Plans - MS NP GUIS 15(4).pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Standards And Details

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 2.49 Miles

ADT (2024)

ADT (2044)

%Truck

D

V (MPH)

51/49

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

e(max)

C/A None

1,343

Project Manager

Cycle #(miles)

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

A01

A02-A03

A04

D01

S01-S30

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

PROJECT MS NP GUIS 15(4)

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

"Standard Specifications for Construction of Roads

ROAD:

WIDTH SURFACE BASE

ROAD:

WIDTH

22'

SURFACE BASE SUBGRADE

GULF ISLANDS NATIONAL SEASHORE

4.54 Miles

N

HOLLY

SPRINGS TUPELO

P A

R K

W A

Y

T R

A C

E

DELTA

N

ATCH

EZ

NATCHEZ

JACKSON

MERIDIAN

GULFPORT

VICKSBURG

MS NP GUIS 15(4)

KEY MAP

STATE OF MISSISSIPPI

SCALE IN MILES

0 60 120

Hattiesburg

Mobile

Grand Bay Moss Point

Pascagoula

Springs

Ocean

Gulfport

BiloxiBeach

Long

Tillmans Corner

New Orleans

Waveland

MS NP GUIS 15(4)

Wiggins Poplarville

Lumberton

Purvis

Picayune

Pass Christian

LucedaleLouisiana

Mississippi

Alabama

N

Gulf of Mexico

SCALE IN MILES

0 20 40

Base

6" Aggregate N/A

5%

JACKSON COUNTY, MISSISSIPPI

DHV (2044) 131

12%

B01-B06

Park Road 4" ACP

A05

A06-A08

Survey Control Data

Alignment Chain Description

R01-R18 Bridge Plans

N01-N08

Erosion And Sediment Control Plans

Construction Plan And Profile

Schedules And SummariesC03-C08

Lead Designer

BRADLEY PROCTOR

Highway Design Manager

T01-T37

C01-C02

M02-M05

Traffic Control Plans

Roadway Cross Sections

A 482+00.00 - 508+42.10 0.50 Cycle #5

P01-P03 Pavement Markings And Signing Plan

Erosion And Sediment Control NarrativeM01

K01 Drainage Profile

Station to Station Length RIP Milepost/Description Schedule

Park Road, Route 0015

SHEILA M. FORONDA

N/A

E01-E04 Boardwalk Plan And Profile

REPLACEMENT OF THE CULVERT AT PARK ROAD

CONSTRUCTION OF PAVED SHOULDERS, BOARDWALKS, AND

other miscellaneous work.

culvert, grading, paving shoulders, micro surfacing, and

This work includes the installation of a bottomless box boardwalks, culvert replacement, and guardrail replacement.

This project consists of the construction of paved shoulders, CHRIS BURNELL

JANUARY 2025

Construction Plan

Construction Plan

D02

D03-D04

B Southbound Boardwalk 4000+14.34 - 4008+10.25 0.15 N/A

B Northbound Boardwalk 5000+18.03 - 5003+36.78 0.06 N/A

B Alligator Pond Boardwalk 6100+11.17 - 6101+71.38 0.03 N/A

Utility PlanU01-U04

1.55400+00.00 - 482+00.00Park Road, Route 0015C

C Park Road (Entrance), Route 0015 30+82.00 to 36+00.00 0.10

C Park Road (Exit), Route 0015 950+00.00 - 955+07.00 0.10

Cycle #5

Cycle #5

Cycle #5

Shoulder Cross Slope SummaryC09 www.ms811.org

811 or 1-800-227-6477

Call Mississippi811 prior to digging:

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M

J a n u a r y

A

T it le S h e e t

P R

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C T

S \g u is

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PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 635/186839 PMIS No. 237156

MS NP GUIS 15(4)

0.00EL.

BH TP

sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S typ.

Ts

TS

traf.

thd.

TBM

T.

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

VPI

vph var.

V vertical point of intersection vehicles per hour varies design speed

W west mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

original ground outside diameter out to out ordinary high water mark on center pvmt.

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

HW

hex.

hdwl.

inv.

ID

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

LW

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

HW

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water hexagon headwall

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

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

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F e b ru a ry

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SYMBOLS AND ABBREVIATIONS

PROJECT

A02

AREA PATTERN

PCMS

UTILITY CORRIDOR

BELOW MEAN HIGH TIDE

PERMANENT,

DISTURBED WETLAND AREA

BOARDWALK

steel-backed timberSBT

National Park ServiceNPS reinforced concrete pipeRCP scheduleSch.

survey footsf mean high tideMHT asphalt concrete pavementACP cubic yardcuyd linear footlnft contingent sumCTSM northboundNB southboundSB

COFFERDAM

(ACB)

ARTICULATED CONCRETE BLOCK

(#57 STONE)

SELECT GRANULAR BACKFILL

(RRFB)

RECTANGULAR RAPID FLASHING BEACON

BARRICADE TYPE 3

DISTURBED WETLAND AREA, PERMANENT

WETLAND BOUNDARY

PORTABLE CHANGEABLE MESSAGE SIGN

OUTLET DITCH CENTERLINE

PROPOSED ROADSIDE OR

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

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

DI

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

Sheet 2 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

Park Rd

Government Street

Oc ea n Sp rin gs R d Bienville Blvd Hospital

Ocean Springs

K n a p p R d

M a g n o ll ia B a y o u B lv d

Center

Visitor

G o ll o tt A v e

N

Pabst Road

Pabst Road

E a g le P o in t

R d

L a u re l O a k D r

Road

VFW

P a r k R d

Q u a v e R d

P a r k R d

CSX Railroad

CSX Railroad

R d

Bienville Blvd

Dr McIlwain H a w k in s C ir

Biloxi, 7 Miles

Pascagoula, 14 Miles

O ce an

S pr in gs R d

(Old U.S. 90) Government Street

McGhee

Parking Area (Route 903)

Davis Bayou Maintenance

Staging Area, Robert

NO SCALE

482+00

Begin Schedules A and B

End Schedule C

MS NP GUIS 15(4)

Project

508+42

End Schedules A and B

End Project, 955+00, Exit

30 +82, Entrance

400+00

Begin Schedule C, Begin Project

955+07, Exit End

36+00, Entrance End

Schedule C

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

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LOCATION MAP

PROJECT

A04

.4

A

z. 1

A z

TBAR

.4

A z . 1

A z

N o f N

A I L

.7

TBAR

.1

A z

A z

N o f

N A I L

.8

NAIL

"x

.6 2'

RCP

A z . 3

.6

A z

.2

.0

A z

NAIL

35FT DRIP LINE

LIVE OAK

TRIPLE 24IN

35FT DRIP

LIVE OAK

24IN

26FT DRIP

LIVE OAK

24IN

N.T.S N.T.S N.T.SN.T.S

Az . 2

°51

.1 7' A

z. 1

.9

A z

.2

TBAR

2'Rx4'Sx53.

