J.4 Sample Project Plans.pdf

PROJECT MANAGER

M. TRAFFALIS

N

R

E N

OR

A I

N

N

ST F

R

I

D

D E P A

T

NT

OFT A SP

T T

O

U

TE

ATESO

AMER

IC

A

M

NATIONAL

PARK

SERVICEIR

RIV

ER

R I

V E

R

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS

U

EN

O

T S

W O

LLEY

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

2 2

MONTANA

93 12

90 15

UNITED STATES

CANADA

PROJECT LOCATION

N O

T

FO

R

CO

N

STRU

CTI

O

N

Columbia Falls

Whitefish FOREST

NATIONAL

FLATHEAD

Glacier

West

PARK

NATIONAL

GLACIER

Scale in miles

0 5 105

PLAN

I

N H

AN

D

GLACIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

REHABILIATION, PHASE 3

GLAC HQ PARKING AREA

TYPE OF CONSTRUCTION:

restoration, and drainage improvements.

Roadway reconstruction, parking area

DESIGN DESIGNATION:

e (max)

V

ADT (2043)

ADT (2023)

0.060

25 MPH

SPECIFICATION:

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

LENGTH 0.61 MILES

PLANS FOR PROPOSED PROJECT

MT NP GLAC P HQ(3)

FLATHEAD COUNTY MONTANA

GLACIER NATIONAL PARK

Glacier National Park

Park Superintendent DATE

See Sheet A.2 for complete Sheet Index.

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

See Sheets A.3-4

:1

P

M

J u ly

T it le S h e e t

N

S c p w w o r k

\d

\g la c p h q p ln g e n e r a l.

d g n

PROJECT

NUMBER

SHEET

A.1

NPS Drwg No. xxxxxx NPS PMIS No. 331880A & 331881A

MT NP GLAC P HQ(3)

Provide

SAMPLE

PROJECT

pricing for

Schedule B only

:3

J u ly

S h e e t

I n d e x p w w o r k

\d

\g la c p h q p ln g e n e r a l.

d g n

SHEET INDEX

PROJECT

A.2

MT NP GLAC P HQ(3)

BH

TP

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

W

RIP

DI

G W G WV

CP GPS

36 31

36 31

N

E

N 1000EL. 1234.56

TP

TP

SEC.

SEC.

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

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

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

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

NC

N normal crown north

A A

DI

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

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, UP = transformer or junction box, WF = water fountain EM = electric meter, TP = telephone pedestal, TV = CATV pedestal,

- no symbol -

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1W

WFLHD DETAIL

ABBREVIATIONS

PLAN SYMBOLS AND

:1 a rc h

D e t W

-1 p w

-w o rk

\d \W

-1 d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

MT NP GLAC P HQ(3) A.2

PROJECT LOCATION

N

GLACIER

NATIONAL

PARK

LAKE MCDONALD

M C

D O

N A

L D

C R E E K

M id d le

Fo rk

Flathead River

A p g a r

Lookout

Trail

Q u a r te r

C ir c le

Bridg e

Roa d

G o in g T o T h e S u n

R o a d

G o in g T o T h e S u n R o a d

PARK

BOUNDARY

Ri ve r B en d

Dr

Ryan Ro ad

See Sheet A.4

50 miles

East Glacier Park

15 miles

Columbia Falls

:5

J u ly

V ic in it y M a p p w w o r k

\d

\g la c p h q p ln g e n e r a l.

d g n

SHEET 1 of 2

VICINITY MAP

PROJECT

A.4 o y e n C ir c le

N

BEGIN PROJECT

600+00.00

Begin "ALI_MAIN_02"

700+00.00

Begin "ALI_MAIN_03"

515+69.83

End "ALI_MAIN_01"

613+82.60

End "ALI_MAIN_02"

Flathead River

Middle Fork

G r in n e ll D r

Vint Blvd

Mather Dr.

G o in g T o T h e S u n R o a d

Going To The Sun Road

M id d le F o rk F la th e a d R iv e r

West Glacier

C o lu m b ia F a ll s

.1 m il e s

E a st G la ci e r

P a rk V il la g e

.4 m il ain t M ary 8 .9 M iles

Headquarters Rd.

