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INDEX
DESCRIPTION DRAWING NUMBERNUMBER
SHEET
GNP-01 TO GNP-13
LEGEND, LINE, AND POINT SYMBOLOGY L-01 TO L-02
SIDEWALK TYPICAL SECTIONS
DRIVEWAY DETAILS TYP-02
TYP-01
E
EMH
G
GP
GSB
GV
HYD
LP
LPG
PP
SA
SMH
ST
T
TCB
TELBOX
TEL P
TMH
CTV
W
WSB
WV
AHEAD
AZIMUTH
BACK
BASELINE
BEARING
CENTERLINE
CURVE TO SPIRAL
SUPERELEVATION RATE (CROSS SLOPE)
EQUALITY
EXTERNAL
HORIZONTAL CONTROL LINE
HEADLIGHT SIGHT DISTANCE
LENGTH OF CIRCULAR CURVE
LENGTH OF SPIRAL
LENGTH OF VERTICAL CURVE
CENTER CORRECTION OF VERTICAL CURVE
MAIN LINE
POINT OF CURVATURE
POINT OF INTERSECTION
POINT ON LINE
PASSING SIGHT DISTANCE
POINT OF TANGENT
POINT OF VERTICAL CURVE
POINT OF VERTICAL INTERSECTION
POINT OF VERTICAL TANGENT
RADIUS
SPIRAL TO CURVE
STOPPING SIGHT DISTANCE
SPIRAL TO TANGENT
STATION
TANGENT LENGTH
THEORETICAL GRADE LINE
TANGENT TO SPIRAL
VERTICAL CURVE
ELECTRIC
ELECTRIC MANHOLE
GAS
GUY POLE
GAS SERVICE BOX (HOUSE LINE)
GAS VALVE (MAIN LINE)
HYDRANT
LIGHT POLE
LOW PRESSURE GAS
POWER POLE
SANITARY SEWER
SANITARY MANHOLE
STORM SEWER
TELEPHONE
TRAFFIC CONTROL BOX
TELEPHONE BOX
TELEPHONE POLE
TELEPHONE MANHOLE
CABLE TELEVISION
WATER
WATER SERVICE BOX (HOUSE LINE)
WATER VALVE (MAIN LINE)
ALIGNMENT
SUBSURFACE EXPLORATION
HAND AUGER
DRILLING MUD
HOLLOW FLIGHT AUGER
POWER AUGER
PROBE
PERCOLATION TEST HOLE
TO BE DEFINED AT THE TIME OF EXPLORATION
SEISMIC POINT
TEST PIT
BRIDGE
CUT
DAM
FILL
CULVERT
WALL
AH
CP
DA
DM
DN
FH
PA
PH
PT
SP
B
C
D
F
K
W
X
IS MADE
BE DEFINED AT THE TIME THE EXPLORATION
TO BE USED IF ONE OF THE ABOVE CANNOT
ABUT
AOBE
ASPH
BDY
BLDG
BM
CC
CONC
CONST
CR
D
DM
DWY
EP
ES
FP
FD
FL
GAR
GR
HO
HWY
IP
MB
MON
N&W
OG
O/H
P
PAV'T
PE
PED POLE
p
POR
RR
RTE
ROW
FEE WO/A
ABUTMENT
AS ORDERED BY ENGINEER
ASPHALT
BOUNDARY
BUILDING
BENCH MARK
CENTER TO CENTER
CONCRETE
CONSTRUCTION
COUNTY ROAD
DEED DISTANCE
DIRECT MEASUREMENT
DRIVEWAY
EDGE OF PAVEMENT
EDGE OF SHOULDER
FENCE POST
FOUNDATION
FENCE LINE
GARAGE
GRAVEL
HOUSE
HIGHWAY
IRON PIN OR IRON PIPE
MAILBOX
MONUMENT
NAIL AND WASHER
ORIGINAL GROUND
OVERHEAD
PARCEL
PAVEMENT
PERMANENT EASEMENT
PEDESTRIAN POLE
PROPERTY LINE
PORCH
RAILROAD
ROUTE
RIGHT OF WAY
TOPOGRAPHY (MISCELLANEOUS)
RW
SH
SHLDR
RETAINING WALL
STATE HIGHWAY
SHOULDER
BOTTOM OF BANK (STREAM)
BOTTOM OF CURB
BOTTOM OF OPENING
CORRUGATED ALUMINUM PIPE
CATCH BASIN
CAST IRON PIPE
CENTERLINE OF STREAM
CORRUGATED METAL PIPE
CONCRETE PIPE
BB
BC
BO
CAP
CB
CIP
CMP
CP
CORRUGATED STEEL PIPE
CULVERT
DIAMETER
DRAINAGE MANHOLE
DRAINAGE STRUCTURE PIPE
DITCH CROSSING
EXTREME HIGH WATER
ELEVATION
ELEVATION
EXTREME LOW WATER
END SECTION
HEADWALL
INVERT
MANHOLE
MEAN HIGH WATER
ORDINARY HIGH WATER
ORDINARY LOW WATER
REINFORCED CONCRETE PIPE
TOP OF BANK (STREAM)
TOP OF CURB
TOP OF GRATE
VITRIFIED CLAY PIPE
CSP
CULV
DIA
DMH
DS
D'XING
EHW
EL
ELEV
ELW
ES
HW
INV
MH
MHW
OHW
OLW
RCP
TB
TC
TG
VCP
SPK
ST
STK
STY
SW
TE
TO
U/G
WW
SPIKE
STREET
STAKE
STORY
SIDEWALK
TEMPORARY EASEMENT
TEMPORARY OCCUPANCY
UNDERGROUND
WING WALL
AH
AZ
BK
b
BRG
c
CS
e
EQ
EXT
HCL
HSD
L
LS
LVC
E
f
PC
PI
POL
PSD
PT
PVC
PVI
PVT
R
SC
SSD
ST
STA
T
TGL
TS
VC
FEE ACQUISITION WITHOUT ACCESS
FEE FEE ACQUISITION
ABBR. DESCRIPTION
REPLACE ABBREVIATION "AB" WITH:
ABBR. DESCRIPTION
ABBR. DESCRIPTION ABBR. DESCRIPTION
ABBR. DESCRIPTION
UTILITIES
TOPOGRAPHY (DRAINAGE)
4 INCHES CASED DRILL HOLE
1 INCH SAMPLER (RETRACTABLE PLUG)
2‚ INCHES CASED DRILL HOLE
SICPP SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE
STRMc
RP
TP
SQUARE FEET
GALLON
'
mi
lb LB
MI
(PLANS)
SYMBOL
STANDARD
(SPECS/PROPOSAL)
NOMENCLATURE:
EQUIVALENT
ftq
YDr CUBIC YARDCY
MILES
ACRES
LINEAR FEET
TON TON TON
GAL
POUND
GAL
SF
AC AC
QUANTITIES SHEET
ESTIMATE OF
ITEM PAYMENT UNIT:
" - INCHES
YDq SQUARE YARDSY
LF
CONE PENTROMETER
DA, DM, DN, AND FH WITH:
ABBREVIATION "C" IN CATEGORIES:
23-
DE
C-2019 10:1
5
eburton
BRIDGES CULVERTSPIN
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
=
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
2
INDEX
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
INDEX AND ABBREVIATIONUTILITY QUALITY LEVEL D
03
375565_cph_in
d.d
gn
TITLE SHEET 1
2
COVER
INDEX
TYP-03
INDEX AND ABBREVIATIONS
3-4
5
6
7 CURB RAMP DETAILS
MISCELLANEOUS TABLES
GENERAL PLAN SHEETS
22TOTAL NUMBER OF SHEETS
685-01
680-01
645-09
645-03
645-01
619-51
619-50
619-20
619-12
619-11
619-10
619-04
609-03
609-02
608-03
608-02
608-01
STANDARD SHEETS
SENECA
D034006
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
22 SIGN DATA SHEET SDS-01
9-21
8 MST-01
AC CONTROL (CENTERLINE)
CB
CBPR
EBLHS
ECT
EDMC
CURTAIN, TURBIDITY
BASELINE
BASELINE, PROJECTION
SHEET PILING
EFNS
EFNV
EWFS
EWM
EWS WETLAND, STATE
WETLAND, MITIGATION AREA
WETLAND, FEDERAL
FENCE, VEGETATION
FENCE, SILT
LABL
LAHR
LAPB
LAWA
LAWE
LFNC
LTRC
LTRD
LWR
LWS
AREA, BRUSH LINE
AREA, HEDGE ROW
AREA, PLANTING BED
AREA, WATERS EDGE
FENCE
TREE ROW, CONIFEROUS
WALL, RETAINING
TREE ROW, DECIDUOUS
WALL, STONE
MDL
MEE
HIGHWAY BOUNDARY
EASEMENT, EXISTING
DEED LINE
RG
RRPSS
BROKEN LINE
TCSW SIGNAL, SPAN WIRE
SM
SSO
SSOC
MULTIPLE POST
STRUCTURE, OVERHEAD
RRS RUMBLE STRIP
STB*
EWF
BR RAIL
BSHT
FENCE, SILT & VEGETATIONEFNSV
WETLAND, FEDERAL AND STATE
SBLB BILLBOARDS
STRUCTURE, OVHD. CANTILEVER
AREA, WOODED AREA OUTLINE
LWH WALL, H PILE
MHB
MHBA HIGHWAY BOUNDARY, APPROX.
MHBW HWY BOUNDARY, FACE OF WALL
MHBWOA HIGHWAY BOUNDARY, W/O ACCESS
MJC JURISDICTION, CITY
MJCY JURISDICTION, COUNTY
MJHD JURISDICTION, HISTORIC DISTRICT
MJLL JURIS., (GREAT, MILITARY) LOT LINE
MJN JURISDICTION, NATION
MJPB JURISDICTION, PUBLIC LANDS
MJS JURISDICTION, STATE
MJT JURISDICTION, TOWN
MJV JURISDICTION, VILLAGE
MPL PROPERTY LOT LINE
PROPERTY LOT LINE, APPROXIMATEMPLA
MSL SUB LOT LINE
GUIDE RAIL, MISCELLANEOUS
RGB GUIDE RAIL, BOX BEAM
RGBM GUIDE RAIL, BOX BEAM, MEDIAN
RGC GUIDE RAIL, CABLE
RGCB GUIDE RAIL, CONCRETE BARRIER
RGW GUIDE RAIL, W BEAM
RGWM GUIDE RAIL, W BEAM, MEDIAN
RPB PARKING BUMPER
RRC RAIL ROAD, CATENARY
RRER RAIL ROAD, 3RD RAIL
RAIL, PHOTO, SMALL SCALE
RRSSS RAIL, SURVEY, SMALL SCALE
DOUBLE BROKEN LINESTDB*
STDL* DOTTED LINE LONG
STDS* DOTTED LINE SHORT
STFB* FULL BARRIER LINE
STH* HATCH LINE
STRCT ROUNDABOUT, CAT TRACKS
STRYL ROUNDABOUT, YIELD LINE
STSB STOP BAR
SOLID, EDGE
X WALK, LADDER LINE
* = W (WHITE) OR Y (YELLOW)
BALE, STRAW
STSE*
MHA HISTORICAL, ACQUISITION
STXLB X WALK, LADDER BAR LINE
STXL
DAM, COFFER
AD_P
AT_P
DETOUR
DDG_P
DDP_P
DDS_P
DFL_P FLOW LINE
DITCH, STONE LINED
DITCH, PAVED INVERT
DITCH, GRASS LINED
EWAA_P WETLAND, ADJACENT AREA
EDMEC_P
EDMPC_P
EDMSC_P
LFILL_P FILL LIMIT
RRPLS_P
RRSLS_P
TRANSITION CONTROL
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
GUIDE POST
RAIL, PHOTO, LARGE SCALE
RAIL, SURVEY, LARGE SCALE
RGP_P
STPB* PARTIAL BARRIER LINE
FEE ACQUISITION, W/ ACCESS
LCUT_P CUT LIMIT
RCZ_P
BARRIER, TEMPORARYTWZBT_P
CHANNELIZING DEVICETWZCD_P
TWZPMRC_P
TWZBTWL_P
MFWOA_P FEE ACQUISITION, W/O ACCESS
CLEAR ZONE
EDMGSC_P
LIGHTS
BARRIER, TEMPORARY, W/ WARNING
COVERING
PAVEMENT MARKING REMOVAL OR
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).
