUORESCENT ORANGE SUPPORTED BY
TEMPORARY SAFETY FENCING SHALL BE PLACED ALONG ANY SIDEWALK ADJACENT TO ANY EXCAVATION OR VERTICAL F.
STATE.
CONSTRUCTION ACTIVITIES OR PRACTICES SHALL BE IMMEDIATELY REPAIRED, AOBE, AT NO COST TO THE TOWN OR
ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS. SIDEWALK THAT IS DAMAGED BY CARELESS
ADAAG. SIDEWALK REPAIRS DUE TO REQUIRED CONSTRUCTION ACTIVITIES SHALL BE PAID FOR UNDER 608.020102,
SURFACE SHALL BE IN CONFORMANCE WITH THE CRITERIA OUTLINED ABOVE, AS WELL AS THOSE CONTAINED IN THE
CONCRETE MEETING THE REQUIREMENTS OF SECTION 608 OF THE STANDARD SPECIFICATIONS. THE REPAIRED
EXISTING SIDEWALK SERVING AS THE USABLE TRAVEL PATH SHALL BE REPAIRED IMMEDIATELY USING ASPHALT
ANY CONSTRUCTION ACTIVITY THAT RESULTS IN THE BREAKAGE OF SLABS OR THE REMOVAL OF SEGMENTS OF E.
WILL RESULT IN THE ASSESSMENT OF LIQUIDATED DAMAGES AS DEFINED IN THE SPECIAL NOTES.
INCLUDED IN THE PRICE BID FOR BASIC WORK ZONE TRAFFIC CONTROL. FAILURE TO PROVIDE THIS PAVED SURFACE
TWO WEEK PERIOD, A TEMPORARY CURB RAMP MAY BE INSTALLED. THE COST OF THIS TEMPORARY RAMP IS TO BE
WITH ADAAG REQUIREMENTS. IF THE CONTRACTOR CHOOSES TO PROVIDE THE FINAL SIDEWALK SURFACE AFTER THE
WILL BE MADE FOR THE TEMPORARY SURFACE. THE CONTRACTOR MUST ALSO PROVIDE CURB RAMPS IN ACCORDANCE
REQUIREMENTS. IF THE CONTRACTOR CHOOSES NOT TO PLACE THE FINAL SIDEWALK SURFACE, NO SEPARATE PAYMENT
PERIOD THE CONTRACTOR MUST PROVIDE A PAVED SURFACE (FINAL OR TEMPORARY) MEETING THE ADAAG
TO USE THE COMPACTED SURFACE FOR A MAXIMUM OF TWO WEEKS (14 CALENDAR DAYS). AFTER THE TWO WEEK
SIDEWALK REMOVAL OR CURB INSTALLATION, WHICHEVER IS LESS. THE CONTRACTOR MAY ALLOW PEDESTRIAN TRAFFIC
SHALL PROVIDE A SURFACE MEETING ADAAG REQUIREMENTS WITHIN TWO WEEKS (14 CALENDAR DAYS) OF EXISTING
FOR LOCATIONS WHERE EXISTING SIDEWALK WAS REMOVED OR NEW SIDEWALKS ARE PROPOSED, THE CONTRACTOR D.
608.020102, ASPHALT CONCRETE SIDEWALKS, DRIVEWAYS AND BICYCLE PATHS.
RAMPS, INCLUDING THE RESTORATION OF DISTURBED AREAS, SHALL BE INCLUDED IN THE PRICE BID FOR ITEM
ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO INSTALL AND REMOVE TEMPORARY SIDEWALK AND CURB C.
ACCESS TO RESIDENTIAL AND COMMERCIAL PROPERTIES SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION.
STAGED BETWEEN INTERSECTING ROADS TO ENSURE SAFE PEDESTRIAN CROSSING AND ACCESSIBILITY. PEDESTRIAN
AND EXISTING OR TEMPORARY SIDEWALK CURB RAMPS. THE USABLE TRAVEL PATH SHALL BE CLEARLY MARKED AND
TRAVEL PATH; EXISTING SIDEWALKS/SHOULDERS; TEMPORARY SIDEWALKS/SHOULDERS; FINAL SIDEWALKS/SHOULDERS;
GUIDELINES (ADAAG). THE CONTRACTOR MAY UTILIZE ANY COMBINATION OF THE FOLLOWING TO PROVIDE THE USABLE
THE CONTINUOUS PASSAGE PROVISIONS OF THE CURRENT AMERICANS WITH DISABILITIES ACT ACCESSIBILITY
THROUGH OR AROUND WORK ZONES FOR THE DURATION OF THIS PROJECT. THE TRAVEL PATH SHALL COMPLY WITH
THE CONTRACTOR SHALL PROVIDE, DELINEATE AND MAINTAIN A USABLE TRAVEL PATH FOR PEDESTRIANS EITHER B.
WALKWAYS SHALL BE CLEARLY MARKED AND HAVE A LOGICAL START AND TERMINUS.
TO THE NON-MOTORIZED PUBLIC. WHERE PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF THE EXISTING FACILITY,
PARKED IN SUCH A MANNER AS TO OBSTRUCT PEDESTRIAN OR BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD
THE DURATION OF THE CONSTRUCTION. MATERIAL, EQUIPMENT OR OTHER SUCH BARRIERS SHALL NOT BE PLACED OR
THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROUGH OR AROUND EACH WORK AREA FOR A.
SETTING: URBANC.
TYPE OF ROADWAY: CONVENTIONAL ROADB.
PRECONSTRUCTION POSTED SPEED LIMIT: 30 MPHA.
STANDARD SHEETS:
THE CONTRACTOR SHALL REFER TO THE FOLLOWING CRITERIA WHILE UTILIZING THE NYSDOT
ASSIGNED TO THE PROJECT (DOT INSPECTOR OR RESIDENCY).
HIGHWAY. THE NOTIFICATION AND COORDINATION WITH THE TMC SHALL BE MADE THRU THE NYSDOT REPRESENTATIVE
THE TRANSPORTATION MANAGEMENT CENTER (TMC) SHALL BE NOTIFIED BEFORE ANY WORK IS STARTED ON A STATE G.
STANDARD SPECIFICATIONS.
ENGINEER. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ITEM 619.01 SECTION 619-3.02(C) OF NYSDOT
INTERSECTING HIGHWAYS, HOMES AND COMMERCIAL ESTABLISHMENTS AT ALL TIMES TO THE SATISFACTION OF THE
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFE AND ADEQUATE INGRESS AND EGRESS TO AND FROM F.
WORK.
BARRIERS, DELINEATION (CONES, DRUMS, ETC.) FLAGGERS, PAVEMENT MODIFICATIONS, AND ANY OTHER RELATED
AOBE, SHALL BE COMPLETE. THIS INCLUDES BUT IS NOT LIMITED TO, ALL SIGNS, SIGNALS, PAVEMENT MARKINGS,
PRIOR TO THE START OF ANY WORK OPERATIONS, ALL RELATED WORK FOR PROPOSED WORK ZONE TRAFFIC CONTROL, E.
MANAGEMENT, THE NEW YORK STATE POLICE, THE RESIDENT ENGINEER, THE TOWN, AND THE LOCAL POLICE.
OUTSIDE NORMAL WORKING HOURS. THE ENGINEER WILL PROVIDE THE SUBMITTED INFORMATION TO NYSDOT, REGIONAL
NUMBERS OF STAFF WHO ARE AUTHORIZED TO SECURE LABOR, MATERIALS, AND EQUIPMENT FOR EMERGENCY REPAIRS
THE CONTRACTOR SHALL PROVIDE THE ENGINEER, IN WRITING, WITH THE NAMES, ADDRESSES, AND TELEPHONE D.
TOWN THIRTY (30) WORKING DAYS PRIOR TO IMPLEMENTATION OF SUCH REVISIONS.
TRAFFIC CONTROL PLAN. SUCH CONCEPTUAL CHANGES MUST BE SUBMITTED TO THE ENGINEER FOR APPROVAL BY THE
IMPLEMENTATION OF SUCH PROPOSED REVISIONS, EXCEPT FOR CHANGES THAT ALTER THE BASIC CONCEPT OF THE
PLAN FOR REVIEW AND APPROVAL BY THE NYSDOT/TOWN FIVE (5) WORKING DAYS PRIOR TO THE PLANNED
THE CONTRACTOR MUST SUBMIT TO THE ENGINEER, IN WRITING, PROPOSED REVISIONS TO THE TRAFFIC CONTROL C.
THE CONTRACTOR SHALL IMMEDIATELY CORRECT THE INDICATED DEFICIENCY, AOBE.
ANY TIME THE ENGINEER DETERMINES THAT TRAFFIC IS NOT BEING PROPERLY MAINTAINED WITHIN A WORK ZONE,
ORDERED BY THE ENGINEER (AOBE), COST TO BE INCLUDED IN THE PRICE BID FOR THE APPROPRIATE ITEMS. IF AT
REFLECT THE MINIMUM REQUIREMENTS. ADDITIONAL SIGNS AND/OR TRAFFIC CONTROL DEVICES MAY BE REQUIRED AS
THE TYPICAL DETAILS DEPICTED ON THE STANDARD SHEETS, THE TRAFFIC CONTROL PLANS, AND IN THE MUTCD B.
NYSDOT STANDARD SHEETS 619 SERIES, AND ANY PROVISIONS CONTAINED IN THESE PLANS.
CONTROL - OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619 - WORK ZONE TRAFFIC A.
20202019
THERE SHALL BE NO TEMPORARY LANE CLOSURES ON THE FOLLOWING HOLIDAY DATES:A.
CONVENTIONAL HIGHWAY SIZE SIGNING SHALL BE USED ON THIS PROJECT.H.
RIGHT SIDE OF THE ACTIVE TRAVEL LANE, UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.
IN CASES WHERE LANE RESTRICTIONS REDUCE THE TRAVEL LANE TO ONE LANE, SIGNS SHALL BE POSTED ON THE G.
THERE SHALL BE NO WORK OPERATIONS ALLOWED BEFORE SUNRISE OR AFTER SUNSET.C,
THE WORK HOUR RESTRICTIONS.
EQUIPMENT TO BE RUNNING SHALL BE APPROVED BY THE ENGINEER IF THE MAINTENANCE IS PERFORMED OUTSIDE
EQUIPMENT RUNNING AFTER THE SCHEDULED QUIT TIMES. MAINTENANCE OF EQUIPMENT ON SITE WHICH REQUIRES THE
THE CONTRACTOR SHALL NOT BEGIN WARMING UP EQUIPMENT BEFORE THE SCHEDULED START TIMES, NOR KEEP THE B.
6:00 AM DEC 31 TO 6:00 JAN 2 (2020)
6:00 AM DEC 21 TO 6:00 AM DEC 26
6:00 AM NOV 27 TO 6:00 AM DEC 2
6:00 AM AUG 30 TO 6:00 AM SEPT 3
6:00 AM DEC 31 TO 6:00 AM JAN 4 (2021)
6:00 AM DEC 24 TO 6:00 AM DEC 28
6:00 AM NOV 25 TO 6:00 AM NOV 30
6:00 AM SEPT 4 TO 6:00 AM SEPT 8
6:00 AM JULY 2 TO 6:00 AM JULY 5
6:00 AM MAY 22 TO 6:00 AM MAY 26
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
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D.
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OR
D.
BO
RJ
AS
M.
SC
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UF
FE
RT
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AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
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ONALDD ADA
MS
0
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MARIO
N
AVE
AHEAD
WORK
ROAD
END
ROAD WORK
1
2
W20-1
G20-2
NO. SIGN FACE SIGN
SIGN TEXT DATA TABLE
21
2
BE
GIN SID
EW
AL
K
CO
NST
RUCTIO
N
ST
A.
C 15+26.7
2
(TYP.)
100'
1
100'
(TYP.)
1
2
1
EN
D SID
EW
AL
K
CO
NST
RUCTIO
NST
A.
C 49+89.3
6
GRID
NO
RT
HG
RID
NO
RT
H
2
1
MATC
H LIN
E ST
A.
C 34+00.0
0,
THIS
DW
G
MATC
H LIN
E ST
A.
C 34+00.0
0,
THIS
DW
G
1 2
2
2
1
10
3
N.
HE
ALY
AVE
SOUT
H
WAS
HIN
GT
ON
AVE
NYS
RTE 100A (W.
HARTS
DALE
AVE)
NYS RTE 100A (E.
HARTSDALE
AVE)
NYS RTE 100 (CENTRAL PARK AVE)
NYS RTE 100 (CENTRAL PARK AVE)
3
WZTC-01
TICKETS
SPEEDING
WORK ZONE
AFTER TWO
SUSPENDED
LICENSE
3 NYR9-11
(SEE SIGN TEXT DATA TABLE)
TEMPORARY CONSTRUCTION SIGN
ADVANCED SIGNING PLAN
wWORK ZONE TRAFFIC CONTROL
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
S
S
S
S
S
WE
S
E
S
E
S
S
S
S
E
FOUNTAIN
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mpp_01.d
gn
mschauffert BRIDGES CULVERTS
JO
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PR
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
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C 14+88.2
4
PT
C 22+23.2
0 PI
C 30+10.8
3
PC
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
S
S
S
S
S
SS
S
S
, STA. LINE & H.C.L.c
(NOT TO SCALE)
WZTC-02
11
VARIES
VARIES (7'-0" TO 23'-7")
AT 10' O.C.
CHANNELIZING DEVICE
TRAVEL LANE
11'-0" (10'-0" MIN.)
PROPOSED WORK ZONE AND SIDEWALK WORK
TRAVEL LANE
11'-0" (10'-0" MIN.)
WZTC TYPICAL SECTION - CENTERAL PARK AVENUE SIDEWALK CONSTRUCTION
STAGING TYPICAL SECTION
WORK ZONE TRAFFIC CONTROL
EXISTING STRIPING
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mpp_02.d
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ND
RA
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EC
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
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HVC-01
12
HORIZONTAL CONTROL TABLE
TABLE OF HORIZONTAL ALIGNMENT
POINT STATION CURVE DATACOORDINATE
NORTH EAST
POB C. 10+00.00 793783.57 683150.79
PC C. 11+34.91 793900.67 683217.77
AZ 29°45'59.80"
LENGTH =134.91 FT
PI C. 13+11.96 794054.36 683305.67
PT C. 14+88.24 794192.02 683417.01
RADIUS = 2200.00 FT
DELTA =9°12'07.59" RT
LENGTH = 353.34 FT
TANGENT =177.05 FT
PI C. 22+23.20 794763.43 683879.22AZ 38°58'07.39"
LENGTH =734.95 FT
PI C. 22+23.20 794763.43 683879.22
PC C. 30+10.83 795378.03 684371.80
AZ 38°42'41.17"
LENGTH =787.63 FT
PI C. 32+57.56 795570.55 684526.11
PT C. 34+99.91 795703.51 684733.95
RADIUS = 1500.00 FT
DELTA =18°40'53.12" RT
LENGTH = 489.08 FT
TANGENT =246.73 FT
PC C. 35+97.21 795755.94 684815.91
AZ 57°23'34.29"
LENGTH =97.30 FT
PI C. 38+17.34 795874.57 685001.35
PT C. 40+32.64 796051.29 685132.61
RADIUS = 1200.00 FT
DELTA =20°47'25.86" LT
LENGTH = 435.44 FT
TANGENT =220.14 FT
POE C. 54+83.69 797216.18 685997.81
AZ 36°36'08.44"
LENGTH =1451.04 FT
TABLE OF HORIZONTAL ALIGNMENT
POINT STATION CURVE DATACOORDINATE
NORTH EAST
POB 0+00.00 796650.36 685863.68
PC 1+70.88 796801.24 685783.47
AZ 332°00'22.23"
LENGTH =170.88 FT
PI 1+96.50 796823.87 685771.44
PT 2+21.70 796841.61 685752.95
RADIUS = 160.00 FT
DELTA =18°11'58.42" LT
LENGTH = 50.82 FT
TANGENT =25.63 FT
POE 7+02.51 797174.44 685405.96
AZ 313°48'23.82"
LENGTH =480.81 FT
CENTRAL PARK AVENUE (NYS ROUTE 100) WEST HARTSDALE AVENUE (NYS ROUTE 100A)
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PR
OJ
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T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
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LANOISSEFRO
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NOT TO SCALE U.S FEET
NYS EAST(NAD83)(2011)
EPOCH 2010.0
MARION AVE.
CURBT-CUT
CURBT-CUT
S CE
NTR
AL
AVE.
CBP-1
SURVEY BASELINE TIE
N: 794295.5480
E: 683458.2107
SIGN POSTT-CUT
CBP-1
NOT TO SCALE U.S FEET
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-2
X-CUT IN SIDEWALK
CONC. S
WK.
HE
ALY
AVE.
SURVEY BASELINE TIE
N: 794649.2066
E: 683733.4468
CURBT-CUT
SIGN POSTT-CUT
UTILITY POLENAIL IN
CBP-2 S CE
NTR
AL
AVE.
SURVEY BASELINE TIE
NOT TO SCALE U.S FEET
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-3
N: 795147.8511
E: 684146.6869
CBP-3
UTILITY POLENAIL IN
FENCE CORNERCHAIN LINK
S CE
NTR
AL
AVE.
