J-1 82B1S090018 Drawings.pdf
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- RECOVERY - Emerald Creek Road Culvert Repolacement Federal contract opportunity
- Solicitation number
- AG-82B1-S-09-0018
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| File | Type | Posted |
|---|---|---|
| Mod 2 Emerald.doc | DOC document | |
| Mod 1 Emerald.doc | DOC document | |
| AG-82B1-S-09-0018SF1442.pdf | ||
| J-2 S090018 SPS.pdf | ||
| J-3 ID080015HighwayWageDecision.pdf | ||
| AG-82B1-S-09-0018SolPkg.pdf |
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F
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G a rn e t\ d w g
\E m e ra ld C o v e r.
d w g
C o v e r, /4
/2
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A
M m ik e j
VICINITY MAP
NO. DESCRIPTION
INDEX TO SHEETS
ROADWAY TYPICAL SECTIONS & COORD. TABLES
2 SUMMARY OF QUANTITIES & GENERAL NOTES
1 TITLE SHEET
281 GULCH ROADWAY PLAN & PROFILE
GARNET GULCH ROADWAY PLAN & PROFILE
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE, REGION 1
ST. JOE RANGER DISTRICT
IDAHO PANHANDLE NATIONAL FORESTS
EMERALD CREEK ROAD
FOREST ROUTE 447
LATAH COUNTY, IDAHO
ROAD AND BRIDGE PLANS FOR:
CULVERT REPLACEMENTS
NORTHERN IDAHO LOCATION MAP
R E
R W
5 281 GULCH GENERAL LAYOUT
T42N
T43N
T42N
R E
R E
BORROW
SOURCE
RIPRAP
SOURCE
DISTRICT RANGER
FOREST ENGINEER
APPROVED:
REVIEWED:
DATE
DATE
IDAHO PANHANDLE NATIONAL FORESTS
IDAHO PANHANDLE NATIONAL FORESTS
PROJECT TEAM LEADER
RECOMMENDED:
DATE
IDAHO PANHANDLE NATIONAL FORESTS
CRUSHED SURFACING
CONTRACTOR
FURNISHED
RIPRAP SOURCE
BORROW
GOVERNMENT
FURNISHED
7 GARNET GULCH GENERAL LAYOUT
8-13 GARNET GULCH CULVERT DETAILS
14 NO NAME GULCH ROADWAY PLAN & PROFILE
15 NO NAME GULCH GENERAL LAYOUT
16 PEE WEE GULCH ROADWAY PLAN & PROFILE
17 PEE WEE GULCH APPROACH ROAD DETAILS
18 PEE WEE GULCH GENERAL LAYOUT
19 TYPICAL ROCK WEIR & MISCELLANEOUS DETAILS
XS1 - XS2 281 GULCH ROADWAY CROSS SECTIONS
XS3 - XS5 GARNET GULCH ROADWAY CROSS SECTIONS
XS6 - XS7 NO NAME GULCH ROADWAY CROSS SECTIONS
XS8 - XS10 PEE WEE GULCH ROADWAY CROSS SECTIONS
1 281 GULCH
2 GARNET GULCH
3 NO NAME GULCH
4 PEE WEE GULCH
.0
G a rn e t\ d w g
\E m e ra ld Q u a n ti ti e s .d w g
Q
-N /4
/2
:2
:1
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447FOREST RT 447FOREST RT 447FOREST RT 447
ESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIESESTIMATED QUANTITIES
& GENERAL NOTES& GENERAL NOTES& GENERAL NOTES& GENERAL NOTES
19191919
REMOVAL OF EXISTING 24" DIA. CULVERT202(02)A
LARGE DUMP TRUCK637(01)
1EACH
Hour 4
AQ
AQ
SEEDING, DRY METHOD (WITH MULCH)625(08)
YESLump SumLSQ 1
CRUSHED AGGREGATE, TYPE SURFACING, GRADING G, COMPACTION B (COMMERCIAL SOURCE)304(10) 60Cubic YardDQ 300
SOIL EROSION AND POLLUTION CONTROL204(19) YESLump SumLSQ 1
STRUCTURAL EXCAVATION206(07) YESLump SumLSQ 1
MOBILIZATION601(01) YESLump SumLSQ 1
HYDRAULIC EXCAVATOR WITH THUMB637(02) Hour 4AQ 20
8' DIA. CORRUGATED STEEL PIPE, 0.064 THICKNESS, METHOD B603(05)A 44Lineal FootAQ 44
ROCK WEIR648(02) 3EachAQ 13
BORROW EXCAVATION, PLACEMENT METHOD 3 (GOVERNMENT SOURCE)203(08) 70Cubic YardsDQ 355
PLACED RIPRAP, CLASS 4, METHOD A, MACHINE PLACED (GOVERNMENT SOURCE)251(01) 30Cubic YardDQ 150
