PIN 4BNY.62 Carney Hollow Road Plans 2025-2-7.pdf

02/07/2025

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

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IC

H A

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C.I.N. 60000911

C

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F O

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F F

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A E

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LA-1

NONE

STANDARD SYMBOL ABC-1

ABUT

AOBE

ASPH

BDY

BLDG

BM

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

POR

RR

RTE

ROW

ROW W/A

ROW WO/A

RW

SH

SHLDR

SPK

ST

STK

STY

SW

TE

TO

U/G

WW

REPLACE ABBREVIATION "AB" WITH:

AH

CP

DA

DM

DN

FH

PA

PH

PT

RP

SP

TP

REPLACE ABBREVIATION "C" IN CATEGORIES:

DA, DM, DN AND FH WITH:

B

C

D

F

K

W

X

BB

BC

BO

CAP

CB

CIP

CMP

CP

CSP

CULV

DMH

DR

D'XING

EL, ELEV

ES

INV

MH

MHW

MLW

PE

SICPP

RCP

TB

TC

TG

VCP

AH

AZ

BK

BRG

e

E

EQ

EXT

HCL

HSD

L

LT

LS

LVC

MO

M

PC

PI

POL

PT

PVC

PVI

PVT

R

RT

SSD

STA

T

TGL

VC

CO

E

EMH

G

GP

GSB

GV

HYD

LP

LPG

NPS

PP

SA

SMH

ST

T

TCB

TEL P

TMH

CTV

UT

W

WSB

WV

= CLEAN OUT

= ELECTRIC

= ELECTRIC MANHOLE

= GAS

= GUY POLE

= GAS SERVICE BOX (HOUSE LINE)

= GAS VALVE (MAIN LINE)

= HYDRANT

= LIGHT POLE

= LOW PRESSURE GAS

= NOMINAL PIPE SIZE

= POWER POLE

= SANITARY SEWER

= SANITARY MANHOLE

= STORM SEWER

= TELEPHONE

= TRAFFIC CONTROL BOX

= TELEPHONE POLE

= TELEPHONE MANHOLE

= CABLE TELEVISION

= UNDERGROUND TELEPHONE

= WATER

= WATER SERVICE BOX (HOUSE LINE)

= WATER VALVE (MAIN LINE)

= HAND AUGER

= CONE PENETROMETER

= DRILLING MUD

= HOLLOW FLIGHT AUGER

= POWER AUGER

= PROBE

= PERCOLATION TEST HOLE

= SEISMIC POINT

= TEST PIT

= BRIDGE

= CUT

= DAM

= FILL

= CULVERT

= WALL

= ABUTMENT

= AS ORDERED/DETERMINED BY ENGINEER

= ASPHALT

= BOUNDARY

= BUILDING

= BENCH MARK

= 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

= RIGHT OF WAY WITH ACCESS

= RIGHT OF WAY WITHOUT ACCESS

= RETAINING WALL

= STATE HIGHWAY

= SHOULDER

= SPIKE

= STREET

= STAKE

= STORY

= SIDEWALK

= TEMPORARY EASEMENT

= TEMPORARY OCCUPANCY

= UNDERGROUND

= WING WALL

N&R = NAIL AND RED

= BOTTOM OF BANK (STREAM)

= BOTTOM OF CURB

= BOTTOM OF OPENING

= CORRUGATED ALIMINUM PIPE

= CATCH BASIN

= CAST IRON PIPE

= CORRUGATED METAL PIPE

= CONCRETE PIPE

= CORRUGATED STEEL PIPE

= CULVERT

= DIAMETER

= DRAINAGE MANHOLE

= DRAINAGE STRUCTURE

= DITCH CROSSING

= ELEVATION

= END SECTION

= INVERT

= MANHOLE

= MEAN HIGH WATER

= MEAN LOW WATER

= POLYETHYLENE

= SMOOTH INTERIOR CORRUGATED PE PIPE

= REINFORCED CONCRETE PIPE

= TOP OF BANK (STREAM)

= TOP OF CURB

= TOP OF GRATE

= VITRIFIED CLAY PIPE

= AHEAD

= AZIMUTH

= BACK

= BASELINE

= BEARING

= CENTERLINE

= CROSS SLOPE, SUPERELEVATION

= EXTERNAL DISTANCE

= EQUALITY

= EXTERNAL

= HORIZONTAL CONTROL LINE

= HEADLIGHT SIGHT DISTANCE

= LENGTH OF CIRCULAR CURVE

= LEFT

= LENGTH OF SPIRAL

= LENGTH OF VERTICAL CURVE

= MIDDLE ORDINATE OF VERTICAL CURVE

= MAIN LINE

= POINT OF CURVATURE

= POINT OF INTERSECTION

= POINT ON LINE

= POINT OF TANGENT

= POINT OF VERTICAL CURVE

= POINT OF VERTICAL INTERSECTION

= POINT OF VERTICAL TANGENT

= RADIUS

= RIGHT

= STOPPING SIGHT DISTANCE

= STATION

= TANGENT LENGTH

= THEORETICAL GRADE LINE

= VERTICAL CURVE

= DEFLECTION ANGLE

L

OH = OVERHEAD

L

T

R

=E

=PI

SAMPLE CURVE DATA

POINT OF INTERSECTION

DEFLECTION ANGLE OF CURVE

RADIUS OF CIRCULAR CURVE

LENGTH OF CIRCULAR CURVE

TANGENT DISTANCE

EXTERNAL DISTANCE

=e SUPERELEVATION

PED = PEDESTAL

ALIGNMENT

XVCP = EXTRA STRENGTH VITRIFIED CLAY PIPE

103.2

W.E. 102.5

CANADA

U.S.A.

NEW YORK

TOWN OF CHEMUNG

ATHENS TOWNSHIP

CITY OF BINGHAMTON

PORT DICKINSON

I.P.

MON.

M-1

P-1

FEE W/A

MON.

RGE 40

RTC 10

103.2X

DEPRESSION

ROCK OUTCROP

BOULDER

SPOT ELEVATION

WATER ELEVATION

BENCH MARK

BASELINE POINT

BASELINE

CENTERLINE

BUILDING AND SPECIAL SITES

NATIONAL

STATE

COUNTY

TOWN

CITY OR VILLAGE

PUBLIC LAND

PROPERTY LINE

EASEMENT LINE

TOP OF CUT

BOTTOM OF FILL

ROW WO/A

ROW W/A

ROW WO/A

ROW W/A

HIGHWAY BOUNDARY

M-1

P-1

M-1

P-1

M-1

P-1

FEE WITH ACCESS

BM #1

PL

P.E.

T.E.

T.O.

FEATURE

PROPOSEDEXISTING

SYMBOL

OCCUPANCY

TEMPORARY

EASEMENT

TEMPORARY

EASEMENT

PERMANENT

INFORMATION

ACQUISITION

INFORMATION

ACCESS

LINE & MON.

RIGHT OF WAY

MARKER

PROPERTY LINE

CONTOUR

MINOR ELEVATION

CONTOUR

MAJOR ELEVATION

(GRID)

NORTH ARROW

(POL)

POINT ON LINE

SURVEY MON.

PERMANENT

FEATURE

PROPOSEDEXISTING

SYMBOL

DECIDUOUS TREE

CONIFEROUS TREE

DECIDUOUS BUSH

CONIFEROUS BUSH

STUMP

HEDGE

BRUSH LINE

TREE CARE

TWO POST SIGN

BILLBOARD,

(OVERHEAD)

SIGN

(GROUND MOUNTED)

SIGN

RIVER

STREAM OR

INTERMITTENT STREAM

MARSH OR SWAMP

TREE PROTECTION

& CARE

FOUNDATION

PLANTING

CONIFEROUS

TREE ROW

DECIDUOUS

TREE ROW

WOODED AREA EDGE

UTILITIES ABOVE GROUND

GUY WIRE

W/ ANCHOR

PULLBOX

STREET LIGHTS

UTILITY POLE

STREET LIGHT

SIGNAL POLE

W/ CONTROLLER

PULLBOX

TRAFFIC SIGNALS

L L

C

GAS SERVICE

WATER SERVICE

W.V.

FIRE HYDRANT

DRAINAGE MANHOLE

SANITARY SEWER

MANHOLE

TELEPHONE

MANHOLE

GAS MANHOLE

WATER VALVE

G.V.

GAS VALVE

W.V.

G.V.

