Preliminary_Plans_dena01035_Planset_WW.pdf

PRELIMINARY

INDEX TO SHEETS

A.2

STATE PROJECT

NUMBER

SHEET

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e n a a b .d g n

AK PFH DENA 10(35)

A

M

S e p te m b e r

T

P h a n

C h e c k e d b y

D e s ig n e d b y

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

3201 3558346.933 1816069.249 1750.111 63°44'00.943545"N 148°54'57.608572"W 1794.7465 0.99984952 5/8" IR W/FHWA ALUM CAP 1.

3202 3558413.222 1816151.158 1749.164 63°44'01.582324"N 148°54'55.764235"W 1793.7995 0.9998496 5/8" IR W/FHWA ALUM CAP

13301 3554221.140 1809785.940 2070.375 63°43'21.364736"N 148°57'18.672153"W 2115.1876 0.99983178 5/8" IR W/FHWA ALUM CAP

13302 3554685.173 1810860.986 2047.231 63°43'25.758535"N 148°56'54.632948"W 2092.0174 0.9998333 5/8" IR W/FHWA ALUM CAP

13303 3554814.106 1811576.615 2005.368 63°43'26.911428"N 148°56'38.695598"W 2050.1413 0.99983557 5/8" IR W/FHWA ALUM CAP

13304 3555044.355 1812188.113 1966.002 63°43'29.078066"N 148°56'25.032783"W 2010.7589 0.99983769 5/8" IR W/FHWA ALUM CAP

13305 3555033.138 1812652.544 1933.484 63°43'28.891737"N 148°56'14.724250"W 1978.2376 0.99983942 5/8" IR W/FHWA ALUM CAP

23172 3554500.963 1810340.782 2064.562 63°43'24.029529"N 148°57'06.250844"W 2109.3582 0.99983227 1/2" IR W/YPC

25100 3553982.374 1809414.955 2075.527 63°43'19.074250"N 148°57'26.995792"W 2120.3527 0.99983139 1/2" IR W/RPC

25101 3554012.631 1809155.927 2073.436 63°43'19.413633"N 148°57'32.736031"W 2118.265 0.99983139 1/2" IR W/RPC

DENA1 3557364.642 1815636.234 1766.133 63°43'51.347383"N 148°55'07.595861"W 1810.798 0.99984858 5/8" IR W/FHWA ALUM CAP

RILEY1 3558095.725 1819614.314 1639.084 63°43'57.872971"N 148°53'38.963573"W 1683.7063 0.99985624 5/8" IR W/FHWA ALUM CAP

PROJECT : Denali Park Road MP 0 to 3.4 DATE OF FIELD WORK : Multiple Entries

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Alaska zone 4 SPCS NAD83 CORS96

EPOCH DATE : 2002.000

VERTICAL DATUM : Orthometric Elevations based on the NAVD88 GEOID09

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

C

M yF ile s\

Pr oj ec ts

\A la sk a\

D en al i\

G

PS

En tr an ce _C on tr ol S he et .x ls x]

Sh ee t 4-

A pr

-2

:1

A M

W

FL

H D s ur ve y

W

FL

H D s ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

D.

SHEET

NUMBER

DENA 10(35)AK

SURVEY CONTROL

NOTE:

2.

1.

CONTROL QUANTITIES

EROSION /SEDIMENT

TABULATION OF

the CO.

material storage areas. Place silt fence as directed by

Silt fence is allowance quantity to be used at staging, locations.

Locations are approximate. Coordinate with the CO for final

G.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a d a .d g n

AK PFH DENA 10(35)

P

S e p te m b e r

T

P h a n

C h e c k e d b y

D e s ig n e d b y

NPS Drwg. No. 184/80295

NPS PMIS No. 185904A

10.4 x 16 60201 -0800

60201 -0800

Station

ES

TI

M A

TE

D M

A X

IM

U M

C O

V

ER

S

TR

U C

TU

R A L

EX

C A V A

TI

O N

-I

N C H

P

IP

E C U

LV

ER

T

-I

N C H

P

IP

E C U

LV

ER

T (T

EM

PO

R A R Y)