CONSTRUCTION STAKING; STRUCTURE PRECISION A, CENTERLINE PRECISION A,170(07) YESLump SumLSQ 1
SLOPE STAKING PRECISION B
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
REMOVAL OF EXISTING 18" DIA. CULVERT202(02)B EACHAQ 11
ALUMINUM STRUCTURAL-PLATE BOX CULVERT, 9'-7" SPAN, 4'-1" RISE, 0.125" THICKNESS617(05)
Lineal FootAQ
7' DIA. CORRUGATED STEEL PIPE, 0.064 THICKNESS, METHOD B603(05)B
Lineal FootAQ
6' DIA. CORRUGATED STEEL PIPE, 0.064 THICKNESS, METHOD B603(05)C
Lineal FootAQ 27
PRECAST CONCRETE MEMBER, WINGWALLS WITH DEADMAN AND TIE BACK553A(01) EachAQ 66
PRECAST CONCRETE MEMBER, CULVERT FOOTING553A(03) Lineal FootAQ 5858
STREAM SIMULATION MATERIAL, BED CLASS 150 42Cubic YardDQ 10612 30 22
DQ = Design Quantity
AQ= Actual Quantity
LSQ = Lump Sum Quantity
STRUCTURAL CONCRETE, CLASS A(AE), FOR HEADWALL552(04) Lump SumLSQ 11
648(01)
.0
G a rn e t\ d w g
\G a rn e t F in a l R o a d .d w g
R o a d T y p ic a l, /4 /2
:2
:1
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 - ALL 4 SITESFOREST RT 447 - ALL 4 SITESFOREST RT 447 - ALL 4 SITESFOREST RT 447 - ALL 4 SITES
ROAD TYPICAL SECTIONSROAD TYPICAL SECTIONSROAD TYPICAL SECTIONSROAD TYPICAL SECTIONS
& CENTERLINE POINT TABLES& CENTERLINE POINT TABLES& CENTERLINE POINT TABLES& CENTERLINE POINT TABLES
19191919
CENTERLINE POINT COORDINATE TABLECENTERLINE POINT COORDINATE TABLE CENTERLINE POINT COORDINATE TABLE CENTERLINE POINT COORDINATE TABLE
.0
E M
E R
A L
D
\d w g \2
F in a l R o a d .d w g
R o a d P la n /4
/2
:2
:2
A
M m ik e j
160.00' VC
PVI ELEV = 3002.74
PVI STA = 11+20
B V C S
B V C E .8
E V C S
E V C E .6
3.59%
-1.37%
10+00 10+50 11+00 11+50 12+00 12+50
SURVEY CONTROL COORDINATES
R D
STA 12+20
END ROAD WORK
MATCH EXISTING
STA 10+20
BEGIN ROAD WORK
MATCH EXISTING
STA 10+20
BEGIN ROAD WORK
MATCH EXISTING
STA 12+20
END ROAD WORK
MATCH EXISTING
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCH
ROAD PLAN and PROFILEROAD PLAN and PROFILEROAD PLAN and PROFILEROAD PLAN and PROFILE
.0
E M
E R
A L
D
\d w g \2
C u lv e rt .d w g
G e n
L a y o u t, /4 /2
:2
:2
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCHFOREST RT 447 at 281 GULCH
GENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUT
19191919
LAYOUT POINT COORDINATE LISTINGLAYOUT POINT COORDINATE LISTINGLAYOUT POINT COORDINATE LISTINGLAYOUT POINT COORDINATE LISTING
.0
G a rn e t\ d w g
\G a rn e t F in a l R o a d .d w g
R o a d P la n /4
/2
:2
:3
A
M m ik e j
40.00' VC
PVI ELEV = 3001.43
PVI STA = 21+80
B V C S
B V C E .2
E V C S
E V C E .3
0.93%
60.00' VC
PVI ELEV = 3001.08
PVI STA = 22+50
B V C S
B V C E .2
E V C S
E V C E .6
-0.51%
1.78%
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
ROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILE
19191919
20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00
SURVEY CONTROL COORDINATES
20+00
STA 20+80
BEGIN SURFACING
MATCH EXISTING
STA 22+80
END SURFACING
MATCH EXISTING
STA 20+80
BEGIN SURFACING
MATCH EXISTING
STA 22+80
END SURFACING
MATCH EXISTING
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
G e n e ra l L a y o u t, /4 /2
:2
:3
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
CULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUT
19191919
LAYOUT POINT COORDINATE LISTING
2985 2985
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
F o u n d a ti o n /4
/2
:2
:4
A
M m ik e j
Stream SideFill Side
STRUCTURAL CONCRETE, CLASS A(AE) 14Cubic Yard
ITEM DESCRIPTION UNIT QUANTITY
REINFORCING STEEL 1160Pounds
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
PRECAST FOOTING DETAILSPRECAST FOOTING DETAILSPRECAST FOOTING DETAILSPRECAST FOOTING DETAILS
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
P re c a s t, /4 /2
:2
:4
A
M m ik e j
PLAN SECTION
ELEVATION
BOLTED ALTERNATE
ELEVATION
PLAN SECTION
WELDED ALTERNATE
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
PRECAST FOOTING DETAILSPRECAST FOOTING DETAILSPRECAST FOOTING DETAILSPRECAST FOOTING DETAILS
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
W in g w a ll, /4
/2
:2
:5
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
CULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILS 10101010
19191919
A
A
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
W in g w a ll
D e ta ils /4
/2
:2
:5
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
CULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILSCULVERT WINGWALL DETAILS 11111111
19191919
A
SECTION A - A
A A
ELEVATION
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
H e a d w a ll, /4
/2
:2
:0
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
CULVERT HEADWALL DETAILSCULVERT HEADWALL DETAILSCULVERT HEADWALL DETAILSCULVERT HEADWALL DETAILS 12121212
19191919
A
A
.0
G a rn e t\ d w g
\G a rn e t B o x C u lv e rt
.d w g
S tr e a m
/4
/2
:2
:0
A
M m ik e j
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCHFOREST RT 447 at GARNET GULCH
ROCK WEIR & RIPRAP DETAILSROCK WEIR & RIPRAP DETAILSROCK WEIR & RIPRAP DETAILSROCK WEIR & RIPRAP DETAILS 13131313
19191919
FLOW
A
A
FLOW
.0
N o
N a m e
\d w g \N o N a m e F in a l R o a d .d w g P
L A
N /4
/2
:2
:1
A
M m ik e j
31+00
32+00
34+0
P C .0
33+00
31+00 31+50 32+00 32+50 33+00 33+50
SURVEY CONTROL COORDINATES
STA 31+40
BEGIN ROAD WORK
MATCH EXISTING
RD 447
STA 33+60
END ROAD WORK
MATCH EXISTING
STA 33+60
END ROAD WORK
MATCH EXISTING
34+00
STA 31+40
BEGIN ROAD WORK
MATCH EXISTING
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCH
ROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILE 14141414
.0
N o
N a m e
\d w g \N o N a m e C u lv e rt
.d w g
G e n L a y o u t, /4 /2
:2
:1
A
M m ik e j
LAYOUT POINT COORDINATE LISTING
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCHFOREST RT 447 at NO NAME GULCH
CULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUTCULVERT GENERAL LAYOUT 15151515
.0
P e e W e e
\d w g \P e e w e e F in a l R o a d .d w g
R o a d P la n /4
/2
:2
:2
A
M m ik e j
42+00
43+00
44+00
42+00 42+50 43+00 43+50 44+00 44+50
SURVEY CONTROL COORDINATES
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCH
ROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILEROADWAY PLAN & PROFILE 16161616
19191919
STA 44+80
END ROAD WORK
MATCH EXISTING
STA 41+80
BEGIN ROAD WORK
MATCH EXISTING
RD 447
STA 44+80
END ROAD WORK
MATCH EXISTING
.0
P e e W e e
\d w g \P e e w e e F in a l R o a d .d w g
A c c e s s R o a d /4
/2
:2
:2
A
M m ik e j
0+00 0+50
