Attch_1_-_FubarDam_Drawings.pdf
PDF 22 MB Posted
- Attached to
- Fubar Detention Dam Decommissioning Federal contract opportunity
- Solicitation number
- 140L0622R0004
About this file
This document provides details on a federal contract opportunity for the decommissioning of Fubar Detention Dam. The solicitation number is 140L0622R0004 issued by the Department of the Interior Bureau of Land Management National Office for the Fubar Detention Dam Decommissioning project. An attachment to the solicitation includes drawings of the dam. No other information is provided on products or services required, pricing terms, response dates, or other salient details needed to understand the contract opportunity.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attch_10_-_FubarDam_Site_Visit_List__Q_A_0003.pdf | ||
| Sol_140L0622R0004_Amd_0003.pdf | ||
| Attch_9_-_FubarDam_TechSpecs_REV_0003.pdf | ||
| Sol_140L0622R0004_Amd_0002.pdf | ||
| Attch_8_-_Amend_0001_140L0622R0004_-_Cont__Pages_REV_0001.pdf | ||
| Sol_140L0622R0004_Amd_0001.pdf | ||
| Attch_4_-_FubarDam_Wage_Determinations.pdf | ||
| Attch_5_-_FubarDam_Price_Schedule.xlsx | XLSX spreadsheet | |
| Attch_2_-_FubarDam_TechSpecs.pdf | ||
| Attch_3_-_FubarDam_CM1_E-TransmittalForm.xlsx | XLSX spreadsheet | |
| Attch_7_-_SF1442_Completion_Instructions.pdf | ||
| Attch_6_-_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| Sol_140L0622R0004.pdf |
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Text version
FUBAR DETENTION DAM DECOMMISSIONING
406-656-6399
222 N. 32nd Street, #700
Billings, Montana 59101
WWW.DOWL.COM
P r o f e s s i o n a l
E ng i n e e r
B r a n c h
W
Y
O
M I
N
G
Date
J
A
S
O
N
H .
T
H
O
M
P r o f e s s i o n a l
E n g i n e e r
18139
Date:
MIN
G
O
Y
W
A
Y
R
O
R
G
N
U
O
Y
222 N. 32nd Street, #700
Billings, Montana 59101
WWW.DOWL.COM
Driving Directions:
From Powell, WY go southwest on Hwy. 14 for approximately 9 miles to junction with Hwy. 294, or from
Cody, WY go northeast on Hwy. 14 for approximately 14 miles to junction with Hwy. 294.
From this junction go northerly on Hwy. 294 for 8.5 miles. Turn westerly and go 0.3 miles on two-track road to dam.
VICINITY MAP
INSET MAP
LAND OWNERSHIP
BLM
STATE
BOR
FUBAR DAM
PRIVATE
m i l s t o
P w e l l m i l s t
C d y
FUBAR DAM
SNAFU DAM
SAND COULEE DAM
CP-11
CP-10
CP-13
CP-12
BH-1F
BH-2F
BH-3F
BORROW-2
BORROW-1
TP-1F
POINT COORDINATE TABLE
POINT
NORTHING
1567013.60
1567477.85
1566784.30
1566442.84
EASTING
1912966.77
1912650.24
1912162.29
1912497.00
ELEVATION
4491.25
4450.72
4486.32
4479.87
DESCRIPTION
1/2 JEA CP
1-1/4 ALUMN CAP
1-1/4 ALUMN CAP
1-1/4 ALUMN CAP
406-656-6399
222 N. 32nd Street, #700
Billings, Montana 59101
WWW.DOWL.COM
FUBAR DETENTION RESERVOIR
BASIS OF SURVEY
THIS PROJECT WAS SURVEYED ON THE WYOMING WEST CENTRAL ZONE 4903 STATE PLANE COORDINATE SYSTEM USING RTK GPS. THE PROJECT WAS BROUGHT TO GROUND AT SURVEY CONTROL POINT CP-10. THE GEODETIC DATUM IS NAD83(CONUS). THE VERTICAL DATUM IS NAVD 88 (GEOID18). HORIZONTAL AND VERTICAL UNITS ARE US
SURVEY FEET.
PROJECT CONTROL WAS ESTABLISHED BY OPUS POSITION AT POINT 10. VALUES FOR POINTS 11-13 WERE
DETERMINED BY REDUNDANT RTK GPS OBSERVATIONS FROM POINT 10.
POINT CP-10 OPUS POSITION:
STATE PLANE COORDINATES:
N: 1,567,013.6024' E: 1,912,966.7716'
ELEV.: 4491.25'
COMBINED SCALE FACTOR: 0.99972847
CONVERGENCE: -0.15076389°
sUAS MAPPING INFO
HIGH-RESOLUTION AERIAL IMAGERY WAS COLLECTED BY DOWL ON 4/27/2020 USING A SMALL UNMANNED AIRCRAFT SYSTEM (sUAS). THE IMAGERY WAS GEORECTIFIED USING GROUND CONTROL POINTS (GCP's) AND PROCESSED USING Pix4D.
BORROW-1
TP-1F
BH-1F
CP-12 CONTROL POINT
BORE HOLE
TEST PIT
BORROW SOURCE TEST PIT
LEGEND
13 1566442.84 1912497.00 4479.87
FUBAR
DETENTION RESERVOIR
406-656-6399
222 N. 32nd Street, #700
Billings, Montana 59101
WWW.DOWL.COM
GRADING POINT TABLE
222 N. 32nd Street, #700
Billings, Montana 59101
222 N. 32nd Street, #700
Billings, Montana 59101
DETAIL
TYPICAL WALL DRAIN CLEANOUT
406-656-6399
222 N. 32nd Street, #700
Billings, Montana 59101
TYPICAL EACH SIDE OF STRUCTURE
A
SECTIONA - A
ISOMETRIC VIEW
TOP VIEW
SIDE VIEW
406-656-6399
222 N. 32nd Street, #700
Billings, Montana 59101
WWW.DOWL.COM
CONCRETE BLOCK DROP STRUCTURE
3D VIEW
TYPICAL WALL CONFIGURATION
LEFT AND RIGHT WALLS ARE SIMILAR
FLOOR CONFIGURATION
PRECAST CONCRETE BLOCK TYPICAL DETAILS
SECTION
TYPICAL SPREADER DIKE
DETAIL
TYPICAL DIKE END PROTECTION
DIKE 3 CENTERLINE ALIGNMENT
D
DIKE 2 CENTERLINE ALIGNMENTDIKE 1 CENTERLINE ALIGNMENT
DETAIL
TYPICAL DIKE START PROTECTION
A
A
SECTION A-A
TYPICAL DIKE START PROTECTION
FUBAR
DETENTION
RESERVOIR
406-656-6399
222 N. 32nd Street, #700
TYPICAL DECOMMISSION CHANNEL
DETAIL
GEOGRID ANCHOR LAYOUT
406-656-6399
222 N. 32nd Street, #700
TYPICAL RIPRAP CHANNEL
STA. 2+23 TO STA. 2+53
SECTION
TYPICAL AT STILLING BASIN
STA. 1+87 TO STA. 2+23
406-656-6399
222 N. 32nd Street, #700
P
WYOM I NG
10-14-2021
M A T T
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W J . ME T T L ERro f e ss ion a l Eng ineer (Ci v i l )
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
C O D Y
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p ro je c ts C A D S tr u c tu ra l\ M R S T C H .r v t
GS1
G E N E R A L
S T R U C T U R A L
N O T E S
A N D
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FINAL DRAWINGS
O C T
O C T
O C T
M J M
V J G
V J G
1. APPLICABLE SPECIFICATIONS AND CODES
a. CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH
THE AMERICAN CONCRETE INSTITUTE SPECIFICATIONS AND THE
REQUIREMENTS NOTED AS FOLLOWS.
