Plans - NP ROCR 15(2).pdf

NP ROCR 15(2)D.C.

PMIS No.: 195422 NPS No.: 821/173688

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Plan And Profile

Erosion & Sediment Control Narrative

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

U.S. DEPARTMENT OF THE INTERIOR

WASHINGTON, DC

N

KEY MAP

WASHINGTON DC AND METROPOLITAN AREA

15 12 6 0 15

SCALE IN MILES

VIRGINIA

SPRINGFIELD

ALEXANDRIA

ANDREWS

AIR FORCE

BASE

BETHESDA

MCLEAN

ARLINGTONFALLS

CHURCH

VIENNA

SILVER

SPRING

HYATTSVILLE

ROCK

CREEK

PARK

FT

MYER

B A

L T

W A S

H

P A

R K

W A

Y

GEORGE

P A

R K

W A

Y

MARYLAND

WASH. DC

W A S

H

D

IS

T R

IC

T O

F C O

LU

M B

IA

A R

LIN

G T O

N C

O

FA

IR

FA

X C

O

M O

N T G

O M

E R Y C

O

P R

IN

C E G

E O

R G E S C

O

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ADT (2023)

ADT (2043)

DHV

%Truck

D

V (MPH)

N/A

N/A

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max)

C/A None

N

PROJECT NP ROCR 15(2)

NATIONAL PARK SERVICE

(STRUCTURE NO. 3450-003P)

JOYCE ROAD BRIDGE AT MILITARY ROAD NW RECONSTRUCTION

NP ROCR 15(2)

PROJECT

abutment in place, new approach slabs, and mill & overlay.

to accommodate the new bridge, rip rap to protect existing over Luzon Branch including modifications to existing walls

This work includes replacement of the Joyce Road Bridge

0.03 Miles

N/A

Know what'sbelow.

before you dig.Call

R

U.S. Department of Transportation

Administration

Federal Highway

SHEET

NO

A01

A04

LANE MILES:

100% PLANS

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

"Standard Specifications for Construction of Roads

BRIDGE INSPECTION REPORT

ROAD: WIDTH

8" - 14"

2.5" - 3.5" 8" - 14"

2.5" - 3.5"

ROAD: WIDTH

22'

22'

ASPHALT CONCRETE

Last date of inspection: 06/17/2021

Structure No. 3450-003P

Joyce Road Bridge

Joyce Road (Existing)

Joyce Road (New)

Project Manager

DAN WESTON

Lead Designer

JACOBS

April, 2024

4%

0.04 Miles

Survey Information SheetA05

D01

Soil Disturbance and Stream Impact Plan

Project No. NP ROCR 15(2)

A02-A03

Missouri Ave

Military Rd

C o n n e c tic u t A v e th

S t

N W

Chase

Chevy Park

Takoma

Spring

Silver

N e w H a m p s h ir e A v e

S o u th D a k o ta A v eW is c o n s in A v e

C o n n e c ti c u t A v e

Chillum

G e o r g ia A v e

O r e g o n

A v e

R o c k

C re e k

O F C

O

LU

M B

IA

D

IS

T R

IC

T

M A R Y

LA

N D

Summaries & Schedules

Bridge PlansR01-R45

Temporary Traffic Control Narrative

Temporary Traffic Control PlanN03-N04

Signing and Pavement Marking PlanP01

S01-S17 Standards and Details

10.50

Scale in Miles

A01

A06 Horizontal Alignment Information

C03-C05

M03 Erosion & Sediment Control Plan

ROCK CREEK PARK

B01

C01-C02

M01-M02

M04

M05 Landscape and Seeding Plan

N01

Temporary Traffic Control Sign Legend & NotesN02

Signature

Date

STATE PROJECT

NUMBER

SHEET

:2

M p r il

D e f a u lt

R O

C R

(2

T T

L .d g n

April 3, 2024

Signature x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

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

EOP

EOG

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

INTERSTATE U.S. STATE

AREA PATTERN

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

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.

DIVERSION CHANNEL

TEST PIT

N

MATERIAL SOURCE

NORTH ARROW

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

P/LP/L

SF

A02

SYMBOLS AND ABBREVIATIONS

Sheet 1 of 2

NP ROCR 15(2)D.C.

ROCK CREEK PARK

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

L

B-1

TP-1

:4

S e p te m b e r

D e f a

R

O C

R

(2

S Y

M .d g n

STATE PROJECT

NUMBER

SHEET

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

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

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

SYMBOLS AND ABBREVIATIONS

Sheet 2 of 2

A03

Filter Bag

Traffic Management Plan

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

UDUD

FB

TMP

:2

M a y

D e f a

R

O C

R

(2

S Y

M .d g n

STATE PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

LOCATION MAP

0.250.1250

Scale in Miles

12+25

End Work

10+55

Begin Work

C re e kR o c k th

S t

N W

C o n n e c tic u t A v e

Military Rd

O r e g v e

Missouri Ave

G e o r g ia A v e

Jo yc e

R oa d

A04

E 1301223.50

N 472182.67

E 1301350.21

N 47229096 sheet M03 and as approved by the CO.

the roadway within the limits of disturbance shown on between the limits of the full road closure and outside

Locate construction staging area along Joyce Road

NOTE:

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS

STATE PROJECT

NUMBER

SHEET

:0

O c to b e r

D e f a

R O

C R

(2

M A

P .d g

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

40'20'0

Scale in Feet

POINT ID

PROJECT CONTROL POINTS:

REBAR & CAP 171.48 1301163.390 472106.425106

REBAR & CAP 177.66 1301231.577 472223.105105

REBAR & CAP 182.84 1301319.203 472292.477104

REBAR & CAP 183.91 1301428.119 472321.219103

NORTHING EASTING ELEVATION REMARKS

PROJECT: ROCR 15 (2)

GEOID: GEOID12B (Conus)

VERTICAL DATUM: NAVD 1988

ZONE: MARYLAND 1900

HORIZONTAL DATUM: NAD 1983 (Conus)

COORDINATE SYSTEM 1983

UNITED STATES - STATE PLANE

PROJECT COORDINATE SYSTEM

PROJECT DATUM:

TBAR

T-105

N

NTS

JO

Y C E R

O A

D

LUZON

BRANCH

Wall

Stone

Cor.

Sign

TBAR

T-106

Az 95.15°

40.39'

Az 81 .04°

34.68

INLET

DROP

Wall

Stone

Cor.

A z

.3

.1

N

NTS

L U

Z O

N B

R A

N C

H

Wall

Stone

Cor.