ALIGNMENT
CONTROL
DRAINAGE
ENVIRONMENTAL
LANDSCAPE
ROW MAPPING
STRIPING
TRAFFIC CONTROL
DCP
DCP_P CULVERT PIPE (DIR)
CULVERT PIPE
UC
SIGNSDSSD SLOTTED DRAIN
STYLE NAME DESCRIPTION
BRIDGE
DESCRIPTIONNAMESTYLE
ROADWAY
DESCRIPTIONNAMESTYLE
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
STYLE NAME DESCRIPTION
UPGW
TRAFFIC WORK ZONE
UNDERDRAINDUD_P
BRIDGES CULVERTSPIN
COUNTY:
ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
23-
DE
C-2019 10:1
5
eburton
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
PR
OJ
EC
T
MA
NA
GE
RD
ESIG
ND
RA
FTIN
GC
HE
CK
CH
EC
K
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
3
L-01
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
LEGEND, LINE AND POINT SYMBOLOGYUTILITY QUALITY LEVEL D
03
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
375565_cph_le
g_01.d
gn
SENECA
D034006
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
CBP
CBPOL
CBSP
CBTP
ACC
ACOGO
ACS
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 AHEAD
EQUATION BACK
EVENT STATION
SPIRAL TO CURVE
SPIRAL TO SPIRAL
SPIRAL TO TANGENT
TANGENT TO SPIRAL
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
SDEL
SRM
S
CABINET & PAD
CCTV SITE
CDPD TRANSCEIVER
CELL PHONE TOWER
CONDUIT JACK OR BORING
CONTROLLER CABINET
COMMUNICATION PULL BOX
CONDUIT TURNING DOWN
CONDUIT TURNING UP
DEFAULT
TRANSMITTAL READER
FUSION SPLICE
HAR ADVISORY SIGN
HAR SITE
LOAD CENTER
MECHANICAL SPLICE
PEDESTRIAN SIGNAL HEAD
RAMP METER
SOLAR PANEL
WEIGHT IN MOTION DETECTOR
WIRELESS VIDEO REPEATER
WIRELESS VIDEO RECEIVER
WIRELESS VIDEO TRANSMITTER
PERM. OVERHEAD VMS
PERM. VMS
ACCOU. SPEED/COUNT SNSR.SIASCTS
ICABPAD
ICCTV
ICDPD
ICELLT
ICJB
ICNTLCAB
ICPB
ICTD
ICTU
ICVTRT
IEZR
IEZTR
IFOXCAB
IFUSSPL
IHARADV
IHARST
IMECSPL
IMSCS
IMSCTS
IMT
IOVHVMS
IPASCS
IPEDS
IPSS
IPVMS
IRM
IRWIS
ISP
ISST
ITDB
ITP
IVTRT
IWIMD
IWVR
IWVTT
IWVRC
ILC
SPM PARKING METER
SPREAD SPECT. TRANSCEIVER
TELEPHONE DEMARCATION BLK
SUBSURFACE TEMP. PROBE
MICRO SPEED & COUNT SENSOR
A
B
POST, SINGLE
PT., WALL LOCATION
PT., TREE W/ WIRE
PT., STAKE
PT., RAILROAD SPIKE
PT., SPIKE
PT., NAIL
PT., MONUMENT, MISC.
PT., MONUMENT
PT., IRON ROD
PT., IRON PIPE
PT., FENCE LOCATION
PT., DRILL HOLE
HISTORICAL, BLDG. CORNERS
HIGHWAY BNDRY., APPROX.
HIGHWAY BNDRY, PT.
DEED LINE, TYPE 1
DEED LINE, TYPE 2
DEED LINE, TYPE 3
DEED LINE, TYPE 4
DEED LINE, TYPE 5
EASEMENT, EXISTING
BOX, JUNCTION
BOX, PULL BOX
BOX, SPLICE
MICROCOMPUTER CABINET
PED POLE
SIGNAL HEADS
SIGNAL POLE
MDL1P
MHBCP
MPCC
MPDH
MPF
MPIP
MPIR
MPM
MPMM
MPN
MPRS
MPSP
MPST
MPTW
MPWL
TCMC
TCPP
TCSH
TCSP
C
MJCP PT., JURIS. CITY
PT., CROSS CUT
1
2
3
4
5
IDEFAULT
POINT OF CURVATURE
POINT OF INTERSECTION
POINT OF BEGINNING
POINT OF CURVATURE
POINT OF END
POINT ON LINE
POINT ON SPIRAL
POINT ON TANGENT
POINT ON VERTICAL CURVE
POINT ON VERTICAL TANGENT
POINT ON REVERSE CURVE
POINT OF TANGENCY
POINT OF VERTICAL CURVATURE
POINT OF VERT. INTERSECTION
POINT OF VERT. REVERSE CURVE
POINT OF VERTICAL TANGENCY
SPIRAL POINT OF INTERSECTION
VERTICAL EVENT POINT
VERTICAL HIGH POINT
BASELINE, POINT
BASELINE, POINT ON LINE
UNKNOWN POINT
RFM
A
COMM. VEH. ROAD TRANSCEIVER
E-ZPASS READER
MICROWAVE TRANSCEIVER
PORT. ACCOU. SPD & CNT. SENSOR
VEHICLE TO RDWY TRANSCEIVER
PORT. SPEED & COUNT SENSOR
FIBER OPTIC X-CONNECT CABINET
PAVEMENT SURFACE SENSOR
RDWY WEATHER INFO. SENSOR
GUIDE RAIL, ANCHOR
GUIDE POST, SINGLE
RGA
RGP
CPBM BENCHMARK
POINT, HORIZ. PHOTOGRAMMETRY
POINT, SURVEY MARKER, PERM.
CPSV
CPSM
CPH
ATS
AST
MDL2P
MDL3P
MDL4P
MDL5P
MEEP
MHBP
TCBJ
TCBP
TCBS
POINT OF C0MPOUND CURVATURE
POINT OF VERT. CMPND CURVE
VERTICAL LOW POINT
BASELINE, SPUR POINT
BASELINE, TIE POINT
MHBAP
POINT, VERT., PHOTOGRAMMETRY
BRIDGE, SCUPPER
EASEMENT, PERM., SHAPE
EASEMENT, PERM., APPROX.
EASEMENT, PERM., BACK LINEEASEMENT, PERM., BACK LINE
MEPAP_P
EZ-T
XC
TC
TP
BSC
LTW P TREE, WELL OR WALL
A
A
FEE ACQUISITION, SHAPE
MPBC PT., BUILDING CORNER
TWZBCD_P
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
CULV
MEPP_P
MEPSP_P
MFAP_P
MFP_P
MFSP_P
FEE ACQUISITION, BACK LINE
FEE ACQUISITION, APPROX.
CRASH CUSHION (TEMPORARY)
IMPACT ATTENUATOR /
TRAFFIC DETOUR
SYMBOL, DIRECTION OF TEMPORARY
(TEMPORARY)
SIGNAL, TRAFFIC OR PEDESTRIAN
MOUNTED ATTENUATOR
WORK VEHICLE WITH TRUCK
AEQN EQUATION
ALIGNMENT
DINV
DS STRUCTURE, RECTANGULAR
INVERT
TRAP, SEDIMENT
LANDSCAPE
GEOTECHNICAL
ENVIRONMENTAL
ANTENNASIANT P
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
UNKNOWN, JUNCTION BOX
UTVLM
FP
S
T
W
UUB UNKNOWN, BOX
UUPB UNKNOWN, PULL BOX
UUVT UNKNOWN, VENT
U UUW UNKNOWN, WELL
ROW MAPPING
TRAFFIC CONTROL
ELECTRIC, BOX
ELECTRIC, METER
ELECTRIC, MANHOLE
ELECTRIC, POLE, TRANS.
UEB
UEM
UEMH
UEPT
E
E
E
UTILITIES
DSMTXX_P
EIOP_P
ETRS_P
ADPI_P
G
A
A
P
CDPD
C
C
EZ
H
LC
PM
M
M
VMS
PA
PVMS
RM
RWIS
SS
WVR
V
V
CELL DESCRIPTION CELL CELL CELLDESCRIPTION DESCRIPTION DESCRIPTION
DETOUR, POINT OF INTERSECT.
DETOUR, POINT ON LINE
RISER, CONCRETE BOXERCB
SINGLE POST, PROPOSED
BACK TO BACK, PROPOSED
NAMENAME NAME NAME
SRSC3
SRSC4
SRSCT2
SRSCT4
SRSI
SRSN2
SRSN3
SRSS2
SRSS3
SRSS4
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
ROADWAY
RES P ELEVATION, SPOT
SIGNS
GB
SF
H/S
WIM
PRFB
DRAINAGE
S_P
SB_P
23-
DE
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5
FIL
E
NA
ME
=
DA
TE/
TI
ME
=
US
ER
=eburton
CONTRACT NUMBER
DRAWING NO.
SHEET NO.
BRIDGES CULVERTSPIN
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
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
EIPGB_P
EIPHS_P
EIPP_P
EIPSF_P
ADPL_P
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
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).
REGION:
4
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
L-02
03
UTILITY QUALITY LEVEL D
375565_cph_le
g_02.d
gn
LEGEND, LINE AND ABBREVIATION
SENECA
D034006
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
SNOW STORAGE
1:4 MAX.
VARIES 1:4 MAX.
MATCH EXISTING
6" (TYP.)6" (TYP.)TIE INTO EXISTING GROUND
6" SUBBASE
(6" AT DRIVEWAYS)
4" SIDEWALK CONCRETE
(SEE NOTE 5)
(ACCESSIBLE WIDTH)
SIDEWALK
WIDTH VARIES
MATERIAL IN KIND SNOW STORAGE
VARIES 1:2 MAX.
MATCH EXISTING
6" (TYP.)6" (TYP.)
VARIES (SEE NOTE 2)VARIES 1:2
MAX.
(ACCESSIBLE WIDTH)
SIDEWALK
WIDTH VARIES
MATERIAL IN KIND
(SEE NOTE 2)
VARIES 0' TO 5'
TIE INTO EXISTING GROUND
SEE PLANS FOR DISTANCE
CE
NT
ER
LIN
E
MAIN
LIN
E
SIDEWALK PAID UNDER ITEM 608.0110XX15
5'-0"
6"
6"
4'-
0"
5'-
0"
VARIES
6" SUBBASE
(6" AT DRIVEWAYS)
4" SIDEWALK CONCRETE
CURBED WITH SNOW STORAGE
DETAIL "H"
NO CURB WITH SNOW STORAGE
DETAIL "K"
(SEE NOTE 4)
SIDEWALK PAID UNDER ITEM 608.0110XX15
VARIES (SEE NOTE 2)
23-
DE
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5
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
5
TYP-01
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
UTILITY QUALITY LEVEL D
03
375565_cph_ty
p_01.d
gn
1.5 % MAX.
1.5 % MAX. EDGE OF ROAD
BACK OF GUTTER/
5'-0" MIN 5'-0" MIN
BOTH SIDES TAPERS
ACCESSIBLE PASSING SPACE TRANSITION
DETAIL "L"
SENECA
D034006
4 FT
4 FT
SIDEWALK DETAILS
5.
