Plans - NP SER PMS FY24(1).pdf

DESCRIPTION OF PROJECT

16.33 Miles

work.

concrete pavement, full depth patching, and other miscellaneous include Type 2 micro surfacing, SAMI, thin lift overlay of asphalt identified roadways and parking areas. These activities

This project consists of the pavement preservation of

Project Manager Lead DesignerHighway Design Manager

32.3 Miles

(See Location Maps)

PROJECT NP SER PMS FY24(1)

N

KEY MAP

STATE OF FLORIDA

SCALE IN MILES

MELBOURNE

FT. LAUDERDALE

MIAMI

FORT MYERS

ST. PETERSBURG

TALLAHASSEE

JACKSONVILLE

ORLANDO

PROJECT NP SER PMS FY24(1)

NO SCALE

CANAVERAL NATIONAL SEASHORE

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

ROADS AND PARKING AREAS

PAVEMENT PRESERVATION OF PARK

FLORIDA

BREVARD, VOLUSIA COUNTIES

Alazar FelekeRamnik Satasiya

IMPROVEMENT

PROJECT LENGTH

LANE MILES

Iqbal Imam/Linnacy Zia

N

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JULY, 2024

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

100% PLANS

ROAD:

PLANS FOR PROPOSED PROJECT

NP SER PMS FY24(1)

Call Sunshine811 prior to digging:

811 or (800) 432-4770 (FL) www.sunshine811.com

NATIONAL

PARK

SERVICE

INDEX TO SHEETS

SPECIFICATIONS:

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

"Standard Specifications for Construction of Roads

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Summaries and Schedules

Temporary Traffic Control

DESCRIPTION

SHEET

NO

A01

A02-A03

A04-A07

B01-B05

C04-C10

N01-N03

S01-S13 Standards And Details

M01 Erosion and Sediment Control Narrative

C01-C03 Tabulation of Quantities

A08-A09 Project Schedule & Route Identification

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PROJECT

NUMBER

SHEET

PROJECT

NUMBER

SHEET

A01

NPS Drwg No. 639/192370 NPS PMIS Nos. 335036 and 335037

NP SER PMS FY24(1)

0.00EL.

BH TP

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 spa.

shldr.

sec.

SC

SADT

S spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south 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

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft 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.

VC

V vertical point of intersection vehicles per hour varies vertical curve design speed

W west 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

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft

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 CANAVERAL NATIONAL SEASHORE

flg.

fin.

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 directional distribution factor 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

HW

HLSD

hex.

hdwl.

inv.

INF

ID

K jt.

high water headlight sight distance hexagon headwall invert infinite inside diameter

K-Value joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

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

gnd or grnd galv.

GAB

ga.

HW

HLSD

hex.

hdwl.

footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance 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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SYMBOLS AND ABBREVIATIONS

PROJECT

A02

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL 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

Stress Absorbing Membrane InterlayerSAMI single solid yellowSSY single solid whiteSSW

Bipartisian Infrastructure LawBIL

National Park ServiceNPS

Sheet 2 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

(CANA)

PMS FY24(1)

Project: NP SER

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

NO SCALE

Sheet 1 of 4

NOTE:

Coordinate with the CO before using any location for the staging area.

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LOCATION MAP

PROJECT

A04

NO SCALE

SEE DETAIL IN A06

AREA 1

SEE DETAIL IN A07

AREA 2

U.S. DEPARTMENT OF TRANSPORTATION

KEY MAP

Sheet 2 of 4

CANAVERAL NATIONAL SEASHORECANAVERAL NATIONAL SEASHORE

NOTE:

Coordinate with the CO before using any location for the staging area.

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LOCATION MAP

PROJECT

A05

AREA 1

See Key Map on Sheet A05

U.S. DEPARTMENT OF TRANSPORTATION

AREA 1

Sheet 3 of 4

CANAVERAL NATIONAL SEASHORECANAVERAL NATIONAL SEASHORE

NOTE:

Coordinate with the CO before using any location for the staging area.

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LOCATION MAP

PROJECT

A06

See Key Map on Sheet A05

U.S. DEPARTMENT OF TRANSPORTATION

AREA 2

Sheet 4 of 4

CANAVERAL NATIONAL SEASHORE

NOTE:

Coordinate with the CO before using any location for the staging area.