ELECTRIC MANHOLE

G G

TREE TO

BE REMOVED

W

T

T

S

G

E

D

E

T

S

D

W

G

T

VEGETATION

BARRIER

VEGETATION/ SILT

FENCE BARRIER

SILT FENCE

BARRIER

LIGHT POLE

Before and always

Call YouDig

SafelyDig

1-800-962-7962

V

V

CHEMUNG

BRADFORD

PENNSYLVANIA

DIA, d

UTILITIES

SUBSURFACE EXPLORATION

TOPOGRAPHY (DRAINAGE)

TOPOGRAPHY (MISCELLANEOUS)

BOUNDARIES

TOPOGRAPHY

CONTOURS

SURVEY DATA TREES AND BRUSH

WATER LOCATIONS

SIGNS AND BILLBOARDS

EXPLORATION IS MADE

= TO BE USED IF ONE OF THE ABOVE

CANNOT BE DEFINED AT THE TIME THE

HW = HEADWALL

GSES = GALVANIZED STEEL END SECTION

p

= 2½" CASED DRILL HOLE

= 4" CASED DRILL HOLE

= 1" SAMPLER (RETRACTABLE PLUG)

X

MB

FP

MB

FP

BB BB

BUILDING

UNDERPASS

MAILBOX

POLE

POST, FLAGPOLE,

(NON-UTILITY)

PARKING METER

BUILDING TO BE

DEMOLISHED

HB

1+90b

LEGEND & ABBREVIATIONS

PULLBOX

TRAFFIC SIGNALS

T

UNKNOWN UTILITY

BOX

Christopher Sichak

CGS NYPE

Christopher Sichak Current Date (mm/dd/yyyy)

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

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"=1'-0"16

SCALE:

2% 6%

2% 6%

TRAVEL LANE

11'-0"11'-0"

TRAVEL LANE

4'-0" 2'-4"

ROADWAY�

EXISTING GROUND

2'-4" 4'-0"

RECONSTRUCTION SECTION

ROUND 4' V.C. (TYP.)

H.C.L. & T.G.L.

SHOULDERSHOULDER

ITEM 304.12

12" SUBBASE COURSE TYPE II

ITEM 407.0102

DILUTED TACK COAT

ITEM 404.0983

1½" - 9.5 F3 TOP COURSE ASPHALT, 80 SERIES

ITEM 610.1403 & ITEM 610.1602

4" TOPSOIL AND ESTABLISH TURF (TYP.)

ITEM 606.10

BOX BEAM GUIDE RAIL (TYP.)

STA. 12+20 TO STA. 13+95

2'-0" 2'-0"

ITEM 203.03

EMBANKMENT IN PLACE

SEE NOTE 2

ITEM 404.2589

4" - 25 F9 BINDER COURSE ASPHALT, 80 SERIES

"=1'-0"16

SCALE:

TRAVEL LANETRAVEL LANE

ROADWAY�

EXISTING GROUND

VARIES

TYPICAL MILLING HIGHWAY SECTION

H.C.L. & T.G.L.

SHOULDERSHOULDER

1½" - MISCELLANEOUS COLD MILL SUFACE PLANING OF BITUMINOUS CONCRETE, ITEM 490.30

STA. 13+95 TO STA. 14+94

STA. 11+86 TO STA. 12+20

DILUTED TACK COAT, ITEM 407.01021

ROUND 4' V.C. (TYP.)

ITEMS 610.1403 & 610.1602

4" TOPSOIL AND ESTABLISH TURF (TYP.)

1½" - 9.5 F3 TOP COURSE ASPHALT, 80 SERIES, ITEM 404.0983

ITEM 404.0983

1½" - 9.5 F3 TOP COURSE ASPHALT, 80 SERIES

ITEM 304.12

12" SUBBASE COURSE TYPE II

ITEM 407.0102

DILUTED TACK COAT

ITEM 404.0983

1½" - 9.5 F3 TOP COURSE ASPHALT, 80 SERIES

ITEM 304.12

12" SUBBASE COURSE TYPE II

ITEM 407.0102

DILUTED TACK COAT

VARIES TO 6%

EXISTING &

VARIES

VARIES TO 2%

EXISTING &

VARIES TO 6%

EXISTING &

VARIES TO 2%

EXISTING &

SEE NOTE 2

(TYP.)

ITEM 627.50140008

CUTTING PAVEMENT

EXISTING AND VARIES TO 11 FT EXISTING AND VARIES TO 11 FT

ITEM 404.2589

4" - 25 F9 BINDER COURSE ASPHALT, 80 SERIES

ITEM 404.2589

4" - 25 F9 BINDER COURSE ASPHALT, 80 SERIES

4"4"

NOTES:

LONGITUDINAL AND TRANSVERSE JOINT ON TOP SURFACE COURSE.

2. ASPHALT PAVEMENT JOINT ADHESIVE (ITEM 418.7603) SHALL BE USED ON VERTICAL FACES FOR ALL

COURSES AND WHEN PLACING OVERLAY ON EXISTING PAVEMENT.

1. TACK COAT SHALL BE APPLIED ON ALL MILLED SURFACES, BETWEEN ALL ASPHALT PAVEMENT

TS-1

TYPICAL SECTIONS

AS NOTED

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

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IG

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

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IC

H A

K E

W

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SUMMARY OF QUANTITIES

NONE

SQ-1

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

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B Y

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DATE

OVER

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OTSGNI

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OY

W

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

O L

F O

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NONE

GENERAL NOTES

GN-1

GENERAL NOTES:

STREAM PROTECTION NOTES:

RECONSTRUCTION NOTES:

FOUNDATION NOTES:

REMOVAL NOTES:

RIGHTS AND TO SUSTAIN FISH LIFE DOWNSTREAM.

A STREAM, THE CONTRACTOR SHALL CONSTRUCT AN INTAKE OR TEMPORARY DAM REQUIRED TO PROTECT AND MAINTAIN WATER

THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL, OR OTHER IMPURITIES. IF THE CONTRACTOR USES WATER FROM

DIRECTLY TO A STREAM ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE

FROM MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS. THE CONTRACTOR SHALL NOT RETURN

REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT, OR OTHER FOREIGN MATERIAL, OR

1. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO PREVENT OR

PROTECTIVE DEVICES SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THE APPROPRIATE ITEMS OF THE CONTRACT.

6. THE COST OF FURNISHING, INSTALLING, MAINTAINING, REMOVING AND DISPOSING OF ALL PLATFORMS, NETS, SCREENS OR OTHER

CONTRACTOR AT NO COST TO THE COUNTY.

5. ALL MATERIAL FALLING ON THE AREA BELOW AND ADJACENT TO THE CULVERT SHALL BE REMOVED AND DISPOSED OF BY THE

PROTECTION IS PROVIDED.

DETERMINES THAT ADEQUATE PROTECTIVE DEVICES ARE NOT BEING EMPLOYED, THE WORK SHALL BE SUSPENDED UNTIL ADEQUATE

PLATFORMS, NETS, SCREENS OR OTHER PROTECTIVE DEVICES SHALL BE USED TO CATCH THE MATERIAL. IF THE ENGINEER

MATERIAL TO THE AREA BELOW THE BRIDGE EXCEPT WHERE THE PLANS SPECIFICALLY PERMIT THE DROPPING OF MATERIAL.

4. DURING REMOVAL OPERATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO DROP WASTE CONCRETE, DEBRIS AND OTHER

AREA AND TRANSPORTATION TO THAT AREA SHALL BE INCLUDED IN THE UNIT PRICES BID FOR THOSE ITEMS.

3. WHENEVER ITEMS IN THE CONTRACT REQUIRE MATERIALS TO BE REMOVED AND DISPOSED OF, THE COST OF SUPPLYING A DISPOSAL

REPLACED IN A MANNER SATISFACTORY TO THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

REMAIN IN PLACE OR WHICH ARE TO REMAIN THE PROPERTY OF THE COUNTY, THE DAMAGED MATERIALS SHALL BE REPAIRED OR

TO REMAIN THE PROPERTY OF THE COUNTY, WILL NOT BE DAMAGED. IF THE CONTRACTOR DAMAGES ANY MATERIALS WHICH ARE TO

2. THE CONTRACTOR SHALL PERFORM ALL WORK WITH CARE SO THAT ANY MATERIALS WHICH ARE TO REMAIN IN PLACE, OR WHICH ARE

CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS.

TIME. ACTUAL FIELD CONDITIONS MAY REQUIRE MODIFICATIONS TO CONSTRUCTION DETAILS AND WORK QUANTITIES. THE

THESE CONTRACT DOCUMENTS HAVE BEEN PREPARED BASED ON FIELD INSPECTION AND OTHER INFORMATION AVAILABLE AT THE

EXTENT OF RECONSTRUCTION WORK CANNOT ALWAYS BE ACCURATELY DETERMINED PRIOR TO THE COMMENCEMENT OF WORK.

1. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE FACT THAT, DUE TO THE NATURE OF RECONSTRUCTION PROJECTS, THE EXACT

ENGINEER SHALL BE RESTORED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE COUNTY.

11. ALL EXISTING AREAS DISTURBED BEYOND THE WORK AND GRADING LIMITS SHOWN ON THE DRAWINGS OR AS REVISED BY THE

10. THE LOAD RATINGS SHALL BE PREPARED IN ACCORDANCE WITH THE AASHTO MANUAL FOR BRIDGE EVALUATION.

THE REGIONAL DIRECTOR OF TRANSPORTATION BEFORE PROCEEDING.

INDUSTRIAL CODE RULE 56 OF THE N.Y.S. DEPARTMENT OF LABOR. THE CONTRACTOR SHALL ALSO OBTAIN WRITTEN PERMISSION OF

CONTRACTOR BE FORCED TO DISTURB IN ANY WAY ANY SUCH MATERIALS, THE CONTRACTOR SHALL FIRST BE FAMILIAR WITH

PLANS, IT IS THE EXPRESS INTENT OF THIS CONTRACT THAT THESE MATERIALS NOT BE DISTURBED IN ANY WAY. SHOULD THE

DISTURBING, DESTRUCTION OR REMOVAL OF ANY KNOWN MATERIALS CONTAINING ASBESTOS. UNLESS OTHERWISE INDICATED ON THE

9. UNLESS OTHERWISE INDICATED ON THE PLANS, WORK TO BE PERFORMED UNDER THIS CONTRACT DOES NOT REQUIRE THE

MAINTENANCE MANUAL: THE MAINTENANCE AND MANAGEMENT OF ROADWAYS AND BRIDGES.

8. THIS CULVERT SHALL BE MAINTAINED IN ACCORDANCE WITH THE GUIDELINES CONTAINED IN THE CURRENT EDITION OF THE AASHTO

7. ALL SHOP DRAWINGS SUBMITTED FOR THIS PROJECT SHALL BE IN US CUSTOMARY UNITS.

OTHER DETAILS FOR WHICH NO SCALE IS SHOWN ARE DRAWN PROPORTIONAL AND ARE FULLY DIMENSIONED.

6. DETAILS ON THE DRAWINGS LABELED AS "NOT TO SCALE" ARE INTENTIONALLY DRAWN NOT TO SCALE FOR VISUAL CLARITY. ALL

DEPARTMENT OF TRANSPORTATION, OFFICE OF ENGINEERING.

5. CONSTRUCTION AND MATERIALS SPECIFICATIONS: STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS, NEW YORK STATE

ACCORDANCE WITH ASTM A775 AND MEET THE REQUIREMENTS OF NYSDOT MATERIAL SPECIFICATIONS.

4. REINFORCING DATA: ALL BAR REINFORCEMENT SHALL BE A615 GRADE 60. BARS SHALL BE EPOXY COATED AND FABRICATED IN

3. CONCRETE DATA: THE MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 28 DAYS.

2. DESIGN LIVE LOAD: AASHTO HL-93.

DESIGN PURPOSES, COMPRESSIVE STRENGTH OF CONCRETE FOR SUBSTRUCTURES AT 28 DAYS: f'c = 3000 psi.)

1. DESIGN SPECIFICATIONS: NYSDOT LRFD BRIDGE DESIGN SPECIFICATIONS WITH ALL PROVISIONS IN EFFECT AS OF JANUARY 2025 (FOR

STRUCTURE FILL.

3. THE COST OF WATER USED FOR COMPACTION OF SELECT FILL ITEMS SHALL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 203.21 - SELECT

SHALL BE PLACED SIMULTANEOUSLY, IN CONTACT, ON BOTH SIDES OF THE VERTICAL PAYMENT LINE.

2. HIGHWAY EMBANKMENT MATERIAL (FROM ESTIMATE OR FROM STRUCTURE EXCAVATION BACKFILL) AND SELECT STRUCTURE FILL, ITEM 203.21,

1. ALL PLACEMENTS OF SELECT STRUCTURE FILL, ITEM 203.21, SHALL BE COMPACTED TO 95 PERCENT OF STANDARD PROCTOR MAXIMUM DENSITY.

2. RECORD PLANS FOR THIS STRUCTURE ARE AVAILABLE.

1. EXISTING STRUCTURE SHALL BE REMOVED WITHIN THE LIMITS SHOWN ON THE PLANS UNDER ITEM 202.19 IN THE ESTIMATE.

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

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SUMMARY OF WORK ZONE TRAFFIC CONTROL (WZTC)

LOCATION

PHASE/

STAGE/

PROPOSED WORK

DESCRIPTION OF

REQUIRED

ANTICIPATED WZTC

WZTC DRAWING

619-XXX /

STANDARD SHEET

STAGE 1

TIME RESTRICTION

STAGE/PHASE/LOCATION

INSTALL PVMS

ROAD CLOSURE

CARNEY HOLLOW

STAGE 2

STAGE 3

INSTALL PROJECT SIGNS

INSTALL NEW GUIDERAIL)

NEW PAVEMENT MARKINGS AND

INSTALL ASPHALT PAVEMENT TO TOP COURSE,

INSTALL PRECAST CULVERT.

MEASURES. REMOVE EXISTING PAVEMENT & CULVERT.

(INSTALL TPB. INSTALL EROSION & SEDIMENT CONTROL

CLOSE CARNEY HOLLOW ROAD

WORK BEYOND SHOULDER 080

NOT BE CONDUCTED

NIGHTTIME OPERATIONS SHALL

619 STANDARD SHEETS

UTILIZED AS FOLLOWS: 619-001, 619-002, 619-004, 619-010, 619-011, & 619-012.

GENERAL INFORMATION STANDARD SHEETS NOT LISTED IN THE SUMMARY OF WZTC TO BE2.

TABLE SHALL NOT BE UTILIZED UNLESS APPROVED BY THE REGIONAL TRAFFIC ENGINEER.

WORK ZONE TRAFFIC CONTROL STANDARD SHEETS NOT LISTED IN THE SUMMARY OF WZTC1.

PHASING / SEQUENCE

DATE RESTRICTIONS

LANE ENCROACHMENT

SHOULDER CLOSURE /

WORK BEYOND SHOULDER

LANE ENCROACHMENT

SHOULDER CLOSURE /

AFTER STABILIZATION

REMOVE EROSION & SEDIMENT CONTROL MEASURES WORK BEYOND SHOULDER

LANE ENCROACHMENT

SHOULDER CLOSURE /

PAGE 2 - WATCH FOR DETOUR

PAGE 1 - ROADWORK BEGINS (DATE)

BEFORE WORK STARTS:

VARIABLE MESSAGE BOARD:4.

SIGNS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER.

AND OTHER CONSIDERATIONS. THE FINAL LOCATIONS OF THE PORTABLE VARIABLE MESSAGE

ZONE TRAFFIC CONTROL PLANS AND DETAILS MAY BE ADJUSTED BASED ON SIGHT DISTANCE

THE LOCATIONS OF THE PORTABLE VARIABLE MESSAGE SIGNS SHOWN ON THE WORK3.

WHEREVER PRACTICAL.

PORTABLE VARIABLE MESSAGE SIGNS SHALL BE PLACED BEYOND THE SHOULDER2.

PROPOSED WORK SPACE AT LEAST ONE (1) WEEK PRIOR TO ANY ROAD WORK.

PORTABLE VARIABLE MESSAGE SIGNS (PVMS) (ITEM 619.110611) SHALL BE PLACED ON EACH APPROACH TO1.

PORTABLE VARIABLE MESSAGE SIGNS (PVMS)

NON-FREEWAY OFFSITE DETOUR

LANE CLOSURE WITH FLAGGER

TWO-LANE TWO-WAY ROADWAY 307

TYPICAL BRIDGE CLOSURE

N.T.S.

CLOSED

ROAD

CLOSED

ROAD

BARRICADE MOUNTED

48"x30"

R11-2

BARRICADE MOUNTED

48"x30"

R11-2

ITEM 619.04

TYPE B FLASHERS - HIGH INTENSITY

4 TYPE III BARRICADES W/

DIMENSION A.O.B.E.

DIMENSION A.O.B.E.

ITEM 619.04

TYPE B FLASHERS - HIGH INTENSITY

4 TYPE III BARRICADES W/

WORK SPACE

LIMITS/WORK SPACE)

(BARRIER NOT PLACED WITHIN 70 INCHES OF EXCAVATION

PROHIBITED), ITEM 619.1711

TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING

IN THE SPECIAL NOTE.

