Part 1_Prelim Plans_Porcupine.pdf
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- AK PRA DENA 10(31), PORCUPINE FOREST ROAD REPAIR
- Solicitation number
- DTFH70-11-B-00012
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Preliminary Plans - Part 1
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N
C a th e d ra l
M o u n ta in
Igloo
Mtn.
Sable
Mountain
DENALI NATIONAL PARK WILDERNESS
Tributary
C re e k
Polychrome
Pass
Po ly ch ro m e
M ou nt ai n
T O
K L A T
RIVER
1 0 1 2 3 4
D
EN
A
LI
P
A R K R
O A D
Ranger
Cabin
Ig lo o C re e k
T O
K L
A T
R
IV
E R
Toklat Pit
E A S
T F
O R
K
C r e e k
B ig
(M.P. 53.38)
AK PRA-DENA 10(31) A.3
VICINITY MAPScale in miles
0.5
To G eo rg e P ar ks H wy 3 m ile s
(M. P. 52.44)
2768+99.58
Carwile Pit
Waste Area
(M.P. 55.50)
(M.P. 52.44)
Truck Turn-Around
Water Source
Toklat Pit/Toklat River
(M.P. 50.50)
Truck Turn-Around
END PROJECT
BEGIN PROJECT
PORCUPINE FOREST ROAD REPAIR
PORCUPINE FOREST ROAD REPAIR
(M.P. 50.75)
2679+66
To Toklat Pit
1 mile
Sable
Pass
To Mile 70 Pit
Cullers Creek
Waste Area
(M.P. 51.28)
2707+50
STATE PROJECT
SHEET
NUMBER
A p r
A
M d e a c .d g n
D a n S te r le y h e c k e d b y
K ti e S w e n s o n e s ig n e d b y
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
PRELIM
IN
ARY
Not fo r C onstr ucti on
TYPICAL SECTIONS
AK PRA-DENA 10(31) C.3
C o n s tr u c ti o n l im it
Va rie s
1:1.5
1:
1.
C o n s tr u c ti o n l im it
Existing ground
CL
C o n s tr u c ti o n l im it
Va rie s
Varies
Traveled Way
Varies
Traveled Way
Profile grade
1:1.5
Existing ground
Varies
Varies
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
SURFACING SECTION B
SURFACING SECTION A
Varies
Varies
CL
11 Varies
Traveled Way
Varies
Traveled Way
Profile grade
Earthwork geotextile, type III-A
Aggregate surface course, 6-inch compacted depth Select borrow
Select borrow, 12-inch compacted depth
1:
1.
5C o n s tr u c ti o n l im it
2681+00 to 2682+25
2683+80 to 2686+06
2699+37 to 2713+50
2724+00 to 2726+50
2729+50 to 2731+00
2743+80 to 2755+60
1’ minimum
1’ minimum
Aggregate surface course, 6-inch compacted depth
A p r
P
M d e c c .d g n n S te r e c k e d b y
M tt H a a p la s ig n e d b y
Not to scale
12" TYP
FOOTNOTE:
Road width varies. See Traveled Way table, Sheet C.2.
Superelevate roadway as shown in the Staking Report.
Construct slopes as shown in the Staking Report.
Place Earthwork geotextile, Type III-A on finished road subgrade prior to placing select borrow.
Provide 12-inches minimum compacted select borrow below aggregate surface course.
Place and compact Aggregate Surface course from existing ground to match finished grade.
See Connection Detail, Sheet D.2.
2679+66 to 2681+00
2682+25 2683+80
2755+60 to 2768+00
2767+52.50 to 2768+99.58
PRELIM
IN
ARY
Not fo r C onstr
AK PRA-DENA 10(31) C.4
1:
1.
BLANKET DRAIN SECTION
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
C o n s tr u c ti o n l im it
Va rie s
1:1.5
1:
1.
C o n s tr u c ti o n l im it
Existing ground
Varies Varies
CL
11 Varies
Traveled Way
Varies
Traveled Way
Profile grade
SURFACING SECTION C
Geogrid
C o n s tr u c ti o n l im it
1:1.5
1:
1.
