PIN 4BNY47 and 4BNY48_ADDENDUM 1_Plan Revisions_3-4-25_stamped.pdf

N

E W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

T Y

L. 1261, P. 2983

T.A. 203.16-1-18

DEAN J. JOHANTGEN

N.F.

L. 1109, P. 265

T.A. 203.16-1-16

SANDRA S. MCKINNEY

N.F.

L. 1284, P. 2527

T.A. 203.16-1-12.112

JASON ABBEY

N.F.

M1-R1

M2-R1

M2M1

L. 1261, P. 1433

T.A. 203.16-1-17.1

ROBERT L. KEENE JR.

N.F.

PER L 233, P 269

LIVINGSTON COUNTY

PERMANENT EASEMENT TO

L. 1271, P. 1960

T.A. 203.16-1-12.2

JOHN H. STEVENSON

N.F.

M3

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF TRAVELWAY

DRIVEWAY

GRAVEL

EDGE OF PAVEMENT

PLANTER BED

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

#2

FRAME HOUSE

1 STORY

E 1389912.7980

ELEV 771.780'

N 930496.1300

W

IN

G W

A

LL

B U R

IE

D

WINGWALL

BURIED

WALKWAY

CONC.

30 MPH

GUIDE RAIL

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

DRIVEWAY

GRAVEL

WOODED

AREA

WOO

DE

D

AR

EA

W O O D

D

A R

GUIDE RAIL

5 MAILBOXES

DRIVEWAY

PAVED

DRIVEWAY

PAVED

DRIVEWAY

PAVED

CBP 20 (STA. 15+20.09)

15+00

ELEV: 772.288'

BM20

16+00

17+00

18"

12" 12" 18"

12" 12"

6"

8"

CLUMP 2"-3"

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No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

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084913

AS SHOWN

04-MAR-2025

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PIN 4BNY.47

BIN 2256330

No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

04-MAR-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

OVER MILL CREEK

GIBSON STREET

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

LIVINGSTON COUNTY, NY

VILLAGE OF DANSVILLE

IIK

2+00 3+004+00

P I

.7

C R E E

K

M

ILL

C R E E

K

M

ILL

GIBSON STREET

ELEVATION = 94.37 FT.

THE CONCRETE DECK, WHERE THE BRIDGE BEGINS (STA. 3+23.22), AT ITS CENTERLINE,

STATIONS AND ORIGINAL DESIGN ELEVATIONS. THE SITE BENCHMARK IS LOCATED ON

BEGIN AND END BRIDGE STATIONING AS SHOWN IN ORDER TO COINCIDE WITH RECORD

ONLY. THE CONTRACTOR SHALL REESTABLISH REFERENCE STATIONING BY UTILIZING

HORIZONTAL CONTROL LINE STATIONING SHOWN ON PLAN VIEW IS FOR REFERENCE

GRIDNORTH

& ELEVATION

BRIDGE PLAN

S1-1

M

IL

C

E E

K

F L

O W

< BRGS.

STA. 3+21.47

STA. 3+23.22

BRIDGE BEGINSEND MILL & OVERLAY

STA. 3+38.22

& OVERLAY

BEGIN MILL

STA. 4+14`

CLEAR OPENING

42'-8•"` STA. 1+50`

END MILL & OVERLAY

BEGIN MILL & OVERLAY

STA. 2+60.18

< BRGS.

STA. 2+76.93

BRIDGE ENDS

STA. 2+75.18

18.0°

SKEW

SHOULDER

2'-6"`

SHOULDER

2'-6"`

T R

A V

N E

T R

A V

N E

EL. 758.30`

TOP/FTG.

REMAIN (TYP.)

WINGWALL AND FOOTINGS TO

EXISTING BRIDGE, ABUTMENTS,

LENGTH (JT. TO JT.)

48'-0•"`= TOTAL BRIDGE

LENGTH (JT. TO JT.)

48'-0•"`= TOTAL BRIDGE

SCOPE OF WORK:

NOTES:

END BRIDGE STATIONING AS SHOWN IN ORDER TO COINCIDE WITH RECORD STATIONS.

THE CONTRACTOR SHALL REESTABLISH REFERENCE STATIONING BY UTILIZING BEGIN AND

HORIZONTAL CONTROL LINE STATIONING SHOWN ON PLAN VIEW IS FOR REFERENCE ONLY.

1.

2.

3.

4.

