Plans_NH_FH_47-1(001).pdf

PDF 17 MB Posted May 28, 2014

Attached to: White Mountain National Forest 47-1(001)
Solicitation number: DTFH71-14-B-00029
Issued by: Department of Transportation Federal Highway Administration

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Plans_NH FH 47-1(001)

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Amendment_0001_-_NH_FH_47-1(001).pdf	PDF	Jun 27, 2014
VETS-100A-Form.pdf	PDF	May 28, 2014
FP03_Errata.pdf	PDF	May 28, 2014
IFB_Solicitation_NH_FH_47-1(001).pdf	PDF	May 28, 2014
Categorical_Exclusion_Form_(NEPA).pdf	PDF	May 28, 2014
FP03_Eng_.pdf	PDF	May 28, 2014
Stormwater_Pollution_Prevention_Plan_Report.pdf	PDF	May 28, 2014
Best_Management_Practices_Report.pdf	PDF	May 28, 2014
ADV_Bidder's_Qualifications_Form.doc	DOC document	May 28, 2014
Synopsis_NH_FH_47-1(001).pdf	PDF	May 21, 2014

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e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

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D A 1- F

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DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

9 U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

ROAD:

WIDTH

SPECIFICATIONS:

FP-03 U.S.Customary Units.

Roads and Bridges on Federal Highway Projects", "Standard Specifications for Construction of

DESIGN DESIGNATION:

Project Manager Lead Designer

U.S. Department of Transportation

Administration

Federal Highway

SHEET

WHITE MOUNTAIN NATIONAL FOREST

VERM

N T

M A I

N E

Mt. Washington Littleton

Lancaster

Gorham

Berlin

Mountain Albany

Lincoln

Campton

Wentworth

Conway

Conway North e (max)

C/A

V (MPH)

% Truck

DHV

ADT (2034)

ADT (2014)

TYPE

SCALE IN MILES

0 10 20

A01

NEW HAMPSHIRE

STATE OF

KEY MAP

40 Miles

INTERSTATE

V E

R M

O N

MASSACHUSETTS

M A I N

GRAFTON COUNTY, NEW HAMPSHIRE

Wentworth

Campton

Twin Mtn

Mountain Albany

Gorham

SURFACE:

3 302

Cheshire Hillsborough

Rockingham

Merrimack Sullivan

Bellknap

Strafford

Carroll Grafton

Coos

WMNF

PROJECT NH FH 47-1(001)

Selam Hailegiorgis

4 %

N/A

50/50

BRIDGE: None

20’ Asphalt

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

LANE MILES:

1.51 miles

NH FH 47-1(001)

Project

80FH 47-1(001)

T01-T27

S01-S12

P01-P06

M01-M07

K01-K04

D01-D12

C02-C04

C01

B01

A05-A07

A04

A03

A02

A01

NH FH 47-1(001)

Project

WHITE MOUNTAIN NATIONAL FOREST

N E

A M

P S

H I

R E

PSH

20’

3.01 lane miles

APRIL 2014

RECONSTRUCTION OF 1.5 MILES OF TRIPOLI ROAD

Kossi Adjaka pavement markings, and other miscellaneous work.

pavement, drainage improvements, signing, Milling, roadbed reconditioning, asphalt concrete

BASE:

Roadway Cross Sections

Standards and Details

Signing and Pavement Markings

Erosion Control Narrative and Plans

Drainage Cross Sections

Plan and Profile

Schedules and Summaries

Tabulation of Quantities

Typical Sections

Alignment Data

Survey Information Sheet

Location Map and Traffic Control Plan

Symbols And Abbreviations

Title Sheet

Aggregate

R/W R/W

C/E

No Symbol

TB or TP

P P or

UD UD

W W

C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

Expansion joint exp. jt.

Excavation exc.

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

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Vertical point of intersection VPI

Vehicle per hour vph

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

AREA PATTERN

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

MATERIAL SOURCE

NORTH ARROW

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

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

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

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 SS=storm sewer, T=telephone, W=water G=gas, O=oil, P=power, SA=sanitary sewer, UNDERGROUND UTILITIES

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

ABBREVIATIONS

SYMBOLS AND

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

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

Maximum max.

Material matl.

Mainline M.L.

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.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

(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

Drop Inlet DI

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

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

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.

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

A02

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

REINFORCED CONCRETE PIPE........................RCP

HIGH DENSITY POLYETHYLENE......................HDPE

P/E

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

NH FH 47-1(001)

TRIPOLI ROAD

A03

0.250 0.5

SCALE IN MILE

(at Forest Service gate)

Begin NH FH 47-1(001)

Sta. 0+00

(at Russell Pond Road)

End NH FH 47-1(001)

Sta. 79+50

ROAD

CLOSED

Install R11-2

Install W8-6

TRAFFIC CONTROL PLAN

LOCATION MAP AND

TRUCK

CROSSING

TRUCK

CROSSING

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D A -F

-1 (0

1) lo c .d g n

A M

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

SURVEY INFORMATION SHEET

A04

TBAR

Forest

National

CAUTION

BLIND

DRIVEWAY

AHEAD

TBAR

x .0

’C

M P

TBAR

x .7

’C

M P

In v . 9

In v . 1

GATEAHEAD

TBAR

x .2

’C

M P

TBAR

x .3

’C

M P

TRAFFIC

HIGHWAY TRUCK

CAUTION

T B A R x .0

’C

M P

SPEED

LIMIT

T B A R x .0

’C

M P x .1

’C

M P

TBAR

x .9

’C

M P

TBAR

Sign

FOREST"

NATIONAL

WHITE MNT

"ENTERING

Sig nInf orm ati on Fo res t x .8

’C

M P

TBAR

x .3

C P

TBAR

x .5

’C

M P

TBAR

x .4

’R

C P

Sign

Do Not Litter"

"USFS

TBAR

x .7

’R

C P

TBAR

’R

C P

T B

A R

18"x42.47’RCP

N A I L

18"x37.80’RCP

N A

T B

A R

W H

O U N T A

N a ti o n a l

F o re st

R E

C R

E A

R u s s e ll P o n d

O P

G A

T E

A H

E A

T B A R

R O

A D

N A R R

O W

S ig n

N E X T /2 M

"N O P

A R K

N A

18"x40.42’CMP

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

N O

R T

158.49’ Az 100.54°A z 1 .4

A z

A z 3

116.55’ Az 295.84°

11.38’

A z

Az 120.62°

117.72’Az 104.57°

137.57’

Az 120.46°

18.29’

Az 275.74°

64.36’

21.03’

’ 2 .8

Az 282.42° Az 110.1°

A z 1

A z

A z 3

A z 1

169.26’

A z 308.32°

146.95’ Az 296.25°

.4 3’

74.