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCH
APPROACH ROAD PLAN & PROFILEAPPROACH ROAD PLAN & PROFILEAPPROACH ROAD PLAN & PROFILEAPPROACH ROAD PLAN & PROFILE
TYP. SECTION & COORDINATE TABLETYP. SECTION & COORDINATE TABLETYP. SECTION & COORDINATE TABLETYP. SECTION & COORDINATE TABLE
17171717
19191919
STA 0+00 Approach Road
= STA 42+89 Rd 447
R D
CENTERLINE POINT COORDINATE TABLE
.0
P e e W e e
\d w g \P e e w e e C u lv e rt
.d w g
G e n L a y o u t, /4 /2
:2
:3
A
M m ik e j
LAYOUT POINT COORDINATE LISTING
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCHFOREST RT 447 at PEE WEE GULCH
GENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUTGENERAL LAYOUT
18181818
.0
E M
E R
A L
D
\d w g \E m e ra ld
S tr e a m .d w g S tr e a m
/4
/2
:2
:4
A
M m ik e j
FLOWFLOWFLOWFLOW
EMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOPEMERALD CREEK AOP
FOREST RT 447FOREST RT 447FOREST RT 447FOREST RT 447
TYPICAL ROCK WEIR DETAILSTYPICAL ROCK WEIR DETAILSTYPICAL ROCK WEIR DETAILSTYPICAL ROCK WEIR DETAILS
& MISCELLANEOUS DETAILS& MISCELLANEOUS DETAILS& MISCELLANEOUS DETAILS& MISCELLANEOUS DETAILS
19191919
19191919
FLOWFLOWFLOWFLOW
AAAA
AAAA
.0
E M
E R
A L
D
\d w g \2
F in a l R o a d .d w g X
S /4
/2
:2
:4
A
M m ik e j
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
10+20
.8
.1
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
10+40
.3
.8
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
10+60
.7
.5
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
10+80
.9
.0
-20 0 20 2992 2992
2996 2996
3000 3000
11+00
.0
.4
-20 0 20 2988 2988
2992 2992
2996 2996
3000 3000
11+40
.6
.9
-20 0 20
2992 2992
2996 2996
3000 3000
11+16.73
.2
.7
FOREST RT 447 at 281 GULCH
ROADWAY CROSS SECTIONS
EMERALD CREEK AOP
.0
E M
E R
A L
D
\d w g \2
F in a l R o a d .d w g X
S /4
/2
:2
:5
A
M m ik e j
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
11+60
.9
.9
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
11+80
.3
.8
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
12+00
.3
.6
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
12+20
.3
.3
FOREST RT 447 at 281 GULCH
.0
G a rn e t\ d w g
\G a rn e t F in a l R o a d .d w g
X
S /4
/2
:2
:5
A
M m ik e j
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
20+80
.8
.5
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
21+00 .9
.6
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
21+20
.0
.8
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
21+30
.0
.9
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
3016 3016
21+40
.9
.0
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
21+50
.9
.1
FOREST RT 447 at GARNET GULCH
.0
G a rn e t\ d w g
\G a rn e t F in a l R o a d .d w g
X
S /4
/2
:2
:0
A
M m ik e j
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
21+60
.8
.2
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
21+70
.7
.3
-20 0 20
2992 2992
2996 2996
3000 3000
21+78.80
.7
.3
-20 0 20
2992 2992
2996 2996
3000 3000
.6
.3
-20 0 20
2992 2992
2996 2996
3000 3000
3004 3004
22+00
.6
.3
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
22+10
.6
.2
-20 0 20 2992 2992
2996 2996
3000 3000
3004 3004
3008 3008
22+20
.7
.2
3004 3004
3004 3004
2988 2988
