HRD_Bridge_Drawings_2018_(8534,_8516).pdf
PDF 7 MB Posted
- Attached to
- Hoonah Bridge Reconstruction Federal contract opportunity
- Solicitation number
- 12010918Q0073
About this file
Project Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment2_12010918Q0073.pdf | ||
| Amend01_Hoonah_Bridge_Project_Drawings.pdf | ||
| Amend01_12010918Q0073_HoonahBridgeConstruction.pdf | ||
| Amend01_SF-30_12010918Q0073.pdf | ||
| 12010918Q0073_HoonahBridgeConstruction.pdf | ||
| Wage_Determination_AK180006.pdf | ||
| Hoonah_Bridge_Project_Drawings.pdf | ||
| Hoonah_Bridge_Supplemental_Specs.pdf | ||
| FSSS_Hoonah_2018_(8534,_8516).pdf |
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USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
HOONAH BRIDGE REPLACEMENTS (8534, 8516) PROJECT MAP
HOONAH RANGER DISTRICT
K. CHERRY FEB 2018
RJ, RB FEB 2018 2-4_MAP, ESTIMATE, DETAILS 2.DWG
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DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
HOONAH BRIDGE REPLACEMENTS (8534,8516) SUMMARY OF QUANTITIES
HOONAH RANGER DISTRICT
K. CHERRY FEB 2018
RJ, RB FEB 2018 2-4_MAP, ESTIMATE, DETAILS 2.DWG
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DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
HOONAH BRIDGE REPLACEMENTS (8534,8516) WORK DETAILS
HOONAH RANGER DISTRICT
K. CHERRY FEB 2018
RJ, RB FEB 2018 2-4_MAP, ESTIMATE, DETAILS 2.DWG
4 16
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e
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L
L
L
L
L
L
L
STA. 0+00
NORTHING 4785.58
EASTING 9887.89
REMOVE TIMBER
CRIB BOTH BANKS
EDGE OF ROAD
CENTERLINE
OF ROAD
70'-0" BRIDGE LENGTH
24" CMP
STATION (FEET)
0+75 1+00 1+50 2+00 2+50 3+00 3+25
1.95%
GRADE BREAK STA = 1+66.55
EL = 98.6'
GRADE BREAK STA = 2+36.54
EL = 100.0'
REMOVE TIMBER CRIB
WALL BOTH BANKS
EXISTING GROUND
AT ROAD CENTERLINE
70' STEEL BRIDGE
POINT TABLE
POINT #
NORTHING
5000.00
5154.45
4782.75
4945.32
5177.96
5146.94
4776.54
4809.91
EASTING
10000.00
9997.30
9893.58
10029.92
10001.27
9952.21
9844.33
9869.74
ELEVATION
100.00
107.65
111.17
83.87
106.87
109.40
115.06
107.41
DESCRIPTION
CONTROL POINT 1: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 2: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 3: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 4: HUB & TACK ON ISLAND
REFERENCE POINT 6: MAGNAIL IN BASE OF 4" SPRUCE
REFERENCE POINT 7: MAGNAIL IN BASE OF 8" HEMLOCK
REFERENCE POINT 8: MAGNAIL IN BASE OF 20" SPRUCE
REFERENCE POINT 9: MAGNAIL IN BASE OF 20" SPRUCE
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
DISTANCE
154.48
241.92
62.33
23.84
45.72
49.64
36.14
BEARING
N1° 00' 00.00"W
S26° 05' 50.00"W
S28° 40' 55.00"E
N9° 34' 30.00"E
S80° 32' 05.00"W
S82° 48' 45.00"W
N41° 16' 25.00"W
PT TO PT
1 TO 2
1 TO 3
1 TO 4
2 TO 6
2 TO 7
3 TO 8
3 TO 9
TONGASS
ENGINEERING & RECREATION
EXISTING EDGE OF ROAD
EXISTING BRIDGE
MAJOR CONTOUR (5')
MINOR CONTOUR (1')
LEGEND
NOTE: GROUND SHOWN IS APPROXIMATE.
CONTRACTOR TO VERIFY SITE CONDITIONS
AND CRITICAL GROUND ELEVATIONS PRIOR
TO BRIDGE INSTALLATION.