74’

.11

A z .0 8°

9.8 9°

Az 72.

01°

.4 2’

85.79’ Az 5.

Az 100.07°

49.36’ A z .4

Az 90.08°

40.4 8’

Az 96.99°

181.82’

Az 7 6.1°

A z

187.91’

185.96’ Az 276.62°

Az 289.42°

81.6 6’

.2 2’

Az 2 58.4

1°

Az .5 3°

A z

A z .4

A z

’ 1 .1

.24

8.2 8°

A z

Az 2.

.1 7’

A z

A z .3 1° 5

’A z 3 .7

° A z

NTS NTS NTSNTSNTS

NTS NTS NTS NTS NTS

NTSNTSNTSNTSNTS

NTS NTS NTS NTS

RBAR951.301983738.939544045.1914019

TBAR968.967984053.934544250.9294018

TBAR983.349984373.856544203.5054016

TBAR1011.602984845.963543760.0754015

TBAR1049.829985324.491543748.6414014

TBAR1074.647985615.032543756.3874013

TBAR1119.341986176.787543463.3354012

TBAR1141.028986370.805543216.7774011

TBAR1155.837986715.488543003.6514010

TBAR1164.611987450.200542999.9654009

TBAR1170.590987897.059543266.1764008

TBAR1173.144988218.068543278.5984007

TBAR1181.958988761.263543505.8854006

TBAR1186.697989656.103543305.6414005

TBAR1190.369990017.478543425.4284004

TBAR1196.102990319.980543879.8954003

NAIL1199.145990385.768544406.6884002

RBAR1207.659990512.001544847.6054001

TBAR1203.906990659.538544964.8304000

REMARKSELEV.EASTINGNORTHINGPOINT

NAVD 1988Vertical datum:

GEOID03 (Conus)Geoid:

New Hampshire 2800zone:

NAD 1983 (Conus)Datum:

US State Plane 1983Name:

Coordinate System:

N O

R T

REBAR

TBAR

CAUTION

BLIND

DRIVEWAY

AHEAD

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D A

-1 (0

1) s u r .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

SHEET 1 OF 3

ALIGNMENT DATA

Course from PT TRIPOLI-3 to PC TRIPOLI-4 S 86° 54’ 37.44" E Dist 156.71

Chord Bear = N 88° 22’ 14.21" E

Ahead = S 86° 54’ 37.44" E

Back = N 83° 39’ 05.87" E

C.C. N 542,962.67 E 985,317.41

P.T. Station 13+38.89 N 543,761.51 E 985,360.53

P.C. Station 12+07.11 N 543,757.77 E 985,228.95

Mid. Ord. = 2.71

Long Chord = 131.63

External = 2.72

Radius = 800.00

Length = 131.78

Tangent = 66.04

Degree = 7° 09’ 43.10"

Delta = 9° 26’ 16.70" (RT)

P.I. Station 12+73.15 N 543,765.07 E 985,294.59

Curve TRIPOLI-3

Curve Data

Course from PT TRIPOLI-2 to PC TRIPOLI-3 N 83° 39’ 05.87" E Dist 154.16

Chord Bear = S 68° 24’ 39.78" E

Ahead = N 83° 39’ 05.87" E

Back = S 40° 28’ 25.42" E

C.C. N 544,212.81 E 985,023.22

P.T. Station 10+52.96 N 543,740.72 E 985,075.74

P.C. Station 5+89.74 N 543,904.49 E 984,661.89

Mid. Ord. = 55.36

Long Chord = 445.08

External = 62.66

Radius = 475.00

Length = 463.22

Tangent = 251.90

Degree = 12° 03’ 44.17"

Delta = 55° 52’ 28.72" (LT)

P.I. Station 8+41.63 N 543,712.87 E 984,825.39

Curve TRIPOLI-2

Course from PT TRIPOLI-1 to PC TRIPOLI-2 S 40° 28’ 25.42" E Dist 236.02

Chord Bear = S 63° 30’ 14.71" E

Ahead = S 40° 28’ 25.42" E

Back = S 86° 32’ 04.00" E

C.C. N 543,798.42 E 984,173.98

P.T. Station 3+53.72 N 544,084.03 E 984,508.69

P.C. Station 0+00.00 N 544,237.62 E 984,200.58

Mid. Ord. = 35.07

Long Chord = 344.27

External = 38.11

Radius = 440.00

Length = 353.72

Tangent = 187.04

Degree = 13° 01’ 18.37"

Delta = 46° 03’ 38.58" (RT)

P.I. Station 1+87.04 N 544,226.31 E 984,387.28

Curve TRIPOLI-1

Beginning chain TRIPOLI description

RIPOLI-17 CUR TRIPOLI-18

UR TRIPOLI-12 CUR TRIPOLI-13 CUR TRIPOLI-14 CUR TRIPOLI-15 CUR TRIPOLI-16 CUR T-

OLI-6 CUR TRIPOLI-7 CUR TRIPOLI-8 CUR TRIPOLI-9 CUR TRIPOLI-10 CUR TRIPOLI-11 C-

CUR TRIPOLI-1 CUR TRIPOLI-2 CUR TRIPOLI-3 CUR TRIPOLI-4 CUR TRIPOLI-5 CUR TRIP-

Chain TRIPOLI contains:

Course from PT TRIPOLI-6 to PC TRIPOLI-7 S 60° 03’ 09.67" E Dist 132.05

Chord Bear = S 48° 46’ 28.20" E

Ahead = S 60° 03’ 09.67" E

Back = S 37° 29’ 46.74" E

C.C. N 543,813.33 E 986,922.52

P.T. Station 27+10.98 N 543,120.14 E 986,523.16

P.C. Station 23+96.04 N 543,326.36 E 986,287.81

Mid. Ord. = 15.45

Long Chord = 312.92

External = 15.75

Radius = 800.00

Length = 314.95

Tangent = 159.54

Degree = 7° 09’ 43.10"

Delta = 22° 33’ 22.93" (LT)

