Plans - NY FLAP DOT 63(1).pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Construction Plans

Erosion and Sediment Control Narrative

Erosion and Sediment Control Plans

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 1.1 Miles

ADT (2023)

ADT (2043)

DHV

%Truck

D

V (MPH)

60/40

9%

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

e(max) 8%

C/A None miscellaneous work.

Audible Roadway Delineators (CARDs), and other installation of guardrail, pavement markings, Centerline box culvert and pipe culverts. The work also includes

The work includes asphalt overlay and replacement of

GENESEE AND ORLEANS COUNTIES, NEW YORK

ROADWAY IMPROVEMENT TO NYS ROUTE 63

(miles)

Length StationsSchedule Description

Know what'sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

A01

A02-A03

A04

B01

C01

D01-D08

M01

M03-M06

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

OF TRANSPORTATION

NEW YORK STATE DEPARTMENT

NYSDOT

PROJECT NY FLAP DOT 63(1)

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

ROAD: SUBGRADE

3" ACP Overlay

ROAD: WIDTH

24'

SURFACE BASE

N/A

NYS Route 63

MAY, 2023

Project Manager

Dan Weston

Lead Designer

Chris Burnell

Highway Design Manager

Jamal Ghazi Alam

N

RochesterBuffalo Syracuse

Albany

New York

Binghamton

SCALE IN MILES

STATE OF NEW YORK

KEY MAP

Basom

New York State Th ruway

Barre Center

Clarendon

Batavia

South Byron

East Oakfield

Pembroke

Millville

Medina

Alban

31 31A

2.2 Miles

Project NY FLAP DOT 63(1)

Project NY FLAP DOT 63(1)

INTERSTATE

INTERSTATE

INTERSTATE

A Mill and Overlay

NYS Route 63 1.1

Schedules and SummariesC02-C03

K01-K02 Drainage Cross Sections

N

7"-9.5" ACP over 7"-8.5" PCC N/A

S01-S29 Standards And Details

A05 Alignment Data

138+12 to 195+30

209+79 to 209+89

224+75 to 225+89

244+60 to 245+75

A06-A08 Survey Control Data

NYSDOT MAINTENANCE JURISDICTION:

M02 Erosion and Sediment Control Wetland Impacts

B Culvert Replacements

NYS Route 63 156+04

209+84

225+32

245+17

N/A

STATE PROJECT

NUMBER

SHEET

NY NY FLAP DOT 63(1) A01

:1

P

M

M a y

T it le

S h e e t

P R

O J E

C T

S

A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_ D e v

\C A

D D

\A

-N

Y -F

L A

P

D O

T

-1 tt l.

d g n c

Inside diameter ID

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transition)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve central angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

Center to center cc, c-c or c. to c.

Centerline C

Concrete Pavement

GACPGyratory Mix, Asphalt

Gage(gauge) ga.

Galvanized galv.

Expansion joint exp. jt.

Excavation exc.

ESALEquivalent Single Axle Load

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

BWBroken White

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

BATBackslope Anchor Terminal

Back BK

Footing ftg.

FATFlared Anchor Terminal

Drop Inlet DI

Drawing(s) dwg(s), or drwg(s)

DSYDouble Solid Yellow

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

West W

Vertical point of intersection VPI

Vehicle per hour vph embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

Mile[Kilometer] post M.P[K.P.]

Maximum max.

Material matl.

Mainline M.L.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transition)

Tangent distance Ts

(tangent length)

Tangent distance T

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original ground OG

North N

Normal crown NC or NCR

Nominal Max. Size Aggregate NMSA

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

Pavement pvmt.

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

SBTSteel Backed Timber

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

SWSolid White

Section Sec.

x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

P/LP/L

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

26 25 69426 25 694ROUTE NUMBERS

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

EOP

EOG

N

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

INTERSTATE U.S. STATE

AREA PATTERN

MATERIAL SOURCE

NORTH ARROW

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

Sheet 1 of 2

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

L

:2

A

S e p te m b e r

A

C

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\N Y

F L

A P

D O

T

(1

C

A D

D \A

-A

-N

Y -F

L A

P

D O

T

-1 s y m .d g n

SYMBOLS AND ABBREVIATIONS

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A02

R/W R/W

R/W R/W

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

P/E C/E

FOUND

36 31

6 1

PROJECTED

SECTION CORNER

SECTION CORNER4

SECTION16

P/E C/E

TB or TP

P P or

UD UD

W W

FO=Fibre optics

T=Telephone, E&T=Joint Electrical and Telephone

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

E=electrical, FO=fiber optics SD=storm drain, T=telephone, W=water G=gas, O=oil, P=power, SS=sanitary sewer, UNDERGROUND UTILITIES

No Symbol

TB or TP

P P or or

UD UD

W W

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

wall facewall face

TB or TP or

MEDIAN & SIDE (CONCRETE) BARRIER

No Symbol

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:PROPOSEDEXISTING

Sheet 2 of 2

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

FENCE, TORTOISE BARRIER

FIBER ROLLS

CULVERT IDENTIFICATION NUMBER

BRIDGE IDENTIFICATION NUMBER BIN

CIN

ASPHALT CONCRETE PAVEMENT ACP

U.S. DEPARTMENT OF TRANSPORTATION

:2

S e p te m b e r

A

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk S e ts

\N Y

-F L

A P

D

O T

-1

\d g n \A

-A

-N

Y -F

L A

P

D O

T

-1 s y m .d g n

SYMBOLS AND ABBREVIATIONS

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A03

E 1199755.010

N 1136984.360

138+12

NY FLAP DOT 63(1)

BEGIN PROJECT

E 1199789.429

N 1147746.059

245+74

NY FLAP DOT 63(1)

END PROJECT

See Note 3.

