Plans - NP ROCR 910(1) .pdf

PDF 32 MB Posted Apr 16, 2025

Attached to: Rock Creek Park Federal contract opportunity
Solicitation number: 693C73-25-R-000051
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Apr 17, 2025

This file contains detailed engineering plans for the Edgewater Stable Access Bridge Replacement project in Rock Creek Park, Washington, D.C. The project, designated as NP ROCR 910(1), involves replacing the existing bridge deck, bridge rail, and curbs, reconstructing bridge approaches, and repairing bioretention facilities. The project spans 0.04 miles and is located at coordinates Longitude 77°02'58.70" and Latitude 38°55'18.30".

The federal contract opportunity, solicitation number 693C73-25-R-000051, is being conducted by the Department of Transportation Federal Highway Administration. The project is estimated to cost between $2,000,000 and $5,000,000, with the Request for Proposal (RFP) documents expected to be issued on or about April 16, 2025. Offerors will be required to submit qualifications demonstrating experience with similar complex infrastructure projects. The solicitation includes specific subcontracting goals: 43.02% for Small Businesses, 5% for Small Disadvantaged Businesses, 5% for Women-Owned Small Business Entities, 3% for HUBZone businesses, and 5% for Service-Disabled Veteran-Owned Small Businesses.

View the file

Other files for this federal contract opportunity

Other files attached to Rock Creek Park, newest first.
File	Type	Posted
Amendment 0002 - NP ROCR 910(1).pdf	PDF	May 29, 2025
Amendment 0001 - NP ROCR 910(1).pdf	PDF	May 16, 2025
ADV_Offerors Qualifications Form.doc	DOC document	Apr 16, 2025
RFP Solicitation - NP ROCR 910(1).pdf	PDF	Apr 16, 2025
FP14_Eng.pdf	PDF	Apr 16, 2025
Bridge Inspection Report_3450-033P2833.pdf	PDF	Apr 16, 2025
Geotech Report_Aug 2023.pdf	PDF	Apr 16, 2025
Subcontracting Plan - NP ROCR 910(1).doc	DOC document	Apr 16, 2025
VETS-4212 Form.pdf	PDF	Apr 16, 2025
Categorical Exlclusion Form (NEPA).pdf	PDF	Apr 16, 2025

On GovTribe

Work with this file on GovTribe

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

U.S. DEPARTMENT OF THE INTERIOR

Title Sheet

Symbols And Abbreviations

Location Map

Typical Section

Tabulation of Quantities

Construction Plan & Profiles

Erosion And Sediment Control Narrative

Standards And Details

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

NATIONAL PARK SERVICE

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

Decemeber, 2024

Know what'sbelow.

before you dig.Call

U.S. Department of Transportation

Administration

Federal Highway

SHEET

A01

A05

A02-A03

B01

C01

D01-D03

M01-M02

N01

S01-S16

Temporary Traffic Control Narrative

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 0.04 Miles

ADT (2021)

ADT (2031)

DHV

C/A

N/A

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

LANE MILES:

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

"Standard Specifications for Construction of Roads

ROAD: WIDTH

20'

SURFACE BASE SUBGRADE

N/A

ROAD: WIDTH

20'

SURFACE BASE SUBGRADE

AGGREGATE N/A

Access Road(New)

Edgewater Stables

ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

STABLE ACCESS BRIDGE

REPLACEMENT OF EDGEWATER

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

MYER

B A

L T

W A S

P A

R K

W A

GEORGE

P A

R K

W A

MARYLAND

WASH. DC

W A S

T R

T O

F C O

M B

A R

LIN

G T O

N C

X C

M O

N T G

O M

E R Y C

P R

C E G

E O

R G E S C

PROJECT NP ROCR 910(1)

C O

N S

O L

G E

O R

G E T O

W N R

O A

RIVER

C A B

W E S T E R

A V E

N E

B R

A S

K A

A V E

N U E

M A

R T

H U

M A C A

R T H

U R

BLVD.

WESTMORELAND CIRCLE

M O

N T G

O M

E R

Y C

W A S H

G T O

D .C

WARD

CIRCLE

C A

N A L

R O

A D

GEORGETOWN

RESERVOIR

BLVD.

MAC ARTHUR

A M

E R

A N

L E

M E

M O

G E

POTOM

E R

LITTLE

FALLS

DAM

C L A R

B A

R T

O N

P K

W Y

CHAIN

BRIDGE

C H

E S

A P

E A

K E

A N

O H

C A N

A L

P O T O

M A C

RIVER

F A

A R L

G T

B E

L T

W A

Church

BARTON

A V

E N

U E

M A C A

R T H

U R

B L V

GEORGE

WASH.

MEM.

P K

W Y

GEORGE

W A S H

M E

P K

W Y

C O

N N

E C

U T

A V

B L V

U N

E R S

G E

O R

A V E

A L A S

K A

A V E

G E

O R

A V

E N

U E

B R

A N

C H

R O

A D

AVE.

MISSOURI

N E

H A

M S

A V E

FLORIDA

AVE.

N E

H A

M S

RHODE

AVE.

C O

N S

A V

E N

U E

C O

N S

A V

ROCK

CREEK

PARK

C O

N N

E C

U T

A V

H S

T R

E E

K E

B R

G E

COUNTYFAIR

FAX

VIRGINIA

MONTGOMERY COUNTY

Falls

A R L

G T O

N C

F A

F A X C

Arlington

Great Falls

MARYLAND

Bethesda

P K

W Y

CLARA

PKWY.

MILITARY ROAD

A V E

K A

N S

A S

GRANT

CIRCLE

SHERMAN

LOGAN

CIRCLE

ISLAND

AVE.

YORK

NEW

Takoma

Park

Silver

Spring

Potomac

CIRCLE

A V E

DUPONT

STREET

D.C.

STREETP

Kensington

M O

N T

G O

M E

R Y C

M O

N T G

O M

E R

Y C

W A S H

G T O

N , D .C

P .G

C O

INDEPENDENCE AVENUE

CONSITUTION AVENUE

WASHINGTON

CIRCLE

S T

R E

E T rd

CIRCLE

SHERIDAN

CIRCLE

THOMAS

CANAL

ROAD

H S

VIR

IA AVE

H S

50 1

Not to Scale

M A S S A C

H U S E

TTS

A V E N

U E

M A S S A C

H U S E T T S

WASHINGTON, DC

NP ROCR 910(1)

PROJECT

Last inspected June 15, 2021)

(Edgewater Stable Access Bridge, Structure No. 3450-033P, Project Manager

Dan Weston

Lead Designer

Chris Burnell

Highway Design Manager

Kayan Choudhry

A04

Survey Information

0.04 Miles

bioretention facilities, and other miscellaneous work.

bridge approaches. The work also includes the repair of existing

Access Bridge deck, bridge rail and curbs, and reconstruction of

This project consists of replacement of the Edgewater Stable

R01-R32 Bridge Plans

M03-M06 Erosion And Sediment Control Plans

ACP

C02-C03 Summaries and Schedules

N02-N03 Temporary Traffic Control Plan

T01-T03 Cross Sections

N/AD

10V (MPH)

N/Ae (max)

M07-M11 Bioretention Facility Repair Plans

M12 Existing SWM Cover Map

M13 SWM Management Plan Compliance Data

NP ROCR 910(1)

Project

M e c e m b e r

S h e e t

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-R

O C

(1 tt l.

d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) A01

NPS Drwg. No. 821-177658 PMIS No. 245035

RBAR

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

monument minimum maximum mile post main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SADT

NMSA

o. to o.

ohwm

o. c.

pvmt.