SURVEY BASELINE TIE
U.S FEETNOT TO SCALE
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-4
EART
H
N: 795546.1368
E: 684479.8314
CBP-4
UTILITY POLENAIL IN
CURBT-CUT
CURBT-CUT
S CENTR
AL
AVE.
CAPPED #5 REBAR
SURVEY BASELINE TIE
NOT TO SCALE U.S FEET
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-5
X-CUT IN SIDEWALK
N: 795764.3398
E: 684893.9385
CBP-5UTILITY POLENAIL IN
CURBT-CUT CB
X-CUT
S CEN
TRAL
AVE.
SURVEY BASELINE TIE
U.S FEETNOT TO SCALE
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-6
X-CUT IN SIDEWALK
N: 796220.8359
E: 685316.9960
CBP-6
CURBT-CUT GRATE
X-CUT ON
S CE
NTR
AL
AVE.
SURVEY BASELINE TIESURVEY BASELINE TIE
NOT TO SCALE U.S FEET U.S FEETNOT TO SCALE
HARTSD
ALE A
VE.
HARTSDALE AVE.
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-7
X-CUT IN SIDEWALK
NYS EAST(NAD83)(2011)
EPOCH 2010.0
CBP-8
X-CUT IN SIDEWALK
N: 797041.6985
E: 685576.1708
N: 796934.4996
E: 685717.3383
CBP-8
CBP-7
UTILITY POLENAIL IN
CURBT-CUT
SIGN POSTT-CUT
UTILITY POLENAIL IN
CURBT-CUT
S CENTR
AL
AVE.
SIGNAL POLEX-CUT TRAFFIC
CONC. S
WK.
22.3' 17.2'
11.7'
10.4'21.2'
11.1'
40.0'
19.2'
11.1'
11.1'
84.2'
MHX-CUT
CAPPED #5 REBARCAPPED #5 REBAR
NOT TO SCALE U.S FEETNOT TO SCALE U.S FEET
CPBM 1 CPBM 2
SURVEY BENCHMARK TIE SURVEY BENCHMARK TIE
ON CURBDESCRIPTION: SQUARE CUTVERTICAL DATUM: NAVD88ELEVATION: 233.63'
ON CURBDESCRIPTION: SQUARE CUTVERTICAL DATUM: NAVD88ELEVATION: 185.54'
NOT TO SCALE U.S FEET
CPBM 2
SURVEY BENCHMARK TIE
ON CURBDESCRIPTION: SQUARE CUTVERTICAL DATUM: NAVD88ELEVATION: 187.66'
COURT ST.AVE. B/W MLK JR. BLVD &
SOUTHERLY SIDE OF MARTINE
CONC. S
WK.
CONC. S
WK.
CONC. S
WK.
EART
H
CE
NTR
AL P
AR
K
AVE.
MARIO
N A
VE.
CEN
TRAL
PAR
K A
VE.
CE
NTR
AL P
AR
K
AVE.
OF MARION AVE.PARK AVE., SOUTHWESTERLY
NORTHERLY SIDE OF CENTRAL
OF S. WASHINGTON ST.PARK AVE., NORTHEASTERLY
NORTHERLY SIDE OF CENTRAL
44.7'
24.4'
23.4'
TRAFFIC POLE
SIGN POST
TREE31.5'
17.4'
36.8'
BLDG COR.
POSTSIGN
POLETRAFFIC
SWLK EDGE3.8'
13.6'
18.2'
TOP CURB PT
SWLK/CURB
POLEUTILITYNAIL IN
4.7'
9.1'
3.8'
5.8'
5.3'
4.0'
5.9'
6.4' 3.
7'
4.4'
3.5'
7.3'
4.4'
BASELINE TIES BLT-01
LAND SURVEYING. P.C.
KC ENGINEERING AND
13
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walk\cadd\dgn\117-304_cph_blt_01.d
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mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
ON:
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
STATION OFFSET SIDE
TOTAL 2
QUANTITY
TO BE ADJUSTED, ITEM 663.33
TABLE OF WATER VALVES
STATION OFFSET SIDE
TOTAL 5
QUANTITY
TO BE ADJUSTED BY OTHERS
TABLE OF GAS VALVES
SIDE
3
QUANTITYSTATION OFFSET (FT)
TOTAL
TYPE
RELOCATED BY OTHERS
TABLE OF UTILITY POLES TO BE
DESCRIPTION
NUMBER OR
REFERENCE
UTILITY
STATION
CENTERLINE
LOCATION BY
TOTAL 1
LEFT (FT) RIGHT (FT)
-
LT 1
ITEM NO. STATION QUANTITY
ITEM
MISCELLANEOUS TABLES MST-01
SIDE
14
W 750088 C 41+93.39 29.42
C 47+02.78
C 45+88.82
42.97
40.84
LT
LT
1
1
C 48+45.86
C 48+34.21
C 48+10.41
C 47+95.36
C 47+31.85
44.00
44.44
43.85
44.72
45.18
LT
LT
LT
LT
LT
1
1
1
1
1
C 25+82.82
C 32+98.45 LT 1
614.060504
614.060304
ITEM 604.0701XX
TABLE OF ALTERING STRUCTURES
(PROPOSED)
CENTERLINE
OFFSET FROM
614.060204 C 41+01.49 LT 1
LT 1
LT 1
LT 1
LT 1
614.060204
614.060204
614.060204
614.060204
C 41+24.30
C 41+46.57
C 41+68.74
C 41+89.76
C 23+57.95
C 33+01.79
C 47+88.42
42.24
37.72
46.51
LT
LT
LT
SEWER
SEWER
SEWER
1
1
1
604.070101
604.070102
604.070101
ITEM 608.020102
TABLE OF DRIVEWAYS
NUMBER
DRIVEWAY LOCATION
MATERIAL
EXISTING
MATERIAL
PROPOSED WIDTH PL
TYPE
ENTRANCEPAVEMENT SECTION
STATION SIDE "W" (FT) (FT)
C1 C 16+77.61 RT ASPHALT ASPHALT 21.6 21.0 TYPE 2 COMMERCIAL
C2 C 18+39.47 LT ASPHALT ASPHALT 23.8 22.3 TYPE 2 COMMERCIAL
C3 C 19+04.18 LT ASPHALT ASPHALT 33.6 22.6 TYPE 2 COMMERCIAL
C4 C 19+82.65 LT ASPHALT ASPHALT 35.4 23.0 TYPE 2 COMMERCIAL
C5 C 27+10.14 LT ASPHALT ASPHALT 22.3 23.8 TYPE 2 COMMERCIAL
C6 C 27+99.56 LT ASPHALT ASPHALT 23.9 23.8 TYPE 2 COMMERCIAL
C7 C 28+59.40 LT ASPHALT ASPHALT 24.8 23.8 TYPE 2 COMMERCIAL
C8 C 31+85.48 LT ASPHALT ASPHALT 25.2 25.4 TYPE 2 COMMERCIAL
C9 C 32+69.55 LT ASPHALT ASPHALT 25.4 27.8 TYPE 2 COMMERCIAL
C10 C 34+27.26 LT ASPHALT ASPHALT 25.2 28.5 TYPE 2 COMMERCIAL
C11 C 37+86.57 LT ASPHALT ASPHALT 26.6 20.1 TYPE 2 COMMERCIAL
C12 C 38+60.84 LT ASPHALT ASPHALT 30.2 18.1 TYPE 2 COMMERCIAL
C13 C 40+79.83 LT ASPHALT ASPHALT 22.1 27.8 TYPE 2 COMMERCIAL
C14 C 44+56.54 LT ASPHALT ASPHALT 47.9 19.3 TYPE 2 COMMERCIAL
C15 C 45+09.38 LT ASPHALT ASPHALT 30.1 17.7 TYPE 2 COMMERCIAL
C16 C 46+34.92 LT ASPHALT ASPHALT 25.6 13.4 TYPE 2 COMMERCIAL
C17 C 46+85.53 LT ASPHALT ASPHALT 19.3 12.1 TYPE 2 COMMERCIAL
C18 C 47+11.29 LT CONCRETE CONCRETE 32.3 12.6 TYPE 4 COMMERCIAL
C19 C 47+98.43 LT CONCRETE CONCRETE 22.4 12.5 TYPE 4 COMMERCIAL
C20 C 48+72.15 LT ASPHALT ASPHALT 17.2 10.4 TYPE 2 COMMERCIAL
C21 C 49+48.06 LT ASPHALT ASPHALT 50.8 10.7 TYPE 2 COMMERCIAL
TABLE OF TREE REMOVALS, ITEM 614.060X04
7TOTAL
TOTAL 1
STATION SIDE QUANTITY
C 28+76.38 LT 1
N.Y.S.D.O.T.(CENTRAL PARK AVE)
NY ROUTE 100
(CENTRAL PARK AVE)
NY ROUTE 100
(CENTRAL PARK AVE)
NY ROUTE 100
(CENTRAL PARK AVE)
NY ROUTE 100
TO STA. C50+50
STA. C 15+00
TO STA. C50+50
STA. C 15+00
SIGNS AND CURBING
SYSTEMS, PAVEMENT MARKINGS,
PAVEMENT, SHOULDERS, DRAINAGE
SIDEWALKS
PAVEMENT AND SHOULDERS
SIDEWALKS
0.67
0.67 TOWN OF GREENBURGH
N.Y.S.D.O.T.
TOWN OF GREENBURGH HIGHWAY LAW SECTION 140
HIGHWAY LAW SECTION 12
HIGHWAY LAW SECTION 140
HIGHWAY LAW SECTION 122.69
N/A
2.69
N/A0.67
0.67
2
1
3
4
TABLE OF MAINTENANCE JURISDICTION
CONTROL OF SNOW AND ICE
HIGHWAY
NUMBER
PARTHIGHWAY LIMITS FEATURES TO BE MAINTAINED
MILES
LANEAGENCY AUTHORITY
TO STA. C 50+50
STA. C 15+00
TO STA. C 50+50
STA. C 15+00
ITEM 614.0411
TABLE OF CARE OF TREES
MILES
c
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walk\cadd\dgn\117-304_cph_
mst_01.d
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mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
MSD-01
15
CURB
MATCH ADJACENT
PAVEMENT
TOP OF PROPOSED
6"
2'-0" - SEE PLANS FOR LOCATIONS
(NOT TO SCALE)
CURB TERMINATION DETAIL
ITEM 203.02 (TYP.)
UNCLASSIFIED EXCAVATION
GRADE
EXISTING
EXISTING SUBBASE
(TYP.)
1'-0"
(SEE PLANS)
WIDTH VARIES
(SEE NOTE)ITEM 203.03EMBANKMENT
(NOT TO SCALE)
TYPICAL PAVEMENT REMOVAL
NOTE:
CAPABLE OF SUSTAINING PLANT GROWTH.
THE EMBANKMENT MATERIAL SHALL BE A MINERAL SOIL,
610.1602 (4")
ITEM 610.1402 &
(2 LIFTS)
ITEM 608.020102
4"
8"
(NOT TO SCALE)
TYPICAL COMMERCIAL DRIVEWAY SECTION
MISCELLANEOUS DETAILS
POINT
LOCATION
1'-0"
1'-0"
1'-0"
NOTES:
WIDTH LENGTH
SHELTER PAD TABLE
WWF REINFORCEMENT INCLUDED IN BID PRICE OF SIDEWALK ITEM 608.0101.1.
2.
(NOT TO SCALE)
TRAFFIC
ITEM 608.0101
6" - CONCRETE SHELTER PAD, POINT
LOCATION
SHELTER
FUTURE
5'x15' 16'6'
SEE GENERAL PLANS FOR SPECIFIC SHELTER PAD LOCATIONS.
PROPOSED SHELTER
CONCRETE SHELTER PAD DETAIL
CARE OF TREE DETAIL
AREA (OVER SIDEWALK)
8'-0" OVERHEAD CLEAR
SIDEWALK
MAINTENANCE STRIP
CUT HERE
WITHOUT DISTURBING THE CALLOUS COLLAR.
TO THE TRUNK OR BRANCH AS POSSIBLE
THE OVERHEAD CLEAR AREA. PRUNE AS CLOSE
OR THE NEXT LARGEST BRANCH OUTSIDE OF
PRUNE BRANCHES AT THE TRUNK OF THE TREE
A.O.B.E.
RETAIN AN AESTHETIC BALANCE IN TREE BRANCHING,
DISTANCE, CLEAR VIEW OF SIGNS AND SIGNALS, OR
INDICATED IN ORDER TO OBTAIN ADEQUATE SIGHT
ADDITIONAL PRUNING MAY BE DONE BEYOND THE LIMITS
ACCORDING TO ACCEPTABLE HORTICULTURAL PRACTICES.
OF TREES PRUNING. ALL WORK SHALL BE DONE
201 AND CONFORM TO ITEM 614-3.01 SECTION B - CARE
PRUNING SHALL BE DONE IN ACCORDANCE WITH SECTION 1.
2.
NOTES:
(NOT TO SCALE)
4"- ITEM 608.0101
(SEE TYPICAL SECTIONS)
PAVEMENT COURSES
(NOT TO SCALE)
3'-
0"
VARIES
3" MULCH
ITEM 610.1101
4"
TREE PIT)
(LENGTH AND WIDTH OF
STRUCTURAL SOIL MIX
ITEM 610.14000011
FOR TREE TYPE AND ITEM
SEE GENERAL PLANS
INSTALLATION DETAIL)
(SEE DWG. TYP-01 FOR
PROPOSED CURB
(4'-0" TO 6'-0") SIDEWALK
18"
5'-0"
TREE PIT (PROPOSED TREE)
ITEM 614.0411
(TYP.)
1'-0"
ITEM 304.11000008
6" - ITEM 304.11000008
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Projects\2017\117-304
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walk\cadd\dgn\117-304_cph_
msd_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
0 20 40 60 80'20
1" = 40'
GRID
NO
RT
H
GNP-01GENERAL PLAN
MA
TC
H
LIN
E
ST
A.
C 20
+50.0
0,
SE
E
DW
G.
GN
P-02
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
NOTES:
TM 8.290-225-2
S & J SERVICE CENTER INC
LANDS N/F OF
TM 8.290-226-1
HARTSDALE DEVELOPMENT LLC
LANDS N/F OF
TM 8.290-224-3
MARION COURT CONDO COMMON
LANDS N/F OF
TM 8.350-254-1..SE
SCARSDALE FAIRWAY LLC
LANDS N/F OF
STATION SIDE ITEM # ITEM # DESCRIPTION
* SIDE = SIDE OF ROAD IN DIRECTION OF STATIONING
LT 647.31
SIGN REMOVAL TABLE
C 15+86 - RELOCATE EXISTING STREET SIGN ASSEMBLY AND POST
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
16
TM 8.290-225-1
VENTRESCA BROS CONSTRUCTION
LANDS N/F OF
REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.3.
WESTCHESTER COUNTY BUS STOP SIGNS SHALL BE FABRICATED AND INSTALLED BY OTHERS.2.
SEE DWG. MSD-01 FOR BUS SHELTER DETAILS, LAYOUT AND ITEMS.1.
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walk\cadd\dgn\117-304_cph_gnp_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
ON: 8/12/2019
C 15+00 C 16+00 C 17+00 C 18+00 C 19+00 C 20+00
C 14+88.2
4
PT
S
S
S
S S
S
S
S S
S
EARTH
S
S S
S
S
S S
S
S
S
S
S S
S
S
S S
S
S
S S
S
S
S S
S
SUMP=213.63
RIM ELE
V=230.23
SUMP=214.48
RIM ELE
V=231.83
EARTH
CONC. SWK.EARTH
EARTH CONC. SWK.EARTH
CONC. SWK.
CONC. SWK.
EARTH EARTH
SUMP=226.38
RIM ELE
V=232.58
SUMP=216.88
RIM ELE
V=232.13
MARIO
N
AVE
NYS RTE 100 (CENTRAL PARK AVE)
CONCRETE SIDEWALK (TYP.)
ITEM 608.0101
TO BE REMOVED (BY OTHERS)
EXISTING BUS SHELTER
BE
GIN SID
EW
AL
K
CO
NST
RUCTIO
N
ST
A.
C 15+26.7
2
CONCRETE CURB (TYP.)
ITEM 609.0401
(SEE NOTE 1)
PROPOSED BUS SHELTER
(SEE DETAIL, DWG. MSD-01)
REMOVE EXISTING SIDEWALK
C2 C3 C4
C1
(SEE DWG. TSP-01)
POLE IMPROVEMENTS (TYP.)
PROPOSED PEDESTRIAN
1-1
DR
TO
FR
OM
18" STOP BAR
ITEM 685.11
REMOVE STOP BAR
ITEM 635.0103
CURB RAMP, TYPE 5 (MOD.)
CURB RAMP, TYPE 2
CURB RAMP, TYPE 2
CURB RAMP, TYPE 1
DROP CURB (TYP.)
CURB RAMP, TYPE 1
WARNING UNIT (TYP.)
EMBEDDED DETECTABLE
ITEM 608.21
(SEE NOTE 3)
SIGN WITH POST
RELOCATE EXISTING
ITEM 647.31
BUS STOP SIGN (SEE NOTE 2)
WESTCHESTER COUNTY
ITEM 645.81
4.5'
5.0'
3.4' 7.6'
27.0'
8.2'
5.0' 11.0'
TYPE LS CROSSWALK (TYP.)