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LOCATION MAP

PROJECT

NUMBER

SHEET

A07

NPS PMIS Nos 335036 and 335037 NPS Drwa No 639/192370

PROJECT

SHEET

NUMBER

NP SER PMS FY24(1) ADS

AREA 1

PROJECT SCHEDULE & ROUTE IDENTIFICATION

Access GPS Coordinates

Length Lane Treatment Sheet Schedule Route No. Route Name Area (sqft)

Type (miles) (miles) Type Number Begin_Lat Begin_Long End_Lat End_Long

A Public CANA-0013 AD APOLLO BEACH ROAD 28.938791 -80.831823 28.857815 -80. 776368 6.60 745747 .00 6.600 SAMI A06

B Public CANA-0010 PD PLAYALINDABEACH ROAD 28.651089 -80.629753 28.702334 -80.667464 4.3 469973.00 4.3 Micro-Surf. A07

B Public CANA-0300 PD PLAYALINDA ACCESS ROAD 28.643446 -80.696526 28.651011 -80.629772 4.22 572637.00 8.44 Micro-Surf. A07

C Public CANA-0205 AD ELDORA LOOP ROAD 28.919756 -80.818209 28.909252 -80.811186 1.21 94554.00 1.210 SAMI A06

C Public CANA-0931 AD PARKING #1 28.936932 -80.829901 - - - 49482.00 0.85 SAMI A06

C Public CANA-0932 AD PARKING #2 28.910947 -80.812153 - - - 12839.00 0.22 SAM! A06

C Public CANA-0933 AD PARKING #3 28.898409 -80.803473 - - - 12984.00 0.22 SAM! A06

C Public CANA-0934 AD PARKING #4 28.885101 -80.794418 - - - 12667.00 0.22 SAM! A06

I C Public CANA-0937 AD PARKING #7 28.912321 -80.817991 - - - 10660.00 0.18 SAMI A06

C Public CANA-0938 AD PARKING #8 28.909493 -80.818462 - - - 13557.00 0.23 SAMI A06

I C Public CANA-0939 AD PARKING #9 28.908661 -80.815325 - - - 8874.00 0.15 SAMI A06

I

I

I

NO. DATE BY REVISIONS

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

PROJECT SCHEDULE & ROUTE

IDENTIFICATION

AREA 1

Sheet 1 of 2

SHEET

NUMBER

NP SER PMS FY24(1) A09

AREA2

PROJECT SCHEDULE & ROUTE IDENTIFICATION

GPS Coordinates Length Sheet

Schedule Access

Route No. Route Name Area (sqft) Lane Treatment

Type (miles) (miles) Type Number Begin_Lat Begin_Long End Lat End _Long

D Public CANA-0901 PD PARKING # 1 28.654932 -80.632110 - - - 28772.00 0.49 Thin-Lift A07

D Public CANA-0902 PD PARKING #2 28.656909 -80.633404 - - - 36304.00 0.62 Thin-Lift A07

D Public CANA-0903 PD PARKING #3 28.659059 -80.635044 - - - 31067.00 0.53 Thin-Lift A07

D Public CANA-0904 PD PARKING #4 28.661045 -80.636472 - - - 39969.00 0.69 Thin-Lift A07

D Public CANA-0905 PD PARKING #5 28.66691 -80.640706 - - - 33407.00 0.57 Thin-Lift A07

D Public CANA-0906 PD PARKING #6 28.66922 -80.642375 - - - 38741.00 0.67 Thin-Lift A07

D Public CANA-0907 PD PARKING #7 28.671862 -80.644300 - - - 34681.00 0.60 Thin-Lift A07

E Public CANA-0935AZ AD PARKING #5 A 28.858492 -80. 776827 - - - 2997.00 0.05 Thin-Lift A06

E Public CANA-0935B Z AD PARKING #5 B 28.858294 -80. 776821 - - - 1494 0.03 Thin-Lift A06

E Public CANA-0935CZ AD PARKING #5 C 28.858054 -80.776497 - - - 2939.00 0.05 Thin-Lift A06

E Public CANA-0940 AD BOAT RAMP PARKING 28.934882 -80.829162 - - - 32553.00 0.56 Thin-Lift A06

E Public CANA-0941 AD TURTLE MOUND PARKING 28.930173 -80.825432 - - - 6359.00 0.11 Thin-Lift A06

E Public CANA-0945 AD VISITOR CENTER PARKING 28.927142 -80.824252 - - - 18936.00 0.33 Thin-Lift A06

F Admin CANA-0914 PD RANGER STATION PARKING 28.927142 -80.824252 - - - 13201.00 0.23 Thin-Lift A07

G Public CANA-0900 PD PLAYALINDA ENTRANCE PULL OFF 28.644498 -80.684386 - - - 3810.00 0.07 Thin-Lift A07

G Public CANA-0908 PD PARKING #8 28.678298 -80.648793 - - - 43430.00 0.75 Thin-Lift A07

I G Public CANA-0909 PD PARKING #9 28.685656 -80.654895 - - - 29732.00 0.51 Thin-Lift A07

