Plans_Adv.pdf

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E 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

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

Abutment Abut.

Aggregate aggr.

Ahead AH

Alternate alt.

Average daily traffic ADT

Back BK

Balance point BP

Bearing brg.

Begining beg.

Bench mark BM

Finish fin.

Flange flg.

Footing ftg.

Inside diameter ID

West W

Centerline

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

Centers ctrs.

Clear clr.

Column col.

Connection conn.

Construction joint Constr. jt.

Continuous cont.

Corrugated metal pipe CMP

Culvert culv.

Curve centeral angle

(spiral curve transitions)

Curve total angle

(curve delta or deflection)

Design hourly volume DHV

Design speed V

Diagonal diag.

Diameter D, dia., or

Diaphragm diaph.

Distance dist.

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

Drop Inlet DI

East E

Edge of pavement EP or EOP

Elevation elev.

Elevation with number El. 94.161

[El. 94.16]

Embankment emb.

End section ES

Equation EQ or eq.

Excavation exc.

Expansion joint exp. jt.

Galvanized galv.

Gage(gauge) ga.

Headwall hdwl.

Hexagon hex.

High water HW

Joint jt.

Lamination lam.

Latitude lat.

Left lt., Lt. or LT

Length of curve(simple curve) L

Length of curve Lc

(spiral curve transision)

Length of spiral Ls

Longitudinal(longitude) long.

Low water LW

Original groung OG

Out to out o. to o.

Outside diameter OD

On centers o. c.

Normal crown NC or NCR

North N

Radius R

Range R.

Reinforcement (reinforced) reinf.

Required reqd.

Right Rt., rt.or RT

Right-of-way R/W

Roadway Rdwy.

Route Rte.

Section Sec.

South S

Spacing, spaces or spaced spa.

Spiral central angle s

Standard std.

Station Sta.

Stiffener stiff.

Stringer stgr.

Structure struc.

Superelevation rate e

Symmetrical sym.

Tangent distance T

(tangent length)

Tangent distance Ts

(spiral curve transision)

Temporary benchmark TBM

Temporary construction TCE easement

Thread thd.

Township T.

Typical typ.

Vehicle per hour vph

Vertical point of intersection VPI

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

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

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

NATIONAL PARK or

FOREST BOUNDARY

116 SECTION LINE

14 SECTION LINE

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

TRAVERSE POINT (Horizontal & Vertical)

Top of Triangle Points North

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

14 SECTION CORNER

116 SECTION

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

with MONUMENT

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

OVERHEAD(POWER POLE) UTILITIES

P=Electrical for transmission line

E=Electrical for distribution line

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

FO=Fibre optics

UNDERGROUND UTILITIES

G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FO=fibre optics

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

SYMBOLS AND

ABBREVIATIONS

SFDB

EOP

EOG

Mainline M.L.

Material matl.

Maximum max.

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

Minimum min.

Monument mon. or MON

Mechanically stabilized MSE embankment

Pavement pvmt.

Photo monument PHT

Plate pl.

Point of compound curve PCC

Point of curve PC

Point of curve to spiral PCS or CS

Point of intersection PI

Point of spiral to curve PSC or SC

Point of spiral to reverse SRS spiral

Point of spiral to tangent PST or ST

Point of tangent PT

Point of tangent to spiral PS or TS

Point on curve POC

Point on spiral POS

Point on tangent POT

A2

Back of curb

W-BEAM GUARDRAIL (SINGLE FACE)

WITH WEATHERED STEEL POSTS

W BEAM MEDIAN GUARDRAIL (DOUBLE FACE)

WITH WEATHERED STEEL POSTS

NC MD PRA-BAWA 1B17,C15,E21,H17

M

P ro je c ts

\b a w a \1 b ,c

,e

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\p ro j_ d e v \C

A D

D \A

-b a w a b a b r.

d g n

:0

:0

A

M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

NO.

