Attachment 2.pdf
PDF 9 MB Posted
- Attached to
- FS 251 CROOKED FORK ROAD CULVERT REPLACEMENT Federal contract opportunity
- Solicitation number
- 12343420R0005
About this file
This solicitation package includes plans and specifications for replacing two culverts along Forest Service Route 251 Crooked Fork Road in Pocahontas County, West Virginia. The work involves removing and disposing of existing culverts and structures, installing new precast concrete arch culverts, constructing bypass roads, performing stream simulation work, installing guardrails, and other associated tasks. The solicitation number is 12343420R0005 and was issued by the USDA Forest Service Eastern Region. The response due date is not provided. Products and services required include culvert installation, road construction, stream simulation materials, guardrails, and debris removal. The total estimated quantities of materials include 100 CY of stream simulation materials for MP 0.1 and 56 CY for MP 0.5. Completion is required per the in-stream work window of June 1 to September 15.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Attachment 8.pdf | ||
| REVISED Attachment 2.pdf | ||
| 12343420R0005_Amendment 1.pdf | ||
| Attendance Sheet_251.pdf | ||
| Attachment 3_Wage Determination.pdf | ||
| Attachment 7 Sustainable.doc | DOC document | |
| Attachment 6 Personnel.doc | DOC document | |
| Attachment 5 Methodology.doc | DOC document | |
| 12343420R0005.pdf | ||
| Attachment 1.docx | DOCX document | |
| Attachment 4 Experience.doc | DOC document |
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Text version
VICINITY MAP
PROJECT LOCATION
TRAVEL DIRECTIONS:
United States Department of Agriculture
Forest Service
INDEX OF SHEETS
SHEET SHEET TITLE
COVER SHEET
AREA MAP
GENERAL NOTES
MP 0.1 SITE PLAN
MP 0.1 BYPASS PLAN
MP 0.1 BYPASS PROFILE
MP 0.1 BYPASS CROSS SECTIONS
MP 0.1 ROAD PLAN & PROFILE
MP 0.1 STREAM PLAN
MP 0.1 STREAM PROFILES
MP 0.1 GUARDRAIL & SIGN PLAN
MP 0.5 SITE PLAN
MP 0.5 BYPASS PLAN & PROFILE
MP 0.5 BYPASS CROSS SECTIONS
MP 0.5 ROAD PLAN & PROFILE
MP 0.5 STREAM PLAN
MP 0.5 STREAM PROFILES
MP 0.5 GUARDRAIL & SIGN PLAN
ROAD & FOUNDATION DETAILS
STRUCTURE EXCAVATION DETAILS
STREAM SIMULATION LAYOUT
STREAM SIMULATION DETAILS
MISC. DETAILS
GUARDRAIL FLARED END TERMINAL
GUARDRAIL TANGENT END TERMINAL
GUARDRAIL ELEMENTS
GUARDRAIL POSTS
FROM MARLINTON, WV DRIVE 8.3 MILES NORTH ON U.S. HIGHWAY
219. FSR 251 CROOKED FORK ROAD WILL BE ON THE LEFT.
MP 0.1: N 38° 19' 12"
W 80° 5' 51"
MP 0.5: N 38° 19' 29"
W 80° 06' 9"
RECOMMENDED BY:
APPROVED:
PROJECT ENGINEER
R 09 BRIDGE ENGINEER DATE
DATE
R 09 DIRECTOR OF ENGINEERING
DATE
DISTRICT RANGER DATE
FS 251 CROOKED FORK RD CULVERT
REPLACEMENTS
WEST VIRGINIA
POCAHONTAS COUNTY
MONONGAHELA NATIONAL FOREST
R 09 EASTERN REGION
FOREST ENGINEER DATE
FOREST SUPERVISOR
DATE
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MISSOURI
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
0 0 8:
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R 09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON R.D.
AREA MAP
JULY 2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
XX
FSR 251 MP 0.1
FSR 251 MP 0.5
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E
DRAWING TITLE
PROJECT NAME
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 0/2
0 0 8:
L
DI
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OR
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R 09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON R.D.
GENERAL NOTES
JULY 2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
XX
SPECIFICATIONS : THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS) AS MODIFIED FOR THIS
CONTRACT IN THE SUPPLEMENTAL SPECIFICATIONS.
GEOTECHNICAL REPORT : A GEOTECHNICAL REPORT IS INCLUDED WITH THE SOLICITATION.
UTILITIES : THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. A CERTIFICATE OF COMPLETION SHALL BE PROVIDED TO THE CO. NOTE: LOCATE EX. SEPTIC FIELD AT RESIDENCE AT MP 0.1.
IN-STREAM WORK WINDOW : JUNE 1 TO SEPTEMBER 15
HOURS OF OPERATION : 0600 - 1800 M-F, NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO.
NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED & POWER WASHED & FREE OF DIRT & DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. CONTRACTOR SHALL SCHEDULE EQUIPMENT INSPECTION W/CO PRIOR
TO MOBILIZATION TO FOREST SERVICE LANDS.
ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO.
TRAFFIC CONTROL : AT MP 0.1 THE EXISTING 50 FT PORTABLE BRIDGE ONSITE SHALL BE USED TO PROVIDE A TEMPORARY BYPASS. UPON COMPLETION OF THE PROJECT THE TEMPORARY BRIDGE (MP 0.1) & CMP ARCH & SURPLUS 18" CMP (MP 0.5) SHALL BE REMOVED, DELIVERED & UNLOADED AT THE MARLINTON RANGER DISTRICT WORKCENTER. THE
TEMP. ROAD SHALL BE REMOVED & SLOPES RE-ESTABLISHED.