JO

Y C

E R

O A

D

INLET

DROP

TBAR

T-106

SD

SD

A05

TBAR

T-104

Culvert

N

NTS

JO

YCE

ROAD

A z

1.

1.

To C

P

A z .2

.8

Az 7 5.2

3°112 .65

To C P 1

Wall

Conc.

Pole

Power

NTS

JO

YC

E R O

A D

LUZON

BRANCH

TBAR

T-103

N

Az 92.35°

20.28'

Az 2 55.

23°112 .65 'To C

P 1

A z

.2

.6

NOTE:

clockwise from north.

Azimuth angles are measured

SURVEY INFORMATION SHEET

Relocated overhead power & communications lines

N

JOYCE ROAD

L U

Z O

N B

R A

N C

H

M

ILIT

A R Y R

O A D

TBAR

T-103

TBAR

T-104

TBAR

T-105

SD

SD

TBAR

T-106

SD

SD

Power

SS

Power

WEIGHT

LIMIT

TONS

12'- 6"

12'- 6"

WEIGHT

LIMIT

TONS

WEIGHT

LIMIT

TONS

Az 81 .04°

34.68

Az 95.15°

40.39'

A z

.3

.1

TBAR

T-106

T o C

P

A z

.3

.1

A z

.8

.7

A z .6 2°

1.

To C

P

Az 106.04°

31.61'

T o C

P

STATE PROJECT

NUMBER

SHEET

:4

F e b r u a r y

A

-R

O C

R (2

S

U R

.d

A06

INFORMATION

HORIZONTAL ALIGNMENT

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:3 a r c h

D e f a

R O

C R

(2

H A

I.

d g n

STATE PROJECT

10+55.00 to 10+81.39

TRANSITION SECTION

JOYCE ROAD

Varies Varies

Travel Lane Travel Lane

Limits of Construction

CL

Existing ground

Existing curb and gutter (protect in place)Existing ground

Existing curb and gutter (protect in place)

Asphalt pavement milling, 2 1/2-inch depth and variesProposed profile grade

NOTES:

than 1/4 inch in accordance with Section 502.

slabs and joints. Clean and seal cracks wider check the condition of the existing PCC base

After removing the existing asphalt pavement, 4.

502-1.

CO, according to Section 502. See Detail ET patch deteriorated slabs, where directed by the repair deteriorated PCC pavement joints and

After removing the existing asphalt pavement, 3.

across the bridge.

Provide smooth transition to 4% superelevation

2. Match exisiting cross-slope at both tie-in points.

conditions as approved or directed by the CO.

1. Work limits may be changed to fit field

PROPOSED:EXISTING:

Tack coat

Existing asphalt concrete pavement (2 1/2") concrete pavement (8" - 14")

Existing portland cement

B01

TYPICAL SECTIONS

NO SCALE

roughness, placed in two equal lifts with tack coat between lifts maximum size aggregate, 0.3 to <3 million ESAL, (PG 64-22), Type IV 2 1/2-inch asphalt concrete pavement, gyratory mix, 3/8-inch nominal

11+78.02 to 12+25.00

TRANSITION SECTION

JOYCE ROAD

Varies Varies

Travel Lane Travel Lane

Limits of Construction

CL

Existing ground

Existing curb and gutter (protect in place)Existing ground

Existing curb and gutter (protect in place)

Asphalt pavement milling, 3 1/2-inch depth and varies Proposed profile grade

PROPOSED:EXISTING:

Tack coat

Existing asphalt concrete pavement (3 1/2") concrete pavement (8" - 14")

Existing portland cement roughness, placed in two equal lifts with tack coat between lifts maximum size aggregate, 0.3 to <3 million ESAL, (PG 64-22), Type IV 3 1/2-inch asphalt concrete pavement, gyratory mix, 3/8-inch nominal

Concrete pavement restoration, pavement patch, see notes 3 and 4

Concrete pavement restoration, pavement patch, see notes 3 and 4

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

11'11'

22'

11'11'

22'

:1 p r il

D e f a

B

R O

C R

(2

T Y

P .d g n

STATE PROJECT

TABULATION OF QUANTITIES

C01

Sheet 1 of 2

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:2

O c to b e r

D e f a

C

R O

C R

(2

S O

A Q

.d g n

STATE PROJECT

TABULATION OF QUANTITIES

C02

Sheet 2 of 2

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:0

O c to b e r

D e f a

R O

C R

(2

S O

A Q

.d g n

STATE PROJECT

C03

SUMMARIES & SCHEDULES

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:2

P

J u n e

D e f a

R O

C R

(2

T A

B S

.d g n

STATE PROJECT

C04

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:0

S e p te m b e r

D e f a

R O

C R

(2

T A

B S

.d g n

STATE PROJECT

C05 NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:5

S e p te m b e r

D e f a

R O

C R

(2

T A

B S

.d g n

STATE PROJECT

S D

P

P

NP ROCR 15(2)D.C.

ROCK CREEK PARKROCK CREEK PARKROCK CREEK PARK

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

Bottom of batter

10+55

Begin Work 12+25

End Work

10+55

Begin Work

12+25

End Work

N 472290.96

E 1301350.21

N 472290.96

E 1301350.21N 472182.67

E 1301223.50

E 1301223.50

N 472182.67

10+55.00

Begin mill and overlay

10+81.39

End mill and overlay

10+97.56

Begin bridge

11+56.98

End bridge Proposed profile grade

Existing Ground

11+78.02

Begin mill and overlay

12+25.00

End mill and overlay

Bridge Structure No. 3450-003P

20'10'0

Scale in Feet

10+97.56

10+97.56

11+56.98

11+56.98

D01

PLAN AND PROFILE

JOYCE ROAD 10+55 TO 12+25

Luz on

Bra nch

3. See Temporary Traffic Control Plans for road closures.

2. See Erosion & Sediment Control Plans for stream access locations.

1. See Signing Plan for permanent sign placement.

NOTES:

Approach slab Approach slab

-4%

-4%

-4%

-4%

Existing headwall

Existing stormdrain overhead electric and telephone lines

Approximate location of relocated

11+56.98

End bridge for more details

See Bridge Plans

Riprap class 3

10+97.56

Begin bridge

See Bridge Plans

Joyce Road Bridge

Proposed EOP (typ.)

Existing EOP (typ.)

