5/15/2019

4 8 8

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-

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E

NA

ME

=

DA

TE/

TI

ME

=

US

ER

=eburton

CONTRACT NUMBER

DRAWING NO.

SHEET NO.

BRIDGES CULVERTSPIN

JO

B

MA

NA

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N

SU

PE

RVIS

OR

COUNTY:

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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)

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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

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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) *

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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

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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

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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

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R.

WIL

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ON

NYS

DOT

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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

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DIE

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TM# 03-1-4

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(RE

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NYS

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TM# 03-1-4

8

L.

464

P.

51

(RE

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TM# 02-1-5

6

L.

464

P.

51

(RE

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BE

TZ

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TM# 02-1-5

6

L.

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P.

348

(RE

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TM# 02-1-5

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203

(RE

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TIM

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TM# 02-1-5

4

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797

P.

163

(RE

PU

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WE

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MA

TT

HE

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TM# 02-1-5

3

L.

701

P.

177

(RE

PU

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TR

AVIS,

MA

CK

TM# 02-1-5

2

(RE

PU

TE

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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

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NA

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N

SU

PE

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OR

COUNTY:

PR

OJ

EC

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MA

NA

GE

RD

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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-

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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-

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eburton

BRIDGES CULVERTSPIN

JO

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COUNTY:

PR

OJ

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NA

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RD

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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