4.
3.
2.
1.
NOTES:
SEE NOTE 5
SERVE AS PASSING SPACES, PROVIDED THAT THEY MEET THE ADA SLOPE CRITERIA.
PROVIDED AT A MAXIMUM INTERVAL OF 200'. EXISTING CRIVEWAYS AND STREET CROSSINGS MAY ALSO
WHEN SIDEWALK WIDTHS ARE LESS THAN 5'-0", AN ACCESSIBLE PASSING SPACE TRANSITION SHALL BE
DETAILS.
OF THE NYSDOT US CUSTOMARY STANDARD SHEETS. SEE PLAN SHEETS TYP-03 FOR MODIFIED RAMP
FOR CURB RAMPS THE WORK SHALL BE IN CONFORMANCE WITH 608-01 - "SIDEWALK CURB RAMP DETAILS"
MINOR COMMERCIAL DRIVEWAYS" OF THE NYSDOT US CUSTOMARY STANDARD SHEETS.
WHEN CROSSING DRIVEWAYS, THE WORK SHALL BE IN CONFORMANCE WITH 608-03 - "RESIDENTIAL AND
SHOULD THE SLOPE EXCEED 1:4.
SLOPE SHOULD BE THE MINIMUM POSSIBLE AND SHOULD EXCEED 1:12 ONLY WHEN NECESSARY. IN NO CASE
THE RECOMMENDED MAXIMUM SLOPE OF PAVED SNOW STORAGE AREAS IS 1:12. THE SNOW STORAGE AREA
SHOWN ON NYSDOT STANDARD SHEET 608-01 (SHEET 8) IS USED TO MATCH INTO EXISTING SIDEWALK.
SIDEWALK PROFILE SHALL NOT EXCEED 7.5%, EXCEPT WHEN A TRANSITION CONSISTENT WITH THE ONE
4" TOPSOIL AND ESTABLISH TURF
SURFACE TYPE (SEE NOTE 4)
4" TOPSOIL AND ESTABLISH TURF
SURFACE TYPE (SEE NOTE 4)
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
12/23/19
SIDEWALK PROFILE AT DRIVEWAYS
EXISTING GROUND
6" SUBBASE
4" PROPOSED CONCRETE SIDEWALK
W1
L1
SIDEWALK
L22 FT MIN.
SEE NOTE 2
W2
EXISTING CURB
W1
L1
SIDEWALK
2 FT MIN.
SEE NOTE 2
W2
DRIVEWAY TABLE FOR LENGTH (L2)
AS REQUIRED BY GRADE SEE
SAWCUT AT LIMIT OF RECONSTRUCTION
W12 FT MIN.
SEE NOTE 2
L1
SIDEWALK
L2
SEE NOTE
2
SEE DRI
VEWAY TABLE
MATCH IN KIN
D
SEE NOTE
2
SEE DRI
VEWAY TABLE
MATCH IN KIN
D
W2
SEE NOTE
2
SEE DRI
VEWAY TABLE
MATCH IN KIN
D
6" SUBBASE
SIDEWALK THRU DRIVEWAY
6" PROPOSED CONCRETE
ASPHALT DRIVEWAYS
ITEM 608.020102
ASPHALT DRIVEWAYS
ITEM 608.020102
TYPE 2 SEE NOTE 2
ITEM 304.12 SUBBASE
TYPE 2 SEE NOTE 2
ITEM 304.12 SUBBASE
TYPE 2 SEE NOTE 2
ITEM 304.12 SUBBASE
L2
CLASSIFICATION
ROADWAY
RURAL
URBAN 6%
10%
DRIVEWAY
COMMERCIAL
DRIVEWAY
RESIDENTIAL
12%
8%
CONCRETE
PORTLAND CEMENT
SUBBASE COURSE
CONCRETE SW/D
PORTLAND CEMENT
6
6
8
6
8
4
8
4
8
4
MINOR COMMERCIAL (IN.)
THICKNESS FOR
RESIDENTIAL (IN.)
THICKNESS FOR
3
6
3
6
3
6SUBBASE COURSE
STONE
SUBBASE COURSE
SUBBASE COURSE
MATERIALEXISTING DRIVE
PROPOSED OR
OR GRAVEL
DIRT, GRASS, SW/D/BP
HMA
SW/D/BP
HMA
SW/D/BP
HMA
(RECONSTRUCTION)
HMA
DRIVEWAY MATERIALS AND THICKNESS
MAXIMUM SLOPE FOR DRIVEWAYS
NOTE 5
VARIE
S
NOTE 5
VARIE
S
NOTE 5
VARIE
S
SEE NOTE 5
TRANSITION IF NECESSARY DRIVEWAY WIDTH TRANSITION IF NECESSARY
SEE NOTE 5
ASPHALT DRIVEWAY WITH EXISTING CURBCONCRETE DRIVEWAY WITH EXISTING CURB/GUTTER
EXISTING CURB
ASPHALT DRIVEWAY WITH NO CURB
EXISTING EDGE OF ROADWAY
23-
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5
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
6
TYP-02
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
DRIVEWAY DETAILSUTILITY QUALITY LEVEL D
03
375565_cph_ty
p_02.d
gn
THE SIDEWALK GRADE MAY MATCH THE HIGHWAY GRADE.
HIGHWAY GRADE IS STEEPER THAN 5%. WHEN THE HIGHWAY GRADE IS STEEPER THAN 5%,
FOR WORK ACCEPTANCE EXCEPT WHEN MATCHING INTO EXISTING SIDEWALK OR WHEN THE
SIDEWALK GRADE (RUNNING SLOPE) SHALL NOT EXCEED 4.5% FOR FIELD LAYOUT, AND 5%
SHEET.
FURNISHING ADEQUATE DRAINAGE. SEE TABLE FOR MAXIMUM SLOPE FOR DRIVEWAYS ON THIS
MINIMUM FEASIBLE, WITHIN THE CONSTRAINTS OF TYING-IN TO EXISTING FEATURES AND
THE LONGITUDINAL SLOPE OF THE SIDEWALK AND TRANSITIONS SHOULD BE KEPT TO THE
REINFORCEMENT WITH 3 INCHES OF TOP COVER.
SIDEWALK SHALL BE 6 INCHES THICK THROUGH DRIVEWAYS, AND INCLUDE WIRE FABRIC
608-03 FOR THE DEFINITION OF MAJOR AND MINOR COMMERCIAL DRIVEWAYS.
RAMPS SHALL BE USED AT HIGHWAYS AND STREETS. REFER TO NYSDOT STANDARD SHEET
DETAILS SHOWN ON THIS SHEET SHALL BE USED FOR RESIDENTIAL DRIVEWAYS ONLY. CURB
REQUIREMENTS OF SECTION 304 OF THE NYSDOT STANDARD SPECIFICATIONS.
ENTIRE WIDTH OF DRIVEWAY. SUBBASE MATERIAL USED FOR DRIVEWAYS SHALL MEET THE
GRAVEL DRIVEWAYS SHALL HAVE A MINIMUM OF 2 FT OF ASPHALT ON BACK SIDEWALK FOR
SEE "DRIVEWAY MATERIALS AND THICKNESS GRAVEL DRIVEWAYS" TABLE, THIS SHEET.
FIELD LAYOUT, AND A MAXIMUM OF 2% FOR WORK ACCEPTANCE.
THE SIDEWALK OR DRIVEWAY CROSSING CROSS SLOPE SHALL BE A MAXIMUM OF 1.5% FOR
6.
5.
4.
3.
2.
1.
NOTES:
* FOR WIDTH (W1, W2), LENGTH (L1, L2) AND LOCATIONS SEE DRIVEWAY TABLE ON DWG NO. MST-01 * FOR WIDTH (W1, W2), LENGTH (L1, L2) AND LOCATIONS SEE DRIVEWAY TABLE ON DWG NO. MST-01
* FOR WIDTH (W1, W2), LENGTH (L1, L2) AND LOCATIONS SEE DRIVEWAY TABLE ON DWG NO. MST-01
ON DWG NO. MST-01 FOR LENGTH (L2)
REQUIRED BY GRADE SEE DRIVEWAY TABLE
SAWCUT AT LIMIT OF RECONSTRUCTION AS
ON DWG NO. MST-01 FOR LENGTH (L2)
REQUIRED BY GRADE SEE DRIVEWAY TABLE
SAWCUT AT LIMIT OF RECONSTRUCTION AS
1.5% MAX
1.5% MAX
1.5% MAX
7.5%
MAX
7.5%
MAX
7.5%
MAX
SENECA
D034006
7.5% MAX
VARIES
7.5% MAXVARIES
MAX7.5%
MAX7.5%
MAX7.5%
CONCRETE DRIVEWAYS APRONS
ITEM 608.0101
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
12/23/19
RAMP
4'-0" MIN.
BUFFER ZONE
BUFFER ZONE
DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
(SEE STANDARD SHEET 608-01)
TURNING SPACE
RAMP
(SEE STANDARD SHEET 608-01)
CLEAR SPACE
7.5%
MAX.
RAMP 7.5% MAX.
7.5%
MAX.
CROSSWALK
1.5% MAX.
SIDEWALK
1.5% MAX.
SIDEWALK
EXCEPT CR-07 IS NO SIDE FLARE
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS NO CURB AND NO SIDE FLARE
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
MID BLOCK CROSSING OR T INTERSECTION
CURB RAMP CONFIGURATION: TYPE 10 (MOD) *FOR CR-15 NO CURB AND NO RAMP ON RIGHT
FOR CR-14 NO RAMP ON LEFT
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
FOR RAMP SIDE OPTIONS
SEE STANDARD SHEET 608-01(SEE STANDARD SHEET 608-01)
CLEAR SPACE
1.5
% MAX.
SIDEWALK
1.5
% MAX.
SIDEWALK
4'-0"
MIN.
DOME SECTION
0.9" - 1.4"
0.2
"
48"
2"
0.3" MIN.1.6" - 2.4"
1.6
" - 2.4
"
DOME SPACING
EDGE OF WARNING FIELD
OF BASE DIAMETER
50% - 65%
DOME (TYP.)
0.65" - 1.5"
8.
7.
6.
5.
4.
3.
2.
1.
GENERAL NOTES:
FROM THE FRONT OF THE CURB OR THE ROADWAY EDGE (12" WHERE TRAVERSABLE CURB IS USED).
DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE EDGE OR CORNER OF THE WARNING FIELD NEAREST TO THE ROADWAY IS 5" TO 9"
CURB RAMP OR FLUSH SURFACE, EXCLUSIVE OF SIDE FLARES.
THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24" IN THE DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE
MAX).
RAMP TRANSITIONS BETWEEN WALKS, LANDINGS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT VERTICAL CHANGES (1/4"
GRADE BREAKS SHALL BE FLUSH AND PERPENDICULAR TO THE DIRECTION OF THE RAMP RUN.
MAY BE WARPED TO MEET STREET OR HIGHWAY GRADE.
THE CROSS SLOPE OF CURB RAMPS SHOULD BE AS FLAT AS POSSIBLE, NOT TO EXCEED 1.5%. THE CROSS SLOPE AT MIDBLOCK CROSSINGS
THE RUNNING SLOPE OF A CURB RAMP SHALL BE 7.5% MAXIMUM.
THE MINIMUM WIDTH FOR SIDEWALK CURB RAMPS IS 4'-0".
THE SLOPE IS RECOMMENDED ON CONCRETE RAMP SURFACES, EXCLUSIVE OF THE DETECTABLE WARNING FIELDS.
THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. A COARSE BROOM FINISH RUNNING PERPENDICULAR TO
5'-0"
5'-0"
1.5% MAX.
SIDEWALK
1.5%
MAX.SID
EWALK
7.5% MAX.