P.I. Station 25+55.58 N 543,199.79 E 986,384.92

Curve TRIPOLI-6

Chord Bear = S 49° 40’ 55.20" E

Ahead = S 37° 29’ 46.74" E

Back = S 61° 52’ 03.65" E

C.C. N 542,821.13 E 985,629.29

P.T. Station 23+96.04 N 543,326.36 E 986,287.81

P.C. Station 20+42.99 N 543,553.08 E 986,020.64

Mid. Ord. = 18.70

Long Chord = 350.39

External = 19.13

Radius = 830.00

Length = 353.05

Tangent = 179.24

Degree = 6° 54’ 11.18"

Delta = 24° 22’ 16.91" (RT)

P.I. Station 22+22.22 N 543,468.57 E 986,178.70

Curve TRIPOLI-5

Course from PT TRIPOLI-4 to PC TRIPOLI-5 S 61° 52’ 03.65" E Dist 263.29

Chord Bear = S 74° 23’ 20.55" E

Ahead = S 61° 52’ 03.65" E

Back = S 86° 54’ 37.44" E

C.C. N 543,104.01 E 985,481.98

P.T. Station 17+79.70 N 543,677.22 E 985,788.46

P.C. Station 14+95.60 N 543,753.07 E 985,517.01

Mid. Ord. = 15.46

Long Chord = 281.84

External = 15.84

Radius = 650.00

Length = 284.10

Tangent = 144.36

Degree = 8° 48’ 53.05"

Delta = 25° 02’ 33.78" (RT)

P.I. Station 16+39.96 N 543,745.28 E 985,661.16

Curve TRIPOLI-4

Curve Data

A05

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D A -A

-1 (0

1) s u r .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

Chord Bear = N 75° 06’ 40.95" E

Ahead = S 85° 38’ 20.74" E

Back = N 55° 51’ 42.65" E

C.C. N 542,826.43 E 988,070.70

P.T. Station 43+90.56 N 543,287.10 E 988,105.83

P.C. Station 40+80.13 N 543,208.83 E 987,811.43

Mid. Ord. = 25.83

Long Chord = 304.63

External = 27.36

Radius = 462.00

Length = 310.43

Tangent = 161.33

Degree = 12° 24’ 06.06"

Delta = 38° 29’ 56.61" (RT)

P.I. Station 42+41.46 N 543,299.36 E 987,944.97

Curve TRIPOLI-9

Course from PT TRIPOLI-8 to PC TRIPOLI-9 N 56° 12’ 11.61" E Dist 183.23

Chord Bear = N 71° 55’ 40.23" E

Ahead = N 56° 12’ 11.61" E

Back = N 87° 39’ 08.85" E

C.C. N 543,605.52 E 987,325.42

P.T. Station 38+96.90 N 543,106.91 E 987,659.17

P.C. Station 35+67.57 N 543,006.02 E 987,350.00

Mid. Ord. = 22.45

Long Chord = 325.22

External = 23.33

Radius = 600.00

Length = 329.34

Tangent = 168.93

Degree = 9° 32’ 57.47"

Delta = 31° 26’ 57.24" (LT)

P.I. Station 37+36.50 N 543,012.94 E 987,518.78

Curve TRIPOLI-8

Course from PT TRIPOLI-7 to PC TRIPOLI-8 N 87° 39’ 08.85" E Dist 442.71

Chord Bear = S 76° 12’ 00.41" E

Ahead = N 87° 39’ 08.85" E

Back = S 60° 03’ 09.67" E

C.C. N 543,487.47 E 986,887.18

P.T. Station 31+24.86 N 542,987.89 E 986,907.66

P.C. Station 28+43.04 N 543,054.22 E 986,637.58

Mid. Ord. = 19.73

Long Chord = 278.11

External = 20.54

Radius = 500.00

Length = 281.83

Tangent = 144.77

Degree = 11° 27’ 32.96"

Delta = 32° 17’ 41.48" (LT)

P.I. Station 29+87.80 N 542,981.96 E 986,763.02

Curve TRIPOLI-7

Chord Bear = S 75° 22’ 38.75" E

Ahead = S 71° 42’ 16.65" E

Back = S 79° 03’ 00.86" E

C.C. N 542,666.94 E 988,965.30

P.T. Station 55+41.94 N 543,407.51 E 989,210.16

P.C. Station 54+41.94 N 543,432.74 E 989,113.46

Mid. Ord. = 1.60

Long Chord = 99.93

External = 1.61

Radius = 780.00

Length = 100.00

Tangent = 50.07

Degree = 7° 20’ 44.21"

Delta = 7° 20’ 44.21" (RT)

P.I. Station 54+92.01 N 543,423.23 E 989,162.62

Curve TRIPOLI-12

Course from PT TRIPOLI-11 to PC TRIPOLI-12 S 79° 03’ 00.86" E Dist 245.99

Chord Bear = N 82° 47’ 26.46" E

Ahead = S 79° 03’ 00.86" E

Back = N 64° 37’ 53.78" E

C.C. N 542,998.39 E 988,778.88

P.T. Station 51+95.95 N 543,479.47 E 988,871.96

P.C. Station 48+85.36 N 543,441.14 E 988,568.95

Mid. Ord. = 24.40

Long Chord = 305.42

External = 25.68

Radius = 490.00

Length = 310.60

Tangent = 160.72

Degree = 11° 41’ 34.86"

Delta = 36° 19’ 05.37" (RT)

P.I. Station 50+46.07 N 543,509.99 E 988,714.17

Curve TRIPOLI-11

Course from PT TRIPOLI-10 to PC TRIPOLI-11 N 64° 37’ 53.78" E Dist 261.30

Chord Bear = N 79° 29’ 46.52" E

Ahead = N 64° 37’ 53.78" E

Back = S 85° 38’ 20.74" E

C.C. N 543,735.79 E 988,140.05

P.T. Station 46+24.06 N 543,329.19 E 988,332.85

P.C. Station 43+90.56 N 543,287.10 E 988,105.83

Mid. Ord. = 15.06

Long Chord = 230.88

External = 15.58

Radius = 450.00

Length = 233.49

Tangent = 119.44

Degree = 12° 43’ 56.62"

Delta = 29° 43’ 45.48" (LT)