Install PCMS.

See Note 3.

Install PCMS.

12 miles

Rochester

Staging area

186+40

Gravel Parking

34.5 miles

Buffalo

PCMS with the CO.

Coordinate the final location and message for3.

closures.

See Detail E635-B for all other lane 2.

closures for construction of box culverts.

Use Details E635-A and E635-C for lane 1.

NOTES:

SCALE IN MILE

0 1 2

N

U.S. DEPARTMENT OF TRANSPORTATION

:5

M a r c h

L o c a ti o n

M a p

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk S e ts

\N Y

-F L

A P

D

O T

-1

\D g n \A

-N Y

-F L

A P

D

O T

-1 lo c .d g n

LOCATION MAP

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A04

U.S. DEPARTMENT OF TRANSPORTATION

:2

S e p te m b e r

A

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk

S e ts

\N Y

-F L

A P

D

O T

-1

\D g n \A

-N

Y -F

L A

P D

O T

-1 a li

.d g n

ALIGNMENT DATA

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A05

SET REBAR/CAP STA. 169+13.09636.141199801.2101149385.552CBP290

SET REBAR/CAP STA. 164+19.43626.521199803.5251148891.895CBP280

SET REBAR/CAP STA. 159+27.36622.081199804.7181148399.821CB270

SET REBAR/CAP STA. 153+57.85619.521199808.3061147830.325CB260

SET REBAR/CAP STA. 148+48.40619.591199809.0581147320.878CB250

SET REBAR/CAP STA. 143+21.14618.961199811.3771146793.621CB240

SET REBAR/CAP STA. 137+67.14618.521199813.3591146239.626CB230

SET REBAR/CAP STA. 132+22.21617.161199814.6131145694.695CB220

SET REBAR/CAP STA. 127+40.40617.711199815.7741145212.889CB210

SET REBAR/CAP STA. 121+69.67617.391199814.8241144642.163CB200

SET REBAR/CAP STA. 116+84.72617.341199815.0911144157.205CB190

SET REBAR/CAP STA. 111+95.55625.651199770.1021143670.115CB180

SET REBAR/CAP STA. 105+10.61619.501199815.5121142986.683CB170

SET REBAR/CAP STA. 98+91.75617.421199772.6231142369.305CB160

SET REBAR/CAP STA. 93+23.19615.841199763.9431141800.818CB150

SET REBAR/CAP STA. 88+18.27615.661199807.4031141297.764CB140

SET REBAR/CAP STA. 81+63.26616.321199770.8521140643.774CB130

N.Y.S.D.O.T. REBAR/CAP STA. 75+84.00616.251199763.3751140064.564CB120

N.Y.S.D.O.T. REBAR/CAP STA. 63+13.62617.231199790.9791138794.489CB110

N.Y.S.D.O.T. REBAR/CAP STA. 50+00.00616.431199735.3081137482.046CB100

REBAR/CAP STA. 43+54.46617.961199769.9631136837.437CB90

REBAR/CAP STA. 39+35.10617.981199731.4731136419.843CB80

REBAR/CAP STA. 34+48.70617.511199726.5391135933.472CB70

REBAR/CAP STA. 28+82.51617.581199757.0041135368.103CB60

REBAR/CAP STA. 23+81.73617.681199753.3501134867.340CB50

REBAR/CAP STA. 18+73.88618.721199713.0221134361.089CB40

REBAR/CAP STA. 12+76.03629.321199744.9481133764.093CB30

NUMBER

REMARKSELEV.EASTINGNORTHINGPOINT

U.S. SURVEY FEETUNITS:

NAVD 88 (GEOID 12B)VERTICAL DATUM:

NEW YORK STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 83 (CORS 2011) HORIZONTAL DATUM:

N

EX

T

M

IL

ES

V Z

N G

G R

A V E L

D R

IV

E

D R

IV

E

G R

A V E L

F L

U S

H

G O

O D

1" P

IP

E

W

IT

N E S S

P

O S T

T

A L L

I

B E

A M

D R

IV

E

A S P

H A L T

"U S

F

IS

W

IL

D L

IF

E

D

IS

K

IN

N C

R E T E

N A T

IO

N

D L

IF

F

U G E

E N T E

R

IN

G

IR

O Q

U O

IS

N G

N M

N N

STA. 6+35.22

REBAR/CAP

CB 20

STA. 12+76.03

REBAR/CAP

CB 30

4'

Az. 91°A z . 3

A z . 1

A z

W

IL

D L

F

U G E

N A T

IO

N A L

W

IL

D L

F

U G E (2

N A T

IO

N A L

N o f

C B

N N

STA. 18+73.88

REBAR/CAP

CB 40

STA. 23+81.73

REBAR/CAP

CB 50

1'

2'

Az. 90°

Az. 273°

A z

0°

N o f

C B

N

EX

T

1/

M

IL

E

NN

STA. 34+48.70

REBAR/CAP

CB 70

STA. 28+82.51

REBAR/CAP

CB 60

55'

1'

2'

Az. 91°

A

z. 308°

Az. 269°

Sheet 1 of 3

NO SCALE

NOTE:

Azimuth angle shown is based on north axis at clockwise rotation.1.

U.S. DEPARTMENT OF TRANSPORTATION

:2 u g u s t

A

S u r v e y S h e e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_

D e v \C

A D

D \A

-N

Y -F

L A

P D

O T

-1 s u r.

d g n

SURVEY CONTROL DATA

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A06

N o f

C B

STA. 98+91.75

REBAR/CAP

CB 160

2'

Az. 269°

N

STA. 93+23.19

REBAR/CAP

CB 150

STA. 88+18.27

REBAR/CAP

CB 140

STA. 81+63.26

REBAR/CAP

CB 130

13'

1'

1'

Az. 270°

A z

Az. 89°

A z . 3

A z

Az. 98°

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

N

EX

T

M

IL

E

N

STA. 75+84.00

REBAR/CAP

N.Y.S.D.O.T.