K a li s p e ll m il e s

Glacier Route 1 Road

"ALI_MAIN_01" 500+00.00

PARK

B O

U N

D A

R Y

:5

J u ly

V ic in it y M a p p w

-w o rk \d

\g la c -p

-h q p ln g e n e ra l.

d g n

SHEET 2 of 2

VICINITY MAP

PROJECT

A.4

NPS PMIS No.331880A & 331881A

Sheet and Description

D E F G H

PLAN - PLAN SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 1,294 1,294

A0140 20103-0000 CLEARING AND GRUBBING SQYD 523 526 51 1,100

A0160 20401-0000 ROADWAY EXCAVATION CUYD 713 2,361 426 3,500

A0180 20411-0000 SELECT BORROW TON 395 1,497 208 2,100

A0200 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 726 2,126 148 3,000

A0220 31302-0400 AGGREGATE-TOPSOIL COURSE,

4-INCH DEPTH SQYD 177 153 25 355

A0240 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 328 1,021 51 1,400

A0260 41201-0000 TACK COAT TON 0.6 2.0 0.4 3.0

A0280 62502-0000 TURF ESTABLISHMENT SQYD 520 476 54 1,050

A0300 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 16 16

A0320 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 16 16

A0340 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 16 16

A0360 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 195 195

MileStone: 95% Final Review Date Completed: In Progress Report Date: 07/19/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-J ul

-2

3:

P

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C pw -w or k\ d0 gl ac -p

-h q3

_s um

_q .x ls m

]S he et

PROJECT

B.1MT NP GLAC P HQ(3)

SHEET

NUMBER

Do not price Schedule A

X

NPS PMIS No.331880A & 331881A

Sheet and Description

D E F G H

PLAN - PLAN SITE PLAN

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PERMANENT

TRAFFIC CONTROL ALLOWANCE Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 125 125

B0140 20103-0000 CLEARING AND GRUBBING SQYD 523 526 51 1,100

B0160 20401-0000 ROADWAY EXCAVATION CUYD 713 2,361 426 3,500

B0180 20411-0000 SELECT BORROW TON 395 1,497 208 2,100

B0200 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 95 5 100

B0220 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 726 2,126 148 3,000

B0240 31302-0400 AGGREGATE-TOPSOIL COURSE,

4-INCH DEPTH SQYD 177 153 25 355

B0260 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON 1,088 1,021 191 2,300

B0280 41201-0000 TACK COAT TON 0.6 2.0 0.4 3.0

B0300 41301-0600 ASPHALT PAVEMENT MILLING,

2-INCH DEPTH SQYD 7,175 225 7,400

B0320 62502-0000 TURF ESTABLISHMENT SQYD 2,425 476 199 3,100

B0340 63401-0700 PAVEMENT MARKINGS, TYPE D,

SOLID (DOUBLE YELLOW) LNFT 2,842 2,842

B0360 63403-0400 PAVEMENT MARKINGS, TYPE D SQFT 53 53

B0380 63405-1500 PAVEMENT MARKINGS, TYPE D,

"STOP" WORD MESSAGE EACH 3 3

B0400 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 32 32

B0420 63502-1200 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER, TYPE 28-INCH EACH 105 105

B0440 63502-1600 TEMPORARY TRAFFIC CONTROL,

WARNING LIGHT TYPE B EACH 32 32

B0460 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 357 357

B0480 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 280 280

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number

C pw -w or k\ d0 gl ac -p

-h q3

_s um

_q .x ls m

]S he et

2)

Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated Quantity

-J ul -2

3:

P M

MileStone: 95% Final Review Date Completed: In Progress Report Date: 07/19/24

PROJECT

B.2MT NP GLAC P HQ(3)

2-inch compacted depth

Asphalt concrete pavement, type 1, Asphalt pavement milling, 2-inch depth depth varies

Existing asphalt pavement, LC

Existing ground

C o n s tr u c ti o n l im it match existingmatch existing

5' 5'

Turf establishment limit

Turf establishment limit

C o n s tr u c ti o n l im it

500+26.46 to 515+69.83

GRINNELL DR

"ALI_MAIN_01"

MATHER DR

"ALI_MAIN_02"

600+00.00 to 613+82.60

FOOTNOTE:

10' "ALI_MAIN_02" 600+00.00 to 613+82.60

10' "ALI_MAIN_01" 507+16.10 to 515+69.83

12' "ALI_MAIN_01" 500+26.46 to 507+16.10

Traveled lane varies as follows:[1]

:3

J u ly

T Y

P

IC

A L

S E

C T

IO

N

S G

R

IN

N E

L L

D R

A N

D M

A T

H E

R D

R p w w o r k

\d

\g la c p h q ty p

M a th e r

G r in n e ll

.d g n

MATHER DR

GRINNELL DR AND

TYPICAL SECTIONS

PROJECT

C.1

Traveled lane

[1]

Varies

Traveled lane

Varies

LC

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1

8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch compacted depth course, 4-inch depth

Aggregate-topsoil topsoil course, 4-inch depth

Aggregate-

Profile grade

SCOYEN CIRCLE

�2% 2%�

Existing groundExisting ground

Shldr

2'