PST

PSC

POT

POS

POC

pl.

PCS

PCC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R route right required reinforcement rolled erosion control product roadway right-of-way range radius symmetrical point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot sym.

STS

struc.

stiff.

stgr.

std.

Sta.

SRS

sqyd sqft typ.

thd.

TBM

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph

V vertical point of intersection vehicles per hour design speed

W west

1 6

SEC.

0.00EL. E

N 187

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARKROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

ABBREVIATIONS

SYMBOLS AND

SHEET 1 OF 2

lat.

lam.

L latitude lamination length of curve

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

cont.

constr. jt.

conn.

conc.

col.

CMP

cc or c. to c.

brg.

br.

appr.

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point benck mark back approach ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

ESAL

EQ or eq.

EOT

EOS

EOP

emb.

elev.

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

hex.

hdwl.

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

J u ly

S h e

R O

J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \A

-A

-R

O C

R (1 s y m

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) A02

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

AREA PATTERN

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

ABBREVIATIONS

SYMBOLS AND

SHEET 2 OF 2

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

J u ly

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \A

-A

-R

O C

R (1 s y m

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) A03

PMIS NO. 245035

Edgewater Stable Access Bridge

Long. 77° 02' 58.70"

Lat. 38° 55' 18.30"

Edgewater Stable Access Road

3450-033P

4803 SF

Parking Lot

Edgewater Stable

Staging Area, 5295 SF

Right Shoulder Area

Beach Dr. NB

Staging Area, Trails During Construction

Close Access From Social

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

Scale in Feet

500' 1000'

ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

LOCATION MAP

J u ly lO C

A T

N m

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-R

O C

(1 lo c .d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) A04

N 457000 E

4X4' BO

ELEV. 21.15'

E L E

V . 2

ELEV. 21.67'

O H

W M E

V . 2

24"x12.02' CM P

3"RCP FL 24.06'

E L E V . 2

ELEV. 28.85'

" R

C P

U N

K C

O N

C R

E T E S

L A

B S

C M

OVERHEAD BRIDGE

PIER

OVERHEAD BRIDGE

PIER

OVERHEAD BRIDGE

PIER

OVERHEAD BRIDGE

PIER

24"MAPLE

28"

32.64

FIS

W A R N

A K

11"OAK

ELEV. 37.34'

18"X15"

18"

17"OAK

8" CMP8"

A K

B U

15"X18"

A K

26"OAK

9"DEAD

10486

10460

H O

R S E C

R O S S

20"x51.06' CMP

TOP

17" OAK

STOP

U N

K U

TILITY

U N

K U

BOR1

28"

BOR3

17"MAPLE

R E

BOR2

BOR

W O

O D

L Y L

A N

E B

R I D

G E

M A

P L E

V I S I T

O R P

A R

K I N

PETS

P A

R K

G P

E R

10"

S E

W E

R M

A N

H O

L E

S E

W E

R M

A N

H O

L E

S E

W E R

M A N

H O

S V

A L V

G A S V

A L V

10"

43.88

44.05

R E S

E R

V E P

A R

H Y

D R

N H

O L E

M A N

H O

M A

N H

O L E

PARK

POLIC

TRAI

STATI

OFF

F L

A G P

O L E

21"TOPAA

REEC

PARKW

G H T

O N

M O

L P

C . M

A N

H O

C . M

A N

H O

TWIN38"OAK

EBOX

TWIN38"OAK

10"

U N

K U

S E

W E R

M A

N H

O L E

W R

O N

G W

A Y

DO NOT ENTER 3:45-6:30PM M-F EXC HOLIDAYYS

STOP_WRONG WAY (B-B)

36"TRIPLE

25"

36"QUAD

BIKE XING PED XING

NO LT TURNNO LT TURN 6:30AM TO 9:30AM

ELSP YI

48"OAK

FITNESS EVENTS GROUP C

3"OAK

2"OAK

STOP

12"OAK

BIKE XING

2-PT EXER TRAIL-> PARCOURSE

KEEP RT

ELSP YI

25MPH+NO U

Vert. : NAVD 1988 Coordinate System, US State plane 1983, MD 1900, Hor. : NAD 1988, 2.

Azimuth angle shown is based on North Axis at clockwise direction.1.

Notes

PROJECT CONTROL POINTS

NAME NORTHING EASTING ELEV. TYPE

3004 457300.162 1298255.466 36.927 Pin & Cap

4000 456987.297 1298211.774 37.268 TBAR

4001 457012.297 1298302.914 42.434 TBAR

4002 456770.091 1298215.841 44.685 TBAR

4003 457159.898 1298169.705 38.550 TBAR

6003 457067.941 1298058.960 43.386 TBAR

M A

P L

MON

A K

D R

A N

S E

W E

R M

A N

H O

L E

M A

N H

O L E

STOP

S E

W E R

M A N

H O

M A N

H O

L P

TBAR

PIN W/CAPTBAR

V I S I T

O R P

A R

K I N

R E

N N

20" CMP

' 4

A z

A z . 3

z. 3

17'

z. 1

Az. 7 9°

20'

Az. 120°

Az. 281°

A z . 3

A z . 1

A z.

A z

10'

A z

Az. 117°

Az. 98°

A z.

2°

SURVEY CONTROL POINTS REFERENCES

TBAR

T B

A R

TBAR

6003 TB

A R

T B

A R

C A P

SURVEY INFORMATION

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

:2 u g u s t

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-R

O C

(1 s u r.

d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) A05

B01

NOTES:

project limits.

6. Transition roadway cross slopes from 2% to match existing at

5. See D sheets for limits of work.

to Section 625.