DELAY OF TRAFFIC: ROAD SHALL BE OPEN TO TRAFFIC 24/7 WITH A MAXIMUM DELAY OF 15 MINUTES. SPECIAL
CONSIDERATION SHALL BE GIVEN TO EMERGENCY VEHICLE.
SALVAGE : ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE DIRECTED BY THE CO, & SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL
LAWS.
TOPSOIL : TOPSOIL SHALL BE STRIPPED TO A MINIMUM DEPTH OF 4" & STOCKPILED AS DIRECTED BY THE CO. EXPOSED SOIL SHALL RECEIVE 2"-3" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE STOCKPILE.
DEWATERING : COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS.
DEWATERING PLAN MUST BE SUBMITTED 15 DAYS IN ADVANCE OF CONSTRUCTION. PUMP TURBID WATER INTO SEDIMENT BAGS. PROVIDE A MINIMUM OF 3 BAGS, 15' x 15'. DISPOSE OF BAGS AT END OF CONSTRUCTION.
SEDIMENT & EROSION CONTROL: COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS. EROSION CONTROL PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION.
STAGING AREAS : STAGING AREAS SHALL BE APPROVED BY THE CO.
CONTOURS: CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR
A POINT & THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED CORRECT.
CLEARING & GRUBBING: LIMITS OF CLEARING ARE 10' BEYOND EDGE OF WORK SHOWN. ALL TREES REMOVED FROM TEMP.
EASEMENTS SHALL BE DISPOSED OF AS PER CO. LIMBS & OTHER SMALL MATERIALS NOT UTILIZABLE SHALL BE CHIPPED
OR REMOVED FROM THE PROJECT AREA.
EXCAVATION : THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. REMOVAL IS
INCIDENTAL TO 20801.
WOVEN WIRE FENCE: FENCE SHALL BE STAY TUFF BRAND, FIXED KNOT, 1348-12 FENCE OR AN APPROVED EQUAL. ALL FENCE SHALL BE INSTALLED AS PER MANUFACTURER RECOMMENDATIONS WITH THE FOLLOWING EXCEPTIONS. CORNER POSTS AND BRACE POSTS SHALL BE 10" MINIMUM DIAMETER. ALL WOOD FENCE POSTS SHALL BE TREATED FOR GROUND CONTACT. POST SPACING SHALL BE 16' MAXIMUM. CONTRACTOR SHALL REATTACH EXISTING FENCE WIRE TO
REINSTALLED FENCE POSTS.
SUMMARY OF QUANTITIES: CROOKED FORK MP 0.1
SUMMARY OF QUANTITIES: CROOKED FORK MP 0.5
GENERAL NOTES:
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X
X
X
X
X
X
X
BYPASS LOCATION
TEMPORARY BRIDGE
STREAM WORK LIMITS
EXISTING 18" CULVERTS
REMOVE, DISPOSE
EXISTING STRUCTURE
142" X 92" CMP ARCH
REMOVE & DISPOSE
L
L
C
EXISTING DRIVEWAY
FIELD VERIFY CULVERT
INSTALLATION
TEMPORARY BRIDGE
RELOCATE ONSITE 50’ PORTABLE BRIDGE
FURNISH 12" X 12" 16' OAK TIMBER SILLS (3
EA SIDE). UPON COMPLETION OF THE
PROJECT REMOVE & DELIVER TO
MARLINTON WORKCENTER.
APPROXIMATE LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9959.90 E 99809.20 - N9947.67 E99956.44
SEE SHEET 21 FOR DETAILS
PROPERTY LINE
TEMPORARY EASEMENT
TEMPORARY EASEMENT
FS ROW
38'-0" X 10'-8 1/8" X 35'-10 1/2"
PRECAST CONCRETE ARCH
CONSPAN O 638 - SEE SHEET
9 FOR STRUCTURE COORDINATES
U
S
EXISTING DRIVEWAY
DO NOT DISTURB
ENSURE BYPASS DITCH
ALLOWS PASSENEGER
CAR ACCESS
CLASS 2 RIPRAP
RESIDENCE
CONTROL POINTS
POINT #
NORTHING
10002.93
9908.99
9944.36
EASTING
99638.90
99749.27
99995.67
ELEVATION
983.32
982.30
998.92
DESCRIPTION
REBAR
HUB
CORNER
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 SITE PLAN
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ S-01
04 27
Feet
0 20 40
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5+82
BYPASS LOCATION
STREAM WORK LIMITS
L
L2
L
L4
C
C
C3
TEMPORARY BRIDGE
RELOCATE ONSITE 50’ PORTABLE BRIDGE
FURNISH 12" X 12" 16' OAK TIMBER SILLS (3
EA SIDE). UPON COMPLETION OF THE
PROJECT REMOVE & DELIVER TO
MARLINTON WORKCENTER.