CB 120

5'

Az. 270°

A z . 3

N a t io n a l

H e r it a g o r r id o r

E r ie a n a t w a y

E N T E

R

IN

G

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

N A

T

IO

N A

L

P A

R K

S E

R V

IC

E

N O

R T

H

D R

IV

E G

R A

V E L

IN

V :6

.0

C M P

IN

V :6

.7

C M P

M A

R K E

R S

R

NN

E L E

V :6

.4

R E F

U G E

S

IG

N

1.

u

A .G

E A S T

P

O

T

F

D L

IF

E

S

B

N

IL

IN

B M

N o f

C B

N N N

A L

U M

IN

U

C

F

D L

IF

E

S E

R V

IC

E

U .S

D E P

A R T

M E

F

IN

T E

R

IO

R

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

S T

R E E T

S T

O P

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

W

IL

D L

F

U G E

IR

O

Q U

T

IO

N A L

STA. 105+10.61

REBAR/CAP

CB 170

STA. 111+95.55

REBAR/CAP

CB 180

STA. 116+84.72

REBAR/CAP

CB 190

5'

7'

3'

Az. 92°

A z . 1

Az. 270°

Az. 90° A z

Sheet 2 of 3

NO SCALE

H A

Z Z

A R

D

B R I

D G

E

H A

Z Z

A R

D

B R I

D G

E

I

N

R E F L E C T

O R

R E F L E C T

O R

R E F L E C T

O R

N N

STA. 50+00.00

REBAR/CAP

N.Y.S.D.O.T.

CB 100

STA. 63+13.62

REBAR/CAP

N.Y.S.D.O.T.

CB 110

9'

4'

A z . 1

Az. 91°

A z

Az. 271°

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

N

STA. 39+35.10

REBAR/CAP

CB 80

1'

A z

Az. 269°

B .I

.N

H A Z

A R

D

B R

ID

G E

H A Z

A R

D

B R

ID

G E

H A Z

A R

D

B R

ID

G E

H A Z

A R

D

B R

ID

G E

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

G U

ID

IL

B

X

B

A M

N

STA. 43+54.46

REBAR/CAP

CB 90

N

EX

T

1/

M

IL

E

H A

Z Z

A R

D

B R I

D G

E

H A

Z Z

A R

D

B R I

D G

E

U.S. DEPARTMENT OF TRANSPORTATION

:2 u g u s t

A

S u r v e y S h e e fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S

A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_

D e v \C

A D

D \A

-N

Y -F

L A

P D

O T

-1 s u r.

d g n

SURVEY CONTROL DATA

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A07

Sheet 3 of 3

NO SCALE

M A

R K E

R S

R

' N o f 1

N

STA. 121+69.67

REBAR/CAP

CB 200

2'

Az. 93°

D R

IV

E

G R

A V E L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

IN

V :6

.2

C M P

V A

U L T L

O C

K E

D

IA

A

IN

A G E

R E F L E

C T

O R

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

NNN

STA. 137+67.14

REBAR/CAP

CB 230

STA. 132+22.21

REBAR/CAP

CB 220

STA. 127+40.40

REBAR/CAP

CB 210

84°

2'

5'1'1

2'

A z . 1

Az. 90°

Az. 90° Az. 274°

' N o f C

B

N

STA. 143+21.14

REBAR/CAP

CB 240

2'

Az. 90° R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

T

R E

E

' N o f C

B

W

IL

D L

F

U G E

E N T E

R

IN

G

IR

O Q

U

T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

R E F

U G E

W

IL

D L

IF

E

N A T

IO

N A L

.5

O D

1/

R E

B A

R

T

T

N N N

STA. 148+48.40

REBAR/CAP

CB 250

STA. 153+57.85

REBAR/CAP

CB 260

STA. 159+27.36

REBAR/CAP

CB 270

19'

1'

1'

A z

Az. 87°

Az. 88°

A z

Az. 268°

U.S. DEPARTMENT OF TRANSPORTATION

:4

N o v e m b e r

A

S u r v e y S h e e

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk S e ts

\N Y

-F L

A P

D

O T

-1

\D g n \A

-A

-N

Y -F

L A

P

D O

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-1 s u r.

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SURVEY CONTROL DATA

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) A08

between the lifts.

nominal maximum size aggregate. Place tack coat Place asphalt pavement in lifts of 4-5 times the6.

401.15 and 414.06(c).

transverse construction joints according to Subsections Apply asphalt joint adhesive to all longitudinal and5.

aggregate-topsoil and all other disturbed areas.

Provide turf establishment on shoulder area receiving4.

overlay at a slope of 1:10 or flatter.

Furnish aggregate-topsoil course to fill drop off from3.

Match existing roadway cross slope.2.

existing asphalt pavement adjacent to the shoulder.

Remove all vegetation and material off the 1.

NOTES:

2% 2%

Asphalt Tack Coat

See Note 2 NMSA, <0.3 Million ESAL 1" GACP, No. 4 Sieve

Asphalt Tack Coat

See Detail E617-A.

Install Box Beam Guide Rail (typ.)

Ground Existing

5' 5'12' 12'

7" to 9.5" Asphalt Concrete Pavement (ACP)

NYS Route 63 Pavement Overlay

CL

Shldr.

Paved

Shldr.

PavedTravel Lane Travel Lane

PG 64V-22)

(Polymer Fibers, Type 1-A Pavement Roughness, 2" GACP, 3/8" NMSA, 0.3 to <3 Million ESAL

EXISTING PROPOSED

7" to 8.5" Portland Cement Concrete Pavement (PCC)

See Note 3 & 4.