Centerline

Mill and ove rlay

10+ 55.0

0 to 10+

81.3

Existing Ground

180'

181'

182' 181'

180'

179'

178'

177'

180'

179'

178'

177'

0' 179'

Match Existing

Match Existing

Match Existing

Match Existing

+7.7

+1.456%

.7

' VC100

15.89K =

'221.51SSD =

10+00

RT

10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80

LT

N29° 40'

40" E

N61°29'56"E e = ___

'111.08L =

'57.01T =

'200.00R =

(RT)31°49'16"Δ =

11+20.83PI

.8

.8

.9

T

.6412

7 3/4 "

.7246

8 3/4 "

.7

'-9

Transition Transition

Transition Transition

11+78.02 to 12+25.00

Mill and overlay

STATE PROJECT

NUMBER

SHEET

:4

O c to b e r

D e fa

D R

O C

R (2

P

N P

.d

f) Locate portable toilets on flat surfaces away from drainage and stream paths;

e) Create stabilized staging area;

d) Preserve vegetative buffer at site perimeter;

c) Protect wetlands, stream and undisturbed areas within the site (construction fence, flagging, etc.);

b) Limit disturbance to those areas planned for disturbance;

a) Install temporary diversion berm and bypass pumping;

Phase II: During Joyce Road bridge reconstruction disturbed.

c) Use construction fencing to define the boundaries of the project and limit access to areas of the site that are not to be

b) Establish vehicle tracking control at entrance access of paved Joyce Road;

site(silt fence, inlet protection, etc.);

a) Install perimeter controls as needed on downgradient perimeter and general vicinity of the site of Joyce Road Bridge

Phase I: Pre-construction

Once installed, do not modify the type, size, or location of any control or practice without approval of the CO.

Upon completion of any ground disturbing activity, immediately stabilize the associated disturbed areas.

Employ temporary stabilization practices in incremental stages when necessary as construction proceeds.

and maintained until permanent protection is established.

All erosion and sediment practices are to be installed prior to any major soil disturbance, in their proper sequence, EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE areas outside the limits of work.

Preserve existing vegetation, trees, and shrubs when possible, and as directed by the CO. Do not disturb or clear vegetated

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

Do not washout concrete trucks onsite.

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

placement.

washed away by high water or runoff. Stabilize excess borrow material removed from the construction site at the site of

Do not place excavated soil material adjacent to creeks, streams, or bodies of water in a manner that will cause it to be

No construction access will be permitted through a wetland or a waterway unless specifically shown on these plans.

erosion and sediment control devices in accordance with state and county requirements; as well as, Subsection 107.10.

Construction of Roads and Bridges on Federal Highway Projects (FP-14) and the Special Contract Requirements. Install all of rivers, creeks, and streams. Soil erosion control measures are also defined/outlined in the Standard Specifications for

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

The Erosion and Sediment Control Narrative is intended to act as a guideline for preventing erosion and controlling sediment.

40 CFR 112. Report spills large enough to discharge surface waters to the National Response Center at 1-800-424-8802.

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) Plan following the requirements under

GENERAL NOTES AND GUIDELINES

A copy of Soil Map is included in the Stormwater Management Report.

fill 442 cuyd. The receiving water is Luzon Branch which is a tributary to Rock Creek.

The total area of soil disturbance for the project is approximately 4,050 sqft, volume of excavation 575 cuyd and volume of minor grading around new abutments to establish positive drainage.

Soil disturbing activities include: Clearing, excavation and roadway removal for new bridge abutments and approach slabs, and

SOILS

construction is planned under a full roadway closure with minimum days of roadway down-time.

and retaining walls are to remain and be protected in place. Mill and Overlay of approach roadway is also proposed. Bridge

The proposed Joyce Road bridge abutments will be designed to be placed behind the existing abutments. Existing bridge abutments elements, cracking of asphalt pavement surface, and failed joints. Joyce Road Bridge currently has a weight limit of 15 tons.

Branch located in northwest Washington, DC. The existing bridge is in poor condition due to deterioration of the superstructure

This project consists of replacing the single-span concrete tee beam of Joyce Road Bridge (Structure No. 3450-003P) over Luzon

PROJECT DESCRIPTION

approval from the CO.

and all upslope areas are stabilized and vegetation is established, remove all perimeter controls after obtaining

Once finished grading is achieved and all construction operations in each work area have been completed inlet protection, and tree protection at the locations specified in the plans or as directed by the CO.

Prior to any clearing, grubbing, and excavation, install perimeter controls, temporary

d) Remove all other perimeter controls when directed by the CO.

c) Remove silt fence only after all upslope areas are stabilized and vegetation is well established;

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

a) Apply permanent turf establishment to any remaining disturbed areas;

construction, do the following as directed by the CO:

Phase III: Post-construction of Joyce Road bridge after completion of Joyce Road bridge

CONTROL NARRATIVE

EROSION AND SEDIMENT

Sheet 1 of 2

M01 NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:5

M a y

D e f a

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STATE PROJECT

VEGETATIVE STABILIZATION

Item Rate (pounds per acre)

700Fertilizer (10-20-20)

Agricultural Limestone (85 percent CaCO )

Name of Seed

Total =

In accordance with Subsection 625.07 apply seed at the following rates for each season as stated below:

Catalina Perennial Ryegrass

Impact Kentucky Bluegrass

Chewing Fescue

Redcoat Tall Fescue

Barlexas Tall Fescue

February 15 to November 15

Rates (pounds per acre)

Seeding Seasons and

Total =

Catalina Perennial Ryegrass

Impact Kentucky Bluegrass

Chewing Fescue

Redcoat Tall Fescue

Barlexas Tall Fescue

November 16 to February 14

250.0

25.0

25.0

62.5

62.5

75.0

30.0

30.0

75.0

75.0

90.0

Mulch Rate (pounds per acre)

In accordance with Subsection 625.08 apply mulch at the following rates:

Straw

Fiber Mulch

5000 (1 to 2 inch mat)

5000 (1 to 2 inch mat)

In accordance with Subsection 625.06, apply limestone and fertilizer at the following rates:

prepared according to Section 625.

There will be 0.07 acres in need of stabilization as a result of this project. Areas of turf establishment will be that has been tracked offsite onto the roadway for proper disposal.

integrity. Wash, replace, or add stone whenever the exit fails to perform effectively. Immediately brush or sweep up soil

Stabilized construction exits- Inspect stabilized construction exits every seven days. Check for mud/sediment buildup and pad clogged inlet protections or replace clogged or damaged inlet protections as necessary.

Inlet protection - Inspect to ensure that inlet protections remain firmly in place and are not damaged or clogged. Clean

Immediatly cease pumping and replace damaged filter bags, or bags that have reached their rated capacity.

Filter bags - Check filter bags daily during dewatering operations for punctures, tears, or other damage, and for capacity.

following a rain event. Repair and replace any damaged measures by the end of the day.

Inspect and maintain erosion control facilities daily during construction activities and immediately 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

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

repair or replace as necessary. Remove sediment from behind the silt fence when it becomes 0.5 feet deep at the fence.

Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric becomes damaged, daily during wet weather. Repair or replace any damaged measures by the end of the day.

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of 0.25 inches or more, and

MAINTENANCE AND INSPECTION PROCEDURES

CONTROL NARRATIVE

EROSION AND SEDIMENT

Sheet 2 of 2

M02 NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:4

J u n e

D e f a

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E S

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(U .S .A

N P S

O W

N E

R

S S

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

10+55

Begin Work

12+25

End Work

N 472290.96

E 1301350.21

N 472182.67

E 1301223.50

30'15'0

Scale in Feet

See Detail ET157-2

Inlet protection Type E

Construction Limits

Limits of Disturbance

See Detail E157-02

Install silt fence (typ.)

M03

CONTROL PLAN

EROSION & SEDIMENT

construction entrance, diversion berm and bypass pumping.

6. See Standards and Details for details regarding the silt fence, inlet protection, filter bag, equipment.

grubbing and temporary stabilization may occur for construction access, lay down and

5. Limits of disturbance define additional areas within the projects limits where clearing, conditions. Do not excavate outside the limits of construction without approval of the CO.

4. Construction limits define limits of excavation and grading for temporary and permanent diversion berm.

3. When work requiring stream diversion is complete, remove all materials used to construct

2. See Bridge Plans for proposed bridge construction and details of riprap.

1. See Construction Plans for proposed roadway construction work.

NOTES:

Ordinary high water

Ordinary high water

Place riprap, Method A, Class 3

Bypass pumping discharge

Potential location for bypass pumping

See Detail E157-09 in channel and bypass pumping

Install temporary diversion berm

Limits of disturbance

Construction limits

Luz on

Bra nch

Luzo n Br anch

See Detail E157-01

Construct temporary stabilized construction exit

See Detail E157-10

Place filter bag(s)

See Detail E157-09 in channel and bypass pumping

Install temporary diversion berm perimeter controls as required or directed by the CO.

10. Locate stockpile areas within limits of disturbance or on Joyce Road and provide accessibility.

9. The temporary stabilized construction exit also serves as the entrance due to limited site

Temporary fence is considered tree protection.

according to Subsection 619.06. Maintain temporary fence for length of construction.

8. Furnish temporary fence according to Subsection 619.02. Install temporary fence directed by the CO.

partially remove the diversion berm in the event of a significant weather event as a storm event in the forecast. Remove all equipment from the channel and completely or

7. Do not install the diversion berm and bypass pumping when there is a high probability of disturbance (does not include stream)

Place temporary fence along limits of

FB

LOD

L O

D

LOD

LOD

LO

D

L O

D

LO

D

LOD

LOD

LOD

L O

D

L O

D

LODLODLOD

LO

D

LODLOD

LOD

L O

D

STATE PROJECT

NUMBER

SHEET

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U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

STATE PROJECT

NUMBER

SHEET

S S

10+55

Begin Work

12+25

End Work

N 472290.96

E 1301350.21

N 472182.67

E 1301223.50

30'15'0

Scale in Feet

Construction Limits

IMPACT PLAN

SOIL DISTURBANCE & STREAM

3. See Bridge Plans for proposed bridge construction and details of riprap.

2. See Construction Plans for proposed roadway construction work.

1. See Erosion and Sediment Control Plans for proposed sediment control measures.

NOTES:

Ordinary high water

Ordinary high water

Construction limits

LEGEND

Temporary Stream Impacts:

Permanent Stream Impacts:

Square Feet

Luz on

Bra nch

Luzo n Br anch

M04

Linear Feet

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U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

20'10'0

Scale in Feet

7. Plant trees according to Detail E626-01.

Cornus mas can be substituted for cercis canadensis.

6. Adjust the number of planting species based on species availability and as directed by the CO.

5. Exact tree and shrub planting locations will be determined by the CO.

4. Apply turf establishment in disturbed areas within the limits of disturbance according to Section 625.

3. See Bridge Plans for proposed bridge construction and details of riprap.

2. See Construction Plans for proposed roadway construction work.

1. See Erosion and Sediment Control Plans for proposed sediment control measures.

NOTES:

Luz on

Bra nch

L u z o n B ra n c h

M05

Tree

Establishment

Turf

LEGEND:

Limits of Disturbance

Ordinary high water

LANDSCAPE AND SEEDING PLAN

LOD

L O

D

LOD

LOD

LO

D

L O

D

LO

D

LOD

LOD

LOD

L O

D

L O

D

LOD

LODLOD

LO

D

LOD

LOD

LOD

L O

D

STATE PROJECT

NUMBER

SHEET

:3

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N01

NARRATIVE

TEMPORARY TRAFFIC CONTROL

TRAFFIC MANAGEMENT PLAN (TMP) NOTES:

TMP TEAM - ROLES & RESPONSIBILITIES

6 months.

The overall duration of the road closure and detour for construction is expected to be

EXPECTED CONSTRUCTION SCHEDULE

Military Road NW.

Joyce Road NW and Missouri Ave NW, 30 mph on 16th Street NW, and 35 mph on traffic around the closure. Existing speed limits on the detour route are 25 mph on access road. A signed detour route will be established to route vehicular and bicyclist south of the bridge, and the intersection north of the bridge with the golf course

Joyce Road will be closed between its intersection with Missouri Avenue NW to the planned under a full roadway closure with minimum days of roadway down-time.

Joyce Road Bridge currently has a weight limit of 15 tons. Bridge construction is superstructure elements, cracking of asphalt pavement surface, and failed joints.

Washington, DC. The existing bridge is in poor condition due to deterioration of the

Bridge (Structure No. 3450-003P) over Luzon Branch located in northwest

This project consists of replacing the single-span concrete tee beam of Joyce Road

PROJECT DESCRIPTION

PCMS to southbound 16th Street NW for the duration of the closure.

installed in the same location for the duration of the closure. Relocate the southbound

PCMS's to read "JOYCE RD CLOSED - FOLLOW DETOUR". Keep the northbound PCMS

"JOYCE RD CLOSED - BEGIN xx/xx/xx". Once the road is closed, reprogram the

Road no less than three weeks prior construction beginning. Program PCMS's to read

Locate one Portable Changeable Message Sign (PCMS) in each direction of Joyce traffic control plan no less than 45 days prior to the road closure.

Regional Office of Communications and DDOT in writing of the planned work and

Notify Rock Creek Golf Course, NPS Rock Creek Park, NPS National Capital

STAKEHOLDER OUTREACH

Additional monitoring may be required at the direction of the CO.

Beach Drive NW and Joyce Road NW3.