ITEM 685.11
S
S
S
S
S
S
EARTH
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RIM ELE
V=205.40
RIM ELE
V=216.17
EARTH
GRASS
ASPH. PARKING
GRASS
GRASS
SUMP=197.05
RIM ELE
V=212.35
SUMP=210.83
RIM ELE
V=222.83
D035821
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N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_gnp_02.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
C 21+00 C 22+00 C 23+00 C 24+00 C 25+00 C 26+00
C 22+23.2
0 PI
0 20 40 60 80'20
1" = 40'
GRID
NO
RT
H
GNP-02GENERAL PLAN
MA
TC
H
LIN
E
ST
A.
C 20
+50.0
0,
SE
E
DW
G.
GN
P-01
MAT
CH LIN
E ST
A.
C 26+50.0
0,
SEE
DW
G.
GNP-03
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
PLANTING LIST
KEY QTY. BOTANICAL NAME COMMON NAME ITEM NO. SIZE COND. REMARKS
XX
X = NUMBER OF PLANTS
= PLANT KEY
UA 4 B&B
STATION SIDE DESCRIPTION* ITEM ITEM
C 21+06 LT
SIGN REMOVAL/RELOCATION TABLE
647.41-
LS 4 B&B
ULMUS AMERICANA
LIGUIDAMBAR STYRACIFLUA
'PRINCETON' ELM
'ROTUNDILOBA' AMERICAN SWEETGUM
611.0151
611.0151
2" CAL
2" CAL
-
-
TM 8.290-220-14
RANAD CORPORATION
LANDS N/F OF
REMOVE AND STORE EXISTING BUS STOP SIGN PANEL
C 20+87 LT 647.31 -
C 23+66 LT 647.31 -
RELOCATE EXISTING "ONE WAY" SIGN POST
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
17
NOTES:
REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.1.
RESET EXISTING "SPEED LIMIT 30" SIGN POST
N.
HE
ALY
AVE
NYS RTE 100 (CENTRAL PARK AVE)
CONCRETE SIDEWALK (TYP.)
ITEM 608.0101
WARNING UNIT (TYP.)
EMBEDDED DETECTABLE
ITEM 608.21
CONCRETE MAINTENACE STRIP
EXPOSED AGGREGATE
ITEM 601.01110001
1:6
REMOVE AND STORE SIGN
ITEM 647.41
REMOVE AND STORE BENCH
REMOVE CONCRETE PAD
ITEM 203.02
TO
FR
OM
1
UA1
LS1
UA
1
11
LS
1
LS
IN MAINTENANCE STRIP
RESET SIGN
ITEM 645.81
UA
UA2-1
DR
2-2
DR
2-3
DR
2-4
DR
CURB RAMP, TYPE 1
1
LS
2-5
DR
2-6
DR
SAWCUT PAVEMENT
ITEM 627.50140008
TEST PIT (TYP.)
ITEM 206.05
(SEE NOTE 1)
SIGN WITH POST
RELOCATE EXISTING
ITEM 647.31
ALTER EXISTING MANHOLE
ITEM 604.070101
CONCRETE CURB (TYP.)
ITEM 609.0401
REMOVE EXISTING TREE
ITEM 614.060504
27.0'
6.0' 5.0'
TYPE LS CROSSWALK
ITEM 685.11
0 20 40 60 80'20
1" = 40'
GRID
NO
RT
H
GENERAL PLAN GNP-03
MAT
CH LIN
E ST
A.
C 26+50.0
0,
SEE
DW
G.
GNP-02
MAT
CH LIN
E ST
A.
C 32+50.0
0,
SEE
DW
G.
GNP-04
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
XX
X = NUMBER OF PLANTS
= PLANT KEY
STATION SIDE DESCRIPTION* ITEM ITEM
C 27+30 647.31 -LT
SIGN REMOVAL/RELOCATION TABLE
TM 8.290-220-14
RANAD CORPORATION
LANDS N/F OF
TM 8.290-220-15
CENTRAL 183 LLC
LANDS N/F OF
TM 8.300-227-1
V & V STORES INC
LANDS N/F OF
SIGN PANEL ASSEMBLY I
RELOCATE "NO STOPPING BUS STOP" AND WESTCHESTER COUNTY BUS STOP SIGN PANEL,
NOTES:
1. REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
18
R
emax FT./FT.DN RT
L
T
=
=
=
=
=
Dc
=
CURVE #1
= STA.
= STA.
PC
C 30+10.83
C 34+99.91
1500.00'
489.08'
246.73'
PT
D035821
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N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_gnp_03.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
C 27+00 C 28+00 C 29+00 C 30+00C 31+00
C 32+00C 30+10.8
3
PC
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
RIM ELE
V=199.40
RIM ELE
V=200.63
RIM ELE
V=197.43
ASPH. PARKING
ASPH. PARKING
EARTH
SUMP=186.33
RIM ELE
V=196.13
EARTHEARTHEARTH
ASPH. PARKING
ASPH. PARKING
GRASS
ASPH. PARKING
SUMP=194.03
RIM ELE
V=204.43
SUMP=193.61
RIM ELE
V=203.01
RIM ELE
V=191.78
NYS RTE 100 (CENTRAL PARK AVE)
(BY OTHERS)
TO BE RELOCATED
EXISTING GUY WIRE
(BY OTHERS)
TO BE RELOCATED
EXISTING GUY WIRE
FR
OMT0
CONCRETE CURB (TYP.)
ITEM 609.0401FR
OM
TO
REMOVE AND STORE BENCH
ITEM 203.02
VALVE BOX ELEVATION
ADJUST EXISTING
ITEM 663.33
CARE OF TREE
ITEM 614.0411
SHRUBS (TYP.)
REMOVE
ITEM 203.02
1:6 1:6 1:4
C7C6C5C8
SAWCUT PAVEMENT
ITEM 627.50140008
(SEE NOTE 1)
SIGN WITH POST
RELOCATE EXISTING
ITEM 647.31
EXISTING HYDRANT
RELOCATE
ITEM 663.31
DROP CURB (TYP.)
STRIP
CONCRETE MAINTENENCE
EXPOSED AGGREGATE
ITEM 601.01110000
CONCRETE SIDEWALK (TYP.)
ITEM 608.0101
CURVE #1
6.5' 4.5'
27.0'
7.7'
4.7'
0 20 40 60 80'20
1" = 40'
GENERAL PLAN GNP-04
GRIDN
ORT
H
MAT
CH LIN
E ST
A.
C 32+50.0
0,
SEE
DW
G.
GNP-03
MAT
CH LIN
E ST
A.
C 38+50.0
0,
SEE
DW
G.
GNP-05
NOTES:
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
XX
X = NUMBER OF PLANTS
= PLANT KEY
STATION SIDE DESCRIPTION* ITEM ITEM
C 32+54 647.31 -LT
SIGN REMOVAL/RELOCATION TABLE
C 33+43 LT -
C 34+46 LT 647.31 -
C 34+77 LT 647.31 -
C 35+75 LT 647.31 -
-
TM 8.250-194-1
CAPITAL DISTRIBUTORS CORP
LANDS N/F OF
REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.3.
SEE DWG. MSD-01 FOR BUS SHELTER DETAILS, LAYOUT AND ITEMS.2.
CONTRACTOR TO BE AWARE OF IRRIGATION ALONG FRONTAGE OF PROPERTY.1.
LARGE BUILDING SIGN PANEL TO BE RELOCATED BY OTHERS
RELOCATE "ONE WAY" SIGN PANEL, SIGN PANEL ASSEMBLY I
RELOCATE "ONE WAY" SIGN PANEL, SIGN PANEL ASSEMBLY I
RELOCATE "BUS STOP" SIGN PANEL, SIGN PANEL ASSEMBLY I
RELOCATE "S WASHINGTON AVE" SIGN PANEL, SIGN PANEL ASSEMBLY I
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
19
TM 8.300-227-3
141 CENTRAL AVENUE ASSOCIATION
LANDS N/F OF
8
9
R
emax FT./FT.DN RT
L
T
=
=
=
=
=
Dc
=
CURVE #2
= STA.
= STA.
PC
C 35+97.21
C 40+32.64
1200.00'
435.44'
220.14'
PT
R
emax FT./FT.DN RT
L
T
=
=
=
=
=
Dc
=
CURVE #1
= STA.
= STA.
PC
C 30+10.83
C 34+99.91
1500.00'
489.08'
246.73'
PT
C 33+00
C 34+00 C 35+00C 36+00 C 37+00
C 38+00
C 34+99.9
1
PT
C 35+97.2
1
PC
D035821
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N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_gnp_04.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
SOUTH
WASHIN
GTON
AVE
NYS RTE 100 (CENTRAL PARK AVE)
DRAINAGE STRUCTURE
ALTER EXISTING
ITEM 604.070101 SEE NOTE 1
(BY OTHERS)
TO BE RELOCATED
EXISTING GUY WIRE
T0
FR
OM
CONCRETE CURB (TYP.)
ITEM 609.0401
TO
FR
OM T
O
FR
OM
EXISTING SIGN
RELOCATE
ITEM 647.31
EXISTING SIGN
RELOCATE
ITEM 647.31
TO
FR
OM
(SEE NOTE 3)
WITH POST
RELOCATE EXISTING SIGN
ITEM 647.31
WITH POST (SEE NOTE 3)
RELOCATE BUS STOP SIGN
ITEM 647.31
(BY OTHERS)
RELOCATED
SIGN TO BE
EXISTING
TO
FR
OM
1:6
C9
C10
C11
TO REMAIN
EXISTING SIDEWALK
(BY OTHERS)
TO BE RELOCATED
EXISTING GUY WIRE
SIDEWALK (TYP.)
CONCRETE
ITEM 608.0101
NOTE 2)
SHELTER (SEE
PROPOSED BUS
REMOVE EXISTING TREE
ITEM 614.060304CURB RAMP, TYPE 1
TYPE 3
CURB RAMP,
WARNING UNIT (TYP.)
DETECTABLE
EMBEDDED
ITEM 608.21
CURVE #2CURVE #1
SAWCUT PAVEMENT
ITEM 627.50140008
CROSSWALK
TYPE LS
ITEM 685.11
7.9'
5.0'
15.0'
4.6'S SS S
CONC. SWK.
EARTH
S SS S
ASPH. PARKING
ASPH. PARKING
S SS SS SS S
EARTH
SUMP 185.25
RIM ELEV=192.65
RIM ELEV=190.57
RIM ELEV=190.18
SUMP=181.02
RIM ELEV=189.47
EARTH
SUMP=180.42
RIM ELEV=188.77
RIM ELEV=186.62
RIM ELEV=185.53
CONC. SWK.
EARTH
CONC. SWK.
E
S
S
SS
E
S
S
SS
E
S
S
S
EARTH
S
E
S
S
SS
E
S
S
S
ASPH. PARKING
E
S
S
SS
E
S
S
SS
E
S
S
SS
E
S
S
SS
E
S
S
S
ASPH. PARKING RIM ELE
V=178.80
SUM
P=170.40
RIM ELE
V=179.20
ASPH. PARKING
EARTH
SUM
P 173.21
RIM ELE
V=178.21 ASPH. PARKING
FILLE
D
W/ DEBRIS
RIM ELE
V=182.39
EARTH
CONC. SWK.
SUM
P=170.86
RIM ELE
V=179.86
SUM
P=177.57
RIM ELE
V=184.57
SUM
P 178.44
12"H
DPE(N)=178.54
RIM ELE
V=180.54
SUM
P 177.3
7
24"
HDPE(S
W)=177.3
7
24"
HPDE(N
E)=177.3
7
RIM ELE
V=180.47
OPENIN
G TOW
ARDS SE AT SUM
P
SUM
P 172.89
INV(N
W)=172.89
RIM ELE
V=179.09
SUM
P 175.67
12"(S
W)=177.2
7
12"(S)=177.47
12"(N
E)=175.77
12"(N
W)=177.17
RIM ELE
V=180.67
SUM
P 179.60
6" PVC
(SW)=181.00
12"
HDPE (N
E)=179.70
RIM ELE
V=182.50
SUM
P 180.41
12"
RCP (N
W)=180.91
RIM ELE
V=185.71
OPENIN
G TOW
ARD SE AT BOT
TOM
SUM
P 173.06
RIM ELE
V=176.56
48" CM
PAP
PROX.
C 39+00
C 40+00C 41+00
C 42+00C 43+00
C 44+00
C 40+32.6
4
PT
D035821
8
8/15/2019
N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_gnp_05.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
0 20 40 60 80'20
1" = 40'
GENERAL PLAN GNP-05
GRID
NO
RT
H
MATC
H LIN
E ST
A.
C 38+50.0
0,
SEE
DW
G.
GNP-04
MAT
CH LIN
E ST
A.
C 44+00.0
0,
SEE
DW
G.
GNP-06
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
XX
X = NUMBER OF PLANTS
= PLANT KEY
COMMON NAME ITEM NO. SIZE COND. REMARKS
TC 3 B&B
PLANTING LIST
KEY QTY. BOTANICAL NAME
STATION SIDE DESCRIPTION* ITEM ITEM
C 40+91 LT
SIGN REMOVAL/RELOCATION TABLE
647.31 -
C 41+02 LT 647.41-
C 41+24 LT
C 41+47
LT
LT - 647.41
C 41+66
C 41+99 LT 647.31
- 647.41
-
- 647.41
TILIA CORDATA 'GREENPIRE' LITTLELEAF LINDEN 611.0151 2" CAL -
TM 8.250-194-3
ABDOL FAGHIHI LLC
LANDS N/F OF
TM 8.250-194-5
LEISURE UNLIMITED INC
LANDS N/F OF
TM 8.250-194-6
45 HARTSDALE LLC
LANDS N/F OF
NOTES:
1. REMOVAL OF EXISTING POST INCLUDED IN PRICE BID FOR ITEM 647.31.
RELOCATE "DO NOT ENTER" SIGN PANEL, SIGN PANEL ASSEMBLY I
REMOVE AND STORE EXISTING PARKING SIGN PANEL
REMOVE AND STORE EXISTING PARKING SIGN PANEL
REMOVE AND STORE EXISTING PARKING SIGN PANEL
REMOVE AND STORE EXISTING PARKING SIGN PANEL
RELOCATE "ONE WAY" SIGN PANEL, SIGN PANEL ASSEMBLY I
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
20
R
emax FT./FT.DN RT
L
T
=
=
=
=
=
Dc
=
CURVE #2
= STA.
= STA.
PC
C 35+97.21
C 40+32.64
1200.00'
435.44'
220.14'
PT
NYS RTE 100 (CENTRAL PARK AVE)
CONCRETE SIDEWALK (TYP.)
ITEM 608.0101
CONCRETE CURB (TYP.)
ITEM 609.0401
FR
OM
TO
FR
OM
TOFR
OM
TO
TO
SIGN (TYP.)
RELOCATE EXISTING
ITEM 647.31
TC
TO REMAIN
EXISTING SIDEWALK
REMOVE SHRUBS
ITEM 203.02
1:6
5-1
DR
C12
C13
3
(SEE NOTE 1)
SIGN WITH POST (TYP.)
RELOCATE EXISTING
ITEM 647.31
HYDRANT
RELOCATE EXISTING
ITEM 663.31
OTHERS)
TO BE RELOCATED (BY
EXISTING UTILITY POLE
FR
OM
TEST PIT
ITEM 206.05
5-2
DR
DROP CURB (TYP.)
CURVE #2
CONCRETE MAINTENCE STRIP
EXPOSED AGGREGATE
ITEM 601.0111001
TREES (TYP.)
REMOVE EXISTING
ITEM 614.060204
15.0'
4.0' 2.0'
15.0'
0 20 40 60 80'20
1" = 40'
GENERAL PLAN GNP-06
MAT
CH LIN
E ST
A.
C 44+00.0
0,
SEE
DW
G.
GNP-06
GRID
NO
RT
H
MAT
CH LIN
E ST
A.
C 48+75.0
0,
SEE
DW
G.
GNP-07
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
XX
X = NUMBER OF PLANTS
= PLANT KEY
NOTES:
WESTCHESTER COUNTY BUS STOP SIGNS SHALL BE FABRICATED AND INSTALLED BY OTHERS.1.
ITEM NO. SIZE COND. REMARKS
B&B611.0161 -
COMMON NAME
UD 1
PLANTING LIST
KEY QTY. BOTANICAL NAME
ULMUS DAVIDIANA VAR. JAPONICA 'ACCOLADE' ELM 2.5" CAL
TM 8.250-194-645 HARTSDALE LLC
LANDS N/F OF
TM 8.250-194-7EIGHT ESTATE REALTY LLC
LANDS N/F OF
TM 8.250-194-8
DISTRICTHARTSDALE FIRE LANDS N/F OF
TM 8.250-194-9CHASE MANHATTAN BANK
LANDS N/F OF
(SEE DETAIL, DWG. MSD-01)
PAVEMENT REMOVAL AREA
ITEM 203.02
21
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gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
C 44+00 C 45+00 C 46+00 C 47+00 C 48+00
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
S
S
W
S
S
E
SUM
P=168.78
RIM ELE
V=176.38
ASPH. PARKING
SUM
P=169.93
RIM ELE
V=178.38
SUM
P 173.12
RIM ELE
V=176.22
RIM ELE
V=176.42
RIM ELE
V=178.66
RIM ELE
V=177.21
ASPH. PARKING
FOUNT
AIN
EARTH
ASPH. PARKING
ASPH. PARKING
ASPH. PARKING
CONC. SWK.SP
175.82RIM ELE
V=
COULD NOT OP
EN
RIM ELE
V=178.94
FILLE
D
W/ DEBRIS
RIM ELE
V=181.80
SUM
P 174.3
2
12" (S
W)=174.42
RIM ELE
V=176.87SUM
P 173.12
RIM ELE
V=176.22
OPENS TO
NW AT SUM
P LE
VEL
SUM
P 174.98
RIM ELE
V=179.28
SUM
P=174.74
RIM ELE
V=180.74
OPENING
TOW
ARD SE AT BOT
TOM
SUM
P 173.06
RIM ELE
V=176.56
48" CM
PAP
PROX.
