REVISED 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 document package includes construction drawings and specifications for a federal forest service road culvert replacement project. The project involves replacing two culverts along FS Route 251 in the Monongahela National Forest in West Virginia. Work will include clearing and grubbing, excavation, installation of two precast concrete arch culverts, backfilling, installation of riprap and guardrails, seeding and mulching. The larger culvert at milepost 0.5 is a 19-foot span arch, while the culvert at milepost 0.1 requires a temporary bypass road and bridge during construction. Bidders should follow all specifications for erosion control, traffic control, protection of natural and cultural resources, and other requirements provided. The soliciting agency is the USDA Forest Service Eastern Region.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 1.pdf | ||
| Attachment 8.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 2.pdf | ||
| 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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NICOLET
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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
GENERAL NOTES: SUMMARY OF QUANTITIES: CROOKED FORK MP 0.1
SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ITEM NUMBER DESCRIPTION
ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP 14 - US CUSTOMARY UNITS) AS MODIFIED FOR THIS 15101 MOBILIZATION
CONTRACT IN THE SUPPLEMENTAL SPECIFICATIONS. 15201 CONSTRUCTION SURVEYING & STAKING, METHOD 1
15401 CONTRACTOR TESTING
GEOTECHNICAL REPORT: A GEOTECHNICAL REPORT IS INCLUDED WITH THE SOLICITATION. 15713 SOIL EROSION & POLLUTION CONTROL, INCLUDING DEWATERING
20101 CLEARING & GRUBBING
UTILITIES: THE CONTRACTOR IS RESPONSIBLE FOR REQUESTING A UTILITY LOCATE. A CERTIFICATE OF COMPLETION 20301 REMOVAL OF STRUCTURES & OBSTRUCTIONS
SHALL BE PROVIDED TO THE CO. NOTE: LOCATE EX. SEPTIC FIELD AT RESIDENCE AT MP 0.1. 20402 ROADWAY EXCAVATION & EMBANKMENT, COMPACTION
PLACEMENT METHOD 2
IN-STREAM WORK WINDOW : JUNE 1 TO SEPTEMBER 15 20420 EM BAN KMENT CONSTRUCTION, COM PA CTI ON PLACEMENT
METHOD 2
20450 CHANNEL EXCAVATION
HOURS OF OPERATION : 0600 - 1800 M-F, NO FED HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO. 20801 STRUCTURE EXCAVATION
20803 STRUCTURAL BACKFILL, CRUSHED AGGREGATE, WVDOH CLASS 3,
NOXIOUS WEED CONTROL : ALL CONSTRUCTION EQUIPMENT SHALL BE CLEANED & POWER WASHED & FREE OF DIRT & COMPACTION METHOD 1
DEBRIS PRIOR TO ENTRY ON NATIONAL FOREST. CONTRACTOR SHALL SCHEDULE EQUIPMENT INSPECTION W/CO PRIOR 25102 PLACED RIP RAP, CLASS 2 (INCLUDES GEOTEXTILE FABRIC)
TO MOBILIZATION TO FOREST SERVICE LANDS. 30116 AGGREGATE SURFACE COURSE, WV DOH CLASS 1, COMPACTION
METHODB
60201 71" SPAN X47" RISE PIPE CM P ARCH, 8 GA. ARCHEOLOGICAL SITES : SHOULD ARCHEOLOGICAL OR PALEONTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, 60305 38'-0" SPAN X 10'-8-1/8" RISE X 35'-10-1/2" LONG PRECAST
SUSPEND OPERATIONS AT THE DISCOVERY SITE AND NOTIFY THE CO. CONCRETE ARCH W/HEADWALLS & EXPRESS FOUNDATION, CONSPAN l/0638
TRAFFIC CONTROL : AT MP 0.1 THE EXISTING 50 FT PORTABLE BRIDGE ONSITE SHALL BE USED TO PROVIDE A 61701 GUARDRAIL SYSTEM, STEEL TYPE TL-2
TEMPORARY BYPASS. UPON COMPLETION OF THE PROJECT THE TEMPORARY BRIDGE (MP 0.1) & CMP ARCH & SURPLUS 61703A TERMINAL SECTION, TANGENT END
18" CMP (MP 0.5) SHALL BE REMOVED, DELIVERED & UNLOADED AT THE MARLINTON RANGER DISTRICT WORKCENTER. THE 61901 FENCE, WOVEN WIRE (HIGH TENSILE) 1348-12
TEMP. ROAD SHALL BE REMOVED & SLOPES RE-ESTABLISHED. 62552 NATIVE SEEDING & MULCHING, DRY METHOD
63307 OBJECT MARKERS
DELAY OF TRAFFIC: ROAD SHALL BE OPEN TO TRAFFIC 24/7 WITH A MAXIMUM DELAY OF 15 MINUTES. SPECIAL 63309 REMOVE & RESET SIGNS
CONSIDERATION SHALL BE GIVEN TO EMERGENCY VEHICLE. 63501 TEMPORARYTRAFFIC CONTROL, INCLUDING INSTALLATION &
REMOVAL
SALVAGE : ALL EXCESS MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE DIRECTED 64801
PLACED STREAM SIMULATION ROCK, BED CLASS CF-0.1, METHOD A
BY THE CO, & SHALL BE REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE & LOCAL 64803A PLACED CHANNEL ROCK, CLASS 4 , METHOD A OR C
LAWS.