Travel way

14'

Travel way

14' Shldr

2' limit

Turf establishment

5'

5'

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it

[1

E x is ti n g U ti li ty

"ALI_MAIN_03"

700+11.03 to 703+44.89

Turf establishment limit prior to start of field work per approval of the CO.

and Fiber Optic). Contractor to field verify location and depth underground utilities (Gas, Sanitary Sewer, Phone, Water, Power Depth of Select Borrow is 0" within 2 horizontal feet of existing

FOOTNOTE:

:0

J u ly

T

Y P

IC

A

L S

E C

T

IO

N S

C O

Y E

N C

IR

C

L p w

-w o rk \d

\g la c -p

-h q ty p

S c o y e n .d g n

SCOYEN CIRCLE

TYPICAL SECTION

PROJECT

C.2

:2

J u ly

S u r v e y

C o n tr o l p w w o r k \d

\g la c p h q p n p G r in n e l.

d g n

SURVEY CONTROL

PROJECT

D.1

12:37 PM 15 July 2024 ]Tabulation of Plan Quantities - 1 of 2 [c:\pw-work\d0604782\glac-p-hq3_D_quantities.dgn

H

E E

T o f 2

T A

B U

L A

T

IO

N O

F Q

U A

N T

IT

IE

S

P R

O J E

C T

N U

M B

E R

S H

E

T

.2

N P

S D rw g

N o

. x x x x

S

P M

IS

N o . 3

A

A

M T

N P

G L

A C

P H

Q (3

:3

J u ly

T a b u la ti o n o f P la n

Q u a n ti ti e s o f p w w o r k

\d

\g la c p h q

D q u a n ti ti e s .d g n

SHEET 2 of 2

TABULATION OF QUANTITIES

PROJECT

D.3

FIBER

N

CP

24105 to be constructed

"ALI_MAIN_01" Line

Edge of pavement

CP

23-HQ104

GRINNELL DRIVE

G O I N

G T

O T

H E S

U N R

O A

D H E

A D

Q U

A R

T E

R S R

O A

D

Edge of pavement

Construction limit

Construction limit

0 5

N to be constructed

"ALI_MAIN_01" Line

Edge of pavement

CP

23-HQ103

CP

23-HQ201

GRINNELL DRIVE

V I N

T B

L V

D

Construction limit

Construction limit

BEGIN PROJECT

"ALI_MAIN_01" 500+00.00

E= 881147.0128

N=1581448.1020

BEGIN CONSTRUCTION

"ALI_MAIN_01" 500+22.27

E= 881168.4717

N=1581454.0385

0 5

:3

J u ly

G r in n e ll

D r iv e P la n o f p w w o r k \d

\g la c p h q p n p G r in n e l.

d g n

SHEET 1 of 2

GRINNELL DRIVE PLAN

PROJECT

D.4

SS

ASPHALT

ASP

HALT

VALVE

WATER

8" LID

VALVE

WATER

8" LID

SS26" DIA

VALVE

WATER

8" LID

VALVE

WATER

8" LID

N

CP

23-HQ202

to be constructed

"ALI_MAIN_01" Line

Edge of pavement

GRINNELL DRIVE

Edge of pavement

M A

T H

E R D

R I V

E

"ALI_MAIN_02"

.0

R t

.6

.0

R t

.8

.9

' R t

.4

63.57' Rt

+84.73

41.27' Rt

+80.70

Construction limit

Construction limit

Roadway obliteration

Roadway obliteration

END CONSTRUCTION

"ALI_MAIN_01" 515+69.83

E= 882626.7282

N=1581919.4285

"ALI_MAIN_02" 600+52.46

"ALI_MAIN_01" 514+87.68 =

obliteration, method 1

Roadway

E= 882565.9111

N=1581826.9301

"ALI_MAIN_02" 600+32.41

BEGIN CONSTRUCTION

3 5

4 5

R

:3

J u ly

G r in n e ll

D r iv e P la n o f p w w o r k \d

\g la c p h q p n p G r in n e l.

d g n

SHEET 2 of 2

GRINNELL DRIVE PLAN

PROJECT

D.5

A

P H

A L T

A S

P H

A L T

VALVE

WATER

L I D

VALVE

WATER

L I D

S S

D I A

VALVE

WATER

L I D

VALVE

WATER

L I D

+VALVE

WATER

L I D

L I D

+VALVE

WATER

L I D

L I D

+VALVE

WATER

L I D

L I D

+VALVE

WATER

L I D

L I D

N to be constructed

"ALI_MAIN_02" Line

G R

IN

N E

L L D

R

IV

E

Edge of pavement

MATHER DRIVE

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

CP

23-HQ202

CP

23-HQ203

"ALI_MAIN_01"

