MT_NP_GLAC_P_HQ(1)-70_PlanInHand_0001.pdf

IR

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

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 e (max)

V

Seasonal ADT (YR+20)

Seasonal ADT (2022)

ADT (YR+20)

ADT (2022)

0.060

25 MPH

X

X

<400

<400 and drainage improvements.

Roadway reconstruction, parking area restoration

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

DESIGN DESIGNATION:

SPECIFICATION:

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

PROJECT MANAGER

M. TRAFFALLIS

DATE

Glacier National Park

Superintendent, APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

NATIONAL

PARK

SERVICE

PROJECT LOCATION

N

N O

T

FO

R

CO

N

STRU

CTI

O

N

REHABILITATION

GLAC HQ PARKING AREA

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED PROJECT

NPS PMIS NO. 319138 & 319139

MT NP GLAC P HQ(1)

FLATHEAD COUNTY MONTANA

GLACIER NATIONAL PARK

LENGTH: 0.133 MILES

See vicinity map Sheet A.3

Scale in miles

0 5 105

Columbia Falls

Whitefish

Glacier

West

PARK

NATIONAL

GLACIER

FOREST

NATIONAL

FLATHEAD

Horse

Hungry

Coram

P

LAN

I

N H

AN

D

:4

P

M a r c h

T it le

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

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

PROJECT

NUMBER

SHEET

A.1

NPS Drwg No. XXX/XXXX NPS PMIS No. 319138, 319139

MT NP GLAC P HQ(1)

EL. 1234.56

BH TP

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

W

RIP

DI

G W G WV

E

N 0

CP GPS

SEC. SEC.

36 31

36 31

N

T T

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

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, T = telephone pedestal, TV = CATV pedestal,

- no symbol -

DI

A A

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

11/2001 DETAIL APPROVED FOR USE

6/2022

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

ABBREVIATIONS

PLAN SYMBOLS AND

:4 a rc h

P la n S y m b o ls a n d A b b re v ia ti o n s p w

-w o rk

\d \g la c -p

-h q p ln g e n .d g n

WFLHD DETAIL

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

A.2

N

BEGIN PROJECT

RESUME PROJECT

MAINTENANCE AREA

VINT BLVD

EMPLOYEE PARKING AREA

Middle Fork

Flathead River

G r in n e ll D r

Vint Blvd

Mather Dr.

S c o y e n C ir c le

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

O ld R iv e r

B ri dg e R d

O ld R iv e r B r id g e R d

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

S 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

100+12

200+20

:4 a rc h

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 .d g n

VICINITY MAP

PROJECT

A.3

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J

PLAN AND

PROFILE

APPROACH

ROADS AND

PARKING

AREAS

SOIL EROSION

AND

SEDIMENT

CONTROL

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

PLAN

PERMANENT

TRAFFIC

CONTROL

PLAN

UTILITY

DETAILS ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM All ALL

A0040 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM All ALL

A0050 15401-0000 CONTRACTOR TESTING LPSM ALL

A0060 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0070 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0080 20103-0000 CLEARING AND GRUBBING SQYD 429 1,790 281 2,500

A0090 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 11 2 13

A0100 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 1,180 60 1,240

A0110 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 620 30 650

A0120 20401-0000 ROADWAY EXCAVATION CUYD 940 13,820 1,540 16,300

A0130 20402-0000 SUBEXCAVATION CUYD 225 25 250

A0140 20411-0000 SELECT BORROW TON 1,050 13,855 1,495 16,400

A0150 20435-2000 BACKFILL, GRANULAR CUYD 91 10 101

A0160 20702-0800 GEOTEXTILE FILTER, CLASS 2, TYPE C SQYD 108 11 119

A0170 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 498 6,576 926 8,000

A0180 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH SQYD 132 734 84 950

A0190 40301-0000 ASPHALT CONCRETE PAVEMENT TON 217 3,059 224 3,500

A0200 41201-0000 TACK COAT TON 1 96 10 107

A0210 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE EACH 2 2

A0220 60412-3000 REMOVE AND RESET INLET EACH 2 2

A0230 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 1,200 60 1,260

A0240 61501-0600 SIDEWALK, EXPOSED AGGREGATE COLORED CONCRETE SQYD 619 31 650

A0250 62501-0000 TURF ESTABLISHMENT ACRE 0.1 0.3 0.1 0.5

A0260 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID (white) LNFT 2,636 264 2,900

