Plans - OK_ERFO_RSKERR.pdf

D E P

A R T

M

E

NT

OF TRANSPO

R T

A T I O

N

U N

IT

E

D STATES OF

AME

R I C

A

PLANS FOR PROPOSED

PROJECT MANAGER

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DENVER, COLORADO

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

APPROVED:

DATE:

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

Slopes are expressed as RISE:RUN

U.S. CUSTOMARY DIMENSIONS:

Know what'sbelow.

before you dig.Call

R www.call811.com

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

SPECIFICATIONS:

LEAD DESIGNER

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

CHIEF OF ENGINEERING

A R

K A

N S

A S

M I S

S O

U R I

KANSAS

COLORADO

TEXAS

N E

W M

E X I C

O

TULSA

OKLAHOMA CITY

Guymon

Lawton

Enid

KEY MAP OF OKLAHOMA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

I n d ia n N a ti o n a l

T p k

Scale in Feet

0.5 miles 1 mile

OK ERFO RS KERR 10301(1)

POWERHOUSE PARKING LOT

A1 roadway obliteration paving, guardrail, drainage, Parking lot construction, asphalt

TYPE OF CONSTRUCTION:

K. TERRELL PROSED. EISENBRAUN

Powerhouse Parking Area

OK ERFO RS KERR 10301(1)

PROJECT LOCATION

LENGTH 0.05 miles

Le Flore COUNTY

Robert S. Kerr Lock and Dam

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\ tt l_

U S .d g n

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

Powerhouse Parking Lot

OK ERFO RS KERR 10301(1)

Sheet 1 of 2

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

A2

ABBREVIATIONS DRAINAGE SYMBOLS

GEOLOGIC SYMBOLS

DI

FENCE & CATTLEGUARD SYMBOLS

Cattleguard (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Fence (Existing, Proposed)

Material Source

Boring Location (Existing, Proposed)

Riprap Apron (Proposed)

Underdrain (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

With Headwalls (Existing, Proposed)

With End Sections (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

Box Culvert (Existing, Proposed)

Bridge (Existing, Proposed)

Spring

River

Wetland

Large Creek

Lake, Pond or Reservoir

Drainage or Small Creek

Flow Arrow

Ditch (Existing, Proposed)

SPRING

D jt.J int.

incr.

incl.

IDI

hwy.

HW

horiz.

hex.

HES

hdwl.H gdr.

galv.

ga.G ftg.

fin.

FES

Fed.

f.f.F ext.

exp. jt.

exc.

EW

et ux et al

ER

EQ or eq.

EOP

engr(s).

emb.

elev.

El. 94.066 e

EE

dwg(s).

DLC

Dist.

dist.

diaph.

diag.

dia. or D

DI

DHV

decr.D culv.

CTSM

ctrs.

CS

cr.

corr.

cont.

constr. jt.

constr.

conc.

col.

Co.

CMP

clr.

c-c

CBCC

brg.

br.

BP

BM

BK

beg.

b.f.B asph.

appr.

alt.

AH

aggr.

ADT

abut.A west vertical point of intersection vehicles per hour vertical design speed typical point of tangent to spiral transverse temporary construction easement temporary bench mark tangent township tangent length symmetrical structural straight stiffener standard station point of spiral to tangent street specification spacing, Spaces or Spaced shoulder section point of spiral to curve seasonal average daily traffic south route right reference hub retaining wall

Reservation reservoir required reinforcement reconstruction roadway road right-of-way range radius quantities pavement point of tangent pounds per square inch project point on tangent point on spiral point on curve plate point of intersection perforate point of compound curve point of curve outside diameter other face on centers number negative normal crown north mountain(s) monument minimum maximum material maintenance magnetic low water left lump sum longitudinal latitude lamination length of curve

WW

VPI

vph vert.

VV

typ.

TS

transv.

TCE

TBM

tan.

T.

TT

sym.

struc.

str.

stiff.

std.

sta.

ST

st.

spec.

spa.

shldr.

sec.

SC

SADT

SS

rte.

Rt. or RT

RH

ret. wall

Res.

res.

reqd.

reinf.

reconst.

rdwy.

rd.

R/W

R.

RR

quant., QtyQ pvmt.

PT

psi proj.

POT

POS

POC

pl.

PI

perf.

PCC

PCP

OD

o.f.

o.c.O

no. or # neg.

NC

NN

mtn(s).

mon.

min.

max.

matl.

maint.

mag.M

LW

Lt. or LT

LPSM

long.

lat.

lam.

LL

EROSION & SEDIMENT CONTROL SYMBOLS

joint interior increment inclusive,including inside diameter highway high water horizontal hexagon homestead entry survey headwall girder galvanized gage (gauge) footing finish flared end section federal fill face exterior expansion joint excavation edge of water and wife and others edge of road equation edge of pavement

Engineer(s) embankment elevation elevation with number superelevation rate east drawing(s) donation land claim district distance diaphragm diagonal diameter drop inlet design hour volume decrement culvert contingent sum centers point of curve to spiral creek corrugated continuous construction joint construction concrete column county corrugated metal pipe clear center to center concrete box culvert bearing bridge balance point bench mark back beginning,begin both faces asphalt approach alternate ahead aggregate average daily traffic abutment diameter curve delta centerline

Ø

Riprap

Rolled Erosion Control Product

Diversion Berm

Check Dam

Bonded Fiber Matrix Mulching

Fiber Roll (Slope Protection)

Temporary Inlet Protection

Silt Fence

Fiber Roll (Ditch and/or Cut Slope)