2. SPECIAL INSPECTION
a. CONCRETE -- TABLE 1705.3 OF THE IBC.
i. PERIODIC INSPECTION OF REINFORCEMENT BEFORE
CONCRETE IS PLACED.
ii. FULL TIME INSPECTION OF CAST IN AND POST-
INSTALLED ANCHOR RODS AS IDENTIFIED HEREIN.
iii. FULL TIME INSPECTION DURING PLACEMENT OF
CONCRETE INCLUDING THE TAKING OF TEST
SPECIMENTS, SLUMP AND AIR BE LIMITED TO
STRUCTURAL REINFORCED CONCRETE WITH TESTING
FREQUENCY IN ACCORDANCE WITH THE PROJECT
TECHNICAL SPECIFICATIONS.
b. STEEL -- AISC 360 FOR STRUCTURAL STEEL, IBC TABLE 1705.2.3
FOR STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL
(COLD-FORMED STEEL, REBAR, ETC.)
i. PERIODIC INSPECTION OF REBAR PLACEMENT.
3. DESIGN LOADS
a. DESIGN LOADS AND LOAD APPLICATIONS SHALL BE IN
ACCORDANCE WITH IBC.
b. UNIFORM DEAD AND LIVE LOADS
i. DEAD LOADS, UNLESS OTHERWISE NOTED; SELF-
WEIGHT OF STRUCTURE AND APPURTENANCES
4. CONSTRUCTION LOADS
a. STRUCTURES HAVE BEEN DESIGNED FOR DEAD LOADS AND THE
DESIGN LOADS NOTED ABOVE. PROVIDE TEMPORARY BRACING,
SHORING OR OTHER SUPPLEMENTAL SUPPORT DURING
CONSTRUCTION AS NECESSARY TO PROTECT THE STRUCTURES
FROM EXCESSIVE CONSTRUCTION LOADS.
5. FOUNDATIONS
a. FOUNDATION DESIGN CRITERIA
i. MAXIMUM ALLOWABLE SOIL BEARIN PRESSURE -2,000 PSF
ii. LATERAL SOIL PRESSURE
A. NATIVE SOILS - - - - - - - 46.0 PCF EQUIVALENT
FLUID PRESSURE
B. GRAVEL/ROCKY FILL - - 39.0 PCF EQUIVALENT
FLUID PRESSURE
C. STRUCTURAL FILL - - - - 46.0 PCF EQUIVALENT
FLUID PRESSURE
b. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE
COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL. WALLS
BACKFILLED FROM ONE SIDE ONLY SHALL HAVE ALL SUPPORTING
SLABS, PERMANENT FRAMING OR TEMPORARY BRACING IN PLACE
PRIOR TO PLACEMENT OF BACKFILL.
6. CONCRETE
a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN
CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR
REINFORCED CONCRETE (ACI 318).
b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT
SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE
REINFORCEMENT (ACI 315).
c. MATERIALS
i. STRUCTURAL CAST-IN-PLACE CONCRETE -- f'c=4,000 PSI
ii. REINFORCING BARS ------------------------------ ASTM A615 GRADE 60
d. ALL BENT REINFORCING BARS SHALL BE SHOP FABRICATED ONLY.
REBENDING OR WELDING OF REINFORCEMENT SHALL NOT BE
PERMITTED UNLESS AUTHORIZED BY ENGINEER.
e. END HOOKS IN REINFORCING BARS, SHOWN ON THE DRAWINGS BUT
NOT DIMENSIONED, SHALL CONFORM TO ACI 318.
f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2" CLEAR, EXCEPT CONCRETE PLACED AGAINST AND PERMANENTLY IN
CONTACT WITH EARTH SHALL BE 3" CLEAR.
g. REINFORCEMENT SPLICES NOT PERMITTED EXCEPT AS DETAILED OR
AUTHORIZED BY ENGINEER. LAP REINFORCING BARS THE FOLLOWING
MINIMUMS AT ALL SPLICES, CORNERS AND INTERSECTIONS, UNLESS
OTHERWISE INDICATED. TOP BARS ARE HORIZONTAL BARS WITH MORE
THAN 12" OF CONCRETE CAST BELOW THE BAR.
BAR SIZE REG. BARS TOP BARS
#3 1'-3" 1'-7" #4 1'-7" 2'-1" #5 2'-0" 2'-7" #6 2'-5" 3'-1" #7 3'-6" 4'-6" #8 4'-0" 5'-2" #9 4'-6" 5'-10" #10 5'-1" 6'-7"
h. STAGGER ADJACENT REINFORCEMENT LAP SPLICES IN WALLS 18" MIN.
i. PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT
REINFORCING BARS AT POSITIONS SHOWN ON THE DRAWINGS. IN
ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36"
O.C. TO SUPPORT TOP REINFORCEMENT IN BASE SLABS, AND #3 U
OR Z SHAPE SPACERS AT 72" O.C. EACH WAY IN WALLS WITH TWO
CURTAINS OF REINFORCEMENT.
j. DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND
ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING
CONCRETE PLACEMENT.
k. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH
ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE.
PROVIDE 2" CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED.
NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR
BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT.
l. LOCATE CONSTRUCTION JOINTS AS SHWON ON THE DRAWINGS OR AS
AUTHORIZED BY ENGINEER.
m. THOROUGHLY CLEAN BY MECHANICAL SCARIFICATION ALL BONDED
CONSTRUCTION JOINTS PRIOR TO PLACING CONCRETE IN ADJACENT
POUR.
n. BEGIN SPACING OF BARS WHICH PARALLEL CONSTRUCTION AND
EXPANSION JOINTS 2" CLEAR FROM EACH SIDE OF JOINT.
o. PROVIDE AN ADDITIONAL 100 LINEAL FEET OF #5 REINFORCING BARS FOR
USE AS DIRECTED DURING CONSTRUCTION.
p. CHAMFER ALL EXPOSED CONCRETE EDGES 3/4", UNLESS OTHERWISE
INDICATED.
GENERAL STRUCTURAL NOTES
ISOMETRIC
GS1
INLET STRUCTURE
ISOMETRIC
GS1
STILLING BASIN STRUCTURE
FLO
W
FLO
W
B
B
C
C
1 1
3 3
2 2
D
S3
B S2
E S3
A
S2
C S2
F S3
22' - 0" 1' - 0" 24' - 0" 1' - 0" 22' - 0"
70' - 0"
9' - 0" 1' - 0"
24' - 0" 1' - 0"
9' - 0"
44' - 0"
4" DIA. FOUNDATION DRAIN PIPE
TO DISCHARGE OUT OF STILLING
BASIN WINGWALL; SEE CIVIL
SHEETS
8' - 0"
8' - 0"
USE LINK SEAL LS-300-CS-10 OR
APPROVED EQUAL FOR DRAIN
PIPE EXITING THROUGH WALL;
USE SLEEVED HOLE OR CORE
DRILLED HOLE
STILLING BASIN STRUCTURE
INLET STRUCTURE
P
WYOM I NG
10-14-2021
M A T T
HE
W J . ME T T L ERro f e ss ion a l Eng ineer (Ci v i l )
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
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FINAL DRAWINGS
O C T
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M J M
M J M
V J G
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PLAN VIEW
S1
SITE
2 2 4 10 scale feet
0 6 8
1/4" = 1' - 0"
T.O.C.