A0270 63405-1350 PAVEMENT MARKINGS, TYPE D, STRAIGHT ARROW EACH 5 5

MileStone: 70% Plan in Hand Date Completed: In Progress Report Date: 03/08/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

8-

M ar

-2

3:

P

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

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

-h q1

-s um m ar y.

xl sm ]S he et

STATE PROJECT

B.1NP GLAC P HQ(1)MT

SHEET

NPS PMIS No. 319138, 319139

Turf estabisment limit

Turf estabisment limit

LC

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 18-inch compacted depth

Existing ground

Existing ground

2'

1'

Paved Shldr

9'

Travel way

9'

Travel way

1'

Paved Shldr

2'

LC

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 18-inch compacted depth

Varies

Varies

Existing ground

1' Aggregate Topsoil Shldr

1' Aggregate Topsoil Shldr

Profile grade

VINT BLVD

100+12 to 102+52

Existing ground

Profile grade

HEADQUARTERS ROAD

200+20 to 200+68

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 s

Travel way

9'

Travel way

9'

NOTE:FOOTNOTE:

Match ExistingMatch existing

Shldr Aggregate Topsoil

Shldr Aggregate Topsoil

�2% 2%�

2.

1.

Apply tack coat according to Subsection 401.06.

additional design data to use in constructing the project.

See FAR Clause 52.236-4, Physical Data and Section 152 for 1 limits could have construction operations.

Area between edge of asphalt and construction

1 1

:3

J a n u a ry

T y p ic a l S e c ti o n s o f p w

-w o rk \d

\g la c -p

-h q

-p ln -t y p

.d g n

TYPICAL SECTIONS

PROJECT

C.1

:4 a r c h

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 ln p p .d g n

SURVEY CONTROL

PROJECT

D.1

:4 a r c h

T a b u la ti o n o f P la n a n d P r o f il e Q u a n ti ti p w w o r k \d

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

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.2

12" PINE

24" PINE

CURB

DAMAGED

24" PINE

TP

12" PINE

12" PINE

TP

CNP1 1

18" PINE

JB

G

18" PINE

24" PINE

24" PINE

W V

267080

S I D

E W

A L

K C

O N

C R

E T

E

N limit

Construction limit

Construction Construction limit

Profile grade

Existing ground

RESUME PROJECT SUSPEND PROJECT

PAVEMENT CONNECTION DETAIL

NTS

50' Smooth connection

.3

R e s u m e P r o je c t tack coat joint

4" Vertical saw cut,pavement

Existing

See C_Sheets

Pavement structure, Line to be constructed

Edge of pavement

PI 200+28.50

Δ = 04°11'52" (RT)

R = 777.00' T = 28.48' L = 56.93' e = ___

N59°36'33"E N63°48'26"E

P C

.0

P T

.9

P O

B

.0

P O

E

.2

200+00 201+00

3,190 3,190

3,200 3,200

3,210 3,210

-0.97% +0.48% +0.57%

.0

.3

L P

.9

HLSD = INF'