(SEE STANDARD SHEET 608-01)
CLEAR SPACE
BUFFER ZONE
7.5%
MAX.
DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
RAMPBUFFER ZONE
RAMP 7.5% MAX. RAMP 7.5% MAX.
(SEE STANDARD SHEET 608-01)
CLEAR SPACE
CROSSWALKCROS
SWALK
BUFFER ZONE(SEE STANDARD SHEET 608-01)
TURNING SPACE
CURB RAMP CONFIGURATION: TYPE 5 (MOD) *
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS NO CURB
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
RAMP
DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
CROSSWALK
(SEE STANDARD SHEET 608-01)
TURNING SPACE
(SEE STANDARD SHEET 608-01)
CLEAR SPACE
7.5% MAX.
BUFFER ZONE
1.5% MAX.
SIDEWALK
5'-0"
EXCEPT CR-02 IS WITH CURB
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS NO CURB
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
MID BLOCK CROSSING OR T INTERSECTION
CURB RAMP CONFIGURATION: TYPE 11 (MOD) *
1.5% MAX.
SIDEWALK
1.5%
MAX.SID
EWALK
4'-0" MIN.4'-0"
MIN.
7.5% MAX. 7.5%
MAX.
RAMP
(SEE STANDARD SHEET 608-01)
CLEAR SPACE DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
RAMP
BUFFER ZONE
CROS
SWALK
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS NO CURB
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
CURB RAMP CONFIGURATION: TYPE 3 (MOD) *
23-
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5
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
7
TYP-03
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT 3755.65
CURB RAMP DETAILSUTILITY QUALITY LEVEL D
03
375565_cph_ty
p_03.d
gn
SENECA
D034006
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
(SEE STANDARD SHEET 608-01)
CLEAR SPACE & TURNING SPACE
7.5% MAX.
DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
RAMP
CROS
SWALK 7.5% MAX.
RAMP
MID BLOCK CROSSING OR T INTERSECTION
CURB RAMP CONFIGURATION: TYPE 9 (MOD) *
RAMP
1.5% MAX.SID
EWALK5'-
0"
DETAILS ON STANDARD SHEET 608-01
SEE DETECTABLE WARNING PLACEMENT
CROSSWALK
BUFFER ZONE
7.5% MAX.
RAMP
CURB RAMP CONFIGURATION: TYPE 1 (MOD) *
EXCEPT FOR CR-08 AND CR-18 IS NO SIDE FLARE
* MOD= THE ONLY MODIFICATION TO NYS STANDARD SHEET IS NO CURB AND SIDE FLARE
SEE NYS STANDARD SHEET 608-01 FOR DETAILS.
BUFFER ZONE
12/23/19
23-
DE
C-2019 10:2
7
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
8
375565_cph_
mst_01_.d
gn
D034006
MST-01
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
VILLAGE OF INTERLAKEN
3755.65
MISCELLANEOUS TABLESUTILITY QUALITY LEVEL D
03SENECA
BE INCLUDED IN BASE BID. SEE BID SCHEDULE WITHIN PROPOSAL DOCUMENT.
NOTE: ALL OTHER AREAS AND ITEMS NOT INDICATED AS BID ALTERNATE 1 SHALL
AREA AND ITEMS INCLUDED IN BID ALTERNATE 1
12/23/19
MAT
CH LIN
E T
O
GNP-02
GRID
NO
RT
H
AHEAD
0 25 50 75 100'25
1" = 50'
23-
DE
C-2019 10:1
5
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-01
3755.65
GENERAL PLAN SHEET
03
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
SENECA
VILLAGE OF INTERLAKEN
INTERLAKEN CENTRAL SCHOOL
S.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
KK.
PHIL
LIP
SK.
PHIL
LIP
S
D034006
2
3 45
67
8
911
12
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
OWNER (STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
D.
C.
B.
A.
RIGHT-OF-WAY
HIGHWAY WORK PERMIT
A.
9
375565_cph_gn
p_01_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
ON NYSDOT RECORD PLAN FARC 56-20APPROX. HIGHWAY BOUNDARY BASED
L.
774
P.
294
(RE
PU
TE
D
OW
NE
RS)
PA
TT
EN,
RA
YM
ON
D
&
DA
RLE
NE
TM# 01-1-31
L. 737 P. 207
(REPUTED OWNER)
BIXBY HOME & TRANSPORT
TM# 01-1-35.1
L. 737 P. 219
(REPUTED OWNER)
FURMAN, GRANT L
TM# 01-1-36.2
(REPUTED OWNER)
SOUTH SENECA CENTRAL SCHOOL
TM# 01-1-37
L. 519 P. 169
(REPUTED OWNER)
TOWER, CAROL ANN
TM# 01-1-38
(REPUTED OWNER)
REFORMED CHURCH
TM# 02-1-20 L. 675 P. 251
(REPUTED OWNER)
LINCOLN, JOE K
TM# 02-1-19
L. 883 P. 187
(REPUTED OWNER)
DANORIA LLC
TM# 02-1-29.1
L. 633 P. 83
(REPUTED OWNER)
POND, WILSON
TM# 02-1-14
L.
717
P.
279
(RE
PU
TE
D
OW
NE
R)
HE
MM
ER
LIN
G,
DA
VID
H
TM# 02-1-13
DW-01
DW-02
DW-05 DW-06 DW-07
DW-01
DW-02DW-03
DW-04
DW-06 DW-07
OF CROSSWALK
360 FT ADVANCED
REMOVE EXISTING SIGN S1-1
SIGN AND SUPPORTS
ITEM 645.86000015-
WHITE CROSSWALK TYPE LS (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
TIE INTO EXISTING CONCRETE SIDEWALK
CONCRETE SIDEWALK
TIE INTO EXISTING
REMOVE EXISTING SIGN S1-1
SIGN AND SUPPORTS
ITEM 645.86000015-
ROUTE 96, MAIN STREET
SH 5446, INTERLAKEN - TRUMANSBURG
WARNING UNIT
WITH CAST IRON DETECTABLE
RAMP (TYPE 11) (CR-02)
ITEM 608.01051115 CURB
DETECTABLE WARNING UNIT
(TYPE 10) (CR-01) WITH CAST IRON
ITEM 608.01051015 CURB RAMP
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
B-001
#8325
CHURCH
REFORMED
INTERLAKENB-002
#8329
B-003
#8333
B-004
#8339
B-005
#8347 #8349B-006 B-007
#8353
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
S1-1 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-9P - 24" X 12"
S1-1 - 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
S1-1 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
1-1
1-2
1-3
12/23/19
GRID
NORTH
MATCH LINE TO GNP-01
MATCH LINE TO GNP-07
MA
TC
H
LIN
E
TO
GN
P-03
MATCH LINE TO GNP-08
0 25 50 75 100'25
1" = 50'
23-
DE
C-2019 10:1
5
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-02
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
10
D034006
1
3
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
HIGHWAYS ROUTE 96 AND ROUTE 96A.
BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
OFFICE PRIOR TO CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL
375565_cph_gn
p_02 _
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
AND CCM 95-138, CCM 03-246, CCM 06-273, & CCM 15-73BASED ON ALIGNMENT OF SIDEWALKSAPPROX. 40' WIDE STREET BDY.
AND CCM 37-16, CCM 68-102, CCM 72-197 & CCM 13-289ON ALIGNMENT OF NORTH SIDEWALKAPPROX. 49.5' WIDE STREET BDY. BASED
CC
M 06-65
&
RE
COR
D PLA
N F
ARC 58-12
2ALIG
NME
NT
OF P
AVE
ME
NT
AND
CC
M 13-8
7,
APPR
OX. 50'
WID
E STREET
BD
Y.
BASE
D
ON
ON
NYS
DOT
RE
COR
D PLA
N F
ARC 56-2
0APPR
OX.
HIG
HW
AY
BOUND
AR
Y
BASE
D
L. 436 P. 13
(REPUTED OWNER)
TERRY, PAUL J
TM# 02-1-09
L. 658 P. 44
(REP
UTE
D
OW
NE
R)
VILLA
GE
OF IN
TE
RLA
KE
N
TM#
02-1-0
8
L. 436 P. 13
(REPUTED OWNER)
TERRY, PAUL J
TM# 02-1-09
L. 825 P. 162
(REPUTED OWNER)
COVERT, MICHAEL
TM# 02-1-10
L. 898 P. 162
(REP
UTE
D
OW
NE
R)
JAR
AMILLO
, IV
AN
TM#
02-1-0
7
L. 797 P. 82
(REPUTED OWNER)
RANKIN, WEBB
TM# 01-1-21
L. 383 P. 947
(REPUTED OWNER)
ROLOSON, JAMES L
TM# 01-1-22
L. 565 P. 169
(REPUTED OWNER)
IKE, RICHARD
TM# 01-1-23
L. 907 P. 58
(REPUTED OWNER)
CANNAVINO, MICHELLE
TM# 01-1-25
L. 733 P. 203
(REPUTED OWNER)
BOWER, LOUIS C IV
TM# 01-1-26
L. 790 P. 327
(REPUTED OWNER)
CRASS-CONNERS, NOEL
TM# 01-1-27
L. 428 P. 322
(REPUTED OWNER)
COVERT, MICHAEL
TM# 01-1-28
L. 264 P. 221
(REPUTED OWNER)
LINCOLN, CLIFFORD E
TM# 01-1-29
L. 717 P. 279
(REPUTED OWNER)
HEMMERLING, DAVID H
TM# 02-1-13
L. 837 P. 120
(REPUTED OWNER)
EVERHART, JOHN
TM# 01-1-24
L. 774 P. 237
(REPUTED OWNER)
PERCY, FRED
TM# 01-2-08.2
L. 888 P. 23
(REPUTED OWNER)
AUSTIN, CHRIS
TM# 01-2-09
L. 906 P. 77
(REPUTED OWNER)
AUSTIN, CHRIS
TM# 01-2-10
L. 904 P. 253
(REPUTED OWNER)
DEAN, TAMELA J
TM# 01-2-41 L. 554 P. 304
(REPUTED OWNER)
GOLDSMITH, CONNIE J
TM# 01-2-40.1
L. 633 P. 332
(REPUTED OWNER)
STEEN, EUGENE A
TM# 01-2-11
L. 542 P. 301
(REPUTED OWNER)
LANGLEY, NANCY S
TM# 01-2-12
L. 668 P. 144
(REPUTED OWNER)
COVERT, MICHAEL P
TM# 01-2-13
L. 759 P. 190
(REPUTED OWNER)
HELFMAN, GEORGE
TM# 01-2-14
L. 774 P. 294
(REPUTED OWNERS)
PATTEN, RAYMOND & DARLENE
TM# 01-1-31
L. 529 P. 289
(REPUTED OWNER)
BARLOW, P. DIANE
TM# 02-1-12.2
DW-09DW-10DW-11
DW-12
DW-13
DW-14
DW-15
DW-41
DW-42
DW-43
DW-08
DW-41
DW-42
DW-43
ITEM 619.27 RESET MAILBOX
CONCRETE SIDEWALK
TIE INTO EXISTING
TIE INTO EXISTING CONCRETE SIDEWALK
SE
NE
CA ST
REET
MECHANIC STREET
MECHANIC STREET
RO
UTE 96,
MAIN ST
REET
SH 5446, IN
TE
RL
AKE
N - T
RU
MA
NS
BUR
G
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050015 CURB RAMP (TYPE 03) (CR-05)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01051015 CURB RAMP (TYPE 10) (CR-04)
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
#8361
#8365
#8367
INTERLAKEN
VILLAGE OF
#8369
#8373
B-009
#3633
B-008#8355
B-011
#3629B-010
#3627
#3626
#3622
B-012
#3613
#8370#3608
#3607B-013
B-016#3595 B-015
#3599
B-014
#3601
#3598
#8374
B-045
#8373
#8377
B-044
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01051115 CURB RAMP (TYPE 11) (CR-03)
CAYUGA STREET
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
ITEM 608.01100015 4 FT CONCRETE SIDEWALK (TYP)
INCLUDED IN BASE BID. SEE BID SCHEDULE WITHIN PROPOSAL DOCUMENT.