APPROXIMATE LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9959.90 E 99809.20 - N9947.67 E99956.44
SEE SHEET 21 FOR DETAILS
PROPERTY LINE
TEMPORARY EASEMENT
TEMPORARY EASEMENT
FS ROW
38'-0" X 10'-8 1/8" X 35'-10 1/2"
PRECAST CONCRETE ARCH
CONSPAN O 638 - SEE SHEET
9 FOR STRUCTURE COORDINATES
ENSURE BYPASS DITCH
ALLOWS PASSENEGER
CAR ACCESS
CLASS 2 RIPRAP
RESIDENCE
CF_MP0.1-BYPASS
NUMBER
L1
C1
L2
C2
L3
C3
L4
STATION
1+44.0
PC 2+38.4
PI 2+62.8
PT 2+84.8
2+84.8
PC 4+38.1
PI 4+53.2
PT 4+67.7
4+67.7
PC 5+17.2
PI 5+33.0
PT 5+48.2
5+48.2
NORTHING
10043.3
9975.0
9956.4
9950.9
9957.1
9978.9
9985.0
EASTING
99602.9
99668.0
99709.3
99862.5
99891.2
99935.5
99965.6
RADIUS
60.00
60.00
60.00
DELTA
44-17-31
28-18-22
29-39-00
TANGENT
LENGTH
94.41
46.38
153.29
29.64
49.43
31.05
34.12
BEARING
S43° 39' 07.61"E
S65° 47' 53.20"E
S87° 56' 38.80"E
N77° 54' 10.16"E
N63° 44' 59.13"E
N78° 34' 29.05"E
S86° 36' 01.03"E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 BYPASS PLAN
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-01 05 27
Feet
0 15 30
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L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
CF MP0.1-BYPASS PROFILE
0+85 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+82
1.24%
.5
.0
.0
0.00%
S T
A
B
E G
I N
C
F
M P
B
Y P
A S
S
S T
A
E
D
F
M P
B
Y P
A S
S
E L
PVI STA: 3+90.00
PVI ELEV: 981.99
K: 3.17
LVC: 30.16
V
T A
E
V
A
E
V
PVI STA: 4+70.00
PVI ELEV: 989.60
K: 100.63
LVC: 50.00
A
E
V
A
E
V
PVI STA: 2+41.54
PVI ELEV: 981.99
K: 80.71
LVC: 100.00
A
E
V
A
E
V
PVI STA: 5+33.14
PVI ELEV: 995.91
K: 25.00
LVC: 50.00
A
E
V
A
E
V
50' PORTABLE BRIDGE ON
12" X 12" X 16' TIMBERS
GENERAL NOTES:
1. SEE SHEET 17 FOR BYPASS ROADWAY TYPICAL DETAILS.
2. APPROX QUANTITY OF BORROW MATERIAL NEEDED = 485 CY. INCIDENTAL TO PAY ITEM 63501
TEMPORARY TRAFFIC CONTROL.
3. THE EXISTING PORTABLE BRIDGE ONSITE SHALL BE RELOCATED TO BYPASS LOCATION.
4. FURNISH TIMBER SILLS 12" X 12" X 16' - 3 EACH SIDE, TYP.
5. UPON COMPLETION OF THE PROJECT, SUITABLE EMBANKMENT MATERIAL & AGGREGATE SURFACING
SHALL BE PLACED & COMPACTED IN THE EXISTING ROADWAY ADJACENT TO THE SITE AS DIRECTED BY
THE CO. UNSUITABLE MATERIAL SHALL BE REMOVED & THE SITE RETURNED TO EXISTING CONDITION.
6. THE PORTABLE BRIDGE & TIMBER SILLS SHALL BE DELIVERED TO THE MARLINTON WORKCENTER UPON
COMPLETION OF THE PROJECT.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 BYPASS PROFILE
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-02 06 27
Feet
0 40 80
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E V
A T
I O
N
F
E E
T
OFFSET (FEET)
1+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
2+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
3+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
3+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
5+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
5+50.00
0 10 20 30 400-10-20-30-40
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
PORTABLE
BRIDGE
EXISTING
GROUND
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 BYPASS CROSS
SECTIONS
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-03 07 27
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X
X
X
X
X
X
X
STREAM WORK LIMITS
L
C
APPROXIMATE LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9959.90 E 99809.20 - N9947.67 E99956.44
SEE SHEET 21 FOR DETAILS
PROPERTY LINE
FS ROW
38'-0" X 10'-8 1/8" X 35'-10 1/2"
PRECAST CONCRETE ARCH
CONSPAN O 638 - SEE SHEET
9 FOR STRUCTURE COORDINATES
CLASS 2 RIPRAP
E L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
MP 0.1 PROFILE
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+67
.5
2.5 2%
.0
S T
B
E G
M
P
E
S T
A
E
M
P
E L
PVI STA: 3+60.00
PVI ELEV: 988.41
K: 35.85
LVC: 110.00
A
E
V
A
E
V
PVI STA: 4+60.00
PVI ELEV: 994.00
K: 58.92
LVC: 70.00
A
E
V
A
E
V
PVI STA: 2+30.00
PVI ELEV: 985.13
K: 30.06
LVC: 105.00
A
E
V
A
E
V
STA 2+09
ELEV 977.08
1 4
MP 0.1
NUMBER
L5
C4
L6
STATION
0+00.0
PC 0+57.2
PI 1+71.2
PT 2+46.6
2+46.6
NORTHING
10179.0
10122.1
10000.9
EASTING
99563.0
99568.7
99693.9
RADIUS
135.08
DELTA
80-18-26
TANGENT
LENGTH
57.25
189.34
320.11
BEARING
S5° 45' 59.48"E
S45° 55' 12.70"E
S86° 04' 25.93"E
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 ROAD PLAN &