EL.=4476.00'
T.O.C.
EL.=4468.00'
2' - 6"1' - 0"4' - 3"
7' - 9"
V A
R
IE
S
S E
E C
IV
IL
#5 @ 12" O.C.
EACH WAY
EACH FACE
#5 DOWELS
@ 6" O.C.
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
HYDROPHYLIC
WATERSTOP
C
T.O.C.
EL.=4476.00'
T.O.C.
EL.=4468.00'
1' - 0"
#5 @ 12" O.C.
EACH WAY
EACH FACE
#5 DOWELS
@ 6" O.C.
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
HYDROPHYLIC
WATERSTOP
T.O.C.
EL.=4465.00'
3 4
T.O.C.
EL.=4468.00'
1' - 0" 7' - 0" 1' - 0"
2' - 0" 1' - 0"
#5 BENT BAR
@ 12" O.C.
(5) #5 HORIZONTAL
BARS
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
HYDROPHYLIC
WATERSTOP
#5 @ 12" O.C.
EACH WAY
EACH FACE
#5 DOWEL
@ 12" O.C.
#5 @ 12" O.C.
EACH WAY
EACH FACE
PRECAST CONCRETE
BLOCK BEYOND
IN NOTCH
OUTSIDE OF 6" NOTCH
WALL SECTION VERTICAL BAR
32"
38"
REBAR VERTICAL DIMENSION
P
WYOM I NG
10-14-2021
M A T T
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W J . ME T T L ERro f e ss ion a l Eng ineer (Ci v i l )
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
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FINAL DRAWINGS
O C T
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SECTION
S2
B
INLET STRUCTURE RETAINING WALL
SECTION
S2
C
INLET STRUCTURE
1 1 2 scale feet
0 3
3/4" = 1' - 0"
1 1 2 scale feet
0 3
3/4" = 1' - 0"
NOTE:
1. KEYWAYS AT THE BASE OF THE WALLS
ARE TO BE 1 1/2" DEEP BY 1 1/2" WIDE.
SECTION
S2
A
INLET STRUCTURE
1 1 2 scale feet
0 3
3/4" = 1' - 0"
B.O.C.
EL.=4443.00'
1 2
T.O.C.
EL.=4445.00'
2' - 0"2' - 0"
6" 6" 31' - 0"
36' - 0"
HYDROPHYLIC
WATERSTOP
#5 @ 12" O.C.
EACH FACE
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
#5 STIRRUP
@ 12" O.C.
A A
(4) #5 BARS
#5 BENT BAR
@ 12" O.C.
66.0°
66.0°
(4) #5 BARS
#5 BENT BAR
@ 12" O.C.
6"
IN NOTCH
OUTSIDE OF 6" NOTCH
WALL SECTION "A" DIMENSION
65"
71"
REBAR DIMENSION
PRECAST CONCRETE
BLOCK BEYOND
T.O.C.
EL.=4455.50'
8' - 0"1' - 0"1' - 6"
T.O.C.
EL.=4445.00'
10' - 6"
V A
R
IE
S
S E
E C
IV
IL
#6 @ 12" O.C.
EACH WAY
EACH FACE
#6 @ 12" O.C.
EACH WAY
EACH FACE
#6 DOWELS
@ 6" O.C.
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
HYDROPHYLIC
WATERSTOP
B.O.C.
EL.=4443.00'
C
T.O.C.
EL.=4455.50'
T.O.C.
EL.=4445.00'
1' - 0"
#6 @ 12" O.C.
EACH WAY
EACH FACE
#6 DOWELS
@ 6" O.C.
#5 @ 12" O.C.
EACH WAY
TOP & BOT.
HYDROPHYLIC
WATERSTOP
4"
P
WYOM I NG
10-14-2021
M A T T
HE
W J . ME T T L ERro f e ss ion a l Eng ineer (Ci v i l )
406-656-6399
222 N. 32nd Street, #700 Billings, Montana 59101
WWW.DOWL.COM
C O D Y
W Y O M
IN
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15 52SHEET OF
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FINAL DRAWINGS
O C T
O C T
O C T
M J M
V J G
V J G
SECTION
S3
F
STILLING BASIN STRUCTURE
1 1 2 scale feet
0 3
3/4" = 1' - 0"
1 1 2 scale feet
0 3
3/4" = 1' - 0"
1 1 2 scale feet
0 3
3/4" = 1' - 0"
SECTION
S3
D
STILLING BASIN STRUCTURE RETAINING
WALL SECTION
S3
E
STILLING BASIN STRUCTURE
NOTE:
1. KEYWAYS AT THE BASE OF THE WALLS
ARE TO BE 1 1/2" DEEP BY 1 1/2" WIDE.
© 2021 Microsoft Corporation © 2021 Maxar ©CNES (2021) Distribution Airbus DS
CP 10
CP FUBAR 2
CP FUBAR 1
CP FUBAR 3
EDGE OF
DISTURBANCE
EDGE OF
DISTURBANCE
CENTERLINE OF
DRAINAGE CHANNEL
FOUND 2.5"
1912 USGLO
BRASS CAP
ON 1" PIPE
W1/4 CORNER
SECTION 25
TOWNSHIP 56N
RANGE 101N
FOUND 2.5"
1912 USGLO
BRASS CAP
ON 1" PIPE
SW CORNER
SECTION 25
TOWNSHIP 56N
RANGE 101N
24" CMP
INV. = 4464.58
24" CMP
INV. = 4464.52
72" CMP
INV. = 4426.24
72" CMP
INV. = 4426.18
72" CMP
INV. = 4424.83
72" CMP
END. = 4426.34
72" CMP
END. = 4426.06
72" CMP
END. = 4426.73
CP 12
446544
APPX. EXISTING
FENCELINE
X
APPX. STAGING
AREA TO BE
REUSED FOR DAM
RECONSTRUCTION
STAGING AREA
POINT COORDINATE TABLE
POINT
CP 10
CP FUBAR 1
NORTHING
1567013.60
1569816.38
1568384.78
1566098.75
EASTING
1912966.77
1912446.22
1911998.07
1911461.10
ELEVATION
4491.25
4435.42
4491.45
4489.00
DESCRIPTION
1/2" JEA CP
5/8" REBAR
CP FUBAR 2
CP FUBAR 3
5/8" REBAR
5/8" REBAR
CP 12 1566784.31 1912162.31 4486.31 1-1/4" ALUM CAP
BASIS OF SURVEY
THIS PROJECT WAS SURVEYED ON THE WYOMING WEST CENTRAL
COORDINATE SYSTEM USING RTK GPS AND ADJUSTED PER THE
COORDINATES AND ELEVATION PROVIDED ON CP-10 AND CP-12.