& Turf Establishment (typ.)

Aggregate-topsoil Course

Geotextile, Class 2, Type E at Culvert Replacement Full Depth Patch, Type 1

Existing aggregate base

Existing asphalt pavement pavement and aggregate base Remove existing asphalt

In accordance with Section 403. See Note 6 6" depth or match existing depth, ACP, Type 1

(minimum lift thickness of 4 inches) Aggregate Base Grading C or D, 9-inch depth

Existing subbase (variable depth)

Embankment Construction

W

R

Existing Right-of-way

W

R

W

R

Va rie s

Limits of Construction

ROW Limits (Approx. 66')

Varies

SCHEDULE A

SCHEDULE B

U.S. DEPARTMENT OF TRANSPORTATION

:1

M a r c h

B

P R

O J E

C T

S

A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_

D e v \C

A D

D \B

-N

Y -F

L A

P D

O T

-1 ty p .d g n

TYPICAL SECTION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) B01

U.S. DEPARTMENT OF TRANSPORTATION

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A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

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(1

P ro j_ D e v

\C A

D D

\C

-C

-N Y

-F L

A P

D

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-1 q ty .d g n

TABULATION OF QUANTITIES

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) C01

Sheet 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION

:0

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A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

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(1

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\C A

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\C

-C

-N Y

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A P

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-1 q ty .d g n

SCHEDULES AND SUMMARIES

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) C02

Sheet 2 of 3

1. Install Centerline Audible Roadway Delineator

(CARDs) using Detail E634-A.

2. Install Pavement Markings using Detail E634-03.

NOTES

U.S. DEPARTMENT OF TRANSPORTATION

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\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_ D e v

\C A

D D

\C

-C

-N Y

-F L

A P

D

O T

-1 q ty .d g n

SCHEDULES AND SUMMARIES

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) C03

Sheet 3 of 3

U.S. DEPARTMENT OF TRANSPORTATION

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S h e t]

P R

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C T

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A C

C E

S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

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(1

P ro j_ D e v

\C A

D D

\C

-C

-N Y

-F L

A P

D

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-1 q ty .d g n

SCHEDULES AND SUMMARIES

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) C04

615615

615615

N00°34'08"E

20" Sanitary Force Main(Future)

SMH

SV

615615

615615

N

615 615 615

615615

N01°49'35"E

.6

.9

PT

PC

.1

SV

SMH

20" Sanitary Force Main(Future) 615 615 615

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

See Detail E617-A

138+35 TO 144+50 (LT)

Install Guardrail System G3

Construction centerline

S T

A . 1

M A

T C

H L

IN

A . 1

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

SCHEDULE A

BEGIN PROJECT

See Detail E617-A

138+12 TO 144+50 (RT)

Install Guardrail System G3

See Detail E617-A

138+12 To 138+35 (LT)

Install Terminal Section, Type G3

137+47 To 137+71

BIN 1028790

Begin Guardrail Installation

E 1199755.01

N 1136984.36

138+12

Existing Edge of Roadway

138+12 to 138+70 (RT)

Remove existing guardrail

:0 a r c h

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C T

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A C

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S S

\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

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(1

P ro j_ D e v

\C A

D D

\D

-D

N

Y -F

L A

P

D O

T

-1

P N

P .d g n

SCHEDULE A

130+00 TO 144+50

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D01

MARKER

20" Sanitary Force Main(Future) 615

N

Z

N00°34'42"E

MARKER

SV

SMH

Z

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

Construction centerline

See Drainage Cross Section Sheet, Detail E253-A, E602-A and E602-C

(Schedule B)

Place Gabions (Wildlife Benching)

Three-Sided Precast RCB with Wingwalls

Install 19' Span x 7' Rise x 40' Length

Remove Existing Box Culvert

CIN 410048 - Sta. 156+04

See Detail E619-A

152+28 To 155+96 (LT & RT) along Guardrail

Install Fence, Tortoise Barrier

See Detail E619-A

156+12 To 158+12 (LT & RT) along Guardrail

Install Fence, Tortoise Barrier

S T

A . 1

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

154+98 To 157+11 (LT & RT)

Removal of Guardrail

154+50

Sawcutting Pavement

See Detail E556-A

155+94.50 To 156+13.50 (LT & RT)

Install Bridge Railing, Steel, Three Rail

See Detail 617-A

144+50 To 151+90 (RT)

Install Guardrail System G3

See Detail E617-A

144+50 To 151+90 (LT)

Install Guardrail System G3

See Detail E617-A

152+60 To 155+62.50 (RT)

Install Guardrail System G3

See Typical Section

155+77.50 To 156+30.50

Asphalt Concrete Pavement Patch, Type 1

Schedule B

See Detail E401-01

154+50 To 155+77.50

Milling Transition

152+04 To 152+28

BIN 1028800

Existing Edge of Roadway

Existing Edge of Roadway

Proposed Edge of Travel Lane

Paved Shoulder

Proposed Edge of

BEGIN ASPHALT OVERLAY

E 1199772.65

N 1138622.25

154+50

See Detail E617-A

152+60 To 155+62.50 (LT)

Install Guardrail System G3

151+05 To 151+90 (RT)

Removal of guardrail

151+22 To 151+90 (LT)

Removal of guardrail

152+60 To 153+16 (RT)

Removal of guardrail

152+60 To 153+28 (LT)

Removal of guardrail

See Detail E617-A

156+45.50 To 159+00 (LT & RT)

Install Guardrail System G3 See Note 2 closures during construction of box culverts.

Use Details E635-A and E635-C for single lane 2.

schedule A except as noted.

All work on this sheet to be completed under1.

