Signoff_Plan_Set_DENA_10(44).pdf
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Preliminary Plan Set
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TYPE OF CONSTRUCTION:
DESIGN DESIGNATION:
Project Location
PLANS FOR PROPOSED PROJECT
DENALI
NATIONAL
PARK
MCKINLEYPARK
R O
A D
DENALI
NATIONAL
PARK
E A
S T
F O
R K
T O
K L
A T
T O
K L
A T
R
IV
E R
R
IV
E R
HEALY
KANTISHNA
ALASKA
DENALI BOROUGH
R.19 W. R.17 W. R.15 W. R.13 W. R.11 W. R.9 W. R.7 W. R.5 W.
T .1
S
T .1
S
T .1
S
T .1
S
PROJECT LOCATION F
a ir b a n k s m ile s
A n c h o r a g e m il e s
SCALE IN MILES
5 0 5 10 15 20
35 MPH
V
SADT (2035)
SADT (2015)
NPS PMIS NO. 185910A
AK NPS DENA 10(44)
CEAN
OCITCRA
i r e B n g ea S
PACIFIC OCEAN
Gulf of A la k a s
Dillingham
Bethel ANCHORAGE
Homer
King Salmon
Kodiak
Valdez
Tok YUKON
WHITEHORSE
JUNEAU
Unalaska
Kotzebue
Nome
FAIRBANKS
Barrow
S
IB
E R
IA
C A
N A
D A
U N I T
E D S
T A
T E S
BC
PARK
NATIONAL
DENALI
NAT'L PARK
ST. ELIAS
WRANGELL-
NAT'L PARK
LAKE CLARK
N.P.
FJORDS
KENAI
NAT'L PARK
THE ARCTIC
GATES OF
N.P.
VALLEY
KOBUK
PRESERVE
KATMAI N.P.
NAT'L PARK
GLACIER BAY
ALASKA KEY MAP
k u
Y o n
R
UNI
TE
D
STATE
S
RUSS
IA
PROJECT MANAGER
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
PLANS PREPARED BY
FEDERAL HIGHWAY ADMINISTRATION
U.S. DEPARTMENT OF TRANSPORTATION
VANCOUVER, WASHINGTON
WESTERN FEDERAL LANDS HIGHWAY DIVISION
on Federal Highway Projects, FP-14
Construction of Roads and Bridges
Standard Specifications for
SPECIFICATION:
DENALI NATIONAL PARK AND PRESERVE
NATIONAL PARK SERVICE
U. S. DEPARTMENT OF THE INTERIOR
B. CHON
N
NATIONAL
PARK
SERVICE
and signing
Reclamation, paving, striping
MP 3.4 TO 14.7, PHASE II
REPAVE DENALI PARK ROAD
APPROVED:
DATE
DATE
DATE
Denali Nation Park and Preserve
Superintendent, Western Federal Lands Highway Division
Chief of Engineering, National Park Service
Regional Director, Alaska Region, SCHEDULE C: 11.3 MILES
SCHEDULE B: 8.1 MILES
SCHEDULE A: 5.8 MILES
A.1
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 a .d g n
AK NPS DENA 10(44)
A
M
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
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc tio n
Margaret
Mount
Mt Healy
Park
McKinley
Park Headquarters
Denali National
Lagoon
DENALI PARK
RO
AD
DENALI
PARK
ROAD
Fo x
Cr
Grizz ly Cr
Hornet
C r
Ice w o rm Gulc h
Jun co
Cre ek
Kin gfis her
NENANA
Ly nx
C r
C r
Lake
Horseshoe
RIVERHine s
S a v a g e
R iver
Jenny
Creek
H ines
Creek
R ile y
C r e e k
Litt le
Cre ek
Creek
Ewe
Lakes
Triple
BEGIN PROJECT
END PROJECT
Cr
N
G E
O R
G E
P A
R K
S
H
IG
H W
A
YSTAGING AREA
295+50
MILE 5 PIT
SCALE IN MILES
.5 .25 0 .5 1 1.5 2
E = 1754003.4243
N = 3559260.9894
E = 1807899.2743
N = 3553932.3810
VICINITY MAP
Campground
Savage River
TRUCK TURN AROUND
SAVAGE RIVER BRIDGE
SAVAGE RIVER PARKING WEST
777+53
M.P. 3.4 to 14.7, Phase II
Repave Denali Park Road
AK NPS DENA 10(44)
180+00.00
M.P. 3.4 to 14.7, Phase II
Repave Denali Park Road
AK NPS DENA 10(44)
C ELUDEHCS
A EL
UDEHCS B ELUDEHCS
473+30
SCHEDULE A
BEGIN
350+00
SCHEDULE B
BEGIN
A.3
STATE PROJECT
NUMBER
SHEET