NOTE: ALL OTHER AREAS AND ITEMS NOT INDICATED AS BID ALTERNATE 1 SHALL BE
AREA AND ITEMS INCLUDED IN BID ALTERNATE 1.
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE TO GNP-04
MA
TC
H
LIN
E
TO
GN
P-02
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-03
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
11
D034006
1
2
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
HIGHWAY WORK PERMIT
A.
375565_cph_gn
p_03_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
AND CCM 37-16, CCM 68-102, CCM 72-197 & CCM 13-289APPROX. 49.5' WIDE STREET BDY. BASED ON ALIGNMENT OF NORTH SIDEWALK
CCM 73-216 & RECORD PLAN FARC 58-122OF PAVEMENT AND CCM 36-48, CCM 37-16, CCM 68-102,APPROX. 50' WIDE STREET BDY. BASED ON ALIGNMENT
L. 632 P. 338
(REPUTED OWNER)
MOTT, ANNA
TM# 01-1-18
L. 838 P. 286
(REP
UTE
D
OW
NE
R)
INTE
RLA
KE
N
ME
AD
OW,
LLC
TM#
01-1-16
L. 911 P. 59
(REPUTED OWNER)
CROWTHERS, CANDICE M
TM# 01-2-06
L. 726 P. 261
(REPUTED OWNER)
SOWARDS, DALE
TM# 01-2-07
L. 415 P. 12
(REPUTED OWNER)
PERCY, FRED
TM# 01-2-08.1
L. 325 P. 203
(REPUTED OWNER)
INTERLAKEN FIRE DEPART
TM# 01-1-15
(REPUTED OWNER)
CLARK, MARJORIE
TM# 01-1-19
L. 396 P. 1029
(REP
UTE
D
OW
NE
R)
HULL,
CH
ARLE
S
D
TM#
01-1-2
0
DW-16DW-17
DW-18
BEHIND THE TREE.
PLACE PROPOSED SIDEWALK
TIE INTO EXISTING GRAVEL DRIVEWAY.
BEHIND THE TREE LINE.
PLACE PROPOSED SIDEWALK
MECHANIC STREET
KNIG
HT ST
REET
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
FIRE DEPT., INC.
INTERLAKEN
B-016#3595
#3596
B-018
#3581
#3578
#3588
B-017
#3591
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
12/23/19
GRID
NORTH
1
23
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
0 25 50 75 100'25
1" = 50'
MATCH LINE TO GNP-05
MATCH LINE TO GNP-03
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-04
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
12
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
HIGHWAY WORK PERMIT
A.
375565_cph_gn
p_04_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
AND
CC
M 36-48,
CC
M 37-16,
CC
M 68-10
2,
CC
M 73-2
16
&
RE
COR
D PLA
N F
ARC 58-12
2APPR
OX. 50'
WID
E STREET
BD
Y.
BASE
D
ON
ALIG
NME
NT
OF P
AVE
ME
NT
L. 405 P. 1052
(REPUTED OWNER)
EMMONS, ROLAND H
TM# 01-2-04
L. 866 P. 74
(REPUTED OWNER)
BROWN, ANTHONY C
TM# 01-2-05.1
L. 903 P. 43
(REPUTED OWNER)
BLOSSOM, LINDA J
TM# 01-2-03
L. 923 P. 1
(REPUTED OWNER)
GRAHAM, LAUREN
TM# 01-2-02
L. 788 P. 29
(REPUTED OWNER)
AHOUSE, WESLEY
TM# 01-1-09
L. 905 P. 121
(REPUTED OWNER)
NELSON, CHRISTOPHER
TM# 01-1-10
L. 639 P. 52
(REPUTED OWNER)
MARION, RICHARD
TM# 01-1-11
L. 821 P. 65
(REPUTED OWNER)
DAY, JASON F
TM# 01-1-12
L. 825 P. 198
(REPUTED OWNER)
COVERT, MICHAEL P
TM# 01-1-13
L. 325 P. 200
(REPUTED OWNER)
VILLAGE OF INTERLAKEN
TM# 01-1-14
DW-19
DW-20
DW-21
DW-22DW-22
TIE INTO EXISTING CONCRETE SIDEWALK
KNIG
HT ST
REET
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
#8379
#8385
#8387
#8393
B-019
#8382
B-020
#8384
B-021#8388
B-022
#8392
B-023#8398
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE TO GNP-04 MATCH LINE TO GNP-07
MAT
CH LIN
E T
O
GNP-06
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-05
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
13
D034006
1
23
4
6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
RIGHT-OF-WAY
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
HIGHWAY WORK PERMIT
A.
375565_cph_gn
p_05_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
CC
M 73-2
16
&
RE
COR
D PLA
N F
ARC 58-12
2OF P
AVE
ME
NT
AND
CC
M 36-48,
CC
M 37-16,
CC
M 68-10
2,
APPR
OX. 50'
WID
E STREET
BD
Y.
BASE
D
ON
ALIG
NME
NT
ON NYSDOT RECORD PLAN FARC 58-122APPROX. HIGHWAY BOUNDARY BASED
L. 530 P. 142
(REPUTED OWNER)
ADAMS-COMPTON, JAMES
TM# 01-2-01L. 900 P. 259
(REPUTED OWNER)
THOMPSON, BRIAN A
TM# 01-2-57
L. 618 P. 50
(REPUTED OWNER)
JABAJI, DENISE I
TM# 01-2-56
L. 723 P. 259
(REPUTED OWNER)
PAPPERMAN, NINA
TM# 01-2-55
L. 377 P. 154
(REPUTED OWNER)
BARROWS, HOWARD
TM# 01-2-54
L. 638 P. 185
(REPUTED OWNER)
WING, BRAMAN
TM# 01-2-53
L. 375 P. 1026
(REPUTED OWNER)
CRANE, STEVEN W SR
TM# 01-1-07
L. 361 P. 883
(REPUTED OWNER)
MILLER, ELEANOR
TM# 01-1-08
L. 391 P. 992
(REPUTED OWNER)
HUBBARD, SARAH G
TM# 04-1-06
L. 830 P. 60
(REPUTED OWNER)
JOHNSON, MICHAEL R
TM# 04-1-07.1
L. 893 P. 268
(REPUTED OWNER)
LOCAL REVITALIZATION SOLUTIONS
TM# 04-1-07.2 L. 491 P. 349
(REPUTED OWNER)
PERRY, DALE W
TM# 04-1-08
DW-23
DW-24
DW-25 DW-26
DW-27 DW-28 DW-29
OF CROSSWALK
360 FT ADVANCED
WIDTH LESS THAN 3 FT WIDE
ASPHALT SNOW STORAGE
TIE INTO EXISTING CONCRETE SIDEWALK
WHITE CROSSWALK TYPE LS (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
ASPHALT DRIVEWAY
TIE INTO EXISTING
SH 5589, LODI - INTERLAKENROUTE 96A, WEST AVENUE
ST
REET
KNIG
HT
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050515 CURB RAMP (TYPE 05) (CR-06)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050115 CURB RAMP (TYPE 01) (CR-08)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01051015 CURB RAMP (TYPE 10) (CR-07)
18" STOPBAR WSL-B (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
B-024
#8400
B-025
#3567
B-026
#3575
B-027
#3591
B-028 B-029
#3593
B-030
#3597
#3601
B-031
#3589
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
ASPHALT DRIVEWAY.
TIE INTO EXISTING
WIDTH LESS THAN 3 FT WIDE
ASPHALT SNOW STORAGE
5-1
5-2
POST STRIPS - 1
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 1
W11-2 - 30" X 30"
SIGNS AND SUPPORTS
ITEM 645.86000015-
POST STRIPS - 1
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 1
W16-7P - 24" X 12"
W11-2 - 30" X 30"
SIGNS AND SUPPORTS
ITEM 645.86000015-
5-3
INCLUDED IN BASE BID. SEE BID SCHEDULE WITHIN PROPOSAL DOCUMENT.
NOTE: ALL OTHER AREAS AND ITEMS NOT INDICATED AS BID ALTERNATE 1 SHALL BE
AREA AND ITEMS INCLUDED IN BID ALTERNATE 1.
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE GNP-07 MATCH LINE GNP-08
MATC
H LIN
E
GNP-12
MAT
CH LIN
E
GNP-05
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-06
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
14
D034006
1
23
4
5
7 8 9
1112
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
ROUTE 96 AND ROUTE 96A.
BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT HIGHWAYS
OFFICE PRIOR TO CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL
375565_cph_gn
p_06_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
CC
M 06-65
&
RE
COR
D PLA
N F
ARC 58-12
2ALIG
NME
NT
OF P
AVE
ME
NT
AND
CC
M 13-8
7,
APPR
OX. 50'
WID
E STREET
BD
Y.
BASE
D
ON
ON NYSDOT RECORD PLAN FARC 58-122APPROX. HIGHWAY BOUNDARY BASED
L. 720 P. 266
(REPUTED OWNER)
UYENO, NANCY
TM# 01-2-52
L. 490 P. 345
(REPUTED OWNER)
BREWER, JOHN L
TM# 01-2-51
L. 894 P. 278
(REPUTED OWNER)
MASLOSKI, ARTHUR
TM# 01-2-50
L. 384 P. 294
(REPUTED OWNER)
JOHNSON, JANET G
TM# 01-2-48
L. 867 P. 147
(REPUTED OWNER)
PORTEOUS, KENNETH
TM# 01-2-49
L. 691 P. 240
(REPUTED OWNER)
BEENEY , CRAIG N
TM# 01-2-28.1
L. 699 P. 236
(REPUTED OWNER)
BEENEY, CRAIG
TM# 01-2-25.2
L. 913 P. 317
(REPUTED OWNER)
PEPPER, JOSEPH
TM# 01-2-27
L. 577 P. 304
(REPUTED OWNER)
RICHARDSON, RICHARD C
TM# 01-2-25.1
L. 901 P. 105
(REPUTED OWNER)
MCDONALD, JAMES R
TM# 01-2-30
L. 614 P. 265
(REPUTED OWNER)
RICHARDSON, RICHARD
TM# 01-2-31 L. 918 P. 16
(REPUTED OWNER)
8398 MAIN ST LAND TRUST
TM# 01-2-24
L. 279 P. 292
(REPUTED OWNER)
JERGER, LOUIS F JR
TM# 04-1-10
L. 754 P. 313
(REPUTED OWNER)
BAIER, KRISTINA M
TM# 04-1-11
L. 363 P. 622
(REPUTED OWNER)
NIHILL, JOHN M
TM# 04-1-14
(REPUTED OWNER)
FIRST BAPTIST CHURCH
TM# 04-1-13
L. 709 P. 58
(REPUTED OWNER)
BOYES, ALLICE VIRGINIA
TM# 04-1-12
DW-30
DW-32
DW-33
DW-31
DW-33
REMOVE EXISTING SIGN S1-1
SIGN AND SUPPORTS
ITEM 645.86000015-
WHITE CROSSWALK TYPE LS (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
TIE INTO EXISTING ASPHALT DRIVEWAY
TIE INTO EXISTING CONCRETE SIDEWALK
CONCRETE SIDEWALK
TIE INTO EXISTING
TIE INTO EXISTING CONCRETE SIDEWALK
18" STOPBAR WSL-B (TYP)
PAVEMENT MARKINGS
ITEM 685.20000015
DETECTABLE WARNING UNIT
(CR-11) WITH CAST IRON
CURB RAMP (TYPE 03)
ITEM 608.01050015
RO
UTE 96,
MAIN ST
REET
ROUTE 96A, WEST AVENUE
SH 5589, LODI - INTERLAKEN
ROUTE 96A, WEST AVENUE
SH 5589, LODI - INTERLAKEN
SE
NE
CA ST
REET
SH 5446, IN
TE
RL
AKE
N - T
RU
MA
NS
BUR
G
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050015 CURB RAMP (TYPE 9) (CR-09)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050115 CURB RAMP (TYPE 01) (CR-10)
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
HAIR CLINIC (SALON)
FIRST BAPTIST CHURCH
B-032
#3605
B-033
#3610
#3609B-034
#3615
B-035
#3618
#3616
#8398
#8394
B-037
#8397
B-036
#3619
#8406/8408
CONCRETE SIDEWALK (TYP)
ITEM 608.01100015 4 FT
CONCRETE SIDEWALK (TYP)
ITEM 608.01100015 4 FT
LESS THAN 3 FT WIDE
ASPHALT SNOW STORAGE WIDTH
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
S1-1 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
CONCRETE SIDEWALK (TYP)
ITEM 608.01100015 4 FT
6-1
6-3
POST STRIPS - 1
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 1
W16-7P - 24" X 12"
W11-2 - 30" X 30"
SIGNS AND SUPPORTS
ITEM 645.86000015-
6-2 INCLUDED IN BASE BID. SEE BID SCHEDULE WITHIN PROPOSAL DOCUMENT.