NOT NECESSARILY INDICATE THE SEQUENCE OF OPERATIONS.

TO BE PERFORMED ON THE EXISTING STRUCTURE. THIS DESCRIPTION DOES

THE FOLLOWING IS A GENERAL DESCRIPTION OF THE REHABILITATION WORK

CONCRETE AS REQUIRED

REPAIR EXISTING ABUTMENT

& T.G.L.

STA. LINE, H.C.L.

< GIBSON STREET

(TYP. BOTH ENDS)

ITEM 627.50140008

SAWCUT REBATE

CREEK WITH THEIR EQUIPMENT.

AT THE NORTH-EAST & SOUTH-EAST QUADRANTS IN ORDER TO ACCESS THE

THE CONTRACTOR MAY ELECT TO REMOVE TREES WITHIN THE HIGHWAY BOUNDARY

SAFETY REQUIREMENTS.

SUBSECTION 107-05 OF THE STANDARD SPECIFICATIONS FOR CONTRACTOR'S

HIGH VOLTAGE ELECTRICAL LINES ARE IN PROXIMITY TO THIS BRIDGE. REFER TO

EL. 758.30`

TOP/FTG.

(MATCH EXISTING GRADE)

PROPOSED GRADE

EXISTING

MATCH TO

(TYP. BOTH SIDES)

FILLING (HEAVY) ITEM 620.05

2'-6" THICK LAYER OF STONE

OF EXISTING FOOTING (TYP. BOTH ABUTMENTS)

PARTIAL DEPTH CONCRETE REPAIRS TO TOP AND FRONT FACE

A A

OF MILL CREEK.

OF THE BRIDGE, PROVIDED FOR THE IMPROVEMENT AND MAINTENANCE OF THE CHANNEL

PERMANENT EASEMENTS TO LIVINGSTON COUNTY EXIST ON THE NORTH AND SOUTH SIDES

BRIDGE PLAN

ELEVATION A-A

ITEM 584.14000016 RAPID HARDENING CONCRETE FOR BRIDGE AND APPROACH SLAB REPAIRS.

ITEM 579.02 REINFORCING BAR EXPOSURE REPLACE WITH

AND APPROACH SLAB REPAIRS.

ITEM 584.14000016 RAPID HARDENING CONCRETE FOR BRIDGE

OHW EL. 759.2`

SLAB

15' CONC. APPR.

SLAB

15' CONC. APPR.

LIMITS OF HYDRODEMOLITION AND UHPC OVERLAY

78'-•"

HYDRAULIC DATA

DRAINAGE AREA = 41.5 (SQ. MILES) FLOOD

BASIC

FLOOD

DESIGN

RECURRENCE INTERVAL (YRS.) 100 50

PEAK DISCHARGE (CFS) 2561 2294

OF MAX. BACKWATER

HIGH WATER ELEVATION @ PT. EXISTING* 766.6 766.3

PROPOSED 764.0 763.4

STRUCTURE (FT/S)

AVG. VELOCITY THRU EXISTING* 11.3 11.2

PROPOSED 12.0 11.5

MINIMUM HYDRAULIC OPENING IS 466 SF

(APRIL 5, 2010).

THE FEMA FLOOD INSURANCE STUDY FOR THE VILLAGE OF DANSVILLE

*NOTE: EXISTING ELEVATIONS AND VELOCITIES ARE REFERENCED FROM

5.

AND GROUND TO 1•" MIN. FINAL THICKNESS.

WHICH SHALL BE PLACED AT AN OVERPOURED THICKNESS OF APPROXIMATELY 1•"

DIAMOND GRINDING OF STRUCTURAL SLAB IS TO BE USED ON THE UHPC OVERLAY

(REMOVE 1•" OF CONCRETE, INSTALL 1•" UHPC OVERLAY) (SEE NOTE 5)

78'-0•"

0 10 20 30 40'

SCALE BAR

2" TOP COURSE

110'` ASPHALT MILL & OVERLAY

2" TOP COURSE

76'` ASPHALT MILL & OVERLAY

(SEE PROPOSED BRIDGE SECTION ON S1-3)

- RESEAL EXISTING BRIDGE CONSTRUCTION JOINTS.

CLEAN AND REGRADE ROADSIDE BENEATH AND BEHIND RAIL.