P 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 a c .d g
R J O
H N
S O
N
P O
B
C h e c k e d b y
D e s ig n e d b y
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
LC
FOOTNOTE:
2 2
Varies
Varies
SAFETY EDGE DETAIL
NOTE:
6-inch compacted depth foamed asphalt, Full depth reclamation with
Existing road
LC
2 2
Varies 1 Varies
Existing ground
DENALI PARK ROAD OVERLAY
Existing pavement surface
NO SCALE
pavement surface
Match existing
Pullout
Shoulder Shoulder
1' to 2' 1' to 2'
30°
Varies
Varies
Varies
Varies
Width varies ground
Existing
DENALI PARK ROAD FULL DEPTH RECLAMATION
AGGREGATE PULLOUT
PAVED PULLOUT
Va rie s
Pullout width varies reclamation
Full depth this sheet (typ.)
Edge Detail
See Safety
Asphalt concrete pavement
Existing ground
First lift asphalt concrete pavement
Second lift asphalt concrete pavement 3-inch compacted depth method 2, Roadway aggregate, 3.
2.
1.
Traveled laneTraveled lane depth, placed in 2 equal lifts, Type II-A roughness
0.3 to < 3 million ESAL, 3-inch compacted
-inch nominal maximum size aggregate,4 3-inch or 2
Asphalt concrete pavement, gyratory mix, cover safety edge aggregate to
Place roadway pavement concrete
Asphalt
Full Depth Reclamation includes paved pullouts.
Road Overlay work, see typical this sheet.
After full depth reclamation is complete, perform Denali Park boring logs, existing pavement depths, etc.
September 15, 2015 for geotechnical information, including
See Final Geotechnical Memorandum No. 26-15, dated full depth reclamation
Existing pavement or
Roadway aggregate, method 2
Roadway aggregate, method 2
Detail this sheet, typical
See Safety Edge
Roadway aggregate, method 2
Detail this sheet, typical
See Safety Edge
TYPICAL SECTIONS
reclamation locations.
See Sheets C.1 to C.2 and D Sheets (D.1 - D.22) for full depth
Aggregate Pullout quantities included in Item 30202-2000.
See D Sheets (D.3 - D.22) for pullout locations.
computed using 22.5 feet width.
Match existing top pavement width. Pavement width quantities
2% minimum cross slope and match existing supers.
SCHEDULE C: 180+00 to 777+53
SCHEDULE B: 350+00 to 777+53
SCHEDULE A: 473+30 to 777+53
SCHEDULE C: 180+00 to 777+53
SCHEDULE B: 357+00 to 777+53
SCHEDULE A: 473+30 to 777+53
SCHEDULE A: 681+14 to 685+70
See Safety Edge Detail this sheet, typical
Existing ground this sheet, typical
See Safety Edge Detail
C o n s tr u c ti o n l im it
C o n s tr u c ti o n l im it ground
Existing
(see above typical section)
Asphalt concrete pavement overlay method 2
Roadway aggregate, Shoulder
1' to 2'
Traveled lane
Traveled lane
Shoulder
1' to 2'
C o n s tr u c ti o n l im it
C o n s tr u c ti o n l im it
C.7
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 c f.
d g n
AK NPS DENA 10(44)
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
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
Existing gate to remain
180+08
BEGIN PROJECT
To Rock Creek Reservoir
Flagpole Parking LotN
N
180+00 to 200+00
DENALI PARK ROAD
Boring location
188+75, 7' LT
B u s
T u rn a ro u n d
T o D o g K e n n e ls
NOTE:
1.