BALTIMORE WASHINGTON PARKWAY

R/W

R/W

No Symbol

TB or TP

P or

UD

W

No Symbol

TB or TP

P or

UD

W

APPROX. SCALE

0 12 1 MILE

LOCATION MAP

A3

MD Route 32 Interchange

Big Patuxent River Bridge

Powder Mill Road Interchange

Greenbelt Road Interchange

Riverdale Road Bridge

N

TO BALTIMORE

JESSUP RD.

(PATUXENT FREEWAY)

SAVAGE RD.

LITTLE PATUXENT RIVER

FORT MEADE RD.

PATUXENT RIVER

(PRINCE GEORGE’S COUNTY/

ANNE ARUNDEL COUNTY LINE)

LAUREL - BOWIE RD.

TO WASHINGTON, D.C.

NEW YORK AVE.

TO

D

IS

T R

IC

T

O F

C O

L U

M B

IA

P R

IN

C

E G

E O

R G

E ’S

C O

U N

T Y

, M A

R Y

L A

N D

BLADENSBURG

KENILWORTH AVE.

LANDOVER RD.

ANNAPOLIS RD.

B&O

RAILROAD

CHEVERLY

DEFENSE

HEIGHTS

EAST PINES

RIVERDALE RD.

GOOD LUCK RD.

RIVERDALE

HILLS

NEW

CARROLLTON

GREENBELT PARK

GREENBELT RD.

CAPITAL

BELTWAY

KENILWORTH AVE.

GREENBELT

GODDARD SPACE

FLIGHT CENTER

ACCESS ROAD

NASA

OVERPASS

PEDESTRIAN

BEAVERDAM RD.

POWDER MILL RD.

USDA

FORT MEADE

Good Luck Road Bridge

2 MILE

NC MD PRA-BAWA 1B17,C15,E21,H17

M

P ro je c ts

\b a w a \1 b ,c

,e

,h

\p ro j_ d e v \C

A D

D \A

-b a w a b lo c .d g n

:1

:2

A

M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

NO.

BALTIMORE WASHINGTON PARKWAY

L C L

C

TYPICAL SECTIONS

B1NC MD PRA-BAWA 1B17,C15,E21,H17

M

P ro je c ts

\b a w a \1 b ,c

,e

,h

\p ro j_ d e v \C

A D

D \0

-b a w a b ty p .d g n

:1

:0

A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

BALTIMORE WASHINGTON MEMORIAL PARKWAY

C1

TABULATION OF QUANTITIES

NC MD PRA-BAWA 1B17,C15,E21,H17

M

P ro je c ts

\b a w a \1 b

,c

,e

,h

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\C A

D D

\C

-b a w a b ta b

.d g n :4

:2

A

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

NO.

BALTIMORE WASHINGTON PARKWAY

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ‡ QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ SCHEDULE ‡

‡63502-1700‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C ‡ EACH ‡ 176 ‡ 176 ‡

‡63502-1900‡TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE ‡ EACH ‡ 2 ‡ 2 ‡

‡63502-2000‡TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE ‡ ‡ ‡ ‡

‡ ‡MESSAGE SIGN ‡ EACH ‡ 2 ‡ 2 ‡

‡63502-2200‡TEMPORARY TRAFFIC CONTROL, CRASH CUSHION, INERTIAL ‡ ‡ ‡ ‡

‡ ‡ BARREL SYSTEM ‡ EACH ‡ 4 ‡ 4 ‡

‡63502-2600‡TEMPORARY TRAFFIC CONTROL, MOVING TEMPORARY CRASH ‡ ‡ ‡ ‡

‡ ‡CUSHION ‡ EACH ‡ 14 ‡ 14 ‡

‡63502-2800‡TEMPORARY TRAFFIC CONTROL, REPLACEMENT BARRELS FOR ‡ ‡ ‡ ‡

‡ ‡ CRASH CUSHION ‡ EACH ‡ 14 ‡ 14 ‡

‡63503-0400‡TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER ‡ LNFT ‡ 620 ‡ 620 ‡