NOTES:

See Detail E617-B

155+62.50 To 155+94.50 (LT & RT)

Beam Guide Rail Transition)

(NYSDOT Steel Bridge Railing to Box

Install Structure Transition Railing

See Detail E617-B

156+13.50 To 156+45.50 (LT & RT)

Bridge Railing to Box Beam Guide Rail Transition)

Install Structure Transition Railing (NYSDOT Steel

DNK-2

FHK-3

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C E

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\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

O T

(1

P ro j_ D e v

\C A

D D

\D

-D

N

Y -F

L A

P

D O

T

-1

P N

P .d g n

SCHEDULE A & B

144+50 TO 159+00

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D02

615615

615 615

N00°22'45"E N00°38'04"E

.0

.2

.8

SV

SMH

615615

615 615

N

615 615

N00°11'49"E N01°59'21"E N00°39'09"W

.7

.3

.4

.5

SMH

SV

615 615

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

Proposed Edge of Paved Shoulder

Proposed Edge of Travel Lane Construction centerline

Construction centerline

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

See Detail E617-A

159+00 To 166+60 (LT & RT)

Install Guardrail System G3 (typ.)

See Detail E617-A

167+30 To 173+50 (RT)

Install Guardrail System G3 (typ.)

See Detail E617-A

167+30 To 173+50 (LT)

Install Guardrail System G3 (typ.)

See Detail E401-01

167+00 To 168+35

Milling Transition

See Detail E401-01

165+41 To 166+76

Milling Transition

3-inch mill and overlay

166+76 To 167+00

BIN 1028810

Proposed Edge of Paved Shoulder

Proposed Edge of Travel Lane

165+77 To 166+60 (RT & LT)

Removal of guardrail

167+30 To 168+01 (RT)

Removal of guardrail

167+30 To 168+00 (LT)

Removal of guardrail

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\N Y

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\N Y

N

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L A

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(1

P ro j_ D e v

\C A

D D

\D

-D

N

Y -F

L A

P

D O

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-1

P N

P .d g n

SCHEDULE A

159+00 TO 173+50

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D03

615 615

N00°21'52"E N01°11'37"W N01°08'53"E N00°51'28"W

.5

SMH

SV

20" Sanitary Force Main(Future)

MARKER

615 615

N

615615

615 615

N00°09'10"E

615615

615 615

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

Proposed Edge of Paved Shoulder

Proposed Edge of Travel Lane Width = 14'

R = 25'

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

Proposed Edge of Paved Shoulder Proposed Edge of Travel Lane

See Detail E617-A

173+50 To 186+02 (LT)

Install Guardrail System G3 (typ.)

See Detail E617-A

173+50 To 188+00 (RT)

Install Guardrail System G3 (typ.)

See Detail E617-A

173+50 To 188+00 (RT)

Install Guardrail System G3 (typ.)

See Detail E617-A

173+50 to 186+02 (LT)

Install Guardrail System G3 (typ.)

See Detail E617-A

186+02 To 186+25 (LT)

Install Terminal Section, Type G3

See Detail E617-A

186+62 To 186+85 (LT)

Install Terminal Section, Type G3

Construction centerline

See Detail E617-A

186+85 To 188+00 (LT)

Install Guardrail System G3 (typ.)

Offset from CL = 40'

Install Approach Apron

:4 a r c h

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\N Y

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\N Y

N

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L A

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(1

P ro j_ D e v

\C A

D D

\D

-D

N

Y -F

L A

P

D O

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-1

P N

P .d g n

SCHEDULE A

173+50 TO 188+00

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D04

615 615

N01°22'02"W N00°42'34"E

SV

SMH

20" Sanitary Force Main(Future)

615615

615 615

N

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

Proposed Edge of Travel Lane

Construction centerline

Construction centerline

S T

A

M A

T C

H L

IN

E

S T

A

M A

T C

H L

IN

E

S T

A . 1

M A

T C

H L

IN

E

Proposed Edge of Paved Shoulder

195+00

Sawcutting Pavement

See Detail E617-A

188+00 To 194+20 (RT)

Install Guardrail System G3 (typ.)

See Detail E617-A

188+00 To 195+08 (LT)

Install Guardrail System G3 (typ.)

See Detail E617-A

195+08 To 195+30 (LT)

Install Terminal Section, Type G3

196+05 To 197+13

BIN 1028820

See Detail E401-01

193+65 To 195+00

Milling Transition

END ASPHALT OVERLAY

E 1199792.78

N 1142672.10

195+00

Existing Edge of Roadway

E 1199792.81

N 1142702.18

195+30

SCHEDULE A

END GUARDRAIL INSTALLATION

:2

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\N Y

N

Y F

L A

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(1

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\C A

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\D

-D

N

Y -F

L A

P

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-1

P N

P .d g n

SCHEDULE A

188+00 TO 203+00

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D05

615 615

615 615

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

See Drainage Cross Section Sheet, Detail ET 601-4 and Detail ET 602-07

Install 2 Concrete, Headwall for 24-inch Pipe Culvert

Install 24" x 60' Length Pipe Culvert

Remove Existing Pipe Culvert

CIN 151391 - Sta. 209+84

Existing Edge of Roadway

209+79

Sawcutting Pavement

209+89

Sawcutting Pavement

See Typical Section

209+79 To 209+89

Asphalt Concrete Pavement Patch, Type 1

Construction centerline

BEGIN CONSTRUCTION

END CONSTRUCTIONE 1199794.51

N 1144151.11

209+79

E 1199794.52

N 1144161.11

209+89

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\N Y

\P ro je c ts

\N Y

N

Y F

L A

P D

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(1

P ro j_ D e v

\C A

D D

\D

-D

N

Y -F

L A

P

D O

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-1

P N

P .d g n

SCHEDULE B

CULVERT - 209+94

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D06

N00°17'19"E N00°23'34"W

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

See Drainage Cross Section Sheet and Details E602-A and E602-C

Three-Sided Precast RCB with Wingwalls

Install 10' Span x 6' Rise x 50' Length

Remove Existing Pipe Culverts

CIN 116868 - Sta. 225+32

Proposed Edge of Paved Shoulder

Construction centerline

Proposed Edge of Travel Lane

224+75

Sawcutting Pavement

225+89

Sawcutting Pavement

See Typical Section

225+25 To 225+39

Asphalt Concrete Pavement Patch, Type 1

END ASPHALT OVERLAY

E 1199797.45

N 1145761.08

225+89

2" Mill & Overlay

BEGIN ASPHALT OVERLAY

E 1199797.20

N 1145647.08

224+75

2" Mill & Overlay

Existing Edge of Roadway closures during construction of box culverts.