E=1807899.2743
N=3553932.3810
B e g in d o u b le s o li d y e ll o w pavement surface
Existing pavement marking
Centerline pavement marking
Centerline from 180+00 to 777+53.
Apply Permanent Pavement Markings
180+00.00
M.P. 3.4 to 14.7, Phase II
Repave Denali Park Road
AK NPS DENA 10(44)
2 equal lifts, Type II-A roughness compacted depth, placed in
0.3 to < 3 million ESAL, 3-inch maximum size aggregate, gyratory mix, 1#2-inch or 3#4-inch
Asphalt concrete pavement, Transition zone
50'
SCHEDULE A 473+30
SCHEDULE B 350+00
SCHEDULE C 180+00
BEGIN SCHEDULE C
D.5
STATE PROJECT
NUMBER
SHEET
AK
NPS DENA 10(44)
A u g u s t
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 fe .d g
K
P a r k e r
M e a d o w s
C h e c k e d b y
D e s ig n e d b y
00+381 ot 0
0+08 noitamalce r ht ped llu
F
00+802 ot 00+191 noitamalcer htped lluF
6-inch compacted depth with foamed asphalt, Full depth reclamation coat Apply tack milling Asphalt pavement
DETAIL
PAVEMENT CONNECTION
SG1
4-
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
N
N
200+00 to 230+00
DENALI PARK ROAD
MP4
pavement marking
Centerline
00+802 00+191 noitamalcer htpe d lluF pavement marking
Centerline noitamalcer htped lluF noitamalcer htped lluF
D.6
STATE PROJECT
A u g u s t
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 ff .d
M e a d o
C h e c k e d b y
D e s ig n e d b y to 221+70
214+50 reclamation
Full depth
+50 t o 22 1+70
222+50 to 260+00PRELIM
IN
ARY
Not For
Con str uc
CP
26114
CP
26114
CP
CP
26115 26116
N
N
230+00 to 260+00
DENALI PARK ROAD
1+ to
+34 , L
T pavement marking Centerline pavement marking Centerline pu llo ut d et ail
Se e
Sh ee t C .7 fo r p av ed
D.7
STATE PROJECT
A u g u s t
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 fg .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y noita malce r htp ed llu
F noit amalc er ht ped lluF 00+06
2 ot 05+22
00+062 ot 0
5+222
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
GPS
PK1
N
N
260+00 to 290+00
DENALI PARK ROAD
Boring location
264+90, RT lane
T R w oll e y n e k o r b ni g e
B
B e g in d o u b le s o li d y e ll o w
L
T
B e g in b r o k e n y e ll o w
B e g in d o u b le s o li d y e ll o w
MP5
pavement marking
Centerline
See Sh eet C.6 for pav ed pullo ut deta il281+59 to 2
85+23, LT
D.8
STATE PROJECT
A u g u s t
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 fh .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y noitamalcer htped ll uF noitamalcer htped lluF
276+00 to 290+30
266+00 to 271+90
SG14
-10
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
290+00 to 320+00
DENALI PARK ROAD
Boring location
314+00, 7.5' RT
Stabilized Construction Exit Details
See Sheet E.1 for
Staging area
Mile 5 Pit
MP6
approach road
Mile 5 Pit
295+50 pavement marking
Centerline pavement marking
Centerline
+40 to 3 13+
Full dep th r ecla matio n
00+733 ot 05+513 noitamalcer htped lluF noitamalcer htped lluF
05+313 ot 04+192
D.9
STATE PROJECT
A u g u s t
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 fi .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
Full depth reclamation
276+00 to 290+30
SG14-11
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
320+00 to 350+00
DENALI PARK ROAD
Boring location
341+00, 9.5' LT
R
T
B e g in b r o k e n y e ll o w pavement marking
Centerline pavement marking
Centerline noitamalcer htped lluF
00+733 ot 05+513 noitamalcer htped lluF
00+733 ot 05+513 noitamalcer htped lluF