G Public CANA-0910 PD PARKING # 10 28.68828 -80.65703 - - - 30054.00 0.52 Thin-Lift A07 I

G Public CANA-0911 PD PARKING #11 28.694453 -80.661720 - - - 13174.00 0.23 Thin-Lift A07

G Public CANA-0912 PD PARKING #12 28.697773 -80.664165 - - - 16057.00 0.28 Thin-Lift A07

G Public CANA-0913 PD PARKING #13 28.701631 -80.66698 - - - 12742.00 0.22 Thin-Lift A07

G Public CANA-0915 PD COUNTACT STATION RV PULL OUT 28.645186 -80.683258 - - - 2816.00 0.05 Thin-Lift A07

G Public CANA-0916 PD VISTA #1 28.646125 -80.677429 - - - 7412.00 0.13 Thin-Lift A07

G Public CANA-0917 PD VISTA #2 28.65078 -80.667898 - - - 12278.00 0.21 Thin-Lift A07

G Public CANA-0918 PD VISTA #3 28.651933 -80.663457 - - - 6586.00 0.11 Thin-Lift A07 I

G Public CANA-0919 PD VISTA #4 28.651769 -80.65996 - - - 6363.00 0.11 Thin-Lift A07

G Public CANA-0920 PD VISTA #5 28.651715 -80.644599 - - - 9647.00 0.17 Thin-Lift A07 I

G Public CANA-0921 PD VISTA #6 28.651873 -80.640358 - - - 4592.00 0.08 Thin-Lift A07

I G Public CANA-0922 PD VISTA #7 28.651724 -80.635857 - - - 5264.00 0.09 Thin-Lift A07

G Public CANA-0923 PD VISTA #8 28.651837 -80.632876 - - - 5284.00 0.09 Thin-Lift A07

G Public CANA-0947 PD EDDY CREEK PARKING 28.675494 -80.647876 - - - 29197.00 0.50 Thin-Lift A07

NO. DATE BY REVISIONS

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

PROJECT SCHEDULE & ROUTE

IDENTIFICATION

Sheet 2 of 2 cross slope Match existing

Limits of disturbance

STRESS ABSORBING MEMBRANE INTERLAYER (SAMI)

PAVEMENT PRESRVATION TYPICAL SECTION

See Pavement / Surface Summary Sheets For Roadway or Surface Dimensions

Roughness)

1.125" depth, <0.3 Million ESAL, Type IV inch Nominal Maximum Size Aggregate (NMSA), -8

Thin Lift Asphalt Concrete Pavement (Gyratory Mix, Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

Existing ground (typ.)

See Note 3

Chip Seal,Type 1C stations within project limits.

Do not disturb existing loop detectors or count treatment.

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 E414-01A 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.

NOTES:

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.

NOT TO SCALE

C L

Tack Coat

Sheet 1 of 5

U.S. DEPARTMENT OF TRANSPORTATION

CHIP SEAL

CANAVERAL NATIONAL SEASHORE

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TYPICAL SECTIONS

PROJECT

B01 cross slope Match existing

Limits of disturbance

MICRO SURFACING

Existing ground (typ.)

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

treatment.

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 E414-01A 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

Sheet 2 of 5

U.S. DEPARTMENT OF TRANSPORTATION

MICRO SURFACING

CANAVERAL NATIONAL SEASHORE

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TYPICAL SECTIONS

PROJECT

B02

Limits of disturbance

THIN LIFT

See Pavement / Surface Summary Sheets For Roadway or Surface Dimensions

IV Roughness)

(NMSA), 1.125" depth, <0.3 Million ESAL, Type inch Nominal Maximum Size Aggregate -8

Mix, Thin Lift Asphalt Concrete Pavement (Gyratory

Existing asphalt pavement

Existing aggregate base

Existing asphalt surface cross slope Match existing

Existing ground (typ.)

Tack Coat treatment.

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 E414-01A 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.

NOTES:

roadway elevations according to Detail E401-01.

Construct pavemet transitions to match existing 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.

9.

8.

7.

6.

NOT TO SCALE

C

Sheet 3 of 5

U.S. DEPARTMENT OF TRANSPORTATION

THIN LIFT

CANAVERAL NATIONAL SEASHORE

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TYPICAL SECTIONS

PROJECT

B03 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 full depth (typ.)

Saw cut vertical face

Remove pavement to expose subbase perimeter (typ.)

Apply tack coat to patch

3' min.

Varies

SECTION A-A

Asphalt concrete pavement, type I

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

thickness if the existing pavement is less.

Place in 2 equal lifts, min.

Apply tack coat between asphalt lifts

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

See Pavement Preservation Typical Section for final surface treatment

Existing Ground (typ.)