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

SYMBOLS AND ABBREVIATIONS

CONVENTIONAL PLAN

Sheet 2 of 2

A3

36 31

36 31

6 1

ˆ

Treeline

Tree

MAPPING SYMBOLS

LANDSCAPING & VEGETATION SYMBOLS PROJECT SPECIFIC SYMBOLS

RIGHT-OF-WAY SYMBOLS

ROADWAY SYMBOLS

SIGN SYMBOLS

UTILITY SYMBOLS

Retaining Wall (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Guardwall (Existing, Proposed)

Guardrail (Existing, Proposed)

GUARDRAIL, BARRIER & WALL SYMBOLS

Post Mounted (Existing, Proposed)

Portable (Proposed)

Delineator (Existing, Proposed)

Commercial (Existing, Proposed)

Signs

Telephone

Power

Fiber Optic

CATV

Overhead Utility Line (Existing, Proposed)

Water

Telephone

Sanitary Sewer

Power

Oil

Gas

Fiber Optic

CATV

Underground Utility (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Street Light (Existing, Proposed)

Support Pole Anchor (Existing, Proposed)

Support Pole (Existing, Proposed)

Surface (Existing, Proposed)

Underground (Existing, Proposed)

Irrigation Ditch

999.9

Roadway Obliteration

Roadway Centerline (With Station ticks)

Proposed

Existing

Edge of Roadway

Toe of Fill

Transition

Top of Cut

Slope Stake Limits

Clearing/Construction Limits

Survey Control Point

Trail

Spot Elevation

Double Track

Single Track

Railroad

North Arrow

Coordinate Grid Tick

Building (Existing, Proposed)

Section Corner (Found)

Section Corner (Found, Projected)

Section Corner (Found, Projected)

Right-of-Way Line (Proposed)

Right-of-Way Line (Existing)

Property Line

Parcel Number

Monument (As described)

Temporary (Proposed)

Permanent (Proposed)

Permanent (Existing)

Easements

National Wildlife Refuge

National Park

National Forest

Bureau of Land Management

Bureau of Indian Affairs

Section

Section

Section

Township or Range Line

City

County

State

National

Boundaries

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\ s y m .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

A4

REVISIONS (OR CHANGE NOTICES)

DESCRIPTION

NO.

DATE INIT.

Created SJS

CONTROL SHEET

7/7/20

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

C T

L .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

500'250'0

Scale in Feet

Powerhouse

Robert S Kerr

SITE MAP

ROAD

CLOSED

with R11-2

Type III Barricade to Sallisaw

11 miles

Arkansas River

A5

AHEAD

ROAD

CLOSED

W20-3

S h e e t

C

Sheet C1

Approximate borrow location.

Limits to be determined by the CO.

Staging Area

Landing Parking Lot)/

Lot (AKA Fisherman's

Powerhouse Parking

Maintain access to

Powerhouse and

Parking Lot at all times

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

S I T

E .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

Powerhouse Parking Lot

OK ERFO RS KERR 10301(1)

MAINLINE

TYPICAL SECTIONS

NO SCALE

NOTE:

Average Existing Width

A6

POWERHOUSE PARKING LOT

EXISTING TYPICAL SECTION

Variable Existing Slope

Match existing

POWERHOUSE PARKING LOT

TYPICAL SECTION

#6 @ 12

#6 to suit field conditions

May be varied by the CO

DETAIL A

Concrete cutoff wall

See Detail A

(Attached)

CONCRETE SIDEWALK

4" Concrete sidewalk

4" Roadway Aggregate, Method 2

1%

Concrete curb and gutter

See typical section

6'

See Detail A

6'

1:2 (m ax)

Prime coat

3.

Va ria ble Ex isti ng

Rip rap Sl op e

1:

(m ax approx. 6".

Existing aggregate base depth approx. 1".

Existing asphalt pavement depth

Existing Pavement

Existing base course

Earth trench limits may vary pavement full depth

Remove existing

Up to 6" Aggregate base 4.

4.

3.

2.

1.

4" concrete sidewalk p a y l im it s

1'-0" (pay limits)

1' additional riprap along wall as directed by the CO.

included in the cost of the cutoff wall. Place is poured. Moving and resetting riprap is cutoff wall. Reset along wall face after wall

Move existing riprap as needed to construct pavement

3" Asphalt concrete along new curb and gutter.

place up to 6" of aggregate base to level and grade parking lot to drain

Excavate debris and material according to 204.06. Excavate and

Concrete (cutoff wall).

steel and trench excavation are included in the pay item 60101-0000

The pay quantity will be 1'x4' and is a contract quantity. Reinforcing be formed. Meet the minimum dimensions shown in detail A.

Concrete can be poured into earth trench and does not need to

Clearance for reinforcing steel is 2". Extend rebar into sidewalk.

Dimensions shown are approximate and may be varied by the CO.

to stay on the existing bench.

Steepen the foreslopes as necessary, but not steeper than 1:2, Construct a 1:4 or flatter foreslope unless otherwise directed by the CO.

for installation details.

See Special 619-A

Install fence posts.