NOTE: ALL OTHER AREAS AND ITEMS NOT INDICATED AS BID ALTERNATE 1 SHALL BE
AREA AND ITEMS INCLUDED IN BID ALTERNATE 1.
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE GNP-02
MATCH LINE GNP-06
MA
TC
H
LIN
E
GN
P-04
MA
TC
H
LIN
E
GN
P-08
1
23
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
MATCH LINE GNP-05
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-07
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
15
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
IS DUE TO WORK ON NYSDOT HIGHWAYS ROUTE 96 AND ROUTE 96A.
CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO
375565_cph_gn
p_07_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
CC
M 06-65
&
RE
COR
D PLA
N F
ARC 58-12
2ALIG
NME
NT
OF P
AVE
ME
NT
AND
CC
M 13-8
7,
APPR
OX. 50'
WID
E STREET
BD
Y.
BASE
D
ON
L. 523 P. 278
(REPUTED OWNER)
SNYDER, ALAN
TM# 01-2-42
L. 540 P. 96
(REPUTED OWNER)
BARR, KEVIN R
TM# 01-2-43
L. 722 P. 98
(REPUTED OWNER)
PORTER, JOSEPH F
TM# 01-2-44
L. 751 P. 191
(REPUTED OWNER)
WARD, DOUGLAS
TM# 01-2-45
L. 680 P. 163
(REPUTED OWNER)
KELFS, JON C
TM# 01-2-46
L. 712 P. 8
(REPUTED OWNER)
MACINTYRE, ROSS
TM# 01-2-47
L. 671 P. 145
(REPUTED OWNER)
BURNS, DEBORA J
TM# 01-2-32
L. 702 P. 30
(REPUTED OWNER)
SCOTT , ELAINE
TM# 01-2-33
L. 812 P. 118
(REPUTED OWNER)
LANKFORD, TRAVIS
TM# 01-2-34.1
L. 366 P. 21
(REPUTED OWNER)
BULLIVANT, ALTA
TM# 01-2-35
L. 599 P. 33
(REPUTED OWNER)
BUTTERER, PHILIP
TM# 01-2-36
L. 657 P. 61
(REPUTED OWNER)
SEPE, YVONNE
TM# 01-2-37
L. 771 P. 46
(REPUTED OWNER)
MCCHEYNE, ELIZABETH
TM# 01-2-38
L. 886 P. 141
(REPUTED OWNER)
MCCHEYNE, ELIZABETH
TM# 01-2-39
L. 853 P. 124
(REPUTED OWNER)
ROGERS, DAVID L
TM# 01-2-15
L. 599 P. 36
(REPUTED OWNER)
KEMPF, FRANK B JR
TM# 01-2-17
(REPUTED OWNER)
INTERLAKEN PUBLIC LIBRARY
TM# 01-2-20
L. 373 P. 1401
(REPUTED OWNER)
MAJEWSKI, ZBIGNIEW
TM# 01-2-21
L. 194 P. 350
(REPUTED OWNER)
TRUMANSBURG HOME TELEPHONE CO
TM# 01-2-22
(REPUTED OWNER)
MASONIC HALL ASSOCIATION
TM# 01-2-23
DW-34
DW-35
DW-36
DW-37
DW-39
DW-40
DW-38
DW-34
DW-35
DW-36
DW-37
DW-39
DW-40
DW-38
TIE INTO EXISTING CONCRETE SIDEWALK
SE
NE
CA ST
REET
RO
UTE 96,
MAIN ST
REET
SH 5446, IN
TE
RL
AKE
N - T
RU
MA
NS
BUR
G
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
#8378
#8377
B-044
#8394
#8395
B-038
B-039
#8391
B-040#8389
#8385
B-041
#8383
B-042
#8381B-043
#8390
#8386
#8384
#8380
ITEM 608.01100015 4 FT CONCRETE SIDEWALK (TYP)
INCLUDED IN BASE BID. SEE BID SCHEDULE WITHIN PROPOSAL DOCUMENT.
NOTE: ALL OTHER AREAS AND ITEMS NOT INDICATED AS BID ALTERNATE 1 SHALL BE
AREA AND ITEMS INCLUDED IN BID ALTERNATE 1.
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE GNP-11
MATCH LINE GNP-02
MA
TC
H
LIN
E
GN
P-07
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-08
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
375565_cph_gn
p_08.d
gn
MA
TC
H
LIN
E
GN
P-09
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
16
D034006
RIGHT-OF-WAY
1
23
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
HIGHWAY WORK PERMIT
A.
AND
CC
M 39-7
&
CC
M 93-115
ON
ALIG
NME
NT
OF SID
EW
ALK
SAPPR
OX. 66'
WID
E STREET
BD
Y.
BASE
D
ON REAL PROPERTY INFORMATIONAPPROX. 31.5' WIDE STREET BDY. BASED
L. #N/
A P. #N/
AT
M#
02-1-0
3.1
#N/
A #N/
A
#N/
A P. #N/
AT
M#
02-1-0
3.2 L.
L. 443 P. 207
(REPUTED OWNER)
BATTY, TIMOTHY R
TM# 03-1-28
L. 733 P. 232
(REPUTED OWNER)
8395 INTERLAKEN KEEFER FAMILY
TM# 03-1-29
L. 271 P. 349
(REPUTED OWNER)
WYCKOFF, PAUL W
TM# 03-1-30
L. 440 P. 186
(REPUTED OWNER)
SISANA, SITHA
TM# 03-1-27
L. 394 P. 1071
(REPUTED OWNER)
HUYLER, CHARLOTTE
TM# 02-1-62
L. 875 P. 79
(REPUTED OWNER)
COVERT, MICHAEL P
TM# 02-1-61
L. 821 P. 321
(REPUTED OWNER)
MOORE, AMANDA S
TM# 02-1-66
L. 746 P. 279
(REP
UTE
D
OW
NE
R)
COVE
RT,
DANIE
L T
M#
02-1-0
2
L. 530 P. 86
(REPUTED OWNER)
VILLAGE OF INTERLAKEN
TM# 02-1-01
L. 681 P. 51
(REPUTED OWNER)
OUCKAMA, CAMILLE MAUREEN
TM# 02-1-04
L. 898 P. 132
(REPUTED OWNER)
JARAMILLO, IVAN
TM# 02-1-06
L. 821 P. 321
(REPUTED OWNER)
MOORE, AMANDA S
TM# 02-1-65
L. 759 P. 278
(REPUTED OWNER)
FERRIS, ROXANNE LYNN
TM# 02-1-64
(REP
UTE
D
OW
NE
R)
VILLA
GE
OF IN
TE
RLA
KE
N
TM#
02-1-6
3
L. 427 P. 148
(REPUTED OWNER)
VILLAGE OF INTERLAKEN
TM# 03-1-01
L. 899 P. 332
(REPUTED OWNER)
MCGILL PROPERTIES LLC
TM# 03-1-02 L. 225 P. 249
(REPUTED OWNER)
VILLAGE OF INTERLAKEN
TM# 03-1-05 L. 509 P. 154
(REPUTED OWNER)
MCGUANE, ANNE
TM# 03-1-06
L. 402 P. 405
(REPUTED OWNER)
COMMUNITY, BANK NA
TM# 03-1-03
L. 402 P. 405
(REPUTED OWNER)
COMMUNITY, BANK NA
TM# 03-1-11
L. 899 P. 332
(REPUTED OWNER)
MCGILL PROPERTIES LLC
TM# 03-1-02
L. 396 P. 178
(REPUTED OWNER)
CLOYES, LOREN B
TM# 03-1-12
L. 759 P. 230
(REPUTED OWNER)
MCDONALD, JAMES R
TM# 03-1-10
L. 759 P. 233
(REPUTED OWNER)
MCDONALD, JAMES R
TM# 03-1-09
L. 698 P. 186
(REPUTED OWNER)
CALDWELL, BONITA M
TM# 03-1-07
L. 456 P. 274
(REPUTED OWNER)
PORTER, JOAN
TM# 03-1-08
L. 812 P. 107
(REPUTED OWNER)
BANFIELD, BARRY L
TM# 03-1-15
DW-45 DW-46 DW-47
DW-48
DW-49
DW-50
DW-52
DW-53
DW-51
DW-44
DW-54
CONCRETE SIDEWALK
TIE INTO EXISTING
TIE INTO EXISTING CONCRETE SIDEWALK
CONCRETE SIDEWALK
TIE INTO EXISTING
CONCRETE SIDEWALK
TIE INTO EXISTING
CONCRETE SIDEWALK
TIE INTO EXISTING
RAILROAD STREETRAILROAD STREET
PR
OSPE
CT ST
REET
PR
OSPE
CT ST
REET
RAILROAD STREET
IRON DETECTABLE WARNING UNIT
(TYPE 09) (CR-15) WITH CAST
ITEM 608.01050015 CURB RAMP
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01051115 CURB RAMP (TYPE 09) (CR-14)
(CR-13) WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050015 CURB RAMP (TYPE 03)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050115 CURB RAMP (TYPE 01) (CR-12)
IRON DETECTABLE WARNING UNIT
(TYPE 01) (CR-16) WITH CAST
ITEM 608.01050115 CURB RAMP
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHITE CROSSWALK TYPE S (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
#8381
BANK
COMMUNITY
#8393
#3641
#3643#3645
INTERLAKEN
OF
VILLAGE
B-063
B-064
B-065
#8373
#8373
B-046
B-047B-048
#8387
#8385
B-049
#3665
#8378
B-050
#3673
#3676
B-0
51
#8379
#8395
#8399
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015 CONCRETE SIDEWALK (TYP)
ITEM 608.01100015 4 FT
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
WARNING UNIT (CAST IRON)
EMBEDDED DETECTABLE
ITEM 608.21
WARNING UNIT (CAST IRON)
EMBEDDED DETECTABLE
ITEM 608.21
12/23/19
3
67
L1011
GRID
NORTH
0 25 50 75 100'25
1" = 50'
MATCH LINE GNP-11
MATC
H LIN
E
GNP-10
MAT
CH LIN
E
GNP-08
MAT
CH LIN
E
GNP-11
1
23
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-09
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
RIGHT-OF-WAY
D.
C.
B.
A.
EXPENSE (STANDARD SPECIFICATIONS SECTION 107-08 AND 107-13).
DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR
107-13).