4. Establish turf to disturbed areas except traveled way according

3. See Section 107 for protection of existing trees.

2. Obtain CO approval of all work limits before beginning work.

1. See Bridge Plans for details of bridge work.

CL RoadwayCL

10+15 to 10+37

PROPOSED PAVEMENT STRUCTURE

Aggregate base, depth varies

EXISTING PAVEMENT STRUCTURE

Existing ground

Asphalt concrete pavement, depth varies

North West Approach

Edgewater Stable Access Bridge

Asphalt tack coat

2-inch depth, Type IV Roughness, Pavement Binder PG 64-22.

Aspahlt concrete pavement, Gyratory Mix, 1/2-Inch NMSA, <0.3 Million ESAL, 2% 2%

(typ.)

Replace existing curb and gutter

(typ.)

Replace existing curb and gutter

(typ.)

Replace existing curb

PROPOSED PAVEMENT STRUCTURE

Aggregate base, depth varies

EXISTING PAVEMENT STRUCTURE

Existing ground

Asphalt concrete pavement, depth varies

South East Approach

Edgewater Stable Access Bridge

Replace existing curb (typ.)

CL RoadwayCL

11+71 to 12+20

Geotextile Class 2 - Type E Separation and Stabalization

Removal of Pavement, 8-inch depth

Removal of Pavement, 10-inch depth

½-inch NMSA, 2-inch depth Asphalt concrete pavement, Gyratory Mix, <0.3 Million ESAL, 4-inch depth Aggregate Base Grading C or D

2-inch depth, Type IV Roughness, Pavement Binder PG 64-22.

Aspahlt concrete pavement, Gyratory Mix, 1/2-Inch NMSA, <0.3 Million ESAL, Asphalt tack coat

6-inch depth Aggregate Base Grading C or D

½-inch NMSA, 2-inch depth Asphalt concrete pavement, Gyratory Mix, <0.3 Million ESAL, 2:

Max 2:1 Max

2:1 Max2:

Max 2% 2%

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

TYPICAL SECTIONS

Not to Scale

Construction Limits

14' - 36'

Travel lane

12' - 14'

Travel lane

Construction Limits

A u g u s t

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-0

-R

O C

(1 ty p

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) B01

QUANTITIES

TABULATION OF

ROCK CREEK PARK

U.S. DEPARTMENT OF TRANSPORTATION

D e c e m b e r

S H

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-0

-R

O C

(1 q n t.

d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) C01

AND SCHEDULES

SUMMARIES

ROCK CREEK PARK

U.S. DEPARTMENT OF TRANSPORTATION

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

D e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-0

-R

O C

(1 q n t.

d g n

D e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-0

-R

O C

(1 q n t.

d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) C02

NPS Drwg. No. 821-177658 PMIS No. 245035

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) C02

SCHEDULES

SUMMARIES AND

U.S. DEPARTMENT OF TRANSPORTATION

A u g u s t

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \C

-0

-R

O C

R (1 q n t.

d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) C03

O P

A A

A K

E A

A K

M A

P L E

A K

M A

P L E

B O

R B

O R

6 1

C M P

ELE

V .8

E L E

V .3

M P

ELEV. 21.3

19.51

24"M

APLE

8"TREE

G A S

U N

K C

O N C R E T E S

B S

M A

N H

O L E S

S E

W E

R M

A N

H O

L E

L P

E L E

C . M

A N

H O

L E

U N

K U

L P

M A

N H

O L E

U N

K U

U N

K U

TILITY

OAK

OAK 7"

OAK

U N

K U

TILITY

B U

P I E

R O

V E

R H

E A

D B

R I D

G E

O F F I C

E T

R A I N I N

G S

T A

T I O

N U .S

P A

R K P

O L I C

" R

E 1

S4 7°

'3 0"

S4 6°

'4 2"

E e = 0

'92.00L =

'49.24T =

'104.29R =

(RT)50°32'36"Δ =

12+04.93PI

C1 e = 0 '177.32L = '90.11T = '404.00R =

(RT)25°08'50"Δ =

13+37.81PI

E= 1298143.9233

N= 457162.4303

10+15.00 Begin Project

E= 1298277.2837

N= 457010.8287

12+20.00 End Project

12+20 End full depth pavement

11+67 Begin full depth pavement repair

End approach slab

10+42 begin approach slab

End full depth pavement repair

10+15 pavement repair

Begin full depth

B e ac h D ri ve

Br idg e

Ed ge wate r S tab le

C1 C2

End remove and replace curb

(16-inch depth) 11+67.00 Begin remove and replace curb bioretention facility repair plans bioretention facility as shown in Protect and repair existing bioretention facility repair plans bioretention facility as shown in

Protect and repair existing

10+15 curb and gutter (10-inch depth) Begin remove and replace curb and gutter 10+42 End remove and replace

(16-inch depth) 11+76 Begin remove and replace curb

Clearing limits limits clearing clearing limits baseline Construction

Saw cut pavement

EOP

Existing

EOP

Proposed

EOP

Existing

10+15 curb and gutter (10-inch depth)

Begin remove and replace

See bridge plans Method A, Class 6 Place Riprap, See bridge plans Method A, Class 6

Place Riprap, S e e s h e e t

M a tc h li n e S ta ti o n protect in place Existing sign

Type 4, 21 LF Paved waterway paved waterway.

replacing existing

(16-inch depth) 12+20 End remove and replace curb

1573 SF, E251-A

Permanent vegetated riprap

894 SF, E251-A

(vegetated riprap)

Permanent vegetated riprap

106 tons Place riprap method A, Class 6

214 tons (vegetated riprap)

Place riprap method A, Class 6

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

10+00 to 13+80

CONSTRUCTION PLAN

SCALE IN FEET

0 20 40

:1 e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \D

-R O

C R

(1 p ln .d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) D01

PMIS No. 245035 NPS Drwg. No. 821-177658

Proposed Profile

Existing Ground

10+42

Begin approach slab

11+67

End approach slab

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

10+00 to 13+80

CONSTRUCTION PROFILE

SCALE IN FEET

0 20 40

SCALE IN FEET

0 20 40

14 14

16 16

18 18

20 20

22 22

24 24

26 26

28 28

30 30

32 32

36 36

38 38

40 40

42 42

44 44

46 46

48 48

10+00 11+00 12+00 13+00 14+00

34 34

B e g in

P r o je c t

V P

-0.500%

+2.409%

V P

-0.585%

V P

38.79 40.00 41.20 41.51

E n d P r o je c t

+1.20%

A u g u s t

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \D

-R

O C

R (1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) D02

W I N O

A K

T W I N O

A K

O P

A A

O X

E M

HYD

RANT

FIRE

H O

SEW

G A S

H O

SEW

FLAG

ANHO

U N

K U

TILITY

P I E

R O

V E

R H

E A

D B

R I D

G E

O F F I C

E T

R A I N I N

G S

T A

T I O

N U .S

P A

R K P

O L I C

P I E

R O

V E

R H

E A

D B

R I D

G E

P I E

R O

V E

R H

E A

D B

R I D

G E

P I E

R O

V E

R H

E A

D B

R I D

G E

5 4

0 1

S e e s h e e t

M a tc h li n e S ta ti o n

360 LF

Proposed security fence 8 feet tall

360 LF

Proposed security fence 8 feet tall gate 20LF

Security fence

20LF

Security fence gate fenced off site.