FOREST RT 447 at GARNET GULCH
.0
G a rn e t\ d w g
\G a rn e t F in a l R o a d .d w g
X
S /4
/2
:2
:0
A
M m ik e j
-20 0 20
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
3016 3016
22+40
.1
.2
-20 0 20
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
3016 3016
22+50
.2
.2
-20 0 20
2996 2996
3000 3000
3004 3004
3008 3008
3012 3012
22+60
.4
.3
-20 0 20 2996 2996
3000 3000
3004 3004
22+80
.7
.6
FOREST RT 447 at GARNET GULCH
.0
N o
N a m e
\d w g \N o N a m e F in a l R o a d .d w g X
S /4
/2
:2
:1
A
M m ik e j
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
31+40
.4
.5
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
31+55
.8
.9
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
31+70
.1
.3
-20 0 20
2296 2296
2300 2300
2304 2304
31+90
.4
.9
-20 0 20
2296 2296
2300 2300
2304 2304
32+10
.8
.4
-20 0 20
2296 2296
2300 2300
2304 2304
32+30
.1
.9
-20 0 20
2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
32+45.19
.2
.2
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
32+60
.5
.4
FOREST RT 447 at NO NAME GULCH
.0
N o
N a m e
\d w g \N o N a m e F in a l R o a d .d w g X
S /4
/2
:2
:1
A
M m ik e j
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
32+80
.8
.6
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
33+00
.1
.7
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
33+20
.4
.8
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
33+40
.7
.9
-20 0 20 2292 2292
2296 2296
2300 2300
2304 2304
2308 2308
33+60
.9
.1
FOREST RT 447 at NO NAME GULCH
.0
P e e W e e
\d w g \P e e w e e F in a l R o a d .d w g
X
S /4
/2
:2
:2
A
M m ik e j
-20 0 20
2392 2392
2396 2396
2400 2400
41+80
.3
.4
-20 0 20
2392 2392
2396 2396
2400 2400
42+00
.3
.6
-20 0 20
2392 2392
2396 2396
2400 2400
42+20
.3
.0
-20 0 20
2392 2392
2396 2396
2400 2400
42+40
.5
.5
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
42+60
.7
.1
-20 0 20 2392 2392
2396 2396
2400 2400
2404 2404
42+80
.8
.7
-20 0 20
2396 2396
2400 2400
2404 2404
42+89
.9
.0
-20 0 20 2392 2392
2396 2396
2400 2400
2404 2404
43+00
.9
.2
FOREST RT 447 at PEEWEE GULCH
.0
P e e W e e
\d w g \P e e w e e F in a l R o a d .d w g
X
S /4
/2
:2
:2
A
M m ik e j
-20 0 20 2392 2392
2396 2396
2400 2400
2404 2404
43+18.80
.0
.5
-20 0 20 2392 2392
2396 2396
2400 2400
2404 2404
43+40
.1
.5
-20 0 20 2392 2392
2396 2396
2400 2400
2404 2404
43+60
.1
.1
-20 0 20 2392 2392
2396 2396
2400 2400
43+80
.2
.7
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
44+00
.2
.2
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
44+20
.2
.9
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
44+40
.2
.6
FOREST RT 447 at PEEWEE GULCH
.0
P e e W e e
\d w g \P e e w e e F in a l R o a d .d w g
X
S /4
/2
:2
:3
A
M m ik e j
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
44+60
.3
.5
-20 0 20
2392 2392
2396 2396
2400 2400
2404 2404
44+80
.3
.4
-20 0 20
2396 2396
2400 2400
0+10
.5
.7
-20 0 20 2392 2392
2396 2396
2400 2400
0+20
.7
.1
-20 0 20
2392 2392
2396 2396
2400 2400
0+40
.3
.2
-20 0 20
2392 2392
2396 2396
0+60
.4
.3
-20 0 20 2388 2388
2392 2392
2396 2396
2400 2400
0+80
.7
.9
FOREST RT 447 at PEEWEE GULCH
File details come from the government source that posted it. Updated .