99'RCBC

Az. 273°

31.25'

A z

.0

TBAR

Az. 26 1°

24.06

S o f T B

A R

.4

A z.

NAIL

A z

A

z. 3

.7

EM 20IN

Az. 298°

31.42'

A z.

N o f

TB

A R

3.

NAIL

Az.

54.1

2'

S o f N

A

IL

3.

NAIL

TBAR

54.1 2'

Az.

76°

Az. 273°

E of NAIL 101

88.15'

NAIL

A

z. 3

.1

Az. 93°

W of NAIL 102

88.15'

NAIL

10IN

8IN

8IN

20IN

8IN

10IN

8IN

8IN

12IN 8IN

8IN

20IN

18IN

16IN

16IN

54.83'

Az. 282°

16.93'

Az. 82

EB A

z . 1

.2

A z . 1

N o f T

B A

R

.8

NAIL

.5

22.56'

A

z. 1

Az. 99°

Sign

INFO

N.T.SN.T.SN.T.S

N.T.SN.T.SN.T.S

N.T.SN.T.SN.T.SN.T.S

EM

TBAR15.595997742.803324265.3964200

TBAR8.25997856.788323976.4224115

TBAR11.19998091.888323945.8854114

TBAR17.714998306.869324220.3074113

TBAR11.842998528.158324497.4514112

TBAR5.222998515.177325065.5364111

TBAR12.595998473.473325612.9394110

TBAR16.776998702.407325831.6244109

NAIL10.473998479.871325241.629213

NAIL9.646998494.859325489.016212

NAIL15.255998423.840324380.798104

NAIL14.606998181.544324015.825103

NAIL10.199998039.180323933.223102

NAIL8.581997951.307323938.529101

NAIL11.032997761.078324122.692100

REMARKSELEV.EASTINGNORTHINGPOINT

PROJECT CONTROL POINTS

Survey FootUnits :

NAVD88Vertical datum :

GEOID12B (Conus)Geoid :

Mississippi East 2301Zone :

NAD 1983 (Conus)Datum :

United States/State Plane 1983Name :

Coordinate System

N.T.S

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

NOTE:

at clockwise rotation.

based on north arrow axis

Azimuth angle shown is

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SURVEY CONTROL DATA

PROJECT

A05

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 3

GULF ISLANDS NATIONAL SEASHORE

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ALIGNMENT CHAIN DESCRIPTION

PROJECT

A06

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 3

GULF ISLANDS NATIONAL SEASHORE

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ALIGNMENT CHAIN DESCRIPTION

PROJECT

A07

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 3

GULF ISLANDS NATIONAL SEASHORE

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ALIGNMENT CHAIN DESCRIPTION

PROJECT

A08

1V:3H

5'

Existing ground

6" depth, Aggregate base, grading C or D

Travel lane structure pavement

Existing

Shoulder

11' or e 2%

10" depth, Roadway excavation

1' pavement existing

Saw cut excavation

Roadway

2" depth, Embankment construction control product, Type 2.D, and establish turf

Place topsoil, 3" depth, rolled erosion

See Cut and Fill Location Table

Park Road Typical Section - 5' Shoulder with Fill Slope

Limit of construction

PG 67-22 or 70-22)

0.3 To <3 million ESAL's (Type IV pavement roughness, 2" depth, ACP, Gyratory mix, ⅜" NMSA, Existing profile grade line

1V:3H structure Existing pavement existing Match

Existing travel lanes

5'

Shoulder Travel Lane

11'

Travel Lane

11' 2'-5'

Shoulder

491+36 to 508+42, 950+00 to 955+07

30+82 to 36+00, 400+00 to 491+13, Park Road Typical Section - Micro surfacing, Type 2

1V:3H

Limit of construction

Existing ground existing Match

Proposed shoulder

V :2

H

Tack coat

0.3 To <3 million ESAL's

2" depth, ACP, Gyratory mix, ⅜" NMSA, LC

LC

Micro surfacing, Type 2

Tack coat

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 6

GULF ISLANDS NATIONAL SEASHORE

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TYPICAL SECTIONS

NO SCALE

PROJECT

B01

Station Start Station End Side Type1V:3H

Existing ground

6" depth, Aggregate base, grading C or D e 2% or

1' pavement existing

Saw cut structure pavement

Existing excavation

Roadway

2" depth, 10" depth, Roadway excavation control product, Type 2.D, and establish turf

Place topsoil, 3" depth, rolled erosion

See Cut and Fill Location Table

Park Road Typical Section - 5' Shoulder with Cut Slope

Cut and Fill Location Table

5'

Travel lane Shoulder

11' 1' grade line

Existing profile

Limit of construction

V :2

H

489+80 490+33 Right Cut

493+18 493+29 Right Fill

Right Cut482+50 485+62

Right Cut493+40 494+66

500+78 505+47 Left Cut

493+17 495+70 Left Cut

497+11 500+23 Left Cut

Left Cut505+53 505+85

482+00 485+20 Left Cut

495+25 495+30 Right Cut

496+45 508+42 Right Cut

Left Cut506+36 506+74

0.3 To <3 million ESAL's (Type IV pavement roughness, PG 67-22 or 70-22)

2" depth, ACP, Gyratory mix, ⅜" Nominal Maximum Size Aggregate, Tack coat

0.3 To <3 million ESAL's

2" depth, ACP, Gyratory mix, ⅜" Nominal Maximum Size Aggregate, LC

Left Fill489+86 493+17

Left Fill 486+93485+20

485+62 485+73 Right Fill

490+33 493+18 Right Fill

Right Fill495+30 496+45

Left Cut507+56 508+42

3' Cut Slope Rounding

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 2 of 6

GULF ISLANDS NATIONAL SEASHORE

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TYPICAL SECTIONS

NO SCALE

PROJECT

B02

V :2

H excavation

Roadway

Bottom width, 4'

Ditch depth, 0.5'

1V:3H

Existing ground

5'

Travel lane Shoulder

11'

6" depth, Aggregate base, grading C or D e 2% or

1'

10" depth, Roadway excavation

Embankment construction

505+47 to 505+53

Park Road Typical Section - 5' Shoulder with Cut Slope

Limit of construction

Existing pavement structure pavement existing

Saw cut product, Type 2.D, and establish turf

Place topsoil, 3" depth, rolled erosion control grade line

Existing profile

2" depth, Roadway excavation

PG 67-22 or 70-22)