F L
O W
CREEK CENTERLINE
PLAN
ELEVATION
ROAD CENTERLINE
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e d w g
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2018 HOONAH BRIDGE REPLACEMENTS (8534, 8516)
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8534 MP 0.215 EXISTING CONDITIONS
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HOONAH RANGER DISTRICT
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SCALE IN FEET
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CONTOUR INTERVAL IS 1'
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SCALE: 1" = 30'
SCALE: 1" = 30'
STA. 0+00
NORTHING 4785.58
EASTING 9887.89
EDGE OF ROAD
CENTERLINE
OF ROAD
70'-0" BRIDGE LENGTH
24" 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)
0+50 1+00 1+50 2+00 2+50 3+00 3+50
1.95%
EST. ELEV = 84.41'
Q100 = 832 CFS
MIN. FREEBOARD=5'
1.25
CLASS 5 RIPRAP
MAINTAIN EXISTING GROUND
AT ROAD CENTERLINE
70' STEEL BRIDGE
CENTER OF SILL STA = 1+65.00
EL = 92.1'
SILL DIMENSIONS: 4' x 18' x 18"
(SEE ABUTMENT DETAILS ON
SHEET SD-4 SUBSTRUCTURE)
CENTER OF SILL STA = 2+33.48
EL = 93.5'
TONGASS
ENGINEERING & RECREATION
EXISTING EDGE OF ROAD
PROPOSED BRIDGE
MAJOR CONTOUR (5')
MINOR CONTOUR (1')
LEGEND
NOTE: GROUND SHOWN IS APPROXIMATE.
CONTRACTOR TO VERIFY SITE CONDITIONS
AND CRITICAL GROUND ELEVATIONS PRIOR
TO BRIDGE INSTALLATION.
F L
O W
CREEK CENTERLINE
PLAN
ELEVATION
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e d w g
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2018 HOONAH BRIDGE REPLACEMENTS (8534, 8516)
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8534 MP 0.215 PLAN & PROFILE
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HOONAH RANGER DISTRICT
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DJL
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SCALE: 1" = 30'
L1
L
L
L
L
L
L
STA. 0+00
NORTHING 2009.10
EASTING 803.46
REMOVE EXISTING
LOG STRINGER BRIDGE
L O
G S
T R
IN
G
E R
B R
ID
G
E
STATION (FEET)
0+50 1+00 1+50 2+00 2+50 3+00 3+50
REMOVE EXISTING LOG
STRINGER BRIDGE & SILLS
EXISTING ROAD CENTERLINE
POINT TABLE
POINT #
NORTHING
2000.00
2000.01
2016.24
2057.57
1951.54
2028.95
2036.84
1993.21
1990.17
EASTING
1000.00
850.70
1154.54
992.83
971.13
855.99
807.46
1165.16
1140.38
ELEVATION
280.00
286.37
283.07
272.52
275.60
286.46
294.82
290.55
288.34
DESCRIPTION
CONTROL POINT 1: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 2: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 3: 60P NAIL IN EDGE OF ROAD
CONTROL POINT 4: HUB & TACK
REFERENCE POINT 6: MAGNAIL IN BASE OF 18" HEMLOCK
REFERENCE POINT 7: MAGNAIL IN BASE OF TREE
REFERENCE POINT 8: MAGNAIL IN BASE OF 22" HEMLOCK
REFERENCE POINT 9: MAGNAIL IN BASE OF 5" SPRUCE
CONTROL POINT 5: HUB & TACK
LINE TABLE
LINE #
L1
L2
L3
L4
L5
L6
L7
L8
LENGTH
149.30
155.39
58.01
56.41
29.42
56.80
25.36
29.67
DIRECTION
S89° 59' 42.18"E
N84° 00' 03.81"E
N7° 05' 49.20"W
S30° 46' 58.62"W
S10° 21' 22.71"W
S49° 35' 05.54"E
S24° 45' 37.10"E
N28° 30' 08.00"E
PT TO PT
1 TO 2
1 TO 3
1 TO 4
2 TO 6
2 TO 7
3 TO 8
3 TO 9
1 TO 5
EXISTING EDGE OF ROAD
EXISTING BRIDGE
MAJOR CONTOUR (5')
MINOR CONTOUR (1')
LEGEND
NOTE: GROUND SHOWN IS APPROXIMATE.
CONTRACTOR TO VERIFY SITE CONDITIONS
AND CRITICAL GROUND ELEVATIONS PRIOR
TO BRIDGE INSTALLATION.