PAVE 2" TO 3"` TOP COURSE FLUSH WITH CONCRETE RAMP. SLOPE TO DRAIN AWAY FROM ROAD, 1.5% SLOPE MAX.

- MISCELLANEOUS MILLING AND PAVING AT THE ENDS OF SIDEWALK RAMPS, ALL 4 CORNERS. MILL 1"` AND

IDENTIFIED AND REPLACE WITH 2" TOP COURSE OVERLAY. MATCH EXISTING.

- REMOVE TOP 2" OF THE EXISTING ASPHALT APPROACH PAVEMENT USING MILLING, TO THE LIMITS

- PERFORM DIAMOND GRINDING AND LONGITUDINAL SAWCUT GROOVING ON UHPC OVERLAY.

TO THE LIMITS IDENTIFIED AND REPLACE WITH UHPC OVERLAY.

- REMOVE TOP 1•" OF EXISTING DECK CONCRETE AND APPROACH SLAB CONCRETE USING HYDRODEMOLITION,

- REPAIR APPROACH SLABS IN AREAS AS DESIGNATED BY THE ENGINEER.

- INSTALL HEAVY STONE SCOUR PROTECTION IN FRONT OF BOTH ABUTMENTS.

AND STEMS AT SPECIFIED LOCATIONS.

- PERFORM PARTIAL DEPTH CONCRETE REPAIRS TO THE ABUTMENT FOOTINGS

7A1

A1

ITEM 614.060301 (3 EACH)

FACILITATE ACCESS TO STREAM, SEE NOTE 4,

TREE REMOVALS, ONLY AS NECESSARY TO

ITEM 614.060201 (2 EACH)

FACILITATE ACCESS TO STREAM, SEE NOTE 4,

TREE REMOVALS, ONLY AS NECESSARY TO

A1

A1

A1 ADDENDUM #1 YD 3-4-25

E X I S

T

O P

O S

E D

O

T

O U

T

BARRIER (TYP.)

4" YELLOW DOUBLE

LINES (TYP.)

4" WHITE EDGE

SEE NOTE 3 (TYP.)

PERMANENT EASEMENT LINE,

FOUR RAIL TO REMAIN (TYP.)

EXISTING STEEL BRIDGE RAILING,

SIDEWALK TO REMAIN (TYP.)

EXISTING STONE CURB & CONCRETE

ABUTMENT FOOTING (TYP. B.S.)

PARTIAL DEPTH REPAIRS TO

TO BE REMOVED BY OTHERS

RETIRED GAS LINE ACROSS CREEK

SEE NOTE 1

(TYP. BOTH SIDES)

FILLING (HEAVY) ITEM 620.05

2'-6" THICK LAYER OF STONE

PLAN & DETAILS ON DWG. X

CRACKS ON DECK, SEE DECK REPAIR

FULL DEPTH REPAIRS TO LONGITUDINAL

STREAM, ITEM 606.53

NECESSARY FOR ACCESS TO

RAILING, (54 LF) ONLY AS

EXISTING BOX BEAM GUIDE

REMOVE, STORE AND RESET

ACCESS TO STREAM, ITEM 606.53

(52 LF) ONLY AS NECESSARY FOR

EXISTING BOX BEAM GUIDE RAILING,

REMOVE, STORE AND RESET

FOUR RAIL TO REMAIN (TYP.)

EXISTING STEEL BRIDGE RAILING,

SEE NOTE 3 (TYP.)

EXISTING PERMANENT EASEMENT LINE,

C U

B

R B

A

H

V

E R

L A

Y

L I

M I

L

L I

G

(SEE DWG. S1-12 FOR DETAILS) (TYP.)

REPAIR AS ORDERED BY ENGINEER

PARTIAL DEPTH APPROACH SLAB

ITEM 567.51000009

SLAB AND DECK (TYP. BOTH ENDS)

RESEAL JOINT BETWEEN APPROACH

APPR. SLAB (TYP.)

15'-0" CONC.