16th Street NW and Missouri Avenue NW2.

16th Street NW and Joyce Road NW1.

include the following intersections:

observations will be used to reevaluate and alter the detour route. Monitoring should frequency of legitimate complaints. If deemed necessary by the CO, these traffic. Monitoring may include recording/logging of queue lengths, delays, and

Monitor traffic on detour route as directed by the CO to ensure no adverse effects to

MONITORING/IMPLEMENTATION

by EFL/NPS. Night time work is not permitted on the project.

Day time work hours are between 7:00AM - 7:00PM Monday to Friday or as approved

N03 - N04 will be provided to avoid the roadway closure.

access road for the duration of the contract. A traffic diversion as displayed on Sheets south of the bridge, and the intersection north of the bridge with the golf course

Joyce Road will be closed between its intersection with Missouri Avenue NW to the

WORK ZONE IMPACTS ASSESSMENT

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

:1

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SIGN LEGEND & NOTES

TEMPORARY TRAFFIC CONTROL

N02

R11-2

M4-10R

M4-9L

JOYCE RD.

W16-8P

SIGN LOCATION NUMBERS:

JOYCE RD.

W20-3

W16-8P

ROAD

CLOSED

M4-8A

W20-2

W20-2

JOYCE RD.

W16-8P modified

M4-9

M4-9R

JOYCE RD.

W16-8P modified

M4-9R

JOYCE RD.

W16-8P

M4-9L

JOYCE RD.

W16-8P

M4-8A

ROAD

CLOSED

R11-2 modified

M4-9c

W16-8P

C

M4-9cR

M4-8A

D

USE MORROW DRIVE

AHEAD

ROAD

CLOSED

Mounted on Type 3 Barricade

M4-10L

JOYCE RD.

W16-8P

GOLF COURSE ONLY

ROAD CLOSED

500 FEET AHEAD

modified

R11-3A

Mounted on Type 3 Barricade

M4-10L

A

MAINTENANCE OF TRAFFIC NOTES:

and/or the deflection zone of physical barriers.

Do not store equipment and/or materials within the established clear zone of roadways, 19.

Install temporary signs on wood posts in accordance with Details E635-01 and ET 635-14.18.

and stable and firmly installed.

Place temporary signs in appropriate places that are adequate for existing street conditions, 17.

signs are not permitted.

black/orange high-performance wide-angle retro-reflective aluminum sheeting. Roll-up/cloth

Use advance warning signs as noted on the plans. Advance warning signs will be 16.

will not be used on messaging signs.

signs will be accompanied by message signs that indicate detour street name. Abbreviations signage as noted on the plans will be installed to give the public guidance. Detour direction

Use Type 3 barricades for the roadway closure. Adequate roadway closure and detour 15.

foot pole with 6 inch series �"C"� letters.

Use 24-inch diameter �STOP/SLOW� paddles for flagging operations that are mounted on a 6-14.

communications.

flagging. Flaggers will be equipped with hand signaling devices and electronic devices for the CO. All flaggers will be certified and have their certification card in their possession when

Provide flagging operations for short term durations deemed necessary or as instructed by 13.

working in the field.

Wear safety vests, hard hats, and other required personal protection equipment when 12.

control. Acceptable certifying organizations are ATSSA, MDSHA, VDOT, or equivalent.

and provide evidence that they have successfully completed training in temporary traffic

Submit the name of the representative responsible for implementing the traffic control plan 11.

markings of compliance on the standards.

Ensure all traffic control devices comply with NCHRP 350 Crash Testing Standards and have 10.

traffic control devices reflectorized during nighttime hours.

requirements cited in the MUTCD for placement, flashing sequence and intensity. Make all each Type 3 barricade at locations shown on plans. Ensure warning lights meet the

Ensure work site is made safe for traffic during nighttime hours. Install a warning light on 9.

and/or suspension of work.

Failure to use approved devices which are required or requested by CO will result in fines 8.

Keep copies of TCP and permits on site and available for inspector's review at all times.7.

- Joyce Road SB before Golf Course access road “Joyce Rd”

- 16th Street SB before Joyce Rd: “Beach Drive”, “Picnic Areas”, “Joyce Road”

- 16th Street NB before Rittenhouse St: “Joyce Road”

- Military Road EB before ramp to Joyce Rd: “Golf Course” misinformation to drivers and pedestrians. These signs include, but are not limited to:

Securely cover all regulatory signs that conflict with temporary traffic control signs to avoid 6.

the same general location to maintain continuity of traffic flow and to minimize congestion.

Coordinate maintenance of traffic with other contractors and utility companies working in 5.

Provide 72 hours advance notice to CO and DDOT when making a change to the detour.4.

Install Portable Changeable Message Signs (PCMS) as specified in the TMP.3.

Remove or cover all traffic control devices from public space when not in use.2.

Notify fire and/or police departments of approved road closures.1.

SEQUENCE OF CONSTRUCTION NOTES:

the work zone.

Use flaggers for short duration flagging as needed to allow construction vehicles access to 5.

Avenue NW, and the intersection with the Golf Course access road.

Install traffic control devices to close Joyce Road between its intersection with Missouri 4.

Remove or relocate existing signs that may conflict with traffic control devices.3.

detour.

Following three week PCMS advance notice, install temporary traffic control signs for 2.

Install advance notice PCMS's.1.

Mounted on Type 3 Barricade modified R11-3A modified M4-9R

B modified M4-9c

W16-8P

USE MORROW DRIVE

JOYCE ROAD

ACCESS ONLY

GOLF COURSE

JOYCE RD.

W16-8P

NP ROCR 15(2)D.C.

U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

DETOUR

AHEAD

DETOUR

END

DETOUR

DETOUR

AHEAD

DETOUR

DETOUR

DETOUR

END

DETOUR

END

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

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U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

(U.S.A.)

NPS

U.S. RESERVATION 339

ROCK CREEK PARK

U.S. RESERVATION 339

ROCK CREEK PARK

10+55

Begin Work

N 472182.67

12+25

End Work

N 472290.96

E 1301223.50

E 1301350.21

Northbound detour direction of travel

Southbound detour direction of travel

Temporary sign structure

250'1250

Scale in Feet

Type 3 Barricade

PLAN

TEMPORARY TRAFFIC CONTROL

N03

VEHICLE DETOUR

modified

M4-9

JOYCE RD.

W16-8P

M4-9R

JOYCE RD.

W16-8P

M4-8A

W20-2

JOYCE RD.

W16-8P modified

R11-3A

JOYCE ROAD

ACCESS ONLY

GOLF COURSE

modified

M4-9

JOYCE RD.