NOT TO SCALE

pavement (typ.)

Existing asphalt concrete

3.

2.

1.

Sheet 4 of 5

U.S. DEPARTMENT OF TRANSPORTATION

PAVEMENT PATCHING

CANAVERAL NATIONAL SEASHORE

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TYPICAL SECTIONS

PROJECT

B04

<Jl ffi <Jl

C.

z

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NO. DATE BY

See Pavement Preservation Typical Section, - - - Asphalt Concrete Overlay, ¾-inch NMSA

Mill existing asphalt concrete pavement - (See Transitional Milling Table) gutter or walkway r:::

Existing asphalt concrete pavement

- Existing base Existing concrete �

-7-� c--- -t

LI)

- =±-�====:c-�f�-p�=7

L---- - -

REVISIONS

L---------------------

Asphalt Pavement Milling

Width Varies I (See Transitional Ml1/ing Table)

VIEWA

TRANSITIONAL MILLING TABLE

Milling depth Milling width

(in) (ft) *

0 to 1 3

1 to 2 6

2 to 3 9

3 to 4 12

* See Notes 2, 3, and 4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

NOTTO SCALE

NPS PMIS Nos. 335036 and 335037 NPS Drwc No. 639/192370

PROJECT SHEET

NUMBER

NP SER PMS FY24(1) BOS

NOTES:

1. Construct roadway pavement transitions to match existing roadway elevations according to Detail E401-01.

For parking areas, refer to the notes below and the Transitional Milling Table.

2. Match existing sidewalk, ADA ramps and gutter elevations by milling according to View A and Transitional Milling Table or as directed by the CO. Transition to existing pavement elevations according to Detail E401-01.

3. Extend milling width at ADA accessible ramps to ensure that there is no more than a 5 percent grade at any direction of the ramp approach.

4. Extend milling at accessible parking spaces and aisle to ensure the finished treatment will have a slope no steeper than 2.08 percent in any direction unless existing slope is steeper than 2.08 percent. If existing slope is steeper than 2.08 percent, extend milling so finished treatment will have a slope no steeper than existing in any direction.

CANAVERAL NATIONAL SEASHORE

TYPICAL SECTIONS

TRANSITIONAL MILLING

Sheet 5 of 5

SHEET

NUMBER

NP SER PMS FY24(1) cot

SCHEDULE A

Estimated Quantities

Line Pay Item

Item Pay Item Description Unit No.

Number Bid

Schedule

A0lO0 15101-0000 MOBILIZATION LPSM ALL

A0ll0 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 50

A0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 75,000

A0160 40702-0300 CHIP SEAL, TYPE lC SQYD 90,000

A0170 41201-0000 TACK COAT TON 75

A0180 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 850

A0190 41401-2000 CRACKS, CLEANING AND SEALING LNFT 3,000

A0200 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 60

A0220 43102-0000 SQYD 90,000

THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 1.125" DEPTH, <0.3 MILLION ESAL, TYPE IV ROUGHNESS)

A0230 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID LNFT 75,000

A0240 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0250 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2

A0260 63701-0000 FIELD OFFICE EACH 1

SCHEDULE B

Estimated

Quantities Line

Pay Item Item Pay Item Description Unit

No.

Number Bid

I

Schedule

B0100 15101-0000 MOBILIZATION LPSM ALL

B0110 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

I

B0120 15401-0000 CONTRACTOR TESTING LPSM ALL

B0130 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 50

I B0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS LNFT 92,000

B0150 40901-2000 MICRO SURFACING, TYPE 2 SQYD 125,000

B0160 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 1,200

I

B0170 41401-2000 CRACKS, CLEANING AND SEALING LNFT 400

I

B0180 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 300

B0190 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID LNFT 95,000

B0200 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

B0210 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2

NO. DATE BY REVISIONS

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

TABULATION OF QUANTITIES

Sheet 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

Sheet 2 of 3

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TABULATION OF QUANTITIES

PROJECT

C02

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

Sheet 3 of 3

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TABULATION OF QUANTITIES

PROJECT

C03

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 1 of 7

CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C04

Sheet 2 of 7

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C05

Sheet 3 of 7

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C06

U.S. DEPARTMENT OF TRANSPORTATION

Sheet 4 of 7

CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C07

Sheet 5 of 7

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C08

Sheet 6 of 7

U.S. DEPARTMENT OF TRANSPORTATION CANAVERAL NATIONAL SEASHORE

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SUMMARIES AND SCHEDULES

PROJECT

C09 il' i--

I

I

I

I

I

NO. DATE BY

PERMANENT SIGN SUMMARY

LOCATION Schedule D Schedule E Schedule G

0:: PANEL SIZE Pay Item Pay Item Pay Item w

>- 63304-0100 63304-0100 63304-0100 :E I-

.. SIGNS, SIGNS, SIGNS,

z MUTCD SIGN TEXT :c I- COLOR COMBINATION

I-

NO. :i::: C( z STEEL STEEL STEEL w I-

C, w <C I- C

0:: ::::, PANELS, PANELS, PANELS,

::::, � w C( 0' TYPE 3 TYPE 3 TYPE 3 0 :i:::