P.I. Station 45+10.00 N 543,278.01 E 988,224.93

Curve TRIPOLI-10

Curve Data

A06

SHEET 2 OF 3

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D A -A

-1 (0

1) s u r .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

Course from PT TRIPOLI-15 to PC TRIPOLI-16 N 30° 22’ 44.14" E Dist 325.34

Chord Bear = N 43° 58’ 13.51" E

Ahead = N 30° 22’ 44.14" E

Back = N 57° 33’ 42.88" E

C.C. N 543,623.97 E 989,928.57

P.T. Station 65+02.03 N 543,522.83 E 990,101.11

P.C. Station 64+07.14 N 543,455.17 E 990,035.85

Mid. Ord. = 5.60

Long Chord = 94.00

External = 5.76

Radius = 200.00

Length = 94.89

Tangent = 48.35

Degree = 28° 38’ 52.40"

Delta = 27° 10’ 58.73" (LT)

P.I. Station 64+55.50 N 543,481.11 E 990,076.66

Curve TRIPOLI-15

Course from PT TRIPOLI-14 to PC TRIPOLI-15 N 57° 33’ 42.88" E Dist 84.90

Chord Bear = N 79° 42’ 20.72" E

Ahead = N 57° 33’ 42.88" E

Back = S 78° 09’ 01.44" E

C.C. N 543,890.70 E 989,658.45

P.T. Station 63+22.24 N 543,409.63 E 989,964.20

P.C. Station 58+81.65 N 543,332.84 E 989,541.41

Mid. Ord. = 42.04

Long Chord = 429.70

External = 45.39

Radius = 570.00

Length = 440.59

Tangent = 231.96

Degree = 10° 03’ 06.81"

Delta = 44° 17’ 15.68" (LT)

P.I. Station 61+13.61 N 543,285.21 E 989,768.43

Curve TRIPOLI-14

Course from PT TRIPOLI-13 to PC TRIPOLI-14 S 78° 09’ 01.44" E Dist 249.71

Chord Bear = S 74° 55’ 39.05" E

Ahead = S 78° 09’ 01.44" E

Back = S 71° 42’ 16.65" E

C.C. N 544,167.07 E 989,461.29

P.T. Station 56+31.94 N 543,384.12 E 989,297.02

P.C. Station 55+41.94 N 543,407.51 E 989,210.16

Mid. Ord. = 1.27

Long Chord = 89.95

External = 1.27

Radius = 800.00

Length = 90.00

Tangent = 45.05

Degree = 7° 09’ 43.10"

Delta = 6° 26’ 44.79" (LT)

P.I. Station 55+86.99 N 543,393.37 E 989,252.93

Curve TRIPOLI-13

Curve Data

Ending chain TRIPOLI description

Chord Bear = N 33° 20’ 45.21" E

Ahead = N 41° 39’ 18.82" E

Back = N 25° 02’ 11.61" E

C.C. N 544,625.19 E 990,837.36

P.T. Station 79+50.00 N 544,876.00 E 990,555.41

P.C. Station 78+40.55 N 544,784.89 E 990,495.46

Mid. Ord. = 3.96

Long Chord = 109.07

External = 4.00

Radius = 377.36

Length = 109.45

Tangent = 55.11

Degree = 15° 11’ 00.08"

Delta = 16° 37’ 07.22" (RT)

P.I. Station 78+95.66 N 544,834.82 E 990,518.78

Curve TRIPOLI-18

Chord Bear = N 16° 59’ 22.23" E

Ahead = N 25° 02’ 11.61" E

Back = N 8° 56’ 32.84" E

C.C. N 544,324.33 E 991,481.48

P.T. Station 78+40.55 N 544,784.89 E 990,495.46

P.C. Station 75+34.85 N 544,493.50 E 990,406.43

Mid. Ord. = 10.72

Long Chord = 304.69

External = 10.82

Radius = 1,088.28

Length = 305.69

Tangent = 153.86

Degree = 5° 15’ 53.25"

Delta = 16° 05’ 38.76" (RT)

P.I. Station 76+88.71 N 544,645.49 E 990,430.34

Curve TRIPOLI-17

Course from PT TRIPOLI-16 to PC TRIPOLI-17 N 8° 56’ 32.84" E Dist 535.39

Chord Bear = N 19° 39’ 38.49" E

Ahead = N 8° 56’ 32.84" E

Back = N 30° 22’ 44.14" E

C.C. N 544,036.12 E 989,868.80

P.T. Station 69+99.47 N 543,964.62 E 990,323.21

P.C. Station 68+27.37 N 543,803.49 E 990,265.64

Mid. Ord. = 8.03

Long Chord = 171.10

External = 8.17

Radius = 460.00

Length = 172.10

Tangent = 87.07

Degree = 12° 27’ 20.18"

Delta = 21° 26’ 11.30" (LT)

P.I. Station 69+14.43 N 543,878.61 E 990,309.67

Curve TRIPOLI-16

Curve Data

A07

SHEET 3 OF 3

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D A -A

-1 (0

1) s u r .d g n

M a r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

B01

TYPICAL SECTIONS

NO SCALE

Normal edge of travel lane

" Elevation difference2

Type IV pavement roughness (2 equal lifts)

Size aggregate, <0.3 Million ESAL, -inch Nominal Maximum 2

3" Superpave pavement

Asphalt pavement grade

Profile

LLC

Tripoli Road ground

Existing grading C or D (typ.)

Aggregate base

1:2 or flatter1:2 or fl atte r

Travel lane

10’

Travel lane

10’

Ditch

3’ to 8’

Shoulder

1’ to 3’

Shoulder

1’ to 3’

Limit of construction

25 to 34’

TANGENT SECTION

grade

Profile

LLC

Tripoli Road ground

Existing grading C or D (typ.)

Aggregate base

1:2 or flatter

1:2 or fl atte r

Travel lane

10’

Travel lane

10’

Ditch

3’ to 8’

Shoulder

1’ to 3’

Shoulder

1’ to 3’

Limit of construction

25 to 34’

SUPERELEVATED SECTION

Notes:

grading C or D (Leveling course)

Aggregate base e e and leave in place

Mill asphalt pavement

1.5" and varies depth concrete pavement, Existing asphalt

Aggregate base

Shoulder

1’ to 3’

See Detail A (typ.)

Construct safety edge.

SAFETY EDGE

DETAIL A

PROPOSED PAVEMENT STRUCTURE

EXISTING PAVEMENT STRUCTURE

(Same as tangent section)

PROPOSED PAVEMENT STRUCTURE

(Same as tangent section)

EXISTING PAVEMENT STRUCTURE

See Detail A (typ.)

Construct safety edge.

in the plans at locations shown existing ditch

Recondition in the plans at locations shown existing ditch

Recondition

Recondition roadbed. 6’ depth surfaces.