ADDITION TO ANY OTHER GENERAL TIME REQUIREMENTS LISTED ON THIS SHEET AND/OR

STAGING / PHASING MAY BE ALTERED WITH E.I.C. APPROVAL, WHILE MEETING NOTE 1 IN2.

IN THE ASPHALT.

FINAL ASPHALT SURFACE IS PLACED SO AS TO NOT INTRODUCE UNNECESSARY JOINTS

WORK IMPACTING THE FINAL SURFACE OF THE ROAD MUST BE CONDUCTED BEFORE THE1.

FLAGGING OPERATIONS.

SEPTEMBER 2, 2025. WORK OUTSIDE OF THOSE DATES IS ALLOWED TO TAKE PLACE UNDER

FULL CLOSURE OF THE ROADWAY IS LIMITED TO THE DURATION BETWEEN JUNE 30, 2025 AND1.

WZP-1

NONE

(1 OF 2)

WORK ZONE TRAFFIC CONTROL

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

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CLOSURE

CIN C60000911

DETOUR

END

DETOUR

END

DETOURDETOUR

ROAD CLOSED

0.2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

LOCAL TRAFFIC ONLY

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOUR

END

DETOUR

END

TYPE III BARRICADE

MOUNTED ON

AHEAD

DETOUR

AHEAD

DETOUR

AHEAD

DETOUR

AHEAD

DETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

ROAD CLOSED

0.2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

LOCAL TRAFFIC ONLY

TYPE III BARRICADE

MOUNTED ON

DETOUR

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

RDCarney Hollow

DETOURDETOUR

RDCarney Hollow

AHEAD

DETOUR

AHEAD

DETOUR

RDCarney Hollow

AHEAD

DETOUR

AHEAD

DETOUR

RDCarney Hollow

RDCarney Hollow

DETOURDETOUR

RDCarney Hollow

AHEAD

DETOUR

AHEAD

DETOUR

RDCarney Hollow

RDCarney Hollow

AHEAD

DETOUR

AHEAD

DETOUR

RDCarney Hollow

DETOURDETOUR

RDCarney Hollow

DETOURDETOUR

RDCarney Hollow

COUNTY LINE ROAD

DETOURDETOUR

SYMBOL DESCRIPTION

BARRICADES (ITEM 619.01)

LIGHTING FOR CONSTRUCTION

CONSTRUCTION SIGN (ITEM 619.01)

(ITEM 619.04)

TO ALLOW PASSAGE OF LOCAL TRAFFIC)

TYPE III BARRICADE (TO BE PLACED

DETOUR ROUTE

SIGN DESCRIPTION SIGN DESCRIPTION

30" X 24"

M4-9L

30" X 24"

M4-9R 30" X 24"

M4-8a

78" X 12"

D3-1

M.U.T.C.D. SIGN LEGEND

30" X 24"

M4-9U

30" X 24"

M4-9R (MOD.)

30" X 24"

M4-9L (MOD.)

DETOURDETOUR

DETOUR

END

DETOUR

END

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

DETOURDETOUR

LEGEND

60" X 30"

R11-3a

0.2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

DETOURDETOURDETOUR

48" X 18"

M4-10L 48" X 18"

M4-10R

AHEAD

DETOUR

AHEAD

DETOUR

48" X 30"

R11-2

RDCarney Hollow

WZP-2

NONE

(2 OF 2)

WORK ZONE TRAFFIC CONTROL

60" X 30"

R11-3a

0.2 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD CLOSED

(MOUNTED ON TYPE III BARRICADE) (MOUNTED ON TYPE III BARRICADE)

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

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ELEV: 1513.55

BENCH TIE IN UP 1365 7-1

BM# 10

ELEV: 1510.89

BENCH TIE IN UP 4A

BM# 20

12+00 14+00

16+00 18+00

20+00 22+00 24+00 26+00 28+00722.12'

N00°44'50"E 476.66' N05°51'11"W

701.02'

N01°47'55"W

ELEV 1512.599'

E 1403012.8410

N 941619.1460

CBP 10 (STA 10+00.00)

ELEV 1513.673'

E 1403022.2580

N 942341.2160

CBP 20 (STA. 17+22.13)

ELEV 1509.707'

E 1402973.6510

N 942815.3860

CBP 30 (STA. 21+98.79)

ELEV 1515.122'

E 1402951.6500

N 943516.0610

CBP 40 (STA. 28+99.81)

2024 SURVEY BASELINE

10+00 15+0013+0012+0011+00

AZ. 357°-59'-54"P

O

B

.0

P O

E

.0

14+00

CARNEY HOLLOW ROAD ALIGNMENT

ELEV: 1512.60'

E: 1403012.841

N: 941619.146

CBP 10 (STA. 10+00.00)

NOT TO SCALE

ROAD AND CARNEY HOLLOW ROAD.

ROAD, +/- 42' NORTH OF THE INTERSECTION OF COUNTY LINE

ROAD, +/- 16' FROM THE CENTERLINE OF CARNEY HOLLOW

SURVEYING" LOCATED ON THE WEST SIDE OF CARNEY HOLLOW

CBP 10 IS A REBAR WITH PLASTIC CAP STAMPED "GdB

SPRINGWATER

WELCOME TO LIVINGSTON COUNTY

SIGN BASE

SIGN BASE COUNTY LINE RD

SIGN BASE STOP SIGN

C O U N T

Y

LI

N

R O A D

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

CBP #20

DELINEATOR BASE

CARNEY HOLLOW ROAD

CBP# 10

28.89'

91.65' 9.0

6'

42.23'

N00°44'50"E 722.13'

2024 SURVEY BASELINE

(N.A.V.D. '88)

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

ELEV: 1513.67'

E: 1403022.258

N: 942341.216

CBP 20 (STA. 17+22.13)

COUNTY LINE ROAD AND CARNEY HOLLOW ROAD.

HOLLOW ROAD, +/- 761' NORTH OF THE INTERSECTION OF

HOLLOW ROAD, +/- 17' FROM THE CENTERLINE OF CARNEY

SURVEYING" LOCATED ON THE EAST SIDE OF CARNEY

CBP 20 IS A REBAR WITH PLASTIC CAP STAMPED "GdB

GRAVEL DRIVEWAY

GRAVEL DRIVEWAY

GUIDE RAIL

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF TRAVELWAY

UNPAVED SHOULDER

17+00

CARNEY HOLLOW ROAD

N05°51'11"W 476.66'

2024 SURVEY BASELINE

CBP #20

CBP #30

CBP #10

NOT TO SCALE

DELINEATOR BASE

DELINEATOR BASE

UP NYSEG 5A-6

MAG NAIL IN

NYSEG 533 5-A

MAG NAIL IN UP

74.85'

86.97' 77 .97

29.33'

S00°44'50"W 722.13'

2024 SURVEY BASELINE

(N.A.V.D. '88)

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

ELEV: 1509.71'

E: 1402973.651

N: 942815.386

CBP 30 (STA. 21+98.79)

COUNTY LINE ROAD AND CARNEY HOLLOW ROAD.

HOLLOW ROAD, +/- 1237' NORTH OF THE INTERSECTION OF

HOLLOW ROAD, +/- 15' FROM THE CENTERLINE OF CARNEY

SURVEYING" LOCATED ON THE WEST SIDE OF CARNEY

CBP 30 IS A REBAR WITH PLASTIC CAP STAMPED "GdB

NORTH WEST HOUSE CORNER #9139

MAILBOX #9139 WOOD BASE

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

21+00

22+00

CARNEY HOLLOW ROAD

N01°47'55"W 701.02'

2024 SURVEY BASELINE

.5

S05°51'11"E 476.66'

2024 SURVEY BASELINE

CBP# 30 CBP# 40

CBP# 20

NOT TO SCALE

NYSEG 4B

MAG NAIL IN UP

MAG NAIL IN UP NYSEG 533 4B

22.39'

.0

.94

(N.A.V.D. '88)

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

ELEV: 1515.12'

E: 1402951.650

N: 943516.061

CBP 40 (STA. 28+99.81)

COUNTY LINE ROAD AND CARNEY HOLLOW ROAD.

HOLLOW ROAD, +/- 1938' NORTH OF THE INTERSECTION OF

HOLLOW ROAD, +/- 13' FROM THE CENTERLINE OF CARNEY

SURVEYING" LOCATED ON THE WEST SIDE OF CARNEY

CBP 40 IS A REBAR WITH PLASTIC CAP STAMPED "GdB

AMISH BUGGY SIGN BASE

WOOD POST MAILBOX BASE #9092

POOKIE MOONSHINE SIGN BASE

SIGN BASE STOP SIGN

CARNEY HOLLOW ROAD

EDGE OF TRAVELWAY

EDGE OF PAVEMENT

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

S01°47'55"E 701.02'

2024 SURVEY BASELINE

CBP# 40CBP# 30

NOT TO SCALE

.56

81.