0:: w SHEETING SHEETING SHEETING

C

STATION

Ill Inch Inch Sqft SQFT SQFT SQFT

CANA-

RS-104 Recreational Vehicle 24 24 4.00 White on Brown 3 12.0

CANA-

R8-3a NO PARKING 18 24 3.00 Red on White 2 6.0

CANA-

R8-3a NO PARKING 18 24 3.00 Red on White 1 3.0

Subtotal this Sheet 12.0 6 3

CONSTRUCTION SIGN SUMMARY

PANEL SIZE

>- Section 635 I-

:i::: I- I-

:i::: C( COLOR COMBINATION z TEMPORARY SIGN TEXT I- C, w <C REMARKS

C � ::::, TRAFFIC

� w C( 0' CONTROL SIGNS :i:::

(in) (in) (sqft) SQFT

BIL Sign 72 48 24 White on Green 2 48 See Detail E635-15

ROAD CLOSED 48 30 10 Black on White 2 20 R11-2 PARKING CLOSED 48 30 10 Black on White 2 20 R11-2 (Modified)

ROAD CLOSED AHEAD 36 36 9 Black on Orange 2 18 W20-3

PARKING CLOSED AHEAD 36 36 9 Black on Orange 2 18 W20-3 (Modified)

ONE LANE ROAD AHEAD 36 36 9 Black on Orange 2 18 W20-4

FLAGG ER 36 36 9 Black on Oranqe 2 18 W20-7

Subtotal this Sheet 160

Note: Construct and erect all signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition. * For information only

REVISIONS U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

NPS PMIS Nos 335036 and 335037 NPS Drwa No 639/192370

PROJECT SHEET

NUMBER

NP SER PMS FY24(1) ClO

NOTES:

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

2. Traffic control devices including barricades, type 3 may be used as approved by the CO.

3. Place all temporary traffic control signs within the NPS right of way.

4. Install permanent signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition.

5. Refer to Detail E633-03 for installation of sign post.

CANAVERAL NATIONAL SEASHORE

SUMMARIES AND SCHEDULES

Sheet 7 of 7 ii'

Project Description

This project consists of the pavement preservation of identified roadways and parking areas.

These activities include pavement Type 2 micro surfacing, SAMI, thin lift overlay of asphalt concrete pavement, full depth patching, and other miscellaneous work.

Soil disturbing activities are minimal in the project and do not exceed 1 acre. If more than 1 acre will be disturbed, contact the CO before any disturbance.

No new impervious surface will be created by the reconstructed roadway. The receiving waterbody will be Atlantic Ocean.

Prohibited Discharges

The following discharges are prohibited:

Wash-water from concrete, paint, curing compounds, and other construction materials Fuels, oils, equipment-related compounds Soaps, solvents used for vehicle washing Waste, garbage, sanitary waste

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Solid waste generated from the project will consist of construction debris, garbage, and empty containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Hazardous waste will not be generated from normal construction activities. Equipment fueling and maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

Store all hazardous waste materials in appropriate and clearly marked containers away from other non waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of material according to Federal, State, and local regulations.

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National Response Center at 1-800-424-8802.

General Guidelines

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

The work consists of applying measures throughout the life of the project to control erosion and to minimize the sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting Officer (CO).

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

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

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

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

Sequence of Construction

Phase I Establish Perimeter Controls

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment does not leave the project site. Perimeter controls include fiber roll and other specified measures outside the construction limits.

NO. DATE BY REVISIONS

:;i1----+-- -----l----+-- - - - - - - - - -- - - - -----I

NPS PMIS Nos 335036 and 335037 NPS Drwa No 639/192370

PROJECT

NP SER PMS FY24(1)

Phase II Intermediate Controls

Apply intermediate controls during rough grading operations. Install fiber roll in areas surrounding the culverts.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 days within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

At the end of each day's grading operations, shape earthwork to minimize and control erosion from storm runoff.

Install inlet protection prior to diverting water through inlets.

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed culverts.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging areas.

Phase III Final Construction / Stabilization

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

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

Remove all other perimeter controls when directed by the CO.

Maintenance and Inspection Procedures

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices according to Section 157, the details shown in the plans, and the individual permitting requirements.