Construction limit

Construction limit

L

ID

L

ID

VALVE

WATER

L

ID

VALVE

WATER

L

ID

VALVE

WATER

L

ID VALVE

WATER

L

ID

VALVE

WATER

L

ID

S S

D

IA

VALVE

WATER

L

ID

N

Edge of pavement

Edge of pavement

Line to be constructed

"ALI_MAIN_02"

CP

23-HQ204

MATHER DRIVE

Construction limit

Construction limit

END CONSTRUCTION

"ALI_MAIN_01" 515+69.83

E= 882626.7282

N=1581919.4285

BEGIN CONSTRUCTION

"ALI_MAIN_01" 514+87.67

"ALI_MAIN_02" 600+52.46

7 6

E= 882565.9111

N= 1581826.9301

"ALI MAIN 02" 601+32.41

:3

J u ly

M a th e r D r iv e P la n o f p w w o r k

\d

\g la c p h q p n p

M a th e r .d g n

SHEET 1 of 2

MATHER DRIVE PLAN

PROJECT

D.6

D

IA

VALVE

WATER

L

ID

VALVE

WATER

L

ID

S S

A S

P H

A L

T

VALVE

WATER

S S

D

IA

F.O.

A S

P H

A L T

W

AT

ER

Edge of pavement

Edge of pavement Line to be constructed

"ALI_MAIN_02"

Edge of pavement

MATHER DRIVE

S C

O Y

E N C I R

C L

E"ALI_MAIN_03"

Construction limit

Construction limit

END CONSTRUCTION

"ALI_MAIN_02" 613+82.60

E= 883079.4650

N=1580712.2357

"ALI_MAIN_02" 611+70.04

"ALI_MAIN_03" 700+00.00 =

:3

J u ly

M a th e r D r iv e P la n o f p w w o r k

\d

\g la c p h q p n p

M a th e r .d g n

SHEET 2 of 2

MATHER DRIVE PLAN

PROJECT

D.7

Profile grade

Existing ground

+0.85% -1.48% +0.50% -0.09%

.0

.1

.0

.3

.0

.5

L P

.3

H

.9

.2

SSD = 480'

K = 13

30' VC

SSD = 1886'

K = 170

100' VC

HLSD = 1093'

K = 25

50' VC3

,2

.9

699+00 700+00 701+00 702+00 703+00 704+00 705+00

3,200 3,200

3,210 3,210

SD

D

IA

SS

VALVE

WATER

JB

APP

RO

XI

M

ATE

APP

RO

XI

M

ATE

SS

T

SS

APP

RO

XI

M

ATE

VALVE

WATER

W V

G

SS

SS

W V

G

EM

APP

RO

XI

M

ATE

G

WAT

ER

APP

RO

XI

M

ATE

APP

RO

XI

M

ATE

to be constructed

"ALI_MAIN_03" Line

Construction limit

Edge of pavement

Edge of pavement

Construction limit

M A

T H

E R D

R I V

E

"ALI_MAIN_02"

CP

HQ205

CP

HQ206

.0

L t

.4

.9

R t

.9

.0

R t

.9

41.32 ' Lt

+14.60

43.88 ' Rt

+07.88

.0

L t

.0

.5

L t

.8

.0

R t

.8

.0

L t

.2

.0

R t

.8

42.34 ' Lt

+03.64

43.18 ' Rt

+96.90

"ALI_MAIN_03" 702+51.53 =

"ALI_APPR_06" 0+00.00

Slope stake limit

Slope stake limit

BEGIN CONSTRUCTION

"ALI_MAIN_03" 700+11.03

E= 882942.6014

N=1580873.2677

E= 882671.2818

N=1580682.6457

"ALI_MAIN_03" 703+44.89

END CONSTRUCTION

N

S46°5 2'42"

W

S50°16' 55"W

S65°24'33"W

PI 700+82.34

Δ = 03°24'12" (RT)

R = 1,000.00' T = 29.71' L = 59.40' e = ___

PI 702+27.04

Δ = 15°07'38" (RT)

R = 600.00' T = 79.67' L = 158.41' e = ___

P C

.6

P T

.0

P C

.3

P T

.7

2 7

SCOYEN CIRCLE

R U

H

LE

D

R in Scoyen Circle Lot See sheet E.2 for continuation

"ALI_MAIN_02" 611+70.04

"ALI_MAIN_03" 700+00.00 =

:4

J u ly

S c o y e n C ir c le

P la n a n d P ro fi le p w

-w o rk \d

\g la c -p

-h q

P

P

S c o y e n .d g n

PLAN AND PROFILE

SCOYEN CIRCLE

PROJECT

D.8

:5

J u ly

T A

B U

L A

T

IO

N O

F Q

U A

N T

IT

IE

S S

C O

Y E

N C

IR

C

L E

L O p w w o r k \d

\g la c p h q E q u a n ti ti e s .d g n

SCOYEN CIRCLE LOT

TABULATION OF QUANTITIES

PROJECT

E.1

EX3

APP

ROXI

MATE

APP

ROXI

MATE

DI

ASP

HALT

ASP

HALT

ASP

HALT

ASP

HALT

F.O.