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts A G e n s h t\

R ty p .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

Sheet and Description

B2

MISCELLANEOUS

SUMMARY Allowance Bid

Schedule

A0050 15101-0000 MOBILIZATION LPSM ALL

A0100 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0150 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0200 15401-0000 CONTRACTOR TESTING LPSM ALL

A0250 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0300 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,620 30 1,650

A0350 20103-0000 CLEARING AND GRUBBING SQYD 348 12 360

A0400 20302-1200 REMOVAL OF GUARDRAIL LNFT 1,360 1,360

A0450 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 4,603 97 4,700

A0500 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,000 1,000

A0550 20425-1000 DITCH, EXCAVATION LNFT 125 125

A0600 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 3,534 166 3,700

A0650 25101-2700 PLACED RIPRAP, METHOD B, CLASS 7 CUYD 200 200

A0700 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 721 29 750

A0750 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 376 24 400

A0800 41102-1000 PRIME COAT, METHOD 1 SQYD 2,304 46 2,350

A0850 60101-0000 CONCRETE (CUTOFF WALL) CUYD 40 40 Contract Quantity

A0900 60201-0600 18-INCH PIPE CULVERT LNFT 10 10

A0950 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 1 1

A1000 60404-0000 CATCH BASIN EACH 1 1

A1050 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 260 260

A1100 61501-0100 SIDEWALK, CONCRETE SQYD 173 173

A1150 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 1 1

A1200 61901-2250 FENCE, RAIL LNFT 460 460

A1250 61902-2000 GATE, METAL, 28 FEET WIDTH EACH 1 1

A1300 62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY HOUR 8 8

A1350 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 8 8

A1400 62301-0000 GENERAL LABOR HOUR 16 16

A1450 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 8 8

A1500 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 8 8

A1550 62401-0100 FURNISHING AND PLACING TOPSOIL, 2-INCH DEPTH SQYD 3,534 66 3,600

A1600 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 3,534 66 3,600

A1650 62516-2000 MULCHING, HYDRAULIC METHOD SQYD 3,534 66 3,600

A1700 63301-0000 SIGN SYSTEM EACH 3 3

A1750 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 1,980 20 2,000

A1800 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 3 3

A1850 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 2 2

A1900 63502-3900 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN EACH 2 2

MileStone: 100% Date Completed: 11/02/20 Report Date: 11/02/20

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 2-

N ov

-2

2:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

N

O K \e rf o1

(1

R oa dw ay

\C A D

D _S he et s\ B -S um m

SO

Q .x ls m

]S he et

STATE PROJECT

B1OKERFO RS KERR 10301(1)

Powerhouse Parking LotOK

SHEET

NUMBER

B2

MISCELLANEOUS SUMMARY

2.

1.

Apply two coats of type B paint. See 634.12 of the SCRs.

to level and grade to drain.

Roadway excavation is for excavation at the parking lot

NOTES:

Prime coat...0.27 gal/yd2

Asphalt concrete pavement...145.2 lb/ft3

Roadway aggregate...139 lb/ft3

Values used for estimating purpose:

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts B S u m m

M I S

C

Q u a n ti ti e s .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

S T E E L

C A R P

O R T

STEEL POST

36 IN TREE

C H

A

IN

L

IN

K

C O

N C P

IP

E W \S

T E E L C

A B

L E

48 IN COTTONWOOD

100'50'0

Scale in Feet

C1

POWERHOUSE PARKING LOT

Arkansas River

S e e S h e e t

C

'-0

GFP - Gutter Face Pavement

Gutter face pavement

GFP

Top edge of pavement

TEOP

LAYOUT POINTS

Fiber roll

2" of asphalt pavement.

Place 6" of base and

Clear and grade area.

Grade to drain

Install catch basin and 18" pipe culvert pavement.

base as needed and pave 2" of asphalt

Remove asphalt and place up to 6" of sidewalk

Back top of

BTOS

for length of the sidewalk

Wrap cutoff wall around corner for length of the sidewalk

Wrap cutoff wall around corner fence, sidewalk, and curb and gutter.

Install 260' of concrete cutoff wall, Remove 260' of guardrail.

Tie into roadside ditch.

Grade ditch around parking lot.

and labor hours.

place on riprap slope. Pay using equipment

Remove any riprap from roadway and

See Special 619-A.

Install fence around parking area.

Fiber roll

Fiber roll

Install accessibility ramp and curb cut.

Install 28' wide metal gate

(t o c e n te r o f ra m p

Geometry Point Listing on this sheet.

of asphalt pavement. See shelter picture and resetting is included in the cost parking area. Reset after paving. Moving

Move shelter as needed to construct of asphalt pavement.

Sawcut is included in the cost pavement as directed by the CO.

Sawcut and tie-in to existing

MOVE AND RESET SHELTER

in any direction a max. slope of 2%

Grade ADA stalls to

(match existing limits and elevations)

Proposed edge of pavement

(parking lot extension)

Proposed edge of pavement installation details.

See Special 619-A for

Place fence posts along wall.

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts C

M L P

P C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

200'100'0

Scale in Feet

See Sheet C1

Arkansas River

Fiber roll

ROADWAY OBLITERATION

POWERHOUSE PARKING LOT

C2

Place 2" of topsoil, seed, and mulch disturbed area.

Site Map for onsite borrow source. Grade to drain.

approx. 1000 CUYD of fill to replace lost material. See any displaced riprap back on riprap slope. Place

Obliterate approx. 28' x 1100' of damaged road. Replace

Remove and dispose of asphalt according to 203.05.

Remove approx. 1100' of guardrail.

6'

'1 ditch.

obliteration to drain roadside

Construct riprap ditch across

Pavement damage begins.

RIPRAP DITCH

to Subsection 714.01(a)

Furnish geotextile conforming Class 7 riprap

1. Do not disturb area outside of roadway prism.

NOTE

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts C

M L P

P C .d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

NOTE:

12" min.

FIBER ROLL

Maximum spacing (ft)

9" Ø Fiber Roll

Flow

12" min.

C le a r in g

L im it

S lo p e

S ta k e

INSTALLATION DETAIL

FIBER ROLL AS PERIMETER CONTROL

uphill side of fiber roll

Place excavated material on

STATE PROJECT

NUMBER

SHEET

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts E C .d g n

U s e r k e ll y .t e r r e ll

AT CULVERT OUTLET

FIBER ROLL

flared end section

Culvert inlet with

AT CULVERT INLET

FIBER ROLL

flared end section

Culvert outlet with Flow

D ire c tio n o f ru n o ff

Flow

FIBER ROLL LAPPING DETAIL

Stagger joints (typ.)