NYS RTE 100 (CENTRAL PARK AVE)
VALVE BOX ELEVATION
ADJUST EXISTING
ITEM 663.33
SEWER MANHOLE
ALTER EXISTING
ITEM 604.070101
TO BE REMOVEDTWO PARKING SPACES
VALVE BOX ELEVATION
ADJUST EXISTING
ITEM 663.33 NOTE 1)
BUS STOP SIGN (SEE
WESTCHESTER COUNTY
ITEM 645.81
1
1:6
6-2
DR
C14
C15
C16 C17 C18 C19 C20
CONCRETE CURB (TYP.)
ITEM 609.0401
UD
CONCRETE SIDEWALK (TYP.)
ITEM 608.0101
TEST PIT
ITEM 206.05
6-1
DR
6-4
DR
6-5
DR6-6
DR
6-1
R
6-3
DR
DROP CURB (TYP.)6-2
R
TEST PIT
ITEM 206.05
METERS
REMOVE AND STORE PARKING
ITEM 634.06030007
CONCRETE MAINTENCE STRIPEXPOSED AGGREGATEITEM 601.0111001
(BY OTHERS)
TO BE ADJUSTED
GAS VALVE
(BY OTHERS)
TO BE ADJUSTED
GAS VALVES (2)
(BY OTHERS)
TO BE ADJUSTED
GAS VALVES (2)
2.0' 4.0'5.0' 5.0' 2.9'
15.0'15.0'
4.0'
GAS VENT TO REMAIN
0 20 40 60 80'20
1" = 40'
GENERAL PLAN
GRID
NO
RT
H
MAT
CH LIN
E ST
A.
C 48+75.0
0,
SEE
DW
G.
GNP-06
GNP-07
LEGEND
XX
DR
STRUCTURE
STORM DRAINAGE
PROPOSED
XX
R
REMOVALS
STORM DRAINAGE
EXISTING
XX
R
ABANDONEMENT
STORM DRAINAGE
EXISTING
STORM SEWER PIPE
PROPOSED
XX
X = NUMBER OF PLANTS
= PLANT KEY
COMMON NAME ITEM NO. SIZE COND. REMARKS
BN 1 B&B
PLANTING LIST
KEY QTY. BOTANICAL NAME
611.0161 -BETULANIGRA SINGLE STEM RIVER BIRCH 2.5" CAL
TM 8.250-194-10HARTSDALE ONE REALTY LLC
LANDS N/F OF
TM 8.250-195-5CHEN CORPORATION
LANDS N/F OF
TM 8.250-190-20TAYLOR AVENUE PROPERTIES
LANDS N/F OF
TM 8.250-184-21-15 NORTH CENTRAL AVENUE
LANDS N/F OF
(BY OTHERS)
TO BE RELOCATED
EXISTING GUY WIRE
PARKING METERS
REMOVE AND STORE
ITEM 634.06030007
(SEE DETAIL, DW. MSD-01)
CONCRETE REMOVAL AREA
ITEM 203.02
22
R
emax FT./FT.DN RT
L
T
=
=
=
=
=
Dc
=
CURVE #3
= STA.
= STA.
PC
WH 1+70.88
WH 2+21.70
18°11'58.42"
160.00'
35°48'35.50"
50.83'
25.63'
PT
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gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
C 49+00 C 50+00 C 51+00 C 52+00 C 53+00
WH 1+00
WH 2+00
WH 3+00
WH 4+00
WH 1+7
0.88
PC
WH 2+21.70
PT
E
S
E
S
E
S
CONC. SWK.
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
SUM
P 183.98
RIM ELE
V=186.98
SUM
P 181.89
RIM ELE
V=187.49
ASPH. PARKING
SUM
P 180.03
RIM ELE
V=184.33
CNORIM ELE
V=184.67
FILLE
D
W/ DEBRIS
RIM ELE
V=184.57
SUM
P 184.23
RIM ELE
V=186.73
CONC. SWK.CONC. SWK.ASPH. SWK.
ASPH. PARKING
SUM
P 182.77
24" CM
P (S
W)=182.77
18"(NE)=182.87
RIM ELE
V=186.87
NYS
RTE 100A (W
EST
HARTS
DALE
AVE)
NYS RTE 100A (E
AST HARTSDALE AVE)
EN
D SID
EW
AL
K
CO
NST
RUCTIO
N
ST
A.
C 49+89.3
6
NYS RTE 100 (CENTRAL PARK AVE)
CONCRETE CURB (TYP.)
ITEM 609.0401
TO BE REMOVED
ONE PARKING SPACE
50'
BY NYSDOT (PIN 8812.04, SUMMER 2020)
SIGNAL AND RAMP WORK PROPOSED1
BN
C21
SIDEWALK (TYP.)
CONCRETE
ITEM 608.0101
GAS VENT TO REMAIN
DROP CURB (TYP.)
CUR
VE #3
CONCRETE MAINTENCE STRIPEXPOSED AGGREGATEITEM 601.0111001
6.0' 5.0'
18.0'
5.0'
TURF ESTABLISHMENT NOTES:
GENERAL LANDSCAPE ARCHITECTURE PLAN NOTES:
LAN-01
PLANTING PLAN NOTES:
LANDSCAPE DEVELOPMENT NOTES
ALL TREES SHALL BE PLANTED BETWEEN MARCH 15TH TO MAY 15TH OR SEPTEMBER 15TH TO NOVEMBER 30TH.H.
ALL TREES LOCATED NEXT TO SIDEWALK SHALL BE STREET TREE QUALITY.G.
UNDER ITEM 611.18.
CONTRACTOR SHALL REMOVE AT CONSTRUCTION END THE PORTABLE DRIP IRRIGATION SYSTEM, COST FOR REMOVAL SHALL BE PAID FOR
CONTRACTOR SHALL PROVIDE PORTABLE DRIP IRRIGATION SYSTEM FOR ALL TREES GREATER THAN 5' HEIGHT AND/OR 2" CALIPER. F.
FERTILIZER TO COME IN CONTACT WITH PLANT TRUNKS, STEMS OR LEAVES.
PROVIDE FERTILIZER AT A RATE OF 1 LB PER 100 SF OF PLANTING BED OR PLANT PIT AREA. USE TYPE A OR B. DO NOT ALLOW E.
THE NYS STANDARD SHEET 611-01.
NO STAKES SHALL BE PLACED ON ANY TREES. REFER TO "PLANTING NEXT TO PAVEMENT OR CURB" DETAIL SHOWN ON SHEET 1 OF D.
EDGE OF PLANTING BEDS. DO NOT ALLOW MULCH TO CONTACT THE TRUNK OR STEM OF SHRUBS.
713-05 MULCH FOR PLANTING: MULCH FOR PLANTING SHALL BE 3" DEPTH, TYPE A OR B. MULCH LIMITS SHALL EXTEND TO OUTSIDE C.
FOR ALL TREES AND SHRUBS INSTALLED BY THIS PROJECT.
611.19010024 POST PLANTING CARE WITH REPLACEMENT: THE CONTRACTOR SHALL PROVIDE POST-PLANTING CARE WITH REPLACEMENT B.
HOURS PRIOR TO INSTALLATION.
611-3.01 - LOCATION FOR PLANTS AND OUTLINES OF AREAS SHALL BE STAKED IN FIELD AND APPROVED BY THE ENGINEER MIN. 24 A.
FOR SECTION 611 WORK1.
23
SHALL BE PAID FOR UNDER ITEM 611.18.
IRRIGATION SYSTEM, CONTRACTOR SHALL REMOVE AT CONSTRUCTION END, COST FOR REMOVAL
OR PLANT SAUCER AREA PER WATERING. FOR TREES, USE ITEM 611.17 PORTABLE DRIP
TREES AND PLANT PITS. PROVIDE A MINIMUM 1" DEPTH OF WATER OVER THE PLANTING BED
TREES AND SHRUBS SHALL BE WATERED AS SPECIFIED IN 610-3.10 WATERING VEGETATION B, B.
INCH.
CONTRACTOR SHALL WATER ALL TURF AND WILDFLOWERS ONCE A WEEK TO A DEPTH OF 1
IN THE ABSENCE OF 1 INCH OF RAINFALL WITHIN 5 CONSECUTIVE CALENDAR DAYS, THE A.
FOR 610.19 WATERING VEGETATION WORK:3.
MOW AS SPECIFIED IN 610-3.12 MOWING.C.
RESULTS. COST FOR SOIL TEST SHALL BE INCLUDED UNDER ITEM 610.0501.
FERTILIZE WITH 713-03 TYPE A OR C AT A RATE AS DIRECTED BY THE SOIL TESTING B.
THE SEED MIX SHALL MEET THE REQUIREMENTS OF 713-04 TYPE C - LAWN SEED MIX.A.
FOR 610.1602 TURF ESTABLISHMENT2.
THE TOPSOIL SHALL MEET THE REQUIREMENTS OF 713-01 B 1 TOPSOIL - ROADSIDE.A.
FOR SECTION 610.1402 TOPSOIL - ROADSIDE1.
PAVEMENT.
FORM OR EQUIVALENT. DO NOT APPLY DIRECTLY TO PLANTS OR ALLOW TO RESIDE ON
FERTILIZER SHALL BE 610.0501 (TYPE A) AND SHALL BE PROVIDED IN AMMONIUM SULFATE 8.
TYPE TOPSOIL (ITEM 610.1402).
PREMIXED IN THE PROPORTION OF 1 PART OF TYPE D COMPOST WITH 5 PARTS OF ROADSIDE
THE PLANTING SOIL SHALL BE AMENDED WITH APPROVED MANUFACTURED TOPSOIL THOROUGHLY 7.
MATERIAL-CRUSHED STONE) SHALL BE LEFT IN THE PLANT PIT AT THE TIME OF PLANTING.
NO CONSTRUCTION DEBRIS OR ROADWAY MATERIAL (ASPHALT AND/OR SUBBASE 6.
CONTRACTOR TO THE ENGINEER FOR APPROVAL.
ALL RECOMMENDED PLANT SUBSTITUTIONS AND CHANGES SHALL BE IN WRITING BY THE 5.
OVER THE LANDSCAPE FABRIC AT A DEPTH OF 4 INCHES.
610.1201) PLACED OVER THE PLANT PIT AND TYPE A OR B SHREDDED BARK MULCH PLACED
ALL PLANTING PITS SHALL HAVE A PERMEABLE WEED CONTROL LANDSCAPE FABRIC (ITEM 4.
BE PLANTED PRIOR TO ORDERING THE PLANT MATERIAL.
THE CONTRACTOR SHALL CONFIRM WITH THE ENGINEER THE ACTUAL QUANTITY OF PLANTS TO 3.
REQUIRED AS DETERMINED BY THE ENGINEER.
PLANTING WILL BE LOCATED AS SHOWN ON THE GENERAL PLANS UNLESS REVISIONS ARE 2.
REFER TO STANDARD SHEET 611-01 LANDSCAPE PLANTING DETAILS.1.
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walk\cadd\dgn\117-304_cph_lan_01.d
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mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
PROPOSED DRAINAGE STRUCTURES
LOCATION
ELEVATION
INVERT
OUT
INDESCRIPTION OF WORK
NO.
DR.
FROM TO (FT)
ELEV.
T.F.
PROP. TYPE.
STR.
CY CY SF LF EA LF LF EA EA EAFRAME TYPE
PROPOSED 203.0
7 -
SE
LE
CT
FIL
L
603.9
836 - 36"
SIC
PP
206.0
201 -
TR
EN
CH/
CU
LV
ER
T
MA
NH
OL
E
TY
PE 48
604.4
048 -
RO
UN
D
PR
EC
AS
T
604.3
01072 -
TY
PE J/
F2
655.0
705 -
CA
ST
F2/
G2
655.1
122 -
WE
LD
ED
FR
AM
E 22
&
CO
VE
R.
655.1
202 -
MA
NH
OL
E
FR
AM
E
MA
NH
OL
E/
ST
RU
CT
UR
E
604.0
70102 -
AL
TE
R
EXIS
TIN
G
INVERT
PIPEFRAME
GENERAL DRAINAGE NOTES:
552.1
7 -
SHIE
LDIN
G
&
SH
ORIN
G
212.40
212.35
212.25
206.00
206.15
206.10
IN:
OUT:
IN:
OUT:
IN:
OUT:
DRAINAGE TABLES DRT-01
MH
MH
MH
F2
F2
0/S 30.02 LT
C 22+54.55
0/S 36.37 LT
C 22+54.55
0/S 30.02 LT
C 24+50.26
0/S 36.00 LT
C 26+02.20
0/S 45.56 LT
C 43+80.50
0/S 30.95 LT
C 43+80.92
0/S 35.83 LT
C 45+53.53
0/S 40.82 LT
C 45+53.45
0/S 39.22 LT
C 44+84.14
2-2
2-4
2-4
2-6
5-2
EXIST
6-2
217.05
210.15
210.77
206.55
205.90
176.65
177.00
177.58
48
48
Q*
J
Q
201.95
201.90
IN:
OUT:
201.80
201.00
IN:
OUT:
173.58
172.37
IN:
OUT:
174.55
174.52
IN:
OUT:
173.32
173.28
IN:
OUT:
INSTALL OFFSET STRUCTURE AND 3 LF OF 15" SICPP PIPE
INSTALL OFFSET STRUCTURE AND 3 LF OF 15" SICPP PIPE
0/S 35.52 LT
C 24+50.26
O/S 23.81 RT
C 16+94.24232.35 22 U
228.35IN:
OUT: 227.20
REMOVAL DRAINAGE STRUCTURES
LOCATION DESCRIPTION OF WORK
NO.
R.
EXISTING PIPE INVERT
203.0
2 -
UN
CL
AS
SIFIE
D
EX
CA
VA
TIO
N
206.0
201 -
TR
EN
CH
&
CU
LV
ER
T
TOTALS
INLET OUTLET
6-1O/S 38.95 LT
C 44+80.2510 7
6-2 3 31173.08 172.31O/S 37.80 LT
C 44+36.24
EXISTS:
W:E:
NE: 228.35
2301
190
205
199
113
231
234
244
227
242
227
189
216.40 MH/F2 Q*S:
W:E:
NW: 212.40
W:E:
NE: 212.25
S:
W:E:
NW: 206.15
W:
NE: 205.90
S:
W:E:
NW: 201.90
S:
W:E:
E:
NE: 172.46
S:
W:E:
NW: 174.55
S:
W:E:
S:
W:E:
48SE: 212.35
AND CONNECT TO EXISTING STRUCTURE
INSTALL STRUCTURE, 92 LF OF 15" SICPP PIPE,
2-5
EXIST
MH/F2
MH/F2
Q*
SE:
SW:
206.10
206.00 205.90
202.05
IN:
OUT:
0/S 30.02 LT
C 26+02.20
N:
201.95 202.05SE: SW:
SE: 201.80
AND CONNECT TO EXISTING STRUCTURE
INSTALL OFFSET STRUCTURE, 58 LF OF 15" SICPP PIPE,
INSTALL STRUCTURE AND 3 LF OF 15" SICPP PIPE
6-6
6-5
6-4
6-3
6-2
6-1
5-2
5-1
2-6
2-5
2-4
2-3
2-2
2-1
1-1
TOTALS
N:INSTALL 13 LF OF 36" SICPP PIPE
NW: 172.37
SE: 172.30INSTALL STRUCTURE AND CONNECT EXISTING 36" PIPE
EXIST
AND CONNECT TO EXISTING STRUCTURE
INSTALL STRUCTURE, 4 LF OF 12" SICPP PIPE,
N:
AND INSTALL NEW MANHOLE FRAME AND COVER
REMOVE EXISTING FRAME AND GRATE, ADJUST STRUCTURE
6-5 176.23 22 US:
W:E:
NW: 173.10
173.08
173.10
OUT:
IN:INSTALL STRUCTURE AND 3 LF OF 12" SICPP PIPE
5-2 176.78 MH 48S:NE: 173.10
172.46
172.98
OUT:
IN:
179.50 F2 QS:
W:E:
NW: 175.50
175.40
175.50
OUT:
IN:
0/S 32.77 LT
C 44+55.36
0/S 38.38 LT
C 44+55.02
0/S 36.95 LT
C 47+43.44
EXISTN:
SE: SW:173.08 172.98INSTALL STRUCTURE AND 70 LF OF 15" SICPP PIPE
EXISTAND CONNECT TO EXISTING 48" CMP PIPE
INSTALL STRUCTURE, 9 LF OF 15" SICPP PIPE,
AND OFFSET TOP SECTION WITH TYPE F2 FRAME AND GRATE, SEE DETAIL, DWG. DRD-02.