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

LO

ADI

NG

DOCK

CP

WV

WV

WV

WV

SS

SS

SS

G

SS

WV

WV

G

WVWV

EM

WV

T

T

EM

WV

EM

WVWV

WVWV

WV

WV

EM

WVWV

G

G

T

T

SS

TPTPTP

JB

TP

TP

TP

TP

VALVE

WATER

HQ206

HQ207

N

Construction limit

Construction limit Construction limit

Construction limit

Construction limit

Construction limit

Adust water valve

Adust gas valve

Manhole adjustment Manhole adjustment

Manhole adjustment

:2

J u ly

S c o y e n

C ir c le

L o t S it e P la n p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

SITE PLAN

SCOYEN CIRCLE LOT

PROJECT

E.2

Ex. ground tack coat between lifts

4-inch compacted depth, placed in two equal lifts, Asphalt concrete pavement, type 1

8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch depth

4-inch compacted depth

Aggregate topsoil course, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch depth

See travel way detail See travel way detail See shoulder detail See shoulder detail

See shoulder detail

See travel way detail N

Building Building

Verge

8.5'

Travel way

57.8'

Shoulder

2'

Travel way

101.9'

Verge

3.4'

Shoulder

2'

Travel way

24'

Shoulder

2'

TRAVEL WAY SHOULDER

SECTION A-AA

A

SECTION LAYOUT

:2

J u ly

S c o y e n

C ir c le

L o t S e c ti o p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

SECTION

SCOYEN CIRCLE LOT

PROJECT

E.3

EX3

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

LO

ADI

N

Construction limit

Construction limitConstruction limit

Construction limit

Construction limit

Construction limit

Construction limit

Edge of pavement

Edge of pavement

Edge of pavement

Edge of pavement

Auto Shop

Edge of pavement

31'

27.5'

131'

:2

J u ly

S c o y e n C ir c le

L o t

L a y o u t

P la p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

LAYOUT PLAN

SCOYEN CIRCLE LOT

PROJECT

E.4

:5

J u ly

T a b u la ti o n o f S

E S

C Q u a n ti ti p w w o r k \d

\g la c p h q p ln e c .d g n

QUANTITIES

AND SEDIMENT CONTROL

TABULATION OF SOIL EROSION

PROJECT

F.1

TELE

HQ104

CP

N

BEGIN CONSTRUCTION

Edge of pavement

Construction limits

Turf establishment

Turf establishment

Turf establishment

0 5

SCHEDULE B

"ALI MAIN 01" 500+22.26

GRINNELL DRIVE

H Q R

O A

D

TP

HQ201

HQ103

CP

N

Edge of pavement

Construction limits

Turf establishment

Turf establishment Turf establishment

GRINNELL DRIVE

V I N

T B

L V

D

Turf establishment, (government provided seed).

See sheet F.8 for details.

Install soil erosion control, fiber rolls.

LEGEND:

:4

J u ly

S E

S C

G r in n e l

D r iv e

S h e t] p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 1 of 2

CONTROL - GRINNELL DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.2

Turf establishment, (government provided seed).

See sheet F.8 for details.

Install soil erosion control, fiber rolls.

LEGEND:

VALVE

WATER

VALVE

WATER

+VALVE

WATER

HQ201

N

END CONSTRUCTION

Edge of pavement Construction limits

Turf establishment

Turf establishment

Turf establishment

Construction limit

Edge of pavement pavement

Edge of limit

Construction establishment

Turf

"ALI MAIN 01" 514+87.67

Soil Erosion control, Fiber roll

514+02 514+80 RT.

4 5

GRINNELL DRIVE

M A

T H

E R D

R I V

E

SCHEDULE B

"ALI MAIN 01" 515+68.49

"ALI MAIN 02" 600+52.46

:4

J u ly

S E

S C

G r in n e l

D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 2 of 2

CONTROL - GRINNELL DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.3

Install soil erosion control, fiber rolls.