Establish turf on all disturbed areas except paved and rock surface of the roadway.

For larger boulders, remove to a minimum 2 feet below the to performing the asphalt pavement milling as directed by the CO.

Remove completely boulders less than 2 feet in diameter prior

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D B 1-

-1 (0

1) ty p .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

C01

TABULATION OF QUANTITIES

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D C 1-

-1 (0

1) ta b .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

C02

DRAINAGE SUMMARY

e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

A D

D C -C

-1 (0

1) s u m .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

SIGN TEXT

REMARKSStation Side Series

Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(in.)

Height

See Note 1See Note 2

TEXT No.

6.3

SCHEDULE

PERMANENT SIGN

STOP

W2-2

W8-6

R1-1 See Note 1See Note 2

24 30 5.0

30 30 6.3

36 36 9.0

30 30 6.3

Red on

White

White on

Black

Yellow on

Black

Yellow on

Black

2 10.0

1 6.3

R2-1

NOTES:

Yellow on

Black

AHEAD

GATE

W3-3a mod

TRUCK

CROSSING

SPEED

LIMIT

C03

Furnish corrosion resistant steel sign supports.

See sheets P01 - P06 for locations.

Markings" book, latest editions.

Traffic Control Devices" MUTCD, and the "Standard Highway Signs and

Construct and erect all signs in accordance with the "Manual on Uniform

SUBTOTAL

ROUNDED TOTAL

12.5

44.1

9.0

50.0 e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

A D

D C -C

-1 (0

1) s u m .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

SCHEDULE

CONSTRUCTION SIGN

C04

SIGN TEXT

REMARKSStation Side Series

Combination

Color Quantity

LOCATION PANEL SIZE TEXT SIZE

(in.)

Width

(sq ft)

Area

(in.)

Radii

Corner

(in.)

Width

Border

(in.)

Width

Margin

(in.)

Numbers

(in.)

Case

Upper

(in.)

Case

Lower

(sq ft)

Total Area

(in.)

Height TEXT No.

ROUNDED TOTAL

NOTES:

See Note 1See Note 2

See Note 13636See Note 2

Orange on

Black

R11-2

W8-6

ROAD

CLOSED

TRUCK

CROSSING

White on

Black

48 30

9.0

SUBTOTAL

Meet NCHRP 350 crashworthy performance criteria for signs and barricades.

Obtain approval from the CO for final locations.

Markings" book, latest editions.

Traffic Control Devices" MUTCD, and the "Standard Highway Signs and

Construct and erect all signs in accordance with the "Manual on Uniform

10.0 10.0

18.0

28.0

30.0

Mounted on existing gate e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

A D

D C -C

-1 (0

1) s u m .d g n

-A p r -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

WHITE MOUNTAIN NATIONAL FOREST

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

0 25 50

PLAN AND PROFILE

REG STATE PROJECT SHEET NO.

9 NH FH 47-1(001)

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Proposed 18" HDPE culvert

18" HDPE culvert

Proposed

18" HDPE culvert

Proposed

24" HDPE culvert

Proposed

Profile grade ground Existing

V P I

E L

+4.68 1%

+3.267

200’ VC

K = 141

SSD = 863’

V P I

E L

0+3.267

+4.24 0%

100’ VC

K = 103

V P I

E L

+4.24 0%

+3.77 8%

100’ VC

K = 216

SSD = 2384’

P C

P T

P C

M erriam

Road Tripoli Road

0 1+00 2+00 3+00 4+00 5+00 6+00

7+00

50 50 50 50 50 50

D01

SHEET 1 OF 12

Construction C/L e ni

L h c t a M

E 984,200.58 N 544,237.62 Begin NH FH 47-1(001) construction (typ.)

Limit of

See Detail E619-06A

Install new gate.

Remove existing gate.

pavement (typ.)

Edge of

Curve = TRIPOLI-1

PI 1+87.04

R = 440.00’

T = 187.04’

L = 353.72’

Transition e = -2.00% Transition e = 2.90% LT

Install 34’ of 18" HDPE culvert 15" RCP culvert.

Remove 38’ of existing 0+39

Install 39’ of 18" HDPE culvert 18" CMP culvert.

Remove 42’ of existing 3+94

Install 41’ of 24" HDPE culvert 24" CMP culvert.

Remove 50’ of existing 7+07

HDPE culvert

Install 46’ of 18"

18" CMP culvert.

Remove 52’ of existing 1+87 at culvert outlet

Class 2

Install riprap, at culvert outlet

Class 2

Install riprap, at culvert outlet

Class 2

Install riprap, Class 2 at culvert outlet Install riprap, reconditioning

Begin ditch

0+00 RT

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Existing ground

Profile grade

V P I

E L

+3.77 8%

+10 .1

350’ VC

K = 55

Existing ground

Profile grade

24" HDPE culvert

Proposed

+10 .1

+5.5 00%

300’ VC

K = 64

SSD = 382’

100’ VC

K = 27

+5.6 50%

E L

V P I

+9.

E L

V P I

P T

0 1

P C

P T

Trip oli R oad

7+00 8+00 9+00 10+00 11+00 12+00 50 50 50 50 50

13+00

SHEET 2 OF 12

D02 e ni

L h ct a

Construction C/L construction (typ.)

Limit of M a t c h L in e pavement (typ.)

Edge of

Curve = TRIPOLI-2

PI 8+41.63

R = 475.00’

T = 251.90’

L = 463.22’ e = 2.90% LT Transition e = 2.50% RT Transition e = -2.00%

Install 46’ of 24" HDPE culvert

24" CMP culvert.

Remove 42’ of existing

13+13

Curve = TRIPOLI-3

PI 12+73.15

R = 800.00’

T = 66.04’

L = 131.78’ at culvert outlet

Class 2

Install riprap, reconditioning

End ditch

7+50 RT

reconditioning

Begin ditch

10+50 RT

reconditioning

Begin ditch

10+50 LT

reconditioning

End ditch

12+00 LT

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Profile grade

Existing ground

18" HDPE culvert

Proposed

V P I

E L

+9.

+7.7

300’ VC

K = 176

SSD = 783’

Existing ground

Profile grade

18" HDPE culvert

Proposed

V P I

E L

+7.7

+6.2 63%

150’ VC

K = 98

SSD = 779’

+6.2 63%

P C

P T

P C

Tripoli Road

14+00 15+00 16+00 17+00 18+00 50 50 50 50

19+00

20+00

50 50

SHEET 3 OF 12

e ni L h c t a M

Construction C/L construction (typ.)