K = 48

70' VC3

,2 .8

HEADQUARTERS ROAD

H E

A D

Q U

A R

T E

R S

E

P L

O Y

E E

P A

R K

IN

G A

R E

A

.7

.0

' L t

.1

.0

' L t

.8

.2

' L t

.3

.5

' R t

.1

.5

' R t

.1

.0

' R t

REHABILITATION, PHASE 1

HEADQUARTERS ROAD

"ML_HQ2" 200+20.33

E= 881,879.2635 N= 1,581,019.1828

REHABILITATION, PHASE 1

HEADQUARTERS ROAD

"ML_HQ2" 201+68.43

E= 882,011.7638 N=1,581,085.3221

VINT BLVD MAINTENANCE AREA

:4 a rc h

H e a d q u a rt e rs

R o a d

P la n a n d

P ro fi le p w

-w o rk \d

\g la c -p

-h q p ln p p .d g n

PROJECT

D.3

I

N L E T

I

N L E T

W V W

V N

U T

IN

L E T

O

U T L E T A

P R

O X

IM

A T E

S S

N O

R T

H R

IM

L

ID

S I D

E W

A L

K P

A V

E D

D I

C O

N C

R E T E

D I

C O

N C

R E T E

VALVE

WATER

L

ID

YEILD

B

IR

C H

C O

N C

R E T E

P A

V E

D

Q U

E S

T

IO

N A

B L E S

E W

E R L

IN

E

HOUSING AREA RESIDENTS AND GUESTS ONLY

B

IR

C H

S

T O

P V I N

T B

O U

L E

V A

R D

AUTHORI

ZED

VEHI

CLE

S

ONLY

F

IRH

Q

P

IN

E

N

R

R

Edge of pavement constructed

Line to be limit

Construction

Construction limit

RESUME PROJECT

SUSPEND PROJECT

PAVEMENT CONNECTION DETAIL

NTS

50' Smooth connection

.2

B e g in P r o je c t tack coat joint

4" Vertical saw cut,pavement

Existing

See C_Sheets

Pavement structure, PI 100+96.71

Δ = 00°26'54" (RT)

R = 15,000.00' T = 58.70' L = 117.39' e = ___

PI 102+58.56

Δ = 00°14'10" (LT)

R = 25,000.00' T = 51.51' L = 103.02' e = ___

S24°37'21"E S24°10'26"E

P C

.0

P C

.0

P T

.4

P O

B

.0

100+00 101+00 102+00

3,190 3,190

3,200 3,200

3,210 3,210

-0.89% -0.67% +0.77%

.0

.1

.0

.8

.0

.7

L P

.4

L

.1

H

.4

SSD = 915'

K = 41

50' VC

HLSD = INF'

K = 49

70' VC

HLSD = INF'

K = 35

50' VC

,1

.8

VINT BLVD

.1

.0

L t

.7

.0

L t

.5

.9

L t

.1

.0

L t

.2

.3

L t

.3

.0

L t

+11.27 51.24' Lt

+12.92 64.44' Rt

.2

.0

L t

.1

.0

R t

.1

.9

R t

G R

IN

N E L D

R

IV

E

HEADQUARTERS

EMPLOYEE PARKING AREA

VINT BLVD

MAINTENANCE AREA

REHABILITATION, PHASE 1

VINT BLVD

"HZ_Vint_Blvd" 100+12 REHABILITATION, PHASE 1

VINT BLVD

"HZ_Vint_Blvd" 1012+52.39

E= 881,863.6001 N= 1,581,474.3454

E= 881,764.5179 N=1,581,693.3624

:4 a rc h

V in t_ B lv d

P la p w

-w o rk \d

\g la c -p

-h q p ln p p .d g n

VINT_BLVD PLAN

PROJECT

D.4

:5 a r c h

T a b u la ti o n P a r k in g A r e a Q u a n ti ti p w w o r k

\d

\g la c p h q p ln m is c .d g n

QUANTITIES

TABULATION PARKING AREA

PROJECT

E.1

Edge of SidewalkEOS=

Point of tangentPT=

Center of curveC.C.=

Point of curvaturePC=

Edge of pavementEOP=

Abbreviations

All elevations are top of subgrade.1.

NOTE:

:5 a r c h

H e a d q u a r te r s E m p lo y a r k in g

A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 1 OF 2)

PARKING AREA

HEADQUARTERS EMPLOYEE

PROJECT

E.2

IN

L E T

IN

L E T

W

VW

V N

U T

W

VW

V N

U T

W

VW

V N

U T

X

IN

L E T

D I

VALVE

WATER

L

ID

D I

Q U

E S

T

IO

N A

B L E S

E W

E R L

IN

E

S S

N O

R T

H R

IM

L

ID

W

S

T E E L

J B

VALVE

WATER

L

ID VALVE

WATER

L

ID

J B

T P

C N

P

J B

T E L E

P

H O

N E V

A U

L T L

ID

G

T P

W V

N

CP

CP

CP

aggregate colored concrete.

Sidewalk, exposed aggregate colored concrete.

Sidewalk, exposed

VINT BLVD

aggregate colored concrete.