0.3 To <3 million ESAL's (Type IV pavement roughness, 2" depth, ACP, Gyratory mix, ⅜" NMSA, Tack coat

0.3 To <3 million ESAL's

2" depth, ACP, Gyratory mix, ⅜" NMSA, LC

3' Cut Slope Rounding

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 3 of 6

GULF ISLANDS NATIONAL SEASHORE

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TYPICAL SECTIONS

NO SCALE

PROJECT

B03

2'

Shoulder

Embankment construction

Shoulder

5'

1V:3 H

Existing travel lanes

Profile grade line

"83444'-5

"8178'-5"8178'-5

See Note 3

Schedule B, Boardwalk,L ground

Existing

2'-6"

C

5'-6"2'-6" structure pavement

Existing

2% 2%

491+36 to 491+51

490+98 to 491+13- 4" Overlay

490+88 to 491+61- ACB Both

491+61 to 493+25

490+50 to 490+88- ACB Right

490+27 to 492+21- Guardrail Both

492+21 to 493+19

489+66 to 490+27- Guardrail Right

Park Road Typical Section - Boardwalk

1V:3H (max.) and varies

1'1' grading C or D

6" depth, Aggregate base, excavation

Roadway

2" depth, Roadway excavation

10" depth, Embankment construction

Detail ET 617-68A, and Detail ET 617-69

Type B, See Note 1, Standard 617-60, Steel-backed timber guardrail, and establish turf control product, Type 2.D, Place topsoil, rolled erosion

(#57 stone)

9" depth, Select granular backfill

Type 2.D, and establish turf rolled erosion control product, Place topsoil, NOTES:

to construction.

Provide a detailed work schedule to the CO prior5.

See Bridge Plans for box culvert.4.

for details.

See Boardwalk Plan and Profile and Bridge Plans3.

articulated concrete block.

See Construction and Bridge Plans for placement of2.

and as approved by the CO.

post length according to Subsection 617.04

For guardrail on approaches, increase the guardrail1.

PG 67-22 or 70-22)

(Type IV pavement roughness, NMSA, 0.3 to <3 million ESAL's

2" depth, ACP, Gyratory mix, ⅜"

See Note 2 block (ACB), concrete Articulated

9" depth, Class 2, Type E Place separation-stabilization geotextile, Tack coat

NMSA, 0.3 to <3 million ESAL's 2" depth, ACP, Gyratory mix, ⅜"

LC

pavement existing Saw cut elev. 1.35'elev. 1.35'

±20'

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 4 of 6

GULF ISLANDS NATIONAL SEASHORE

MHTMHT

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C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \B

-B

-G

U

IS

(4 ty p

.d g n

TYPICAL SECTIONS

NO SCALE

PROJECT

B04 cross slope Match existing cross slope Match existing

Limits of disturbance

MICRO SURFACING

PAVEMENT PRESRVATION TYPICAL SECTION

Existing ground (typ.)

See Note 3

NOTES:

See Pavement / Surface Summary Sheets For Roadway or Surface Dimensions

Micro Surfacing, Type 2

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface

NOT TO SCALE

stations within project limits.

Do not disturb existing loop detectors or count the CO.

remain if less than 50% coverage as approved by treatment. Waterborn pavement markings may materials prior to placing pavement preservation

Remove pavement markings or other deleterious preservation treatment operations.

and all other appurtenances during all pavement

Protect all curbs, sidewalks, manholes, water valves, pavement preservation treatment.

according to Detail E414-01 prior to applying

Pavement Patch Typical Section and seal/fill cracks

Patch surface according to Asphalt Concrete the CO. See Detail E157-04.

Install fiber rolls for inlet protection as directed by

5.

4.

3.

2.

1.

construction at no additional cost to the Government.

replacement. Replace wheelstops damaged during wheelstops during removal, storage, and

Take reasonable precautions to prevent damage to damaged, as determined and directed by the CO.

wheelstops or place new wheelstops if previously preservation treatment is complete, reset existing parking or roadway surface. After pavement preservation treatment is applied to the entire the area to be treated to ensure the pavement

Remove wheelstops and clean debris located within

Limit work to the footprint of existing pavement.

8.

7.

6.

C L

491+36 to 508+42, 950+00 to 955+07 30+82 to 36+00, 400+00 to 491+13, Tack coat

Sheet 5 of 6

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:3

J u ly

B

M ic r o

S u r f a c in g fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \B

P

V T

P

R E

S

T Y

P .d g n

TYPICAL SECTIONS

PROJECT

B05 to Section 418.

Patch asphalt concrete pavement areas according with the CO.

encountered at time of construction and verify

Determine patching limits based on conditions by the CO. See Detail E157-04.

Install fiber rolls for inlet protection as directed

C

12" 12"

V a r ie s

L Road to distress

Patch saw cut parallel/perpendicular

Pavement replacement limits to edge of pavement of pavement, remove

<24" from the edge

If the patch limit is

PLAN VIEW

ASPHALT CONCRETE PAVEMENT PATCH

m in

NOTES:Pavement Distress

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

SECTION A-A

full depth (typ.)

Saw cut vertical face subbase, or subgrade

Remove pavement to expose perimeter (typ.)

Apply tack coat to patch

10' min.

Varies

SECTION A-A

Apply tack coat between asphalt lifts

Place in 2 equal lifts, min.

thickness if the existing pavement is less.

(match depth of existing asphalt) or 4" min.

Asphalt concrete pavement, type I

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

for final surface treatment

See Pavement Preservation Typical Section

Existing Ground (typ.)

NOT TO SCALE

6"

10' min.

Varies a min. of 10"

Remove the pavement base and subgrade

Apply tack coat between asphalt lifts

Place in 2 equal lifts, min.

thickness if the existing pavement is less.

(match depth of existing asphalt) or 4" min.

Asphalt concrete pavement, type I for final surface treatment

See Pavement Preservation Typical Section perimeter (typ.)

Apply tack coat to patch

Existing ground (typ.)face full depth (typ.)

Saw cut vertical

Geotextile, class 2, type E

Limit of undercut crushed aggregate

Backfill with min. 6" pavement (typ.)

Existing asphalt concrete pavement (typ.)

Existing asphalt concrete

3.

2.

1.