LEGEND:

VALVE

WATER

VALVE

WATER

+VALVE

WATER

VALVE

WATER

N

Edge of pavement Construction limit

Construction limit

Turf establishment

Turf establishment Turf establishment

BEGIN CONSTRUCTION

Construction limit

Turf establishment

MATHER DRIVE

G R

IN

N E

L L D

R

IV

ESCHEDULE B

"ALI MAIN 02 600+00

VALVE

WATER

VALVE

WATER

VALVE

WATER+ +

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

HQ203

HQ204

Edge of pavement Construction limits

Construction limit Construction limit

Construction limit

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Construction limit

5 6

6 6

MATHER DRIVE

S P

E R

R Y D

R I V

E

A B

R I G

H T C I R

C L E

:4

J u ly

S E

S C

M a th e r D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 1 of 2

CONTROL - MATHER DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.4

Install soil erosion control, fiber rolls.

LEGEND:

S D

T P

+VALVE

WATER

T P

VALVE

WATER

VALVE

WATER

F.O.

W

AT

ER

Q

N

END CONSTRUCTION

"ALI MAIN 02" 611+70.44

Edge of pavement

Construction limits

Construction limits

Turf establishment

Turf establishment

Turf establishment

Turf establishment

MATHER DRIVE

S C

O Y

E N C I R

C L E

SCHEDULE B

"ALI MAIN 02" 613+82.60

"ALI MAIN 03" 700+00.00

:5

J u ly

S E

S C

M a th e r D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 2 of 2

CONTROL - MATHER DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.5

Install soil erosion control, fiber rolls.

LEGEND:

SD

VALVE

WATER

TP

TP

TP

VALVE

WATER

W V

G

W V

APP

R O

XI

M

ATE

G

WAT

ER

APP

R O

XI

M

ATE

APP

R O

XI

ATE

HQ205

CP

N

BEGIN PROJECT

END PROJECT

Edge of pavement

Construction limits

Construction limit

Construction limit

Construction limit establishment

Turf

Turf establishment

Turf establishment

Turf establishment

Turf establishment stake limit

Slope

Slope stake limit

Slope stake limit Slope stake limit

Slope stake limit

"ALI MAIN 03" 700+00.00

Soil erosion control, fiber roll

700+15 to 702+25 RT.

Soil erosion control, fiber roll

702+79 to 703+45 RT.

Soil erosion control, fiber roll

700+22 to 7031+34 LT.

Soil erosion control, fiber roll

701+64 to 702+61 LT.

Soil erosion control, fiber roll

702+83 to 703+45 LT.

2 7

SCHEDULE A

"ALI MAIN 03" 700+00.00

SCHEDULE A

"ALI MAIN 03" 703+44.89

SCOYEN CIRCLE

M A

T H

E R D

R I V

E

R U

H L E D

R

IV

E

"ALI MAIN 02" 611+70.44

:4

J u ly

S E

S C

S c o y e n C ir c le

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

CONTROL - SCOYEN CIRCLE

SOIL EROSION AND SEDIMENT

PROJECT

F.6

Install soil erosion control, fiber rolls.

LEGEND:

W V

EX3

R

APP

ROXI

MATE

W V

APP

ROXI

MATE

G

JB

TP

W V

TP

TP

W V

TP

VALVE

WATER

F.O.

G

APP

ROXI

MATE

W V

W V

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

TP

G

APP

ROXI

MATE

LO

ADI

HQ206

CP

N

HQ206

CP

HQ207

CP

Construction limit Construction limit

Construction limit

Construction limit

Construction limit

Construction limit

Construction limit

Construction limit

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Slope stake limit

Construction limit

Edge of pavement

Edge of pavement

Edge of pavement

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

Turf establishment

END PROJECT

BEGIN PROJECT

END PROJECT

Soil erosion control, fiber roll

704+14 to 704+15 LT.

Soil erosion control, fiber roll

704+73 to 705+03 LT.

Soil erosion control, fiber roll

705+84 to 706+29 LT.

Soil erosion control, fiber roll

704+82 to 705+40 RT.

Soil erosion control, fiber roll

704+83 to 704+88 RT.

Soil erosion control, fiber roll

703+68 to 704+69 RT.

3206.21El.=

'20.93

706+28.08

Soil erosion control, fiber roll

703+45 to 703+72 RT.

SCHEDULE A

"ALI MAIN 03" 706+16.03

SCHEDULE A

"ALI MAIN 03" 703+44.89

SCHEDULE A

"ALI MAIN 03" 706+16.52

:5

J u ly

S E

S C

S c o y e n

C ir c le

L o t S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SCOYEN CIRCLE LOT

CONTROL -

SOIL EROSION AND SEDIMENT

PROJECT

F.7

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

2.