W16-8P

GOLF COURSE ONLY

ROAD CLOSED

500 FEET AHEAD

modified

R11-3A

Mounted on Type 3 Barricade

M4-10L

ROAD

CLOSED

R11-2

M4-10L

Mounted on Type 3 Barricade

R11-2

M4-10R

ROAD

CLOSED

Mounted on Type 3 Barricade modified

M4-9R

JOYCE RD.

W16-8P

M4-9L

JOYCE RD.

W16-8P modified

M4-9R

JOYCE RD.

W16-8P

M4-8A

JOYCE RD.

W20-3

W16-8P

AHEAD

ROAD

CLOSED

W20-2

M4-9L

JOYCE RD.

W16-8P

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

DETOUR

DETOUR

END

DETOUR

DETOUR

AHEAD

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

DETOUR

END

DETOUR

DETOUR

AHEAD

DETOUR

' Mi n.

M in

0' M in

M in

STATE PROJECT

NUMBER

SHEET

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U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

(U.S.A.)

NPS

U.S. RESERVATION 339

ROCK CREEK PARK

U.S. RESERVATION 339

ROCK CREEK PARK

10+55

Begin Work

N 472182.67

12+25

End Work

N 472290.96

E 1301223.50

E 1301350.21

Southbound detour direction of travel*

Temporary sign structure

400'200'0

Scale in Feet shown on Sheet N03 temporary traffic control signage

* Northbound cyclists will follow

PLAN

TEMPORARY TRAFFIC CONTROL

N04

BICYCLE DETOUR

M4-8A

M4-9cR modified

M4-9c

W16-8P

USE MORROW DRIVE

modified

M4-9c

W16-8P

USE MORROW DRIVE

© 2023 Microsoft Corporation © 2023 Maxar ©CNES (2023) Distribution Airbus DS © 2023 TomTom

D

A

C

B

END

DETOUR

STATE PROJECT

NUMBER

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U.S. DEPARTMENT OF TRANSPORTATION

NO. DATE BY REVISIONS

STATE PROJECT

NUMBER

SHEET

S D

S D

S S

Bottom of batter

20'10'0

Scale in Feet

11'-3"

Remove

Sta 11+46

W12-2 Sign

Remove and Replace

Sta 11+88

Sta 12+25

Tie into existing

4" solid double yellow centerline

End striping

Sta 10+55

Tie into existing

4" solid double yellow centerline

Begin striping

MARKING PLAN

SIGNING AND PAVEMENT

P01

Remove

Sta 11+46

WEIGHT

LIMIT

TONS

WEIGHT

LIMIT

TONS

.6412

7 3/4 "

.7246

8 3/4 "

.7

'-9

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CNN CNN DKN No scale 1 OF 45

GENERAL NOTES AND INDEX

R01

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GENERAL NOTES:

AASHTO LRFD Bridge Design Specifications, 8th Edition, 2017.

SPECIFICATIONS:

Design:

Field verify all dimensions.

Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges on

Construction:

Future wearing surface: 30 psf

Railing weight: 240 plf

Concrete: 150 pcf

DESIGN LOADS

Dead Load:

HL-93. Maximum Dynamic Load Allowance, IM=33%

Live Loads:

roughened finish.

-inch, transverse 4

Rake top surface of each beam with an amplitude of

- inch unless otherwise noted.4

Chamfer exposed edges of all concrete

BI-48 with f'c = 8,500 psi at release and f'c = 10,000 psi at 28 days.

Furnish Class P(Prestressed) concrete for spread box beam type AASHTO days.

Furnish Class A(AE) concrete for substructure with f'c = 4500 psi at 28 days.

diaphragms, approach slab, and sleeper slab with f'c = 5000 psi at 28

Furnish Class D(AE) concrete for deck, sidewalks, bridge railing, end

MATERIALS:

Concrete:

substructure bridge elements conforming to ASTM A775.

Furnish epoxy coated reinforcing steel for all superstructure and

Provide 2-inch cover for reinforcing steel unless otherwise noted.

Furnish reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.

Reinforcing Steel:

total 43,950 lbs, at which load f'si = 0.75 f'u = 202,500 psi.

conforming to AASHTO M 203, Grade 270. Pre-tension each strand to a

Furnish 0.6-inch diameter, seven wire, low-relaxation, prestressing strand

Prestressing Steel:

follow AASHTO LRFD Design, Method A.

AASHTO LRFD Construction Specifications, and 60 durometer hardness, Furnish bearing pads conforming to the requirements of Section 18.2 of

Bearings:

INDEX OF BRIDGE PLAN SHEETS

SHEET NO. SHEET TITLE

Boring Logs - 3

Boring Logs - 2

Boring Logs - 1

Reinforcing Steel Bar List - 6

Reinforcing Steel Bar List - 5

Reinforcing Steel Bar List - 4

Reinforcing Steel Bar List - 3

Reinforcing Steel Bar List - 2

Reinforcing Steel Bar List - 1

Drainage and Waterproofing Details

Approach Slab Details - 2

Approach Slab Details - 1

Approach Slab Plan - 2

Approach Slab Plan - 1

Bridge Railing Details

Sidewalk Details

Diaphragm Details - 2

Diaphragm Details - 1

Abutment 2 End Diaphragm

Abutment 1 End Diaphragm

Miscellaneous Details - 2

Miscellaneous Details - 1

Beam Details - 2

Beam Details - 1

Framing Plan

Typical Section and Elevations

Deck Plan - 2

Deck Plan - 1

Abutment 2 Reinforcement

Abutment 2 Layout

Abutment 1 Reinforcement

Abutment 1 Layout

Micropile Details

Micropile Layout

Existing NW Retaining Wall Details

Existing NE Retaining Wall Details

Existing SE Retaining Wall Details

Existing SW Retaining Wall Details

Existing Abutment 2 Details

Existing Abutment 1 Details

Riprap Layout

Foundation Layout

Plan and Elevation

Site Plan

General Notes and Index

Furnish micropiles according to Section 567.

Micropiles:

BRP NO.DATE

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

195422

CNN CNN DKN 1" = 20'-0" 2 OF 45

SITE PLAN

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Bridge length: 56'-0"

L u z o n B ra n c h

El. 180.83

Sta. 11+56.98 El. 176.96

Sta. 10+97.56

10+

10+

10+

10+

10+

11+00 11+20 11+40 11+60

11+80 12+00

12+10

Remove existing superstructure

Geotextile filter, Class 1, Type A

Placed riprap, Method A, Class 3

NW retaining wall

Remove portion of existing

NE retaining wall

Remove portion of existingSE retaining wall

Remove portion of existing

SW retaining wall

Remove portion of existing

CLEnd Bridge @ Rdwy.