PROFILE
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-04 08 27
Feet
0 20 40
STREAM SIMULATION
MATERIAL
PRECAST CONCRETE
WINGWALLS
Feet
0 40 80
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STREAM WORK LIMITS
L
L
C
INSTALL 71" X 47" X 40'
CMP ARCH CULVERT
APPROXIMATE LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9959.90 E 99809.20 - N9947.67 E99956.44
SEE SHEET 21 FOR DETAILS
PROPERTY LINE
TEMPORARY EASEMENT
FS ROW
38'-0" X 10'-8 1/8" X 35'-10 1/2"
PRECAST CONCRETE ARCH
CONSPAN O 638 - SEE SHEET
9 FOR STRUCTURE COORDINATES
CLASS 2 RIPRAP
RESIDENCE
INSTALL 71" X 47" X 40'
CMP ARCH CULVERT
RELIEF CULVERTS
POINT #
NORTHING
9977.32
10026.92
10026.47
10058.39
EASTING
99648.40
99654.89
99600.42
99576.31
ELEVATION
979.19
976.02
980.00
980.80
DESCRIPTION
INLET INVERT
OUTLET INVERT
OUTLET INVERT
INLET INVERT
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 STREAM PLAN
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-05 09 27
Feet
0 15 30
STRUCTURE POINTS
POINT #
NORTHING
9977.52
9979.17
10013.36
10015.00
EASTING
99778.47
99742.51
99780.11
99744.15
DESCRIPTION
INLET RIGHT
INLET LEFT
OUTLET RIGHT
OUTLET LEFT
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STATION (FEET)
MP 0.1 STREAM SIMULATION PROFILE
2+35 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+43
-6.24%
0.96%
-3.28%
-6 .2
2.37%
S T
B
E G
W
O R
K
E
G R
A D
E
B
R E
K
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
S T
A
E
W
R
K
E L
100' TEMP
EASEMENT
67' TEMP
EASEMENT
EXISTING ROW
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
5+15.00
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
4+25.00
0 10 20 30 40 500-10-20-30-40-50
E L E
V A
T I O
N
F
E E
T
OFFSET (FEET)
4+00.00
0 10 20 30 40 500-10-20-30-40-50
EXISTING
FINISHED
GRADE
EXISTING
FINISHED
GRADE
EXISTING
FINISHED
GRADE
STREAM CROSS SECTIONS
STATION (FEET)
MP 0.1 STRUCTURE PROFILE
2+35 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+43
STA 4+55
ELEV 970.89 STA 4+92
ELEV 969.70
CL = ROAD STA 3+14.2
100' TEMP
EASEMENT
67' TEMP
EASEMENT
STA 4+55
ELEV 980.47
STA 4+92
ELEV 979.28
EXISTING ROW
STA 4+55
ELEV 984.06
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 STREAM
PROFILES
05/30/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
L.DIFIORE
C-06 10 27
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BYPASS LOCATION
RESIDENCE
EX. STOP SIGN
DO NOT DISTURB
EX. SPEED LIMIT
REMOVE & RESET
EX. ROUTE MARKER
REMOVE & RESET
EX. WEIGHT RESTRICTION
REMOVE & DISPOSE
EX. WEIGHT RESTRICTION
REMOVE & DISPOSE
EX. WINDING ROAD
REMOVE & RESET
NEW LOCATION
WINDING ROAD
'-3
50' T E
R M
IN
A
L
" T
E R
M
IN
A L
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.1 GUARDRAIL &
SIGN PLAN
02/01/2020
DIFIORE/GOMEZ
DIFIORE/GOMEZ C-07
11 27
Feet
0 20 40
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CONTROL POINTS
POINT #
NORTHING
10000.00
10021.69
10126.54
10126.55
10000.00
9926.66
EASTING
100000.00
99943.49
99868.93
99868.92
100000.00
99688.82
ELEVATION
1000.01
1003.34
1009.55
1009.54
999.98
1018.77
DESCRIPTION
REBAR
REBAR
REBAR
REBAR
REBAR
HUB
EXISTING 18" CMP - REMOVE &
DISPOSE. SEE BYPASS DETAILS FOR
NEW STRUCTURE
EXISTING STRUCTURE
96" X 60" CMP ARCH
REMOVE & DISPOSE
EXISTING DRIVEWAY
ABANDON IN PLACE
L
C
C
FS ROW
FS BOUNDARY
TEMP.
EASEMENT
19'-0" SPAN X 8'-5 1/8" RISE X 24'
PRECAST CONCRETE ARCH -
CONSPAN 0119 W/PRECAST CONC
HEADWALLS & WINGWALLS
CLASS 2
RIPRAP
X
X
X
X
X
APPROX. LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9853.62 E 100065.20 - N 9928.89 E 99999.36
SEE SHEET 21 FOR DETAILS
T Y
P
R
M
I
N
A
L
R
M
I
N
A
L
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 SITE PLAN
06/22/2019
L.DIFIORE
L. DIFIORE
C.GOMEZ
S-02 12 27
Feet
0 20 40
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 BYPASS ROAD
PLAN & PROFILE
06/22/2019
L.DIFIORE
L. DIFIORE C-08
13 27
Feet
0 20 40
Feet
0 40 80
6+47
6+00
STREAM WORK EXTENTS
EXISTING DRIVEWAY
ABANDON IN PLACE
L
L
L
L
L
C
C
C
C
BYPASS EXTENTS
INSTALL TEMPORARY
95" X 67" X 40' CMP ARCH
UPON COMPLETION OF THE
PROJECT REMOVE & DELIVER
TO MARLINTON WORKCENTER
INSTALL 18" X 56' HDPE DUAL WALL
PIPE. 20' SECTION THROUGH BYPASS
SHALL BE REMOVED & DISPOSED OF
UPON COMPLETION OF THE PROJECT
FS BOUNDARY
TEMP.