against slope to ensure no access is available to

Terminate fence at overhead bridge pier and

Note

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

13+80 to 14+25

CONSTRUCTION PLAN

SCALE IN FEET

0 20 40

A u g u s t

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \D

-R

O C

R (1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) D03

CONTROL NARRATIVE

EROSION & SEDIMENT

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 1 of 2

PROJECT DESCRIPTION

SOILS

GENERAL NOTES AND GUIDELINES

0.53

EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE

Install topsoil, RECP and native riparian seed mix for vegetated riprap along eastern bank. See detail E251-A (sheet S05).

permanent riprap class 6 for western abutment (abutment 1, see bridge plans, Sheet R02).

Remove temporary access pad, diversion berm, sandbags, temporary culvert and tempory riprap apron at western end of bridge. Once removed place reamining

Construct new bridge superstructure, deck, railing and approaches. Open bridge to traffic.

(abutment 1) excluding the area where the temporary access pad overlaps with propised permanent riprap class 6.

abutment (abutment 2). Remove coffer dam, dewatering, and temporary environmental protection for new pier. Place permanent riprap class 6 for western abutment

Install cofferdam, dewatering, and temporary environmental protection for new pier. Construct new pier, new western abutment (abutment 1) and new eastern

Stage 3

Extend temporary access pad to its full width within the stream. Maintain this temporary access pad for the duration of bridge closure. Remove remainder of bridge.

Stage 2

Remove diversion berm at east end of bridge.

not install topsoil, RECP and native riparian seed mix at this stage.

access pad at east end of bridge. place remaining permanent riprap class 4 for vegetated riprap where temporary access pad was. See detail E251-A (sheet S05). Do

(abutment 2, see bridge plans, Sheet R02). Place pole plantings and permanent riprap class 4 along eastern bank. See detail E251-A (sheet S05). Remove temporary placing permanent riprap class 6 under the OHWM along the eastern bank of the bridge. See detail E251-A (sheet S05). Place permenant riprap for eastern abutment

Remove existing eastern abutment (abutment 2) and pier, demolish eastern approach pavement. Excavate eastern bank and begin placing vegetated riprap by temporary access pad at the east end of bridge. Install debris shield system as specified in Section 203.

Ensure that temporary diversion culverts have 18-inches of aggregate base as cover above, below and around them to avoid crushing. Construct diversion berm and

Construct temporary diversion berms, sandbags, temporary culverts and temporary riprap apron, and partial temporary access pad for crane at west end of bridge

Stage 1 immediately stabilize the associated disturbed areas. Once installed, do not modify the type, size, or location of any control or practice without approval of the CO.

Employ temporary stabilization practices in incremental stages when necessary as construction proceeds. Upon completion of any ground disturbing activity, directed by the CO.

inlet protection, and tree protection at the locations specified in the plans or as Prior to any clearing, grubbing, and excavation, install perimeter controls, temporary established.

All erosion and sediment practices are to be installed prior to any major soil disturbance, in their proper sequence, and maintained until permanent protection is 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 storm water to vegetated buffer areas and do not discharge directly into surface waters.

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

borrow material removed from the construction site shall be stabilized at the site of placement.

Do not place excavated soil material adjacent to creeks, streams, or bodies of water in a manner that will cause it to be washed away by high water or runoff. Excess

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

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

defined/outlined in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14) and the Special Contract Requirements.

throughout the life of the project to control erosion and to minimize the sedimentation of rivers, creeks, and streams. Soil erosion control measures are also

The Erosion and Sediment Control Narrative is intended to act as a guideline for preventing erosion and controlling sediment.The work consists of applying measures 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 40 CFR 112. Report spills large enough to

The total area of soil disturbance for the project is approximately acres. The receiving water is the Potomac River installation of riprap.

Soil disturbing activities include: placing and removing cofferdams, placing temporary construction access for removal of existing pier and installation of new piers.

repair of existing bioretention facilities, and other miscellaneous work.

This project consists of replacement of the Edgewater Stable Access Bridge deck, bridge rail and curbs, reconstruction of bridge approaches. The work also includes the

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

A u g u s t

S H

P R

O J E

C T

S \r o c r\

P ro j_

D e v

\C A

D D

-R

O C

(1 e s .d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M01

CONTROL NARRATIVE

EROSION & SEDIMENT

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 2 of 2

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

62.5

75.0

30.0

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)

MAINTENANCE AND INSPECTION PROCEDURES

turf area mix only:In accordance with Subsection 625.06, apply limestone and fertilizer at the following rates for the roadside not include the vegetated riprap.

There will be 0.11 acres in need of stabilization as a result of this project. Prepare areas of turf establishment with fertilizer, topsoil and mulch. This area does necessary.

to ensure that culvert remains firmly in place and is not damaged or clogged. Clean clogged culvert and outlets or replace clogged or damaged culverts as

Inspect Temporary culverts - Inspect temporary culverts every seven days, and after every storm event. Check for mud/sediment buildup and pipe integrity.

for proper disposal.

entrance fails to perform effectively. Immediately brush or sweep up soil that has been tracked off-site onto the roadway replace, or add stone whenever the

Stabilized construction entrances - Inspect stabilized construction entrances every seven days. Check for mud/sediment buildup and pad integrity. Wash, of fence within 24 hours of inspection.

Inspect weekly and after each runoff event. Remove sediment deposits from silt fence when it reaches half the height of the device. Replace damaged section

Silt Fence - Install Silt Fence by hand to control runoff from disturbed areas. Ensure placement area be free of debris including rocks, sticks, and roots.

reached their rated capacity.replace damaged filter bags, or bags that have

Filter bags - Check filter bags daily during dewatering operations for punctures, tears, or other damage, and for capacity. Immediately cease pumping and event. Repair and replace any damaged measures by the end of the day.

and the individual permitting requirements. Inspect and maintain erosion control facilities daily during construction activities and immediately following a rain

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according to Section 157, the Details shown in the plans, EROSION & SEDIMENT CONTROL CONSTRUCTION SEQUENCE CONTINUED stabilized and vegetation is established, remove all perimeter controls after obtaining approval from the CO.