Sidewalk, exposed aggregate colored concrete.

Sidewalk, exposed concrete , 12-inch depth

Curb and gutter, concrete , 12-inch depth

Curb and gutter, tree (approx.)

Removal, individual tree

Removal, individual individual tree

Removal, individual tree

Removal, H E

A D

Q U

A R

T E

R S

R O

A D

Remove and reset inlet

Remove and reset inlet gutter, concrete

Removal of curb and

VINT BLVD

MAINTENANCE AREA

5 6

9 10

13 14

24 25

101 102

HQ106

HQ108

HQ107

21'R

21'R

R

'R

R

R

R2

R

R

R

B

B

A A

NOTE:

Unless otherwise shown, protect existing trees and vegetation.1.

:5 a r c h

H e a d q u a r te r s E m p lo y e e P a r k in g A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 2 of 2)

EMPLOYEE PARKING AREA

HEADQUARTERS

PROJECT

E.3 placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 18" compacted depth

Select borrow, 18" compacted depth

8-inch compacted depth

Roadway aggregate, method 2 placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 12-inch depth

Curb and gutter, concrete, colored concrete, 4-inch depth

Sidewalk, exposed aggregate colored concrete, 4-inch depth

Sidewalk, exposed aggregate concrete, 12-inch depth

Curb and gutter, concrete, 12-inch depth

Curb and gutter, 12-inch depth

Curb and gutter, concrete, Existing ground

Existing ground

Existing ground

Existing ground

Existing ground

FOOTNOTE:

8' 1.5'

43' 1.5'

1.5' 40.8'1.5'

8'

Varies�

Varies �

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 s

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 s

5'

5'

3'

3'

SECTION A-A

SECTION B-B

li m it s

C o n s tr u c ti

3' 3'Do not disturb existing vegetation li m it s

C o n s tr u c ti limits could have construction operations.

Area between edge of asphalt and construction

:5 a rc h

H e a d q u a rt e rs E m p lo y e e P a rk in g

A re a S e c ti o p w

-w o rk

\d \g la c -p

-h q p ln m is c .d g n

PARKING AREA SECTIONS

HEADQUARTERS EMPLOYEE

PROJECT

E.4

:5 a r c h

V in t

B lv d M a in te n a c e A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 1 OF 3)

VINT BLVD MAINTENACE AREA

PROJECT

E.5

I

N L E T

I

N L E T

W V W

V N

U T

C O

N C

R E T E

D I

C O

N C

R E T E

VALVE

WATER

L

ID

YEILD

C O

N C

R E T E

C P

H Q

I

R W F

H W

A A

L U

M C

A P

AUTHORI

ZED

VEHI

CLE

S

ONLY

S P E E

D

G P S

H Q

I

R W F

H W

A A

L U

M C

A P

J B

P

H O

N E V

A U

L T L

ID

W V

SIDEWALKCONCRETE

G P S

H Q

P K W

W A S

H E

R

W F

W V

W V

W V

G a s

W F

G a s

G a s

G a s

G a s

G a s

G a s

G a s

G a s

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

N

Edge of pavement

Edge of pavement

Existing concrete slab

1 2 3 4

26 27

Edge of pavement

Edge of pavement

Existing Building

Existing Building Existing Building

Existing Building

Existing

Building

A

A

VINT BLVD

H E

A D

Q U

A R

T E

R S R

O A

D

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(SHEET 2 OF 3)

MAINTENACE AREA

VINT BLVD

PROJECT

E.6

A

P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

G a s

G a s

G a s

G a s

P

V C

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

E X

R

W V

S T

O P

T P

T P

E O

M P

A R

K I N

G

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

W V W

V

A P P

R O

X

IM

A T E

W V

A P P

R O

X

IM

A T E

D I

A P P

R O

X

IM

A T E

S S

W V

S S

E X

R

S D

N concrete slab

Existing

Rock swale tree (2)

Removal of individual

Edge of pavement

Edge of pavement

Slope stake limits

R

Slope stake limits

Existing building Existing building Existing building

Existing building Existing building Existing building

Existing building

Existing building

16'

R 3

R

R

R

R

R

R

R

R

R

75'