400+00 to 482+00

400+00 to 482+00

400+00 to 482+00

Sheet 6 of 6

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:3

J u ly

B fh fl fi le s e rv e .f lh d

.f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \B

P

V T

P

R E

S

T Y

P .d g n

TYPICAL SECTIONS

PROJECT

B06

SCHEDULE A

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:0

J a n u a r y

T

A B

O F

Q U

A N

T S

C H

A S

H E

E T

M O

D E fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \g u is

\1 (4

H

W Y

D

E S

\C A

D D

\C -C

-G

U

IS

(4

Q n ty

.d g n

TABULATION OF QUANTITIES

PROJECT

C01

SCHEDULE B

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SCHEDULE C

:0

J a n u a r y

T

A B

O F

Q U

A N

T S

C H

B S

H E

E T

M O

D fh fl fi le s e rv e .f lh d .f h w a .d o t.

g o v \d a ta

\P R

O J E

C T

S \g u is

\1 (4

H

W Y

D

E S

\C A

D D

\C -C

-G

U

IS

(4

Q n ty

.d g n

TABULATION OF QUANTITIES

PROJECT

C02

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

.U S

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

NUMBER

SHEET

MS NP GUIS 15(4) C03

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

NUMBER

SHEET

MS NP GUIS 15(4) C04

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

C05

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

C06

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

C07

MS NP GUIS 15(4)

NOTES:

Devices" (MUTCD), latest edition.

on Uniform Traffic Control accordance with the "Manual

Construct and erect all signs in3.

directed by the CO.

Adjust actual locations of signs as2.

Details E633-01 & E633-03.

Install signs post supports according to1.

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SCHEDULES AND SUMMARIES

PROJECT

C08

MS NP GUIS 15(4)

Section 629 and as directed by the CO.

Install cellular confinement system according to 4.

Devices" (MUTCD), latest edition.

on Uniform Traffic Control accordance with the "Manual

Construct and erect all signs in3.

directed by the CO.

Adjust actual locations of signs as2.

Details E633-01 & E633-03.

Install signs post supports according to1.

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:5

N o v e m b e r

B a s e .B

E n g in e e r in g

S o f tw a r e \O p e n

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

E

.1

\C o n f ig u r a ti o n

\O r g a n iz a ti o n

C iv il

\F L

H

S td s W

S

.1

.2

.0

V

\C e ll

\F L

H C e ll s .c e l

SUMMARY

SHOULDER CROSS SLOPE

PROJECT

C09

30"x6 0.62'

RCP

INV 5.4

1'

2N

A

IL

2N

A

IL

TBAR

TBAR

9IN

PI

NE

SW

EET GUM

13IN

D

A D O

A K

IN

TBAR

TBAR

SUE LEVEL D

8" W L

SUE LEVEL D

6" SS FM

SUE LEVEL D

2" SS FM

SUE

LE

VEL D

2" S

S

FM

SUE LEVEL D

U/G ELEC

SUE

LE

VEL

D

U/ G

ELE

C

SUE LEVEL D

2" SS FM

SU

E

LE

VEL

D

SP

ARKLI

G H T

FO

SUE L

EVEL D

SP

ARKLIG

HT F

O

SUE LE

VEL D

SPARKLIG

HT C

ABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LE

VEL DAT&T FO

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

AT&T FO

SUE LEVEL D

AT&T FO

S U

E L

E V

E L D

S P

A R

K L

IG

H T C

A B

L E

SUE

LE

VEL D

AT&T

FO

S U E

LE

V

EL

D

S

PA

R K

LI

G H T

C A B

LE

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

8" W L

SUE LEVEL D

6" SS FM

SUE LEVEL D

2" SS FM

SUE

LE

VEL D

2" S

S

FM

SUE LEVEL D

U/G ELEC

SUE

LE

VEL

D

U/ G

ELE

C

SUE LEVEL D

2" SS FM

SU

E

LE

VEL

D

SP

ARKLI

G H T

FO

SUE L

EVEL D

SP

ARKLIG

HT F

O

SUE LE

VEL D

SPARKLIG

HT C

ABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LE

VEL DAT&T FO

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

AT&T FO

SUE LEVEL D

AT&T FO

S U

E L

E V

E L D

S P

A R

K L

IG

H T C

A B

L E

SUE

LE

VEL D

AT&T

FO

S U E

LE

V

EL

D

S

PA

R K

LI

G H T

C A B

LE

SUE LEVEL D

SPARKLIGHT CABLE

N

E 998756.3519

N 325817.3383

482+00

SCHEDULE A

BEGIN WORK M

A T C

H

LIN

E

PARK ROAD

R O

B E R T

M C G

H E E R

O A D

Construction baseline

Proposed edge of shoulder (typ.)

Existing edge of travelway (typ.)

Limit of construction (typ.)

482+00

Begin micro surfacing, e = ___

'443.36L =

'271.21T =

'305.00R =

(LT)83°17'15"Δ =

484+94.48PI

.2

486+ 66.64

PT

IN

V .4

"x

.6

'R

C P

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

26FT DRIP

LIVE OAK

24IN

35FT DRIP

LIVE OAK

24IN

35FT DRIP LINE

LIVE OAK

TRIPLE 24IN

SUE LEVEL DSUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL DSUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

N

M A

T C

H L

IN

E

M A

T C

H L

IN

E

PARK ROAD

Construction baseline

Existing edge of travelway (typ.)

Limit of construction (typ.)

and Bridge Plans for details See Boardwalk Plan and Profile Install boardwalk, and Bridge Plans for details See Boardwalk Plan and Profile Install boardwalk, U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

PARK ROAD

SCHEDULE ASCALE IN FEET

0 20 40

:4

A u g u s t

P a rk

R o a d

P a rk

R d

S h e t]

P

R O

J E

C T

S \g u is

\1 (4

H

W Y

D

E S

\C A

D D

\D -D

X X

-G U

IS

(4 p la n .d g n

CONSTRUCTION PLAN

PROJECT

D01

'R x 'S x .9

'R

C B

C

I N

V

.8

I N

V

.5

3" FM 3' below surface

SUE LEVEL A & B

(verified at station 491 to 491+50)

4" FM 3' below surface

SUE LEVEL A & B

(verified at station 491 to 491+50)

Water 9' below surface

SUE LEVEL A & B

(verified at station 490 to 493)

BH#2

BH#1

BH#4

BH#3

OHWM 2.31'

H

N D

H O

L E

F I E

L D L

O C

A T

E D

H A

N D

H O

L E

F I E

L D L

O C

A T

E D

2" SS FM

SUE LEVEL D SUE LEVEL D

2" SS FM 2" SS FM

SUE LEVEL DSUE LEVEL D

U/G ELEC

SUE LEVEL D

U/G ELEC

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

AT&T FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

M A

T C

H L

IN

E

M A

T C

H L

IN

E

Construction baseline

Proposed top of fill slope

See Note

See Standard 617-60 and Details ET 617-68A & ET 617-69.

490+83 to 491+13 & 491+36 to 491+66.

Install structure transition railing, 489+80 to 490+21 & 492+78 to 493+19.