THE GEODETIC DATUM IS NAD83(CONUS). THE VERTICAL DATUM IS
NAVD 88 (GEOID18). HORIZONTAL UNITS ARE U.S. SURVEY FEET
(GROUND). VERTICAL UNITS ARE U.S. SURVEY FEET.
POINT CP-10:
STATE PLANE COORDINATES:
N: 1567013.60' E: 1912966.77'
ELEV.: 4491.25'
COMBINED SCALE FACTOR: 0.99972847
CONVERGENCE: -0.15076389°
SURVEYOR'S NOTE:
THE ROAD EASEMENT SHOWN HEREON WAS PLOTTED USING
RECORD BEARING AND DISTANCES AS SHOWN ON EXHIBIT A OF THE
NON-EXCLUSIVE ROAD EASEMENT RECORDED AS DOCUMENT No.
422751 WITH THE HOT SPRINGS COUNTY CLERK AND RECORDER.
THE EASEMENT IS ROTATED TO THE FOUND BEARING BETWEEN THE
SOUTHWEST CORNER AND SOUTH 1/4 CORNER OF SECTION 33.
THE SOUTH 1/4 CORNER WAS HELD AS THE POINT-OF-BEGINNING.
AN ERROR OF 19.58 FEET WAS FOUND BETWEEN THE RECORD AND
MEASURED DISTANCE BETWEEN THE TWO CORNERS. THE RECORD
DISTANCE IS 2727.26'. THE MEASURED DISTANCE IS 2707.67'.
HOLDING THE SOUTH 1/4 CORNER AS THE POINT-OF-BEGINNING
RESULTS IN A "BEST FIT" WITH THE SURVEYED LOCATION OF THE
ROAD.
GENERAL NOTE: SURVEY WAS PERFORMED BY WILLIAM H SMITH, PC
ON BEHALF OF JACKOLA ENGINEERING & ARCHITECTURE, PC
DEMO NOTES:
1. REMOVE EXISTING 24" CULVERT
2. V-DITCH EXCAVATION LIMITS
3. SCARIFY EXISTING HISTORICAL ROADWAY
GENERAL NOTES:
1. PROPOSED ROAD DESIGN IS 15MPH IN ADHERENCE TO BLM 9113
ROAD DESIGN MANUAL
2. CONTRACTOR MAY ADJUST STAGING AREA GEOMETRY AS NEEDED
WITH APPROVAL OF CONTRACTING OFFICER.
3. CONTRACTOR TO PROVIDE AND COMPLY WITH ALL STORM WATER
AND EROSION MEASURES REQUIRED BY THE STATE OF WYOMING
4. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
COORDINATING ANY UNDERGROUND UTILITIES (NONE
ANTICIPATED, DIAL 811 PRIOR TO CONSTRUCTION)
5. CONSTRUCT ACCESS ROAD PRIOR TO DAM DECOMISSIONG AND
REFER TO DOWL PLAN SET, SEE SHEET C2
EX
IS
TI
N
G S
IT
E
SU
RV
EY
A
N D
D
EM
O
PL
A N
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C0.10
-0
1-
W
YO
M
IN
G
CO
DY
1 1" = 500'
EXISTING SITE SURVEY AND DEMO PLAN
-250 250 500
SCALE: 1" =
500'
X X
KEYNOTES:
1. NEW 30" CMP CULVERT PER DTL. 1/C2.01
2. ADD CLASS 1 RIP-RAP DITCH DIVERSION PER DTL. 2/C2.00
3. NEW DRAINAGE DITCH TIED INTO EXISTING CHANNEL MATCH
GEOMETRY AND SLOPE WITH CLASS 1 RIP-RAP PER DTL. 3/C2.00
4. ADD RIP-RAP TO OUTLET PER DTL. 2/C2.01
5. ADD RIP-RAP TO INLET PER DTL. 2/C2.01
6. NEW 18" CMP CULVERT PER DTL. 1/C2.01
7. NEW BLM APPROVED CATTLEGUARD (HS-20 MIN)
GENERAL NOTES:
1. FIELD VERIFY EXISTING FENCELINE AND TIE NEW CATTLEGUARDS
INTO EXISTING.
SHEET C1.11/1
SHEET C1.11/2
SHEET C1.11/3
KEYNOTES:
1. NEW ROAD PER DTL. 1/C2.00
SI
TE
P
LA
N
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C1.10
-0
1-
W
YO
M
IN
G
CO
DY
1 1" = 250'
SITE PLAN
-125 125 250
SCALE: 1" =
250'
X X
X X
X X
X X
3 1
R16.25'
106.50'
13.25'
7.00'
.00
12.50'
KEYNOTES:
1. NEW 30" CMP CULVERT PER DTL. 1/C2.01
2. ADD CLASS 1 RIP-RAP DITCH DIVERSION PER DTL. 2/C2.00
3. NEW DRAINAGE DITCH TIED INTO EXISTING CHANNEL MATCH
GEOMETRY AND SLOPE WITH CLASS 1 RIP-RAP PER DTL. 3/C2.00
4. ADD RIP-RAP TO OUTLET PER DTL. 2/C2.01
5. ADD RIP-RAP TO INLET PER DTL. 2/C2.01
6. NEW 18" CMP CULVERT PER DTL. 1/C2.01
7. NEW BLM APPROVED CATTLEGUARD (HS-20 MIN)
GENERAL NOTES:
1. FIELD VERIFY EXISTING FENCELINE AND TIE NEW CATTLEGUARDS
INTO EXISTING.
SI
TE
P
LA
N
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C1.11
-0
1-
W
YO
M
IN
G
CO
DY
CULVERT 11 1" = 60' -30 30 60
SCALE: 1" =
60'
CULVERT 22 1" = 60' -30 30 60
SCALE: 1" =
60'
CULVERT 33 1" = 60' -30 30 60
SCALE: 1" =
60'
X
Elevations Table
Number
Minimum Elevation
-6.000
-4.000
-2.000
0.000
2.000
4.000
6.000
8.000
10.000
Maximum Elevation
-4.000
-2.000
0.000
2.000
4.000
6.000
8.000
10.000
12.000
Color
GENERAL NOTES:
1. CONTRACTOR TO STRIP ALL TOPSOIL BENEATH
TRAVELED SURFACE, WIDTH, AND SHOULDERS
(ESTIMATED TO BE BETWEEN 3"-6").
2. USE SUITABLE DAM REMOVAL CUT FOR USE IN ROAD
FILL SECTIONS IF POSSIBLE
3. THE QUANTITY PROVIDED COMPARES THE DESIGN
FINISHED GRADE TO THE EXISTING GROUND.
PROVISIONS FOR CLEARING AND GRUBBING, IMPORTED
GRAVELS, DISPOSAL OF DELETERIOUS MATERIALS, AND
ANY BULKING FACTORS. CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL QUANTITIES AND SHALL NOT HOLD
THE OWNER AND/OR ENGINEER RESPONSIBLE FOR
DIFFERING QUANTITIES.