S K

EW

A N

G

LE

A llo w ab le P ip e

M at er ia l (S ee k ey b el ow

B

EV

EL

S

1V :n

H

B

EV

EL

S

1V :n

H

REMARKS

See below for numbered notes

FEET CUYD LNFT LNFT Lt Rt

4+95 2 56 50 30 A, AS

39+00 2 65 58 20 A, AS

Roundabout 1 36 40 40 A, AS Roundabout 1 36 40 40 A, AS 159+60 2 67 60 45

PROJECT TOTAL 260 248 80

Allowable Pipe Material

NOTE: A Aluminum AS Aluminized steel P Plastic

1. Aluminized steel pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table (steel).

2. Aluminum pipe culvert minimum wall thickness is the thickness required by the Std. 602-1 fill height table.

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

c:

\m yf ile s\ pw

_p ro du ct io n\ d0

D en a1

5_ ea .x ls x]

S he et 6-

S ep

-2

8:

A

M T.

P ha n 4/

D es ig ne d by

C he ck ed b y:

STATE PROJECT

H.1

SHEET

NUMBER

PRA DENA 10(35)AK

NPS PMIS No. 185904A NPS Drwg. No. 184/80295

Note: The quantities shown hereon are approximate and are subject to field adjustments.

QUANTITIES

PERMANENT TRAFFIC CONTROL

TABULATION OF

J.1

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a p a .d g n

AK PFH DENA 10(35)

S e p te m b e r

C h e c k e d b y

D e s ig n e d b y

FOOTNOTE:

contractor's construction activities.

The government will perform final sign installation at the end of the activities. Relocate signs as directed by the CO for during construction.

Remove signs only if they are immediately conflict with construction [1]

NPS Drwg. No. 184/80295

PAVEMENT MARKINGS

LINEAR

NO SCALE

J.10

STATE PROJECT

NUMBER

SHEET

S e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a p j.

d g n

AK NPS DENA 10(35)

C h e c k e d b y

D e s ig n e d b y

10'30'10'30'10'

4" broken yellow centerline

NOTE:

s s

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

L s

S h o u ld e r

L a n e

T r a v e l

L a n e

T r a v e l

S h o u ld e r

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

L w

Minor approach w w w

CL

CL

L a n e

L a n e

Design location of top lift pavement joint pavement markings and

Offset centerline for

Centerline as required

4" solid double yellow centerline

Edge of pavement markings when specified

Approach road pavement

Major approach road required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines

Varies

See Detail this sheet allow sufficient sight distance.

Locate 12" wide stop line to m a x m in

STOP LINE DETAIL

CROSSWALK DETAIL

24" 84"

4.

3.

2.

1.

Adjust crosswalk marking width if directed by the CO.

by the maintaining agency.

pavement markings when specified on the plans or when required

Typical pavement marking widths are shown. Use wider locations.

widening area. See staking details for curve widening transition

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

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

Place edge line pavement markings at asphalt/concrete curb

Edge of road

2'

2' to 6'

4" dotted white line to roundabout

Turnout or approach NPS Drwg. No. 184/80295

Thickness

Material

SECTION A - A

NOTE:

AA

PLAN

INLAID PAVEMENT MARKINGS

other requirements.

4. See SCR Section 634 for marking installation tolerances and dimensions.

3. See Sheets J.4 and J-11 for marking length and width

"Standard Highway Signs", current edition.

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

the "Manual on Uniform Traffic Control Devices" (MUTCD),

1. Place pavement word and symbol markings in accorance with

NO SCALE

PAVEMENT MARKINGS

TYPE

PAVEMENT MARKING AREAS

SQFT

YIELD Word Marking 24

J.12

STATE PROJECT

NUMBER

SHEET

U

S S u r ft m y fi le s p w p r o d u c ti o n d a k k i.

d g n

AK PRA DNA 10(35)

S e p te m b e r

K

H A

R R I S

O N

H I N

S H

A W

C h e c k e d b y

D e s ig n e d b y

Marking Length

Taper

3 ± 1 in.

Taper

3 ± 1 in.

.1 i n

M a r k in g w id th

W id th

M a r k in g

Top of pavement Marking material d e p th

G r o o v e

"YIELD" WORD MARKING

7'

4" minimum