Install TL-2 guardrail terminal section, and 491+66 to 492+78.

guardrail, Type B, 490+21 to 490+83

Install steel-backed timber

Remove 291' of guardrail, Proposed top of fill slope

See Bridge Plans precast bottomless culvert, Install 20' length by 34' span by 10' rise, Remove 24" reinforced concrete culvert, Proposed edge of travelway (typ.)

Proposed edge of shoulder (typ.)

Limit of construction (typ.)

See Note

Details ET 617-68A & ET 617-69.

See Standard 617-60 and

& 491+36 to 491+66.

railing, 490+83 to 491+13

Install structure transition

490+27 to 490+68 & 491+81 to 492+21.

Install TL-2 guardrail terminal section, 490+68 to 490+83 & 491+66 to 491+81.

Install steel-backed timber guardrail, Type B and Bridge Plans for details

See Boardwalk Plan & Profile

Replace boardwalk, N and Cross Sections for details

See Typical Sections

490+50 to 493+25, articulated concrete block, Place revetment mat, PARK ROAD and Cross Sections for details

See Typical Sections

490+88 to 491+61, articulated concrete block, Place revetment mat, Existing ground

Proposed profile

See Bridge Plans

Proposed bottomless culvert, Begin roadway approach

Begin roadway approach

End roadway approach End roadway approach elev. 1.35' elev. 3.47' elev. -2.52

491+25, bottom elev. -1.82'

Remove existing 24" reinforced concrete culvert, 491+24, bottom elev. -2.52'

Remove existing 24" reinforced concrete culvert, SCALE IN FEET

0 20 40

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

PLAN & PROFILE

CONSTRUCTION

SCHEDULE A

S02°53'42"E

489+50 490+00 490+50 491+00 491+50 492+00 492+50 493+00 493+50 494+00

-4 -4

-2 -2

0 0

2 2

4 4

6 6

8 8

10 10

12 12

V P

I

.5

V P

I

.2

V P

I

.0

V P

I

.7

-1.25%

-1.80%

-1.49%

MTL

NOTES:

1. See Barrier Summary for barrier locations.

2. Place revetment mat, articulated concrete block inside the box culvert.

See Bridge Plans.

:3

A u g u s t

A

L I_

M A

IN

P a rk

R o a d

P la n

-1

S h e

P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \D

-G U

IS

(4 p la n

.d g n

PROJECT

D02

18IN

18IN

NAIL

NAIL

24IN

20IN

TBAR

Z

T B

A R

TBAR

Z

T B

A R

18IN

18IN

18IN

N

AIL

N

AIL

18"

30" 30"

SUE LE

VEL D2" S

S FM

SUE LE

VEL DU/G

ELEC

SUE LEVEL D

U/G ELEC

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

S U

E LEV

EL D

2" S S

FM

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

U/G ELEC

SUE LE

VEL D2" S

S FM

SUE LE

VEL DU/G

ELEC

SUE LEVEL D

U/G ELEC

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

S U

E LEV

EL D

2" S S

FM

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

U/G ELEC

N

M A

T C

H L I

N E

M A

T C

H L I N

E

Proposed edge of shoulder (typ.)

Existing edge of travelway (typ.) Construction baseline

Limit of construction (typ.)

and Bridge Plans for details

See Boardwalk Plan and Profile

Install boardwalk, PARK ROAD

See Detail E633-A

497+11 to 497+29, Install speed hump, S 47°59'11"W e = ___

'270.85L =

'145.09T =

'305.00R =

(RT)50°52'53"Δ =

497+06.20PI

.1

.9

PT

102NAIL

102NAIL 8IN

8IN

8IN

8IN

12IN

TBAR

TBAR

12IN

30IN

12IN

20IN

12"

12IN

20IN

12"

10"

10"

10"

12"

12"

10"

14"

14"

24"

10"

12"

8"

8"8"

8"

NAIL

NAIL

8"

20"

8"

10"

8"

8"

6"

8"

6"

12"

16"

10"

TBAR

14"

10"

16"

20"

12"

8"

SUE LE

VEL D6" W

L

SUE LEVEL D

6" WL

30"

SUE LE

VEL D6" W

L

SUE LEVEL D

6" WL

30"

18"

16"

16" 10"

14"

MB

EB

TJB

EM

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

SUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

S U

E L

E V

E L D

" W

L

SUE LE

VEL D2" S

S FM

SUE LE

VEL DU/G

ELE

C

SUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

S U

E L

E V

E L D

U /G E

L E

C

S U

E L

E V

E L D

S S F

M SU

E LEVEL D

AT&

T FO

S U

E L

E V

E L D

A T

T F

O

S U

E L

E V

E L D

S P A

R K L

IG

H T F

O

S U

E L

E V

E L D

S P A

R K L

IG

H T C

A B L E

SUE LEVEL D

SPARKLIGHT CABLE

S U

E

LE

V E L D

S P A

R K

LIG

H T F

O

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT CABLE

S U

E L

E V

E L D

A T

T F

O

MB

EB

TJB

EM

SUE LEVEL D

U/G ELEC

SUE LEVEL D

2" SS FM

SUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

S U

E L

E V

E L D

" W

L

SUE LE

VEL D2" S

S FM

SUE LE

VEL DU/G

ELE

C

SUE LEVEL D

2" SS FM

SUE LEVEL D

U/G ELEC

S U

E L

E V

E L D

U /G E

L E

C

S U

E L

E V

E L D

S S F

M SU

E LEVEL D

AT&

T FO

S U

E L

E V

E L D

A T

T F

O

S U

E L

E V

E L D

S P A

R K L

IG

H T F

O

S U

E L

E V

E L D

S P A

R K L

IG

H T C

A B L E

SUE LEVEL D

SPARKLIGHT CABLE

S U

E

LE

V E L D

S P A

R K

LIG

H T F

O

SUE LEVEL D

SPARKLIGHT FO

SUE LEVEL D

SPARKLIGHT CABLE

SUE LEVEL D

SPARKLIGHT CABLE

S U

E L

E V

E L D

A T

T F

O

H

AN

D H

O

LE

FI

EL

D L

O C

AT

ED

H

AN

D H

O

LE

FI

EL

D L

O C

AT

ED

H

AN

D H

O

LE

FI

EL

D L

O C

AT

ED

H

AN

D H

O

LE

FI

EL

D L

O C

AT

ED

N

M A

T C

H L I N

E

M A T C

H L

IN

E

PARK ROAD

E A

G L E P

O

IN

T R

O A

D

Proposed edge of shoulder (typ.)

Existing edge of travelway (typ.)

Construction baseline electrical box Remove and reset

500+37 Adjust valve box, Limit of construction (typ.)