WATERLINE

EXISTING ABANDONED 6"

APPROXIMATE LOCATION OF

ACTIVE 16" WATERLINE

APPROXIMATE LOCATION OF EXISTING

FACE OF RAIL

1' -0

1' -0

APPROACH SLABS

ITEM 584.21010001 - UHPC OVERLAY (1•") ON BRIDGE DECK AND

HYDRODEMOLITION - REINFORCEMENT EXPOSURE NOT REQUIRED

ITEM 579.03000002 - STRUCTURAL SLAB RECONSTRUCTION PREPARATION,

SEE DETAIL ON DWG. S1-12

DIRECTED. (TYP. ALL 4 CORNERS)

A.O.B.E., AND PLACE 2"` TOP COURSE, AS

AREA AT BASE OF CONCRETE SIDEWALK RAMP,

MISCELLANEOUS MILLING OF SHOULDER/SIDEWALK

G

G

INV. E: 769.27

TG: 770.57

RTC

G

INV. W: 768.10

INV. E: 768.05

TG: 770.90

INV. E: 768.48

TG: 771.18

W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

S1-5

AND INDEX

ESTIMATE OF QUANTITIES

ENGINEER'S ESTIMATE (BIN 2256330)

ITEM DESCRIPTION UNIT QUANTITY

ESTIMATED

QUANTITY

FINAL

203.03 EMBANKMENT IN PLACE CY 32

206.01 STRUCTURE EXCAVATION CY 135

206.0201 TRENCH AND CULVERT EXCAVATION CY 149

404.0001 PLANT PRODUCTION QUALITY ADJUSTMENT TO ASPHALT ITEMS QU 4

404.0982 9.5 F2 TOP COURSE ASPHALT, 80 SERIES COMPACTION TON 79

407.0102 DILUTED TACK COAT GAL 67

490.30 MISCELLANEOUS COLD MILLING OF BITUMINOUS CONCRETE SY 630

520.05000010 SAW CUTTING PCC AND COMPOSITE PAVEMENT LF 25

553.020001 COFFERDAMS (TYPE 2) EACH 1

553.020002 COFFERDAMS (TYPE 2) EACH 1

556.0202 EPOXY-COATED BAR REINFORCEMENT FOR STRUCTURES LB 2,100

559.01 PROTECTIVE SEALING OF STRUCTURAL CONCRETE ON NEW BRIDGE, DECKS AND BRIDGE DECK OVERLAYS SF 1,880

559.03 PROTECTIVE SEALING OF EXISTING STRUCTURAL CONCRETE AND EXISTING BRIDGE DECKS SF 2,900

567.51000009 SEALING EXISTING BRIDGE JOINTS LF 48

579.03000002 STRUCTURAL SLAB RECONSTRUCTION PREPARATION, HYDRODEMOLITION- REINFORCEMENT EXPOSURE NOT REQUIRED SF 1,880

582.0051 REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE CY 13

582.99 PERFORMANCE CONCRETE QUALITY ADJUSTMENT - REMOVAL AND REPLACEMENT OF STRUCTURAL CONCRETE QU 1

584.14000016 RAPID HARDENING CONCRETE FOR BRIDGE AND APPROACH SLAB REPAIRS LB 1,240

584.21010001 ULTRA HIGH PERFORMANCE CONCRETE (UHPC) OVERLAY CF 240

586.0201 DRILLING AND GROUTING BOLTS OR REINFORCEMENT BARS EACH 335

606.53 RESETTING BOX BEAM GUIDE RAILING LF 106

614.060201 TREE REMOVAL OVER 6 INCHES TO 12 INCHES DIAMETER BREAST HEIGHT - STUMPS CUT TO ABOVE GRADE EACH 2

614.060301 TREE REMOVAL OVER 12 INCHES TO 18 INCHES DIAMETER BREAST HEIGHT - STUMPS CUT TO ABOVE GRADE EACH 3

619.01 BASIC WORK ZONE TRAFFIC CONTROL LS 1

619.04 TYPE III CONSTRUCTION BARRICADE EACH

619.111211 (PVMS) STANDARD SIZE - LINE OR CHARACTER MATRIX (LED) NOOPTIONAL EQUIPMENT SPECIFIED NO CELLULAR COMMUNICATION REQD CW 2

619.1711 TEMPORARY POSITIVE BARRIER - CATEGORY 1 (PINNING PROHIBITED) LF

619.1719 WARNING LIGHTS ON TEMPORARY POSITIVE BARRIERS EACH

620.05 STONE FILLING (HEAVY) CY 303

620.0801 BEDDING MATERIAL, TYPE 1 CY 62

625.01 SURVEY OPERATIONS LS 1

627.50140008 CUTTING PAVEMENT LF 60

637.11 ENGINEER'S FIELD OFFICE - TYPE 1 MNTH 3

640.20 WHITE PAINT REFLECTORIZED PAVEMENT STRIPES - 20 MILS LF 600

640.21 YELLOW PAINT REFLECTORIZED PAVEMENT STRIPES - 20 MILS LF 600

697.03 FIELD CHANGE PAYMENT DC

698.04 ASPHALT PRICE ADJUSTMENT DC 100

698.05 FUEL PRICE ADJUSTMENT DC 100

699.040001 MOBILIZATION LS 1

637.34 OFFICE TECHNOLOGY AND SUPPLIES DC 2,000

28,000

INDEX OF DRAWINGS (BIN 2256330)

NO.