‡63503-0500‡TEMPORARY TRAFFIC CONTROL, MOVING CONCRETE BARRIER ‡ LNFT ‡ 1900 ‡ 1,900 ‡

‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 250 ‡ 250 ‡

‡63708-0000‡CELLULAR PHONE SERVICE ‡ MO ‡ 6 ‡ 6 ‡

‡64502-0000‡LOCATE UTILITIES ‡ EACH ‡ 40 ‡ 40 ‡

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ‡ QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ ‡ SCHEDULE ‡

‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ‡ ALL ‡

‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ‡ ALL ‡

‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 1800 ‡ 1,800 ‡

‡15706-1000‡SOIL EROSION CONTROL, INLET PROTECTION ‡ EACH ‡ 11 ‡ 11 ‡

‡20302-1300‡REMOVAL OF GUARDRAIL, CONCRETE BARRIER (CONCRETE ‡ ‡ ‡ ‡

‡ ‡TERMINAL SECTION) ‡ LNFT ‡ 100 ‡ 100 ‡

‡20401-0000‡ROADWAY EXCAVATION ‡ CUYD ‡ 220 ‡ 220 ‡

‡60101-0000‡CONCRETE (TRANSITION BLOCK FOR GUARDRAIL ‡ ‡ ‡ ‡

‡ ‡CONNECTION) ‡ CUYD ‡ 15 ‡ 15 ‡

‡60705-0000‡RECONDITIONING DRAINAGE STRUCTURE ‡ EACH ‡ 1 ‡ 1 ‡

‡61701-1950‡GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS ‡ ‡ ‡ ‡

‡ ‡(WITH RUBRAIL) ‡ LNFT ‡ 60 ‡ 60 ‡

‡61701-1950‡GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS ‡ ‡ ‡ ‡

‡ ‡(WITH RUBRAIL AND ADDITIONAL POSTS) ‡ LNFT ‡ 50 ‡ 50 ‡

‡61701-3750‡GUARDRAIL SYSTEM MB4, TYPE 4, CLASS B STEEL POSTS ‡ LNFT ‡ 11000 ‡ 11,000 ‡

‡61701-3750‡GUARDRAIL SYSTEM MB4, TYPE 4, CLASS B STEEL POSTS ‡ ‡ ‡ ‡

‡ ‡ (WITH RUBRAIL) ‡ LNFT ‡ 150 ‡ 150 ‡

‡61701-3750‡GUARDRAIL SYSTEM MB4, TYPE 4, CLASS B STEEL POSTS ‡ ‡ ‡ ‡

‡ ‡ (AT POWDER MILL BRIDGE CROSSING) ‡ LNFT ‡ 100 ‡ 100 ‡

‡61702-0000‡TERMINAL SECTION (MEDIAN PLACED) ‡ EACH ‡ 9 ‡ 9 ‡

‡61702-0600‡TERMINAL SECTION, TYPE FLARED ‡ EACH ‡ 2 ‡ 2 ‡

‡61703-1000‡TERMINAL END, TYPE FLARED END SECTION ‡ EACH ‡ 4 ‡ 4 ‡

‡61707-1000‡STRUCTURE TRANSITION RAILING, G4 SYSTEM (MEDIAN ‡ ‡ ‡ ‡

‡ ‡PLACED) ‡ LNFT ‡ 160 ‡ 160 ‡

‡62401-0100‡FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH ‡ SQYD ‡ 900 ‡ 900 ‡

‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 900 ‡ 900 ‡

‡63502-0300‡TEMPORARY TRAFFIC CONTROL, ADVANCE WARNING ARROW ‡ ‡ ‡ ‡

‡ ‡PANEL, TYPE C ‡ EACH ‡ 2 ‡ 2 ‡

‡63502-1300‡TEMPORARY TRAFFIC CONTROL, DRUM ‡ EACH ‡ 180 ‡ 180 ‡

‡63502-1500‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A ‡ EACH ‡ 4 ‡ 4 ‡