SUMMARY OF QUANTITIES: CROOKED FORK MP 0.5
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. ITEM NUMBER DESCRIPTION
15101 MOBILIZATION DEWATERING: COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS.
15201
DEWATERING PLAN MUST BE SUBMITTED 15 DAYS IN ADVANCE OF CONSTRUCTION. PUMP TURBID WATER INTO CONSTRUCTION SURVEYING & STAKING, METHOD 1
15401
SEDIMENT BAGS. PROVIDE A MINIMUM OF 3 BAGS, 15' x 15'. DISPOSE OF BAGS AT END OF CONSTRUCTION. CONTRACTOR TESTING
15713 SOIL EROSION & POLLUTION CONTROL
20101 CLEARING & GRUBBING SEDIMENT & EROSION CONTROL: COMPLY WITH WEST VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION 20301
REQUIREMENTS. EROSION CONTROL PLAN MUST BE SUBMITTED 30 DAYS IN ADVANCE OF CONSTRUCTION. REMOVAL OF STRUCTURES & OBSTRUCTIONS
20402 ROADWAY EXCAVATION & EMBANKMENT, COMPACTION PLACEMENT
METHOD 2
STAGING AREAS : STAGING AREAS SHALL BE APPROVED BY THE CO. 20450 CHANNEL EXCAVATION
20901 STRUCTURE EXCAVATION
CONTOURS: CONTOURS SHOWN ARE APPROXIMATE. IF THERE IS A DISCREPANCY BETWEEN THE ELEVATION SHOWN FOR 20903 STRUCTURAL BACKFILL, CRUSHED AGGREGATE, WVCDOH CLASS 3, A POINT & THE ADJACENT CONTOURS, THE POINT ELEVATION WILL BE CONSIDERED CORRECT. COMPACTION METHOD 1
25102 PLACED RIP RAP, CLASS 2 (INCLUDES GEOTEXTILE FABRIC)
30116 AGGREGATE SURFACE COURSE, WVDOH CLASS 1, COMPACTION CLEARING & GRUBBING: LIMITS OF CLEARING ARE 10' BEYOND EDGE OF WORK SHOWN. ALL TREES REMOVED FROM TEMP. METHOD B
EASEMENTS SHALL BE DISPOSED OF AS PER CO. LIMBS & OTHER SMALL MATERIALS NOT UTILIZABLE SHALL BE CHIPPED 60201 18" PIPE, HDPE DUAL WALL
OR REMOVED FROM THE PROJECT AREA. 60305 19'-0" SPAN X 8'-5 1/8" RISE X 24' LONG PRECAST CONCRETE ARCH
W/HEADWALLS, WINGWALLS & EXPRESS FOUNDATION, CONSPAN
#0119
EXCAVATION: THE CONTRACTOR MAY USE EXCESS EXCAVATION IF THE MATERIAL MEETS THE REQUIREMENTS OF THE 61701 GUARDRAIL SYSTEM, STEEL TYPE TL-2
APPLICABLE STANDARD AND SUPPLEMENTAL SPECIFICATIONS. ANY EXCESS AND UNSUITABLE EXCAVATION SHALL BE 61703B TERMINAL SECTION, FLARED END
REMOVED FROM NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. REMOVAL IS 61901 FENCE, WOVEN WIRE (HIGH TENSILE) 1348-12
INCIDENTAL TO 20801. 62552 NATIVE SEEDING & MULCHING, DRY METHOD
63307 OBJECT MARKERS
WOVEN WIRE FENCE: FENCE SHALL BE STAY TUFF BRAND, FIXED KNOT, 1348-12 FENCE OR AN APPROVED EQUAL. ALL 63501 TEMPORARY TRAFFIC CONTROL, INCLUDING INSTALLATION &
FENCE SHALL BE INSTALLED AS PER MANUFACTURER RECOMMENDATIONS WITH THE FOLLOWING EXCEPTIONS. CORNER REMOVAL OF CMP ARCH