00+053 00+543
D.10
STATE PROJECT
A u g u s t
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 fj .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
0 3
SG14-12
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
MOOSE
GPS
N
H in e s
C r e e k
350+00 to 380+00
DENALI PARK ROAD
Boring location
370+80, 7' RT
B e g in d o u b le s o li d y e ll o w
L
T
B e g in b r o k e n y e ll o w
B e g in d o u b le s o li d y e ll o
MP7
SG14-13
approach road
Mile 7 Pit
368+00 pavement marking
Centerline pavement marking
Centerline
See Sheet C.7 for paved pullout detail
377+18 to 383+17, LT
D.11
STATE PROJECT
A u g u s t
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 fk .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
BEGIN SCHEDULE B
+13
4 ot 07+773 noit amalc er ht ped ll uF
04+86 3 ot
+75 noita malc er h tpe d ll uF
04+863 ot 00+753 noitamalcer htped lluF
5 3
5 3
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
380+00 to 410+00
DENALI PARK ROAD
377+70 to 4 31+50
Full de pth rec lamation
R
T
B e g in b r o k e n y e ll o w
L
T
B e g in b r o k e n y e ll o w
B e g in d o u b le s o li d y e ll o w
R
T
B e g in s o li d y e ll o w
B e g in s in g le b r o k e n y e ll o w pavement marking
Centerline pavement marking
Centerline
See Sheet C.6 for paved pullout detail
377+18 to 383+17, LT
See Sh eet C.6 for pa ved pu llout de tail401+60 to 4
05+79, LT
D.12
STATE PROJECT
A u g u s t
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 fl .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y noitamalcer htped llu F
05+134 ot 07+773
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
410+00 to 440+00
DENALI PARK ROAD
R
T
B e g in b r o k e n y e ll o w
377+50 to 431+50
Full depth reclamation
B e g in s in g le b r o k e n y e ll o
MP8
pavement marking
Centerline
433+00 to 438+00
Full depth reclamation
439+00 to 442+00
Full depth reclamation
Full depth reclamation
377+50 to 431+50
D.13
STATE PROJECT
A u g u s t
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 fm .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
SG14
-15
NPS Drwg. No. 136/125480
NPS PMIS No. 207748
PRELIM
IN
ARY
Not For
Con str uc
440+00 to 470+00
DENALI PARK ROAD
444+00 to 453+20
Full depth reclamation
L
T
B e g in b r o k e n y e ll o w
B e g in s o li d y e ll o w
R
T w oll e y dil o s el b u o d ni g e B pavement marking
Centerline pavement marking
Centerline
439+00 to 442+00
Full depth reclamation
459+00 to 467+50
Full depth reclamation
469+50 to 473+23
D.14
STATE PROJECT
A u g u s t
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 fn .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
Full depth reclamation
See Sheet C.7 for paved pullout detail
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
GPS
MP9
470+00 to 500+00
DENALI PARK ROAD
473+30 to 539+40
Full depth reclamation
Full depth reclamation
473+30 to 539+40
MP9
pavement marking Centerline pavement marking Centerline
D.15
STATE PROJECT
A u g u s t
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 fo .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
473+30
BEGIN SCHEDULE A
469+50 to 473+23
Full depth reclamation
See Sheet C.7 for pullout detail4
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
500+00 to 530+00
DENALI PARK ROAD
473+30 to 539+40
Full depth reclamation
Boring location
515+00, 11' LT
473+30 to 539+40
Full depth reclamation