‡63502-1600‡TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B ‡ EACH ‡ 24 ‡ 24 ‡

C2

GUARDRAIL SUMMARY

NC MD PRA-BAWA 1B17,C15,E21,H17

TITLE

M

P ro je c ts

\b a w a \1 b ,c

,e

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\p ro j_ d e v \C

A D

D \C

-g w s n s c h .d g n

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M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

M P..H

CLOSED

LEFT LANE

1/2 MILE

36 36 -W21-1A See Note 2 Black on

Orange

4See Note 3

36 36 -W21-5 See Note 2 Black on

Orange

4See Note 39.00

Single 4" x 4" post, see DET. E635-10

Single 4" x 4" post, see DET. E635-10

Sign Text Text

No.

Sign

No.

LOCATION

Station Side

PANEL SIZE

Width Height in in in in inft

Area Corner

Radii

Border

Width

Margin

Width

TEXT SIZE

Numbers Upper

Case Case

Lower in in in

Series

Color

Combination Quantity

Remarks

NOTES:

Total

Area ft

Sign Text Text

No.

Sign

No.

LOCATION

Station Side

PANEL SIZE

Width Height in in in in inft

Area Corner

Radii

Border

Width

Margin

Width

TEXT SIZE

Numbers Upper

Case Case

Lower in in in

Series

Color

Combination 2 ft

Sign Text Text

No.

Sign

No.

LOCATION

Station Side

PANEL SIZE

Width Height in in in in inft

Area Corner

Radii

Border

Width

Margin

Width

TEXT SIZE

Numbers Upper

Case Case

Lower in in in

Series

Color

Combination 2

Area ft

Sign Text Text

No.

Sign

No.

LOCATION

Station Side

PANEL SIZE

Width Height in in in in inft

Area Corner

Radii

Border

Width

Margin

Width

TEXT SIZE

Numbers Upper

Case Case

Lower in in in

Series

Color

Combination 2 ft

1. Sign post supports will not be measured for payment and shall be accordance with Std.635-1.

3. Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition.

Subtotal

-1 G20-2A See Note 2

Black on

Orange

END

ROAD WORK

See Note 3 418 4.00 16.00

9.00

SHOULDER

WORK

W13-1 See Note 2 Black on

Orange

Black on

Orange

See Note 3 Use on Parkway, mount with other signs

W20-1 See Note 2 Black on

Orange

4See Note 336 36 36.00

24 24 4.00

ROAD

AHEAD

WORK

32 248.00

Rounding

Totals

- 2.00

32 250.00

4 16.00

Double 4" x 4" post, See DET. E635-10

W20-1 See Note 2 Black on

Orange

4See Note 3 36.00

ROAD

1 MILE

WORK

Double 4" x 4" post, See DET. E635-5

See Note 2 Black on

Orange

4See Note 336 36 36.00 Double 4" x 4" post, See DET. E635-5 W20-5L

See Note 2 Black on

Orange

4See Note 3 Single 4" x 4" post, See DET. E635-5 W4-2L 36 36 9.00 36.00

CONSTRUCTION SIGN

SUMMARY

36.00

36.00

Single 4" x 4" post, See DET. E635-5 & E635-10

2. See details E635-A & B. Actual location of the signs will be directed by the CO.

36 36

9.00

9.00

9.00

C3NC MD PRA-BAWA 1B17,C15,E21,H17

M

P ro je c ts

\b a w a \1 b ,c

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A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

SILT FENCE

157-1

NC MD PRA-BAWA 1B17,C15,E21,H17

REG STATE PROJECT

SHEET

S1

157-2

TEMPORARY

INLET PROTECTION

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED:

NC MD PRA-BAWA 1B17,C15,E21,H17

REG STATE PROJECT

SHEET

S2