EA
RT
H W
O
RK
E
ST
IM
A
TE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C1.30
-0
1-
W
YO
M
IN
G
CO
DY
1 1" = 250'
EARTHWORK ESTIMATE
-125 125 250
SCALE: 1" =
250'
VOLUME SUMMARY
SURFACE NAME CUT (CY) FILL (CY) NET (CY) DESCRIPTION
VOLUME COMPARISON 1712 2438 726 (FILL)
COMPARES EXISTING
CONTOURS TO
FINISHED GRADE
CONTOURS
11'-0"
22'-0" DRIVE WIDTH
CL
3%3%
NOTES:
1. CUT SLOPES TO VARY BASED ON CATCHING NATIVE SLOPES WITHIN ROW. TARGET 3:1, OR AS STAKED.
2. ROAD SUBGRADE AND SURFACE SHALL BE NATIVE SOIL STRIPPED OF TOPSOIL, ORGANICS, AND OTHER
DELETERIOUS MATERIALS.
3. SPREAD 3-6" OF TOPSOIL ON CUT AND FILL SLOPES AS WELL AS ANY DISTURBED AREAS OUTSIDE OF DRIVE
WIDTH
4. THE CRUSHED BASE AGGREGATE WILL BE PLACED 22 FEET WIDE AND 4 INCHES THICK; COMPACT TO 95% MAX
DRY DENSITY OF ASTM D698
3:1
3:1
3:1
3' MIN
3:1
3:1
3:1
3.5'
DE
PT
H
PE
R
PL
AN
A
N D
PR
O
VI
DE
" M
IN
O
F
CL
AS
S
RI
P-
RA
P
PER PLAN
6.25'
DE
PT
H
PE
R
PL
AN
A
N D
PR
O
VI
DE
" M
IN
O
F
CL
AS
S
RI
P-
RA
P
PER PLAN
G
EN
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.00
-0
1-
W
YO
M
IN
G
CO
DY
1 NTS
TYPICAL ROAD SECTION 2 3/4" = 1'-0"
DITCH DIVERSION
3 3/4" = 1'-0"
DRAINAGE DITCH TIE IN
CMP CULVERT PER PLAN
3:1MIN1' M
IN
FLOW
A
A
TYPICAL ROAD CROSS-SECTION
WITH CULVERT
CROSS SECTION A-A
ROAD SURFACE
ROAD SURFACE
NOTES:
1. FIELD ADJUST EXISTING GRADES AS
REQUIRED TO ALLOW CULVERT TO
DAYLIGHT.
1' M
IN
CULVERT PER PLAN
PROVIDE CLASS 1
RIP-RAP APRON
PER DTL. 2/C2.01
PROVIDE 6" OF
TYPE 1 PIPE
BEDDING
PROVIDE CLASS 1
RIP-RAP APRON
PER DTL. 2/C2.01
PROVIDE FET'S
PROVIDE FET'S
NOTES:
1. GEOTEXTILE FABRIC SHALL COVER THE BOTTOM AND SIDES OF THE
AREA EXCAVATED FOR THE RIPRAP AND GRANULAR FILTER MATERIALS.
SECTION B-B
SECTION A-A
A A
B
B
1 TABLE OF QUANTITIES FOR RIPRAP AT OUTLETS
DIA.
(IN)
W
(FT)
L
(FT)
GEO.
FABRIC
(SY)
GRANULAR
FILTER
(CY)
18" DEPTH
RIPRAP (CY)
12 6 8 19.6 .3 4.4 15 6.5 8 20.8 .3 4.8 18 7 10 25.6 .4 6.4 21 7.5 10 27.4 .6 7.1 24 8 12 33.4 .8 9.2 27 8.5 12 35.2 .9 9.9 30 9 14 41.6 1.1 12.3 36 10 16 50.5 1.6 15.8 42 10.5 18 57.8 1.7 18.7 48 11 20 66.5 2.2 22.2L
W
1'
2'
2'
1'
RIPRAP
GRANULAR CUSHION
GEOTEXTILE FILTER FABRIC
GRANULAR CUSHION
GEOTEXTILE FILTER FABRIC
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.01
-0
1-
W
YO
M
IN
G
CO
DY
1 NTS
STORM CULVERT 2 NTS
RIP-RAP AT INLETS AND OUTLETS
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.02
-0
1-
W
YO
M
IN
G
CO
DY
1 SPECIFICATIONS
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.03
-0
1-
W
YO
M
IN
G
CO
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.04
-0
1-
W
YO
M
IN
G
CO
ER
A
L N
O
TE
S A
N D
D
ET
A
IL
S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C2.05
-0
1-
W
YO
M
IN
G
CO
BP: 0+00.00
EP
: 3
8+
.5
PC: 4+27.85
PC: 6+99.56
PC: 11+86.43
PC: 16+41.17
PC: 26+73.83
PC: 36+07.53
PT: 4+92.03 PT: 7+47.19
PT: 12+05.77
PT: 19+67.84
PT
: 3
3+
.4
PT: 36+97.45
M id: 4+59.94
M id: 7+23.38
M id: 11+96.10
Mid: 18+04.50 M id: 29+90.15
M id
: 3 6+
.4
C1
C2
C3
C4
C5
C6
L1
L2
L3
L4
L5
L6 L7
SHEET C3.01
SHEET C3.02
SHEET C3.03
SHEET C3.04
SHEET C3.05
SHEET C3.06
SHEET C3.07
SHEET C3.08
SHEET C3.09
38+07
0+00
1+00
2+00
3+00
4+00 5+00
6+00 7+00
8+00
9+00 10+00
11+00
12+00
13+00
14+00
15+00
16+00 17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00 29+00
30+00 31+00
+0
+0
+0
+0
+0
+0
+0
FUBAR ACCESS ROAD ALIGNMENT
Number
C1
C2
C3
C4
C5
C6
L1
L2
L3
L4
L5
L6
L7
Length
64.17
47.63
19.33
326.67
632.64
89.91
427.85
207.53
439.24
435.40
705.99
301.06
109.07
Radius
350.00
250.00
350.00
600.00
900.00
250.00
Line/Chord Direction
N25° 05' 34.80"E
N25° 17' 54.98"E
N32° 20' 21.87"E
N18° 19' 28.87"E
N22° 51' 53.78"E
N53° 18' 20.68"E
N30° 20' 44.28"E
N19° 50' 25.32"E
N30° 45' 24.65"E
N33° 55' 19.10"E
N02° 43' 38.63"E
N43° 00' 08.92"E
N63° 36' 32.44"E
Start Point
(1911354.34).,(1566370.26)
(1911451.95).,(1566623.51)
(1911696.90).,(1567043.97)
(1911950.22).,(1567421.59)
(1912085.26).,(1568433.08)
(1912531.38).,(1569224.25)
(1911138.18),(1566001.02)
(1911381.51),(1566428.29)
(1911472.27),(1566666.51)
(1911707.24),(1567060.30)
(1912051.66),(1567727.88)
(1912326.05),(1569004.08)
(1912603.09),(1569277.69)
End Point
(1911381.51),.(1566428.29)
(1911472.27),.(1566666.51)
(1911707.24),.(1567060.30)
(1912051.66),.(1567727.88)
(1912326.05),.(1569004.08)
(1912603.09),.(1569277.69)
(1911354.34).(1566370.26)
(1911451.95).(1566623.51)
(1911696.90).(1567043.97)
(1911950.22).(1567421.59)
(1912085.26).(1568433.08)
(1912531.38).(1569224.25)
(1912700.79).(1569326.17)1 1" = 250'
ROAD ALIGNMENT LAYOUT
-125 125 250
SCALE: 1" =
250'
RO
D A
LI
G
N M
EN
T
LA
YO
U T
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.00
-0
1-
W
YO
M
IN
G
CO
4475.0
4480.0
4485.0
4490.0
4495.0
4500.0
4505.0
4510.0
4515.0
4475.00
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
4510.00
4515.00
.3
.3
.7
.6
0+50
.8
.8
.6
.5
1+00
.4
.3
.2
.2
1+50
.0
.0
.7
.7
2+00
.6
.6
.4
.3
2+50
.0
.0
.3
.2
3+00
.5
.5
.2
.2
3+50
.3
.2
.3
.3
4+00
.7
.6
.1
.0
4+50
-0.80%
STA: 0+00.00
EL: 4487.576
PVI STA: 2+66.55
PVI EL:=4485.453
L=100.73 K=53.02
BV
CS
: 2 +1
6.