C o n s tr u c ti o n l im it
Existing ground
Varies Varies
CL
11 Varies
Traveled Way
Varies
Traveled Way
Profile grade cap pipe end
Min. 2%
Select borrow, 18-inch compacted depth
Aggregate surface course, 6-inch compacted depth
Select borrow, 18-inch compacted depth
Geogrid
6-inch slotted blanket drain pipe
Subgrade
1:
1.
Section A-A
12-inch blanket drain collector pipe
C o n s tr u c ti o n l im it
12"
18"
A
A
Select borrow, 18-inch compacted depth
Aggregate surface course, 6-inch compacted depth
Aggregate surface course, 6-inch compacted depthCOLLECTOR PIPE
SECTION
Geogrid
1:1.5
1’ minimum
1’ minimum m in im u m
Earthwork geotextile, type I-C
Earthwork geotextile, type I-C
Earthwork geotextile, type I-C
6-inch slotted blanket drain pipe
2686+06 to 2699+37
2713+50 to 2724+00
2726+50 to 2729+50
2731+00 to 2743+80
DAYLIGHT
SECTION
Select borrow
Bedding material
2" Bedding material
A p r
P
M d e c d .d g n n S te r e c k e d b y tt H a a p s ig n e d b y
2-inch bedding material
Earthwork geotextile, type I-C
2687+06 - Daylight 2688+06 - Daylight 2688+86 - Daylight 2689+60 - Daylight 2690+35 - Daylight 2691+21 - Daylight 2692+06 - Daylight
2692+91 to 2693+77 - Collector Pipe 2694+93 - Daylight
2695+80 to 2697+60 - Collector Pipe 2698+33 to 2699+37 - Collector Pipe
FOOTNOTE:
Road width varies. See Traveled Way table, Sheet C.2.
Superelevate roadway as shown in the Staking Report.
Construct slopes as shown in the Staking Report.
See D Sheets and G.1-G.2 for pipe locations.
See G.6 for layout detail.
Not to scale
12" TYP
12" TYP
12"
NOTE:
1. Place Earthwork geotextile, Type I-C and Geogrid on finished road subgrade prior to placing select borrow.
2. Provide 18-inches minimum compacted select borrow below aggregate surface course.
3. Cover the end of the outlet pipe with galvanized No. 17 gage hardware cloth screen having approximately 1/2-inch x 1/2-inch mesh openings. Hold the screen securely in place with standard coupling bands or by other approved means.
Install screen, see Note 3
PRELIM
IN
ARY
Not fo r C onstr
AK PRA-DENA 10(31) C.5
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
SPECIAL DITCH SECTION
6" 1:
1.
51:1.5
1 Varies
Traveled Way
1:1.5
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
Va rie s
Varies
Traveled Way
2 Varies Varies
Existing ground
1:
1.
Profile grade
Earthwork geotextile, type III-A
0" DITCH
SECTION
6" DITCH
SECTION
A p r
A
M d e c e .d g n n S te r e c k e d b y tt H a a p s ig n e d b y
Select
Borrow
FOOTNOTE:
Road width varies. See Traveled Way table, Sheet C.2.
Superelevate roadway as shown in the Staking Report.
Construct slopes as shown in the Staking Report.
Place Earthwork geotextile, Type III-A and Select borrow, minimum 12-inch compacted depth from the edge of existing road to new edge.
Place geotextile on finished road subgrade.
Select borrow
Aggregate surface course, 6-inch compacted depth
Not to scale
2739+95 to 2741+50 - 6" (LT)
2754+50 to 2755+38.50 - 6" (RT)
2760+46.67 to 2764+00 - 0" (RT)
PRELIM
IN
ARY
Not fo r C onstr
2682+50 2687+50
AK PRA-DENA 10(31) D.2
N
BEGIN PROJECT
AK PRA DENA 10(31)
2679+66 N = 3476002.942
E = 1645986.394
EL = 3439.33
2680 2685 2690
Profile grade
Existing ground
Construction limits
Line to be staked and constructed
33803380
EXC.