B e g in b r o k e n y e ll o w
L
T
B e g in b r o k e n y e ll o w
B e g in d o u b le s o li d y e ll o w
R
T
R
T
B e g in s o li d y e ll o w
B e g in s in g le b r o k e n y e ll o w
MP10
pavement marking Centerline pavement marking Centerline
515+00, 11' LT
Boring location
D.16
STATE PROJECT
J u ly
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 fp .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
SG14-16
SG14-
total = 158,724 sqft pullout = 7967 sqft
150,757 SQFT
RECLAMATION
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
530+00 to 560+00
DENALI PARK ROAD
542+90 to 610+00Full depth reclamation pavement marking
Centerline pavement marking
Centerline
542+90 to 610+00
Full depth reclamation
473+30 to 539+40
Full depth reclamation
See Sheet C.7 for paved pullout detail
532+66 to 536+12, RT
See Sheet C.7 for paved pullout detail
554+44 to 558+09, LT
D.17
STATE PROJECT
A u g u s t
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 fq .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
MP11
N
N
560+00 to 590+00
DENALI PARK ROAD
Full depth reclamation
542+90 to 610+00
Full depth reclamation
542+90 to 610+00
Boring location
564+50, 7' LT
MP11
R
T
B e g in b r o k e n y e ll o w
B g in s in g le b r o k e n y e ll o w
569+13 to 570+88, RT
See Sheet C.7 for pullout detail pavement marking
Centerline
D.18
STATE PROJECT
A u g u s t
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 fr .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
5 5
0 5
SG14-17
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
590+00 to 620+00
DENALI PARK ROAD
Full depth reclamation
542+90 to 610+00
00+016 ot 09+245 noitamalcer htped lluF
L
T
B e g in b r o k e n y e ll o w
B e g in d o u b le s o li d y e ll o w
R
T
B e g in s o li d y e ll o w pavement marking
Centerline pavement marking
Centerline
L
T
614+00 to 639+50
Full depth reclamation
618+71 to 621+95, LT paved pullout detail
See Sheet C.7 for
D.19
STATE PROJECT
A u g u s t
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 fs .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
5 6
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
620+00 to 650+00
DENALI PARK ROAD
614+00 to 639+50
Full depth reclamation
Full depth reclamation
Full depth reclamation
614+00 to 639+50
641+20 to 646+00
R
T
B e g in b r o k e n y e ll o w
L
T
B e g in d o u b le s o li d y e ll o w
R
T
B e g in s o li d y e ll o w B e g in b r o k e n y e ll o w
B e g in s in g le b r o k e n y e ll o w
MP12
pavement marking
Centerline pavement marking
Centerline
618+71 to 621+95
See Sheet C.7 for paved pullout detail
D.20
STATE PROJECT
A u g u s t
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 ft .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
5276 sqft
SG14-18
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
VISTA
R iv e r
C a m p g ro u n d
T o S a v a g e
N
N
650+00 to 680+00
DENALI PARK ROAD
650+30 to 697+50Full depth reclamation
Full depth reclamation
650+30 to 697+50
SHUTTLE STOP
CAMPGROUND
SAVAGE RIVER
672+87 to 674+06, RT
NOTE:
1.
30' R
24'
30' R 30' R 25' R
30' R 25' R
D.27 for detail
See Sheet
12" wide stop line, D.27 for detail
See Sheet
12" wide stop line, STOP STOP
16'
STOP
17' system
Install sign
670+02, LT
system
Install sign
671+95, LT
system
Install sign
673+28, LT
R1-1 R1-1 R1-1 pavement marking
Centerline pavement marking
Centerline and for Paved Shuttle Stop Pullout Detail.