POSTS AND BRACE POSTS SHALL BE 10" MINIMUM DIAMETER. ALL WOOD FENCE POSTS SHALL BE TREATED FOR GROUND 64801 PLACED STREAM SIMULATION ROCK, BED CLASS CF-0.5, METHOD A
CONTACT. POST SPACING SHALL B�UM. CONTRACTOR SHALL REATTACH EXISTING FENCE WIRE TO REINSTALLED 64803A PLACED CHANNEL ROCK, CLASS 4, METHOD A OR C
FENCE POSTS. EDITED 64803B PLACED CHANNEL ROCK, CLASS 7, METHOD A OR C
MM UNIT QUANTITY
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
CQ STA 4.40
AQ CY 200.00
- EDITED
LSQ LUMP SUM 1.00
CQ CY 910.00
AQ TON 850.00
AQ TON 50.00
AQ TON 225.00
-- EDITED
AQ FT 50.00 I- EDITED
LSQ LUMP SUM 1.00
AQ FT 37.50
AQ EACH 4.00
AQ FT - -- EDITED
CQ ACRE 0.35
AQ EACH 4.00
LSQ LS 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
METHOD
OF UNIT QUANTITY
MEASURE
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
CQ STA 3.70
LSQ LUMP SUM 1.00
CQ CY 340.00
AQ TON 240.00
AQ TON 20.00
AQ TON 170.00
AQ FT 36.00
LSQ LUMP SUM 1.00
AQ FT 60.50
AQ EACH 4.00
AQ FT 100.00
CQ ACRE 0.20
AQ EACH 4.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
LSQ LUMP SUM 1.00
USDA ◄�oREST SERv1c�\
� �u�s� iiillllll ��TOFA��
United States Department of Agriculture
Forest Service
R09
EASTERN REGION
PROJECT NAME
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON R.D.
DRAWING TITLE
GENERAL NOTES
DATE
JULY2019
ARCHIVE NO.
DESIGNER DWG SHEET NO.
DIFIORE/GOMEZ
DRAWN
DIFIORE/GOMEZ
CHECKED
xx
SHEET 03 OF 27
PROJECT NO.
AJT 05-21-2020
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
N 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
S
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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OFFSET (FEET)
1+50.00
0 10 20 30 400-10-20-30-40
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OFFSET (FEET)
2+00.00
0 10 20 30 400-10-20-30-40
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3+00.00
0 10 20 30 400-10-20-30-40
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3+50.00
0 10 20 30 400-10-20-30-40
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OFFSET (FEET)
4+00.00
0 10 20 30 400-10-20-30-40
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OFFSET (FEET)
4+50.00
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5+00.00
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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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2+35 2+50 3+00
2+35 2+50 3+00
EXISTING ,-----..=- 990 w w z -- - ----0 980 ----.