Limit of

M a t c h L in e pavement (typ.)

Edge of

Transitione = -2.00% e = 2.60% RT Transition e = -2.00%

D03

Install 37’ of 18" HDPE culvert

18" CMP culvert.

Remove 40’ of existing

17+17

Install 39’ of 18" HDPE culvert

18" CMP culvert.

Remove 42’ of existing

19+83

Curve = TRIPOLI-4

PI 16+39.96

R = 650.00’

T = 144.36’

L = 284.10’ at culvert outlet

Class 2 Install riprap, at culvert outlet

Class 2 Install riprap, Transition e = 2.40% RT

TBAR

4012TBAR

12118

FOUND

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Profile grade

Existing ground

18" HDPE culvert

Proposed

18" HDPE culvert

Proposed

+7.2

%150’ VC

K = 145

+7.2

V P I

E L

P R

P T

Tripoli Road

18" HDPE culvert

Proposed

V P I

E L

+4.42 2%

150’ VC

K = 52

SSD = 450’

V P I

E L

+4.42 2%

150’ VC

K = 76

SSD = 625’

18" HDPE culvert

Proposed

21+00 22+00 23+00 24+00 25+00 26+00

27+00

50 50 50 50 50 50

SHEET 4 OF 12

D04 e ni L h c t a M construction (typ.)

Limit of

Construction C/L

M a t c h L in e pavement (typ.)

Edge of

Curve = TRIPOLI-5

PI 22+22.22

R = 830.00’

T = 179.24’

L = 353.05’

Curve = TRIPOLI-6

PI 25+55.58

R = 800.00’

T = 159.54’

L = 314.95’

Install 37’ of 18" HDPE culvert

18" CMP culvert.

Remove 40’ of existing

22+51

Install 42’ of 18" HDPE culvert

18" CMP culvert.

Remove 48’ of existing

24+30

Install 39’ of 18" HDPE culvert

18" CMP culvert.

Remove 44’ of existing

25+68

Install 40’ of 18" HDPE culvert

18" CMP culvert.

Remove 40’ of existing

27+81

Profile grade

Existing ground at culvert outlet

Class 2

Install riprap, at culvert outlet

Install riprap, Class 2 at culvert outlet

Install riprap, Class 2at culvert outlet

Install riprap, Class 2

Transitione = 2.40% RT e = 2.50% LT Transition

R1627

1623PK

R1626

TBAR

11706NAIL

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Profile grade ground Existing

+2.458%

V P I

E L

+2.458%

+0.478%

150’ VC

K = 76

SSD = 620’

V P I

E L

+0.478% +1.347%

200’ VC

K = 230

18" HDPE culvert

Proposed

P C

P T

U .S

F O

R E

S T S

E R

V I C

B O

U N

D A

R Y

Tripo li Road

28+00 29+00 30+00 31+00 32+00 33+00 34+00

35+00

50 50 50 50 50 50

SHEET 5 OF 12

D05 e ni L h c t a M e ni L h c t a M

Construction C/L construction (typ.)

Limit of pavement (typ.)

Edge of

Curve = TRIPOLI-7

PI 29+87.80

R = 500.00’

T = 144.77’

L = 281.83’

Install 39’ of 18" HDPE culvert 18" CMP culvert.

Remove 42’ of existing

32+12 at culvert outlet

Class 2

Install riprap, reconditioning

End ditch

29+00 RT

reconditioning

Begin ditch

30+00 LT

Transition e = 2.90% LT Transition e = -2.00%

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Existing ground

Profile grade

V P I

E L

+1.347% +0.588%

200’ VC

K = 263

SSD = 1520’

V P I

E L

+0.588% +1.421%

200’ VC

K = 240 +1.421%

18" HDPE culvert

Proposed

P C

P T

0 4

P C

Trip oli R oad

35+00 36+00 37+00 38+00 39+00 40+00 41+00

42+00

50 50 50 50 50 50

SHEET 6 OF 12

D06

Construction C/L construction (typ.)

Limit of

M a t c h L in e

M a t c h L in e pavement (typ.)

Edge of

Curve = TRIPOLI-8

PI 37+36.50

R = 600.00’

T = 168.93’

L = 329.34’

Install 38’ of 18"HDPE culvert

18" CMP culvert.

Remove 40’ of existing

37+50 at culvert outlet

Class 2

Install riprap, Transitione = -2.00% e = 2.70% LT Transition e = 2.90% RT

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Profile grade

Existing ground

24" RCP culvert

Existing

18" HDPE culvert

Existing

V P I

E L

+0.750%

200’ VC

K = 298

SSD = 1708’

V P I

E L

+0.750%

+1.667%

100’ VC

K = 109

V P I

E L

+1.667%

+1.650%

200’ VC

K = 12000

SSD = 64840’

18" HDPE culvert

Proposed

P R

P T

0 4

P C

Tripo li Road

42+00 43+00 44+00 45+00 46+00 47+00 48+00

49+00

50 50 50 50 50 50

SHEET 7 OF 12

D07 culvert to remain

Existing 24" RCP

42+63 construction (typ.)

Limit of culvert to remain

Existing 18" HDPE

45+46 Construction C/L e ni L h c t a M e ni L h c t a M pavement (typ.)

Edge of

Curve = TRIPOLI-9

PI 42+41.46

R = 462.00’

T = 161.33’

L = 310.43’

Curve = TRIPOLI-10

PI 45+10.00

R = 450.00’

T = 119.44’

L = 233.49’

Install 33’ of 18" HDPE culvert

18" CMP culvert.

Remove 34’ of existing

48+87 at culvert outlet

Class 2 e = 2.90% RT Transition e = 3.00% LT Transition e = -2.00% Transition

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

TBAR

49+00 50+00 51+00 52+00 53+00 54+00 55+00

56+00

50 50 50 50 50 50

D08

SHEET 8 OF 12

Construction C/L construction (typ.)

Limit of e ni L h ct a M e ni L h c t a M pavement (typ.)

Edge of

Curve = TRIPOLI-11

PI 50+46.07

R = 490.00’

T = 160.72’

L = 310.60’

Curve = TRIPOLI-12

PI 54+92.01

R = 780.00’

T = 50.07’

L = 100.00’

Curve = TRIPOLI-13

PI 55+86.99

R = 800.00’

T = 45.05’

L = 90.00’

Install 24’ of 24" RCP culvert 24" RCP culvert.