PERMISSION FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION 105-15 AND
OUTSIDE OF THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN
THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS
THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE CONTRACTOR.
INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY ENHANCEMENT, WILL BE PROVIDED BY
ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY,
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR
INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).
PROJECT ENGINEER FOR DEFINITIVE BOUNDARY DETERMINATIONS BEFORE ANY WORK MAY BE
CONTRACT CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE
OF ANY FENCES OR PROTECTIVE BARRIER.
MANAGEMENT; GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION
OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND
PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS; STORAGE
SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL WORK IS BEING
RIGHT-OF-WAY (ROW) IN ACCORDANCE WITH SECTION 105-15 OF THE STANDARD
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC
17
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
96A.
AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT HIGHWAYS ROUTE 96 AND ROUTE
PRIOR TO CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE
R.
WIL
DE
R,
P.E.
375565_cph_gn
p_09_
Alt
_Bid
_01.d
gn
AND CCM 08-193, CCM 10-186 & CCM 12-228ALIGNMENT OF SIDEWALKSAPPROX. 66' WIDE STREET BDY. BASED ON
AND CCM 08-193, CCM 10-186 & CCM 12-228ALIGNMENT OF SIDEWALKSAPPROX. 66' WIDE STREET BDY. BASED ON
L. 574 P. 272
(REPUTED OWNER)
BISHOP, WILLIAM D
TM# 03-1-31
L. 527 P. 80
(REPUTED OWNER)
NICKERSON, TIMOTHY J
TM# 03-1-34
L. 703 P. 130
(REPUTED OWNER)
STANNARD, PHILLIP N
TM# 03-1-35
L. 373 P. 885
(REPUTED OWNER)
STANNARD, PHILIP
TM# 03-1-36
L. 700 P. 336
(REPUTED OWNER)
KUCINSKI, DONALD A
TM# 03-1-45
L. 887 P. 208
(REPUTED OWNER)
ALARMTECH SYSTEMS LLC
TM# 02-1-59
L. 672 P. 107
(REPUTED OWNER)
SMITH, RICHARD
TM# 02-1-58.1
L. 821 P. 136
(REPUTED OWNER)
HALL, MARK
TM# 02-1-57
L. 464 P. 51
(REPUTED OWNER)
BETZLER, DONALD F
TM# 02-1-56 L. 779 P. 269
(REPUTED OWNER)
KEMPF, CHRISTOPHER
TM# 02-1-60
DW-55
DW-56 DW-57DW-58
DW-59
DW-60
DW-61
TIE INTO EXISTING ASPHALT DRIVEWAY.
LE
RO
Y ST
REET
RAILROAD STREET
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
B-062
B-061
B-060
B-074
#8400
B-073
B-059
#3679
#3687
#3695
#3682
#3686
#3690
#8406
#3692
#8405
#8401
#8397
#3704
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
12/23/19
11
50
L1008
GRID
NO
RT
H
MATCH LIN
E GNP-0
9
0 25 50 75 100'25
1" = 50'
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
S.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
GNP-10
K.
PHIL
LIP
SK.
PHIL
LIP
SRIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
18
D034006
1
2
3 45
67
8
911
12
10
13
PLAN SHEET LAYOUT
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAYS ROUTE 96 AND ROUTE 96A.
THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR TO CONSTRUCTION AND
HIGHWAY WORK PERMIT
A.
375565_cph_gn
p_10 _
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
ON
NYS
DOT
RE
COR
D PLA
N F
ASS 69-0
5APPR
OX.
STREET
BOUND
AR
Y
BASE
D
AND CCM 12-228 & CCD L.691 P.129ON ALIGNMENT OF WEST SIDEWALKAPPROX. 49.5' WIDE STREET BDY. BASED
L.
859
P.
229
(RE
PU
TE
D
OW
NE
R)
DIE
HL, J
AN
ET
TM# 03-1-4
6
(RE
PU
TE
D
OW
NE
R)
NYS
EG
TM# 03-1-4
8
L.
464
P.
51
(RE
PU
TE
D
OW
NE
R)
BE
TZ
LE
R,
DO
NA
LD
F
TM# 02-1-5
6
L.
464
P.
51
(RE
PU
TE
D
OW
NE
R)
BE
TZ
LE
R,
DO
NA
LD
F
TM# 02-1-5
6
L.
711
P.
348
(RE
PU
TE
D
OW
NE
R)
FOS
TE
R,
ED
WIN
B
TM# 02-1-5
5.1
L.
718
P.
203
(RE
PU
TE
D
OW
NE
R)
TIM
ES
TRIB
UN
E
LLC
TM# 02-1-5
4
L.
797
P.
163
(RE
PU
TE
D
OW
NE
R)
WE
LS
ER,
MA
TT
HE
W
R
TM# 02-1-5
3
L.
701
P.
177
(RE
PU
TE
D
OW
NE
R)
TR
AVIS,
MA
CK
TM# 02-1-5
2
(RE
PU
TE
D
OW
NE
R)
NYS
EG
TM# 02-1-5
1
DW-62
DW-63
DW-64
DW-65
DW-64
CONCRETE SIDEWALK
TIE INTO EXISTING
TIE INTO EXISTING ASPHALT DRIVEWAY.
ITEM 619.27 RELOCATE MAILBOX.
GENEVA STREET
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
B-076
B-077
B-075
#3701
B-058
#8385
B-056
#8372
B-057#8378
B-055
#8366
B-054
#8362
#3711
#3717
CAYUGA STREET
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
12/23/19
8
218
85
L1006
GRID
NORTH
0 25 50 75 100'25
1" = 50'
1
23
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
MATCH LIN
E GNP-12
MATCH LINE GNP-08
MATCH LINE GNP-09MA
TC
H
LIN
E
GN
P-09
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-11
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
D.
C.
B.
A.
19
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
HIGHWAYS ROUTE 96 AND ROUTE 96A.
BE CONTACTED AT 315-428-4382. THIS IS DUE TO WORK ON NYSDOT
OFFICE PRIOR TO CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL
RIGHT-OF-WAY
107-08 AND 107-13).
REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS SECTION
INJURIES OR DAMAGES SHALL BE SATISFACTORILY REPAIRED OR ITEMS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH
107-13).
FROM THE PROPERTY OWNER (STANDARD SPECIFICATIONS SECTION 105-15 AND
RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION
NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF THE
INSTANCE ARE TO BE SECURED BY THE CONTRACTOR. THE CONTRACTOR SHALL
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO
RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
RELEASES FOR ANY NON-ESSENTIAL CONTRACT WORK OUTSIDE OF THE EXISTING
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS,
(STANDARD SPECIFICATIONS SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS
MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
WHEN THE CONTRACT CALLS FOR WORK IN THOSE VICINITIES, THE CONTRACTOR
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY
PROTECTIVE BARRIER.
THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR
LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT; GRADING, SEEDING AND
VEHICLE ACCESS; STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE;
WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO
STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF THAT ALL
PUBLIC RIGHT-OF-WAY (ROW) IN ACCORDANCE WITH SECTION 105-15 OF THE
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE
R.
WIL
DE
R,
P.E.
375565_cph_gn
p_11_
Alt
_Bid
_01.d
gn
AND CCM 08-133, CCM 08-196 & CCD BK.857 PG.151APPROX. 60' WIDE STREET BDY. BASED ON ALIGNMENT OF SIDEWALKS
AND
CC
M 39-7
&
CC
M 93-115
ON
ALIG
NME
NT
OF SID
EW
ALK
SAPPR
OX. 66'
WID
E STREET
BD
Y.
BASE
D
L. 893 P. 285
CALKINS, BENJAMIN
TM# 03-1-70
L. 843 P. 226
(REPUTED OWNER)
COONRADT, ROGER
TM# 03-1-72
L. 838 P. 18
(REPUTED OWNER)
KING, WILLIAM A II
TM# 03-1-71
L. 857 P. 148
(REPUTED OWNER)
KOWALSKI, DONNA L
TM# 03-1-69
L. 850 P. 190
(REPUTED OWNER)
COVERT, KATHLEEN E
TM# 03-1-68
L. 780 P. 130
(REPUTED OWNER)
REYNOLDS, ALICIA K
TM# 03-1-66
(REPUTED OWNER)
TOWN OF COVERT
TM# 03-1-41
L. 783 P. 18
(REPUTED OWNER)
HULL, HELEN E
TM# 03-1-40
L. 671 P. 166
(REPUTED OWNER)
BACKNER, CINDY
TM# 03-1-39
L. 757 P.50
(REPUTED OWNER)
NELSON, DIANE B
TM# 03-1-33
L. 358 P. 874
(REPUTED OWNER)
STEWART, HAROLD
TM# 03-1-32
L. 376 P. 125
(REPUTED OWNER)
PESESKY, MARK S
TM# 03-1-25
L. 753 P. 70
(REPUTED OWNER)
ELLIOTT, ROBERT R JR
TM# 03-1-26
L. 440 P. 186
(REPUTED OWNER)
SISANA, SITHA
TM# 03-1-27
L. 751 P. 284
(REPUTED OWNER)
WELLS, BARBARA J
TM# 03-1-23
L. 751
P. 284
(REP
UTE
D
OW
NE
R)
WELLS,
BARB
AR
A J
TM#
03-1-2
3
L. 812 P. 107
(REPUTED OWNER)
BANFIELD, BARRY L
TM# 03-1-15
L. 431 P. 53
(REPUTED OWNER)
KLOPPEL, JON W
TM# 03-1-24
L. 812 P. 107
(REPUTED OWNER)
BANFIELD, BARRY L
TM# 03-1-15
DW-66
DW-67DW-68
DW-69 DW-70
DW-71
LE
RO
Y ST
REET
TIE INTO EXISTING CONCRETE SIDEWALK
CONCRETE SIDEWALK
TIE INTO EXISTING
TIE INTO EXISTING CONCRETE SIDEWALK
ORCHARD STREET
PR
OSPE
CT ST
REET
CLINTON STREET
LE
RO
Y ST
REET
WHICHEVER IS LESS. REPLACE IN KIND.
SAWCUT AT HB OR TO NEAREST JOINT
SIDEWALK EXTENSION TIE-IN
ITEM 608.01050115
B-066
B-067
B-068
B-069
B-070
B-071 B-072
B-085
#8403
#8405
#3675
#3683
#3685
#3689 #3695
#3703
TOWN OF COVERT
#3694
#3688
#3702
#8415
#3667
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
12/23/19
GRID
NORTH
0 25 50 75 100'25
1" = 50'
1
23
4
5 6
7 8 9
1112
10
13
PLAN SHEET LAYOUT
MATC
H LIN
E
GNP-06
MATCH LIN
E GNP-11
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
03SENECA
GNP-12
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
D.
C.
B.
A.
20
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
315-428-4382. THIS IS DUE TO WORK ON NYSDOT HIGHWAYS ROUTE 96 AND ROUTE 96A.
TO CONSTRUCTION AND THE REGIONAL PERMIT ENGINEER IS TO BE CONTACTED AT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S REGIONAL OFFICE PRIOR
RIGHT-OF-WAY
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS SECTIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
375565_cph_gn
p_12_
Alt
_Bid
_01.d
gn
R.
WIL
DE
R,
P.E.
AND CCM 33-3, CCM 73-124 & CCM 93-214 ON ALIGNMENT OF SIDEWALKSAPPROX. 60' WIDE STREET BDY. BASED
ON
NYS
DOT
RE
COR
D PLA
N F
ARC 56-2
0APPR
OX.