See Sheet G.1 for Approach Road Detail surfaced approach
Aggregate
672+12 LT
Boring location
659+80, 6' RT
See Sheet G.1 for details Paved shuttle stop pullout
See Sheet G.1
Paved approach
670+21 LT
See Sheet G.1
Paved approach
673+34 LT
D.21
STATE PROJECT
A u g u s t
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 fu .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
SG14-19
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
680+00 to 710+00
DENALI PARK ROAD
650+30 to 697+
Full depth reclamation
Existing gate to remain
686+00
Savage River cabin trail
681+14 to 685+
70, RT
R
T
B e g in b r o k e n y e ll o w
B e g in s in g le b r o k e n y e ll o w
MP13
pavement marking
Centerline pavement marking
Centerline
650+30 to 697+50
Full depth reclamation
705+00 to 714+90
Full depth reclamation
D.22
STATE PROJECT
J u ly
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 fv .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
See Sheet C.7 for pav ed pullout detailSee aggreg ate surface pullout de tail
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
SAVAGE
N
N
710+00 to 740+00
DENALI PARK ROAD
716+40 to 728 +70
Full dept h reclamation
705+00 to 714+90 Full depth reclamation
L
T
B e g in b ro k e n y e ll o w
B e g in d o u b le s o li d y e ll o w
R
T
B e g in s o li d y e ll o w
MP14
noitamalcer htped lluF
07+827 ot 04+617 pavement marking
Centerline
D.23
STATE PROJECT
J u ly
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 fw .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
G
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
740+00 to 770+00
DENALI PARK ROAD
t o
Fu ll d ep th r ec la m at io n
754+60 to 757+30Full depth reclamation
762+10 to 773+30
Full depth reclamation
754+60 to 757+30 Full depth reclamation pavement marking
Centerline pavement marking
Centerline
0+ t o 7
+96 , L
T
Se e S he et
C.
7 f or pa ve d p ull ou t d eta il
D.24
STATE PROJECT
A u g u s t
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 fx .d
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
G
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
SAVAGE
RIVER
R iv e r P a r k in g T o S a v a g e
770+00 to 777+53
DENALI PARK ROAD
N
NOTE:
1.See Sheet G.1 for Approach Road Detail.
SG14-22
777+53
50' R
+3 o t
+2
6-inch compacted depth with foamed asphalt, Full depth reclamation
50'
Transition bridge deck
Existing concrete
6+ t o
7+
CONNECTION DETAIL AT OVERLAY
SAVAGE RIVER BRIDGE
EXISTING
SAVAGE RIVER BRIDGE
2 equal lifts, Type II-A roughness compacted depth, placed in
0.3 to < 3 million ESAL, 3-inch maximum size aggregate, -inch4 3-inch or 2
1gyratory mix, Asphalt concrete pavement, Apply tack coat pavement marking
Centerline
END PROJECT
E = 1804314.21
N = 3583472.55
Asphalt paving milling
Fu ll de pt h
LT
for detail
See Sheet D.27
12" Wide stop line
R ec la m at io n
50' R no it a ma lc er h tp ed ll uF
777+53
M.P. 3.4 to 14.9, Phase II
Repave Denali Park Road
AK NPS DENA 10(44)
END SCHEDULE A, B, C
D.25
STATE PROJECT
A u g u s t
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 fy .d
P a r k
.M e a d o
C h e c k e d b y
D e s ig n e d b y
See Sheet G.1
Paved approach
775+21 RT
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
GPK FILE DATED 9/14/2010
PROJECT COORDINATES GEO COORDINATES
POINT
NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID
HEIGHT
COMBINED
FACTOR DESCRIPTION
MOOSE 3550871.686 1789582.137 2723.362 63° 42'51.453469 N 149°04'48.351685 W 2768.4028 0.99979332 5/8" IR w/FHWA alum cap
MP9 3549649.065 1780632.001 3045.525 63° 42'40.649037 N 149°08'07.394338 W 3090.6972 0.99977502 5/8" IR w/FHWA alum cap