F L
O W
CREEK CENTERLINE
PLAN
ELEVATION
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e d w g
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TONGASS
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2018 HOONAH BRIDGE REPLACEMENTS (8534,8516)
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8516 MP 1.049 EXISTING CONDITIONS
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HOONAH RANGER DISTRICT
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SCALE: 1" = 30'
STA. 0+00
NORTHING 2009.10
EASTING 803.46
60'-0 " B
R
ID
G E
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)
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
-5.60%
-1.00%
-1.00%
-1.00%
PVI STA: 2+73.02
PVI ELEV: 280.23
K: 5.05
LVC: 40.00
V C
S
T A
E
V
A
E
V
LP STA: 2+58.07
LP ELEV: 280.41
PVI STA: 1+33.02
PVI ELEV: 281.63
K: 8.69
LVC: 40.00
A
E
V
A
E
V
PVI STA: 3+13.02
PVI ELEV: 283.00
K: 5.78
LVC: 40.00
A
E
V
A
E
V
1.25
FINISHED GRADE
60' STEEL BRIDGE
EST. ELEV. = 271.5'
Q100 = 870 CFS
MIN. FREEBOARD = 5'
TREATED TIMBER
BACKWALL & SILL, TYP.
STA. 0+50
BEGIN ROAD WORK
MATCH EXISTING
STA. 3+33.02
END ROAD WORK
MATCH EXISTING
0.00%
CLASS 5 RIPRAP
CENTER OF SILL STA = 1+73.97
EL =274.9'
SILL DIMENSIONS: 4' x 18' x 18" DEEP
(SEE ABUTMENT DETAILS ON
SD-4 SUBSTRUCTURE SHEET)
CENTER OF SILL STA = 2+32.00
EL =274.3'
EXISTING GRADE
EDGE OF ROAD
PROPOSED BRIDGE
MAJOR CONTOUR (5')100
MINOR CONTOUR (1')
LEGEND
NOTE: GROUND SHOWN IS
APPROXIMATE. CONTRACTOR
TO VERIFY SITE CONDITIONS
AND CRITICAL GROUND
ELEVATIONS PRIOR TO
BRIDGE INSTALLATION.
F L
O W
CREEK CENTERLINE
PLAN
ELEVATION
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e d w g
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USDA FOREST SERVICE - TONGASS NATIONAL FOREST
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DESIGNED:
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DATE:
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PLOT ON 11"X17" PAPER
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TONGASS
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ENGINEERING & RECREATION
AutoCAD SHX Text
TNFTYP:09/04
AutoCAD SHX Text
2018 HOONAH BRIDGE REPLACEMENTS (8534, 8516)
AutoCAD SHX Text
8516 MP 1.049 PLAN & PROFILE
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HOONAH RANGER DISTRICT
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DJL
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CONTOUR INTERVAL IS 1'
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SCALE: 1" = 30'
GENERAL NOTES:
TREES TO BE CUT FOR SILL AND BACKWALL LOGS
WILL BE DESIGNATED IN THE FIELD BY THE C.O.
ATTACH BRIDGE TO SILL AS RECOMMENDED BY
THE MANUFACTURER.
ABUTMENT LOCATION AND ELEVATIONS WILL BE
STAKED IN THE FIELD BY THE C.O.
MECHANICALLY PLACED EMBANKMENT, WHEN
REQUIRED, IS CONSIDERED INCIDENTAL TO
BRIDGE INSTALLATION. PLACE IN ACCORDANCE
w/ SPECIAL ROCK EMBANKMENT & ROCK
BUTTRESS (FP-03 SECTION-252).
PROVIDE CONNECTION BETWEEN BRIDGE HALVES
IN ACCORDANCE WITH MANUFACTURER'S DESIGN,
INCLUDING DIAPHRAGMS AND ANGLE BRACES
BETWEEN GIRDERS AND RUNNING PLANKS ALONG
CENTER OF DECK.
FOR BRIDGE FURNISHED BY THE GOVERNMENT,
THE CONTRACTOR IS RESPONSIBLE FOR
REMOVAL AND TRANSPORTATION OF THE BRIDGE
FROM ITS PRESENT LOCATION.
SEE PLAN & PROFILE SHEETS FOR FISH TIMING
REQUIREMENTS.
EROSION CONTROL PLAN IS REQUIRED IF
DIRECTED BY THE C.O. (FP-03 SECTION-157).