121.01'

74.21'

(N.A.V.D. '88)

N.A.D. '83(2011) N.Y.S.P.C.S. WEST ZONE

NONE

& BENCHMARK TABLE

SURVEY, ALIGNMENT TIES,

SA-1

BENCHMARK TABLE

BM # DESCRIPTION ELEVATION

N.A.V.D. '88

1513.568'

1510.885'

+/- 150' NORTH OF THE INTERSECTION OF CARNEY HOLLOW ROAD AND COUNTY LINE ROAD.

BENCHMARK IS A BENCH TIE SET IN UP 1365 7-1 LOCATED ON THE EAST SIDE OF CARNEY HOLLOW ROAD

1511' NORTH OF THE INTERSECTION OF CARNEY HOLLOW ROAD AND COUNTY LINE ROAD.

BENCHMARK IS A BENCH TIE SET IN UP 4-A LOCATED ON THE WEST SIDE OF CARNEY HOLLOW ROAD +/-

5) COMBINED SCALE FACTOR : 0.99995024

4) SCALE FACTOR : 1.00000980

3) UNITS OF MEASURE = U.S. SURVEY FEET

THROUGH ALL CONTROL POINTS AND BENCHMARKS.

1988 (N.A.V.D. 88) THROUGH TIES TO N.Y.S. C.O.R.S. GPS. DIFFERENTIAL LEVELING WAS PERFORMED

2) ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

SQUARES ADJUSTMENT WAS PERFORMED UTILIZING STARNET VERSION 9.2.6.556 SOFTWARE.

COMBINATION OF STATIC GPS OBSERVATIONS AND TRIGONOMETRIC MEASUREMENTS. A LEAST

STATE PLANE COORDINATE SYSTEM, WEST ZONE, N.A.D. '83(2011) EPOCH 2010.00 THROUGH A

1) NORTH ORIENTATION AND COORDINATES SHOWN HEREON ARE REFERENCED TO THE NEW YORK

SURVEY NOTES:

NORTHING EASTINGH.C.L. POINT

POB STA. 10+00.00 1,403,010.52

1,402,992.88

942,185.81

942,690.50

MAINLINE HORIZONTAL ALIGNMENT COORDINATES

STATION� OFFSET

15+66.59

20+72.59

7.71' LT.

6.39' RT. STA. 15+05.00

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

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Y M

Y

A E

G E

R

LA

N

E

T R

A V

E L

4'-0" SHOULDER

4'-0" SHOULDER

SPAN UNIT

REINFORCED CONCRETE

PROPOSED 19'-0" x 10'-0"

13+0012+00

LA

N

E

T R

A V

E L v v

AZ. 357°-59'-54"

F

LO

W

L. 1069 P. 113

T.A.# 176-2-19

9139 CARNEY HOLLOW RD

WALTER WORMUTH AND CATHI WORMUTH

(REPUTED OWNER)

P O

E

5+

.0

14+00

CARNEY HOLLOW ROAD (C.R. 60)

TOE OF SLOPE (TYP.)

15+00

SEE NOTE 2

STOP AHEAD SIGN

SILT FENCE (TYP.)

WOODED AREA

WOODED AREA

WOODED AREA

6/

E D

GE

OF

W

AT

E R

E D

G

T E

R

ELEV 1513.673'

E 1403022.2580

N 942341.2160

CBP 20 (STA. 17+22.13)

L. 1277 P. 1072

T.A.# 176-2-18

6814 POKEY MOONSHINE RD

JOSEPH L. YODER

(REPUTED OWNER)

PARCEL B

L. 249 P. 249

COUNTY OF LIVINGSTON

(REPUTED OWNER)

PARCEL A

L. 249 P. 249

COUNTY OF LIVINGSTON

(REPUTED OWNER)

SHOULDER

13+00

0+

0+

CARNEY HOLLOW ROAD�

7' -0

12'-0"

ACCESS ROAD�

R = 25' (TYP.)

°0 '0

ACCESS ROAD STA. 0+00.00

CARNEY HOLLOW STA. 13+37.33 =

ACCESS ROAD PLAN

SCALE+ 1" = 20'

4' -0

LANE

TRAVEL

A A

0+00 0+50

E L

E V

A T

IO

N

STATION

P V

I

.0

E L

E V

.6

P V

I

.0

E L

E V

.4

P V

C

.0

E L

E V

.8

P V

I

.0

E L

E V

.5

P V

T

.0

E L

E V

.9

I

.2

E L

E V

.1

-0.02 -0.06 -0.11

SSD = 217.741 FT.

E= -0.063 FT.

G2 = -0.111

G1 = -0.060

L = 10.000 FT.

ROADWAY�

ACCESS ROAD

(SEE TYPICAL SECTIONS)

RECONSTRUCTION SECTION

ACCESS ROAD PROFILE

FINISHED GRADE

SCALE: 1" = 20' HOR. & VER.

EDGE OF SHOULDER

EXISTING GROUND

ACCESS ROAD SECTION A-A

SCALE: 1" = 20'

ROADWAY�

H.C.L. & T.G.L.

ITEM 304.12

8" SUBBASE COURSE TYPE II

ITEM 608.020102

" - 25 F9 BINDER COURSE ASPHALT, 80 SERIES2

7'-0" 16'-8"±

(SEE TYPICAL SECTIONS)

RECONSTRUCTION SECTION

ITEM 304.12

8" SUBBASE COURSE TYPE II

EDGE OF SHOULDER

ITEM 608.020102

DILUTED TACK COATITEM 608.020102

" - 9.5 F3 TOP COURSE ASPHALT, 80 SERIES2

AS NOTED

AND ACCESS DETAIL

EROSION CONTROL PLAN

ECP-1

0 15 30 45 60'15

1" = 30'

LEGEND

SILT FENCE - TEMPORARY

ITEM 209.13

NOTES:

645.13080010 RESPECTIVELY.

SIGN TO PAID FOR UNDER ITEM 645.13070010 AND ITEM

2. CONTRACTOR SHALL REMOVE, STORE, AND INSTALL POST AND

IMPLEMENTED AOBE.

EROSION CONTROL, ADDITIONAL MEASURES MAY BE

1. THIS DOCUMENT REFLECTS THE MINIMUM REQUIREMENTS FOR

STUMP REMOVAL

ITEM 201.06

TEMPORARY PLASTIC BARRIER FENCE

ITEM 607.41010010

Christopher Sichak

CGS NYPE

LO

W

L. 1069 P. 113

T.A.# 176-2-19

9139 CARNEY HOLLOW RD

WALTER WORMUTH AND CATHI WORMUTH

(REPUTED OWNER)

L. 1147 P. 60

T.A.# 176-2-30

9138 CARNEY HOLLOW RD

BURTON E. PRICE JR. AND VALERIE M. BARNHART

(REPUTED OWNER)

EDGE OF TRAVELWAY

6/

E D

GE

OF

AT

E R

WOODED AREA

WOODED AREA

FIELD

EDGE OF PAVEMENT

E D

G

T E

R

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

GUIDE RAIL

WOODED AREA

EDGE OF TRAVELWAY

UNPAVED SHOULDER

EDGE OF TRAVELWAY

EDGE OF PAVEMENT

EDGE OF PAVEMENT

GUIDE RAIL

GRAVEL DRIVEWAY

GRAVEL DRIVEWAY

B

X

C

LV

E R T

.5

X

C O N C

MULTIPLE TRUNKS

14" APPLE

14" BEECH TREE

1" PIPE

38" WHITE PINE

GUIDE RAIL

GUIDE RAIL

STOP AHEAD

HOUSE #9140

1 STORY FRAME

36"WHITE PINE

GARAGE

1 STORY FRAME

#9138

24" RED MAPLE

48" WILLOW

20" MAPLE

UNPAVED SHOULDER

CONC. PATH

16" MAPLE

2 12" ASH MERGED 22" ASH

W O O D

F E

N C E

8" ASH

12" CHEST NUT

L. 1277 P. 1072

T.A.# 176-2-18

6814 POKEY MOONSHINE RD

JOSEPH L. YODER

(REPUTED OWNER)

L. 704 P. 81

T.A.# 176-2-31

9140 CARNEY HOLLOW RD

FRED R. SHUTT AND ANN M. SHUTT

(REPUTED OWNER)

L. 1274 P. 1964

T.A.# 176-2-21

9163 CARNEY HOLLOW RD

BRYAN SAXTON AND JENNIFER SAXTON

(REPUTED OWNER)