* DRAINAGE STRUCTURES 2-1, 2-3, 2-6 TO BE OFFSET STRUCTURES WITH A TYPE Q BASE SECTION
AND GRATE REVEAL DETAIL ON DWG. DRD-02.
PAVED ROADWAY SHALL HAVE A 1ƒ" REVEAL AS SHOWN ON FRAME
ALL TYPE 11, 16, AND 22 FRAME AND GRATES INSTALLED IN 11.
OTHERWISE NOTED IN THE DRAINAGE TABLES.
ALL DRAINAGE STRUCTURES SHALL HAVE 1 FOOT SUMPS UNLESS 10.
SHALL BE SUBGRADE AS DETERMINED BY THE ENGINEER.
ROADWAY RECONSTRUCTION, THE TOP EXCAVATION PAYMENT LINE
THE PIPE INSTALLATIONS BE DONE CONCURRENTLY WITH THE
DONE PRIOR TO THE ACTUAL ROADWAY RECONSTRUCTION. SHOULD
ASSUMED THAT THE MAJORITY OF PIPE INSTALLATIONS WILL BE
LINE FOR THE EXCAVATION SHALL BE ORIGINAL GROUND AS IT IS
206.0201 - TRENCH AND CULVERT EXCAVATION. THE TOP PAYMENT
TRENCH AND CULVERT EXCAVATION SHALL BE PAID UNDER ITEM 9.
SEWER LINES.
OF GREENBURGH WHEN TRENCHING NEAR WATER AND SANITARY
CONTRACTOR SHALL COORDINATE WITH THE NYSDOT AND THE TOWN
POLES DURING EXCAVATION IN THE VICINITY OF THE POLES. THE
THE UTILITY COMPANY TO HOLD AND SUPPORT THEIR UTILITY
CONSOLIDATED EDISON, INC. WHERE IT WILL BE NECESSARY FOR
CONTRACTOR SHALL COORDINATE TRENCHING OPERATIONS WITH
FACILITIES ENCOUNTERED DURING TRENCHING OPERATIONS. THE
ALSO SUPPORT ANY AND ALL EXISTING AND NEW UTILITIES AND
WILL NOT ONLY PROTECT WORKERS WITHIN THE EXCAVATION, BUT
SHALL BE RESPONSIBLE FOR PROVIDING A SUPPORT SYSTEM THAT
SYSTEM SHALL BE MADE UNDER ITEM 552.17. THE CONTRACTOR
TRENCH EXCAVATIONS DEEPER THAN 5 FT. PAYMENT FOR THE S&S
A SHIELDING AND SHORING SYSTEM (S&S) SHALL BE USED FOR ALL 8.
PRIOR TO THE BEGINNING OF CONSTRUCTION.
CLEARANCES AND LOCATION AT CROSSINGS MUST BE VERIFIED
LOWEST POINT IN THE SYSTEM. RIMS, GRATES, INVERTS
POINT OF CONNECTION TO THE EXISTING UTILITY OR AT THE
CONSTRUCTION OF ALL PROPOSED UTILITIES MUST BEGIN AT THE 7.
FT IN DEPTH.
STEPS ARE REQUIRED FOR ALL DRAINAGE UNITS GREATER THAN 4 6.
INLET/OUTLET LOCATION.
THE CENTER OF THE STRUCTURE OR THE CENTER OF THE
WHEN APPLICABLE. STATION AND OFFSET LOCATIONS ARE GIVEN AT
ARE GIVEN AT THE CENTER OF THE GRATE, AT THE FACE OF CURB,
MUST BE DETERMINED IN THE FIELD. TOP OF FRAME ELEVATIONS
THE DRAINAGE TABLE ARE NOMINAL DIMENSIONS. EXACT DIMENSIONS
DRAINAGE STRUCTURE OFFSETS AND LENGTHS OF PIPE SHOWN IN 5.
ENCOUNTERED OR EXACT QUANTITIES OF WORK TO BE PERFORMED.
OR REPRESENTATION OF ACTUAL FIELD CONDITIONS TO BE
BE DEEMED OR CONSIDERED BY THE CONTRACTOR AS A WARRANTY
ARE ESTIMATED. THESE CONDITIONS AND QUANTITIES ARE NOT TO
CONDITIONS AND QUANTITIES AS SHOWN ON THE DRAINAGE TABLE
THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT 4.
FABRICATING THE STRUCTURE.
EXISTING PIPE OR CULVERT SIZES AND INVERTS BEFORE
CULVERTS, THE CONTRACTOR SHALL FIELD DETERMINE THE
WHERE DRAINAGE STRUCTURES ARE PLACED ON EXISTING PIPE OR 3.
FRAME ELEVATIONS.
STAKEOUT, ITEM 625.01. THIS INCLUDES SETTING PROPOSED TOP OF
THE PROPOSED DRAINAGE SHALL BE LOCATED UNDER SURVEY AND 2.
SHALL BE ALLOWED ALONG DRAINAGE FLOW LINES.
CAPACITY AT ALL TIMES DURING CONSTRUCTION. NO STOCKPILING
CONTRACTOR IS REQUIRED TO MAINTAIN EXISTING DRAINAGE 1.
INSTALL 7 LF OF 12" SICPP PIPE AND CONNECT TO EXISTING PIPE
603.9
812 - 12"
SIC
PP
LF
603.9
815 - 15"
SIC
PP
LF
381
14
32
10
2
9
12
10
33
15
79
15
96
15
39
623
21
60
14
3
12
16
20
58
23
124
23
157
23
69
14
3
7
4
578
9
70
58
3
148
3
192
3
92
13
13
1
1
604.3
01772 -
TY
PE
Q/
F2
LF
604.3
02122 -
TY
PE
U/22
LF LF
ST
UR
CT
UR
E
604.5
00101 -
SP
ECIA
L
DR
AIN
AG
E
5.4
5.4
INSTALL STRUCTURE AND 148 LF OF 15" SICPP PIPE
INSTALL STRUCTURE AND 192 LF OF 15" SICPP PIPE
15.1
5.1
5.0
5.0
22.5
4.9
5.7
6.0
5.9
6
1
1
1
1
1
1
REMOVE 70 LF OF 12" PIPE
REMOVE EXISTING STRUCTURE
203.0
3 -
EM
BA
NK
ME
NT
10 3110
24
8.5
5.0
3.5
9.9
4.2
5.7
2
1
1
8
1
1
1
1
1
1
1
1
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N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_drt_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
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12"
DRAINAGE STRUCTURES
INSTALLATION OF PROPOSED
NOTE:
NOTE:
NOTE:
NOTES:
NOTES:
(NOT TO SCALE)(WHERE APPLICABLE) WILL BE TO PROPOSED SUBGRADE.
BOTH PAYMENT LINES FOR EXCAVATION AND BACKFILL
IS DONE CONCURRENTLY WITH ROADWAY RECONSTRUCTION,
PRIOR TO ROADWAY RECONSTRUCTION. IF PIPE INSTALLATION
IT IS ASSUMED THAT ALL PIPE INSTALLATIONS WILL BE DONE
PROPOSED SUBGRADE.
LINES FOR EXCAVATION AND BACKFILL (WHERE APPLICABLE) WILL BE TO
DONE CONCURRENTLY WITH ROADWAY RECONSTRUCTION, BOTH PAYMENT
PRIOR TO ROADWAY RECONSTRUCTION. IF STRUCTURE INSTALLATION IS
IT IS ASSUMED THAT ALL STRUCTURE INSTALLATIONS WILL BE DONE
REMOVAL OF EXISTING PIPES
(NOT TO SCALE)
DRAINAGE PIPE INSTALLATION
(NOT TO SCALE)
CONNECT TO EXISTING CATCH BASIN DETAIL
(NOT TO SCALE)
2" BATTER ONLY REQUIRED ON HDPE PIPE ITEMS. 2.
THE VARIOUS PIPE ITEMS.
MANHOLES SHALL BE INCLUDED IN THE PRICE BID FOR
ALL WORK NECESSARY FOR CONNECTIONS TO EXISTING 1.
DRAINAGE STRUCTURES
REMOVAL OF EXISTING
(NOT TO SCALE)
ITEM 203.07
IT
EM 552.1
7
WH
EN
RE
QUIR
ED
PA
YM
EN
T
LIN
E
FO
R
2'-0" 2'-0"
(TYP.)
12"PIPE
PIPE
SEE STANDARD SHEET
TRENCH WIDTH VARIES
WITH ITEM 204.01
ENTIRE TRENCH
AREAS, BACKFILL
2' IN PAVEMENT
IF LESS THAN
VE
RTIC
AL
BASE SLAB
EXISTING CONCRETE
6" (MIN.)
2"
TRENCH WIDTH VARIES
1'
1'
ORIGINAL GROUND
STRUCTURE
DRAINAGE
PROPOSED
(SEE NOTE)
ORIGINAL GROUND
GROUND SURFACE
EXISTING PIPE
OR 204.01
ITEM 203.07
PAYMENT LINES
IN SIDEWALL
NEAT OPENING
CEMENT GROUT
NON-SHRINK
STORM DRAIN
IN OR OUT
ORIGINAL GROUND
AS REQUIRED
REMOVE PIPE
OF MANHOLE
INSIDE FACE
BASE SLAB
TOP OF
TO OWNER. NO SEPARATE PAYMENT
RETURN EXISTING FRAME & GRATE
WORK LIMITS - ITEM 206.0201
PER SPEC.)
INCLUDED
(BACKFILL MATERIAL
ITEM 206.0201
PAYMENT LINES,
(SEE NOTE)
ITEM 206.0201
PAYMENT LINES
GREATER THAN 5.0 FT
EXCAVATION DEPTH IS
USE ITEM 552.17 WHERE
(SEE NOTE 2)
FULL DEPTH SAWCUT
ITEM 627.50140008
ITEM 203.03
PAYMENT LINES,
AND 203.03 (SEE NOTE)
PAYMENT LINES - ITEMS 203.02
BEFORE INSTALLING ASPHALT.
SHALL BE SAWCUT AT THE CONTRACTOR'S EXPENSE
ASPHALT BEING INSTALLED. ANY BROKEN EDGES
TRENCHES SHALL HAVE CLEAN EDGES PRIOR TO
CONTRACTOR SHALL SAWCUT ALL TRENCHES. ALL 2.
PIPE INSTALLATION.
FOR EXCAVATION SHALL BE PAID ONLY FOR NEW
EXCAVATION LIMITS FOR PIPE REMOVALS, PAYMENT
INSTALLATION OF A NEW PIPE OVERLAPS THE
IF THE EXCAVATION LIMITS FOR THE 1.
INSTALLATION.
SHALL BE PAID ONLY FOR NEW STRUCTURE
FOR STRUCTURE REMOVAL, PAYMENT FOR EXCAVATION
A NEW STRUCTURE OVERLAPS THE EXCAVATION LIMITS
IF THE EXCAVATION LIMITS FOR THE INSTALLATION OF 1.
DRAINAGE DETAIL DRD-01
25
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Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_drd_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
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RAISING FRAME
8" (MIN.)
LOWERING FRAME
n45
FRAME & MANHOLE COVER
RAISE & REUSE EXISTING
FINISHED GRADE
AND COVER
EXISTING FRAME
FINISHED GRADE
EXISTING STRUCTURE
LIMIT FOR REMOVAL OF
MORTAR FOR CONCRETE MASONRY
CLASS "A" CONCRETE
THE REQUIREMENTS OF
RINGS OR MATERIAL MEETING
PRECAST CONCRETE ADJUSTMENT
MAX. (PRECAST RINGS ONLY)
MASONRY 0.5" MIN., 2"
MORTAR FOR CONCRETE
& MANHOLE COVER
REUSE EXISTING FRAME
CONCRETE MASONRY
MORTAR FOR
OF CLASS "A" CONCRETE
THE REQUIREMENTS
MATERIAL MEETING
ADJUSTMENT RING OR
PRECAST CONCRETE
FRAME AND GRATE REVEAL
PROFILE
CROSS SLOPE AND
3" ADJUSTMENT FOR
GRATE
FRAME
TOP COURSE 1ƒ"
SU
BB
AS
EP
RO
PO
SE
D
PA
VE
ME
NT
DRAINAGE STRUCTURE
NOT TO SCALE
GRATES PLACED IN THE PAVED ROADWAY
FOR ALL TYPE 11, 16, AND 22 FRAME AND
ALTERING DRAINAGE STRUCTURE, LEACHING BASIN AND MANHOLE NOTES
DRAINAGE DETAIL DRD-02
AND BE PAID UNDER, APPROPRIATE STRUCTURE ITEM NUMBER.
THE ENGINEER. REPLACEMENT, IF APPROVED, SHALL BE MADE USING A PRECAST CONCRETE RISER UNIT AND SHALL CONFORM TO,
IF THE MANHOLE IS SEVERELY DETERIORATED, THE ENTIRE CONICAL SECTION MAY REQUIRE REPLACEMENT ONLY AS APPROVED BY
CASE 3:
WHEN SOUND EXISTING CONCRETE IS ENCOUNTERED, 12", #4 BARS AT 12" CENTERS SHALL BE DRILLED AND GROUTED.B.
PAYMENT SHALL BE BY THE RESPECTIVE CONTRACT ITEM FOR CB; DI; OR MH AND ITEM FOR ADJUSTMENT WILL NOT BE PAID.A.
WHEN THE DEPTH OF THE ALTER IS MORE THAN 33", THE FOLLOWING SHALL APPLY:
ITEM DOES NOT REQUIRE THE STRUCTURE TO BE LINED.
REQUIRE ELEVATION ADJUSTMENT 12" TO 33", EITHER HIGHER OR LOWER FROM THE EXISTING TOP OF FRAME ELEVATION. THIS
THIS IS AS SPECIFIED IN THE DRAINAGE TABLE OR SPECIFIED BY THE ENGINEER, WHERE EXISTING DRAINAGE STRUCTURE FRAMES
CASE 2:
TOP OF FRAME ELEVATION.
UTILITY MANHOLE FRAMES) THAT REQUIRE ELEVATION ADJUSTMENT 12" OR LESS, EITHER HIGHER OR LOWER, FROM THE EXISTING
THIS IS FOR LOCATIONS SPECIFIED, WHERE THE EXISTING MANHOLE FRAMES (OR AS SPECIFIED BY THE ENGINEER FOR OTHER
CASE 1:
ALL EXISTING MORTAR AND MASONRY ADJUSTMENTS SHALL BE REMOVED PRIOR TO INSTALLING CONCRETE ADJUSTMENT RINGS.5.
SEE TABLE, DWG. DTR-01, FOR DESCRIPTIONS.4.
STRUCTURE.
THE ALTERATION OF THE EXISTING STRUCTURES SHALL BE INCLUDED IN THE APPROPRIATE ALTERATION ITEM FOR EACH
PAYMENT FOR EXCAVATION, PARTIAL STRUCTURE EXCAVATION, CONCRETE GROUT, AND UNCOATED REINFORCING BARS REQUIRED FOR 3.
NYSDOT STANDARD SPECIFICATION 721.03.
CONCRETE SURFACES THAT WILL BE IN CONTACT WITH NEW CONCRETE SHALL BE COATED WITH EPOXY POLYSULFIDE GROUT PER
DRILL AND GROUT #4 BAR DOWELS 12" C.C., WITH 6" MIN. EMBEDMENT INTO OLD SURFACES AND NEW CONCRETE. ALL EXISTING 2.
ALL CAST-IN-PLACE CONCRETE SHALL BE CLASS "A".1.
ALL REQUIRED WORK AND MATERIALS SHALL CONFORM TO SECTION 604 OF THE STANDARD SPECIFICATIONS AND AS MODIFIED BELOW.
FABRIC REINFORCEMENT
6x6 W4xW4
AND GRATE
TYPE F2 FRAME AND COVER
MANHOLE FRAME
(BEYOND)
PRECAST JOINT
BAR (TYP.)
#6 EDGE
FABRIC REINFORCEMENT
6x6 W6xW6
2-#5 BARS@ 12"
#5 BARS
6" MIN.
@ 12"
#5 BARS
3-#6 BARS5-#5 BARS
(TYP.)2" COVER
NOT TO SCALE
ITEM 604.500101
OFFSET DRAINAGE STRUCTURE
2'-8"
2'-10"
2'-•
"
8"
8" 2'-10"
1'-0"
4'-2"
3'-8"
WATER MAIN
LOCATION OF
APPROXIMATE
NOTES:
SECTION WITH OFFSET TOP SECTION,
OFFSET DRAINAGE STRUCTURES TO BE TYPE Q BASE 2.
WATER MAIN PRIOR FABRICATING STRUCTURE.
CONTRACTOR SHALL FIELD VERIFY DEPTH AND OFFSET OF 1.
OF SECTION 706-04.