LOG BACKWALL - LONG ENOUGH TO
CONTAIN APPROACH FILL
MECHANICALLY PLACED EMBANKMENT
ROAD EDGE
TOE OF FILL
TAPER RIPRAP TO DESIGNED FILL
FL
O W
TO
M A
TC
H
D
ES
IG
N
ED
F
IL
L
STREAM THALWEG
MODULAR BRIDGE
TOE OF FILL
ROAD EDGE
ROAD CENTERLINE
XX FT
XX FT
XX FT
XX FT
INSTALL BRIDGE TO MATCH FINISH ROAD GRADE,
CUT/FILL AS REQUIRED
FINISH ROAD GRADE
BORROW AND/OR SUITABLE ROCK
EXCAVATION
12" MIN.
12" MIN. (WITH RIPRAP)
36" MIN. (W/OUT RIPRAP)
' M
IN
MODULAR BRIDGE
OBSERVED HIGH WATER MARKS/Q50
MECHANICALLY PLACED EMBANKMENT, SEE (FP-03 SECTION-252).
SEE (FP-03 SECTION-705.04) FOR GRADATION. PLACE ALONG STREAM
BANK AS NEEDED FOR SLOPE PROTECTION WHERE REQUIRED BY THE C.O.
PLACE BOTTOM OF GIRDER
5' MIN. ABOVE OBSERVED
HIGH WATER MARKS
EXISTING GRADE 1" MINUS GRAVEL LEVELING COURSE
SILL LOG, 18" MIN. Ø OR AS DIRECTED BY THE C.O.
PROVIDE LEVEL BEARING AREAS ON TOP OF THE LOG
SILLS FOR THE BEARING PLATES TO REST. THE
BEARING PLATES SHALL BE COMPLETELY SUPPORTED
ON THE LOG SILL.
EXCAVATE FOR SILL CONSTRUCTION,
FILL W/ BORROW AND/OR
SUITABLE ROCK EXCAVATION
BACKWALL LOGS, 12" MIN. Ø OR
AS DIRECTED BY THE C.O.
BORROW AND/OR SUITABLE ROCK EXCAVATION
1% (MIN) TO 5% (MAX) BRIDGE GRADE
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
HOONAH BRIDGE REPLACEMENTS (8534, 8516) TYPICAL MODULAR BRIDGE (3 YEARS OR LESS)
HOONAH RANGER DISTRICT
MODULAR_BRIDGE_TEMP_INST.DWG
9 16
PLAN
PROFILE
MODULAR BRIDGES
ROAD
XXXX XX.XX+XXX X X
(FT)
LENGTHL-STA/
MP
FURNISHED BY
CONTR. GOV'T
XX XX
PRESENT LOCATION
(IF GOV'T FURNISHED)
PLAN &
PROFILE
SHEET
C F o r e s t
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D e s i g n H o o n i d g e s
P a c k a g e m o d u l a r b r i d g e t e m p o r a r y i n s t a l l a t i o n d w g
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AutoCAD SHX Text R kcherry Rectangle kcherry Rectangle kcherry Rectangle kcherry Text Box
HOONAH BRIDGE REPLACEMENTS
(8534, 8516) kcherry Text Box SH. 10 of 16
'-9
" T
YP
'-0
(L)
2'-0"
MATERIALS: STEEL SHAPES, PLATES, AND BARS SHALL BE STRUCTURAL STEEL CONFORMING TO AASHTO M183 (ASTM 136). RAIL ELEMENTS SHALL CONFORM TO AASHTO M180 AND SHALL BE OF THE CLASS AND TYPE SPECIFIED ON THE LAYOUT SHEET. ALL STEEL, SHAPES, PLATES AND BARS SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M111. UNLESS OTHERWISE SPECIFIED ON THE BRIDGE LAYOUT SHEET. NUTS, BOLTS, AND WASHERS SHALL MEET THE REQUIREMENTS OF ASTM A-307 AND SHALL BE GALVANIZED UNLESS SPECIFIED OTHERWISE ON THE BRIDGE LAYOUT SHEET. ANCHOR CABLE SHALL BE 34"Ø GALVANIZED WIRE ROPE CONFORMING TO AASHTO M30, TYPE II. REFLECTORS SHALL BE SILVER, HIGH INTENSITY, 3M SCOTCHLITE #3870, OR APPROVED EQUAL. POSTS SHALL BE NO. 1 GRADE STRUCTURAL GRADE DOUGLAS FIR OR WESTERN LARCH CONFORMING O AASHTO M168 AND SHALL BE TREATED WITH COPPER NAPHTHENATE IN ACCORDANCE WITH AWPA C14.