SHEET

TITLE

NO.

DWG.

SITE 1 GIBSON STREET BRIDGE (BIN 2256330)

6 GIBSON STREET DETOUR PLAN, WZTC DETAILS & NOTES WZTC1-1

7 GENERAL PLAN & ELEVATION S1-1

8 TYPICAL EXISTING SECTIONS S1-2

9 TYPICAL PROPOSED SECTIONS S1-3

10 PROFILE S1-4

11 ESTIMATE OF QUANTITIES AND INDEX S1-5

12 GENERAL NOTES S1-6

13 EARTHWORK PLAN S1-7

14 EARTHWORK SECTIONS S1-8

15 WEST ABUTMENT PLAN, ELEVATION, SECTION & REPAIR DETAILS S1-9

16 EAST ABUTMENT PLAN, ELEVATION, SECTION & REPAIR DETAILS S1-10

17 CONCRETE ABUTMENT REPAIR DETAILS S1-11

18 MISCELLANEOUS REPAIR DETAILS S1-12

A1

11A1

A1 ADDENDUM #1 YD 3-4-25

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OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

JS

084913

AS SHOWN

04-MAR-2025

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No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

04-MAR-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

OVER MILL CREEK

GIBSON STREET

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

LIVINGSTON COUNTY, NY

VILLAGE OF DANSVILLE

IIK

W

YORK S

TA

T

E

L

IV

IN

GSTON COUN

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

EDGE OF TRAVELWAY

EDGE OF PAVEMENT

PLANTER BED

EDGE OF PAVEMENT

EDGE OF TRAVELWAY

#2

FRAME HOUSE

1 STORY

E 1389912.7980

ELEV 771.780'

N 930496.1300 W

IN

G W

A

LL

B U R

IE

D

WINGWALL

BURIED

WALKWAY

CONC.

30 MPH

GUIDE RAIL

EDGE OF TRAVELWAY

WOODED

AREA

WOO

DE

D

AR

EA

W O O D

GUIDE RAIL

5 MAILBOXES

DRIVEWAY

PAVED

DRIVEWAY

PAVED

CBP 20 (STA. 15+20.09)

ELEV: 772.288'

BM20

L. 1261, P. 2983

T.A. 203.16-1-18

DEAN J. JOHANTGEN

N.F.

L. 1109, P. 265

T.A. 203.16-1-16

SANDRA S. MCKINNEY

N.F.

L. 1284, P. 2527

T.A. 203.16-1-12.112

JASON ABBEY

N.F.

M1-R1

M2-R1

M2M1

PER L 233, P 269

LIVINGSTON COUNTY

PERMANENT EASEMENT TO

L. 1271, P. 1960

T.A. 203.16-1-12.2

JOHN H. STEVENSON

N.F.

M3

L. 1261, P. 1433

T.A. 203.16-1-17.1

ROBERT L. KEENE JR.

N.F.

L. 1284, P. 2527

T.A. 203.16-1-12.112

JASON ABBEY

N.F.

18"12"

12"

12" 14"

CLUMP 2"-3"

8"

6"

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T E

T I

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

Plot Date:Checked By:

Drawn By:

Designed By: Project No.:

Scale:

JS

JS

084913

AS SHOWN

04-MAR-2025

V

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M A

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No. Appd. DateSubmittal / Revision

Drawing No.:

OF THE ALTERATION.

DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION

NOTATION "ALTERED BY" FOLLOWED BY THEIR SIGNATURE, THE

SURVEYOR SHALL STAMP THE DOCUMENT AND INCLUDE THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

STAMP OF A LICENSED PROFESSIONAL IS ALTERED, THE ALTERING

SURVEYOR TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE

ENGINEER, ARCHITECT, LANDSCAPE ARCHITECT OR LAND

ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL

IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE

SHEET

Plot Date:

04-MAR-2025

Checked By:

Drawn By:

Designed By: Project No.:

Scale:

OVER MILL CREEK

GIBSON STREET

716.847.6310 www.chacompanies.com

Buffalo, NY 14202

2200 Main Place Tower

Drawing Copyright © 2025

LIVINGSTON COUNTY, NY

VILLAGE OF DANSVILLE

IIK

EXCAVATION & EARTHWORK PLAN

S1-7

PLAN

EARTHWORK

NOTES:

1.

GRIDNORTH

GIBSON STREET

2:1

2:1

3+00 2+00

C

S1-

B

S1-

D

S1-

S1-

A

& T.G.L.

STA. LINE, H.C.L.

< GIBSON STREET

4.

3.

SAFETY REQUIREMENTS.

SUBSECTION 107-05 OF THE STANDARD SPECIFICATIONS FOR CONTRACTOR'S

HIGH VOLTAGE ELECTRICAL LINES ARE IN PROXIMITY TO THIS BRIDGE. REFER TO

2.

DETAILS, SEE DWG. S1-8.

INCLUDING EXCAVATION & BACKFILL LIMITS, ELEVATIONS AND

FOR EXCAVATION AND EARTHWORK SECTIONS A-A, B-B, C-C, D-D

KEY

5'-0"

KEY

5'-0"

11' -6"̀

16' -8"̀

17' -6"̀

12' -6"̀

9'- 9"̀

LEGEND

ITEM 206.01

PAYMENT LINE FOR STRUCTURE EXCAVATION

CULVERT EXCAVATION - (ITEM 206.0201)

DESIGNATES PAYMENT LINES FOR TRENCH &

AREA ENCLOSED WITHIN THESE LINES

(HEAVY) (ITEM 620.05).

DENOTES AREA OF STONE FILLING LIMITS

(ITEMS 553.020001 & 553.020002)

DESIGNATES COFFERDAM (TYPE 2) -

CHANNEL OF MILL CREEK.

SIDES OF THE BRIDGE, PROVIDED FOR THE IMPROVEMENT AND MAINTENANCE OF THE

PERMANENT EASEMENTS TO LIVINGSTON COUNTY EXIST ON THE NORTH AND SOUTH

WITH THEIR EQUIPMENT.

AT THE NORTHEAST & SOUTHEAST QUADRANTS IN ORDER TO ACCESS THE CREEK

THE CONTRACTOR MAY ELECT TO REMOVE TREES WITHIN THE HIGHWAY BOUNDARY

C R E E

K

M

E E

K

M

15'-6"̀

'-0

- BEDDING MATERIAL, TYPE 1 (ITEM 620.0801)

5'-3

5'-6

5'-3

8'-0

WINGWALL

NORTHEAST

0 15' 30'

SCALE BAR

A1

A1

ITEM 614.060201 (2 EACH)

TO FACILITATE ACCESS TO STREAM,

TREE REMOVALS, ONLY AS NECESSARY

13A1

ITEM 614.060301 (3 EACH)

TO FACILITATE ACCESS TO STREAM,

TREE REMOVALS, ONLY AS NECESSARY

A1

A1 ADDENDUM #1 YD 3-4-25

SEE NOTE 3 (TYP.)

PERMANENT EASEMENT LINE,

SEE NOTE 3 (TYP.)

EXISTING PERMANENT EASEMENT LINE,

SEE NOTE 1

(TYP. BOTH SIDES)

FILLING (HEAVY) ITEM 620.05

2'-6" THICK LAYER OF STONE

(TYP)

FILL (HEAVY)

LIMITS OF STONE

EDGE OF WATER

ITEM 553.020002

COFFERDAM, TYPE 2

REMOVED BY OTHERS

ACROSS CREEK TO BE

RETIRED GAS LINE

10' -8"̀

EXISTING ABANDONED 6" WATERLINE

APPROXIMATE LOCATION OF

ITEM 553.020001

COFFERDAM, TYPE 2

3'̀

6'-0

NORTHWEST WINGWALL

SOUTHWEST WINGWALL

WINGWALL

SOUTHEAST

ACTIVE 16" WATERLINE

LOCATION OF EXISTING

APPROXIMATE

G

G

INV. E: 769.27

TG: 770.57

RTC

G

INV. W: 768.10

INV. E: 768.05

TG: 770.90

INV. E: 768.48

TG: 771.18