Install 34' metal gate, 501+38 Remove existing gate, 501+19 to 501+00 Remove and reset (key pad), 501+10 Remove mailbox (by others), U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

PARK ROAD

SCHEDULE ASCALE IN FEET

0 20 40

S47°59'11"W

S29° 38'1

1"W e = ___ '145.69L = '75.92T = '210.00R =

(RT)39°45'03"Δ =

502+91.69PI

e = ___ '108.20L = '55.04T = '240.00R =

(RT)25°49'51"Δ =

504+16.50PI

e = ___ '208.18L = '104.99T = '650.00R =

(LT)18°21'00"Δ =

500+05.35PI

.3

.5

.9

.7

.4

C

C

2 5

:0 e p te m b e r

P a rk

R o a d

P a rk

R d

-2

S h e

P

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S \g u is

\1 (4

H

W Y

D

E S

\C A

D D

\D -D

X X

-G U

IS

(4 p la n .d g n

CONSTRUCTION PLAN

PROJECT

D03

IN

8"

IN

8I

EB

EB

IN

IN

IN

12"

TBAR

TBAR

6"

NAI

L

NAI

L

10"

14"

8" 8" 14"

8"

IN

8I N

IN

10"

8IN

8I N

8"8"

12"

8"

8I N

N A

IL

N A

IL

10"

IN

12"

IN

10"

16"

IN

8"

10"

IN

IN

12"10"

IN

12"

12"

IN

IN

8"

N A

IL

N A

IL

IN

10"

IN

IN

IN

IN

10"

IN

IN

8IN

8"

10"

16"

8"

20" 10"

10"

8" 8"

8IN

10"

16"

24"

8"12"

8"10" 12"

12"

12"

8"

16"

10"

10"

12"

24"

9"

TB

A R4

TB

A R

S U E L

E V E L

D

S S F

M

SUE

LE

VEL D

2" S

S

FM

S U E L

E V E L

D

S S F

M

SUE

LE

VEL D

2" S

S

FM

10"

S U E L

E V E L

D

W L

SUE LEVEL D

6" WL

SUE LEVEL D

6" WL

S U E L

E V E L D

W L

S U E L

E V E L

D

W L

SUE LEVEL D

6" WL

SUE LEVEL D

6" WL

S U E L

E V E L D

W L

H A

N D

H O

L E

F

IE

L D L

O C

A T E D

H A

N D

H O

L E

F

IE

L D L

O C

A T E D

M B

S U E L

E V E L D

U /G E

L E C

SUE LEVEL D

U/G ELEC

SUE LE

VEL DU/G

ELEC

S U E L

E V E L D

A T

T F

O

M B

S U E L

E V E L D

U /G E

L E C

SUE LEVEL D

U/G ELEC

SUE LE

VEL DU/G

ELEC

S U E L

E V E L D

A T

T

O

E 997775.6746

N 324224.6246

508+42.10

SCHEDULE A

END WORK

M A

TC

H

LIN

E

504+

507+87 left

Remove and reset street light, 508+43 right

Remove and reset street light, Proposed edge of shoulder (typ.)

Existing edge of travelway (typ.)

Construction baseline

Remove and replace mailbox (by others)

Limit of construction (typ.)

508+42

End micro surfacing, 505+93, 18.66' right

504+86, 18.66' right to

Install RECP ditch, 96', PARK ROAD

505+50

Remove existing inlet, See Detail E602-07

Install 18" culvert, 505+35, See Detail E604-04

Install inlet, Type 5B, 505+35, U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

PARK ROAD

SCHEDULE ASCALE IN FEET

0 20 40

N 07°02'26"W e = ___

'284.94L =

'169.27T =

'210.00R =

(RT)77°44'30"Δ =

506+38.94PI

4+

.6

PC

4+

PC

.3

P

:4

A u g u s t

P a rk

R o a d

P a rk

R d

-4

S h e

P

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H

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\C A

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\D -D

X X

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(4 p la n .d g n

CONSTRUCTION PLAN

PROJECT

D04

485+72, 21.11' right

Boardwalk centerline, 4000+14.34

Begin boardwalk, N

PARK ROAD

SCALE IN FEET

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SOUTHBOUND BOARDWALK - SCHEDULE B

P I

.2

P I

.1

P I

.9

P I

.9

P I 4

.1

P I 4

.0

S °2

'5 "W

S01°49'18"E S 38°34'44"W

S02°57'03"E

S °4

'3 "E

.0

P

B

S10°50'17"W

4000+50 4001+00 4001+50 4002+00 4002+50 4003+00 4003+50 4004+00 4004+50

-2 -2

0 0

2 2

4 4

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

-3.00%

-1.00%

-6.31%

-2.45%

+1.00%

+3.0 0%

+0.00%1 .5

E

L .1

.6

.1

.1

.1

E

L

.1

I

V P

I

V P

I

V P

I

V P

I

V P

I

V P

I

:0

A u g u s t

S

B B o a r d w a lk

H

A

S B

B o a r d w a lk

S h e

P R

O J E

C T

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\1

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H W

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S \C

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-E X

X -G

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IS

(4 p la n .d g n

PLAN AND PROFILE

BOARDWALK

PROJECT

E01

MS NP GUIS 15(4)

M A T C

H L

IN

E

4005+89.39

Begin concrete boardwalk, End boardwalk, 4006+09.39

Begin boardwalk, End concrete boardwalk, 4008+10.25

End boardwalk, 493+34, 15.84' right, Boardwalk centerline, N

PARK ROAD

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SOUTHBOUND BOARDWALK - SCHEDULE B

P I

.0

S02°53'42"E

S21 °53 '29

"E

S02°53'42"E e = ___

'9.95L =

'5.02T =

'30.00R =

(RT)18°59'47"Δ =

4008+17.42PI

C4

.3

.1

P

4005+00 4005+50 4006+00 4006+50 4007+00 4007+50 4008+00 4008+50

-8 -8

-6 -6

-4 -4

-2 -2

0 0

2 2

4 4

6 6

8 8

10 10

12 12

14 14

-2.18%

+0.34% -0.03%

-6.31%

-1.06%

.5

E

L

.6

I

V P

I

V P

I

V P

I

V P

I

:1

J u ly

S

B B o a rd w a lk

H

A

S B

B o a rd w a lk

-1 -1

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(4 p la n .d g n

PLAN AND PROFILE

BOARDWALK

PROJECT

E02

MS NP GUIS 15(4)

M A T C H

LIN

E

BH#2

BH#4

TBAR

BH#3

NAIL

NAIL

NAIL

5000+18.03

Begin boardwalk, 5003+36.78

End boardwalk, 486+91, 20.93' left.