MP11 3549466.889 1769895.824 2972.154 63° 42'40.230969 N 149°12'05.745633 W 3017.3361 0.99977522 5/8" IR w/FHWA alum cap
PK1 3551519.343 1798690.710 2389.035 63° 42'56.498240 N 149°01'25.945351 W 2433.8651 0.99981245 PK nail
SAVAGE 3554180.909 1758307.038 2719.833 63° 43'27.995761 N 149°16'21.783212 W 2764.8071 0.999784 5/8" IR w/FHWA alum cap
VISTA 3550822.767 1762672.916 2759.539 63° 42'54.441273 N 149°14'45.711692 W 2804.6453 0.99978329 5/8" IR w/FHWA alum cap
26114 3551606.042 1802078.005 2263.854 63°42'56.836830 N 149°0'10.722976 W 2308.595 0.99981966 5/8" IR w/FHWA alum cap
26115 3551500.075 1801722.830 2276.862 63°42'55.848288 N 149°0'18.643923 W 2321.615 0.99981891 5/8" IR w/FHWA alum cap
26116 3551696.792 1801370.337 2297.104 63°42'57.838530 N 149°0'26.400792 W 2341.86 0.99981781 5/8" IR w/FHWA alum cap
11651 3559690.531 1755295.944 2604.379 63°44'22.563870 N 149°17"27.292190 W 2649.1896 0.99991501 5/8" IR w/FHWA alum cap
11652 3559651.590 1754698.581 2592.619 63°44'22.245640 N 149°17"40.574410 W 2637.4286 0.999914854 5/8" IR w/FHWA alum cap
Note:
PROJECT : Repave Denali Park Road 3.4 to 14.9
DATE OF FIELD WORK :7/2010
DATE OF FINAL ADJUSTMENT :7/2010
PROJECT UNITS : US SURVEY FOOT
COORDINATE SYSTEM : SPCS NAD83; Alaska Zone 4
EPOCH DATE :2003.000
VERTICAL DATUM : NAVD88 based on Geoid 06
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.
STATE PROJECT
DENA 10(41) D.26AK
c:
\m yf ile s\ pw _p ro du ct io n\ d0
D
EN
A _1
4_
C on tr ol
Sh ee t.
xl sx ]S he et
-A ug -2
2:
P M
W
FL
H D
S ur ve y
D av ie s
D es ig ne d by
C he ck ed b y:
NUMBER
SURVEY CONTROL
SHEET
PRELIM
IN
ARY
Not For
Con str uc
PAVEMENT MARKINGS
LINEAR
10'30'10'30'10'
4" broken yellow centerline
NOTE:
NO SCALE
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 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
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
L w
Minor approach 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 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
Turnout
See Detail this sheet allow sufficient sight distance.
Locate 12" wide stop line to m a x m in
STOP LINE DETAIL
D.27
STATE PROJECT
NUMBER
SHEET
J u ly
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 fy y y .d g
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
NO SCALE
NOTE:
m at ch ex ist in g m atchexisting
Existing connecting roadway width Match existing
ELEVATION
PAVED ROAD APPROACH
1 FOOTNOTE:
LC LC
V a r ia b le seiraV
LC
Edge of asphalt pavement connecting roadway
Match existing
DETAILS
MISCELLANEOUS
Exisiting curb, timber to remain
Exisiting shuttle bus platform to remain
See Sheet C.2
Denali Park Road Overlay.
See Sheet C.3
Full Depth Reclamation.
Denali Park Road
PLAN
Approximately 6" of handwork anticipated
Pullout width variesTraveled way to remain curb reveal
6" Existing See Sheet C.2
Overlay Section
Denali Park Road
Length varies
Length varies Mainline
See D Sheets for approach road geometry.1.
672+87 to 674+06, RT
PULLOUT DETAIL
PAVED SHUTTLE STOP
Match existing super elevation or crown.
See Sheet C.1 for Pavement Structure Quantities.
Asphalt pavement milling
775+21, RT
673+33, LT
670+21, LT
G.1
STATE PROJECT
NUMBER
SHEET
A u g u s t
I n t_ ft m y fi le s p w p r o d u c ti o n d d e n a g a .d g
P a r k
M e a d o
C h e c k e d b y
D e s ig n e d b y at curb face
Taper to 3" depth depth reclamation
During full
NPS Drwg. No. 184/80294
NPS PMIS No. 185910A
PRELIM
IN
ARY
Not For
Con str uc
File details come from the government source that posted it. Updated .