w FINISHED ...J 970 w GRADE -
I I
960 I
-50 -40 -30 -20
4+00.00
-10 0 10
OFFSET (FEET)
CJ::
z B w aJ � (X)
II a, <( II f--...J rnw
3+50
3+50
30 40 50
100' TEMP EXISTING ROW EASEMENT
N "' 0
+ + 0 "' st st + N + II II "'
� � II
II � rn rn � � � rn
<(-<( � rn W-W <( � O:: a,-0:: b w <(
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□ m_o a, w�
� II=� II □ (J) -�- -
--�- � II □ (J)
Cl uJ Cl ...J
.---//// /// //'� � .'.'., w Cl uJ ·7/ '//// "//// "////
/ / / / Cl w -.2-4%-, ~noo /// '//// //��/ '//// '/ '// ///// -3.283/c✓ / / / / ///).. -6.20%
4+00 4+50 5+00
STATION (FEET)
MP 0.1 STREAM SIMULATION PROFILE
100' TEMP EXISTING ROW EASEMENT
I
STA4+55�
ELEV984.06
i-- " "' il 14,Z
STA4+55-s:--,-.:
ELEV 980.47 ' /
,., ··- STA4+92 ., .,_ /1· •'···! -
/ .• .. ELEV979.28 ··•·. ' ... :.·· .·.•··· '- I
STA4+55 I
ELEV970.89 37.04' STA4+92
ELEV 969.70
I I
4+00 4+50 5+00
STATION (FEET}
MP 0.1 STRUCTURE PROFILE
4+25.00
1000 1000
EXISTING .=- 990 .=- 990
w w w \ w z z 0 980 ,..._ �- -- 0 980 - --
� ' V w FINISHED / w ...J 970 ...J 970 w GRADE _/ w
960 I 960 -50 -40 -30 -20 -10 0 10 20 30 40 50
OFFSET (FEET)
STREAM CROSS SECTIONS
67'TEMP
EASEMENT
CJ::
s:
z w
�t--: +"'
.m
<:( II_
f- ...J rn w
2.37''" --- ----
5+50
67' TEMP
EASEMENT
5+50
� I I
� EXISTING
� =FINISHED
�- GRADE
I
-50 -40 -30
-20
5+15.00
-10 0 10
OFFSET (FEET)
6+00
6+00
20 30 40
6+43
6+43
USDA .,;,f 1•
- - us iiiilll � �, 1�
�fNTOFAGRI�
United States Department of Agriculture
Forest Service
R09
EASTERN REGION
STAMPS, LOGOS, AND SEALS
NO. REVISION/ ISSUE DATE
PROJECT NAME
CROOKED FORK
CULVERT
REPLACEMENTS
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
DRAWING TITLE
MP 0.1 STREAM
PROFILES
DATE
I
ARCHIVE NO.
05/30/2019
DESIGNER
DIFIORE/GOMEZ
DRAWN
DIFIORE/GOMEZ
CHECKED
L.DIFIORE
PROJECT NO.
DRAWING SHEET NO.
C-06
SHEET 10 OF 27
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
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
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 I
O
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
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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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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
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TYPICAL BYPASS ROAD SURFACING CROSS SECTION NTS
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SIDE SLOPE OF 2H:1V MAX
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CROWN WITH 2% SLOPE
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6" COMPACTED AGGREGATE, CLASS 1
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FOUNDATION DETAIL (TYP.) N.T.S.
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STREAM SIMULATION SEE SHEET 21
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BANKS SEE SHEET 21
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STRUCTURAL BACKFILL SEE SHEET 20
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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
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ROADWAY SURFACE
AutoCAD SHX Text LEGEND: STRUCTURAL EXCAVATION (PAY ITEM 20801) STRUCTURAL BACKFILL (PAY ITEM 20803) FOUNDATION FILL (INCIDENTAL TO 63501)
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TYPICAL EARTHWORK CROSS SECTION N.T.S.
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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.
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TYPICAL FOUNDATION DETAIL SEE SHEET 19
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PLACED STREAMBED CHANNEL ROCK, PLACEMENT METHOD A SEE STREAM SIMULATION DETAILS
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PLACED STREAMBED SIMULATION ROCK SEE STREAM SIMULATION DETAILS
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PROPOSED 3 SIDED RIGID FRAME STRUCTURE, CONSPAN O-SERIES
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AGGREGATE SURFACE COURSE 6 INCHES DEPTH, WVDOT CLASS 1, COMPACTION METHOD 5
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CONTECH EXPRESS FOUNDATION
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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
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%%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. THE LOWER THIRD TYPICALLY CONSTRICTS TO 70-80% OF BANKFULL WIDTH & STEEPENS BY A FACTOR OR 1.5-3.0 RIFFLES TYPICALLY NARROW & STEEPEN AT THE DOWNSTREAM SECTION. THE LOWER THIRD TYPICALLY CONSTRICTS TO 70-80% OF BANKFULL WIDTH & STEEPENS BY A FACTOR OR 1.5-3.0 COMPARED TO THE UPPER GRADIENT.