FIBER ROLL JOINT DETAIL

FIBER ROLL SLOPE LAYOUT

spacing table See Fiber Roll

Install fiber rolls along contours Wood stakes

Fiber Roll

Slope

Fiber Roll

Pay Limits

Pay Limits overlap 12" (min.)

Fill slope

C157-55 side of fiber roll material on uphill

Place excavated

Flow Flow

54" or larger

Culvert Size

24" or smaller

30" to 48"

9" Ø Fiber Roll length (ft)

FIBER ROLLS AT CULVERTS*

needed due to project-specific conditions.

top of the culvert inlet only. Adjust length as

*Approximate length shown for rolls across the

See note 6 control runoff culvert as needed to

Install fiber rolls below

6.

5.

4.

3.

2.

1.

disturbance.

and all water entering the culvert is crossing the disturbance is on both the road and around the culvert

Place fiber rolls all the way around the inlet when the under it.

water is forced to flow through fiber roll rather than against upstream side of fiber roll to ensure storm with trench bottom and sides. Tamp soil backfill to the contour. Place fiber rolls in continuous contact

For fiber rolls on bare soil, construct trenches parallel

Expose stakes 2" above top of fiber roll.

Drive stakes into undisturbed soil at least 12" deep.

from each end.

2' o.c. max. culverts. Stake fiber rolls 6-inches stakes. Space stakes 4' o.c. max. on slopes and

Stake fiber rolls in place with 1" x 1" or 1" Ø wood vary more than 5% from level.

section of fiber roll, do not allow the fiber roll to

Install fiber rolls along slope contours. For any 20' to installation.

Repair all rills or gullies and properly compact prior

A A

Trench 2" min.

See no te 3

See no te 3

2" min.

Trench table for length requirements

See Fiber Rolls at Culverts culvert inlet

Install fiber rolls around table for length requirements

See Fiber Rolls at Culverts culvert outlet

Install fiber rolls around

Flow

Fiber roll roll 2" min.

Trench fiber

SECTION A-A

E1

Flow

NO SCALE

1V:4H or flatter

Slope Gradient

1V:2H or steeper

STAKE DETAIL

uphill side of fiber roll

Place excavated material on

Fill or cut slope

FIBER ROLL SPACING TABLE*

project-specific conditions.

*Approximate spacing shown. Adjust spacing as needed due to

Between 1V:4H and 1V:3H

Between 1V:3H and 1V:2H

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts E C .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REVISED:

DETAIL

U.S. CUSTOMARY DETAIL

DETAIL APPROVED FOR USE

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

NO SCALE

3.

2.

1.

CURB SECTION

TYPICAL INSTALLATION

CURB AND GUTTER SECTION

TYPICAL INSTALLATION

INLET DETAIL

DITCH SECTION

TYPICAL INSTALLATION

Slop e as sta ked

Slope as staked

Sidewalk

Sidewalk

Pavement

Pavement

Roadway

The minimum concrete cover to the face of any bar is shown. Give all concrete surfaces a Class 1 finish.

T line

Gutter or ditch

H

Bend to clear pipe

All reinforcing steel d ia m e te r

P ip e

CONCRETE CATCH BASINS

STEEL

REINFORCING FRAME AND GRATE

TYPE A TYPE B

CONCRETE

ESTIMATED QUANTITIES

CONCRETE CATCH BASINS

DIAMETER

SIZE

PIPE

H

DEPTH

T

FRAME AND GRATE

TYPE A TYPE B

604-1

STANDARD APPROVED FOR USE 6/2005

Standard 604-3 for Type B Frame and Grate.

See Standard 604-2 for Type A Frame and Grate and

2" unless otherwise shown.

#4 at 12"±.

TYPE 1

CATCH BASIN

3 " unless otherwise 4

3CONCRETE: Chamfer exposed edges

3'-5"

2.2

1.8

1.5

1.2

1.1

0.7

0.7

48"

42"

36"

30"

24"

18"

12"

5'-6"

5'-0"

4'-6"

4'-0"

4'-0"

3'-0"

3'-0"

6'-3"

5'-6"

4'-9"

4'-0"

3'-3"

2'-6"

2'-6"

6'-3"

5'-5"

5'-0"

4'-2"

3'-4"

2'-6"

2'-6"

INCHES

DIAMETER

SIZE

PIPE

CUYD

LB

LB

5"

1"

5"

1"

OK T1

Powerhouse Parking Lot

OK ERFO RS KERR 10301(1)

STATE PROJECT

U S

C

N O

K e r fo

R o a d w a y C

A D

D S h e e ts T S td

.d g n

A

M

O c to b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

basin

Catch basin

Catch basin

Catch

GRATE CORNER DETAILFRAME CORNER DETAIL

FRAME ANCHOR DETAIL

FRAME DETAIL

GRATE DETAILS

SECTION A-A

AA

C-L2

(typ.)

THREADED CONCRETE ANCHORS: Ferrule loop

BOLTS & WASHERS: ASTM A 307, Galvanized.

STRUCTURAL STEEL: AASHTO M 183 (ASTM A 36M).

8.

7.

6.

5.

4.

3.

2.

1.

Number of plates varies according to pipe diameter.

(typ.)

SECTION B-B

B

FRAME AND GRATE DETAILS

B

FINISH: Galvanized after fabrication.

material thickness. Grind smooth all contact surfaces.

all joints with a minimum size fillet weld, based on

Specifications. Unless otherwise indicated seal weld

WELDING: Weld in conformance with the Standard a full penetration butt weld.