CUYD
EMB.
CUYD
A p r
A
M d e d b .d g n n S te r e c k e d b y ti e S w e n s s ig n e d b y
24’ 24’-18’ 18’ 18’-24’ 24’-34’ 34’ 34’-24’ 24’ 24’-22’ 22’
D
R= 880.00’
T= 62.70’
L= 125.19’
D
R= 280.00’
T= 104.41’
L= 199.88’
D
R= 380.00’
T= 38.63’
L= 76.99’
D
R= 380.00’
T= 61.49’
L= 121.92’
Parking Pulloff
2683+30 to 2683+80 (Taper In)
2683+80 to 2684+36 (Belly)
2684+36 to 2684+86 (Taper Out)
Surfacing Section B See Sheet C.3 for details.
Roadway widths, See sheet C.2 emax = 3.2% emax = 4.0% emax = 4.0% emax = 4.0%
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
Existing surfacing
CONNECTION DETAIL
MATCH EXISTING ROADWAY
M A
T C
H P
O I N
T
Aggregate surface course, 6-inch compacted depth
Landslide; existing conditions are expected to be different than topography linework shown.
LEGEND
BD blanket drain
UD underdrain
LOCATION MATCH POINT
2768+99.58 2767+52.50
2679+66.00 2681+00.00
AT BEGINNING
OF PROJECT
AT END
OF PROJECT
Surfacing Section A See Sheet C.3 for details.
Surfacing Section A See Sheet C.3
Surfacing Section B See Sheet C.3 for details. for details.
B E
G I N E
N D
S U
R F
A C I N
G S
E C
T I O
N
BEGIN/END
SURFACING SECTION
Aggregate surface course, compacted
Surfacing Section C See Sheet C.4 for details.
P O
T
.0
P C
.5
P T
.7
P C
.1
P T
.0
P C
.5
P T
.5
P C
.1
P T
.0
I n s ta ll s lo tt e d B
D p ip e
I n s ta ll s lo tt e d B
D p ip e
,4
.1
-2.4332%
80’ VC
K = 30
SSD = 450’
,4
.1
-5.0650%
170’ VC
K = 12
,4
.7
+8.
-6.8143%
360’ VC
K = 23
SSD = 222’
,4
.9
-7.1338%
100’ VC
K = 313
SSD = 3427’
I n s ta ll s lo tt e d
B D p ip e
I n s ta ll s lo tt e d B
D p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
I n s ta ll e n e r g y d is s ip a to r
,4
.3
CP
CP
28004
28005
PRELIM
IN
ARY
Not fo r C onstr
3350 3350
3360 3360
2692+50 2697+50 2702+50
AK PRA-DENA 10(31) D.3
N
EXC.
CUYD
A p r
A
M d e d c .d g n n S te r e c k e d b y ti e S w e n s s ig n e d b y
2690 2695 2700 2705
Mile Post 51
2692+80
Profile grade
Construction limits
Line to be staked and constructed
Underdrain System RT See Sheet G.5 for details.
33703370
22’ 22’-24’ 24’ 24’-22’ 22’ 22’-24’ 24’
LEGEND
Intervisible Passing Pullout
2692+16 to 2692+36 (Taper In)
2692+36 to 2693+36 (Belly)
2693+36 to 2693+56 (Taper Out)
Surfacing Section B See Sheet C.3 for details.
Existing ground
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269
D
R= 1,200.00’
T= 74.96’
L= 149.73’ emax = 3.0%
D
R= 1,200.00’
T= 162.45’
L= 322.93’ emax = 3.0%
D
R= 230.00’
T= 99.10’
L= 187.14’ emax = 4.0%
D
R= 200.00’
T= 75.82’
L= 144.94’ emax = 4.0%
D
R= 450.00’
T= 125.57’
L= 244.90’ emax = 4.0%
BD
UD
existing culvert outlet ditch new culvert outlet ditch blanket drain underdrain
Blanket Drain Collector Pipe LT See Sheets C.4 and G.7 for details.
Blanket Drain Collector Pipe LT See Sheets C.4 and G.7 for details.