THE REQUIREMENTS
UNITS SHALL CONFORM TO
JOINT SEALING IN PRECAST
26
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Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_drd_02.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
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TRAFFIC SIGNAL NOTES TSN-01
GENERAL:
TRAFFIC SIGNAL NOTES
SCHEDULE RESTRICTIONS AND REQUIREMENTS FOR TRAFFIC SIGNALS:
MAINTAINING TRAFFIC SIGNAL EQUIPMENT:
UTILITIES:
SURVEY AND STAKEOUT FOR TRAFFIC SIGNALS:
TEST HOLES:
FOUNDATIONS:
OPERATIONS.
AND STAKEOUT BY THE CONTRACTOR SHALL BE INCLUDED IN THE PRICE BID FOR ITEM 625.01, SURVEY
REQUIRED PRIOR TO THE START OF ANY CONSTRUCTION AT A SIGNAL SITE. THE COST OF SURVEY
ENGINEER'S APPROVAL OF THE LOCATION OF PROPOSED SIGNAL EQUIPMENT AND UTILITY FACILITIES IS
NECESSARY. ALL SURVEY NOTES FOR EACH LOCATION SHALL BE SUBMITTED TO THE ENGINEER. THE
THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN OR RESET STAKES AND/OR MARK OUTS, AS
UTILITY COMPANIES SO THAT THE UTILITY COMPANIES CAN PROPERLY LOCATE THEIR NEW FACILITIES.
THE ENGINEER. THE CONTRACTOR SHALL COORDINATE THE SURVEY AND STAKEOUT WITH AFFECTED
SIGNAL AND PEDESTRIAN POLES, PULL BOXES, CONDUITS AND ANY OTHER FEATURES AS DIRECTED BY
EXISTING AND PROPOSED RIGHT-OF-WAY LINES, MARK OUT UTILITIES, AND LAY OUT ALL PROPOSED
OF THE CONTRACT. AS PART OF THIS WORK, THE CONTRACTOR SHALL, AT A MINIMUM, STAKE OUT
AND STAKEOUT TASKS FOR EACH TRAFFIC SIGNAL WITHIN THIRTY (30) CALENDAR DAYS OF THE AWARD
UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL COMPLETE SURVEY 1.
INCLUDED IN THE PRICE BID FOR ITEM 680.5001, POLE EXCAVATION AND CONCRETE FOUNDATION.
STANDARD SPECIFICATIONS, THE COST OF EXCAVATING AND BACKFILLING TEST HOLES SHALL BE
CONSULTATION WITH THE TRAFFIC SIGNAL DESIGNER. IN ACCORDANCE WITH SECTION 680-5.04 OF THE
CONTRACT PLANS DUE TO UTILITY CONFLICTS, ETC. SHALL BE APPROVED BY THE ENGINEER, AFTER
BY THE ENGINEER. POLE LOCATIONS THAT DIFFER SIGNIFICANTLY FROM THOSE SHOWN IN THE
CONTRACTOR SHALL PROPERLY BACKFILL THE TEST HOLE AND MOVE TO A NEW LOCATION AS DIRECTED
POLE, AND SHALL BE DUG PRIOR TO ORDERING ANY POLES. IF OBSTRUCTIONS ARE ENCOUNTERED THE
POLE. THESE TEST HOLES SHALL BE DUG TO CONFIRM THE FINAL FOUNDATION LOCATION FOR EACH
SHALL DIG ONE OR MORE TEST HOLES AT THE LOCATION OF EACH PROPOSED SIGNAL OR PEDESTRIAN
POLE PLACEMENT AND AFTER LOCATING ALL EXISTING UNDERGROUND FACILITIES, THE CONTRACTOR
AS SPECIFIED IN SECTION 680-3.05 OF THE STANDARD SPECIFICATIONS, PRIOR TO EXCAVATING FOR 1.
AND GUARANTEES, OF THE STANDARD SPECIFICATIONS.
GUARANTEE PERIOD FOR THIS ITEM IS COVERED UNDER SECTION 105-18, MANUFACTURER WARRANTIES
CORRECTION OF DEFECTS IN MATERIAL OR WORKMANSHIP PROVIDED BY THE CONTRACTOR. THE
MAINTENANCE BY THE STATE SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR THE
NEW SIGNAL AND END WHEN THE NEW SIGNAL IS ACCEPTED BY THE STATE. ASSUMPTION OF
NO EXISTING TRAFFIC SIGNAL, MAINTENANCE WILL BEGIN AT THE TURN-ON DATE AND TIME OF THE
DATE AND TIME THAT THE SIGNAL WORK IS ACCEPTED BY THE STATE. IN THE CASE WHERE THERE IS
PROPOSED FROM THE DATE AND TIME THAT THE ACTUAL WORK BEGINS AT THE SIGNAL UNTIL THE
THE CONTRACTOR SHALL MAINTAIN EACH EXISTING TRAFFIC SIGNAL WHERE CONTRACT WORK IS 1.
REGIONAL TRAFFIC ENGINEER TO COORDINATE THESE OPERATIONS.
SIGNAL SYSTEM IS PLACED INTO OPERATION. THE CONTRACTOR SHALL WORK WITH THE E.I.C. AND THE
TURNING LANES, CHANNELIZATION, PAVEMENT MARKINGS, ETC., SHALL BE IN PLACE BEFORE THE NEW
ALL INTERSECTION IMPROVEMENTS SHOWN ON THE PLANS, INCLUDING LANE DESIGNATION SIGNS, 9.
INSTALL SIGNS ON ALL LEGS OF AN INTERSECTION PRIOR TO WORKING AT THAT INTERSECTION.
CONTROL DEVICES (MUTCD) AND ANY PROVISIONS CONTAINED IN THE PLANS. THE CONTRACTOR SHALL
TRAFFIC CONTROL - OF THE NYSDOT STANDARD SPECIFICATIONS, THE MANUAL ON UNIFORM TRAFFIC
WORK ZONE TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 619 - WORK ZONE 8.
PERFORMED. THE SIGNAL HEADS SHALL BE REBAGGED SHOULD THE INSPECTION FAIL.
TO SAFELY MAINTAIN TRAFFIC THROUGH THE INTERSECTION WHILE THE INSPECTION IS BEING
ACCEPTED. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND TRAFFIC CONTROL DEVICES
THE INSPECTION, AND WILL MAKE THE NECESSARY CORRECTIONS BEFORE THE INTERSECTION WILL BE
FOR INSPECTION PURPOSES. THE CONTRACTOR SHALL BE NOTIFIED OF ANY DEFECTS FOUND DURING
CONTRACTOR SHALL UNBAG THE NEW SIGNAL HEADS AND SHALL PROVIDE ACCESS TO ALL PULLBOXES
WILL PERFORM AN INSPECTION OF THE SIGNAL SYSTEM. AT THE TIME OF THE INSPECTION, THE
UPON COMPLETION OF WORK AT AN INTERSECTION, NYSDOT TRAFFIC SIGNAL MAINTENANCE PERSONNEL 7.
BY THE TABLE OF OPERATIONS FOR 30 DAYS BEFORE SEEKING FINAL ACCEPTANCE.
ENERGIZED. THE CONTRACTOR SHALL MAINTAIN EACH SIGNAL IN CONTINUOUS OPERATION AS SPECIFIED
BE INSTALLED), INSPECTED BY NYSDOT SIGNAL MAINTENANCE FORCES BEFORE THE SIGNAL IS
THE CONTRACTOR SHALL HAVE ALL CONVENTIONAL, N.E.M.A. OR INTERSECTION FLASHER EQUIPMENT (TO 6.
TO THE FAILURE AND/OR REPLACEMENT OF MALFUNCTIONING NYSDOT SUPPLIED EQUIPMENT.
SIGNAL PERSONNEL, LOCAL UTILITY COMPANY REPRESENTATIVES OR THE AREA UNDERWRITER OR DUE
THE CONTRACTOR OR RETURN TRIPS TO A SIGNAL BY THE CONTRACTOR DUE TO ACTIVITIES OF NYSDOT
UNDERWRITER. THIS SHALL INCLUDE BUT NOT NECESSARILY BE LIMITED TO DELAYS EXPERIENCED BY
SIGNAL ENGINEER OR HIS/HER REPRESENTATIVES, LOCAL UTILITY COMPANIES OR THE AREA
THERE SHALL BE NO EXTRA PAYMENT TO THE CONTRACTOR FOR COORDINATION WITH THE REGION 8 5.
COVERS.
ALL ANCHOR BASES FOR TRAFFIC SIGNAL PEDESTRIAN POLES SHALL BE EQUIPPED WITH ANCHOR BOLT 7.
SIGNAL HEADS ARE INSTALLED.
OF 7 DAYS BEFORE THE SIGNAL POLE IS ERECTED, AND FOR A MINIMUM OF 14 DAYS BEFORE THE
FOR NEW SIGNAL POLE INSTALLATIONS, THE CONCRETE POLE FOUNDATION SHALL CURE FOR A MINIMUM 6.
ENGINEER.
CHANGES TO THE MINIMUM FOUNDATION EMBEDMENT SHALL BE APPROVED OR DIRECTED BY THE
FOUNDATION CONCRETE SHALL BE POURED IN DIRECT CONTACT WITH THE ROCK EXCAVATION. ALL
LENGTH, WHICHEVER IS GREATER. EXCAVATION INTO ROCK SHALL BE NEAT WITH VERTICAL SIDES, AND
OR THE MINIMUM DEPTH NECESSARY TO ACCOMMODATE THE MANUFACTURER'S MINIMUM ANCHOR BOLT
THAT THE FOUNDATION PENETRATES ROCK A MINIMUM OF ONE FOOTING WIDTH/DIAMETER PLUS 2 FEET
FOUNDATION EMBEDMENT MAY BE DECREASED FROM THAT SHOWN ON STANDARD SHEET 680-01 SUCH
WIDTH/DIAMETER ABOVE THE PROPOSED BOTTOM OF A SIGNAL POLE FOUNDATION, THE MINIMUM
OTHERWISE SPECIFIED IN THE CONTRACT PLANS, IF ROCK IS ENCOUNTERED MORE THAN ONE FOOTING
INSTALLED TO THE MINIMUM FOUNDATION EMBEDMENT SHOWN ON STANDARD SHEET 680-01. UNLESS
SIGNAL POLE FOUNDATION (AS SPECIFIED ON STANDARD SHEET 680-01), THE FOUNDATION SHALL BE
IF ROCK IS ENCOUNTERED WITHIN ONE FOOTING WIDTH/DIAMETER OF THE PROPOSED BOTTOM OF A 5.
SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
CONSTRUCTION SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS SIGNAL ITEMS. NO
THE COST OF DEWATERING, PUMPING, BAILING OR DRAINING GROUNDWATER ENCOUNTERED DURING 4.
INCLUDED IN THE PRICE BID FOR ITEM 680.5001, POLE EXCAVATION AND CONCRETE FOUNDATION.
SECTION 107-05 F OF THE STANDARD SPECIFICATIONS. THE COST OF SUCH PROTECTION SHALL BE
OF THE WORK DAY, THE CONTRACTOR SHALL PROVIDE PROTECTION MEETING THE REQUIREMENTS OF
HOLES LEFT OPEN OVERNIGHT. HOWEVER, IF AN EXCAVATION NEEDS TO BE LEFT OPEN AT THE END
FOUNDATION EXCAVATIONS ARE TO BE FILLED WITH CONCRETE THE DAY THEY ARE DUG TO AVOID 3.
APPROPRIATELY SIZED AUGER.
FOUNDATIONS FOR TRAFFIC SIGNAL AND PEDESTRIAN SIGNAL POLES SHALL BE EXCAVATED USING AN
UNLESS OTHERWISE SPECIFIED IN THE PLANS AND/OR PROPOSAL OR APPROVED BY THE ENGINEER, 2.
SHALL BE MADE FOR THIS WORK.
AND/OR TRAFFIC SIGNAL POLES AS REQUIRED WHEN EXCAVATING NEAR THEM. NO SEPARATE PAYMENT
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TEMPORARY SUPPORT OF EXISTING UTILITY POLES 1.
27
WORK. ALL COSTS SHALL BE INCLUDED IN THE VARIOUS SIGNAL ITEMS.
THE EXISTING SIGNAL WITH THE SIGNAL ENGINEER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS
EXISTING TRAFFIC SIGNAL. THE CONTRACTOR SHALL COORDINATE ANY ANTICIPATED DISRUPTIONS TO
SEVEN (7) CALENDAR DAYS PRIOR TO PERFORMING ANY WORK WHICH AFFECTS THE OPERATION OF AN
THE CONTRACTOR SHALL NOTIFY THE REGION 8 SIGNAL ENGINEER AT (845) 437-5143 A MINIMUM OF 4.
VARIOUS SIGNAL ITEMS.
FOR WORK NECESSARY TO SATISFY THE ABOVE CONDITIONS. ALL COSTS SHALL BE INCLUDED IN THE
NO SEPARATE PAYMENT WILL BE MADE FOR DEVELOPING THE WRITTEN SCHEDULE AND BAR CHART, OR 3.
THE SCHEDULE SHALL BE DEVELOPED IN ACCORDANCE WITH THE FOLLOWING:
OPERATION OF THE EXISTING TRAFFIC SIGNAL. UNLESS OTHERWISE SHOWN OR NOTED IN THE PLANS,
CONSTRUCTION WORK AT A NEW SIGNAL OR BEGINNING ANY WORK THAT WILL INTERFERE WITH THE
CHART TO THE ENGINEER A MINIMUM OF THIRTY (30) CALENDAR DAYS IN ADVANCE OF BEGINNING
FOR EACH SIGNAL IN THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A WRITTEN SCHEDULE AND BAR 2.
EQUIPMENT AND/OR MATERIALS IS SECURED IN WRITING.
ORDER EQUIPMENT AND/OR MATERIALS UNTIL NYSDOT ACCEPTANCE OF THE PROPOSED SHOP DRAWINGS,
EQUIPMENT AND MATERIALS PROPOSED FOR INSTALLATION. THE CONTRACTOR IS CAUTIONED NOT TO
DETAILED SPECIFICATIONS, CATALOG CUTS, INSTRUCTION SHEETS AND/OR SHOP DRAWINGS FOR
SUBMIT TO THE ENGINEER WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING AWARD OF THE CONTRACT:
IN ACCORDANCE WITH SECTION 680-3.01 OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL 1.
TS2-2003 AS AMENDED.
BE INSTALLED, SUCH EQUIPMENT SHALL MEET ALL REQUIREMENTS OF N.E.M.A. SPECIFICATION
WHERE NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SPECIFICATION EQUIPMENT IS TO 5.
IN THE CONTRACT PLANS.
STANDARD SHEETS 680-01 THRU 680-17 INCLUSIVE, AS APPLICABLE, EXCEPT AS MODIFIED BELOW OR
ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE 4.
EXISTING OR PROPOSED RIGHT-OF-WAY LINES.
FOUNDATIONS, PULL BOXES AND CONDUITS SHALL BE A MINIMUM OF 6 INCHES (150 mm) INSIDE
UNLESS OTHERWISE SHOWN IN THE PLANS OR APPROVED BY THE ENGINEER, EXCAVATIONS FOR 3.
MYLAR REPRODUCIBLE PRINT OF EACH EQUIPMENT CABINET WIRING DIAGRAM.
MAKE/MODEL/TYPE OF SIGNAL EQUIPMENT FURNISHED AND INSTALLED BY THE CONTRACTOR, AND ONE
THE CONTRACTOR SHALL PROVIDE ONE COMPLETE MAINTENANCE AND OPERATIONS MANUAL FOR EACH 2.
LABOR LAW, SECTION 202-H. HIGH-VOLTAGE PROXIMITY).
THE CONTRACTOR SHALL COMPLY WITH THE HIGH VOLTAGE PROXIMITY ACT (CODE RULE 57 AND/OR 1.
FOR ITEM 619.01.
DETECTORS). THE COST OF SUCH TEMPORARY DETECTION SHALL BE INCLUDED IN THE PRICE BID
NECESSARY, THE CONTRACTOR SHALL INSTALL TEMPORARY DETECTION (E.G., MICROWAVE
THE LENGTH OF TIME THAT A VEHICLE DETECTOR IS NOT OPERATIONAL SHALL BE MINIMIZED. IF D.
COORDINATED WITH THE REMAINDER OF THE SYSTEM.
REMAIN ACTUATED, AND AN EXISTING SIGNAL OPERATING WITHIN A SIGNAL SYSTEM SHALL REMAIN
TO THE MAXIMUM EXTENT PRACTICAL, TRAFFIC-ACTUATED PHASES FOR AN EXISTING SIGNAL SHALL C.
EQUIPMENT NECESSARY TO MAINTAIN THE OPERATION OF THE EXISTING TRAFFIC SIGNAL.
BY COMPLETING WORK THAT WILL NOT DISRUPT THE SIGNAL PRIOR TO DISCONNECTING ANY
THE NUMBER AND DURATION OF SHUT DOWN PERIODS TO AN EXISTING SIGNAL SHALL BE LIMITED B.
WHEN THE EXISTING TRAFFIC SIGNAL IS NOT IN OPERATION.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC CONTROL DURING PERIODS
MODIFICATION AND INSTALLATION, AS APPROVED OR DIRECTED BY THE ENGINEER. THE
REASONABLE SHUT DOWN PERIODS TO AN EXISTING SIGNAL WILL BE ALLOWED FOR SIGNAL A.