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of

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

SHEET

NUMBER

MOl

Inlet protection - Inspect to ensure that inlet protection remains firmly in place and is not damaged or clogged. Clean clogged inlet protection or replace clogged or damaged inlet protection as necessary.

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

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

CANAVERAL NATIONAL SEASHORE

EROSION AND SEDIMENT

CONTROL NARRATIVE

See Detail E635-15.

3. Place Bipartisan Infrastructure Law Sign at the beginning and end of project.

2. See Section 635 for temporary traffic control requirements.

1. See Sheet N02 for temporary traffic control closure details.

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PROJECT

N01

NP SER PMS FY24(1)

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TEMPORARY TRAFFIC CONTROL

Sheet 1 of 3

CANAVERAL NATIONAL SEASHORE

Varies

500'

500'

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

(Mounted on Type 3 Barricade)

48"x30"

R11-2 (Modified)

TYPICAL PARKING AREA CLOSURE

Barricade Type 3 (typ.)

PARKING

CLOSED

PARKING

CLOSED

CLOSED

PARKING

AHEAD

36"x36"

W20-3 (Modified)

36"x36"

W20-3 (Modified)

CLOSED

PARKING

AHEAD

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PROJECT

N02

NP SER PMS FY24(1)

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TEMPORARY TRAFFIC CONTROL

Sheet 2 of 3

CANAVERAL NATIONAL SEASHORE

500' 500'

TYPICAL ROAD CLOSURE

Barricade Type 3 (typ.)

36"x36"

W20-3

CLOSED

ROAD

AHEAD

36"x36"

W20-3

CLOSED

ROAD

AHEAD

500' 500'

R11-2

Road Closed

R11-2

Road Closed

CLOSED

ROAD

500 FT

(Mounted on Type 3 Barricade)

W20-3 MOD

CLOSED

ROAD

500 FT

(Mounted on Type 3 Barricade)

W20-3 MOD

Cent�r Rdc::=====------=;..._- Coqurna Pi Hd

Begin Project nt

- -t

Pla:,,allnda Bear.n R

C .

a:

""fl er:

0..

('Z Ill a.

NO. DATE BY

Ill

REVISIONS

�1------1--- --l--__, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __, 1---------1----+-__, ________________ __, Nl-------1-- - --l--__, _ _ _ _ _ _ __ _ _ _ _ _ __ ___, �1---------1-- - --l--__, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __, NW

39tl'i st.

u.

Cl

-0

1, N

€aruveral

End Project

John F Kennedy

Sp,.-.::e Center

--iH.nppy Creek Rd

NPS PMIS Nos. 335036 and 335037 NPS Drw No. 639/192370

NOTES:

PROJECT

NP SER PMS FY24(1)

1. Install temporary traffic control devices for advanced signing prior to beginning construction activities and maintain devices through the completion of all work or as directed by the CO.

2. Space signs at intervals of 350 feet minimum, unless noted otherwise. Obtain approval from the CO for the final location and spacing of temporary traffic control devices.

3. Layout traffic control devices for lane closure with flagger according to Standard 635-6.

4. Coordinate with the CO for lat/long of the beginning and ending of the project.

5. Plan shows CANA-0300 Playalinda Beach Access road.

IPCMSI

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

Portable Changeable Message Sign

CANAVERAL NATIONAL SEASHORE

SHEET

NUMBER

N03

TEMPORARY TRAFFIC CONTROL

ADVANCED SIGNING PLAN

Sheet 3 of 3 L......L.--....L-..J... ______________ .....J"--------------------------------------1....-----------....i..--------------------------

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

E157-04 height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection detail.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

Furnish wood stakes meeting the requirements of ground and 3 inches protruding above the roll.

length to attain a minimum of 12 inches into the section of 2-inch x 2-inch and of sufficient

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place the fiber roll.

1-inch that may interfere with proper function of including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

FIBER ROLL

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2016

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S01

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e1-e2]=T, or K*[d1-d2]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

E401-01

NO SCALE

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e2)

Overlaid elevation (e1)

(Full depth of existing asphalt pavement Saw cut

K Transition length variable (See table)

(for table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d1

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(for Table, d - d = effective overlay thickness)

1 PAVEMENT TRANSITIONS

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: FEBRUARY 2013

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S02

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

NOTES:

from the existing surface

Squeegee excess material

4.

3.

2.

1.

crack width.

See Subsection 414.06 for minimum to ensure adhesion to existing surface.

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and

Greater than 1"

See Note 3

1" or less

" below existing surface 4 " to8

Fill crack with hot applied crack filler to

Seal crack with hot-applied crack sealant below existing surface " 4

" to8

Screed material to

NO SCALE

EFLHD DETAIL

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

E414-01A

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S03

"R2

"R8

1" Grout

" Sealant 2

PLAN VIEW

SECTION B-B SECTION A-A

See Note 3

Steel rod

1" R

"4 surface

Pavement "

See Note 4

#4 Reinforcing steel (typ.)