Blanket Drain Collector Pipe LT See Sheets C.4 and G.7 for details.
Surfacing Section C See Sheet C.4 for details.
P C
.0
P T
.7
P C
.6
P T
.5
P C
.1
P T
.2
P C
.0
PT 2703+
06.96
PC
2703+
54.86
PT 2704+
99.79
I n s ta ll s lo tt e d B
D p ip e
I n s ta ll s lo tt e d B
D p ip e
I n s ta ll s lo tt e d B
D p ip e
I n s ta ll s lo tt e d
B D p ip e
I n s ta ll s lo tt e d
B D p ip e
-7.1338%
I n s ta ll s lo tt e d B
D p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
I n s ta ll e n e r g y d is s ip a to r
I n s ta ll s lo tt e d B
D p ip e I n s ta ll
B
D o u tl e t p ip e I n s ta ll
U
D o u tl e t p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
C le a n c u lv e r t o u tl e t d it c h
I n s ta ll s lo tt e d B
D p ip e I n s ta ll
U
D o u tl e t p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
C le a n c u lv e r t o u tl e t d it c h
MP
CP
CP
CP
CP
MP 51
28006
28007
28008
28009
I n s ta ll
U u tl e t p ip e I n s ta ll p ip c lv e r t
I n s ta ll
U tl e t p ip e
I n s ta ll
U
D o u tl e t p ip e I n s ta ll p ip e c u lv e r t
C o n s tr u c t c u lv e r t o u tl e t d it c h
I n s ta ll s lo tt e d B
D p ip e
,3
.7
300’ VC
K = 86
-3.6294%
I n s ta ll s lo tt e d B
D p ip e I n s ta ll
B
D o u tl e t p ip e I n s ta ll
U
D o u tl e t p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
C le a n c u lv e r t o u tl e t d it c h
I n s ta ll s lo tt e d B
D p ip e I n s ta ll
B
D o u tl e t p ip e I n s ta ll
U
D o u tl e t p ip e I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
C le a n c u lv e r t o u tl e t d it c h
-7.1338%
PRELIM
IN
ARY
Not fo r C onstr
2707+50 2712+50 2717+50
AK PRA-DENA 10(31) D.4
N
EXC.
CUYD
A p r
A
M d e d d .d g n n S te r e c k e d b y ti e S w e n s s ig n e d b y
2705 2710 2715 2720
3330 3300
Profile grade
Existing ground
Construction limits
C U
LL
ER
S C
R
EEK
24’-22’ 22’ 22’-24’24’-34’ 34’ 34’-24’ 24’ 24’-22’ 22’ 22’-24’ 24’ 24’-22’ 22’ 22’-24’ 24’ 24’-22’
22’
D
R= 900.00’
T= 93.88’
L= 187.07’
D
R= 78.00’
T= 116.83’
L= 153.21’
D
R= 260.00’
T= 70.37’
L= 137.45’
D
R= 500.00’
T= 103.15’
L= 203.44’
D
R= 600.00’
T= 98.85’
L= 195.93’
LEGEND
Intervisible Passing Pullout
2714+15 to 2714+35 (Taper In)
2714+35 to 2714+80 (Belly)
2714+80 to 2715+00 (Taper Out)
Parking Pulloff
2707+25 to 2707+75 (Taper In)
2707+75 to 2708+31 (Belly)
2708+31 to 2708+81 (Taper Out)
Intervisible Passing Pullout
2718+90 to 2719+10 (Taper In)
2719+10 to 2719+55 (Belly)
2719+55 to 2719+75 (Taper Out)
Line to be staked and constructed
Surfacing Section C See Sheet C.4 for details.
Surfacing Section B See Sheet C.3 for details.