Use Details E635-A and E635-C for single lane

NOTE:

See Note.

FHK-10

:4 a r c h

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E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk

S e ts

\N Y

-F L

A P

D

O T

-1

\d g n \D

-D

N

Y -F

L A

P D

O T

-1

P

N P

.d g n

SCHEDULE B

CULVERT - 225+32

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D07

36"

N00°14'16"W

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 25 50

See Drainage Cross Section Sheet and Details E602-A and E602-C

Three-Sided Precast RCB with Wingwalls

Install 10' Span x 6' Rise x 48' Length

Remove Existing Pipe Culverts

CIN 116888 - Sta. 245+17

Construction centerline

Proposed Edge of Travel Lane

244+60

Sawcutting Pavement

245+74

Sawcutting Pavement

See Typical Section

245+10 To 245+24

Asphalt Concrete Pavement Patch, Type 1

END PROJECT

E 1199789.429

N 1147746.059

245+74

End 2" Mill & Overlay

Proposed Edge of Paved Shoulder

Existing Edge of Roadway

BEGIN ASPHALT OVERLAY

E 1199789.90

N 1147632.06

244+60

2" Mill & Overlay closures during construction of box culverts.

Use Details E635-A and E635-C for single lane

NOTE:

See Note.

FHK-10

:0 a r c h

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E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s D e s ig n e r

C E

.1

\P ro je c t_

W o rk S e ts

\N Y

-F L

A P

D

O T

-1

\D g n \D

-D

N Y

-F L

A P

D

O T

-1

P

N P

.d g n

SCHEDULE B

CULVERT - 245+17

NYS ROUTE 63

CONSTRUCTION PLAN

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) D08

156+04 - CIN 410048

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

580 580

590 590

600 600

610 610

620 620

630 630

618.57Des Grade =

19' Span x 7' Rise x 40' Length Three Sided Precast Reinforced Concrete Box Culvert

See Detail E556-A Install Bridge Railing, Steel, Two Rail (typ.)

See Detail E602-D Install 10' Wingwall at a 70° Angle (typ.)

Flowline Invert Outlet Elevation = 611.20'

Flowline Invert Inlet Elevation = 611.25'

Elevation = 609.25' Bottom of Box Culvert

Existing Ground Surface

Install Box Culvert. See Notes and Detail E602-A

Slope 0.125%

Elevation = 609.20' Bottom of Box Culvert

Native Streambed Material

See Detail E253-A Wildlife Benching (not shown for clairity) Depth = 24"

Embedment

W RExisting Right-of-Way (Typ.)

Finished Ground/Bottom of Waterway

W R

(Future work done by others) Estimated Invert Elevation = 604' Proposed 20" Sanitary Force Main

-2.0% 1:10 -2.0%1:10

209+84 - CIN 151391

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

590 590

600 600

610 610

620 620

630 630

618.39Des Grade =

24-Inch x 60 Feet Pipe Culvert

Existing Ground Surface

See Detail ET 601-4 Install Concrete, Headwall (typ.)

Invert Inlet Elevation = 614.11'

See Detail ET 602-07 Install 24" Pipe Culvert

Invert Outlet Elevation = 613.07'

Finished Ground/Bottom of Waterway

W RExisting Right-of-Way (Typ.)

W R

(Future work done by others) Estimated Invert Elevation = 608.50' Proposed 20" Sanitary Force Main

DRAINAGE CROSS SECTIONS

ROADWAY IMPROVEMENT TO ROUTE 63

FHWA, Office of Federal Lands Highway

SCALE IN FEET

0 10 20 for review and approval according to subsection 104.03.

all reinforcement, and submit design drawings to the CO Design concrete box culvert, headwalls, and wingwalls, including 3.

Field verify all dimensions.2.

Furnish Waterproofing Membrane according to Section 559.1.

NOTES:

Bevel concrete box culvert 1 inch along inside edge at culvert entrance.6.

Provide a minimum cover of 6 inches over the culvert.5.

incidental to diversion channel pay item.

Provide dry excavation using diversion channel. Dewatering is 4.

-2.0% -2.0%1:5 1:12

Slope 1.73%

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) K01

8:58 AM 30 March 2023 ]K01 - Sheet [M:\PROJECTS\_ACCESS\NY\Projects\NY 04_NY FLAP DOT 63(1)\Proj_Dev\CADD\K01-K02-NY-FLAP_DOT_63-1_DRG_XS.dgn

225+32 - CIN 116868

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

590 590

600 600

610 610

620 620

630 630

618.14Des Grade =

617.89Subgrade =

Embeded Depth = 36"

See Detail E602-D

Install 5' Wingwall at a 70° Angle (typ.)

Flowline Invert Inlet Elevation = 612.30'

Elevation = 609.30'

Bottom of Box Culvert

Flowline Invert Outlet Elevation = 612.20'

Elevation = 609.20'

Bottom of Box Culvert

Install Box Culvert. See Notes and Detail E602-B

Existing Ground

10' Span x 6' Rise x 50' Length Three Sided Precast Reinforced Concrete Box Culvert

Slope 0.2%

Material

Native Streambed

W

RExisting Right-of-Way (Typ.)