Remove 24’ of existing

51+16 RT

Install 37’ of 18" HDPE culvert 15" RCP culvert.

Remove 40’ of existing 54+88 at culvert outlet

Install riprap, Class 2 at culvert outlet

Install riprap, Class 2 e = 2.90% RT Transition e = -2.00%

0 5

P T

P C

P R

Tripoli Road

Existing ground

Profile grade

+1.650%

V P I

E L

+1.650%

+0.774%

200’ VC

K = 228

SSD = 1332’

V P I

E L

+0.774% +0.050%

200’ VC

K = 276

SSD = 1590’

V P I

E L

+0.050%

200’ VC

K = 286

24" RCP culvert

Proposed

18" HDPE culvert

Proposed

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Existing ground

Profile grade

+0.750% V

P I

E L

+0.750%

+0.960%

200’ VC

K = 952

18" HDPE culvert

Proposed

18" HDPE culvert

Proposed

P T

P C

P T

Tripoli Road

56+00 57+00 58+00 59+00 60+00 61+00 62+00

63+00

50 50 50 50 50 50

SHEET 9 OF 12

D09

Construction C/L construction (typ.)

Limit of

M a t c h L in e pavement (typ.)

Edge of

M a tc h L in e

Curve = TRIPOLI-14

PI 61+13.61

R = 570.00’

T = 231.96’

L = 440.59’Install 41’ of 18" HDPE culvert

15" RCP culvert.

Remove 42’ of existing

58+14

Install 32’ of 18" HDPE culvert

15" RCP culvert.

Remove 35’ of existing

62+99 at culvert outlet

Class 2

Install riprap, at culvert outlet

Class 2 e = -2% Transition e = 2.7% LT Transition

TBAR4004

TBAR

- A p r

- 2

P R

O J E

C T

S F

H N

H -1 (0

1 ) P r o j

D e v C

A D

D D 1-

- F

-1 (0

1 ) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

V P I

E L

+0.960% +0.459%

200’ VC

K = 400

SSD = 2256’

V P I

E L

+0.459%

+2.160%

150’ VC

K = 88

V P I

E L

-0.267%

100’ VC

K = 41

SSD = 495’

Existing ground

Profile grade 18" HDPE culvert

Proposed

P T

P C

P T

P C

P T

Tripoli Road

63+00 64+00 65+00 66+00 67+00 68+00 69+00

70+00

50 50 50 50 50 50

SHEET 10 OF 12

D10 e ni L h c t a M e ni L h c t a M construction (typ.)

Limit of

Construction C/L pavement (typ.)

Edge of

Curve = TRIPOLI-15

PI 64+55.50

R = 200.00’

T = 48.35’

L = 94.89’

Curve = TRIPOLI-16

PI 69+14.43

R = 460.00’

T = 87.07’

L = 172.10’

Install 34’ of 18" HDPE culvert 15" RCP culvert.

Remove 35’ of existing 68+05 at culvert outlet

Install riprap, Class 2

Transition e = -2% Transition e = 2.7% LT Transition e = -2.7% Transition e = 3.00% LT Transition

4002NAIL

1190 1190

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Existing ground

Profile grade

18" HDPE culvert

Proposed

V P I

E L

+1.143%

200’ VC

K = 142

V P I

E L

+1.143% +0.429%

200’ VC

K = 280

SSD = 1611’

V P I

E L

+0.429%

+2.262%

220’ VC

K = 120

18" HDPE culvert

Proposed

18" HDPE culvert

Proposed

P T

P C

Tripoli Road

70+00 71+00 72+00 73+00 74+00 75+00 76+00

77+00

50 50 50 50 50 50

SHEET 11 OF 12

D11 construction (typ.)

Limit of e ni L h c t a M0 e ni

L h c t a M

Construction C/L pavement (typ.)

Edge of

Curve = TRIPOLI-17

PI 76+88.71

R = 1,088.28’

T = 153.86’

L = 305.69’

Install 38’ of 18" HDPE culvert

15" RCP culvert.

Remove 42’ of existing

70+24

Install 38’ of 18" HDPE culvert

15" RCP culvert.

Remove 42’ of existing

72+42

Install 36’ of 18" HDPE culvert

15" RCP culvert.

Remove 42’ of existing

75+88 at culvert outlet

Install riprap, Class 2 at culvert outlet

Class 2

Transition e = -2% Transition

NAIL

TBAR

-A p r -2

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D D 1-

D -F

-1 (0

1) p p .d g n

SCALE IN FEET

TRIPOLI ROAD

WHITE MOUNTAIN NATIONAL FOREST

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

Existing ground

Profile grade

V P I

E L

+2.262% -0.411%

70’ VC

K = 26

SSD = 439’

P C

P T

P o n d R o a d

R u s s e ll

Trip oli

Road

77+00 78+00 79+0050 50 501180

D12

SHEET 12 OF 12

construction (typ.)

Limit of E 990,555.41

N 544,876.00

End NH FH 47-1(001)

Construction C/L

M a t c h L in e existing pavement

Match limits of existing pavement

Match limits of pavement (typ.)

Edge of

Curve = TRIPOLI-18

PI 78+95.66

R = 377.36’

T = 55.11’

L = 109.45’ reconditioning

End ditch

78+90 LT

Transition

00 1010 2020 3030

-A p r -2

M \ e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

A D

D K 1-

-1 (0

1) h y d .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

NO.

SHEET

970 970

975 975

980 980

985 985

975 975

980 980

985 985

990 990

985 985

990 990

995 995

1000 1000

00 1010 2020 3030

995 995

1000 1000

1005 1005

1010 1010

1040 1040

1045 1045

1050 1050

1055 1055

1080 1080

1085 1085

1090 1090

1095 1095

9 FH 47 1(001)NH

WHITE MOUNTAIN NATIONAL FOREST

TRIPOLI ROAD

K01

DRAINAGE CROSS SECTIONS

0+38.98 TO 17+16.59

Des. Grade = 977.37

Sta. 0+39 R 1

3.88%

E le v

O f f

L T

O f f

E le v

1:3 1:2

+2.42% -2.41%

See Detail ET602-5

Install 34’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 7° LT

Orig. Grnd. = 977.47

Des. Grade = 984.04

Sta. 1+87 R 1

5.69%

O f f

E le v

O f f

E le v

1:3

1:2 -0.30% +0.33%

See Detail ET602-5

Install 46’ of 18" HDPE culvert, See Detail E251-01

Class 2.