CLBegin Bridge @ Rdwy.

RoadwayCL

CL Structure over Joyce Road

Existing Military Road NW

Abutment 2 seat

Remove top portion of existing

Abutment 1 seat

Remove top portion of existing

180'

0'

165'

175'

180'

185'

195'

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

195422

DATUM 150.00 DATUM 150.00

CNN CNN DKN 1" = 20'-0" 3 OF 45

PLAN AND ELEVATION

R03

11+00

10+

10+

11+20 11+40 11+60

11+80

12+00

PC Sta. 10+63.82

PT Sta. 11+74.90

29'56"E oN61 0'4

0"E o

29N

Storm drain

L u z o n B ra n c h

Joyce Road superstructure

Remove existing

Curve Data:

= 111.08'

= 109.65'

= 57.01'

= 200.00'

= 31 49'16" (rt)

L

C

T

R

∆ o

Begin bridge

Elev. 176.96 Sta. 10+97.56

Elev. 180.83 Sta. 11+56.98

End bridge drain Storm road Existing grade

Profile

Begin bridge

Elev. 176.96 Sta. 10+97.56

End bridge

Elev. 180.83 Sta. 11+56.98 micro piles (typ.)

Abutment cap on

Min. pile tip

Elev. = 144.00

Min. pile tip

Elev. = 135.00

PLAN

ELEVATION

Parkway Bridge Railing George Washington Memorial beam Spread box

(to remain) Existing abutment 1

(to remain) Existing abutment 2

Abutment 1

Abutment 2

7.75%

B .V

.C

S ta

.7

E le v .8

P .I .V

.C

S ta

.7

E le v .7

E .V

.C

S ta

.7

E le v .4

1.45%

Class 3 Placed Riprap, Method A, 50-yr

WSEL = 171.8

100-yr

WSEL = 172.7

* Radial

:5

O c to b e r

D e fa

-R

O C

R

(2

B

R P

.d g n

PROFILE GRADE(Typ.)

57°05'19.40"

N47°48'39"E brg. Abut. 1CL

RoadwayCL

CL Structure

CL brg. Abut. 2

CL

@ Roadway Approximate existing ground

CL

sleeper slab (Typ.)

Approach slab and

CL

Abutment 1 - Fixed Abutment 2 - Expansion

HYDRAULIC DATA

Event

Storm

(cfs)

Flow

(ft.)

WSEL

(ft.)

Freeboard

Q2 166 168.6 6.6

Q10 468 170.1 5.1

Q25 731 171.0 4.2

Q50 996 171.8 3.4

Q100 1330 172.7 2.5

2'-7"(±) to 3'-2"(±) Beam seat clearance varies

2'-7"(±) to 3'-4"(±) Beam seat clearance varies

190'

180'

170'

170'

0'

185'

(Typ.) (See Sheet D01) Proposed Contours

Bridge

Proposed brg. to brg. along Structure

56'-0" Span along Roadway

59'-5½"

CNN CNN DKN As Noted 4 OF 45

FOUNDATION LAYOUT

R04

:0

O c to b e r

D e f a

-R

O C

R (2

B

R P

.d g n

ELEVATION

Scale: 1" = 10'-0"

PLAN

groundline

Existing

Elev. 163.00

Abut. 2 existing footing

Bridge length: 56'-0"

L u z o n B ra n c h

57°15'19.43"

67°30'47.81"

112°29'12.19"

118°24'45.44"

119°02'42.38"

118°54'43.69"

61°43'13.24"

89°16'57.30"

144°06'08.22"

126°36'54.48"

133°34'02.90"

2'-7"

90°34'09.50"

135°51'47.59"

StructureCL10+

11+00 11+20

11+40

11+60

11+80

N47°48'39"E

Abut. 1

Existing

Abut. 2

Existing retaining wall

Existing SE retaining wall

Existing SW retaining wall

Existing NW retaining wall

Existing NE

Micropile (Typ.)

Elev. 163.00

Abut. 1 existing footing

Elev. 177.50

Abut. 2

Elev. 173.86

Abut. 1

(Typ.)

Max. excavation slope

Scale: 1/16" = 1'-0"

1.5

Sta. 10+99.04

BearingCL RoadwayCL

CL

Sta. 11+55.22

Bearing

57°15'19.43"

0'

175'

170'

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

195422

H E

L E

C

T E

L E

2' -6

2' -6 " "2

'-7

"8

'-1

2' -6

2' -6

"2

'-1

"4

'-7

"2

'-8

"8

'-2

"8

'-2

"8

'-4

"8

5'-4

"2

4'-11

"4

'-8

5'-6"

"8 74'-5

1'-6"

"8

10'-7

H E

L E

C

T E

L E

CNN CNN DKN As Noted 5 OF 45

RIPRAP LAYOUT

R05

:1

O c to b e r

D e f a

-R

O C

R (2

B

R P

.d g n

PLAN VIEW

Sta. 10+99.04

Bridge length: 56'-0"

L u z o n B ra n c h

OL = 27.88'

Sta. 10+91.34

OL = 18.45'

Sta. 10+91.19

OL = 27.07'

Sta. 11+05.69

OR = 13.76'

Sta. 11+28.34

OR = 12.80'

Sta. 11+29.91

OR = 21.05'

Sta. 11+36.09

OR = 27.27'

Sta. 11+25.50

Placed Riprap, Method A, Class 3 abutment

Front face existing

Class 1, Type A

Geotextile filter footing on top of existing

Granular backfill, No. 57

SECTION VIEW

Method A, Class 3

Placed Riprap, Scale: 1/8" = 1'-0"

Scale: 1/4" = 1'-0"

Notes:

1. Excavate in 5 foot increments for placement of riprap.

Abutment 1

Front face existing

CL Brg. @ Rdwy.CL

Bearing Abutment 1CL grade

Existing

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

195422

BR-01

GR20BH

BH

'-3

'-0

'-0

1' -9

16'-4" (±

'3 .7

117°22'21.4"

90°0'0"

'0

90°0'0"

90°0'0"

Varies 6'-0"

3'-0"

CNN CNN DKN/WLD As Noted 6 OF 45

EXISTING ABUTMENT 1 DETAILS

R06

:0

O c to b e r

D e f a

-R

O C

R (2

B

R P

.d g n

Exisintg constr. jt. El. 174.00

Removal limit El. 172.80

Elevation

EXISTING ABUTMENT 1 REMOVAL DETAILS

Section

#4CE02, #4CE03, #4CE04

El. 173.36

See Detail A

#4CE04 #4CE03 #4CE02

Elevation Section

Plan

EXISTING ABUTMENT 1 CONCRETE COPING DETAILS

#4CE01

Chamfer

1" x1" on this sheet

See Embedment Detail

DETAIL A

deformed bar

#4 Epoxy-coated adhesive grout or epoxy with with non-shrink and anchor rebar or retaining wall existing abutment

Drill hole into

EMBEDMENT DETAIL

structure

Remove existing

Not to Scale

Scale: 1" = 1'-0"

#4CE02

#4CE03

#4CE04

face

Existing front face

Existing rear

Scale: 3/16" = 1'-0"

Scale: 3/16" = 1'-0"

Notes:

6.