AS PER MAP REFERENCE 2

LAND TO BE PROVIDED

PARCEL B

L. 249 P. 249

COUNTY OF LIVINGSTON

(REPUTED OWNER)

PARCEL A

L. 249 P. 249

COUNTY OF LIVINGSTON

(REPUTED OWNER)

DATE

REVISIONS

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

E D

B Y

E S

T

IM

A T

E D

B Y

D R

A F

T E

D B

Y C

H E

C K

E D

B Y

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R

SCALE

DATE

OVER

T L

IN

D

O

R

OTSGNI

VI

L

NCOUNTY

OY

W

E

N

K STAT

E

HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

[T]

[F] erdmananthony.com

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IL

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:5

145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

O L

F O

R D

-T U

F F

Y M

Y

A E

G E

R E

W

O L

F O

R D

-T U

F F

Y M

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A E

G E

R

10+00 15+00

LA

N

E

T R

A V

E L

4'-0" SHOULDER

4'-0" SHOULDER

REMOVE EXISTING CULVERT

SPAN UNIT

REINFORCED CONCRETE

PROPOSED 19'-0" x 10'-0"

13+0012+0011+00

LA

N

E

T R

A V

E L v v v

90°

PROPOSED CULVERTc

MATCH EXISTING, STA 14+94.00

END MILLING AND OVERLAY

AZ. 357°-59'-54"

CARNEY HOLLOW ROADc

EXISTING HIGHWAY BOUNDARY

EXISTING HIGHWAY BOUNDARY

BOX BEAM GUIDE RAIL (TYP.)

P O

B

.0

P O

E

.0

14+00SKEW

WINGWALL (TYP.)

MATCH EXISTING, STA 11+86.00

BEGIN MILLING AND OVERLAY

STA 12+20.00

DEPTH RECONSTRUCTION,

OVERLAY, BEGIN FULL

END MILLING AND

TOE OF SLOPE (TYP.)

(FOUR-RAIL) (TYP.)

STEEL BRIDGE RAILING

HEAVY STONE FILLING (TYP.)

TYPE IIA END SECTION (TYP.)

OVERLAY, STA 13+95.00

BEGIN MILLING AND

RECONSTRUCTION,

END FULL DEPTH

STA. 12+60.50

OPENING BEGINS

STRUCTURE

C R E E

K

C A R N E

Y H

O

LL

STA. 12+79.50

OPENING ENDS

STRUCTURE

ITEM 603.9824

CULVERT AND STORM DRAIN 24 INCH DIAMETER

100' - SMOOTH INTERIOR CORRUGATED POLYETHYLENE

C R E E K

C A R N E Y

H O

LL

CARNEY HOLLOW ROAD (CR 60)

15201520

10+00 11+00 12+00 13+00 14+00 15+00

E L

E V

A T

IO

N

L O

W

.8

E L

E V

.2

E L

E V

.5

E L

E V

.4

STA 12+20.00

FULL DEPTH RECONSTRUCTION,

END MILLING AND OVERLAY, BEGIN

OVERLAY, STA 13+95.00

BEGIN MILLING AND

RECONSTRUCTION,

END FULL DEPTH

REINFORCED CONCRETE SPAN UNIT

PROPOSED 19'-0" x 10'-0" PRECAST

FOOTING (TYP.)

CAST-IN-PLACE

INV. EL. 1499.35

TO BE REMOVED

EXISTING STRUCTURE

E L

E V

.2

T

.0

0.00

STA 11+86.00

MATCH EXISTING,

BEGIN MILLING AND OVERLAY

STA 14+94.00

MATCH EXISTING,

END MILLING AND OVERLAY

O.H.W EL. 1503.1

D.H.W EL. 1507.8

STEEL H-PILE (TYP.)

SSD = 454.482 FT.

E= 1.051 FT.

G2 = 0.003

G1 = -0.028

L = 270.000 FT.

ELEV 1509.92

PVI 13+12.00

PROPOSED CULVERTc

.6

.2

.5

.4

.1

.1

.0

.8

.1

.9

.5

.4

.2

.2

.2

.2

.4

AS NOTED

AND PROFILE

ROADWAY PLAN

GNP-1

0 20 40 60 80'

HORIZONTAL SCALE

V E

R T

IC

A

L S

C A

L E

IN

V

.3

IN

V .3

IN

V .4

IN

V .4

W

NYSEG 5A-6

E

BOX METER

ELECTRIC POLE

NYSEG 533 5-A

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

E D

B Y

E S

T

IM

A T

E D

B Y

D R

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D B

Y C

H E

C K

E D

B Y

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R

SCALE

DATE

OVER

T L

IN

D

O

R

OTSGNI

VI

L

NCOUNTY

OY

W

E

N

K STAT

E

HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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[F] erdmananthony.com

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

O L

F O

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F F

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F O

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F F

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A E

G E

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LA

N

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T R

A V

E L

4'-0" SHOULDER

4'-0" SHOULDER

13+00

LA

N

E

T R

A V

E L

AZ. 357°-59'-54"

WINGWALL 1

WINGWALL 2

WINGWALL 3

WINGWALL 4

SPAN UNIT, ITEM 562.0101

REINFORCED CONCRETE

PROPOSED 19'-0" x 10'-0"

STA. 12+60.5

OPENING BEGINS

STRUCTURE

STA. 12+79.50

OPENING ENDS

STRUCTURE

PROPOSED CULVERT�

REMOVE EXISTING CULVERT

CARNEY HOLLOW ROAD�

F

LO

W

FACE OF RAIL (TYP.)

'-0

STA. 12+70.00

PROPOSED CULVERT�

BREAK LINE (TYP.)

THEORETICAL SHOULDER

A Z

2' -4

2'

-4

19'-0"

B B

A

A

PLAN

X

(TYP

M

IN

30°0'0"

(T Y

P.

15'-6"

'-6

CLOSURE POUR (TYP.)

60°0'0"

10°0'0"

°0 '0"

°0 '0

PARCEL B

L. 249 P. 249

COUNTY OF LIVINGSTON

(REPUTED OWNER)

1'-8"

TRAVEL LANETRAVEL LANE

11'-0" 11'-0" 1'-8"

33'-4" OUT-TO-OUT

2% 6% 2%

6%

SHOULDER

4'-0"4'-0"

SHOULDER

H.C.L. & T.G.L.

¡ ROADWAY

TOP SLAB OF PRECAST UNITS

C.I.P. CONCRETE HEADWALL (TYP.)

LONGITUDINAL ELEVATION A-A

NOT TO SCALE

SEE NOTE 1 ELEVATION 'B' (TYP.)

ELEVATION 'A' (TYP.)

HEADWALL SLOPE SAME AS HIGHWAY SLOPE (TYP.)

ELEVATION 'C'

FLOW

SEE TYPICAL HIGHWAY SECTION

ITEM 562.03

WINGWALL (TYP.)

PRECAST CONCRETE

FACE OF RAIL (TYP.)

TOP OF FOOTING

BOTTOM OF WATERWAY

FINISHED GROUND/

CLOSURE POUR (TYP.)

4-RAIL STEEL BRIDGE RAILING (TYP.)

ELEVATION 1495.40 (TYP.)

CULVERT ELEVATION B-B

19'-0" CLEAR SPAN

NOT TO SCALE

F R

A M

E R

IS

E

STRUCTURE

PROPOSED

RAILING

C L

E A

R R

IS

E

D.H.W EL. 1507.8

O.H.W EL. 1503.1

ELEVATION 'A'

HEADWALL

CAST-IN-PLACE FOOTING (TYP.)

HP12x53 PILE (TYP.)

EL. 1498.23 (TYP.)

STREAMBED EL. 1499.40

EL. 1495.40 (TYP.)

AS NOTED

PLAN AND ELEVATION

GENERAL STRUCTURE

0 10 20 30 40'10

1" = 20'

STRUCTURES ENGINEER.

PROVIDE ALL LOAD RATING COMPUTATIONS TO THE REGIONAL

FACTOR RATING (LRFR) METHOD. THE CONTRACTOR SHALL ALSO

FACTOR RATING (LFD) METHOD AND THE LOAD AND RESISTANCE

CONTRACTOR SHALL PROVIDE LOAD RATINGS IN BOTH THE LOAD

EVALUATION" WITH ALL INTERIM PROVISIONS IN EFFECT. THE

SHALL BE IN ACCORDANCE WITH THE AASHTO "MANUAL FOR BRIDGE

APPROVAL BY THE DCES. THE SUBMITTED LOAD RATING INFORMATION

INFORMATION RECEIVED FROM THE CONTRACTOR AFTER REVIEW AND

THE LOAD RATING TABLE SHALL BE FILLED IN BY THE EIC FROM

INVENTORY

OPERATING

LOAD RATING (LFD)

HS

HS

INVENTORY

OPERATING

LRFR RATING FACTORS

HL-93

HL-93

TONS

TONS

4. CAST-IN-PLACE IS AN OPTION FOR UNITS AND WINGWALLS.

ATTACHED HEADWALL AND ITS ADJACENT SEGMENT.