HEADED CONCRETE ANCHORS: Weld to frame with headed anchor

TRAFFIC

headed anchor and washer bar

45°

30°

(trim L to size)

Plate

T (See Note 8)

604-2

STANDARD APPROVED FOR USE 6/2005

See Standard 604-1 for dimensions of T.

See Standard 604-1.

"4 1" x 2

1L4" x 2

"4 1"4

" x 4"2

" dia. hole2 1Drill

"4 s p a c e s a t

" x 4" headed anchors2

"4 1L4" x 1" x

" dia. hole2

T - 1" (See Note 8)

"4 1" x 2

1L4"x 2

" Plate4 1" x 4

3" x 14

" bolt8 3Ferrule loop insert for

" dia. hole2 p la te s ti ff e n e r s

S p a c in ty p s p a c e s a t d ia b a r

S p a c in

"4 1L4" x 1" x

"4

"4

"4

" bolt or approved equal.8 3inserts for

"4

"4

" plate stiffener4

"4 1L4" x 1" x

"4 1" x 2

" dia.8

"4

"4

"2 14"4

14"4

" bolt8 3furnish

" Plate stiffener4

1" dia. hole

" dia. hole2

"4 1L4" x 1" x

" x 4"2

" dia. hole2

" Plate4 1" x 2

" Plate4 1" x 4

" Plate4 1" x 4

" (See Note 7)2 1plate at 4 s p a c e s a t

"4 1" x 2

1L4" x 2

" Plate2 15" x

215 lbs. Increase or decrease weight by 28 lbs for

Estimated weight, frame and grate (2'-6" x 2'-6")

" increment.2 1each 4

" Plate 2 15" x

1" dia. hole

TYPE A

METAL FRAME AND GRATE

STATE PROJECT

U S

C

N O

K e r fo

R o a d w a y C

A D

D S h e e ts T S td

.d g n

M

O c to b e r

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

NOTE:

(typ.)

45°

(trim L to size)

Direction of flow

"4 33 "4

4"

"8

"4 334"" x 5"2

1Spacing for "4 ty p

(typ.)

"8

(typ.)

"8 ty p x h e a d e d a n c h o r s

S p a c in g f o r

"2 122 equal spaces for"2

" Plate4 1" x 4

OK T2

5''

''2

1.0'

6'' 1:12

R=1/2"

CURB & GUTTER, CONCRETE, 12-INCH DEPTH

12" thickness for structural section

See typical sections

4"

609-A

NO SCALE

T3

GUTTER

CONCRETE CURB AND

''2

2. Roadway aggregate under curb is included in curb pay item.

acceptable to the CO.

Trowel smooth the ends of the concrete curb in a manner 1.

Notes:

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

1.

NOTE:

2.

(Attached)

CONCRETE SIDEWALK

1:2 shown in plans

6' Unless otherwise min

6"

(max.)

3.

SIDEWALK

thickness for structural section See typical sections

1:55 Maximum slope

4" Concrete sidewalk

4.

Contraction joint (typ.)

back of curb Tooled joint at

Flowline Gutter line

Back of sidewalk see Special 609A Concrete curb and gutter, 615-A

CONCRETE SIDEWALK CONTRACTION JOINT LAYOUT

separately.

monolithically. See Note 1 if poured curb and sidewalk are poured A tooled joint is required when the

2.

T4

1"

4"

2.SIDEWALK CONTRACTION JOINT

" (Approx.)8 tool or saw cut the joint Form joint with jointing

10' max.

1.

4" Roadway Aggregate, Method 2

1:

1:2 shown in plans

6' Unless otherwise min

6" thickness for structural section See typical sections

1:55 Maximum slope

4" Concrete sidewalk

4.

separately.

monolithically. See Note 1 if poured curb and sidewalk are poured A tooled joint is required when the

4" Roadway Aggregate, Method 2

(Attached Flush with Pavement)

CONCRETE SIDEWALK

Welded wire mesh reinforcement, 5.

W5.5 X W5.5 (6" x 6")

Provide a minimum of 3" clearance for welded wire reinforcement.

determined by the CO.

Slope of sidewalk will be checked with a 2' level at intervals subsection 302.05 (a), method 2.

of the items shown in this Special and conforming to

The Roadway Aggregate shown is incidental to the construction with a jointing tool or saw the joints to a depth of 1" and 1/8" wide.

Place contraction joints at intervals not exceeding 10'. Form the joint material extending the full depth of the concrete surface.

" thick preformed expansion joint2 1and bridges. Use appurtenances such as manholes, utility poles, buildings

Install isolation joints when abutting existing all

5.

4.

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

A .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

NOTE:

T5

ACCESSIBILITY RAMP

615-B NO SCALE

Concrete curb

SECTION B-B

6.25' min. Ramp

6"

4" Concrete sidewalk 4" Concrete sidewalk

4" Roadway Aggregate, Method 2 max.

1:12.5

14.

13.

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

Do not measure Roadway aggregate, method 2 for payment.

Install cast iron detectable warning fields conforming to subsection 615.04(b)(3).

ramp pay item.

The detectable warning field with truncated domes is included in the accessibility surfaces either light-on-dark, dark-on-light, or as approved by the CO.

Install detectable warning surfaces to contrast visually with adjacent walking

Install detectable warning surfaces within 2-inches from the back of curb.

skewing the ramp.

Construct curb ramp perpendicular to the curb or curb and gutter. Avoid extend the full width of the ramp run.