HIG
HW
AY
BOUND
AR
Y
BASE
D
L. 837 P. 255
(REPUTED OWNER)
ELLIOTT, RYAN D
TM# 04-1-15
L. 614 P. 160
(REPUTED OWNER)
WHITE, RAYMOND E
TM# 03-1-80
L. 789 P. 176
(REPUTED OWNER)
HESLER, WILLIAM M
TM# 03-1-79
L. 819 P. 312
(REPUTED OWNER)
LUTES, TERRY L
TM# 03-1-78
L. 373 P. 1344
(REPUTED OWNER)
LARSEN, WM M
TM# 03-1-77
L. 809 P. 86
(REPUTED OWNER)
TRUNZO, RONALD M
TM# 03-1-76
(REPUTED OWNER)
ST FRANCIS CATHOLIC CHURCH
TM# 03-1-75
L. 911 P. 294
(REPUTED OWNER)
CRAMER, HANNAH
TM# 03-1-74
L. 381 P. 832
(REPUTED OWNER)
WYCKOFF, JAMES A
TM# 03-1-73
L. 363 P. 622
(REPUTED OWNER)
NIHILL, JOHN M
TM# 04-1-14
L. 907 P. 114
(REPUTED OWNER)
HODGE, DALAINE
TM# 03-1-18
L. 676 P. 300
(REPUTED OWNER)
STAGG, MATTHEW M
TM# 03-1-19
L. 671 P. 73
(REPUTED OWNER)
MCGILL, PENELOPE FAITH
TM# 03-1-20 L. 491 P. 324
(REPUTED OWNER)
HASKIN, ROBERT
TM# 03-1-21
L. 751 P. 284
(REPUTED OWNER)
WELLS, BARBARA J
TM# 03-1-23
L. 873 P. 249
(REPUTED OWNER)
WEEKS, MICHAEL
TM# 03-1-22
L. 595 P. 26
(REPUTED OWNER)
UNITED STATES POSTAL SERVICE
TM# 03-1-17
DW-72 DW-73
DW-74DW-74
DW-75
DW-76
REMOVE EXISTING SIGN S1-1
SIGNS AND SUPPORTS
ITEM 645.86000015-
CONCRETE SIDEWALK
TIE INTO EXISTING
CONCRETE SIDEWALK
TIE INTO EXISTING
CONCRETE SIDEWALK
TIE INTO EXISTING
REMOVE EXISTING CONCRETE.
ITEM 608.01100015
RELOCATE ROUTE MARKER ASSEMBLY.
SIGNS AND SUPPORTS
ITEM 645.86000015-
ORCHARD STREET
RO
UTE 96,
MAIN ST
REET
SH 5446, IN
TE
RL
AKE
N - T
RU
MA
NS
BUR
G
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050015 CURB RAMP (TYPE 03) (CR-17)
CHURCH
CATHOLIC
ST FRANCIS
#8409 U.S. POST OFFICE
B-090
B-089
B-088 B-087
B-086
SALON
HAIR
PENELOPE'S
#8415#3649
#3655 #3659
#3663
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
S1-1 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
12-1
12-2
12-3
12/23/19
GRID
NO
RT
H
0 25 50 75 100'25
1" = 50'
1
2
3 45
67
8
911
12
10
15
PLAN SHEET LAYOUT
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
GNP-13
K.
PHIL
LIP
SK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
VILLAGE OF INTERLAKEN
3755.65
GENERAL PLAN SHEET
03SENECA
RIGHT-OF-WAY
D.
C.
B.
A.
SECTION 107-08 AND 107-13).
SATISFACTORILY REPAIRED OR ITEMS REPLACED AT THE CONTRACTOR'S EXPENSE (STANDARD SPECIFICATIONS
THE CONTRACTOR WILL BE HELD LIABLE FOR ANY DAMAGES DONE, ANY SUCH INJURIES OR DAMAGES SHALL BE
(STANDARD SPECIFICATIONS SECTION 105-15 AND 107-13).
THE RIGHTS-OF-WAY FOR ANY REASON WITHOUT FIRST SECURING WRITTEN PERMISSION FROM THE PROPERTY OWNER
CONTRACTOR. THE CONTRACTOR SHALL NOT INVADE UPON PRIVATE PROPERTIES, LANDS OR BUILDINGS OUTSIDE OF
ENHANCEMENT, WILL BE PROVIDED BY THE PROJECT ENGINEER AND IN NO INSTANCE ARE TO BE SECURED BY THE
CONTRACT WORK OUTSIDE OF THE EXISTING RIGHTS-OF-WAY, INCLUDING PLANTINGS, LANDSCAPING OR DRIVEWAY
IN ACCORDANCE WITH SECTION 107-13 OF THE STANDARD SPECIFICATIONS, RELEASES FOR ANY NON-ESSENTIAL
SECTIONS 105-10 AND 625).
DETERMINATIONS BEFORE ANY WORK MAY BE INITIATED AT THOSE LOCATIONS (STANDARD SPECIFICATIONS
WORK IN THOSE VICINITIES, THE CONTRACTOR MUST CONTACT THE PROJECT ENGINEER FOR DEFINITIVE BOUNDARY
IF CONTRACTOR IS UNABLE TO IDENTIFY THE LIMITS OF THE RIGHTS-OF-WAY WHEN THE CONTRACT CALLS FOR
BARRIER.
GRADING, SEEDING AND THE INSTALLATION OF TURF; AND THE INSTALLATION OF ANY FENCES OR PROTECTIVE
STORAGE OF EQUIPMENT, MATERIALS, DEBRIS AND WASTE; LANDSCAPING; VEGETATION REMOVAL AND MANAGEMENT;
THAT ALL WORK IS BEING PERFORMED WITHIN THE ROW, INCLUDING BUT NOT LIMITED TO VEHICLE ACCESS;
ACCORDANCE WITH SECTION 105-15 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR IS TO ASSURE HIMSELF
ALL WORK TO BE PERFORMED UNDER THIS CONTRACT WILL BE WITHIN THE PUBLIC RIGHT-OF-WAY (ROW) IN
21
D034006
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
HIGHWAY WORK PERMIT
A.
WORK ON NYSDOT HIGHWAYS ROUTE 96 AND ROUTE 96A.
ENGINEER IS TO BE CONTACTED AT 315-428-4382. THIS IS DUE TO
REGIONAL OFFICE PRIOR TO CONSTRUCTION AND THE REGIONAL PERMIT
A HIGHWAY WORK PERMIT WILL BE REQUIRED THROUGH NYSDOT'S
R.
WIL
DE
R,
P.E.
375565_cph_gn
p_13_
Alt
_Bid
_01.d
gn
ON NYSDOT RECORD PLAN FARC 56-20APPROX. HIGHWAY BOUNDARY BASED
L. 618 P. 238
(REPUTED OWNER)
CAWARD LIVING TRUST
TM# 04-1-18
L. 409 P. 410
(REPUTED OWNER)
KEITH, JOHN V
TM# 04-1-19
L. 389 P. 115
(REP
UTE
D
OW
NE
R)
KEIT
H, JO
HN
V
TM#
04-1-2
0
L. 845 P. 266
(REPUTED OWNER)
PECK, ROBIN
TM# 04-1-21
L. 894 P. 231
(REPUTED OWNER)
WEBER, JAMIE
TM# 04-1-22
L. 797 P. 87
(REPUTED OWNER)
LORENZUT, WALTER H
TM# 04-1-23.2
L. 582 P. 47
(REPUTED OWNER)
SAPERSTEIN, RICHARD S
TM# 04-1-23.1
(REPUTED OWNER)
VILLAGE OF INTERLAKEN
TM# 03-1-87
L. 647 P. 116
(REPUTED OWNER)
TOWN OF COVERT
TM# 03-1-86
L. 861 P. 1
(REPUTED OWNER)
O'PRAY, TERENCE
TM# 03-1-85
L. 620 P. 271
(REPUTED OWNER)
ANDREW, SCOTT A
TM# 03-1-84
OF CROSSWALK
360 FT ADVANCED
TIE INTO EXISTING CONCRETE SIDEWALK
TIE INTO EXISTING CONCRETE SIDEWALK
WHITE CROSSWALK TYPE LS (TYP)
ITEM 685.20000015 PAVEMENT MARKINGS
ROUTE 96, MAIN STREET
SH 5446, INTERLAKEN - TRUMANSBURG
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01050115 CURB RAMP (TYPE 01) (CR-18)
WITH CAST IRON DETECTABLE WARNING UNIT
ITEM 608.01051115 CURB RAMP (TYPE 11) (CR-19)
#8440
#8454 #8456 #8458
#8463
#8453
#8466
LEGION
AMERICAN
#8469
4 FT CONCRETE SIDEWALK (TYP)
ITEM 608.01100015
13-2
13-1
13-3
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
W11-2 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
W/ 1 REFLECTIVE SIGN POST
SIGN AND SUPPORTS
ITEM 645.86000015-
W11-2 - 30" X 30"
POST STRIPS - 4
RETROREFLECTIVE SIGN
TYPE A SIGN POSTS - 2
W16-7PR - 24" X 12"
W16-7P - 24" X 12"
W11-2 - 2 @ 36" X 36"
SIGNS AND SUPPORTS
ITEM 645.86000015-
12/23/19
AHEAD
23-
DE
C-2019 10:1
6
eburton
BRIDGES CULVERTSPIN
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
ON:
AFFIX SEAL:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
ON:
ALTERED BY:
SHALL STAMP THE DOCUMENT AND INCLUDE THE NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.
TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR
IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT, OR LAND SURVEYOR,
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
NONE
OVERHEAD SIGN NUMBER ( SIN )
SIGNING NOTES:
645.86000015
117.0 SF
13
10
1
(SEE NOTE 3)
(SEE NOTE 3)
(SEE NOTE 2)
& COLOR
DESIGNATIONLOCATION TEXT ITEM
SIZE
AREA
PAYMENT AREA
PAYMENT AREA
TOTAL
645.86000015
6.25 SF 62.5 SF
6.25 SF
645.86000015
12
645.86000015W16-7P
8
645.86000015
vSHEETS OR SIGN FACE LAYOUTS.
3. THE AREA AND PAYMENT AREA FOR SIGNS ARE FROM THE APPLICABLE STANDARD
2. THE COLOR IS ONLY SHOWN WHEN THERE IS AN OPTION THAT MUST BE SPECIFIED.
vMUTCD AND NYS SUPPLEMENT.
vINSTALL NEW SIGNS AND RELOCATE EXISTING SIGNS IN ACCORDANCE WITH THE
1. SIGN LOCATIONS AS SHOWN ON PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL
D034006
SDS-01
22
K.
PHIL
LIP
SR.
WIL
DE
RK.
PHIL
LIP
SS.
GO
DA
VA
RT
HY
S.
GO
DA
VA
RT
HY
K.
PHIL
LIP
SR.
SA
WC
ZA
K
SRTS SIDEWALK/RAMP IMPROVEMENT CONTRACT
INTERLAKEN CENTRAL SCHOOL
SOUTH SENACA ELEMENTARY SCHOOL SIDEWALKS
VILLAGE OF INTERLAKEN
3755.65
SIGN DATA SHEETUTILITY QUALITY LEVEL D
03SENECA
375565_cph_
mst_02.d
gn
36" X 36"
9.0 SF
9.0 SF
30" X 30"
24" X 12" 2.0 SF
2.0 SF
24.0 SF
24" X 12" 2.0 SF
2.0 SF
16.0 SF
24" X 12" 2.0 SF
2.0 SF
12-1, 12-2, 12-3
1-1, 1-2, 1-3, 6-3,
S1-1
W11-2
W16-9
W16-7PR
1-1
13-2
12-2, 12-3, 13-1,
1-2, 1-3, 6-3, 12-1,
13-3
6-2, 13-1, 13-2,
5-1, 5-2, 5-3, 6-1,
2.0 SF
13-2
12-2, 12-3, 13-1,
6-1, 6-2, 6-3, 12-1,
1-2, 1-3, 5-2, 5-3,
12/23/19
Recommended