W

R

Finished Ground/Bottom of Waterway

(Future work done by others) Estimated Invert Elevation = 607' Proposed 20" Sanitary Force Main

-2.0% -2.0%1:13 1:16

245+17 - CIN 116888

150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150

590 590

600 600

610 610

620 620

630 630

620.43Des Grade =

Embeded Depth = 36"

Flowline Invert Inlet Elevation = 614.50'

Elevation = 611.50' Bottom of Box Culvert

Install Box Culvert. See Notes and Detail E602-B

Finished Ground/Bottom of Waterway

Slope 0.2%

Flowline Invert Outlet Elevation = 614.40'

Elevation = 611.40' Bottom of Box Culvert

See Detail E602-D Install 5' Wingwall at a 70° Angle (typ.)

Existing Ground Surface

10' Span x 6' Rise x 48' Length Three Sided Precast Reinforced Concrete Box Culvert

Material Native Streambed

W R

W RExisting Right-of-Way (Typ.)

(Future work done by others) Estimated Invert Elevation = 606.50' Proposed 20" Sanitary Force Main

DRAINAGE CROSS SECTIONS

ROADWAY IMPROVEMENT TO ROUTE 63

FHWA, Office of Federal Lands Highway

SCALE IN FEET

0 10 20

NOTES:

for review and approval according to subsection 104.03.

all reinforcement, and submit design drawings to the CO Design concrete box culvert, headwalls, and wingwalls, including 3.

Field verify all dimensions.2.

Furnish Waterproofing Membrane according to Section 559.1.

Bevel concrete box culvert 1 inch along inside edge at culvert entrance.5.

Provide a minimum cover of 6 inches over the culvert.4.

-2.0% -2.0%1:6 1:6

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) K02

1:41 PM 2 March 2023 ]K02 - Sheet [C:\Engineering_Software\OpenRoads Designer CE 10.10\Project_WorkSets\NY-FLAP_DOT_63-1\dgn\K01-K02-NY-FLAP_DOT_63-1_DRG_XS.dgn construction limits.

does not leave the project site. Perimeter controls include silt fence and other specified measures outside the

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

The Runoff Coefficient prior to construction is 0.95. The Runoff Coefficient after construction will be 0.95.

No new impervious surface will be created by the resurfacing the roadway.

0.02 acres. The receiving water is Lake Ontario.

There are minor soil disturbing activities due to replacing culverts. The total disturbed area for the project is approximately and other miscellaneous work.

culverts. The work also includes installation of guardrail, pavement markings, Centerline Audible Roadway Delineators (CARDs), This project consists of resurfacing of 0.8 mile of NYS Route 63. The work includes asphalt overlay, replacing box and pipe

Project Description

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

that have reached their rated capacity.

damage, and for capacity. Immediately cease pumping and replace damaged filter bags, or bags

Filter bags - Check the filter bags daily during dewatering operations for punctures, tears, or other

Repair temporary diversion berm as needed after events or as directed by the CO.

Temporary diversion berm - inspect the temporary diversion berm daily and maintain while in use.

when it reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

Fiber roll - Inspect weekly and after each runoff event. Removal sediment deposits from the fiber roll end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide fiber roll around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.

and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days areas surrounding the culverts as called out in the Erosion and Sediment Control plans.

Apply intermediate controls during rough grading operations. Install fiber roll and diversion berms in

Phase II Intermediate Controls

U.S. DEPARTMENT OF TRANSPORTATION

:5

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CONTROL NARRATIVE

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M01

Construction centerline

Box Culvert Replacement

CIN 410048 - 156+04

Proposed Edge of Travel Lane

Proposed Edge of Paved Shoulder

Wetland Boundary

Limits of Disturbance

Wetland Impacts: 235 SQFT

Wetland Impacts: 650 SQFT

LEGEND

BEGIN ASPHALT OVERLAY

154+50

N 1138622.25

E 1199772.65

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

Wetland Impacts

(Total Impacts: 885 SQFT)

:0

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SCHEDULE B

CIN 410048 - STA. 156+04

CONTROL - WETLAND IMPACTS

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M02

NOTE:

Phragmites located around Sta. 156+04 on left side (west) of roadway. Refer to

Section 107 and subsection 201.05A regarding construction activities in the area.

Construction centerline

Box Culvert Replacement

CIN 410048 - 156+04

Proposed Edge of Travel Lane

Proposed Edge of Paved Shoulder

See Detail E157-04

Install Fiber Roll (typ.)

See Detail E157-08

Install temporary diversion berm (typ.)

Proposed Edge of Travel Lane Limits of Disturbance (typ.)

Cut/Fill Limits (typ.)

BEGIN ASPHALT OVERLAY

154+50

N 1138622.25

E 1199772.65

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

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SCHEDULE B

CIN 410048 - STA. 156+04

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M03

615 615

Construction centerline

See Detail E157-04

Install Fiber Roll (typ.)

24" Pipe Culvert Replacement

CIN 151391 - 209+94

BEGIN CONSTRUCTION

END CONSTRUCTION

209+79

N 1144151.11

E 1199794.51

209+89

N 1144161.11

E 1199794.52

NOTE:

Phragmites located around Sta. 209+84 on both sides of roadway. Refer to

Section 107 and subsection 201.05A regarding construction activities in the area.