3. THE FABRICATOR SHALL PROVIDE POSITIVE CONNECTION BETWEEN THE SEGMENT WITH AN

2. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 1".

1. THE LENGTH OF EACH CULVERT SEGMENT SHALL BE DETERMINED BY THE CONTRACTOR.

NOTES:

BR-1

0.3%

DATA TABLE FOR VALUES)

(SEE BOX CULVERT DESIGN

DESIGN FILL HEIGHTSHEET APPLIED WATERPROOF MEMBRANE

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

E D

B Y

E S

T

IM

A T

E D

B Y

D R

A F

T E

D B

Y C

H E

C K

E D

B Y

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R

SCALE

DATE

OVER

T L

IN

D

O

R

OTSGNI

VI

L

NCOUNTY

OY

W

E

N

K STAT

E

HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

O L

F O

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G E

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F O

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F F

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A E

G E

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13+00

AZ. 357°-59'-54"

STA. 12+60.50

OPENING BEGINS

STRUCTURE

STA. 12+79.50

OPENING ENDS

STRUCTURE

STA. 12+70.00

PROPOSED CULVERT�

A Z

A

PLAN

SPAN UNIT

REINFORCED CONCRETE

PROPOSED 19'-0" x 10'-0"

A

BREAK LINE (TYP.)

THEORETICAL SHOULDER

B

B

PROPOSED CULVERT�

F

LO

W

NOT TO SCALE

(TYP.)

3'-0"

(TYP.)

3'-0"

(T Y P

'-0

1'- 0" (T

YP

HEAVY STONE FILL (TYP.)

WATERWAY DIVERSION STRUCTURE

POTENTIAL LOCATION OF TERMPORARY

STONE KEYWAY (TYP.)

NONE

EARTHWORK PLAN

BR-2

LEGEND

EXISTING GROUND SURFACE

FOR STRUCTURE EXCAVATION (ITEM 206.01)

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES

EMBANKMENT IN PLACE (ITEM 203.03)

OF STANDARD PROCTOR MAXIMUM DENSITY

SELECT STRUCTURE FILL (ITEM 203.21), COMPACTED TO 95%

1. SEE DWG. NO. BR-3 FOR SECTION A-A AND SECTION B-B.

NOTES:

PREFABRICATED COMPOSITE STRUCTURAL DRAIN (PCSD) (ITEM 207.26)

STONE FILLING (HEAVY) (ITEM 620.05)

TEMPORARY WATERWAY DIVERSION STRUCTURE (ITEM 553.030001)

FOR TRENCH & CULVERT EXCAVATION - (ITEM 206.0201)

AREA ENCLOSED WITHIN THESE LINES DESIGNATES PAYMENT LINES

BEDDING MATERIAL (ITEM 620.0801)

CARNEY HOLLOW ROAD�

STRUCTURAL DRAIN (TYP.)

PREFABRICATED COMPOSITE

EDGE OF FOOTING (TYP.)

ITEM 202.19

EXISTING STRUCTURE TO BE REMOVED

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

E D

B Y

E S

T

IM

A T

E D

B Y

D R

A F

T E

D B

Y C

H E

C K

E D

B Y

JO

B

M A

N A

G E

R D

E S

IG

N

S U

P E

R V

IS

O

R

SCALE

DATE

OVER

T L

IN

D

O

R

OTSGNI

VI

L

NCOUNTY

OY

W

E

N

K STAT

E

HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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[F] erdmananthony.com

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M

145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

O L

F O

R D

-T U

F F

Y M

Y

A E

G E

R E

W

O L

F O

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-T U

F F

Y M

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A E

G E

R

SECTION B - B

NOT TO SCALE

1.5

TOGETHER AT THE SAME TIME (TYP.)

VERTICAL LINE SHALL BE PLACED

MATERIALS ON BOTH SIDES OF THIS

EXISTING GROUND

FINISHED GRADE TOP OF ROADWAY

SUBGRADE OF ROADWAY

FOR BY APPROPRIATE ITEMS.

PRECAST WINGWALL ITEM ARE PAID

OUTSIDE OF ITEMS INCLUDED IN

STRUCTURE EXCAVATION & BACKFILL

(T Y P

3'-0"

5'-0"

'-6

UNDER STONE FILLING

9" THICK BEDDING MATERIAL

HEAVY STONE FILL

3'-0"

SECTION A - A

NOT TO SCALE

TO BE REMOVED

EXISTING CULVERT

PROPOSED CULVERT

1.5

TOGETHER AT THE SAME TIME (TYP.)

VERTICAL LINE SHALL BE PLACED

MATERIALS ON BOTH SIDES OF THIS

1.5

SUBGRADE OF ROADWAY

HIGHWAY ITEMS

ITEM 207.26

STRUCTURAL DRAIN (PCSD) (TYP.),

PREFABRICATED COMPOSITE

1%1%

(TYP.)

3'-0"

(TYP.)

5'-0"

(T Y

P

(T Y P

EXISTING GROUND

(T Y

P

HEAVY STONE FILL (TYP.)

AS NOTED

EARTHWORK SECTIONS

BR-3

2. FOR SECTION A-A AND SECTION B-B LOCATIONS, SEE DWG. NO. BR-2.

1. SEE DWG. NO. BR-2 FOR LEGEND.

NOTES:

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

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C.I.N. 60000911

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AZ. 267°-59'-54"

PLAN

PROPOSED CULVERT�

NOT TO SCALE

S

P A C E S '-0

6"

'-6

2 SPACES @

7'-10"

1'-6"

1'-6"

S

P A C E S

2 SPACES @ 6'-9"

3'- 0"

1'- 6"

1'- 6"

'-6

'-6

'-0

3' -0

" 1' -6

1'

-6

2'-9"2'-9"2 SPACES @ 5'-6" 2 SPACES @ 5'-6" "2

2'-11

2'-9" 2 SPACES @ 5'-6"2'-9"2 SPACES @ 5'-6"

3'-0"

1'-6"1'-6"

3' -0

" 1' -6

1'

-6

STA. 12+79.50

STRUCTURE OPENING ENDS

6"

"2

3'-2

"2

'-1

"2

1'-8

"2

3'-1

"8

3'-

"8

1'-11

STA. 12+60.50

STRUCTURE OPENING BEGINS

A Z

4 5 6 7 8 9 10

1718192021

AS NOTED

PILE LAYOUT PLAN

LENGTH" TABLE FOR INCLUSION IN THE AS-BUILT PLANS.

7. AFTER COMPLETION OF THE PILE INSTALLATION, THE ENGINEER SHALL COMPLETE THE "ACTUAL PILE

DETAILS.

TO ASTM A148/A148M (GRADE 90/60) OR HIGHER GRADES. SEE DWG. NO. BR-12 FOR ADDITIONAL

6. EQUIP ALL STEEL PILES WITH H-PILE DRIVING SHOES FABRICATED FROM CAST STEEL CONFORMING

PILE.

MINIMUM DISTANCE OF 10 FEET FORM THE TEST PILE AND PROGRESSING AWAY FROM THE TEST

HOUR WAITING PERIOD. ADDITIONAL PILES MAY BE DRIVEN DURING THIS TIME, STARTING A

5. EACH DYNAMIC PILE TEST WILL CONSIST OF ONE TEST AT INITIAL DRIVE AND RESTRIKE AFTER A 72

SYSTEM USED.

AND PROVIDE THE DRIVING CRITERIA USED TO ACHIEVE THE TARGET CAPACITY FOR THE HAMMER

SHALL STATE WHETHER THE REQUIRED TARGET CAPACITY WAS ACHIEVED FOR EACH PILE TESTED

EQUATION ANALYSIS AND ACAPWAP ANALYSIS (OR EQUAL) FOR EACH PILE TESTED. THE REPORT

ACCORDANCE WITH ASTM D4945. THE PDA TESTING REPORT SHALL INCLUDE A REFINED WAVE

REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD. THE REPORT SHALL BE IN

WITHIN ONE WEEK AFTER THE DYNAMIC TESTING, THREE COPIES OF A THOROUGH TYPED WRITTEN

COUNTY.