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269 emax = 4.0% emax = 4.0% emax = 4.0% emax = 3.0% emax = 3.2%
M.P. 51.28
Waste material site, reshape to drain existing culvert outlet ditch new culvert outlet ditch
2708+07
Install 72" pipe culvert with riprap headwall at inlet and outlet
See Sheet G.3
PT
+99
.79
PC 2705+64.46
PT 270
7+01.91
PC 2707
+25.62
P C
.6
P T
.7
P C
.5
P T
.9
P C
.4
P T
.8
I n s ta ll p ip e c u lv e r t
S e e s h e e t
G .3 f o r d e ta il s
,3
.5
90’ VC
K = 59
SSD = 754’
,3
.3
-5.1506%
60’ VC
K = 61
SSD = 1122’
,3
.8
-6.1386%
180’ VC
K = 37
,3
.2
-1.2821%
-5.9295%
130’ VC
K = 28
SSD = 297’
CP
CP
GPS
28010
28011
MOE1
I n s ta ll p ip e c u lv e r t
C o n s tr u c t c u lv e r t o u tl e t d it c h
,2
.4
-6.4362%
80’ VC
K = 158
SSD = 2169’
,2
.6
90’ VC
K = 97
,2
.1
-5.5092%
-10.7349%
90’ VC
K = 17
SSD = 251’
I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
I n s ta ll p e c u lv e r t
I n s ta ll c a tc h b a s in
-5.9295%PRELIM
IN
ARY
Not fo r C onstr
03210
I n s ta ll p ip e c u lv e r t
I n s ta ll p ip e c u lv e r t
R e m o v e c u lv e r t
I n s ta ll p ip e c u lv e r t
C le a n c u lv e r t o u tl e t d it c h
-10.7349%
,2
.9
70’ VC
K = 10
,2
.2
-3.5708%
-4.7148%
80’ VC
K = 70
SSD = 983’
,2
.5
180’ VC
K = 28
,2
.6
+1.7843% -3.0327%
100’ VC
K = 21
SSD = 274’
,2
.6
100’ VC
K = 13
,2
.0
+4.85 78%
90’ VC
K = 41
SSD = 541’ 2
,2
.0
2+2.6814
+10 .4
2%
100’ VC
K = 13
,2
.9
80’ VC
K = 7
SSD = 136’
I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
I n s ta ll p ip e c u lv e r t
I n s ta ll e n e r g y d is s ip a to r
I n s ta ll c a tc h b a s in
I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
CP
GPS
GPS
GPS
M O E1
CU
RLY1
P T
.3
P C
.3
P T
.7
P C
.4
P T
.7
P C
.0
P T
.9
P C
.2
P T
.8
P C
.3
P T
.1
P C
.4
P T
.6
P C
.1
P T .5
P C .8
N
PRA-DENA 10(31)AK D.5
2722+50 2727+50 2732+502720 2725 2730 2735
Line to be staked and constructed
Construction limits
Existing ground
Profile grade
22’ 22’-24’ 24’24’-22’ 22’ 22’-24’ 24’24’-22’ 22’ 22’-24’24’ 24’-22’ 22’ 22’-24’ 24’ 24’-22’ 22’ 22’-24’ 24’ 31703170
EXC.
CUYD
A p r
A
M d e d e .d g n n S te r e c k e d b y ti e S w e n s s ig n e d b y
24’-18’
D
R= 800.00’
T= 68.89’
L= 137.44’
D
R= 800.00’
T= 90.52’
L= 180.27’
D
R= 120.00’ T= 32.01’ L= 62.57’
R= 460.00’
T= 52.59’
L= 104.73’
D
D
R= 1,000.00’
T= 7.09’
L= 14.18’ D
R= 1,000.00’
T= 60.79’
L= 121.44’
D
R= 1,000.00’
T= 18.49’
L= 36.97’
LEGEND
Intervisible Passing Pullout 2721+15 to 2721+35 (Taper In) 2721+35 to 2721+80 (Belly) 2721+80 to 2722+00 (Taper Out)
Intervisible Passing Pullout 2725+50 to 2725+70 (Taper In) 2725+70 to 2726+15 (Belly) 2726+15 to 2726+35 (Taper Out)
Intervisible Passing Pullout 2728+95 to 2729+15 (Taper In) 2729+15 to 2729+60 (Belly) 2729+60 to 2729+80 (Taper Out)
Intervisible Passing Pullout 2731+40 to 2731+60 (Taper In) 2731+60 to 2732+05 (Belly) 2732+05 to 2732+25 (Taper Out)
Intervisible Passing Pullout 2734+25 to 2734+45 (Taper In) 2734+45 to 2734+90 (Belly) 2734+90 to 2735+20 (Taper Out)
Surfacing Section C See Sheet C.4 for details.