BV
CE
: 4
5.
EV
CS
: 3 +1
6.
EV
CE
: 4
4.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
MATCH EXIST. ROAD GRADE
ALIGINMENT=FUBAR ACCESS ROAD ALIGNMENT
STATION=0+00.00
OFFSET=0.000
NORTHING=1566001.02
EASTING=1911138.18
START
LAT: N044° 47' 48.81"
LONG: W108° 58' 15.53"
0+
1+
2+
3+
4+ 00 5+
BP
: 0
+0 0.
PC
: 4
+2 7.
M id
: 4 +5
9.
PT
: 4
+9 2.
4487.58(e) MATCH DESIGN WITH EXISTING 4487.58
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 0+00 - 4+59.10
-20 20 40
SCALE: 1" =
40'
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.01
-0
1-
W
YO
M
IN
G
4465.0
4470.0
4475.0
4480.0
4485.0
4490.0
4495.0
4500.0
4505.0
4465.00
4470.00
4475.00
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
.5
.5
.9
.8
5+00
.6
.5
.9
.9
5+50
.3
.3
.6
.5
6+00
.0
.9
.3
.2
6+50
.5
.5
.8
.8
7+00
.2
.2
.6
.5
7+50
.8
.8
.1
.0
8+00
.3
.2
.5
.4
8+50
.9
.8
.5
.5
9+00
-2.70%
PVI STA: 8+61.58
PVI EL:=4469.412
L=100.00 K=48.61
BV
CS
: 8 +1
1.
BV
CE
: 4
0.
EV
CS
: 9 +1
1.
EV
CE
: 4
9.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
SD
30" STORM
30" IE OUT: 4456.56'
L
=6 1.
S= -1
3.
4+
5+ 00 6+
00 7+
8+
9+
PC
: 4
+2 7.
M id
: 4 +5
9.
PT
: 4
+9 2.
03 PC
: 6
+9 9.
M id
: 7 +2
3.
PT
: 7
+4 7.
.5 2( e)
.7
.4
.1 5( e)
.8 1( e)
4468.00
CLASS 1 RIP-RAP EXTENTSTOTAL AREA = 1,665 SF
CLASS 1 RIP-RAP EXTENTS
TOTAL AREA = 650 SF
4470.84
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 4+59.10 - 9+18.20
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.02
-0
1-
W
YO
M
IN
G
4460.0
4465.0
4470.0
4475.0
4480.0
4485.0
4490.0
4495.0
4500.0
4460.00
4465.00
4470.00
4475.00
4480.00
4485.00
4490.00
4495.00
4500.00
.5
.5
.4
.4
9+50
.4
.3
.3
.2
10+00
.1
.1
.8
.8
10+50
.8
.8
.9
.9
11+00
.0
.9
.6
.5
11+50
.1
.0
.7
.7
12+00
.5
.4
.9
.8
12+50
.2
.2
.5
.4
13+00
.7
.7
.1
.1
13+50
.5
.4
1.64%
-0.64% 0.56%
ST
A:
+8
1.
EL
: 4
8.
PVI STA: 11+82.90
PVI EL:=4469.771
L=108.13 K=100.16
BV
CS
: 1 1+
.8
BV
CE
: 4
9.
EV
CS
: 1 2+
.9
EV
CE
: 4
0.
NEW 30" CMP
CULVERT: SEE PLAN
FOR INV. ELEVATIONS
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
SD
30" STORM
30" IE OUT: 4456.56'
=6 1.
-1
3.
30" IE IN: 4465.00
9+
+0
+0
+0
+0
+0
PC
: 1
1+
.4
M id
: 1 1+
.1
PT
: 1
2+
.7
.5 2( e)
.7
.4
.1 5( e)
.8 1( e)
4468.00
.0
.0
RIP-RAP EXTENTS
TOTAL AREA = 200 SF
CLASS 1 RIP-RAP EXTENTS
TOTAL AREA = 1,665 SF
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 9+18.20 - 13+77.30
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.03
-0
1-
W
YO
M
IN
G
4470.0
4480.0
4485.0
4490.0
4495.0
4500.0
4505.0
4510.0
4470.00
4475.00
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
4510.00
.9
.9
14+00
.4
.4
.0
.0
14+50
.7
.7
.7
.7
15+00
.8
.8
.0
.0
15+50
.2
.2
.4
.4
16+00
.5
.5
.6
.6
16+50
.7
.7
.5
.4
17+00
.1
.1
.6
.6
17+50
.2
.1
.6
.6
18+00
.7
.6
4.22%
0.57%
PVI STA: 17+40.04
PVI EL:=4486.141
L=100.00 K=27.36
BV
CS
: 1 6+
.0
BV
CE
: 4
4.
EV
CS
: 1 7+
.0
EV
CE
: 4
6.
PVI STA: 14+59.97
PVI EL:=4474.312
L=100.00 K=38.69
BV
CS
: 1 4+
.9
BV
CE
: 4
3.
EV
CS
: 1 5+
.9
EV
CE
: 4
6.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
+0
+0
+0
+0
0 18 +0
19+00
PC
: 1
6+
.1
M id
: 1 8+
.5
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 13+77.30 - 18+36.40
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.04
-0
1-
W
YO
M
IN
G
4485.0
4490.0
4495.0
4500.0
4505.0
4510.0
4515.0
4520.0
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
4510.00
4515.00
4520.00
.6
.5
18+50
.6
.5
.7
.7
19+00
.7
.7
.5
.5
19+50
.3
.3
.1
.0
20+00
.7
.7
.5
.5
20+50
.0
.0
.8
.7
21+00
.4
.3
.5
.5
21+50
.0
.0
.9
.8
22+00
.6
.6
.5
.5
22+50
.2
.1
-1.14%
ST
A:
0+
.0
EL
: 4
5.
PVI STA: 19+03.79
PVI EL:=4487.073
L=100.00 K=58.49
BV
CS
: 1 8+
.7
BV
CE
: 4
6.
EV
CS
: 1 9+
.7
EV
CE
: 4
6.
HI
GH
P O
IN
T
ST
A:
8+
.0
EL
: 4
6.
DESIGNEXISTING
NEW 18" CMP
CULVERT : SEE PLAN
FOR INV. ELEVATIONS
DESIGN GRADE
EXISTING GRADE
18" IE IN: 4483.26'
+0
+0
+0
+0
+0
+0
18" IE OUT: 4481.88'
=4 0.