CONCRETE FOR ANCHORS SHALL BE IN ACCORDANCE WITH SECTION 552 OR SECTION 602, METHOD A OR B . OBJECT MARKERS SHALL
CONFORM TO UMTCD TYPE 3.
FABRICATION: STRUCTURAL STEEL SHALL BE SHOP FABRICATED, WELDING SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE, D1.5 AND SHALL BE Y A CERTIFIED WELDER. ALL STEEL SHALL BE FABRICATED BEFORE BEING GALVANIZED, EXCEPT THAT MINOR SHOP CUTTING, DRILLING AND WELDING IS PERMITTED ON GALVANIZED METAL, PROVIDED THAT THESE AREAS ARE CLEANED AND REPAIRED WITH 2 COATS OF ZINC DUST-ZINC OXIDE PAINT METTING FEDERAL SPECIFICATION TT-P-541 OR MILITARY SPECIFICATION MIL-P-21035. THE CABLE ASSEMBLY SHALL
DEVELOP A MINIMUM TENSILE STRENGTH OF 40,000 LBS.
ERECTION: RAIL ELEMENTS MAY BE EITHER 25'-0" OR 12'-6" IN LENGTH. IF RAIL CURVATURE IS LESS THAN A 150 FT. RADIUS, IT SHALL BE CURVED TO THE SPECIFIED RADIUS. NO FIELD CUTTING OR WELDING IS PERMITTED ON GALVANIZED METAL UNLESS APPROVED BY THE ENGINEER.
ALL RAIL POSTS SHALL BE SET SET VERTICALLY AND THE RAILING ERECTED PARALLEL TO GRADE. POST SPACING SHALL BE 6'-3" EXCEPT AS NOTED. THE COMPLETED INSTALLATION SHALL NOT REFLECT ANY UNEVENNESS IN THE STRUCTURE. AFTER ERECTION IS COMPLETE, BURR THREADS OF ALL BOLTS AND RODS TO PREVENT BACKING OFF OF NUTS. ALL DAMAGED SURFACES SHALL BE REPAIRED WITH 2 COATS OF ZINC
PAINT AS SPECIFIED IN THE FABRICATION NOT ABOVE.
POST BOLT SLOT SPLICE BOLT SLOT
ELEVATION
29/64" R. (TYP.)
29/32"
3/8" R. (TYP.)
3/4"
1-1/8" 2-1/2"
4-1/4"
2"
CROSS SECTION
NEUTRAL AXIS
SPLICE BOLT HOLES
1-17/32"
-1
/4
9/16"
15/16" R.
-1
/4
55°
29/32"Ø
29/32"Ø
15/16" R.55°
55°
10° 1-1/16"
1/16"
3-3/16" 3-1/4"
TYPE 3 OBJECT MARKER
BRIDGE
GROUND LINE
METHOD "A" ANCHOR
(F) 3'-0": MINIMUM FLARE
FLARE LENGTH
(X):
MINIMUM 6'-3"
RAIL RADIUS APPROXIMATELY = (X)²/2F.
IF RADIUS IS LESS THAN 150', SHOP
BENDING IS REQUIRED
RAIL LENGTH (L):
MINIMUM 25'
TYPE 3 OBJECT
MARKER
BRIDGE
3 @ 2'-1" 2 @ 3' 1-1/2"
6'-3" TYP 6'-3" TYP
EDGE OF ROADWAY
SHOULDER IF ANY IS INCLUDED
1'-4" MAX
TYPE 3 OBJECT
MARKER
BRIDGE
POST SPACING
SAME AS ABOVE
RAIL LENGTH (L):
MINIMUM 25'
(F) 3'-0": MINIMUM FLARE
EDGE OF ROADWAY
SHOULDER IF ANY IS INCLUDED
ADJUST DIMENSION AS REQUIRED
OVER THE LAST TWO OR THREE
POSTS TO MATCH BRIDGE RAIL AS
NECESSARY
REFLECTORIZED WASHER ON TERMINAL POST AND
EVERY OTHER POST TO BRIDGE.