Surfacing Section B See Sheet C.3 for details.
Surfacing Section C See Sheet C.4 for details.
Surfacing Section B See Sheet C.3 for details.
Surfacing Section C See Sheet C.4 for details.
Ditch Reconditioning, RT Ditch Reconditioning, RT
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269 emax = 3.4% emax = 3.0% emax = 3.0% emax = 4.0% emax = 3.0% emax = 3.0% emax = 3.0% existing culvert outlet ditch new culvert outlet ditch
Avoid wetland
PRELIM
IN
ARY
Not fo r C onstr
N
PRA-DENA 10(31) D.6AK
2737+50 2742+50 2747+50
2735 2740 2745 2750
EXC.
CUYD
A p r
A
M d e d f.
d g n n S te r e c k e d b y ti e S w e n s s ig n e d b y
Profile grade
Existing ground
Line to be staked and constructed
Construction limits
B U
G S T
U F F E R C
R E E
K
Waste material to be removed
24’-18’ 18’ 18’-24’ 24’ 24’-22’ 22’ 22’-24’ 24’ 25’-22’ 22’ 22’-24’ 24’ 24’-22’ 22’
D
R= 350.00’
T= 15.62’
L= 31.23’
D
R= 270.00’
T= 103.64’
L= 197.91’
D
R= 600.00’
T= 128.64’
L= 253.45’
D
R= 1,000.00’
T= 43.43’
L= 86.80’
D
R= 1,500.00’
T= 20.97’
L= 41.93’
Intervisible Passing Pullout 2736+50 to 2737+10 (Taper In) 2737+10 to 2737+55 (Belly) 2737+55 to 2738+15 (Taper Out)
Intervisible Passing Pullout 2748+40 to 2748+60 (Taper In) 2748+60 to 2749+05 (Belly) 2749+05 to 2749+25 (Taper Out)
Contractor staging area (2749+15, LT)
Surfacing Section C See Sheet C.4 for details.
Surfacing Section B See Sheet C.3 for details.
Special Ditch Section, 6" LT See Sheet C.5 for details.
NPS Pkg. No. 100633 & 90935A NPS Drwg. No. 184/80269 emax = 4.0% emax = 4.0% emax = 3.8% emax = 3.0% emax = 3.0%
2743+11
Install 36" pipe culvert
See Sheet G.4
Avoid wetland
Widening 2741+75 to 2742+40 (Taper In) 2742+40 to 2743+65 (Belly) 2743+65 to 2744+40 (Taper Out)
30.5’24’-30.5’ 30.5’-25’
15 165
I n s ta ll p ip e c u lv e r t
I n s ta ll p ip e c u lv e r t.
I n s ta ll p ip e c u lv e r t
S e e s h e e t
G .4 f o r d e ta il s
I n s ta ll p ip e c u lv e r t
I n s ta ll p c lv e r t
I n s ta ll e n e r g d is s ip a to r
-0.8450%
,2
.8
60’ VC
K = 16
,2
.4
+2.952 9%
-3.0150%
200’ VC
K = 34
SSD = 281’
,2
.6
-5.9874%
100’ VC
K = 34
SSD = 413’
,2
.3
350’ VC
K = 119
,2
.9
-3.0409%
300’ VC
K = 40
SSD = 293’
I n s ta ll p ip e c u lv e r t
I n s ta ll c a tc h b a s in
I n s ta ll e n e r g y d is s ip a to r
CP
CP
CP
CP
PT 2
.5
PC
.8
P T .1
P C .5
P T
.4
P C
.0
P T
.4
P C
.1
P T
.9
P C
.8
P T
.7
PRELIM
IN
ARY
Not fo r C onstr
File details come from the government source that posted it. Updated .