Construction limits

Construction limits

B

B C

C D

D

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(SHEET 3 OF 3)

MAINTENACE AREA

VINT BLVD

PROJECT

E.7

Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, Existing fuel island

Drip line

Drip line

�Varies

SECTION A-A

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 s

21'

�Varies Varies�

SECTION B-B

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 s

F a c e o f b u il d in g

F a c e o f b u il d in g

:5 a rc h

V in t

B lv d M a in t A re a

S e c ti o n s

S h e e t o f p w

-w o rk

\d \g la c -p

-h q p ln m is c .d g n

(SHEET 1 OF 2)

AREA SECTIONS

VINT BLVD MAINTENANCE

PROJECT

E.8

Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, Drip line

Drip line placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, 18-inch compacted depth

Select borrow, Existing ground

Rock swale

4'

4'

�Varies Varies�

SECTION C-C

F a c e o f b u il d in g

F a c e o f b u il d in g

�Varies

�Varies

Varies�

Varies�

SECTION D-D

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 s

4'

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V in t

B lv d M a in t A re a

S e c ti o n s

S h e e t o f p w

-w o rk

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-h q p ln m is c .d g n

(SHEET 2 OF 2)

AREA SECTIONS

VINT BLVD MAINTENANCE

PROJECT

E.9 material (curb) Bed course

Top of curb elevation

6"

12"

1'-6"

6"

"2

1"R

1"R

"2

12-INCH DEPTH

CURB AND GUTTER, CONCRETE

6" colored concrete 4-inch depth

Sidewalk, exposed aggregate

4-inch compacted depth

Bed course material (sidewalk)

Varies �

SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE TYPICAL

1:1 1:

1 4'

4' encapsulated with geotextile, class 2, type C Granular backfill material

Cut slopeCut slope

2% � � 2% � VariesVaries �

Original ground

ROCK SWALE TYPICAL

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M is c D e ta il p w

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MISCELLANEOUS DETAILS

PROJECT

E.10

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Q u a n ti ti e s

S h e t] p w w o r k

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TABULATION OF QUANTITIES

PROJECT

J.1

9'

9'

9'

' 10.4'10.4'

24'19'

N solid, Type D (white)

Pavement markings, solid, Type D (white)

Pavement markings, EMPLOYEE PARKING AREA

1"=40'

LEGEND

Snow pole holder, see Sheet H.4 for details.

FOOTNOTE:

[1] concrete gutter.

pavement marking to asphalt pavement. Do not apply markings to Total parking stall depth = 20' (1' gutter + 19' stripe). Apply 19'

[1]

:1 a r c h

E

M P

P a r k

S h e p w w o r k

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STRIPING PLAN

EMPLOYEE PARKING AREA

PROJECT

J.2

P

V C

S D

9'

9'

9'

N

1"=40'

.1

.1 solid, Type D (white)

Pavement markings, solid, Type D (white)

Pavement markings, Type D, Straight arrow (typ.)

Pavement markings, MAINTENANCE AREA

VINT BLVD

LEGEND

Snow pole holder, see Sheet H.4 for details.

:5 a r c h

V

I N

T P a r k

S h e p w w o r k

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STRIPING PLAN

AREA

VINT MAINTENANCE PARKING

PROJECT

J.3

Locations are approximate. Final locations to be set by CO.

1'-6"

Top of curb elevation

6"

1" R

" R2 material (curb)

Bed course concrete, 12-inch depth

Curb and gutter, steel pipe (holder)

" O.D. dia. std.2

Bed course

See Snow Pole Holder Cap Detail.

" below top of pavement.8

" to8

Recess top of cap

2"

DETAIL

SNOW POLE HOLDER

DETAIL

SNOW POLE HOLDER CAP

" plate2 middle of the 3

" hole in the 8 drill

" O.D. dia. plate,2

" x 34 steel pipe (cap)

3" O.D. dia. std.

12-INCH DEPTH

CURB AND GUTTER, CONCRETE, FOOTNOTE:

[1]

[1]

[1]

:1 a r c h

S n o w p o le

D e ta il

S h e p w w o r k

\d

\g la c p h q p ln p tc

.d g n

DETAILS

SNOW POLE HOLDER

PROJECT

J.4