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NO SCALE
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CONSTRUCT BANKS W/BOULDERS & CLASS 4 CHANNEL ROCK
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STREAM SIMULATION MATERIAL
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BED CLASS CF MP 0.5
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ESTIMATED QUANTITY: 56 CY
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PERCENT PASSING
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PARTICLE DIAMETER (IN)
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ROCK CLASS CF MP 0.5 CR - 4
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ESTIMATED QUANTITY: 15 CY
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 1350 - 2400
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ROCK CLASS CF MP 0.5 CR - 7
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ESTIMATED QUANTITY: 10 EA
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 5500 - 7900
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BED CLASS CF MP 0.1
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ESTIMATED QUANTITY: 100 CY
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PERCENT PASSING
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PARTICLE DIAMETER (IN)
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ROCK CLASS CF MP 0.1 CR - 4
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ESTIMATED QUANTITY: 25 CY
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 1350 - 2400
AutoCAD SHX Text 30 - 36
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ROCK CLASS CF MP 0.1 CR - 6
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ESTIMATED QUANTITY: 10 EA
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MASS (LB)
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APPROX. CUBIC DIMENSION (IN)
AutoCAD SHX Text 3700 - 5500
AutoCAD SHX Text 42 - 48
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STREAM SIMULATION MATERIAL
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CONSTRUCT BANKS W/BOULDERS & CLASS 4 CHANNEL ROCK
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%%UDESIGN RIFFLE CROSS SECTION
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NO SCALE
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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
REPLACEMENT S
MONONGAHELA
NATIONAL FOREST
MARLINTON RANGER DISTRICT
CROOKED FORK MISC.
DETAILS
6/13/2019
L. DIFIORE
L. DIFIORE
X.XXX
C-18 23 27
NO SCALE
TYPICAL CULVERT SECTION
ROADBED
SLOPE 4%
CAMBER
L
NO WINDROW CONSTRUCTION OR SLASH
PERMITTED IN STREAM CHANNELS OR AT
CULVERT OUTLETS.
CULVERT TO BED ON NATURAL GROUND
@ OUTLET
12" MIN. COVER OVER
CULVERT
SEEDING
WIDTH
12 FT MINIMUM WIDTH
SEEDING
WIDTH
C
CULVERT NOTES:
1. PIPE SHALL BE INSTALLED SO THE BOTTOM IS IN CONTACT WITH BEDDING
THROUGHOUT IT'S LENGTH.
2. FINAL INSTALLED ALIGNMENT SHALL BE SUCH THAT NO REVERSE GRADES EXIST
& NO POINT SHALL VARY FROM A STRAIGHT LINE DRAWN FROM INLET TO
OUTLET BY MORE THAN 2% HORIZONTALLY & VERTICALLY OF THE CULVERT
LENGTH.
3. BACKFILL SHALL BE PLACED IN LAYERS NOT TO EXCEED 12 INCHES &
COMPACTED WITH A MECHANICAL TAMPER UNTIL ALL VISIBLE DISPLACEMENT
CEASES.
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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
GUARDRAIL FLARED
END TERMINAL
02/1/2020
DIFIORE/GOMEZ
DIFIORE/GOMEZ
X.XXX
GR-1
24 27
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ELEVATION
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OF RAIL.
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NOTES
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MEASURED
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AT BACK
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LENGTH OF NEED FOR GUARDRAIL
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POST AND WOOD BLOCKOUT
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AS PER STAND. DETAIL SHEET GR2
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LENGTH OF NEED TERMINAL POINT
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AS SHOWN IN THE PLANS
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(MAX.)
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TANGENT LINE PROJECTED FROM THE FACE OF THE LAST TWO
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POST BLOCKS IN THE STANDARD POST SECTION.
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BREAK POINT
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4:1 SLOPE
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GRADE TO MATCH
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EXISTING SLOPE
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TRANSITION BACK TO EXISTING SHOULDER BREAK POINT
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FACE OF POST
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SHOULDER
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BREAK POINT
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(MAX.)
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SLOPE 4:1 OR FLATTER
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10:1 SLOPE
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10:1 SLOPE
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SLOPE 4:1 OR FLATTER
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(MAX.)
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10:1 SLOPE
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GRADE TO MATCH
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EXISTING SLOPE
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TERMINAL POST IS INCLUDED
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FOR PAYMENT WITH GUARDRAIL.
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PARABOLIC LAYOUT PLAN
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DEDUCT 25'-0" FROM THE
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37'-6" FLARED TERMINAL PER PRE-APPROVED SHOP DRAWING
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3'-0" (MIN.)
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SHOULDER
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AutoCAD SHX Text 26'-0"
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YELLOW REFLECTIVE ADHESIVE SHEETING
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TO BE APPLIED TO NOSE.
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"FLARED END TERMINAL"
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GUARDRAIL PAY LIMIT
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PAY LIMITS ITEM 61703
AutoCAD SHX Text PROVIDE SHOP DRAWINGS. THE POST OFFSET DIMENSIONS ARE GIVEN TO THE CENTER OF THE TRAFFIC FACE OF THE BLOCKOUTS; EXCEPT AT THE FIRST POST, WHERE THE DIMENSION IS TO THE CENTER OF THE TRAFFIC FACE…
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