8"X8"X14" TREATED TIMBER BLOCK
TOENAIL ONE 16d COMMON GALVANIZED
NAIL IN CENTER AT TOP OF BLOCK
SYMMETRICAL ABOUT
CENTERLINE
4" POST
BOLT SLOT
SPLICE BOLT SLOTS
8 REQ. EACH END
POST BOLT SLOT 6'-3"
SPACING CENTER TO CENTER
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:04/03
2018 HOONAH BRIDGE REPLACEMENTS (8534, 8516) STANDARD APPROACH RAIL PLAN
HOONAH RANGER DISTRICT
USFS
USFS
M. MURPHY 8_NTBR_APPRAIL_PLAN.DWG
11 16
SCALE:
APPROACH RAIL PLAN STRAIGHT ALIGNMENT
NTS
SCALE:
APPROACH RAIL PLAN CURVED ALIGNMENT
NTS
SCALE:
APPROACH RAIL ELEVATION
NTS
SCALE:
TYPCIAL W BEAM APPROACH RAIL SECTION
NTSSCALE:
TYPCIAL APPROACH RAIL ELEMENT: CLASS A TYPE II W BEAM
NTS
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USE 25' LENGTH
ONE LANE
BRIDGE
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:04/03
2018 HOONAH BRIDGE REPLACEMENTS (8534, 8516) STANDARD APPROACH RAIL DETAILS
HOONAH RANGER DISTRICT
USFS
USFS
M. MURPHY 9_NTBR_APPRAIL_DET.DWG
12 16
SCALE:
ANCHOR METHOD 'A'
NTS
SCALE:
REFLECTORIZED WACHER DETAIL
NTS
SCALE:
CABLE ASSEMBLY
NTS SCALE:
ANCHOR PLATE DETAILS
NTS
SCALE:
POST BOLT ASSEMBLY
NTS
SCALE:
CABLE ATTACHEMENT DETAIL
NTS
SCALE:
TERMINAL SECTION DETAILS
NTS
SCALE:
RAIL SPLICE BOLT
NTS
SCALE:
OBJECT MARKER
M.U.T.C.D. TYPE 3
NTS SCALE:
WARNING SIGN
M.U.T.C.D. TYPE W5-3
NTS
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ELEVATION
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POST IS IN CONTACT WITH THE CONCRETE.
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OR USE TUBE SLEEVE ASSEMBLY WHERE
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WRAP WOOD POSTS WITH STYROFOAM SHEET
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WIRE FABRIC
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2-3/8"%%C HOLE
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DETAIL 5
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SEE DETAIL
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TERMINAL SECTION
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ON FRONT SIDE
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8-5/8"%%C MACHINE BOLTS WITH CUT WASHERS
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ANCHOR PLATE, SEE DETAIL - SECURE WITH
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(LAST 2 POSTS ONLY)
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24"%%C CONCRETE FOOTING
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SEE DETAIL 3
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CABLE ASSEMBLY
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TYPICAL POST
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TRAFFIC
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POST BOLT WASHERS
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SECTON)
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4 PER TERMINAL
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(8 PER SPLICE &
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RAIL SPLICE BOLTS
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OF TRAFFIC
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LAP IN DIRECTION
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(TYP.)
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4' MIN.
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AutoCAD SHX Text 16"
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AutoCAD SHX Text 6'-3"
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POST SPACING 6'-3"
AutoCAD SHX Text (2.375" O.D.)
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2" STD. PIPE
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ASSEMBLY
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3/4"%%C CABLE
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WASHER
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BEARING PLATE, SEE DETAIL
AutoCAD SHX Text 6"x8"x6'-0" ANCHOR POST
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PLAN
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ELEVATION
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TERMINAL CONNECTOR
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REQUIRED BUT ARE ACCEPTABLE.
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NOTE: HOLES ARE NOT
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3/4"%%C HOLES
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BOLT SLOT
AutoCAD SHX Text 3/4"x2-1/2" POST
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IS SIMILAR EXCEPT WITHOUT BENT END
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APPROACH RAIL TO PARAPET OR WALL
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END SHOE CONNECTOR FOR CONNECTING
AutoCAD SHX Text 12-1/4"
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AutoCAD SHX Text 1' 10-3/4"
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AutoCAD SHX Text 2'-6"
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TERMINAL SECTION
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METHOD 1
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BOLT WASHER ON FRONT FACE
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5/8"%%C CARRIAGE BOLT WITH POST
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0.109 INCH STEEL
AutoCAD SHX Text 1'-6"
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11" RADIUS
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11/16"%%C HOLE
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RAIL BOLT AS SHOWN.