Limits of Disturbance (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

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SCHEDULE B

CIN 151391 - STA. 209+94

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M04

N

Construction centerline Proposed Edge of Travel Lane Proposed Edge of Paved Shoulder

Proposed Box Culvert

Removal of 3-36" Pipe Culverts

CIN 116868 - 225+32

BEGIN CONSTRUCTION

END CONSTRUCTION

225+89

N 1145761.08

E 1199797.45

224+75

N 1145647.08

E 1199797.20

See Detail E157-04

Install Fiber Roll (typ.)

Limits of Disturbance (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

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SCHEDULE B

CIN 116868 - STA. 225+32

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M05

N

Construction centerline

Proposed Edge of Travel Lane

Proposed Edge of Paved Shoulder

Proposed Box Culvert

Removal of 3-36" Pipe Culverts

CIN 116888 - 247+17

BEGIN CONSTRUCTION

END CONSTRUCTION

244+60

N 1147632.06

E 1199789.90

245+75

N 1147746.06

E 1199789.43

Limits of Disturbance (typ.)

See Detail E157-04

Install Fiber Roll (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

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SCHEDULE B

CIN 116888 - STA. 247+17

CONTROL PLAN

EROSION AND SEDIMENT

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) M06

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

E157-04 height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection detail.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place the fiber roll.

1-inch that may interfere with proper function of including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2016

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) S01

EFLHD DETAIL

Existing abutment or pier

Limit of work zone

Limit of work zone

Existing ground

Concrete barrier

4'- 6"

Concrete barrier

Existing ground

Concrete barrier

Existing ground

Waterproof membrane

Existing ground at time of contsruction

Diverted water level at time of construction

Diverted water level at time of construction Diverted water level water surface elevation

Min. Top of berm elevation water surface elevation water surface elevation water surface elevation

OPTION C

OPTION D

OPTION B

OPTION A

Sandbag (typ.)

Sandbag (typ.)

Sandbag (typ.)

NOTES:

barrier.

when deposits reach half the height of the sandbag events or as directed by the CO. Remove sediment diversion berm daily. Repair as needed after rainfall

While in use, inspect and maintain the temporary given time.

Place a maximum of one diversion in the stream at any joints in lower rows.

course. Upper rows of sandbags should overlap the numbers of rows on the bottom as there are vertical

Place sandbags to form a pyramid by laying equal

157.10.

Construct temporary diversion according to Subsection prior to installation.

for temporary stream diversion to the CO for approval elevation with 6-inch minimum freeboard. Submit plans with a minimum height equivalent to the water surface

As a minimum, provide a temporary diversion berm prefabricated or portable diversion berms, dams, etc.).

diverting the stream (including any approved

The Contractor may choose an alternate means of diverting the stream during construction operations.

The options shown are suggested configurations for

Limit of work zone

Sandbag (typ.)

5.

4.

3.

2.

1.

m in m in m in m in elevation

Min. Top of berm elevation

Min. Top of berm at time of construction

Diverted water level

(anchoring method to be approved by the CO)

Waterproof membrane

(anchoring method to be approved by the CO)

Waterproof membrane

(anchoring method to be approved by the CO)

Waterproof membrane

E157-08

NO SCALE

DIVERSION BERM METHODS

TEMPORARY IN-STREAM

DETAIL APPROVED FOR USE

REVISED: MARCH 2021

APPROVED: MARCH 2015

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) S02

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

AREA

VEGETATED

WELL

Sewn in spout

Pump discharge hose

Pump discharge hose

Well vegetated area

Clamp

Pump

Intake hose

SIDE VIEW

TOP VIEW

AREA

VEGETATED

WELL

(typ.)

FLOW

Filter bag

Filter bag

Clamp

PumpClamp

Clamp

Intake hose

NOTES:

and securely fasten it with metal clamps

Insert hose as specified by manufacturer and securely fasten it with metal clamps

Insert hose as specified by manufacturer

FILTER BAG

See Note 1 placing aggregate only when leveling is required

Place Geotextile, Class 2, Type A prior to

6.

5.

4.

3.

2.

1.

See Note 1 aggregate only when leveling is required

Place 6" minimum depth AASHTO No. 57 coarse

Heavy duty lifting straps area according to Subsection 157.15.

Do not cut or empty filter bags on site. Restore the

Discharge onto stable and erosion resistant areas.

back into work or access areas of the project.

Do not permit discharge from the filter bags to drain site for replacement.

when there is a failure. Have spare filter bags on

50% of the sediment capacity has been reached or

Inspect filter bags daily. Replace filter bags when any given time.

Insert a maximum of one hose in each filter bag at for maintenance and removal.

Locate filter bags in areas accessible by equipment level the filter bags.

available, place geotextile and coarse aggregate to or as approved by the CO. When level areas are not

Locate filter bags in level areas (less than 5% grade)

NO SCALE

E157-10

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: FEBRUARY 2013

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) S03

E253-A

WILDLIFE BENCH

NO SCALE

WILDLIFE BENCHES - SECTION IN STRUCTURE

WILDLIFE BENCHES - PLAN

Sided Concrete Structure 19' x 7' Precast Three

Piles

Concrete Footers (typ.)

Material Native Stream Bed with Gabions.

Benched at 12" intervals

Undercut for benches (typ.)

Geotextile, Class 1, Type D (typ.)

Separation-Stabilization

Benches Keyed Into Slope (typ.)

Wildlife Benches (typ.)

Roadway Centerline

Culvert Centerline ty p ty p

24" (typ.)

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) S04

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

E401-01

NO SCALE

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e2)

Overlaid elevation (e1)

(Full depth of existing asphalt pavement Saw cut

K Transition length variable (See table)

(for table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d1

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(for Table, d - d = effective overlay thickness)

1 PAVEMENT TRANSITIONS

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: FEBRUARY 2013

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

NY NY FLAP DOT 63(1) S05

TWO-RAIL

THREE-RAIL CURBLESS AND

STEEL BRIDGE RAILING

E…