5.

4.

3.

2.

1.

See "DRAINAGE AND WATERPROOFING DETAILS" sheet for additional information.

to AASHTO M 235.

that will be in contact with new concrete. Furnish epoxy resin adhesive conforming

Apply a bonding coat of an epoxy resin adhesive to the surfaces of the existing concrete following the manufacturer's recommendations.

Use a non-shrink grout or epoxy adhesive to anchor new rebar in existing concrete according to Subsection 552.19.

Thoroughly clean concrete surfaces that will be in contact with new concrete

Drill holes to appropriate depth according to manufacturer's recommendations.

Saw cut existing abutment to remove concrete and rebar to indicated elevations.

Rear face

Front face wall retaining

Existing SE

SUMMARY OF QUANTITIES

Item Unit Quantity

Concrete CUYD 6

Reinf. Steel LBS 487

* Existing Abutment & Retaining Walls

(See note 6)

8" underdrain with end caps

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

Existing Abutment 1 & Souteast Retaining Wall Coping Details

V a r ie s

37'-9 7/8" (±) (Front face)

38'-6" (±) (Rear face)

#4CE01

38 Spa. @ 12" max ty p c lr

(typ.)

2" clr.

ty p c lr

" (±)8

37'-9

38'-6" (±)

1'-8" (±) ty p c

8" (±)

#4CE01 (alternate direction)

38 Spa. @ 12" max m in

2" m in e m b e d m e n t drilled hole

5/8" Ø min.

2'-0" (±)

1'-6" (±)

CNN CNN DKN/WLD As Noted 7 OF 45

EXISTING ABUTMENT 2 DETAILS

R07

:5

O c to b e r

D e f a

-R

O C

R (2

B

R P

.d g n

Removal limit El. 176.43

Elevation

EXISTING ABUTMENT 2 REMOVAL DETAILS

Section

#4CE07

El. 177.00

See Detail B

#4CE07

Elevation Section

Plan

EXISTING ABUTMENT 2 CONCRETE COPING DETAILS

#4CE07

#4CE07

#4CE07

#4CE05

Chamfer

1" x1"

DETAILS" sheet.

on "EXISTING ABUTMENT 1

See "EMBEDMENT DETAIL"

DETAIL B

structure

Remove existing

Face

Existing Front face rear

Existing

Notes:

2.

1.

See "DRAINAGE AND WATERPROOFING DETAILS" sheet for additional information.

See "EXISTING ABUTMENT 1 DETAILS" for "EMBEDMENT DETAIL" and additional notes.

Scale: 3/16" = 1'-0"

Scale: 3/16" = 1'-0"

Scale: 1" = 1'-0"

(See note 2)

8" underdrain with end caps

Front face wall retaining

Existing NEwall retaining

Existing NW

#4CE06

#4CE06 (Typ.)

#4CE05 (Typ.)

NP ROCR 15(2)

STATE PROJECT

ROCK CREEK PARK

NO.

NPS

NO.

PMIS

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JOYCE ROAD BRIDGE

NO. DATE BY REVISIONS NO. DATE BY REVISIONS DESIGNED BY DRAWN BY CHECKED BY SCALE BRIDGE PLAN SHEETPROJECT TEAM LEADER

Christopher Naab, PE NOVEMBER 2023 1331

D.C.

173688 821/

195422

Existing Abutment 2, Northwest, & Northeast Retaining Wall Removal Details

Existing Abutment 2, Northwest, & Northeast Retaining Wall Coping Details

Existing Abutment 2, Northwest, & Northeast Retaining Wall Coping Details r

43'-1

#4CE05 or #4CE06

43 Spa. @ 12" max ty p c lr

(typ.)

2" clr.

ty p c

43'-1

2'-5" (±) ty p c lr

#4CE05 or #4CE06 (alternate direction)

43 Spa. @ 12" max m in

2"

2'-3" (±)

2'-3" (±)

(min.)

9" clr.

(min.)

9" clr.

CNN CNN DKN/WLD As Noted 8 OF 45

EXISTING SW RETAINING

R08

:5

O c to b e r

D e f a

-R

O C

R (2

B

R P

.d g n

WALL DETAILS

limits

Removal wall area existing retaining

Removal of portion of

Plan wall retaining existing

Front face

Elevation

Removal limit

El. 173.50

Removal limit

El. 169.28 abutment retaining wall &

Front face existing

Removal limit

El. 179.35

Removal limit

El. 173.50

Removal limit

El. 169.28

B

B

Section face batter

1/2":1' rear face front

Vertical rear face

Vertical stone

EXISTING SOUTHWEST RETAINING WALL REMOVAL DETAILS

EXISTING TOP OF

RETAINING WALL DETAIL

6 spa. @

#4CE09

#4CE11

#4CE09

(Typ.)

#4CE08

#4CE12

12" max

4 spa. @

El. 174.00

El. 169.78

#4CE13

#4CE15

#4CE11

#4CE10

#4CE13

El. 174.00 batter existing

Match face

Rear

#4CE10

El. 169.78

#4CE11

Front face

#4CE08

#4CE09

EXISTING SOUTHWEST RETAINING WALL

Plan

Elevation

A

A

ABUTMENT SECTION @

Beam

Deck

Sidewalk concrete curb

Bridge railing

End diaphragm

Abutment cap

(Typ.)

joint filler expansion rubber sponge

1" preformed

(Typ.)

elastomeric joint sealant expansion joint filler with 1"

Seal edges of preformed sponge retaining wall

Existing SW

CONCRETE COPING DETAILS

SW RETAINING WALL

Scale: 3/16" = 1'-0"

Scale: 1/2" = 1'-0"

Scale: 3/16" = 1'-0"

Scale: 3/8" = 1'-0" batter existing

Match

Front face

Rear face

El. 169.78

#4CE11

#4CE10

#4CE15

#4CE16

#4CE17

El. 179.39

El. 179.39

SECTION B-B

Scale: 3/16" = 1'-0"

SECTION A-A

Scale: 3/16" =…