Once finished grading is achieved and all construction operations in each work area have been completed and all upslope areas are Seed and establish turf.

stone, bioretention cell filter media, and Rock Creek from the flushed sediment.

include flushing all inflow and outflow pipes to/from each facility of sediment, collecting anddisposing/stabilizing that sediment, and protecting any new riprap, Repair the existing bioretention facilities on the north western end of the bridge to their original standards as shown in the included GSI plans. This will

Stage 3 Continued

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARK

A u g u s t

H E

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-R

O C

R (1 e s .d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M02

12" CMP

L E

V .7

E L E

V .8

E L E

V .3 x .0

C M

E L E

V .6

E L E V .3 x .0

C M

GAS VALVE

HYDRANT

FIRE

MANHOLE

SEWER

GAS VALVE

MANHOLE

SEWER

FLAG POLE

UNK CONCRETE SLABS

MANHOLES

SEWER

MANHOLE

ELEC. MANHOLE

UNK UTILITY

MANHOLE

UNK UTILITY

BUILDING

PIE

O V E R H E A D B

G E

PIE

O V E R H E A D B

G E

R C P

E 1298000

5 3

Beach Drive

B ri d g e

E d g e w a te r S ta b le

Disturbance Limits of Roadway

Detail E626-01 removed trees replace any disturbed or Proposed Staging Area

Proposed Staging Area

OHWM

Existing

OHWM

Existing facility repair plans in indluded bioretention bioretention facility as shown

Protect and repair existing

90'

Disturbance Limits of Roadway

Riprap Area (199 SF) Permanent Impacts

Riprap Area (405 SF) Permanent Impacts

Riprap Area (390 SF) Permanent Impact

120'

U.S. DEPARTMENT OF TRANSPORTATION

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

CONTROL PLAN

EROSION AND SEDIMENT

SCALE IN FEET

0 20 40

ROCK CREEK PARK

LIMITS OF DISTRUBANCE AND STREAM IMPACTS

Sheet 1 of 4

Temporary Stream Impacts

Permanent Stream Impacts

3098 SF

994 SF

AREA

allow access to buidlings and facilities at all times

Limit staging area impatcs in Edgewater Stables parking area to 1.

NOTES:

:1 e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M03

NPS Drwg. No. 821-177658 PMIS No. 245035 repair plans included bioretention facility bioretention facility as shown in Protect and repair existing

GAS VALVE

HYDRANT

FIRE

MANHOLE

SEWER

GAS VALVE

MANHOLE

SEWER

FLAG POLE

UNK CONCRETE SLABS

MANHOLES

SEWER

MANHOLE

ELEC. MANHOLE

UNK UTILITY

MANHOLE

UNK UTILITY

BUILDING

PIE

O V E R H E A D B

G E

PIE

O V E R H E A D B

G E

5 3

F B

Beach Drive

B ri d g e

E d g e w a te r S ta b le

Disturbance Limits of Roadway

Detail E626-01 removed trees replace any disturbed or Proposed Staging Area

Proposed Staging Area

OHWM

Existing

OHWM

Existing

Detail E157-02 Install Silt Fence

Detail E157-08A 37 L.F.

Diversion Install Sandbag (supersack)

Detail E157-08A 200 L.F.

Diversion Install Sandbag (supersack)

Detail E157-10 Place filter bag

Detail E157-10 Place filter bag facility repair plans in indluded bioretention bioretention facility as shown

Protect and repair existing

51 LF each

Temporary culvert

class 4, 344

Riprap apron, Temporary

Detail E157-01

Construction Exit, Stabilized

Detail E157-02

Intall Silt Fence

Do not disturb existing culvert

6 existing trees remove and replace

90'

Disturbance Limits of Roadway see sheet R04 Temporary access pad see sheet R04 Temporary access pad

Detail E157-01

Stabilized Construction Exit, 120'

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

CONTROL PLAN

EROSION AND SEDIMENT

ROCK CREEK PARK

STAGE 1

Sheet 2 of 4 o a minimum of +/- 35% of exisiting channel width.t

Limit reduction of channel width as stated in Hydraulic memo 2.

construction.

Protect all existing pipes and culverts prior to and during 1.

NOTES:

:2 e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M04

NPS Drwg. No. 821-177658 PMIS No. 245035 repair plans included bioretention facility

FIRE

MANHOLE

SEWER

GAS VALVE

MANHOLE

SEWER

FLAG POLE

UNK CONCRETE SLABS

MANHOLES

SEWER

MANHOLE

ELEC. MANHOLE

UNK UTILITY

MANHOLE

UNK UTILITY

BUILDING

PIE

O V E R H E A D B

G E

PIE

O V E R H E A D B

G E

5 3

F B

Beach Drive

B ri d g e

E d g e w a te r S ta b le

Disturbance Limits of Roadway

Detail E626-01 removed trees replace any disturbed or Proposed Staging Area

Proposed Staging Area

OHWM

Existing

OHWM

Existing

Detail E157-02 Install Silt Fence

Detail E157-08A 37 L.F.

Diversion Install Sandbag (supersack)

Detail E157-08A 200 L.F.

Diversion Install Sandbag (supersack)

Detail E157-10 Place filter bag

Detail E157-10 Place filter bag facility repair plans in indluded bioretention bioretention facility as shown

Protect and repair existing

51 LF each

Temporary culvert

class 4, 344

Riprap apron, Temporary

Detail E157-01

Construction Exit, Stabilized

Detail E157-02

Intall Silt Fence

Do not disturb existing culvert

90'

Disturbance Limits of Roadway see sheet R04 Temporary access pad see sheet R04 Temporary access pad

Detail E157-01

Stabilized Construction Exit, 120'

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

CONTROL PLAN

EROSION AND SEDIMENT

ROCK CREEK PARK

STAGE 1

Sheet 2 of 4 as directed by the CO.

3. Install replacement trees according to Section 626 and o a minimum of +/- 35% of exisiting channel width.t

Limit reduction of channel width as stated in Hydraulic memo 2.

construction.

Protect all existing pipes and culverts prior to and during 1.

NOTES:

D e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M04

NPS Drwg. No. 821-177658 PMIS No. 245035 repair plans included bioretention facility

FIRE

MANHOLE

SEWER

GAS VALVE

MANHOLE

SEWER

FLAG POLE

UNK CONCRETE SLABS

MANHOLES

SEWER

MANHOLE

ELEC. MANHOLE

UNK UTILITY

MANHOLE

UNK UTILITY

BUILDING

PIE

O V E R H E A D B

G E

PIE

O V E R H E A D B

G E

5 3

F B

120'

Beach Drive

B ri d g e

E d g e w a te r S ta b le

Disturbance Limits of Roadway

Proposed Staging Area

OHWM

Existing

OHWM

Existing

Detail E157-02 Install Silt Fence

Detail E157-08A 37 L.F.