-3
.3 8%
M id
: 1 8+
.5
PT
: 1
9+
.8
RIP-RAP EXTENTS
TOTAL AREA = 200 SF
RIP-RAP EXTENTS
TOTAL AREA = 200 SF
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 18+36.40 - 22+95.50
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.05
-0
1-
W
YO
M
IN
G
4485.0
4490.0
4495.0
4500.0
4505.0
4510.0
4515.0
4520.0
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
4510.00
4515.00
4520.00
.3
.2
23+00
.3
.3
.2
.2
23+50
.7
.6
.1
.0
24+00
.4
.3
.5
.5
24+50
.7
.6
.9
.8
25+00
.9
.9
.9
.9
25+50
.9
.8
.9
.9
26+00
.0
.0
.1
.1
26+50
.2
.2
.1
.1
27+00
.9
.8
.6
.5
27+50
0.56%
PVI STA: 26+87.75
PVI EL:=4488.485
L=150.00 K=86.67
BV
CS
: 2 6+
.7
BV
CE
: 4
8.
EV
CS
: 2 7+
.7
EV
CE
: 4
7.
HI
GH
P O
IN
T
ST
A:
6+
.5
EL
: 4
8.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
18" IE IN: 4483.26'
+0
+0
+0
+0
+0
+0
18" IE OUT: 4481.88'
=4 0.
-3
.3 8%
PC
: 2
6+
.8
RIP-RAP EXTENTS
TOTAL AREA = 200 SF
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 22+95.50 - 27+72.69
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.06
-0
1-
W
YO
M
IN
G
4485.0
4490.0
4495.0
4500.0
4505.0
4510.0
4515.0
4475.00
4480.00
4485.00
4490.00
4495.00
4500.00
4505.00
4510.00
4515.00
.3
.3
.0
.0
28+00
.7
.6
.3
.2
28+50
.8
.7
.5
.4
29+00
.2
.1
.8
.8
29+50
.5
.4
.1
.1
30+00
.7
.7
.3
.2
30+50
.7
.7
.1
.1
31+00
.5
.5
.7
.7
31+50
.5
.4
-1.17%
-3.93%
PVI STA: 30+36.82
PVI EL:=4484.409
L=100.00 K=36.18
BV
CS
: 2 9+
.8
BV
CE
: 4
4.
EV
CS
: 3 0+
.8
EV
CE
: 4
2.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
+0
+0
0 29 +0
+0
+0
+0
M id
: 2 9+
.1
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 27+72.69 - 31+85.14
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.07
-0
1-
W
YO
M
IN
G
4435.0
4440.0
4445.0
4450.0
4455.0
4460.0
4465.0
4470.0
4475.0
4480.0
4435.00
4440.00
4445.00
4450.00
4455.00
4460.00
4465.00
4470.00
4475.00
4480.00
.2
.2
32+00
.8
.8
.2
.2
32+50
.7
.7
.6
.6
33+00
.5
.4
.0
.0
33+50
.6
.6
.2
.1
34+00
.5
.5
.9
.8
34+50
.2
.1
.4
.3
35+00
.5
.5
.7
.7
35+50
.0
.0
.5
.4
36+00
-9.37%
PVI STA: 32+69.07
PVI EL:=4475.278
L=150.00 K=27.56
BV
CS
: 3 1+
.0
BV
CE
: 4
8.
EV
CS
: 3 3+
.0
EV
CE
: 4
8.
DESIGNEXISTING
DESIGN GRADE
EXISTING GRADE
18" IE OUT: 4433.58'
18" IE IN: 4433.74'
+0
+0
+0
+0
+0
+0
PT
: 3
3+
.4
PC
: 3
6+
.5
M id
: 3 6+
.4
PT
: 3
6+
.4
18" L=33.84 S=0.49%
RIPRAP EXTENTS
TOTAL AREA = 200 SF
RIPRAP EXTENTS
TOTAL AREA = 200 SF
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 31+85.14 - 36+17.52
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.08
-0
1-
W
YO
M
IN
G
4430.0
4435.0
4440.0
4445.0
4450.0
4455.0
4460.0
4465.0
4470.0
4430.00
4435.00
4440.00
4445.00
4450.00
4455.00
4460.00
4465.00
4470.00
.5
.5
.6
.5
36+50
.6
.6
.7
.7
37+00
.3
.2
.9
.9
37+50
.1
.1
.3
.3
38+00
-1.86%
STA: 38+06.51
EL: 4433.705
PVI STA: 36+89.22
PVI EL:=4435.892
L=65.18 K=8.68
BV
CS
: 3 6+
.6
BV
CE
: 4
8.
EV
CS
: 3 7+
.8
EV
CE
: 4
5.
LOW POINT
STA: 37+21.81
EL: 4435.28
DESIGNEXISTING
MATCH EXIST. ROAD GRADE
DESIGN GRADE
EXISTING GRADE
NEW 18" CMP
CULVERT : SEE PLAN
FOR INV. ELEVATIONS
X X
X X
X X
X X
X X
X X
X X
X X
ALIGNMENT=FUBAR ACCESS ROAD ALIGNMENT
STATION=38+06.51
OFFSET=0.000
NORTHING=1569326.17
EASTING=1912700.79
END
LAT: N044° 48' 21.68"
LONG: W108° 57' 53.98"
18" IE OUT: 4433.58'
18" IE IN: 4433.74'
35+00
36+00
+0
+0
+0
PC: 36+07.53
M id
: 3 6+
.4
PT
: 3
6+
.4
EP
: 3
8+
.5
18" L=33.84 S=0.49% 4433.71(e) MATCH DESIGN WITH EXISTING
4433.71
RIPRAP EXTENTS
TOTAL AREA = 200 SF
RIPRAP EXTENTS
TOTAL AREA = 200 SF
APPX. PROPOSED
CATTLEGAURD
LOCATION,
FIELD VERIFY EXISTING
FENCELINE AND TIE
INTO EXISTING
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 36+17.52 - 38+06.51
-20 20 40
SCALE: 1" =
D P
LA
N
A N
D P
RO
FI
LE
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C3.09
-0
1-
W
YO
M
IN
G
0+50
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
1+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
1+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
2+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
2+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
3+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
EXIST.
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 0+50 - 3+00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.00
-0
1-
W
YO
M
IN
G
CO
DY
-20 20 40
SCALE: 1" =
3+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
4+00
4475.00
4480.00
4485.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
4+50
4470.00
4475.00
4480.00
4485.00
4470.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
5+00
4470.00
4475.00
4480.00
4485.00
4470.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
5+50
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
6+00
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
EXIST.
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.01
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 3+50 - 6+00
-20 20 40
SCALE: 1" =
6+50
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
7+00
4465.00
4470.00
4475.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
7+50
4465.00
4470.00
4475.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
8+00
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
8+50
4460.00
4465.00
4470.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
9+00
4455.00
4460.00
4465.00
4470.00
4455.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
DESIGN
EXIST.
DAYLIGHT
TO EXIST.