EASEMENT
X
X
X
X
X
APPROX. LOCATION OF NEW FENCE
T Y
P
R
M
I
N
A
L
R
M
I
N
A
L
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
MP 0.5 BYPASS PROFILE
VERTICAL EXAGGERATION: 2:1
3+35 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+40
.9
0.00%
-2.71%
S T
S T
A
E L
PVI STA: 4+52.79
PVI ELEV: 1003.58
K: 20.98
LVC: 125.00
A
E
V
A
E
V
PVI STA: 6+22.79
PVI ELEV: 1003.58
K: 36.85
LVC: 100.00
A
E
V
A
E
V
STA 4+44
ELEV 1000.23
STA 5+40
ELEV 995.95
BYPASS STRUCTURE
POINT #
NORTHING
9952.16
9977.09
10053.17
10073.04
10041.32
EASTING
99950.20
99981.48
99920.30
99949.35
99903.20
ELEVATION
997.65
994.47
999.48
997.65
1001.96
DESCRIPTION
CMPA_INLET
CMPA_OUTLET
RELIEF CULVERT INLET
RELIEF CULVERT OUTLET
BYPASS RELIEF CULVERT INLET
FR251 @ CF-MP0.5_BYPASS
NUMBER
L4
C3
L5
C4
L6
C5
L7
C6
L8
STATION
3+74.4
PC 3+98.6
PI 4+12.4
PT 4+25.6
4+25.6
PC 4+44.2
PI 4+59.5
PT 4+73.9
4+73.9
PC 5+92.4
PI 6+06.5
PT 6+19.9
6+19.9
PC 6+76.1
PI 6+88.5
PT 7+00.3
7+00.3
NORTHING
10112.9
10092.8
10067.6
10048.9
10021.5
9926.9
9910.6
9890.0
9876.1
EASTING
99891.6
99905.2
99913.6
99914.6
99924.7
99996.2
100017.8
100070.1
100089.7
RADIUS
50.00
50.00
50.00
50.00
DELTA
30-53-52
34-01-51
31-25-13
27-46-54
TANGENT
LENGTH
24.18
26.96
18.64
29.70
118.53
27.42
56.23
24.24
39.90
BEARING
S33° 58' 31.04"E
S18° 31' 34.94"E
N3° 04' 38.84"W
S20° 05' 34.36"E
S37° 06' 29.87"E
S52° 49' 06.47"E
S68° 31' 43.07"E
S54° 38' 15.88"E
S40° 44' 48.69"E
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 BYPASS ROAD
CROSS SECTIONS
06/22/2019
L.DIFIORE
L. DIFIORE C-09
14 27
Feet
0 10 20
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
4+50.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
5+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
6+00.00
0 10 20 30 400-10-20-30-40
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
6+50.00
0 10 20 30 400-10-20-30-40
EXISTING
GROUND
E L
E V
A T
I O
N
F
E E
T
OFFSET (FEET)
7+00.00
0 10 20 30 400-10-20-30-40
FINISHED
GRADE
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
FINISHED
GRADE
EXISTING
GROUND
FS 251
EXISTING
GROUND
FS 251
EXISTING
GROUND
FINISHED
GRADE
EXISTING
GROUND
FINISHED
GRADE
FS 251
FS 251
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EXISTING DRIVEWAY
ABANDON IN PLACE
L
C
INSTALL 18" X 36' CMP
SEE SHEET 12 FOR
BYPASS EXTENSION
FS BOUNDARY
TEMP.
EASEMENT
CLASS 2
RIPRAP
X
X
X
X
X
APPROX. LOCATION OF NEW FENCE
AS STAKED BY F.S.
N 9853.62 E 100065.20 - N 9928.89 E 99999.36
T Y
P
R
M
I
N
A
L
R
M
I
N
A
L
E L E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
MP 0.5 PROFILE
VERTICAL EXAGGERATION: 2:1
3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50
ROAD ASSEMBLY
-4 .8
-0.42%
-0.58%
S T
E
S T
A
E L
PVI STA: 5+17.56
PVI ELEV: 1001.30
K: 27.17
LVC: 120.00
A
E
V
A
E
V
PVI STA: 7+02.69
PVI ELEV: 1000.51
K: 326.17
LVC: 50.00
A
E
V
A
E
V
1 4
NEW STRUCTURES POINTS
POINT #
NORTHING
10053.17
10073.04
9986.56
9970.83
9984.28
10000.01
EASTING
99920.30
99949.35
99979.60
99990.26
100010.13
99999.48
ELEVATION
999.48
997.65
989.92
989.92
988.77
988.77
DESCRIPTION
RELIEF CULVERT INLET
RELIEF CULVERT OUTLET
STRUCTURE INLET LEFT
STRUCTURE INLET RIGHT
STRUCTURE OUTLET RIGHT
STRUCTURE OUTLET LEFT
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 ROAD PLAN &
PROFILE
06/22/2019
L.DIFIORE
DIFIORE/GOMEZ C-10
15 27
Feet
0 20 40
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6+47
6+00
STREAM WORK EXTENTS
EXISTING DRIVEWAY
ABANDON IN PLACE
CLASS 2
RIPRAP
X
X
X
X
X
X
T Y
P
R
M
I
N
A
L
R
M
I
N
A
L
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 STREAM PLAN
06/22/2019
L.DIFIORE
DIFIORE/GOMEZ C-11
16 27
Feet
0 10 20
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E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
MP 0.5 STREAM SIMULATION PROFILE
4+35 4+50 5+00 5+50 6+00 6+47
S T
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
G R
A D
E
B
R E
E
EXISTING
GROUND
FINISHED STREAM GRADE
EXISTING CHANNEL
EXISTING
CMP
E L
E V
A T
I O
N
F
E E
T
E L
E V
A T
I O
N
F
E E
T
STATION (FEET)
MP 0.5 STRUCTURE PROFILE
4+35 4+50 5+00 5+50 6+00 6+47
STA 5+36
ELEV 989.92
STA 5+60
ELEV 988.77
FINISHED STREAM SIMULATION GRADE
FINISHED ROAD TEMPLATE
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
S T
A
E L
E V
0.90%
2.72%
2.66%
2.62%
-0.08%
S T
A
T O
P
E
L E
V
M A
T C
H
T
O
E X
I S
T I N
G
G
R A
D E
S T
A
T O
P
E
L E
V
S T
E P
S T
A
T O
P
E
L E
V
S T
E P
S T
A
T O
P
E
L E
V
S T
E P
S T
A
T O
P
E
L E
V
S T
E P
S T
A
T
E
X I S
T I N
G
G R
A D
E
C
O N
T R
O L
STREAM SIMULATION LAYOUT
NTS
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 STREAM PROFILE
06/22/2019
L.DIFIORE
DIFIORE/GOMEZ C-12
17 27
SEE SHEET 19 FOR STREAM SIMULATION
DETAILS.