Diversion Install Sandbag (supersack)

Detail E157-10 Place filter bag

Detail E157-10 Place filter bag facility repair plans in indluded bioretention bioretention facility as shown

Protect and repair existing

51 LF each

Temporary culvert

class 4, 344

Riprap apron, Temporary

Detail E157-01

Construction Exit, Stabilized

Detail E157-01

Construction Exit, Stabilized

Detail E157-02

Intall Silt Fence

Do not disturb existing culvert

6 existing trees remove and replace

90'

Disturbance Limits of Roadway see sheet R04 Temporary access pad see sheet R04 Temporary access pad see sheet R04 Cofferdam

Detail E626-01 removed trees replace any disturbed or Proposed Staging Area

U.S. DEPARTMENT OF TRANSPORTATION

SCALE IN FEET

0 20 40

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

CONTROL PLAN

EROSION AND SEDIMENT

ROCK CREEK PARK

STAGE 3

Sheet 4 of 4 o a minimum of +/- 35% of exisiting channel width.t

Limit reduction of channel width as stated in Hydraulic memo 2.

construction.

Protect all existing pipes and culverts prior to and during 1.

NOTES:

:3 e c e m b e r

S h e

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M06

NPS Drwg. No. 821-177658 PMIS No. 245035 repair plans included bioretention facility

FACILTIY ONLY. NOT FOR NEW CONSTRUCTION

AS BUILT BEACH DRIVE PLANS FOR REPAIR OF BIORETENTION

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARKROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

PLANS

BIORETENTION FACILITY REPAIR

Sheet 1 of 5

A u g u s t

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M07

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARKROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 2 of 5

PLANS

BIORETENTION FACILITY REPAIR

A u g u s t

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M08

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARKROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 3 of 5

PLANS

BIORETENTION FACILITY REPAIR

A u g u s t

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M09

U.S. DEPARTMENT OF TRANSPORTATION ROCK CREEK PARKROCK CREEK PARK

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 4 of 5

PLANS

BIORETENTION FACILITY REPAIR

A u g u s t

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M10

U.S. DEPARTMENT OF TRANSPORTATION

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

Sheet 5 of 5

PLANS

BIORETENTION FACILITY REPAIR

ROCK CREEK PARKROCK CREEK PARK

A u g u s t

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M11

FEMA FLOODPLAIN

DRAINAGE AREA

LIMIT OF DISTURBANCE

IMPERVIOUS

COMPACTED

NATURAL

SOIL TYPE

U.S. DEPARTMENT OF TRANSPORTATION

EXISTING SWM COVER MAP

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

200'100'0

Scale in Feet

DA COVER MAP

100'50'0

Scale in Feet

LOD COVER MAP (HALF-SCALE)

NORTH LOD STAGING AREA

NORTH LOD

SOUTH LOD

O P

P E

S T

O P

S P

E L

S P

M P

H +N

K E

N O

R N

N O

R N

S T

O P

W R

(B -B

T E

-6 :3

-F

A Y Y S

-P

A R

C O

U R S

S P

N E

V E

E M

HORSE_CROSS

SHI

ARNI

WRONG

WAY

M O

NTO

FRID

LEFT O

NEW

AY RIGHT O

NEW

CKCREECK PARKW

RESERVE PARKING

VISITOR PARKING

PARKING PERMIT

WOODLY LANEBRIDGE

FLAG POLE

UNK CONCRETE SLABS

BUILDIN

O V E R H E A D B

G E

O V E R H E A D B

G E

FFIC

T R A

G S

U .S

. PA

R K P

LIC

O V E R H E A D B

G E

O V E R H E A D B

G E

U4 W

W W

M bD

UsB

WCkCk

UsB Ck

M bDUs B

MbD UsB

MbD

UsB

U1 M bD

U1 U4

U4 U

SgB

JtC

Jt C

A u g u s t

D D e s ig n S u r v

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-R

O C

R (1

C o v e r

M a p P la n .d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M12

U.S. DEPARTMENT OF TRANSPORTATION

(STRUCTURE NO. 3450-033P)

EDGEWATER STABLE ACCESS BRIDGE

COMPLIANCE DATA

SWM MANAGEMENT PLAN

S e p te m b e r

P R

O J E

C T

S \r o c r\

P ro j_

D e v \C

A D

D \M

-M

-R O

C R

(1 p ln

.d g n

STATE PROJECT

NUMBER

SHEET

DC NP ROCR 910(1) M13

R01

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

GENERAL NOTES AND INDEX

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

R R

O C

N .D

G N

A C

T U

A L

E th

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

Live Loads:

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 9 Edition, 2020.

SPECIFICATIONS:

Construction Specifications, and 60 durometer hardness, Method A.

Furnish bearing pads conforming to the requirements of Section 18.2 of AASHTO LRFD

Bearings:

load f'si = 0.75 f'u = 202,500 psi.

to AASHTO M 203, Grade 270. Pre-tension each strand to a total 43,950 lbs, at which

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

Prestressing Steel:

Dead Load:

Construction Tolerance Load: 17 psf

Railing weight: 173 plf

Future Wearing Surface: 25 psf

Concrete: 150 pcf

DESIGN LOADS:

No Scale

GEOTECHNICAL REPORT:

CVCV/SA

curbs and approach slabs conforming to ASTM A775.

Furnish epoxy coated reinforcing steel for prestressed girders, bridge overlay, Provide 2-inch cover for reinforcing steel unless otherwise noted.

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

Reinforcing Steel:

construction submittals will be required according to Section 104.

additional working days will be allowed for these options, and abutments, wingwalls, approach slabs, and bent caps. No

Contractors may elect to cast-in-place any or all the following:

Field verify all dimensions.

Federal Highway Projects, FP-14.

Standard Specifications for Construction of Roads and Bridges on

Construction:

AS/HS

INDEX OF BRIDGE PLAN SHEETS

Subsurface Profile

Boring Location Plan

Reinforcing Steel Bar List - 2

Reinforcing Steel Bar List - 1

Rail Details - 2

Rail Details - 1

South Approach Slab Details

North Approach Slab Details

Expansion Joint Details

Deck Reinforcement Details

Bearing Details

Miscellaneous Details - 1

Girder Details - 2

Girder Details - 1

Typical Section

Framing Plan

Pier Reinforcement

Pier Layout

Miscellaneous Precast Abutment Details - 2

Miscellaneous Precast Abutment Details - 1

Precast Wingwall Details

Precast Abutment 2 Reinforcement

Precast Abutment 2 Pile Cap

Precast Abutment 2 Layout

Precast Abutment 1 Reinforcement

Precast Abutment 1 Pile Cap

Precast Abutment 1 Layout

Foundation Layout

Plan and Elevation

Temporary Access Pad Layout

Site Plan

General Notes and Index

SHEET NO. SHEET TITLE

For boring logs and other geotechnical information, see Soils and Foundation Report No. 01-20, dated November 2020.