At curb ramps and blended transitions, detectable warning surfaces shall surface of ramp runs and turning spaces.

the direction of the ramp run. Grade breaks shall not be permitted on the

Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to

The clear width of curb ramp runs and turning spaces shall be 4-feet minimum.

discontinuities less than 0.25 inches do not need a bevel.

applied across the entire vertical surface discontinuity. Vertical surface inches shall be beveled with a slope no greater than 1:2. The bevel shall be inches maximum. Vertical surface discontinuities between 0.25 inches and 0.5 free of abrupt vertical changes. Vertical surface discontinuities shall be 0.5

Construct ramp transitions between walks, gutters, or streets that are flush and size, and color to CO for approval before installation.

specifications for cast iron detectable warning panels including material, Disabilities Act - Architectural Barriers Act. Submit samples and product

Curb ramp detectable warning surfaces will comply with Americans with warning surfaces.

resistant surface on concrete ramp surfaces, exclusive of the detectable

Use a coarse broom finish running perpendicular to the slope to create a slip not exceed 1:21 (4.8%).

maximum grade of road crosswalks and sidewalks leading to ramps must

The maximum slope on wheelchair ramps will not exceed 1:12.5 (8%). The

1:55 (1.8%) in any direction.

The maximum cross slopes of landings and accessible aisles will not exceed

6.25' Landing

A

A

1:12.51:12.5

FL

SECTION A-A

or flatter

1:55

4' (min) pavement

Top of

Warning Field

Detectable 6" 2'

Width of sidewalk + curb

4" Roadway aggregate, method 2

6.25' min.6.25' min.

m a x m a x

Face of Curb m a x

B B

18.5' min.

6" min.

sidewalk

4" Concrete

1:2

1:

6.25' m in

RAMP PAY AREA

TYPE 1 CURB ACCESSIBILITY

TYPE 1 CURB ACCESSIBILITY RAMP

within ramp is allowed

No back of curb joint within ramp is allowed

No back of curb joint

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

B S h e e t2 .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

619-A

TWO RAIL STEEL PIPE FENCE

10' m in 1 m in encasement cylindrical concrete 10" min diameter

2.

1.

T6

3" 2"

(ASTM A563).

each hex nut placed under washer (ASTM F436) hardened steel

Gr A) with one bolt (ASTM A307 head anchor

" Dia hex8 e m b e d m in p r o j.

b o lt

IN CONCRETE DETAIL

POST INSTALLATION

STEEL PIPE FENCE

wall.

Use detail for fence installation along sidewalk and cutoff the CO.

Paint fence and gate dark brown color as approved by

" thick fence rails.16 3" OD by8

3fence posts and 2

" wall thickness steel pipe4 1Install min. 4.5" OD by around parking area as shown on C1.

Construct a two rail steel pipe fence (min. height of 3 ft)

NOTE:

4.

3.

4.

STATE PROJECT

A

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

A .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

3'-6"

SECTION 'A'-'A'

LAYOUT VIEW

4 4

4 4

ELEVATION VIEW

A A

2 3

4 4

SIGN SCHEDULE

R

O

Sheet 1 of 3

619-B

OM2-2 OBJECT

MARKER-FRONT

& BACK

POST TYPE 'A'

HINGE POSTS WITH

TYPE 2 OBJECT MARKERS

6"X12" REFLECTORIZED

POST TYPE 'B'

(FBM-L) (FBM-R) (FBM-R)(FBM-L)

UNDISTURBED SOIL.

ENTIRE EXCAVATION

MUST BE FILLED WITH

CONCRETE (TYP.)

DISTANCE VARIES

ALL GATE POSTS OM2-2

OBJECT MARKER-SEE

LAYOUT VIEW FOR

LOCATION OF POSTS

FINISH GRADE

NOTE:

ON HDD PLYWOOD

REFLECTORIZED DECAL

ON HDD PLYWOOD

REFLECTORIZED DECAL

ON HDD PLYWOOD

REFLECTORIZED DECAL

FBM-L

FBM-R

OM2-2

36X12

36X12

8X12

MATERIAL REMARKSSIZETYPEQTY.SIGN

3. IF HOLES FOR POSTS ARE OVER EXCAVATED, THE CONTRACTOR MUST FILL THE OVER EXCAVATED HOLES WITH CONCRETE AT NO EXTRA COST

4. THE CONTRACTOR SHALL FURNISH AND INSTALL OBJECT MARKERS. THESE SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL

THE OPTIONAL MANAGEMENT STRATEGY SIGN SHALL BE FURNISHED BY THE FOREST SERVICE AND INSTALLED BY THE CONTRACTOR.

6. PLACE OM2-2 OBJECT MARKERS EACH SIDE OF POSTS 6"X12".

7. GATE, POSTS AND HARDWARE SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH FP-14 SECTIONS 563 AND 719, COLOR FOREST SERVICE

TO THE GOVERNMENT.

DEVICES.

BARRICADE MARKERS ON THE BACK SIDE IF THERE IS POTENTIAL FOR VEHICLE TRAFFIC BEHIND THE GATE.

BROWN, 20059.

1. FIELD LOCATE HOLDING POSTS TO SUPPORT GATE IN OPEN POSITION.

1. TYPICAL FOR HINGE POSTS ONLY.

2. CONCRETE BASES FOR HOLDING POSTS 'A' AND 'B' SHALL BE 42"

ROUND AND 60" DEEP.

3. EXPOSED TOP PORTION OF EACH CONCRETE BASE SHALL BE

SLOPED A MINIMUM OF 2% TO DRAIN AWAY FROM POST.

NOTE:

R

O

HOLDING POSTS OM2-2

OBJECT MARKERS

FRONT AND BACK

ARE CONSIDERED SUBSIDIARY TO 619 PAY ITEMS.