STREAM
CENTERLINE
STA ELEV
4+87.48 997.1300
5+00.44 997.2400
5+01.43 998.7900
5+19.70 996.2900
5+20.54 994.8300
5+39.31 995.3300
5+40.31 993.8800
5+59.31 994.3800
5+60.31 992.9300
5+79.30 994.3800
5+80.30 991.9700
5+98.79 992.4800
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FS BOUNDARY
R
M
I
N
A
L
R
M
I
N
A
L
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R09
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
MP 0.5 GUARDRAIL &
SIGN PLAN
02/01/2020
L.DIFIORE
L. DIFIORE
C.GOMEZ
C-13 18 27
Feet
0 15 30
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R9
EASTER REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
CROOKED FORK ROAD
AND FOUNDATION
DETAILS
6/13/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-14 19 27
AutoCAD SHX Text
TYPICAL BYPASS ROAD SURFACING CROSS SECTION NTS
AutoCAD SHX Text
SIDE SLOPE OF 2H:1V MAX
AutoCAD SHX Text
CROWN WITH 2% SLOPE
AutoCAD SHX Text
6" COMPACTED AGGREGATE, CLASS 1
AutoCAD SHX Text
FOUNDATION DETAIL (TYP.) N.T.S.
AutoCAD SHX Text
STREAM SIMULATION SEE SHEET 21
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BANKS SEE SHEET 21
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STRUCTURAL BACKFILL SEE SHEET 20
AutoCAD SHX Text
CONTECH EXPRESS PRECAST FOOTINGS
AutoCAD SHX Text FOUNDATION NOTES: 1. FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE FOUNDATION DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR IN COORDINATION WITH THE STRUCTURE MANUFACTURER FOR PROPER SIZING AND FIT. THE FOUNDATIONS DESIGN SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER AND SHALL BE SUBMITTED TO THE CO FOR APPROVAL. 2. THE DESIGN TO BE IN ACCORDANCE WITH AASHTO LRFD THE DESIGN TO BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 8TH EDITION FOR HL-93 LOADING. 3. FOR INFORMATION ON CHANNEL DIVERSION DURING FOR INFORMATION ON CHANNEL DIVERSION DURING CONSTRUCTION, SEE SPECIAL CONTRACT REQUIREMENT 208. 4. OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL OVER-EXCAVATION AND REPLACEMENT WITH FOUNDATION FILL MAY BE REQUIRED PER STANDARD AND SPECIAL CONTRACT REQUIREMENT SECTION 208.08(d). 5. FOUNDATION SHALL BE APPROVED BY THE CO. REFER TO FOUNDATION SHALL BE APPROVED BY THE CO. REFER TO SPECIAL CONTRACT REQUIREMENT 208. GEOTEXTILE MAY BE USED AS APPROVED BY THE CO. PLACE 6"THICK GRANULAR FILL WITH SEPARATION GEOTEXTILE UNDER FOUNDATION. DETAILS SUBJECT TO CHANGE AS PER MANUFACTURER'S RECOMMENDATIONS. 6. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE DISPOSED OF IN LOCATIONS APPROVED BY THE CO.
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6" THICKNESS COMPACTED AGGREGATE , CLASS 1
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BACKFILL OVER STRUCTURE
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TOP OF STRUCTURE
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TYPICAL ROAD SURFACING CROSS SECTION NTS
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2% CROWN
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R9
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
CROOKED FORK
EXCAVATION DETAILS
6/13/2019
DIFIORE/GOMEZ
C.GOMEZ
X.XXX
C-15 20 27
AutoCAD SHX Text
ROADWAY SURFACE
AutoCAD SHX Text LEGEND: STRUCTURAL EXCAVATION (PAY ITEM 20801) STRUCTURAL BACKFILL (PAY ITEM 20803) FOUNDATION FILL (INCIDENTAL TO 63501)
AutoCAD SHX Text
TYPICAL EARTHWORK CROSS SECTION N.T.S.
AutoCAD SHX Text
TYPICAL CULVERT CROSS SECTION N.T.S.