1.

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

FIBER ROLL

(FT)

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

:0

J u ly

D e t

W p w w o r k \d

\g la c p h q p ln

W

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.8

:0

J u ly

T a b u la ti o n o f T e m p o ra ry

T ra ff ic

C o n tr o l

Q u a n ti ti p w w o r k

\d

\g la c p h q p ln tt c .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF TEMPORARY

PROJECT

G.1

MT NP GLAC P HQ(3)

Provide pricing for Schedule B Only

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

xx

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

xx

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

12.

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o a d

B as de ter mi ne d b y t he C

O

Wor k z on e A re a o f I nfl ue nc

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

NG

AREA

A

B

C

A

A

A

A

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

G20-2

See Note 9 W20-1

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

name of the road on which the construction does occur (applies to major construction work occurs, include a supplementary plaque indicating the If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

Maintain two-way traffic during all non-work hours except as approved.

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

and details in this traffic control plan as necessary to accommodate actual applicable to this project. The Contractor may add or delete information Not all details shown on the temporary traffic control sheets may be

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, nearest whole mile.

at each end of the project. Show the distance on the G20-1 sign to the

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

FP-24, FP-14

2/2024

FLH STANDARD

:4

J u ly

S td

-1 c p w

-w o rk \d

\S td

-1 .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.2 posted speed, not the advisory speed.

Approach speed based on the regulatory *

5.

4.

3.

2.

1.

in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD display the name of the Contractor on the pilot car.

sign at a conspicuous location on the rear of vehicle. Prominently

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved.

Final location and spacing of devices may be changed to fit field to those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar

(optional)

Flagger location

ADVANCE WARNING AREA (See Sign Spacing Table)

TERMINATION AREAVARIABLEBUFFER SPACEABC

WORK

ROAD

AHEAD

See Note 4

W20-1

BE

PREPARED

TO STOP

W20-7

(optional)

W16-2Pxxx

FEET

Flagger location

A

ROAD WORK

END

See Note 4

G20-2

W3-4

Traffic flow

Traffic flow

NOTE:LENGTH AND SPACING TABLE

SIGN SPACING TABLE

LENGTH

BUFFER SPACE

SPEED*

APPROACH

BUFFER SPACE

Spacing Table)

(See Length and

Spacing Table)

(See Length and WORK SPACE

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

FEETMPH

(WITH FLAGGERS)

ROAD CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-5

:4

J u ly

S td p w w o r k \d

\S td .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.3

Traffic flow

Traffic flow not the advisory speed.

Approach speed based on the regulatory posted speed, *

Device spacing

Spacing Table)

(See Length and Channelizing devices

(optional)

BUFFER SPACE

Flagger location

(See Length and Spacing Table)ADVANCE WARNING AREA (See Sign Spacing Table)

ATAPER AREABUFFER SPACEVARIABLEBUFFER SPACETAPER AREAABC

WORK

ROAD

AHEAD

See Note 4

W20-1

ONE LANE

ROAD

AHEAD

xx

MPH

W20-4

(optional)

W13-1P xxx

FEET

W20-7

W16-2P

Flagger location

WORK SPACE

TERMINATION AREA

ROAD WORK

END

See Note 4

G20-2 stored in the buffer space.

Do not allow equipment, materials, or vehicles to be parked or

Requirements, Section 156.

For project specific minimum width, refer to the Special Contract

WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

If closure is completely within the project limits, eliminate the ROAD display the name of the Contractor on the pilot car.

sign at a conspicuous location on the rear of vehicle. Prominently

For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) conditions as approved.

Final location and spacing of devices may be changed to fit field to those depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place signs similar

6.

5.

4.

3.

2.

1.

(optional)(optional)

NOTE:

SIGN SPACING TABLE

LENGTH AND SPACING TABLE

50' - 100' 50' - 100'

See Note 5

10' min.

ROAD TYPE

DISTANCE BETWEEN

A B C

Expressway / Freeway

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

LENGTH

SPACE

BUFFER

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

SIGNS IN FEET

FEET

SPACING IN FEET

MPH

(WITH FLAGGERS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

635-6

:4

J u ly

S td p w w o r k \d

\S td .d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.4

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

Use 7 ft minimum spacing between posts for sign posts and 6 ft minimum mounting height for secondary sign.

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

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

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

State standards may be used as an alternative if approved.