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THE SAME GENERAL DIMENSIONS MAY BE USED IN LIEU OF THE
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A SCREW HEAD RAIL SPLICE BOLT WITHOUT SHOULDER, BUT WITH
AutoCAD SHX Text RECESS 1/16"x15?16"%%C HEX NUT
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7/8" OVAL SHOULDER
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AutoCAD SHX Text 1-5/16"
AutoCAD SHX Text 3-16"
AutoCAD SHX Text 1-1/4"
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(END POST ONLY)
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POST BOLT WASHER
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AutoCAD SHX Text 11/16"
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POST BOLT
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5/8" FLAT WASHER
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RAIL PLATE
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POST BOLT WASHER
AutoCAD SHX Text 5/8"
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LENGTH TO FIT POST BEING USED
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CURB, OR BRIDGE END.
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POSSIBLE TO BRIDGE PARAPET,
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INSTALLED AS CLOSE AS
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OBJECT MARKER IS TO BE
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GUARD RAIL
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INSIDE OF RAIL ELEMENT
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TO BE FLUSH WITH THE
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EDGE OF MARKER PLATE
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CENTERLINE
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ROADWAY
AutoCAD SHX Text 12"
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VARIES
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BRIDGE
AutoCAD SHX Text 1"
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FACE AT NEUTRAL AXIS
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AND CUT WASHER ON FRONT
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5/8"%%C MACHINE BOLT
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GUARD RAIL
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METAL BEAM
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1/4" PLATE
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1/4" WELD
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1/4" PLATE
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1/4" WELD
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HEX NUT FOR 5/8" BOLT
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OR BEND TO FIT
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EITHER FULL PENETRATION WELD
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BOLT ALT.
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EYE BOLT
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FITTING OR
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STD. SWAGED
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5/8"%%C BOLT
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BOLT ALTERNATIVE
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1-3/8" HOLE FOR EYE
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PLATE FOR STUDS OR
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1/16"%%C HOLE IN 1/2"
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EYE BOLT
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STUD OR
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HEX NUT
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STANDARD SWAGED FITTING AND STUD
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SWAGE CONNECTED
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3/4"%%C CABLE TO BE
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AutoCAD SHX Text 5-1/16"
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ENTIRE LENGTH
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STUD, THREADED
AutoCAD SHX Text 1"%%cx7" LONG
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HOLE
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SLOTTED
AutoCAD SHX Text 11/16"%%Cx1"
AutoCAD SHX Text 90%%D
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 1-3/4"
AutoCAD SHX Text 2-1/2"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 3"
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HIGH INTENSITY GRADE
AutoCAD SHX Text
SHEETING #3870-SILVER
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3M SCOTCHLITE REFLECTIVE
AutoCAD SHX Text 4"x4" POST
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CENTERLINE
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ROADWAY
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3' MIN
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5' MIN
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BRIDGE
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AutoCAD SHX Text WARNING LABEL TO BE PLACED AT A SUITABLE DISTANCE PER SITE CONDITIONS AND ALL RELEVANT SPECIFICATIONS
AutoCAD SHX Text EDGE OF WARNING SIGN TO BE PLACED NOT LESS THEN 6' FROM EDGE OF ROAD PAVEMENT OR SHOULDER
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DESIGNED ROADWAY WIDTH
EXISTING
TYPICAL OVERLAY SECTION
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
HOONAH BRIDGE REPLACEMENTS (8534, 8516) TYPICAL OVERLAY SECTION
HOONAH RANGER DISTRICT
SJC 1/25/05
K. BRAY 1/25/05 TYP_OVERLAY_SECTION.DWG
13 16
CL
2% 2%
RECONDITIONED SUBGRADE
EXISTING GROUND
COMPACTED DEPTH AGGREGRATE LIFT
NOTE: IN THOSE AREAS WHERE THE EXISTING ROAD, AFTER RECONDITIONING, IS WIDER THAN THE
DESIGNED WIDTH OF AGGREGATE, CENTER THE LIFT OF AGGGREGATE ON ROAD SURFACE AND
FEATHER TO EXISTING SHOULDERS. WHEN PLACING THE ADDITIONAL xxxxx WIDTH OF AGGREGATE IN TURNOUT AREAS AND SECTIONS REQUIRING CURVE WIDENING, PLACE ADJACENT TO CENTERLINE
LIFT AND COMPACT TOGETHER.