Boardwalk centerline, 489+88, 20.95' left

Boardwalk centerline, PARK ROAD

Existing profile

Proposed profile

N

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

NORTHBOUND BOARDWALK - SCHEDULE B

P I 5

.9

P I 5

.1

P I

.4

P I

.5

S2 4°

'0 9"

E

S '4 "E

S02° 55'07

"E

S08°52'35"W

S36°00'22"W

.0

P

B

.2

P

S '3 "E

5000+00 5000+50 5001+00 5001+50 5002+00 5002+50 5003+00

-2 -2

0 0

2 2

4 4

6 6

8 8

10 10

12 12

14 14

16 16

18 18

20 20

22 22

24 24

26 26

+8.

+6.0 0%

+0.00%

-7.65%

-2.35%

+0.49%

+0.00%

-7.65%

.4

E

L

.4

.4

.4

E

L

.4

E

L .1

V

V

V

V

V

V

:1

J u ly

N B

B o a rd w a lk

H

A

N

B

B o a rd w a lk

-1

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P R

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C T

S \g u is

\1 (4

H

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\C A

D D

\E -E

X X

-G U

IS

(4 p la n .d g n

PLAN AND PROFILE

BOARDWALK

PROJECT

E03

Z

T B

A R

N

6100+11.17

Begin boardwalk, 6101+71.38

End boardwalk, 485+68, 20.86' left

Boardwalk centerline, 497+13, 20.83' left

Boardwalk centerline, PARK ROAD

Existing profile

Proposed profile

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

ALLIGATOR POND BOARDWALK - SCHEDULE B

.4

P I

P I 6

.4

P I 6

.4

S '4

"E

S02 °40 '07

"W

S13°34'58 "W S

'4 "W

6100+00.00

POB

.9

PO

2 2

4 4

6 6

8 8

18 18

6100+00 6100+50 6101+00 6101+50

2 2

4 4

6 6

8 8

10 10

12 12

14 14

16 16

18 18

V

V

1 V

+1.89

+1.90

+1.33%

+1.89

.9

.1

.1

:1

J u ly

G a to r

B o a r d w a lk

G a to r P o n d

H A

S h e

P R

O J E

C T

S \g u is

\1 (4

H

W Y

D

E S

\C A

D D

\E -E

X X

-G U

IS

(4 p la n .d g n

PLAN AND PROFILE

BOARDWALK

PROJECT

E04

Offset 130.95'

Elevation 3.55'

505+63

Existing 18" RCP Culvert Outlet

Skew= 13° Right

Des. Grade = 8.62

18" x 145' Existing RCP Culvert

505+63

-190 -180 -170 -160 -150 -140 -130 -120

0 0

LC

Slope 0.54% Slope 1.01%

Existing ground

Remove existing inlet

Finished ground of ditch

Offset 23.66'

Elevation 4.11'

505+35, See Detail E604-04

Install Inlet, Type 5B, See Detail E602-07

505+38 to 505+40

Install 18" RCP Culvert, elev. 4.59'

U.S. DEPARTMENT OF TRANSPORTATION

PARK ROAD

GULF ISLANDS NATIONAL SEASHORE

DRAINAGE PROFILE

505+35 TO 505+63

-110 -100 -90 -80 -70 -60 -50 -40 -30 -20 -10 0

0 0

10 10 -2.0% +0.3% +0.8% +2.0%

+0.0%

1:

2.

Skew = 13° Right

8.62 Des Grade =

18" x 10' RCP Culvert

505+35

.9

.0

.3

A u g u s t

P a r k R o a d

.0

S h e

P R

O J E

C T

S \g u is

\1

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H W

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S \C

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D \K

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C

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A u g u s t

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A u g u s t

K01

NPS Drwg No. 635/186839 PMIS No. 237156

NUMBER

PROJECT

The Runoff Coefficient prior to construction is 0.33. The Runoff Coefficient after construction will be 0.38.

construction limits.

does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the

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

Phase I Establish Perimeter Controls

Sequence of Construction

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

measures.

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

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

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

Officer (CO).

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

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

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

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

General Guidelines

Response Center at 1-800-424-8802.

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

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

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

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

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

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

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

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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

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

The following discharges are prohibited:

Prohibited Discharges

Approximately 0.49 acres of new impervious surface will be created by the reconstructed roadway.

The total disturbed area for the project is approximately 1.47 acres. The receiving water is East Stark Bayou.

Soil disturbing activities include clearing and grubbing, and roadway excavation and grading.

micro surfacing, and other miscellaneous work.

replacement. This work includes the installation of a bottomless box culvert, grading, paving shoulders, This project consists of the construction of paved shoulders, boardwalks, culvert replacement, and guardrail

Project Description

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

equipment. Check staples and stakes to make sure they are securely in the ground.

for damage and erosion beneath the matting. Replacement of matting may be necessary if damaged by

Rolled erosion control product - inspect matting after every significant rainfall (0.5 inch or greater) event their rated capacity.

and for capacity. Immediately cease pumping and replace damaged filter bags, or bags that have reached

Filter bags - check the filter bags daily during dewatering operations for punctures, tears, or other damage, dams and bypass on the sides. Correct damages immediately.

Check dams - inspect check dams and channels after each runoff event for scour underneath the check inspection.

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

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

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

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

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

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

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

Remove all devices used for dewatering.

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

where vegetation has not established.

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

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

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

Phase III Final Construction / Stabilization areas.

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

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

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

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

Install inlet protection prior to diverting water through inlets.

runoff.

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

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days check dams in ditches along the roadway.

barrier in areas surrounding the culverts as called out in the Erosion and Sediment Control plans. Install Apply intermediate controls during rough grading operations. Install fiber roll or cofferdam and turbidity

Phase II Intermediate Controls

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

:2

M a rc h

M

P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \M

-G U

IS

(4 d g n

CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

2N

A

IL

TBAR

9IN

PI

NE

SW

EET GUM

13IN

D E A D O

A K

IN

TBAR

N

Limit of disturbance

Limit of wetland E 998756.3519

N 325817.3383

482+00

SCHEDULE A

BEGIN WORK M

A T C

H

LIN

E

PARK ROAD

R O

B E R T

M C G

H E E R

O A D

See Detail E157-04

Install 45 lnft fiber roll, See Detail E157-04

Install 208 lnft fiber roll, Limit of archeological site

LEGEND

Wetland Area

Disturbed Wetland Area, Permanent

Disturbed Wetland Area, Permanent, Below Mean High Tide

8 sqft

Disturbed wetland area, permanent, 93 sqft

Disturbed wetland area, permanent, BH#3

NAIL

NAIL

NAIL

26FT DRIP

LIVE OAK

24IN

35FT DRIP

LIVE OAK

24IN

35FT DRIP LINE

LIVE OAK

TRIPLE 24IN

2" SS FM

SUE LEVEL D

N

Limit of wetland

See Detail E157-04

Install 100 lnft fiber roll, Limit of disturbance

M A

T C

H L

IN

E

M A

T C

H L

IN

E

Limit of wetland

See Detail E157-04

Install 98 lnft fiber roll, Limit of archeological site

LEGEND

Disturbed Wetland Area, Permanent

Wetland Area permanent, 539 sqft

Total disturbed wetland area, 84 sqft below mean high tide, Disturbed wetland area, permanent, Disturbed Wetland Area, Permanent, Below Mean High Tideelev. 2.31'