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

1.5

1.5

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

:4

J u ly

S td p w

-w o rk

\d \S td -1

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.5

:2

J u ly

T a b u la ti o n o f Q u a n ti ti p w w o r k

\d

\g la c p h q p ln p tc .d g n

TRAFFIC CONTROL QUANTITIES

TABULATION OF PERMANENT

PROJECT

H.1

BEGIN PROJECT

Proposed edge of pavement centerline, 4" width type D, solid double yellow

Apply pavement markings,preserve and protect

Existing sign, type D, solid white, 4" width

Apply pavement markings, SCHEDULE B

"ALI MAIN 01" 500+22.26

N centerline, 4" width type D, solid double yellow

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

:0

J u ly

P T

C P la n

G r in n e l

D r iv e

S h e p w w o r k

\d

\g la c p h q p ln p tc .d g n

SHEET 1 of 2

PLAN - GRINNELL DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.2 centerline, 4" width type D, solid double yellow

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

END CONSTRUCTION

preserve and protect

Existing sign, preserve and protect

Existing sign, SCHEDULE B

"ALI MAIN 01" 515+68.49

:1

J u ly

P T

C P la n

G r in n e l

D r iv e

S h e p w w o r k

\d

\g la c p h q p ln p tc .d g n

SHEET 2 of 2

PLAN - GRINNELL DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.3 type D, solid white, 4" width

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

BEGIN CONSTRUCTION

SCHEDULE B

"ALI MAIN 03" 600+00.00

N preserve and protect

Existing sign, preserve and protect

Existing sign, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

:1

J u ly

P T

C P la n

M a th e r D r iv e

S h e p w w o r k

\d

\g la c p h q p ln p tc .d g n

SHEET 1 of 2

PLAN - MATHER DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.4 preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

3207.92El.=

'0.00

613+82.60

END CONSTRUCTION

SCHEDULE B

"ALI MAIN 02" 613+82.60

:1

J u ly

P T

C P la n

M a th e r D r iv e

S h e p w w o r k

\d

\g la c p h q p ln p tc .d g n

SHEET 2 of 2

PLAN - MATHER DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.5

BEGIN CONSTRUCTION

Proposed edge of pavement

Remove and reset sign

700+22 LT.

Remove and reset sign

700+40 LT.

Remove and reset sign

702+42 LT.

light pole

Preserve and protect

700+26 RT.

protect light pole

Preserve and

702+07 RT.

END CONSTRUCTION

SCHEDULE A

"ALI MAIN 03" 700+00

SCHEDULE A

"ALI MAIN 03" 703+44.89

:1

J u ly

P T

C P la n

S c o y e n

C ir c le

S h e p w w o r k

\d

\g la c p h q p ln p tc .d g n

PLAN - SCOYEN CIRCLE

PERMANENT TRAFFIC CONTROL

PROJECT

H.6

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

5.

4.

3.

2.

1.

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge

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

E d g e o f t r a v e le d w a y

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

E d g e o f t r a v e le d w a y

E d g e o f t r a v e le d w a y

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

Location

Rural Districts

Residence Districts

Business or

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

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f t r a v e le d w a y

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

Finish ground line

NO SCALE

rectangle enclosing all the signs.

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

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

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

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

W

0.15X0.35X0.35X0.15X ty p

Z

.5

Y

H

H

H

V Y

Backfill material

W

0.125X0.25X0.25X0.25X0.125X

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

W

Backfill material

.5

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

DETAIL APPROVED FOR USE 10/2009

REVISED:

633-7W

WFLHD DETAIL

WOOD POSTS

INSTALLATION

PERMANENT SIGN

:2

J u ly

D e t

W p w w o r k \d

\g la c p h q W

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.7

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

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

3.

2.

1.

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

6'

(V

M

P H

(V

M

P H

(V

M

P H

(V

M

P H

)8"

.5

.5

14"12"14"

12"30"30"

33"

R

R

12"30"30"

.7

.7

33"

R

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

7'

9.75'8'

6'

27"

R

27"

T y p

SQFT

M in im u m

6" R

3" Minimum

9" R

"21

45"

3"R

3"R

3"R

24" Minimum

DETAIL APPROVED FOR USE 3/2003

10/2007 11/2006REVISED: 634-1W

WFLHD DETAIL

SYMBOLS AND WORDS

PAVEMENT MARKINGS

:5

J u ly

D e t W p w

-w o rk \d

\g la c -p h q

W

-1 .d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.8 required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

3.

2.

1.

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

CL

CL

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

L

T ra v e l

L

S h o u ld e r s s L h o u ld e r

L a n e

T r a v e l

L a n e

T r a v l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NOTE:

DETAIL APPROVED FOR USE 10/2007

10/2012REVISED:

634-2W

WFLHD DETAIL

PAVEMENT MARKINGS

LINEAR

:3

J u ly

D e t

W p w w o r k

\d

\g la c p h q

W

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.9