Install riprap, Skew angle = 39° LT

Orig. Grnd. = 984.26

Des. Grade = 991.70

Sta. 3+95 R 1

4.52%

O f f

E le v

O f f

L T

1:4 1:4

-2.14% +0.03%

See Detail ET602-5

Install 39’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 26° LT

Orig. Grnd. = 991.63

Des. Grade = 1,004.74

Sta. 7+07 R 1

8.78%

E le v

O f f

E le v

1:3

1:2-3.81% +3.80%

See Detail ET602-5

Install 41’ of 24" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 12° LT

Orig. Grnd. = 1,004.93

Des. Grade = 1,051.14

Orig. Grnd. = 1,050.87

Sta. 13+13 R 1

4.71%

O f f

E le v

O f f

E le v

1:2 1:3

+2.75% -2.75%

See Detail ET602-5

Install 46’ of 24" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Des. Grade = 1,084.83

Sta. 17+17 R 1

5.25%

O f f

E le v

O f f

L T

1:3

1:2-1.50% +1.54%

See Detail ET602-5

Install 37’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 29° LT

Orig. Grnd. = 1,084.60

-A p r -2 e f l-f il e s h a r 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 F

H N

H -1 (0

1) P r o j

D e v C

A D

D K 1-

-1 (0

1) h y d .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

NO.

SHEET

1095 1095

1100 1100

1105 1105

1110 1110

1115 1115

1120 1120

1125 1125

1130 1130

1135 1135

1140 1140

1145 1145

00 1010 2020 3030

1135 1135

1140 1140

1145 1145

1150 1150

1145 1145

1150 1150

1155 1155

1160 1160

1150 1150

1155 1155

1160 1160

1165 1165

9 FH 47 1(001)NH

WHITE MOUNTAIN NATIONAL FOREST

TRIPOLI ROAD

K02

DRAINAGE CROSS SECTIONS

19+82.84 TO 32+11.90

Des. Grade = 1,104.05

Sta. 19+83 R 1

3.31%

E le v

O f f

E le v

1:2 1:3

-0.83% +0.83%

See Detail ET602-5

Install 39’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 25° LT

Orig. Grnd. = 1,103.96

Des. Grade = 1,122.07

Sta. 22+51 R 1

4.92%

O f f

E le v

O f f

1:3

1:2 -1.15% +1.18%

See Detail ET602-5

Install 37’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 26° LT

Orig. Grnd. = 1,121.77

Des. Grade = 1,135.06

Sta. 24+30 R 1

3.04%

O f f

E le v

O f f

1:3

1:4 -5.29%

+5.25%

See Detail ET602-5

Install 42’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 26° LT

Orig. Grnd. = 1,135.00

Des. Grade = 1,142.44

Sta. 25+68 R 1

1.53%

O f f

E le v

O f f

L T

1:5 1:2-4.18% +4.17%

See Detail ET602-5

Install 39’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 26° LT

Orig. Grnd. = 1,142.37

Des. Grade = 1,151.56

Sta. 27+81 R 1

3.34%

E le v

O f f

L T

E le v

O f f

1:2

1:3

-3.57% +3.56%

See Detail ET602-5

Install 40’ of 18" HDPE culvert.

See Detail E251-01

Class 2.

Install riprap, Skew angle = 30° LT

Orig. Grnd. = 1,151.45

Des. Grade = 1,159.59

Orig. Grnd. = 1,159.10

Sta. 32+12 R 1

6.21%

O f f

E le v

O f f

1:21:2

-2.01% -1.99%

See Detail ET602-5

18" HDPE culvert.

Install 39’ of

See Detail E251-01

Class 2.

-A p r -2

M M

P R

O J E

C T

S F

H N

H -1 (0

1) P r o j

D e v C

A D

D K 1-

-1 (0

1) h y d .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

NO.

SHEET

1155 1155

1160 1160

1165 1165

1170 1170

1160 1160

1165 1165

1170 1170

1175 1175

1165 1165

1170 1170

1175 1175

1180 1180

00 1010 2020 3030

1170 1170

1175 1175

1180 1180

1185 1185

1170 1170

1175 1175

1180 1180

1185 1185

1175 1175

1180 1180

1185 1185

1190 1190

9 FH 47 1(001)NH

WHITE MOUNTAIN NATIONAL FOREST

TRIPOLI ROAD

K03

DRAINAGE CROSS SECTIONS

37+49.74 TO 54+87.98

Des. Grade = 1,165.29

Orig. Grnd. = 1,164.73

Sta. 37+50 R 1

6.28%

O f f

E le v

O f f

E le v

1:21:2 -2.71% +2.71%

See Detail ET602-5

18" HDPE culvert.

Install 38’ of

See Detail E251-01

Class 2.

Install riprap, Des. Grade = 1,171.07

Orig. Grnd. = 1,170.87

Sta. 42+63 R 1

O f f

E le v

O f f

+2.99% -2.99% culvert to remain

24" RCP

Existing

Des. Grade = 1,173.25

Orig. Grnd. = 1,172.94

Sta. 45+46 R 1 culvert to remain

18" HDPE

Existing

E le v

O f f

E le v

O f f

-3.04% +3.04%

Des. Grade = 1,178.61

Orig. Grnd. = 1,177.86

Sta. 48+87 R 1

4.74%

E le v

O f f

L T

E le v

1:21:2 +2.22% -2.18%

See Detail ET602-5

18" HDPE culvert.

Install 33’ of

See Detail E251-01

Class 2.

Install riprap, See Detail 620-A headwall.

Install stone

Des. Grade = 1,181.79

Sta. 51+16 R 1

9.10% O f f

E le v

O f f

E le v

1:2

1:13 +3.03% -3.04%

See Detail E602-07

24" RCP culvert.

Install 24’ of to tie to existing culvert

Use coupling band

24" RCP culvert to remain

Left section of existing

See Detail E251-01

Class 2.

Install riprap, Skew angle = 13° LT

Orig. Grnd. = 1,181.32

Des. Grade = 1,183.78

Orig. Grnd. = 1,183.44

Sta. 54+88 R 1

9.55%

O f f

L T

E le v

O f f

E le v

1:2

+2.50% -2.50%

See Detail ET602-5

18" HDPE culvert.

Install 37’ of

See Detail 620-A headwall.

Install stone

See Detail E251-01

Class 2.

-A p r -2 e f l-f il e s h a r e .f lh d .f h w a .d o t.

g o v d a ta

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.