2. ALL SIGNS AND OBJECT MARKERS SHALL BE BOLTED TO STEEL BACKING PLATES. ALL SIGNS AND OBJECT MARKERS

5. PLACE FBM-L AND FBM-R BARRICADE MARKERS AS SHOWN, MIN. SIZE 8"X24" (<35 MPH). INCLUDE

T7

DOUBLE LANE

CLOSURE GATE

28'

13'-11 12" 13'-11 12"

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

B .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

PLAN VIEW

ELEVATION VIEW

R

O

R

O

B

B

2'-8"2'-6"

2'-8"

"16

2'-8" 2'-8"

MOUNTING DETAIL

METAL SIGN PLATE

SECTION B-B

Sheet 2 of 3

619-B

HINGE - SEE HINGE POST

DETAIL (TYP. OF BOTH

SIDES) SHT. 3 OF 3

LOCK-SEE

DOUBLE GATE CENTER

LOCK DETAIL

SEE DETAIL SHT. 3 OF 3

HEAT AND BEND

CUT TO FIT.

(TYP.) FINISH GRADE

1 2'-9"

LONG PIPE

ADJUSTABLE SHOE

SEE DETAIL SHT 5 OF 5

2 1

REPEAT ON EACH

EDGE OF 1

" PLATE

OM2-2

OBJECT MARKER

FRONT & BACK

TYP.

TYP.

TYP.

(TYP.)

TYP.

TYP.

NOTE:

1. PRIOR TO FABRICATING GATE, THE CONTRACTOR SHALL CHECK SLOPE OF ROADWAY WHERE GATE IS

TO BE INSTALLED. THE GATE MUST OPEN TOWARD MINUS GRADE ON THE FINISHED ROAD SURFACE. " DIA. PIPE2 15 2

" THK. PLATE4

" THK. PLATE4

2 3" DIA. PIPE

1 6" DIA. PIPE

MATERIALS

TYP.

TYP.

TYP.

DOUBLE LANE

CLOSURE GATE

T8

27'-11"

13'-11 12" 13'-11 12"

4'-0" 4'-7 12" 4'-7 12" 4'-0"

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

B .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

Sheet 3 of 3

619-B

HINGE POST ELEVATION DETAIL

6"

1 14" DIA.

HOLE

HOLDING POST 'A' DETAIL

HOLDING POST ELEVATION

8 34"

LOCK CAP ELEVATION

LOCK CAP DETAIL

ADJUSTABLE SHOE DETAIL

'B' GATE LOCK PLAN

'B' GATE LOCK ELEVATION

HOLDING POST 'B' GATE LOCK DETAIL

NOT TO SCALE

LOCK CAP-SEE DETAIL

GATE LOCK PLAN

GATE LOCK ELEVATION

DOUBLE GATE LOCK DETAIL

HOLDING POST PLAN HINGE POST PLAN

SEAL

ll(

M

IN

SEAL ll(

"4

2 14"

"4

1 12"

6 58"

"16

"4

/2

LOCK CAP PLAN

ll(

"16

112"

5 12"

"16

3 2 ll(

"16

112"

5 12"

10"

3 1/2"

3 2

"16

6"

SHOE"4

2" DIA. HOLE. ROUND

HOLE BOTTOM EDGE TO

ALLOW STANDARD SHANK

PADLOCK TO HANG STRAIGHT

CUT TO FIT

PIPE BEFORE

WELDING

2 12 REPEAT ON

EACH EDGE OF

4" PLATE

CUT TO FIT PIPE

BEFORE WELDING3" DIA.

HOLE

1" DIA.

THREADED

ROD

1"

SQ. NUT

1 14" DIA. HOLE

SEAL

CUT BELOW

TO FACE

HOLDING POST

SPOT WELD TO

INSIDE OF PIPE

3 12" DIA. ACCESS

HOLE

18" LONG PIPE WITH 3

8" DIA.

HOLES THROUGH PIPE

2" O.C. FROM BOTTOM.

2"x8" NUT & BOLT

SEAL

1 34" DIA. HOLE

SEAL

8'-0" MIN.

LENGTH

1 6" DIA. PIPE

2 3" DIA. PIPE

4" THK. PLATE

4" THK. PLATE

" DIA. PIPE

MATERIALS

T9

DOUBLE LANE

CLOSURE GATE

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

B .d

U.S. DEPARTMENT OF TRANSPORTATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

For all retroflectorized signs where W > 25' V may be reduced by 1 foot in rural districts for

6 ft

2 ft

5 ft

7 ft

NO SCALE

5 10 15 20

16 1 2 2

22117

11 1

1 2 2

2" (2S) SINGLE POST 12 GAUGE,

POST REQUIRED,

SIGN AREA IN SQUARE FT.

NOTE:

E d g e o f tr a v e le d w a y

Elevation at edge of traveled way

LC

E d g e o f s h o u ld e r

Rural Districts

Location

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r

Elevation at edge of traveled way

E d g e o f s h o u ld e r

Elevation at edge of traveled way

E d g e o f tr a v e le d w a y

E d g e o f s h o u ld e r

Elevation at edge of traveled way

E d g e o f tr a v e le d w a y

1.

2.

3.

a secondary sign mounted below another sign.

Business or

Residence Districts

SINGLE POST SIGNS TWO POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

TYPICAL MOUNTING FOR

SIGNS WITHOUT ANGLES

Direction of traffic flow from curb

Lateral

Offset (W)

Mounting

Height (V)

H1 thru H4 indicate overall post length. Select post lengths to fit field conditions.

Z is the height from ground line to mid-height of sign at the longest post.

For the purpose of post selection X and Y are as follows:

- Single sign, or back to back signs: X and Y are the overall dimensions of the signs.

- Multiple sign installations: X and Y are the dimensions of a rectangle enclosing all the signs.