AutoCAD SHX Text STRUCTURAL EXCAVATION NOTES 1. COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 COMPLETE STRUCTURE EXCAVATION IN ACCORDANCE WITH FP-14 SECTION 209. 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION SUPPORT AND COMPLIANCE WITH ALL APPLICABLE OSHA REGULATIONS. 3. USE GEOTECHNICAL REPORT TO DETERMINE EXCAVATION LIMITS. USE GEOTECHNICAL REPORT TO DETERMINE EXCAVATION LIMITS. EXCAVATION LIMITS SHOWN SHALL COMPLY WITH OSHA SLOPING AND BENCHING REQUIREMENTS. 4. CLEAR AREA OF VEGETATION AND OBSTRUCTIONS PRIOR TO CLEAR AREA OF VEGETATION AND OBSTRUCTIONS PRIOR TO EXCAVATION. 5. CONSERVE ALL SUITABLE MATERIAL FOR STRUCTURAL BACKFILL AND CONSERVE ALL SUITABLE MATERIAL FOR STRUCTURAL BACKFILL AND OTHER BACKFILL PURPOSES. 6. DO NOT STOCKPILE EXCAVATED MATERIAL OR ALLOW CONSTRUCTION DO NOT STOCKPILE EXCAVATED MATERIAL OR ALLOW CONSTRUCTION EQUIPMENT CLOSER THAN 2 FEET FROM THE EDGE OF ANY EXCAVATIONS. STRUCTURAL BACKFILL NOTES 1. PLACE STRUCTURAL BACKFILL IN ACCORDANCE WITH FP-14 SECTION PLACE STRUCTURAL BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.09, WITH MATERIAL MEETING THE REQUIREMENTS OF SECTION 704.03, BACKFILL. 2. PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN COMPACTED THICKNESS. 3. PLACE STRUCTURAL BACKFILL LAYERS EVENLY ON ALL SIDES OF PLACE STRUCTURAL BACKFILL LAYERS EVENLY ON ALL SIDES OF THE STRUCTURE AS APPROPRIATE. EXTEND EACH LAYER TO THE LIMITS OF THE EXCAVATION OR TO NATURAL GROUND. 4. STRUCTURAL BACKFILL SHALL BE SCREENED TO REMOVE ALL STRUCTURAL BACKFILL SHALL BE SCREENED TO REMOVE ALL PARTICLES LARGER THAN 3 INCHES, OR UTILIZED COMMERCIALLY-IMPORTED MATERIAL COMPRISING OF 3 INCH MINUS MATERIAL. 5. BACKFILL LIMITS SHOWN ON THIS SHEET ARE THE MINIMUM BACKFILL LIMITS SHOWN ON THIS SHEET ARE THE MINIMUM REQUIREMENTS. 6. ANY BACKFILL OUTSIDE THE LIMITS SHOWN IS CONSIDERED ANY BACKFILL OUTSIDE THE LIMITS SHOWN IS CONSIDERED EMBANKMENT AND SHALL MEET THE REQUIREMENTS FOR EMBANKMENT CONSTRUCTION. 7. IT IS ASSUMED THAT THE MATERIAL FROM STRUCTURAL EXCAVATION IT IS ASSUMED THAT THE MATERIAL FROM STRUCTURAL EXCAVATION AT THIS SITE WILL MEET THE REQUIREMENTS FOR BACKFILL. MATERIAL SCREENING TO OBTAIN THE MAXIMUM ALLOWABLE PARTICLE SIZE IS REQUIRED. 8. COMPACT BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.10 COMPACT BACKFILL IN ACCORDANCE WITH FP-14 SECTION 209.10 (AASHTO T99, METHOD C AND AASHTO T310) AND SUBMIT TEST RESULTS TO THE CONTRACTING OFFICER.
AutoCAD SHX Text
TYPICAL FOUNDATION DETAIL SEE SHEET 19
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PLACED STREAMBED CHANNEL ROCK, PLACEMENT METHOD A SEE STREAM SIMULATION DETAILS
AutoCAD SHX Text
PLACED STREAMBED SIMULATION ROCK SEE STREAM SIMULATION DETAILS
AutoCAD SHX Text
PROPOSED 3 SIDED RIGID FRAME STRUCTURE, CONSPAN O-SERIES
AutoCAD SHX Text
AGGREGATE SURFACE COURSE 6 INCHES DEPTH, WVDOT CLASS 1, COMPACTION METHOD 5
AutoCAD SHX Text
CONTECH EXPRESS FOUNDATION
AutoCAD SHX Text
EXISTING STRUCTURE REMOVE AND DISPOSE
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LIMITS OF EXCAVATION (TYP.)
AutoCAD SHX Text STRUCTURAL BACKFILL - FOLLOW MANUFACTURER'S RECOMMENDATIONS ON SOIL TYPE & DISTANCES MINIMUM REQUIREMENTS.