Concrete:

-inch, transverse roughened finish.4 1Rake top surface of each beam with an amplitude of

- inch unless otherwise noted.4 3Chamfer exposed edges of all concrete to ASTM C1107 to fill the precast recess holes.

Furnish non-shrink grout with a minimum compressive strength of 5000 psi in 3 days, conforming shear key.

Furnish Class Ultra high performance concrete (UHPC) for VDOT 48" x 27" adjacent box beam with f'c = 5500 psi at release and f'c = 7000 psi at 28 days.

Furnish Class P(Prestressed) concrete for adjacent box beam type VDOT 48" x 27" minimum f'c = 7000 psi at 28 days.

Furnish Class A (Drilled shaft) concrete for drilled shaft with a pier and abutments closure pours with a minimum f'c = 5000 psi at 28 days.

Furnish Class A(AE) concrete for precast abutments, cast in place overlay, and curbs with a minimum f'c = 5000 psi at 28 days.

Furnish Class D(AE) concrete for diaphragm, approach slab, bridge

MATERIALS:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

245035 DC NP ROCR 910(1)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

October 2024

R02

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

Sta. 10+52.23

Begin Bridge Sta. 11+56.65

End Bridge

CL Pier

Sta. 11+04.44

10+40.00 10+60.00 10+80.00 11+00.00 11+20.00 11+40.00

CL Roadway

11+60.00

Bridge Length = 104'-5"

O C

P L

A N

.D G

N A

C T

U A

L F

E bridge structure

Remove existing

1V:2H

1V:4.8H

Geotextile Class 1, Type C

Riprap Class 6 1V:

Geotextile

Class 1, Type C

Class 6

Riprap

Abutment 1

Abutment 2

PLAN

ABUTMENT 1

RIPRAP DETAIL

"=1'-0"16

ABUTMENT 2

RIPRAP DETAIL

1V:

SITE PLAN

11+80.00

R o c k C r e e k

T y p

(T y p

Elev. 32.80

Elev. 30.78

Elev. 22.28

Elev. 30.00

Elev. 23.00

(Typ.)

to be removed

Existing pier

SECTION A-A

Geotextile

Class 1, Type C

1V:

Class 6

Riprap

Notes:

vegetative riprap.

See "CONSTRUCTION PLAN AND PROFILE", sheet D01 for

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

CVCV Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

October 2024

S47°17'30"E

S46°40'42"E

S47°17'30"E

S46°40'42"E

3'-6"

23'-0"9

15'-8

3'-11

1'-3

6'-5

26'-8"

10'-6"

ELEV. 27.77'H

R S

C R

O S

M O

N T

O F

R I D

L E F T O

N E

W A

Y R I G

H T O

N E

W A

R O

C K

C R

E E

C K P

A R

K W

S47°17'30"E

S46°40'42"E

R03

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

SECTION A-A

pier construction Cofferdam for

(Typ.)

cofferdam sandbag Supersack pier construction Cofferdam for along east embankment Temporary erosion control structure Remove existing to be removed Existing Structure apron Temporary riprap

ELEVATION

PLAN

A A

O C

E M

P O

R A

R Y

A C

C E

S S

P A

D .D

G N

A C

T U

A L

" = 1'-0"16

Notes:

Access Pad Temporary

TEMPORARY ACCESS PAD LAYOUT

1V:1.5H (m ax.)

Riprap Class 4 apron Culvert Riprap

Turbidity barrier culverts (Typ.)

carbon steel pipe 30" Ø Temporary culverts (Typ.)

carbon steel pipe 30" Ø Temporary

(Typ.)

Supersack sandbag

H :1

V m a x

H :1

(m a x.)

Access Pad Temporary for sandbag details.

See "Erosion and Sediment Control Plans" sheets, Obtain the final layout approval from the CO.

The layout provided is based on preliminary analysis.

beginning any removal operations

Submit a removal plan to the CO for approval before

Section 208.

Construct temporary access pad according to cofferdam (Typ.)

Supersack sandbag

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

CV Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

October 2024

30'-0"

46'-7"

8'-3 "2

8'-3

59'-5

14'-6"

13'-8"

R04

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

Elev. 38.85

Sta. 10+52.23

Begin Bridge

Sta. 11+56.65

End Bridge

CL Pier

Elev. 40.10

Sta. 11+04.44

L PierC

EXP

Fix Fix

EXP

17' 30" E O

S 47 10+40.00 10+60.00 10+80.00 40' 42" E

S 46 11+00.00 11+20.00 11+40.00

CL Roadway

11+60.00

Bridge Length = 104'-5"

OHWL = 23.5 (±)

ground at C Existing

Elevation 36.06

Low Concrete

PLAN AND ELEVATION

grade Profile

PLAN

ELEVATION

"=1'-0"16

(Typ.)

11+80.00

Elev. 41.36

Steel Railing

R o c k C r e e k

1:2

O C

P E

.D G

N A

C T

U A

L F

1V:

1V:2H

1V:4.8H

(Typ.)

VDOT 48" x 27"

Flow

(cfs)

WSEL

(ft)

Event

10 year

500 year

25 year

50 year

1 year

HYDRAULIC DATA

28.60

30.68

35.80

37.09

41.98

45.48

2 year

100 year 43.94

10335

13840

16340

21840

(See Note 1)

Riprap Class 6

Elev. 32.80

Elev. 30.78

Elev. 22.28

Elev. 30.00

1V:4.8 H

Elev. 23.00(ft)

Freeboard

5.4

0.28

-1.01

-5.9

-7.89

-9.4 for railing details.

See "RAIL DETAILS - 1" and "RAIL DETAILS - 2" sheets

See "SITE PLAN" sheet for complete riprap details.

Notes:

North approach slab South approach slab

7.46

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

October 2024

+2.409%

S47°17'30"E

S46°40'42"E

104'-5"

52'-2"2

52'-2

39.39

R05

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

Sta. 10+52.23

Begin Bridge

Sta. 11+56.65

End Bridge

CL Pier

Sta. 11+04.44

Bridge Length = 104'-5"

FOUNDATION LAYOUT

O C

F O

U N

D A

N L

A Y

O U

T .D

G N

A C

T U

A L

C PierL

S p a

15.39

27.86

30.36

PLAN

ELEVATION

Abutment 2

Pier

Abutment 1

0.50

" = 1'-0"16 3Scale:

AS SHOWN

bedrock elevations .