1' (typ.)

" (typ.)16

72 A

A

BB

6' - 7'

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

1' 1'

" (typ.)2

" (typ.)2

PLAN VIEW

C

C

SECTION C-C

Formed hole for pin (typ.)

Formed hole for pin (typ.)

Formed hole for pin (typ.)

" Sealant 2

1" Grout

See Note 3

Steel rod

"R8

1" R

1 surface

Pavement

"R2

2" "8

"4

"4

2"

"8

4"

See Note 4

#4 Reinforcing steel (typ.)

"8

6' - 7'

' - 7

Wheelstop

W h e e lsto p

Varies obstructions as directed by the CO.

* Increase distance for wall or other

"2

HEAD-ON PARKING

ANGULAR PARKING

Edge of pavement

WHEELSTOP LAYOUT

CONCRETE WHEELSTOP WITH DRAIN

CONCRETE WHEELSTOP WITHOUT DRAIN

Stall lines

Stall lines

6" (min.)*

1' 1'1'-6" (typ.)

Edge of pavement

CONCRETE WHEELSTOP

NOTES:

3.

2.

1.

1 inch of ends of wheelstop.

Extend the reinforcing steel to within

Subsection 609.08.

-inch steel rods according to 4 steel or

Pin the wheelstops with No. 6 reinforcing the approval of the CO.

to meet manufacturer's standards with

Variations in wheelstops will be allowed perpendicular to stall lines.

Center wheelstops between and

6' - 7'

6' - 7'

"4

E609-03

4.

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S04

H

W

3W

H

W 4

W 4 W 4

W

W 6

W

W

W m in

6' (min.)

m in

W

W of curb

Front face

** See Note 3

* See Note 2 pavement

Edge of

6' (min.)

m in shoulder

Edge of

6' (min.)

m in pavement

Edge of

POST TYPE

POST

SINGLE

POST

DOUBLE

POST

TRIPLE

POST

QUADRUPLE

POST SIZE TABLE

MAXIMUM SIGN AREA (SQFT)

4" x 4"

SIZE

POST

4" x 6"

6" x 6"

2" 12 ga.

2" 12 ga.

Class B

10 ga.

2" x 2"

10*

10*

10*

10*

24**

SIGN STRUCTURES

m a x

H /5 o r m a x

H /5 o r m a x

H /5 o r

SINGLE POST DOUBLE POST TRIPLE POST QUADRUPLE POST

(min.)

2'

W

ROADSIDE SIGN IN RURAL DISTRICT

WITHOUT SHOULDER WITH SHOULDER

WITH ADVISORY SPEED PLAQUE

OR RESIDENTIAL DISTRICT

ROADSIDE SIGN IN BUSINESS

Wood

U-Channel Steel

Steel

Square Tubular

Resistant Steel

Corrosion m a x

W

W

W

(typ.)

2" (max.)

(typ.)

2" (max.)

(typ.)

2" (max.)

NOTES:

additional information.

Refer to Section 2A.21 of the MUTCD, latest edition, for

U-channel steel and square tubular steel posts.

Refer to Detail E633-04 for bracing details for wood, for wood, U-channel steel and square tubular steel posts.

Refer to Detail E633-03 for breakaway support details for corrosion resistant steel posts.

Refer to Detail E633-02 for breakaway support details according to manufacturer's recommendations.

panel area is equal to 24 square feet, use slip base

For square tabular steel double posts for which the sign feet or less but W is over 4 feet, use double posts.

steel posts for which the sign panel area is 10 square

For U-channel, square tubular, and corrosion resistant

Uniform Traffic Control Devices" (MUTCD), latest edition.

Locate and set sign height according to the "Manual on

7.

6.

5.

4.

3.

2.

1.

E633-01

NO SCALE

STOP

SPEED

LIMIT

M PH

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S05

Sign panel

4''Existing ground

Existing ground m in m in m a x

S e e N o te

Traffic flow

Tr af fic fl ow

Tr af fic fl ow

U-CHANNEL STEEL POST SQUARE TUBULAR STEEL POST WOOD POST

POST SIZE HOLE DIAMETER

6'' x 6''

1.5''

2''

3'

4'

4'

BREAKAWAY SIGN SUPPORT

t o s p li c e o v e r la p

Existing ground

(MIN.)