Ordinary high water mark, elev. 1.35'

Mean high tide, elev. 1.35'

Mean high tide, elev. 2.31'

Ordinary high water mark, 112 sqft

Disturbed wetland area, permanent, U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SCHEDULE ASCALE IN FEET

0 20 40

:4

M a y

P a r k

R o a d

P a r k

R d

S h e

P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \M

-M X

X -G

U

IS

(4 p la n .d g n

PLANS

EROSION AND SEDIMENT CONTROL

PROJECT

M02

TBAR

24IN

2" SS FM

SUE LEVEL D

N

Limit of disturbance

Place cofferdam elev. 2.31'

Ordinary high water mark, Place cofferdam

Limit of disturbance

M A

T C

H L

IN

E

M A

T C

H L

IN

E

0PARK ROAD

Limit of wetland

Disturbed Wetland Area, Permanent

LEGEND

Wetland Area permanent, 4,142 sqft

Total disturbed wetland area, permanent, 5,001 sqft

Total disturbed wetland area, 1,068 sqft below mean high tide, Disturbed wetland area, permanent, 2,063 sqft below mean high tide, Disturbed wetland area, permanent, pile cap, 303 sqft

Structural impact, elev. 2.31'

Ordinary high water mark, elev. 1.35'

Mean high tide, elev. 1.35'

Mean high tide, Disturbed Wetland Area, Permanent, Below Mean

High Tide

218 sqft

Disturbed wetland area, temporary, temporary, 233 sqft

Disturbed wetland area, 5 sqft below mean high tide, permanent, Disturbed wetland area, 0 10 20

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

GULF ISLANDS NATIONAL SEASHORE

:3

A u g u s t

P a r k

R o a d

P la n

S h e

P R

O J E

C T

S \g u is

\1

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S \C

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D \M

-M X

X -G

U

IS

(4 p la n .d g n

PLANS

EROSION AND SEDIMENT CONTROL

PROJECT

M03

E 998500

18IN

18IN

24IN

18IN

NAIL

24IN

20IN

16IN

18IN

TBAR

Z

T B

A R

18IN

18IN

18IN

N

AIL

18"

30" 30"

N

See Detail E157-04

Install 190 lnft fiber roll, Limit of wetland

M A

T C

H L I

N E

M A

T C

H L I N

E

PARK ROAD

Limit of wetland

Limit of disturbance

Limit of disturbance

See Detail E157-10

Place filter bag, See Detail E157-08

Place temporary diversion berm, elev.=2.31'

Ordinary high water mark, Limit of wetlands

LEGEND

Disturbed Wetland Area, Permanent

Wetland Area

Disturbed Wetland Area, Permanent, Below Mean High Tide elev. 1.35'

Mean high tide,

el. 1.35'

Mean high tide, elev.=2.31'

Ordinary high water mark, permanent, 8 sqft

Disturbed wetland area, N

2N

A

IL

8IN

IN

8IN

12IN

TBAR

12IN

12IN

IN

20IN

12"

IN

20IN

12"

10"

10"

10"

12"

12"

10"

14"

14"

24"

10"

12"

8"

8"8"

8"

NAIL

8"

20"

8"

10"

8"

8"

6"

8"

6"

12"

16"

10"

TBAR

14"

10"

16"

20"

12"

20"

18"

16"

10"

16" 10"

14"

N

Limit of disturbance

Limit of disturbance

M A

T C

H L I

N E

M A

T C

H L I N

E

PARK ROAD

E A

G L E P

O I N

T R

O A

D

Limit of disturbance

1,107 sqft

New impervious surface, Disturbed Wetland Area, Permanent

Wetland Area

LEGEND

Disturbed Wetland Area, Permanent, Below Mean High Tide

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SCHEDULE ASCALE IN FEET

0 20 40

:0

A u g u s t

P a r k R o a d

P a r k R d

S h e

P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \M

-M X

X -G

U

IS

(4 p la n .d g n

PLANS

EROSION AND SEDIMENT CONTROL

PROJECT

M04

8"

IN

IN

IN

IN

12"

TBAR

6"

NAI

L

10"

14"

8" 8" 14"

8"

IN

8I N

IN

10"

8IN

8I N

8"8"

12"

8"

8I N

10"

IN

12"

IN

10"

16"

IN

8"

10"

IN

IN

12"10"

IN

12"

12"

IN

IN

8"

IN

N A

IL

IN

10"

IN

IN

IN

IN

10"

IN

IN

8IN

8"

10"

16"

8"

20" 10"

10"

8" 8"

8IN

10"

16"

24"

8"12"

8"10" 12"

12"

12"

8"

16"

10"

10"

12"

24"

9"

TB

A R

N

Limit of wetland

Limit of disturbance

Limit of disturbance

E 997775.6746

N 324224.6246

508+42.10

SCHEDULE A

END WORK

M A

TC

H

LIN

E

504+

Limit of disturbance

PARK ROAD

Limit of disturbance

632 sqft

New impervious surface, See Detail E157-04

505+19 to 505+85, Place check dams, Disturbed Wetland Area, Permanent

Wetland Area

LEGEND

Disturbed Wetland Area, Permanent, Below Mean High Tide

U.S. DEPARTMENT OF TRANSPORTATION GULF ISLANDS NATIONAL SEASHORE

SCHEDULE ASCALE IN FEET

0 20 40

:3

A u g u s t

P a r k R o a d

P a r k R d

S h e

P R

O J E

C T

S \g u is

\1

(4

H W

Y

D E

S \C

A D

D \M

-M X

X -G

U

IS

(4 p la n .d g n

PLANS

EROSION AND SEDIMENT CONTROL

PROJECT

M05

Use single lane closures from State Route 90 to Robert McGhee Road. 9.

workday/worknight.

Remove traffic control devices no longer needed at the end of each 8.

Remove all conflicting striping for each stage, as directed by the CO. 7.

Additional signs or other devices may be required at the direction of the CO. 6.

messages of the temporary portable changeable message signs.

these signs as directed by the CO. The CO will approve the final locations and

Use PCMS for maintenance of traffic operations during construction. Maintain 5.

from the CO prior to changing the speed limit and sign accordingly.

Maintain the existing posted speed limits during construction. Obtain approval 4.

for the duration of construction…