NOTIFY THE ENGINEER AND SEEK ALTERNATE LOCATIONS FROM THE DESIGNER.
POLES FROM THEIR ORIGINAL LOCATIONS AS SHOWN ON THE CONTRACT PLANS, THE CONTRACTOR SHALL
WHERE UNFORESEEN UNDERGROUND UTILITIES MAKE IT NECESSARY TO RELOCATE PEDESTRIAN SIGNAL 5.
CONNECTIONS SHALL BE MADE BY THE APPROPRIATE UTILITY COMPANY.
UNDER NO CONDITION SHALL THE CONTRACTOR MAKE THE SERVICE CONNECTION; ALL SERVICE 4.
THE STATE.
UTILITY CABLES OBSTRUCT THE VISIBILITY OF TRAFFIC SIGNAL FACES SHALL NOT BE ACCEPTED BY
THE SIGNAL SYSTEM. ANY SIGNAL WHERE UTILITY CABLE CLEARANCES VIOLATE THE NEC OR WHERE
INCLUDE TEMPORARILY SUPPORTING SPAN WIRES TO ENABLE THE UTILITY COMPANY TO MOVE ABOVE
EQUIPMENT AND/OR TO ELIMINATE VISUAL OBSTRUCTIONS TO TRAFFIC SIGNAL FACES. THIS MAY
THE RELOCATION OF UTILITY CABLES TO PROVIDE ADEQUATE CLEARANCES FROM TRAFFIC SIGNAL
THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OPERATIONS WITH UTILITY COMPANIES TO ENABLE 3.
SHALL NOT VISUALLY OBSTRUCT ANY PORTION OF ANY SIGNAL FACE ON ANY INTERSECTION APPROACH.
WITH THE MINIMUM SPECIFIED IN THE NATIONAL ELECTRIC CODE (NEC). IN ADDITION, UTILITY CABLES
UTILITY CABLE CLEARANCES FROM TRAFFIC SIGNAL SYSTEM COMPONENTS SHALL BE IN COMPLIANCE 2.
UTILITIES VERIFIED PRIOR TO BEGINNING CONSTRUCTION.
ON THE PLANS FOR LOCATIONS OF EXISTING UTILITIES BUT SHALL HAVE LOCATIONS OF ALL
VICINITY OF THE EXISTING AND/OR PROPOSED SIGNALS. THE CONTRACTOR SHALL NOT RELY SOLELY
THE CONTRACTOR IS ADVISED THAT UNDERGROUND AND/OR OVERHEAD UTILITIES EXIST IN THE 1.
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TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
ON:
ALTERED BY:
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PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
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PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
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ON: 8/12/2019
PULL BOXES AND CONDUITS:
CABINETS:
GROUNDING:
WIRING:
POLES:
SALVAGE OF EXISTING TRAFFIC SIGNAL EQUIPMENT:
TRAFFIC SIGNAL HEADS:
TRAFFIC SIGNAL NOTES TSN-02
THE NUMBER OF CONDUITS NEEDED.
OR MORE CONDUITS SHALL BE USED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE
WHERE ONE CONDUIT IS TOO SMALL TO PERMIT THE PASSAGE OF THE REQUIRED SIGNAL WIRING, TWO 5.
ONLY THREADED COUPLINGS OR SPLIT COUPLINGS SHALL BE PERMITTED TO JOIN STEEL CONDUITS.4.
SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS CABLE ITEMS.
BE MADE FOR REMOVING AND REINSTALLING EXISTING SIGNAL CABLES; PAYMENT FOR THIS WORK
REDUCERS, SHALL BE MADE UNDER THE APPROPRIATE CONDUIT ITEM(S). NO SEPARATE PAYMENT WILL
EXCAVATION ITEM. PAYMENT FOR NEW CONDUIT INSTALLATION, INCLUDING REQUIRED FITTINGS AND
RESTORATION TO INSTALL NEW CONDUIT SHALL BE MADE UNDER THE APPROPRIATE CONDUIT
THE DAMAGED SECTION(S) OF CONDUIT. PAYMENT FOR EXCAVATION, BACKFILL AND SURFACE
IF AN EXISTING CONDUIT IS FOUND TO BE DEFECTIVE, THE CONTRACTOR SHALL LOCATE AND REPLACE 3.
INCLUDED IN THE PRICE BID FOR THE PULL BOX ITEM(S).
THE COST OF MODIFYING EXISTING CONDUIT(S) TO ACCEPT NEW OR RELOCATED PULL BOXES SHALL BE 2.
INCLUDED IN THE PRICE BID FOR THE CONDUIT ITEM(S).
THE COST OF MODIFYING EXISTING PULL BOXES TO ACCEPT NEW OR RELOCATED CONDUIT SHALL BE 1.
MAINTENANCE FORCES.
OPERATION. WHERE STATE MICROCOMPUTERS ARE TO BE USED, THIS WILL BE DONE BY STATE
COMPONENT PARTS BY SERIAL NUMBER, THE DATE OF INSTALLATION, AND DATE OF OFFICIAL
A CARD SHALL BE PLACED ON THE INSIDE DOOR OF EACH CONTROLLER CABINET LISTING ALL THE 1.
UNACCEPTABLE.
THE POLE FROM THE HANDHOLE. GROUNDING TERMINALS LOCATED ADJACENT TO THE HANDHOLE ARE
ALL POLES SHALL BE EQUIPPED WITH A GROUNDING TERMINAL LOCATED ON THE OPPOSITE SIDE OF 6.
EACH PHASE SHALL HAVE ITS OWN GROUND WIRE.5.
SURFACE.
SHALL CONTAIN A PLASTIC INNER FACE AND A MECHANICAL SCREW CONNECTOR LUG ON ITS OUTER
AN INSULATING GROUNDING BUSHING. THE GROUNDING BUSHINGS PROVIDED NEED NOT BE SEALED BUT
SHEET 680-04, THE ENDS OF CONDUITS WITHIN POLE BASES AND PULL BOXES SHALL BE FITTED WITH
UNDER THE PROVISIONS OF SECTION 680-3.13 OF THE STANDARD SPECIFICATIONS AND STANDARD 4.
GROUNDED IN ACCORDANCE WITH THE GROUNDING REQUIREMENTS.
SHOULD EXISTING CONDUIT BE USED TO WIRE THE SIGNAL SYSTEM, THE EXISTING CONDUITS SHALL BE 3.
PAYMENT IS TO BE INCLUDED IN THE PRICE BID FOR CABLE, CONDUIT AND CONTROLLER INSTALLATION.
THERE SHALL BE NO SEPARATE PAYMENT FOR PROVIDING A CONTINUOUSLY GROUNDED CONDUIT SYSTEM.
THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING A CONTINUOUSLY GROUNDED CONDUIT SYSTEM. 2.
AND 680-07.
OF A GROUNDING ROD DRIVEN IN THE NEAREST PULL BOX AS DETAILED IN STANDARD SHEETS 680-04
ALL SIGNAL POLES, PEDESTRIAN POLES, AND PUSH BUTTON STATIONS SHALL BE GROUNDED BY MEANS 1.
PRIVATE PROPERTY:
PAVEMENT MARKINGS:
RESTORATION OF DAMAGED AREAS:
PEDESTRIAN FACILITIES:
SIGNAL WORK IN OR ADJACENT TO WETLANDS AND OTHER WATER BODIES:BODIES TO PREVENT WATER INFILTRATION INTO THE SIGNAL ASSEMBLY.
NIPPLES ARE ATTACHED TO THE TOP SURFACES OF BOTH TRAFFIC SIGNAL SECTIONS AND PIPE CROSS
OF SILICONE SEALANT AROUND THE SERRATED LOCK RING AT ALL LOCATIONS WHERE VERTICAL PIPE
SATISFACTION OF NYSDOT TRAFFIC MAINTENANCE PERSONNEL, THE CONTRACTOR SHALL APPLY A BEAD
ONCE TRAFFIC SIGNAL HEAD ASSEMBLIES HAVE BEEN INSTALLED AND ADJUSTED IN THE FIELD TO THE 6.
SET SCREWS AND ALL THREADED PIPE NIPPLES SHALL HAVE TAPERED THREADS.
ON ALL SIGNAL HEAD ASSEMBLIES ALL FEMALE THREADED CONNECTING HARDWARE SHALL HAVE TWO 5.
BASIC WORK ZONE TRAFFIC CONTROL.
SHALL BE INCLUDED IN THE PRICE BID FOR THE VARIOUS TRAFFIC SIGNAL ITEMS AND ITEM 619.01,
AND SIGNS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK. THE COST FOR THIS WORK
SIGNS TO ENSURE THAT THEY DO NOT OBSTRUCT THE MOTORISTS' VIEW OF THE NEW SIGNAL FACES
THE ENGINEER, THE CONTRACTOR SHALL IMMEDIATELY REMOVE ALL EXISTING SIGNAL HEADS AND
VARIOUS STAGES OF CONSTRUCTION. ONCE THE NEW SIGNAL IS OPERATIONAL AND WHEN DIRECTED BY
OPERATIONAL SIGNAL HEADS AND SIGNS. THIS MAY NEED TO BE DONE SEVERAL TIMES DURING
APPROACHING THE INTERSECTION AND TO AVOID OBSTRUCTING THE MOTORISTS' VIEW OF THE EXISTING
POSITIONED, AS DIRECTED BY THE ENGINEER, TO ACCOMMODATE THE CHANGES IN THE TRAFFIC
DURING CONSTRUCTION, THE NEW TRAFFIC SIGNAL HEADS AND SIGNS MAY NEED TO BE TEMPORARILY 4.
PEDESTRIAN SIGNAL HEADS SHALL BE PROVIDED WITH A FIVE POSITION TERMINAL BLOCK.3.
PEDESTRIAN HEADS AND BRACKETS SHALL BE PAINTED DARK GREEN.2.
SIGNAL HEADS SHALL NOT BE HUNG WITHOUT THE APPROVAL OF THE ENGINEER.1.
28
3G/4G LTE GATEWAY MODEMS SHALL BE INSTALLED UNDER ITEM 683.08020104.3.
PERMISSION IS GRANTED IN ADVANCE BY THE REGIONAL TRAFFIC ENGINEER.
HEADS SHALL BE DRILLED. THE USE OF CUTTING TORCHES IS NOT PERMITTED UNLESS WRITTEN
ALL HOLES FOR L.B. CONDULETS, THIMBLEBOLTS, AND POLE-MOUNTED SIGNAL AND/OR PEDESTRIAN 2.
GALVANIZED STEEL.
BOLTS AND NUTS) SHALL BE STAINLESS STEEL AND ALL OTHER HARDWARE SHALL BE HOT DIPPED
UNLESS OTHERWISE SPECIFIED IN THE PLANS, ALL BOLTS, NUTS, AND WASHERS (EXCEPT ANCHOR 1.
NO SPLICES ARE ALLOWED FOR TRAFFIC SIGNAL HEAD OR PEDESTRIAN HEAD WIRING.3.
THIS WORK SHALL BE INCLUDED UNDER THE APPROPRIATE SIGNAL CABLE ITEM.
PERMANENTLY AFFIXED WHICH SHALL IDENTIFY THE CABLE (FOR EXAMPLE, 14/10 C-1). PAYMENT FOR
EACH SIGNAL CABLE ENTERING THE CONTROLLER CABINET SHALL HAVE A MYLAR OR BRASS TAG 2.
INSULATION.
CABLE BE PERMITTED IN TRAFFIC SIGNAL POLES OR POSTS WITHOUT THE PROTECTION OF THE CABLE
UNDER NO CIRCUMSTANCE SHALL INDIVIDUAL SIGNAL CABLE CONDUCTORS OF A MULTI-CONDUCTOR 1.
OTHER SIGNALS WEATHER HEAD.
SIGNALS WEATHER HEAD AND A SECOND LENGTH LEAVING THE WEATHER HEAD AND RUNNING TO THE
BE DAISY CHAINED WITH ONE LENGTH OF WIRE RUNNING FROM THE CONTROLLER ENTERING THE FIRST
PERMITTED. WHERE TWO SIGNAL HEADS ARE TO BE WIRED FROM THE SAME CABLE, THE SIGNALS SHALL
BLOCK(S) INSIDE OF EACH SIGNAL HEAD ASSEMBLY; PIGTAILS AND EXPOSED SPLICES SHALL NOT BE
ALL SIGNAL WIRE CONNECTIONS TO THE SIGNAL HEADS SHALL BE MADE DIRECTLY TO THE TERMINAL 5.
RINGS APPROVED BY THE ENGINEER. STEEL, PLASTIC CABLE BANDS, OR TAPING SHALL NOT BE USED.
AT INTERVALS OF NOT GREATER THAN 15" (380 mm) BY COPPERWELD (COPPER COVERED STEEL) CABLE
WHERE SIGNAL CABLE IS INSTALLED ON SPAN WIRE OR MESSENGER CABLE, IT SHALL BE SUPPORTED 4.
PROPERTY OF NYSDOT.
UNLESS OTHERWISE NOTED, ALL TRAFFIC SIGNAL EQUIPMENT TO BE REMOVED SHALL BECOME THE 2.
IS READY FOR PICK-UP.
EQUIPMENT IN A SECURE AND DRY FACILITY AND NOTIFY THE SIGNAL ENGINEER WHEN THE EQUIPMENT
REMOVED AS PART OF THE WORK DONE AT A SIGNAL LOCATION. THE CONTRACTOR SHALL STORE THE
THE CONTRACTOR SHALL RETURN TO THE STATE ANY EXISTING TRAFFIC SIGNAL EQUIPMENT THAT IS 1.
ALL PAVEMENT MARKINGS SHALL TIE INTO EXISTING AT THE INTERSECTION LIMITS OF WORK.
PROPOSED PAVEMENT MARKINGS ARE TO MATCH EXISTING UNLESS SHOWN OTHERWISE ON THE PLANS. 2.
SIGNAL WORK AT EACH LOCATION WHERE PERMANENT PAVEMENT MARKINGS ARE TO BE APPLIED.
THE APPLICATION OF PAVEMENT MARKINGS SHALL BE COORDINATED WITH THE COMPLETION OF THE 1.
SAW-CUTTING OPERATIONS TO PREVENT RUN-OFF FROM REACHING ADJACENT STREAMS AND WETLANDS.
ANY WATER BODY, INCLUDING WETLANDS. THE CONTRACTOR SHALL CONTAIN RUN-OFF FROM PAVEMENT
THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS SO AS TO PREVENT ANY DAMAGE TO 1.
ALTERATIONS TO THE BUTTON AND SIGN ORIENTATION.
DETAILED ON EACH TRAFFIC SIGNAL PLAN. CHANGES IN PEDESTRIAN POLE PLACEMENT MAY REQUIRE
PEDESTRIAN PUSHBUTTONS AND SIGNS SHALL BE ORIENTED WITH THEIR RESPECTIVE CROSSING AS 5.
SUBSEQUENT AMENDMENTS.
CONTROLS SHALL BE IN COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT OF 1990 AND ANY
THE CONTRACTORS ATTENTION IS CALLED TO THE FACT THAT THE INSTALLATION OF ALL CROSSING 4.
PUSHBUTTON EXTENSION SHALL BE INSTALLED AT LOCATIONS CALLED OUT IN THE PLANS.
PERSON IN A WHEEL CHAIR CAN ACTIVATE THE SIGNAL WITHOUT HAVING TO STOP ON THE CURB RAMP.
PEDESTRIAN PUSHBUTTONS SHALL BE LOCATED NEAR CURB RAMPS AND POSITIONED SUCH THAT A 3.
CLEARLY MARKED AND HAVE A LOGICAL START AND TERMINUS.
PEDESTRIAN TRAFFIC MUST BE RELOCATED OFF THE EXISTING FACILITY, WALKWAYS SHALL BE
BICYCLE TRAFFIC OR TO PRESENT A SAFETY HAZARD TO THE NON-MOTORIZED PUBLIC. WHERE
BARRIERS SHALL NOT BE PLACED OR PARKED IN SUCH A MANNER AS TO OBSTRUCT PEDESTRIAN OR
PROJECT LOCATION FOR THE DURATION OF THE CONSTRUCTION. MATERIAL, EQUIPMENT OR OTHER SUCH
THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN AND BICYCLE TRAFFIC THROUGH OR AROUND EACH 2.
SHEET(S) 608-01.
CURB RAMPS. UNLESS SPECIFIED IN THE PLANS, ALL INSTALLATIONS SHALL COMPLY WITH STANDARD
THIS CONTRACT INCLUDES THE INSTALLATION OF SIDEWALK, RAMPS AND DETECTABLE WARNINGS ON 1.
DAMAGE CAUSED BY CONSTRUCTION PERSONNEL, EQUIPMENT OR OPERATIONS.
THE CONTRACTOR SHALL BEAR THE COST OF ANY REPAIRS AS DIRECTED BY THE ENGINEER DUE TO 1.
SHALL OBTAIN ACCESS TO PRIVATE PROPERTY THROUGH A RELEASE.