(D) m in

See Table

Holes (See Table)

WOOD AND STEEL POSTS

BREAKAWAY SIGN SUPPORT

m a x th is fa ce o f p os t)

(M ou nt si gn p an el on th is fa ce o f p os t)

(M ou nt si gn p an el on

See Notes 5 and 6

Galvanized steel corner bolt

See Notes 5 and 6

Anchor (12 ga. min.)

U-channel sign post

Square tubular sign post

Wood sign post

Stub bolts, nuts and washers

" dia. galvanized 16

Four

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

latest edition, for additional information.

Refer to Section 2A.21 of the MUTCD, details.

Refer to Detail E633-04 for sign bracing details.

Refer to Detail E633-01 for sign mounting latest edition of the MUTCD.

Signs and Markings" as specified in the standards in the "Standard Highway

For sign punching details, see the blank position.

Maintain the post assembly in a plumb accept the post size specified.

manufacturer's recommendations to

Size the anchor according to the to the manufacturer's recommendations.

the anchor with a corner bolt according

Attach the square tubular steel post to per post.

line. Do not place more than one splice line and 18 inches above the ground steel posts entirely between the ground

Position splice overlap on U-channel non-breakaway signs.

barrier. Do not place holes in posts of the clear zone or shield with approved

Place non-breakaway signs outside apart.

cannot be spaced a minimum of 7 feet if multiple posts are required and posts posts are considered to be non-breakaway

Signs requiring 6-inch by 6-inch wood signs placed behind protective barriers.

Breakaway sign support is not required for m a x

STATE PROJECT

E633-03

WOOD POST DATA TABLE

4'' x 6''

4'' x 4'' Not Required

NOTES:

NO SCALE

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S06

SYMBOLS AND WORDS

PAVEMENT MARKINGS

E634-01

14"12"14"

12"30"30"

33"

27"

R

12"30"30"

33"

R

R

27"

8"

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

4" (typ.)

4" (min.)

7'

6'

(t y p

8'

(t y p

4" (min.)

4" (typ.)

(m in

24" (min.)

3" (min.)9" R

3"R

3"R

3"R

TURN ARROW SYMBOLSTRAIGHT ARROW SYMBOL

COMBINATION SYMBOL

STRAIGHT/TURN ARROW

TRIANGLE SYMBOL

YIELD AHEAD

See Note 3 Blue background

ACCESSIBILITY SYMBOL

See Note 3 White border

(typ.

R 6"

(typ.)

TYPE

PAVEMENT MARKING AREAS

SQFT

See Note 3 Accessibility symbol

"STOP" WORD MESSAGE "YIELD" WORD MESSAGE "ONLY" WORD MESSAGE

"AHEAD" WORD MESSAGE "SCHOOL" WORD MESSAGE

6'-9"

9'-9"

3'-9" (typ.) "YIELD" Word Message Marking

"STOP" Word Message Marking

"SCHOOL" Word Message Marking

"ONLY" Word Message Marking

"AHEAD" Word Message Marking

Yield Ahead Triangle Symbol (V≥45 mph)

Yield Ahead Triangle Symbol (V<45 mph)

Turn Arrow Symbol

Straight/Turn Arrow Combination Symbol

Straight Arrow Symbol w/ Symbol, blue background, and white border w/ Symbol and blue background w/ Symbol only

Accessibility Symbol:

NO SCALE

NOTES:

3.

2.

1.

and white border

(c) w/ Symbol, blue background, background; or

(b) w/ Symbol and blue

(a) w/ Symbol only;

following configurations:

otherwise by the CO in one of the as indicated in the plans or directed Provide Accessibility Symbol marking edition.

"Standard Highway Signs", latest symbols in accordance with the Place all letters, numerals, and

Devices'' (MUTCD), latest edition.

''Manual on Uniform Traffic Control markings in accordance with the Place pavement word and symbol

EFLHD DETAIL

DETAIL APPROVED FOR USE

REVISED: SEPTEMBER 2020

APPROVED: MAY 2011

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

S07

Single Solid White Striping (edge striping) Single Solid White Striping (edge striping) broken white striping 4" wide

Raised Pavement Markers (typ.)

Double Solid Yellow Striping (centerline)

N

2N or less

N

Double Solid Yellow Striping (centerline) broken white striping

4" wide

Solid Yellow Striping

Single Solid White Striping (edge striping)

Single Solid Yellow Striping

N

See View A

(See Notes 2 and 3)

Raised Pavement Marker

10' 30' 10' 30'

Edge of pavement (typ.)

broken yellow striping

4" wide

3'

10' 30'

N

Edge of pavement (typ.)

broken yellow striping 4" wide

4" wide dotted white striping

10' 30'

N

3'

M

M

N

9'

9'

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

VIEW A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

NOTES:

required, see Detail E634-02.

When raised pavement markers are

Detail or as directed by the CO.

with the…