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SEE NOTE NO.1 - STRUCTURAL EXCAVATION NOTES
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R9
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
STREAM SIMULATION
LAYOUT
6/13/2019
L.DIFIORE
C.GOMEZ
X.XXX
C-16 21 27
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AutoCAD SHX Text CROOKED FORK MP 0.1 REFERENCE REACH: 450 FT ABOVE CROSSING GRAVEL/COBBLE BED APPROX. 40% EMBEDDED RIFFLE SEQUENCE
AutoCAD SHX Text CROOKED FORK MP 0.5 REFERENCE REACH: 300 FT ABOVE CROSSING GRAVEL/COBBLE BED APPROX. 50% EMBEDDED STEP-POOL SEQUENCE
STREAM SIMULATION NOTES: 1. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR MATTER TO PROVIDE FOR LOW FLOW AQUATIC PASSAGE. STREAMBED FINISHED GRADE SHALL BE PLACED IN AN IRREGULAR MATTER TO PROVIDE FOR LOW FLOW AQUATIC PASSAGE. 2. CHANNEL ROCK CLUSTERS SHALL PROTRUDE RANDOMLY ABOVE THE STREAM BED, AT 1 TO 6 INCHES. CHANNEL ROCK CLUSTERS SHALL PROTRUDE RANDOMLY ABOVE THE STREAM BED, AT 1 TO 6 INCHES. 3. ROCK SPANNING RIBS/STEP LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. ROCK SPANNING RIBS/STEP LOCATIONS SHALL BE STAKED IN THE FIELD AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION. 4. CHANNEL ROUGHNESS BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE CONTRACTING OFFICER. CHANNEL ROUGHNESS BOULDERS SHALL BE PLACED AT THE DIRECTION OF THE CONTRACTING OFFICER. 5. SUITABLE EXCAVATED MATERIAL USED FOR THE STREAM BOTTOM SHALL MEET THE GRADATION REQUIREMENTS, AS SHOWN ON THE DRAWINGS OR AS APPROVED SUITABLE EXCAVATED MATERIAL USED FOR THE STREAM BOTTOM SHALL MEET THE GRADATION REQUIREMENTS, AS SHOWN ON THE DRAWINGS OR AS APPROVED BY THE CONTRACTING OFFICER. 6. WHEN SUITABLE EXCAVATED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL SOURCE A MATERIAL MEETING THE SPECIFICATIONS FOR THE GRADATION OF WHEN SUITABLE EXCAVATED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL SOURCE A MATERIAL MEETING THE SPECIFICATIONS FOR THE GRADATION OF THE STREAMBED SIMULATION ROCK TABLE SHOWN IN THE DRAWINGS. 7. VARY DIRECTION AND SHAPE OF THE GRADE CONTROL STRUCTURES. ANGLE SLIGHTLY AND CHANGE ORIENTATION. STEPS/RIBS STRAIGHT ACROSS THE CHANNEL VARY DIRECTION AND SHAPE OF THE GRADE CONTROL STRUCTURES. ANGLE SLIGHTLY AND CHANGE ORIENTATION. STEPS/RIBS STRAIGHT ACROSS THE CHANNEL ARE NOT DESIRABLE 8. STEP/RIB PLACEMENT IS +OR- 1FT FROM DESIGNATED STATION STEP/RIB PLACEMENT IS +OR- 1FT FROM DESIGNATED STATION 9. BANKFUL WIDTH IS 34 FT FOR MP 0.1 AND 17FT FOR MP 0.5 (+OR-0.5FT) BANKFUL WIDTH IS 34 FT FOR MP 0.1 AND 17FT FOR MP 0.5 (+OR-0.5FT) 10. BANKS OUTSIDE OF STRUCTURE WILL TRANSITION WIDTH AND BLEND AT THE DESIGNATED STATIONBANKS OUTSIDE OF STRUCTURE WILL TRANSITION WIDTH AND BLEND AT THE DESIGNATED STATION
VARIES
16' - 18'
AVE = 17'
1.5' TYP
TABLE 6.4 - STREAM SIMULATION MATERIAL
TABLE 6.5 - CHANNEL ROCK MATERIAL
TABLE 6.6 - KEY PIECES
TABLE 6.1 - STREAM SIMULATION MATERIAL
TABLE 6.2 - CHANNEL ROCK MATERIAL
TABLE 6.3 - KEY PIECES
VARIES
36' MAX TAPERING TO 34'
AT POOL APPROACH
2'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
R9
EASTERN REGION
CROOKED FORK
CULVERT
REPLACEMENT S
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
STREAM SIMULATION
DETAILS
6/13/2019
DIFIORE/GOMEZ
DIFIORE/GOMEZ
X.XXX
C-17 22 27
AutoCAD SHX Text
%%UDESIGN POOL CROSS SECTION
AutoCAD SHX Text GENERAL NOTES: 1. SORT & PLACE BOULDERS ALONG BANK LINES AS SHOWN IN DETAILS. FILL ALL VOIDS WITH BED CLASS STREAM SIMULATION MATERIAL. SORT & PLACE BOULDERS ALONG BANK LINES AS SHOWN IN DETAILS. FILL ALL VOIDS WITH BED CLASS STREAM SIMULATION MATERIAL. 2. UTILIZE ONSITE MATERIAL FOR STREAM SIMULATION ROCK IF APPROPRIATE. UTILIZE ONSITE MATERIAL FOR STREAM SIMULATION ROCK IF APPROPRIATE. 3. UTILIZE ONSITE ROCK FOR CHANNEL ROCK BEFORE HAULING IN ADDITIONAL ROCK. ADDITIONAL CHANNEL ROCK SHALL BE SIMILAR IN COLOR & TEXTURE AS NATIVE MATERIALS. UTILIZE ONSITE ROCK FOR CHANNEL ROCK BEFORE HAULING IN ADDITIONAL ROCK. ADDITIONAL CHANNEL ROCK SHALL BE SIMILAR IN COLOR & TEXTURE AS NATIVE MATERIALS. 4. WHEN CHANNEL ROCK ARE USED IN CHANNEL, EMBED 50 - 75% TO CREATE POCKET POOLS. WHEN CHANNEL ROCK ARE USED IN CHANNEL, EMBED 50 - 75% TO CREATE POCKET POOLS. 5. BOULDERS MAY BE USED IN ADDITION TO CHANNEL ROCK TO CONSTRUCT BANKS. BOULDERS MAY BE USED IN ADDITION TO CHANNEL ROCK TO CONSTRUCT BANKS. 6. RIFFLES TYPICALLY NARROW & STEEPEN AT THE DOWNSTREAM SECTION.
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