ADVANCE OF THE WORK. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS WORK. THE ENGINEER
DISCRETION. THE PROPERTY OWNER SHALL BE NOTIFIED AT LEAST TEN (10) CALENDAR DAYS IN
SIGNAL WORK SHALL BE EITHER DISPOSED OF OR LAID ONTO THE OWNER'S PROPERTY AT THE OWNER'S
MISCELLANEOUS ITEMS PRESENTLY ON PUBLIC PROPERTY WHICH MUST BE MOVED TO COMPLETE THE
ANY PRIVATELY OWNED FENCING, SHRUBS, DECORATIVE BRICKWORK, BLUESTONE OR OTHER 1.
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AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
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DE
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ON: 8/12/2019
TST-01TRAFFIC SIGNAL TABLES
NOTES:
FOR UNDER ITEM 680.8141).
HEIGHT AT A 8 FOOT MOUNTING HEIGHT ON THE POLE (TO BE PAID
FEET TALL, PEDESTRIAN SIGNAL HEADS SHALL BE BRACKET MOUNTED
ALL POLES TO BE PAID FOR UNDER ITEM 680.6808 SHALL BE 12 1.
29
PEDESTRIAN INDICATION ITEM ESTIMATE
ITEM NUMBER DESCRIPTION UNIT PED P-1 PED P-2 PED P-3 PED P-4 PED S-1 PED S-2 PED S-3 TOTAL
680.6808 TRAFFIC SIGNAL POLE-BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA 1 1 1 1 0 0 0 4
680.81310209 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE EA 2 1 1 2 0 0 2 8
680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA 2 2 2 4 2 0 4 16
680.813105 PEDESTRIAN SIGNAL MODULE - 12 IN BI-MODAL HAND/MAN EA 1 1 1 2 1 0 2 8
680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA 1 1 1 2 1 0 2 8
680.81500010 PEDESTRIAN COUNTDOWN TIMER MODULE EA 1 1 1 2 1 0 2 8
680.82201908 BREAKAWAY TRANSFORMER BASE (TRAFFIC) EA 1 1 1 1 0 0 0 4
680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EA 0 0 0 0 0 1 1 2
ESTIMATE OF CABLES
ROUTE
DESCRIPTION
CABLE
CABLES
# OF 680.730514
ITEM
680.730314
ITEM
FROM THROUGH TO 5 C, 14 AWG 3 C, 14 AWG
CONTROLLER S-1 ,C-1, PB-1, C-2 PED P-1 5 CONDUCTOR 1 64
P-1 C-2, PB-1, C-1 S-1 3 CONDUCTOR 1 56
S-1 - CONTROLLER 5 CONDUCTOR 1 10
CONTROLLERPB-2, C-3
S-1, S-2, C-6, PB-3, C-5,PED P-2 5 CONDUCTOR 1 327
CONTROLLERPB-2, C-4
S-1, S-2, C-6, PB-3, C-5,PED P-3 5 CONDUCTOR 1 319
CONTROLLER S-1, S-2, C-6, PB-3, C-7 PED P-4 5 CONDUCTOR 2 526
CONTROLLER S-1, S-3 PED S-3 5 CONDUCTOR 2 350
TOTAL (LF) 1596 56
ESTIMATE OF POLES
POLE NO.
LOCATION
FOOTING CAP
ELEV. OF
NUMBER
ITEM
HEIGHT (FT)
MOUNTINGFOUNDATION
STATION
CENTERLINEOFFSET SIDE
CODE
MIN.SHAPE
(CY)
QUAN
P-1 C 16 + 7.94' 31.65' RT FLUSH 680.6808 8 J-1 CIRCULAR 1.1
P-2 C 16 + 4.34' 32.34' LT FLUSH 680.6808 8 J-1 CIRCULAR 1.1
P-3 C 15 + 90.28' 42.32' LT FLUSH 680.6808 8 J-1 CIRCULAR 1.1
P-4 C 15 + 37.39' 36.28' LT FLUSH 680.6808 8 J-1 CIRCULAR 1.1
TOTAL (CY) 4.4
ESTIMATE OF QUANTITIES
ITEM DESCRIPTION UNIT QUANTITY
206.03 CONDUIT EXCAVATION AND BACKFILL INCLUDING SURFACE RESTORATION LF 97
619.1612 MAINTAIN TRAFFIC SIGNAL EQUIPMENT (REQUIREMENT B) INTM 10
680.5001 POLE EXCAVATION AND CONCRETE FOUNDATION CY 4.4
680.510501 PULLBOX-RECTANGULAR, 26 X 18 INCH, REINFORCED CONCRETE EA 1
680.51100010 CLEAN EXISTING PULLBOX EA 2
680.520106 CONDUIT, METAL STEEL, ZINC COATED, 2" LF 44
680.520108 CONDUIT, METAL STEEL, ZINC COATED, 3" LF 53
680.53010010 CLEAN EXISTING CONDUIT LF 16
680.6808 TRAFFIC SIGNAL POLE-BRACKET MOUNT 8 FEET MOUNTING HEIGHT EA 4
680.730314 SIGNAL CABLE 3 CONDUCTORS, 14 AWG LF 56
680.730514 SIGNAL CABLE 5 CONDUCTORS, 14 AWG LF 1596
680.81310209 ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE EA 8
680.813103 PEDESTRIAN SIGNAL SECTION - TYPE I, 12 INCH EA 16
680.813105 PEDESTRIAN SIGNAL MODULE - 12 INCH BI-MODAL, HAND/MAN SYMBOLS LED EA 8
680.8141 PEDESTRIAN SIGNAL BRACKET MOUNT ASSEMBLY EA 8
680.81500010 PEDESTRIAN COUNT-DOWN TIMER MODULE EA 8
680.82201908 BREAKAWAY TRANSFORMER BASE (TRAFFIC) EA 4
680.82250101 REMOVE PEDESTRIAN PUSHBUTTON AND SIGN ASSEMBLY EA 2
683.08020104 3G/4G LTE GATEWAY MODEM W/ANTENNA EA 1
ESTIMATE OF CONDUITS
NO.
CONDUIT
LOCATION680.520106
ITEM
680.520108
ITEM
680.53010010
ITEM
FROM TOSTEEL
2 NPS
STEEL
3 NPS
CONDUIT
EXISTING
CLEAN
C1 S-1 PB-1 6
C2 PB-1 P-1 15
C3 PB-2 P-2 10
C4 PB-2 P-3 10
C5 PB-2 PB-3 53
C6 PB-3 S-3 10
C7 PB-3 P-4 9
TOTAL (LF) 44 53 16
ESTIMATE OF PULLBOXES
PULLBOX NO.
LOCATION
TOP COVER
ELEV. OF 680.510501
ITEM
680.51100010
ITEM
STATION
BASELINEOFFSET SIDE
26X18 RC
RECTANGULAR
EXISTING PULLBOX
CLEAN
PB-1 C 15 + 96.31' 40.79' RT FLUSH 1
PB-2 C 15 + 94.25' 33.43' LT FLUSH 1
PB-3 C 15 + 43.94 42.39' LT FLUSH 1
TOTAL (EA) 1 2
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walk\cadd\dgn\117-304_cph_tst_01.d
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mschauffert BRIDGES CULVERTS
JO
B
MA
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N
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RVIS
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OJ
EC
T
MA
NA
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FTIN
GC
HE
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DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
(NOT TO SCALE)
PEDESTRIAN SIGNAL HEAD DISPLAY
1
2
3
(NOT TO SCALE)
NOTES:
AS PER PLAN
SIGN MOUNTING
PED. BUTTON AND
10" (MAX.)
SEE PLANS
ALUMINUM PEDESTRIAN SIGNAL POLE DETAIL
42" (S
EE
NO
TE 2)
(SEE DETAIL, THIS DWG.)
PEDESTRIAN SIGN
INFORMATIONAL
TRAFFIC SIGNAL DETAILS TSD-01
NOTE:
- PED COUNT-DOWN TIMER MODULE3 - 680.81500010
TYPE I, 1'-0"
- PED SIGNAL SECTION - ALUMINUM,2 - 680.813103
BI-MODAL HAND/MAN SYMBOLS, LED
- PED SIGNAL MODULE, 1'-0",1 - 680.813105
START CROSSING
DONT START
FINISH CROSSING
IF STARTED
TO CROSS
PUSH BUTTON
VEHICLES
WATCH FOR
DON'T CROSS
TO FINISH CROSSING
TIME REMAINING
TIMER
STREET NAME
START CROSSING
DONT START
FINISH CROSSING
IF STARTED
TO CROSS
PUSH BUTTON
VEHICLES
WATCH FOR
DON'T CROSS
TO FINISH CROSSING
TIME REMAINING
TIMER
STREET NAME
M.U.T.C.D. R10-3i (L)M.U.T.C.D. R10-3i (R)
(NOT TO SCALE)
9"x15" SIGN DETAIL
PEDESTRIAN PUSH BUTTON
SHALL BE AN ADA ALL-WEATHER SURFACE.
ADJACENT ACCESSIBLE SURFACE. THE ACCESSIBLE SURFACE
AN ACCESSIBLE APPROACH OR BE WITHIN 10" OF AN
POLE 42" ABOVE AN ACCESSIBLE SURFACE AND SHALL FACE
PUSH BUTTON SHALL BE MOUNTED ON A POST OR SIGNAL 2.
680-10.
ADDITIONAL DETAILS PROVIDED ON NYSDOT STANDARD SHEET 1.
TRANSFORMER BASE
BREAKAWAY
ITEM 680.82201908
CENTRAL PARK AVE (2 SIGNS)
MARION AVE (2 SIGNS)
ARE AS FOLLOWS:
PEDESTRIAN SIGNS
STREET NAMES FOR
LAP
MINI
MU
M
3"
2% SLOPE FROM CENTER TO DRAIN
(TYP.)1'-0"
DUTY GALVANIZATION18" (MIN.) OF HEAVY
BREAKAWAY TRANSFORMER BASE
MA
X
6" 9"
6"
TOP VIEW CIRCULAR FOOTING
30"
WID
TH
3"
CO
VE
R
BACK EDGE OF SIDEWALK
(FR
OM
TA
BL
E
ON
SS 680-01)
TOP OF FOUNDATION SHOWN ON SS 680-01
SEE ANCHOR BOLT PLATE DETAIL ON SS 680-01
(SEE TABLE ON SS 680-01)
VERTICAL REINFORCEMENT
BASE OR PEDESTRIAN POLE
PLATE FOR BREAKAWAY TRANSFORMER
14"
1'v6"
#5
BA
RS
AT 24"
CE
NT
ER
S3"
8" MINIM
UM
CAP EACH END.
IN THE CONTRACT DOCUMENTS,
OF CONDUIT(S) AS SPECIFIED
NUMBER AND ORIENTATION
4" SIDEWALK
6" SUBBASE
8"
MIN.
SIDEWALK SLOPE
vTRANSFORMER BASE OR PEDESTRIAN POLE BASE PLATE.
vSIMILARLY MODIFIED ON MULTIPLE SIDES OF THE BREAKAWAY
vSIDEWALK ON ONE SIDE ONLY. IF SHOWN IN PLANS, FOUNDATION MAY BE
4. DETAIL SHOWS FOUNDATION MODIFIED TO BE INSTALLED PARTIALLY UNDER
vMINIMUM SHOWN IN THE STANDARD SHEETS.
vTHE EMBEDMENT INTO THE REINFORCED SECTION OFvTHE FOUNDATION IS THE
3. ANCHOR BOLTS SHALL BE 6 INCHES LONGER THAN SHOWN ON SS 680-01 SO THAT
vOF THE FOUNDATION.
vTHE STANDARD FOUNDATION, AND SHALL BE FORMED AND POURED INTEGRALLYvAS PART
vTHIS ADDITIONAL 6 INCHES WILL BE UNREINFORCED CONCRETE ADDED AT THE TOP OF
2. FOUNDATION DEPTH SHALL BE 6 INCHES GREATER THAN THAT SHOWN ON SS 680-01.
MAXIMUM 4" PROTRUSION OF ANCHOR BOLTS ABOVE SURROUNDINGS
SEE ANCHOR BOLT PROJECTION DETAIL ON SS 680-01,
1. DETAIL SHOWS MODIFICATION OF J1 FOUNDATIONS FOR PEDESTRIAN POLES.
FOUNDATION DETAIL
MODIFIED PEDESTRIAN POLE
ELEVATION VIEW
(SEE DETAIL, THIS DWG.)
CONCRETE FOUNDATION
ITEM 680.5001
ITEM 680.6808 ALUMINUM POLE
BACKFILL AND PAVEMENT REPLACEMENT
ALTERNATE CONDUIT EXCAVATION
(NOT TO SCALE)
(USING ROTARY PAVEMENT CUTTER)
GRADE
PAVEMENT
FINISHED
1 1/2" (38mm) TOP
2 1/2" (63.5mm) BINDER
CLASS "D" CONCRETE
SAME TRENCH.
MAY BE PLACED IN THE
MORE THAN ONE CONDUIT
(88
mm)
3.5
"
2'-
0" (6
09
mm)
MIN.
5" (125mm) NOMINAL CUT
VA
RIA
BL
E
PEDESTRIAN POLE FOUNDATION DETAIL NOTES:
ITEM 680.81310209 - ACCESSIBLE PEDESTRIAN SIGNAL (APS) WITHOUT POLE
PAYMENT SHALL BE INCLUDED UNDER
(2" MIN DIA., 5 LB. ACTUATION)
ADA APPROVED
PEDESTRIAN PUSH BUTTON
ITEM 680.81310209
30
CENTRAL PARK AVE. (2 SIGNS)
MARION AVE (2 SIGNS)
ARE AS FOLLOWS:
PEDESTRIAN SIGNS
STREET NAMES FOR
D035821
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Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_tsd_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
GRID
NO
RT
H
MARIO
N
AVE
NYS RTE 100 (CENTRAL PARK AVE)
0 15 30 45 60'15
1" = 30'
TSP-1
C
PULL BOX
MICROCOMPUTER CABINET
PEDESTRIAN POLE
SIGNAL HEAD
SIGNAL POLE
TRAFFIC SIGNAL LEGEND
1
P9
PED BUTTON AND SIGN DIAGRAMS
P-1 P-2 P-3
SIGNAL HEAD (TYP.)
SIGN (TYP.)
PUSHBUTTON (TYP.)
EXISTING PULLBOX
PB-3 CLEAN AND RETAIN
EXISTING CONDUIT
C-6 CLEAN AND RETAIN
PB-2
C-3
P-2
03
05
06
01
P-4
S-2
PED D 05
PE
D
B 03
PED C 01
PE
D
A 03
C-7
P-3
P-1
C-2
S-1
EXISTING CONDUIT
C-1 CLEAN AND RETAIN
EXISTING PULLBOX
PB-1 CLEAN AND RETAIN
03
S-3
6
4
5
1
7
3
2
8
P-4 S-3
(NOT TO SCALE)
OPERATIONS LEGEND
0 = PHASE
31
C-4
EXISTING SPAN WIRE (TYP.)
S-1
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G
R
Y
G 00 00 00 00G
R
Y
G
(SEE NOTE 1)
C-5
W = MAN (WALK)
Y = CIRCULAR YELLOW
DW = HAND (DON'T WALK)
FY = FLASHING YELLOW
FR = FLASHING RED
R = CIRCULAR RED
PED = PEDESTRIAN
FDW = FLASHING HAND (DW)
G* = BI-MODAL YELLOW/GREEN ARROW
G = CIRCULAR GREEN
* DENOTES BI-MODAL YELLOW/GREEN ARROW
NOTES:
EXISTING LOOP DETECTOR.
INSTALLATION OF NEW CONDUIT SHALL NOT DISTURB 1.
W-282 TRAFFIC SIGNAL PLAN
*
TABLE OF OPERATIONS
PHASEEXISTING FACES PROPOSED FACES
1 2 3 4 5 6 7 8 PED A PED B PED C PED D
01 R R G G R R R R
05 G G R R R R R R
06 R R <G-R R R R R R
01 + 05 G G G G R R R R
01 + 06 R R <G-G G R R R R
03 R R R R G G G G
OPERATION
FLASHINGFY FY FY FY FR FR FR FR DARK DARK DARK DARK
DISPLAY
HEAD LAYOUT
LENSE SIZE EXISTING 12" 12" 12" 12"
T
C
D035821
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N:\
Projects\2017\117-304
Greenburgh Side
walk\cadd\dgn\117-304_cph_tsp_01.d
gn
mschauffert BRIDGES 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
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS 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. REGION:
ON:
ALTERED BY:
K.
DE
TRIC
K
PIN 8761.89
WESTCHESTER
TOWN OF GREENBURGH
C.
GE
RO
UX
C.
GE
RO
UX
D.
TE
AT
OR
D.
BO
RJ
AS
M.
SC
HA
UF
FE
RT
D.
AD
AM
S
PREPARED BY: DONALD D. ADAMS, P.E.
CENTRAL PARK AVENUE SIDEWALK PROJECT
NYS 100 (MARION AVENUE TO WEST HARTSDALE AVENUE)
.
EEXC RSL IO
KROY
WNEFOETAT
S
D
ONALDD ADA
MS
0
719 36
RE
ENI
GN
E
LANOISSEFRO
P
DE
SN
ECI
L
ON: 8/12/2019
C 15+00 C 16+00
C 14+88.2
4
PT
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
EARTH
CONC. SWK.
CONC. SWK.
EARTH EARTHSP
SUMP=226.38
RIM ELE
V=232.58
SUMP=216.88
RIM ELE
V=232.13