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.02
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 6+50 - 9+00
-20 20 40
SCALE: 1" =
9+50
4450.00
4455.00
4460.00
4465.00
4470.00
4450.00
4455.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
10+00
4450.00
4455.00
4460.00
4465.00
4470.00
4450.00
4455.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
10+50
4450.00
4455.00
4460.00
4465.00
4470.00
4450.00
4455.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
11+00
4455.00
4460.00
4465.00
4470.00
4475.00
4455.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
11+50
4455.00
4460.00
4465.00
4470.00
4475.00
4455.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
12+00
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.03
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 9+50 - 12+00
-20 20 40
SCALE: 1" =
12+50
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
13+00
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
13+50
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
14+00
4460.00
4465.00
4470.00
4475.00
4460.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
14+50
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
15+00
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.04
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 12+50 - 15+00
-20 20 40
SCALE: 1" =
15+50
4470.00
4475.00
4480.00
4485.00
4470.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
16+00
4470.00
4475.00
4480.00
4485.00
4470.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
16+50
4475.00
4480.00
4485.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
17+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
17+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
18+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.05
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 15+50 - 18+00
-20 20 40
SCALE: 1" =
18+50
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
19+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
19+50
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
20+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
20+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
21+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.06
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 18+50 - 21+00
-20 20 40
SCALE: 1" =
21+50
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
22+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
22+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
23+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
23+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
24+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.07
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 21+50 - 24+00
-20 20 40
SCALE: 1" =
24+50
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
25+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
25+50
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
26+00
4480.00
4485.00
4490.00
4495.00
4480.00
4485.00
4490.00
4495.00
0.00 25.00 50.000.00-25.00-50.00
26+50
4480.00
4485.00
4490.00
4495.00
4480.00
4485.00
4490.00
4495.00
0.00 25.00 50.000.00-25.00-50.00
27+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.08
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 24+50 - 27+00
-20 20 40
SCALE: 1" =
27+50
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
28+00
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
28+50
4480.00
4485.00
4490.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
29+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
29+50
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
30+00
4475.00
4480.00
4485.00
4490.00
4475.00
4480.00
4485.00
4490.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.09
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 27+50 - 30+00
-20 20 40
SCALE: 1" =
30+50
4480.00
4485.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
31+00
4475.00
4480.00
4485.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
31+50
4470.00
4475.00
4480.00
4485.00
4470.00
4475.00
4480.00
4485.00
0.00 25.00 50.000.00-25.00-50.00
32+00
4470.00
4475.00
4480.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
32+50
4465.00
4470.00
4475.00
4480.00
4465.00
4470.00
4475.00
4480.00
0.00 25.00 50.000.00-25.00-50.00
33+00
4465.00
4470.00
4475.00
4465.00
4470.00
4475.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.10
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 30+50 - 33+00
-20 20 40
SCALE: 1" =
33+50
4460.00
4465.00
4470.00
4460.00
4465.00
4470.00
0.00 25.00 50.000.00-25.00-50.00
34+00
4455.00
4460.00
4465.00
4455.00
4460.00
4465.00
0.00 25.00 50.000.00-25.00-50.00
34+50
4445.00
4450.00
4455.00
4460.00
4445.00
4450.00
4455.00
4460.00
0.00 25.00 50.000.00-25.00-50.00
35+00
4440.00
4445.00
4450.00
4455.00
4440.00
4445.00
4450.00
4455.00
0.00 25.00 50.000.00-25.00-50.00
35+50
4435.00
4440.00
4445.00
4450.00
4435.00
4440.00
4445.00
4450.00
0.00 25.00 50.000.00-25.00-50.00
36+00
4430.00
4435.00
4440.00
4445.00
4430.00
4435.00
4440.00
4445.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.11
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 33+50 - 36+00
-20 20 40
SCALE: 1" =
36+50
4430.00
4435.00
4440.00
4430.00
4435.00
4440.00
0.00 25.00 50.000.00-25.00-50.00
37+00
4425.00
4430.00
4435.00
4440.00
4425.00
4430.00
4435.00
4440.00
0.00 25.00 50.000.00-25.00-50.00
37+50
4425.00
4430.00
4435.00
4425.00
4430.00
4435.00
0.00 25.00 50.000.00-25.00-50.00
38+00
4420.00
4425.00
4430.00
4435.00
4420.00
4425.00
4430.00
4435.00
0.00 25.00 50.000.00-25.00-50.00
D C
RO
SS
S
EC
TI
O
N S
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C4.12
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
ROAD CROSS-SECTIONS STA: 36+50 - 38+00
-20 20 40
SCALE: 1" =
4425.0
4430.0
4435.0
4440.0
4445.0
4425.00
4430.00
4435.00
4440.00
4445.00
.8
.7
0+00
.7
.7
.7
.7
0+50 1+00
DESIGNEXISTING
18" CMP
CULVERT IE OUT
STA. = 0+15.70
ELEV. = 4433.58
CULVERT IE IN
STA. = 0+49.54
ELEV. = 4433.78
37+00.00 ON CENTERLINE ALIGNMENT
4455.0
4460.0
4465.0
4470.0
4475.0
4455.00
4460.00
4465.00
4470.00
4475.00
.5
.5
0+00
.6
.6
.6
.5
0+50 1+00
DESIGNEXISTING
CULVERT IE IN
STA. = 0+08.59
ELEV. = 4465.00
CULVERT IE OUT
STATION = 0+69.96
ELEV. = 4456.56
30" CMP30" CMP
9+80.96 ON CENTERLINE ALIGNMENT
4475.0
4480.0
4485.0
4490.0
4495.0
4475.00
4480.00
4485.00
4490.00
4495.00
.6
.5
0+00
.5
.5
.8
.8
0+50 1+00
DESIGNEXISTING
CULVERT IE IN
STA. = 0+07.55
ELEV. = 4483.26
CULVERT IE OUT
STA. = 0+48.24
ELEV. = 4481.88
18" CMP
22+49.98 ON CENTERLINE ALIGNMENT
CU
LV
ER
T
CR
O
SS
S
EC
TI
O N
-0
1-
-0
1-
-0
1-
JA
CK
O
LA
E N
GI
N
EE
RI
N G
AN
D
AR
CH
IT
EC
TU
RE
ED
G
RA
Y
RA
Y
JA
C
FU
BA
R
DE
TE
N
TI
O
N D
AM
A
CC
ES
S
RO
AD
C5.00
-0
1-
W
YO
M
IN
G
CO
DY
1 PLAN: 1" = 40' PROFILE: H. 1" = 40' V. 1" = 10'
STA: 09+80.96 & 22+49.98 & 37+00.00
-20 20 40
SCALE: 1" =
| G1 |
| G2 |
| C1 |
| C2 |
| C3 |
| C4 |
| C5 |
| C6 |
| C7 |
| C8 |
| C9 |
| XS1 |
| XS2 |
| XS3 |
| GS1 |
| S1 |
| S2 |
| S3 |
| C0.10 |
| C1.10 |
| C1.11 |
| C1.30 |
| C2.00 |
| C2.01 |
| C2.02 |
| C2.03 |
| C2.04 |
| C2.05 |
| C3.00 |
| C3.01 |
| C3.02 |
| C3.03 |
| C3.04 |
| C3.05 |
| C3.06 |
| C3.07 |
| C3.08 |
| C3.09 |
| C4.00 |
| C4.01 |
| C4.02 |
| C4.03 |
| C4.04 |
| C4.05 |
| C4.06 |
| C4.07 |
| C4.08 |
| C4.09 |
| C4.10 |
| C4.11 |
| C4.12 |
| C5.00 |
File details come from the government source that posted it. Updated .