THAT PILE FOR EXAMINATION, REPAIR, OR REPLACEMENT AS NEEDED AT NO EXTRA COST TO THE

BELOW GRADE PILE DAMAGE HAS OCCURRED, THE CONTRACTOR SHALL STOP DRIVING AND PULL

SHOULD THE RESULTS OF THE PDA TESTING INDICATE THAT A WELD HAS BROKEN OR THAT ANY

DYNAMIC MEASUREMENT AND ANALYSIS PROFICIENCY TEST.

* A CERTIFICATE OF PROFICIENCY WITH A RANK OF AT LEAST INTERMEDIATE IN THE PDCA/PDI

PROJECTS.

* DOCUMENTED EXPERIENCE IN PERSONALLY CONDUCTING DYNAMIC LOAD TEST ON AT LEAST 25

MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS:

DRIVING BY AN EXPERIENCED TECHNICIAN. THE TECHNICIAN OPERATING THE EQUIPMENT SHALL

WITHOUT DAMAGING THE PILES. THE EQUIPMENT SHALL BE INSTALLED AND MONITORED DURING

TO VERIFY AND ADJUST THE DRIVING CRITERIA AS NECESSARY TO ACHIEVE THE TARGET CAPACITY

PILES. THIS WORK IS TO BE PERFORMED BY A DYNAMIC TESTING CONSULTANT AND IS REQUIRED

CONFORMING TO ASTM D4945, STANDARD TEST METHOD FOR HIGH-STRAIN DYNAMIC TESTING OF

THE DYNAMIC LOAD TESTS AND ASSOCIATED REPORTING SHALL BE PERFORMED USING EQUIPMENT

PERSONNEL-DYNAMIC LOAD TESTING OF PILES".

LOCATION. REFER TO THE SPECIAL NOTE IN THE PROPOSAL TITLED "FURNISHING EQUIPMENT AND

SHALL BE A MINIMUM OF 5 FEET LONGER THAN THE ESTIMATED PILE LENGTH AT THE TEST

SHALL BE BASED ON THE RESULTS OF THESE TESTS. THE PILE USED FOR DYNAMIC PILE TEST

OTHER LOCATIONS ORDERED BY THE ENGINEER. THE DRIVING CRITERIA FOR THE REMAINING PILES

4. DYNAMIC PILE TESTS SHALL BE CONDUCTED ON THE FIRST PILE DRIVEN AT EACH ABUTMENT OR AT

3. PROVIDE STEEL BEARING PILES MEETING THE REQUIREMENTS OF ASTM A572 GRADE 50 STEEL.

2. THE MAXIMUM SERVICE LIMIT STATE AXIAL LOAD APPLIED TO THE PILES IS 70.0 KIPS PER PILE.

AN ESTIMATED LENGTH OF 30 FEET.

RESISTANCE FACTOR OF 0.65, A NOMINAL RESISTANCE OF 160.0 KIPS PER PILE. THESE PILES HAVE

96.0 KIPS PER PILE. DRIVE PILES TO PRACTICAL REFUSAL (20 BLOWS PER INCH), AND BASED ON A

1. THE HP12x53 PILES ARE DESIGNED TO SUPPORT A MAXIMUM STRENGTH LIMIT STATE AXIAL LOAD OF

NOTES:

BR-4

LEGEND

(1 ON 6)

BATTERED HP12x53, ITEM NO. 551.012053

THE ESTIMATED LENGTH OF PILE IS 30.0 ft.

FOR PILE TIP DETAILS, SEE DWG. NO. BR-12

FOR PILE SPLICE DETAILS, SEE DWG. NO. BR-12

PILE CUT-OFF ELEVATION IS 1497.40 ft.

SEE PILE NOTE 4

LOAD TEST, ITEM 551.14.

INDICATES PILE DESIGNATED FOR DYNAMIC PILE

NO.

PILE

NO.

PILE

CUT-OFF

BELOW

LENGTH

CUT-OFF

BELOW

LENGTH

PILE TABLE

CARNEY HOLLOW ROAD�

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

Y C

H E

C K

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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M

145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

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AZ. 267°-59'-54"

PROPOSED CULVERT�

16'-8"

A Z

PRECAST WINGWALL 3

16'-8"

16'-1" "4

16'-4

"2

17'-2"4

17'-9

33'-4" STEM WALL

C

C

P R E C A S T W

IN

G W

A

LL

D

D

15'-6"

(MIN.)

1'-0"

"2

17'-4

"4

16'-6

1'-0"

3'-0"

(M

IN

0°

0'0

150°0'0"

AS NOTED

PLAN

SOUTH SUBSTRUCTURE

BR-5

PLAN

" = 1'-0"16

SCALE:

1. SEE DWG. NO. BR-6 FOR SECTION C-C AND SECTION D-D.

NOTES:

CARNEY HOLLOW ROAD�

1' -0

3' -0

2' -0

4"

STA. 12+60.50

STRUCTURE OPENING BEGINS

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

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N E

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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A

M

145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

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6AE03 @ 12" MAX.

SOUTH FOOTING REINFORCEMENT PLAN

6AE03 @ 12" MAX.

6AE05 @ 12" MAX.

6AE05 @ 12" MAX.

2-6AE03 (TOP)

6AE04 @ 12" MAX.

6AE04 @ 12" MAX.

2-6AE03 (BOT.)

2-6AE05 (BOT.)

2-6AE04 (BOT.)

NOT TO SCALE

2-6AE04 (TOP)

2-6AE05 (TOP)

5AE01 @ 12" MAX.

5AE02 @ 12" MAX.

A E

M A X

SECTION C-C

NOT TO SCALE

5AE01 @ 12" MAX.

6AE03 @ 12" MAX. (E.F.)

6AE03 BARS PLACED AS SHOWN

5AE01 @ 12" MAX.

E M

B E

D M

E N

T

6AE03

PRECAST WINGWALL

SECTION D-D

NOT TO SCALE

5AE02 @ 12" MAX.

NON-SHRINK GROUT (SEE NOTE 2)

WINGWALL ANCHOR

INTEGRAL PRECAST

5AE02 @ 12" MAX.

12" MAX. (E.F.)

6AE04/6AE05 @

6AE04/6AE05 BARS PLACED AS SHOWN

E M

B E

D M

E N

T

6AE04/6AE05

AS NOTED

REINFORCEMENT PLAN

SOUTH SUBSTRUCTURE

BR-6

NOTES:

LEGEND:

NO. - INDICATES CONCRETE PLACEMENT

3. SEE DWG. NO. BR-5 FOR LOCATION OF SECTION C-C AND SECTION D-D.

701-06.y701-05 OR y2. GROUT SHALL MEET REQUIREMENTS OF

NOTED. ALL OTHER COVER SHALL BE 2" UNLESS OTHERWISE NOTED.

1. COVER FOR STEEL REINFORCEMENT IF FOOTING SHALL BE 3" UNLESS OTHERWISE

CONCRETE TABLE

PLACEMENT

(CY)

QUANTITY

ITEM NO.

555.001122

B D

C

N1

O

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJECT NAME

CLIENT

DRAWING TITLE

OF

SHEET NO. DRAWING NO.

DATE

P.I.N. EAA PROJECT NO.

D E

S

IG

N E

D B

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H E

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HIGHWAY DEPARTMENT

LIVINGSTON COUNTY

585.427.8888

585.427.8914

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:4

A

M

145 Culver Road, Suite 200

Rochester, NY 14620

CARNEY HOLLOW ROAD (CR-60)

CARNEY HOLLOW CREEK

CULVERT REPLACEMENT

4BNY.62 19738-00

JAN. 2025

C

S

IC

H A

K

C.I.N. 60000911

C

S

IC

H A

K E

W

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F O

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AZ. 267°-59'-54"

PROPOSED CULVERT�

3'- 0"

'-0

16'-8"

STA. 12+79.50

STRUCTURE OPENING ENDS

A Z

PRECAST WIN

GWALL 4

"4

'-5

19'-0"

16'-8"

16'-1" 16'-7"

18'-9"

'-9

16'-10""4

17'-9

170°0'0" 120°0'0"

'-0

(M

IN

'-0

17'-6"

(MIN.)

1'-0"

33'-4" PEDESTAL WALL

P R E C A S T W

IN

G W

A

LL 2

E

E

F

F

AS NOTED

PLAN

NORTH SUBSTRUCTURE

BR-7

PLAN

" = 1'-0"16

SCALE:

1. SEE DWG. NO. BR-8 FOR SECTION E-E AND SECTION F-F.

NOTES:

CARNEY HOLLOW ROAD�

1' -0

3' -0

" 2' -0

4"

1'- 0"

'-0

Christopher Sichak

CGS NYPE

DATEBYDESCRIPTIONNO.

EDUCATION LAW ARTICLE 145, SECTION 7209.

DRAWING IS A VIOLATION OF THE NEW YORK STATE

NOTE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS

PROJ…