See "SUBSURFACE PROFILE" sheet for approximate

Notes:

"2 152'-2 "2

152'-2 of Bedrock

Approximate Top

104'-5"

1'-11

4'-6" a b c d e f g h

POINT STATION LEFT OFFSET RIGHT OFFSET

a b c d e f g h

23.66

23.59

10.15 -

8'-7" 8'-0"

ABUTMENT 1 FOOTING POINT TABLE

3'-7" 1'-11"

"8 74'-1"8

11'-10

10+43.53

10+50.42

10+58.32

10+49.92

10+43.11

10+48.87

10+49.09

19.60

10.10 -

10.10

19.39

- 10.06

R o c k

S o c k e t

Roadway

Structure S e e N o te

(Typ. at both abutments)

12" x 84 steel piles

L 12"x 84 steel piles

(T y p

(kips) (ft)

Factor resistance of all piles length of all piles

Location Resistance Nominal Axial Estimated total pile sheet. For approximate bedrock elevations see Geotechnical Report.

the existing bedrock to a minimum socket depth indicated in this

3. Install all piles thru pre-bored holes. At each location penetrate installation process, according to Section 551.

Indicates test pile, utilizing static load testing during

1'-6"

1'-6" 2'-6"1'-7"

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

October 2024

S47°17'30"ES47°17'30"E

4'-6"4'-6" 1'-6"1'-6"

12'-0"

S p a

8'-0"

S p a

1'-6"Ø Rock socket (Typ.)

4'-0"4'-1"

R06

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

Notes:

Flat Flat

PLAN

ELEVATION

SECTION A-A

AS SHOWN

T y p

2% 2%

" = 1'-0"1Scale

PRECAST ABUTMENT 1 LAYOUT

Curb Line Begin bridge

Elev. 37.42

Elev. 27.86

R R

O C

R E

C A

S T

A B

U T

M E

N T

A Y

O U

T .D

G N

A C

T U

A L

Elev. 27.86

Elev. 37.42

Elev. 39.43

SECTION B-B

" = 1'-0"1Scale

SECTION C-C

" = 1'-0"1Scale

C C closure pour

Cast in place wingwall

Precast

Elev. 38.00 slab

Approach

(See Note 4) spacing

Dowel hole

Pile Cap

Precast wingwall

Precast

Abutment

Precast

C C change

Slope

(Typ.)

C Bearings

Precast abutment Precast Pile Cap wingwall

Precast

Precast pile cap

" = 1'-0"8 3Scale

1' -1

1' -5

1' -2

8' -5

4. See "BEARING DETAILS" sheets for more details.

details.

"PRECAST ABUTMENT 1 PILE CAP" sheets for reinforcement

1", "MISCELLANEOUS PRECAST ABUTMENT DETAILS - 2",

DETAILS", "MISCELLANEOUS PRECAST ABUTMENT DETAILS -

2. See "ABUTMENT 1 REINFORCEMENT" , "PRECAST WINGWALL to Subsection 104.03 and Section 552.

Submit precast drawings to the CO for approval and according 1.

3'-7"

T y p

(Typ.)

LC Roadway C Structure

Elev. 39.43

Elev. 38.00

Elev. 37.42

Curb Line Elev. 38.68Elev. 38.68

" = 1'-0"8 3Scale closure pour

Cast in place

(Typ.)

pour (Typ.)

footing closure

Cast in place

Elev. 35.89

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

177658

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130632

Structure Number 3450-033P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

EDGEWATER STABLE ACCESS BRIDGE

ROCK CREEK PARK

October 2024

1'-0" "2

1'-1 "2

1'-5

3'-7"

1'-11

1'-6"

1'-2

20'-2

3'-8

2'-"4

4'-"4

2'-

11'-3

3'-8

"85

8'-8 "8

8'-8

1'-0"

R07

P R

O J E

C T

S \r o c r\

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P R

O J E

C T

.d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/6 /2

PLAN

ELEVATION

SECTION A-A

AS SHOWN

#6AF2 (Top and Bottom)

Lap Splice

(Typ.)

Closure Pour

Cast in place

Closure Pour

Cast in place

Em bedm ent

(Typ.)

18" x 18" Pile recess

4 Spa.@ 61 2"

=2'-2"

(Top and Bottom)

#7AF1

(Typ.) between piles

#7AF1 (Top)

(Typ.)

(Precast Pile Cap 1)

4' -9

'-9

3' -9

'-1

(T yp

4 Spa. @4'-0"=16'-0"

#7AF1 (Top and Bottom)

#6AF2 (Top and Bottom)

PRECAST ABUTMENT 1 PILE CAP

SECTION B-B

O C

P R

E C

A S

T A

B U

T M

E N

E C

A P

.D G

N A

C T

U A

L F

"2 118'-2

#7AF1

(Typ.)

(Top and Bottom)

#6AF6 splice

/w #6AF2

#6AF7

m atch/w

6AF6

#6AF2

(Top)

(Typ.)

#6AF8 (e.f.)

S pa '-0

1' -0

6AF9

f.)

(T yp

(P re ca st p ile c ap

#6AF6

(Typ.)

Mechanical splice

(Top and Bottom)

(Typ.)

#6AF7

(Typ.) (Top and Bottom)

(Typ.)

(Between piles)

#7AF1 (Top)

Precast wingwallPrecast abutmentPrecast wingwall

P ile re c e s s

A F

(T o p

(B o tto m ) "8

'-1

'-6

S p a

'-8

'-6

(T op

1' -2

A F

(T o p

(B o tto m

Precast pile cap 2 Precast pile cap 1 Precast pile cap 2

#6AF2#6AF4 #6AF4

#6AF2

(Top)

(Bottom)

(Top)

(Bottom)

(Top)

(Bottom)

(Top)

(Bottom)

#6AF4

Sp a.

7AF3

2 Spa.@ 4'-0"=

8'-0"

1'-7

(Typ.)

18"x18" Pile Reccess

(T op a nd B ot to m

(B et w ee n pi le s) Ty p.

2' -2

1' -2

7AF3

(T op

(T yp

#6AF4

(v ar ie s)

(v a rie s

A F (v a rie s

(v a rie s

(T op

(B ot to m

7AF3

(T o p a n d B o tto m

'-0

" (T y p

(Typ.)

#6AF8(e.f.)

(DETAIL A)

closure pour

Cast in place cap 1

Precast pile cap 2

Precast pile splice (Typ.)

Mechanical

DETAIL A

(Typ.)

(over piles)

"8 19'-4

(e.f.)

#6AF8

(e.f.)

#6AF9

Precast abutment

Precast wingwall

(Top and Bottom)

(2) #7 Bars splice (Typ.)

Mechani…

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 Apr 16, 2025.