TABLE 2S - SINGLE POST

PERMANENT SIGN

INSTALLATION

P A

N E

L C

E N

T R

O I D H

E I G

H T

Z

4.

633-A

See table for hole size post, parallel to sign face.

Field drill holes through

Bottom of sign

H

Backfill material

Backfill material

Same post size post

Finish ground line single post installations of post. Omit notch for

Saw cut notch full width

Same post size

Backfill material

Same post size

Backfill material

" lock nut16

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16

" bolt16

" bolt thru the post8

X=14 ft (min.) to

22 ft (max.)

X=10 ft (min.) to

18 ft (max.)

X=4 ft (min.)

to 12 ft (max.)X=5 ft maximum

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

Long side of post

Notch depth (where required)

(See Post Selection table)

W

Y V

D ty p

Z

.5

Y

W

.5

Y

D ty p

Z

Y V

H 2

H

0.2X 0.2X0.6X

Y V

W

D ty p

Z .5

Y

0.125X 0.25X 0.25X 0.25X 0.125X

H

H

H

H

0.15X 0.35X 0.35X 0.15X

.5

Y

Z ty p

W

Y V

H

H

H

Steel Post and Section 718.

Furnish signs and sign posts conforming to the MUTCD

T10

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T A P e r m a n e n t_

S ig n I n s ta ll a ti o n .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

9'

40'20'0

Scale in Feet

3.

2.

1.

(c) w/ Symbol, blue background & white border

(b) w/ Symbol & blue background; or

(a) w/ Symbol only;

configurations:

plans or directed otherwise by the CO in one of the following

Provide Accessibility Parking Space Marking as indicated in the

"Standard Highway Signs", current edition.

Place all letters, numerals and symbols according to the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

NOTES:

ACCESSIBILITY SYMBOL

m in

24" (min.)

3" (min.)

R 9"

R3"

R3"

R3"

See Note 3

Blue background

See Note 3

White border

See Note 3

Accessibility symbol

3'-9" (typ.)

R 6"

(typ.)

STRIPING PLAN

SIGNING AND

RESERVED

PARKING

RESERVED

PARKING

RESERVED

PARKING

VAN

ACCESSIBLE

VAN

ACCESSIBLE

& R7-8P

Install R7-8

& R7-8P

Install R7-8

.5

.5

.5

11'8'11'

8'11'

VAN

ACCESSIBLE

& R7-8P

Install R7-8

T11

9' typ.

4" white stripe (typ.)

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T S

S T l a y o u t.

d

U.S. DEPARTMENT OF TRANSPORTATION

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK

45 60 75 90 o o o o

25' 22' 20' 18.5'

9.3' 9.0'

CHART B

NO SCALE

DETAIL APPROVED FOR USE

SINGLE PARKING SPACE

HEAD-ON PARKING WITH VAN ACCESSIBLE AISLE

DOUBLE PARKING SPACE

See Note 2

Install perpendicular curb ramp

R7-8

R7-8P

R7-8

(t yp

(t yp

R7-8

R7-8P

HEAD-ON PARKING

5' (min.) 5' (min.)

11' (min.) 9' (min.)

See Note 5 space symbol (typ.)

Accessibility parking

.5

NOTES:

SIGNING IN PARKING AREAS

PAVEMENT MARKINGS AND

Top of existing ground

4" solid white striping (typ.)

striping (typ.)

4" solid white

Sign post (typ.)

SIGN MOUNTING

H e ig h t*

* See Notes 3 and 4

Mounting view

See Sign

Mounting view

See Sign

Mounting view

See Sign

CHART A

Spaces

Van-Accessible

Minimum Number of

1 to 25

26 to 50

51 to 75

76 to 100

101 to 150

151 to 200

201 to 300

301 to 400

401 to 500

501 to 1,000 Spaces

2% of Total Parking

Over 1,000 100 over 1,000

20 Plus 1 for each

Accessible Spaces

One out of every 6

Accessible Spaces

One out of every 6 of Accessible Spaces

Minimum Number Angle (A)

Minimum Length of Stall (B)

Stall Width (C), Parallel to Aisle 12.7' 10.4'

11' (min.)

in Parking Facility

Total Parking Spaces

MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES*

Special Report 125 (Figure 6.2)".

* Chart B based on dimensions recommended in "Parking Principles, and "2015 ABA Standards (Table F208.2)".

Accessible Design Standard (Table 208.02)"

* Chart A based on "2010 ADA Standards for R7-8

R7-8

R7-8P

PARKING LAYOUT DIMENSIONS FOR 9-FOOT STALLS*

See Note 5 space symbol

Accessibility parking

See Note 2

Install perpendicular curb ramp

Van accessible aisle

Van accessible aisle

9'

.5

.5

634-A walkwaywalkway

5.

4.

3.

2.

1.

parking space symbol details.

Refer to sheet T5 for accessibility additional sign mounting information.

Refer to Section 2A.18 of the MUTCD for provide a minimum height of 5 feet.

For signs installed in rural areas, Refer to sheet 615-B for curb ramp details.

edition.

Streets and Highways" (MUTCD), latest on Uniform Traffic Control Devices for markings in accordance with the "Manual

Install pavement striping and symbol

T12

90 90

RESERVED

PARKING

ACCESSIBLE

VAN

PARKING

RESERVED

ACCESSIBLE

VAN

RESERVED

PARKING

PARKING

ACCESSIBLE

VAN

RESERVED

PARKING

RESERVED

STATE PROJECT

P

M N O

K e r fo

R o a d w a y C

A D

D S h e e ts T

A .d

U s e r k e ll y .t e r r e ll

NUMBER

SHEET

OK