C F o r e s t
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PROFILE ELEVATIONS ARE SHOWN TO SUBGRADE.
CROWN TRAVELED WAY OR ROADBED 2%.
UNDISTURBED STUMPS AND OTHER CLEARING DEBRIS IN EMBANKMENT
AREAS MAY BE LEFT IN PLACE IF THEY DO NOT EXTEND CLOSER THAN 24"
TO ANY SUBGRADE. (REFERENCE SPEC. 201.05b)
UNLESS OTHERWISE INDICATED OR STAKED, ALL FILL SLOPES SHALL BE
1:1-1/4 AND ALL CUT SLOPES SHALL BE 1:1 OR AS SHOWN IN THE
STAKING NOTES.
1.
NOTES
2.
3.
4.
ROAD NO. STA. TO STA. TOLERANCE FINISH
CLASS METHOD
XXXXX XXXX TO XXXX XXX
5.
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
XXXXXX XXXX TO XXXX XX
VARIABLE CLEARING LIMITS
5' MIN.
EXISTING GROUND
DECK MERCHANTABLE TIMBER
FREE OF DEBRIS & EXCAVATION,
PARALLEL TO ROAD CENTERLINE
GRUBBING, UNDISTURBED STUMPS
& CLEARING DEBRIS, SEE NOTE 3
" M
IN
SUBGRADE
VARIABLE CLEARING LIMITS
5' MIN. GRUBBING LIMITS
ORIGINAL GROUND
VARIABLE SLOPE AS
DESIGNED/STAKED
EXCAVATION
PREPARED GROUND SURFACE,
DEBRIS MAT OR BENCH
EMBANKMENT, VARIABLE DEPTH
ROCK MATERIAL, BORROW and/or
SUITABLE ROCK EXCAVATION
LIMBS, TOPS, SLASH, CULL LOGS
& ROADWAY EXCAVATION EXCESS TO
DEBRIS MAT OR BENCH REQUIREMENTS
DECK MERCHANTABLE TIMBER
FREE OF DEBRIS & EXCAVATION,
PARALLEL TO ROAD CENTERLINE
5' MIN.10' MIN.
5'
BORROW
3' MIN.
' M
IN
SUBGRADE
PREPARED GROUND SURFACE,
DEBRIS MAT
*STUMPS SHALL BE GRUBBED & CONSTRUCTION SLASH/DEBRIS
REMOVED 5' MINIMUM FROM THE CONSTRUCTED ROAD SHOULDER
EMBANKMENT: BORROW EXCAVATION TO BE USED
ONLY AFTER ALL AVAILABLE SUITABLE
EXCAVATION, CONSTRUCTION SLASH & DEBRIS
HAS BEEN UTILIZED
BORROW and/or SUITABLE
ROCK EXCAVATION
EXCAVATION
ROADBED WIDTH
" M
IN
DECK MERCHANTABLE TIMBER FREE
OF DEBRIS & EXCAVATION & PLACED
PARALLEL TO ROAD CENTERLINE
LIMBS, TOPS, SLASH, CULL LOGS
& ROADWAY EXCAVATION EXCESS TO
DEBRIS MAT OR BENCH REQUIREMENTS
5' MIN.*3' MIN.
VARIABLE SLOPE AS DESIGNED/STAKED
ORIGINAL GROUND
16'
R=10'
R O
A D
B
ED
W
ID
TH
25' 50' 25'
TY
P.
E A
S
ID
E
25' 30' 25'
25' 50' 25'
50' 80' 50'
ROAD DESIGN SPEED=10 MPH
ROAD DESIGN SPEED=20 MPH
ROAD DESIGN SPEED=30 MPH
R = 25'
50' 25'
80 ° TO 90°
60° TO 80°
R = 50' R = 25'
TYPICAL OVERLAY SECTION
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:01/05
HOONAH BRIDGE REPLACEMENTS (8534, 8516) TYPICAL SECTIONS - 1
HOONAH RANGER DISTRICT
SJC 1/19/05
K. BRAY 01/2005 TYP_XSECTION.DWG
14 16
TYPICAL THROUGH CUT SECTION
TYPICAL SIDEHILL SECTION
INTERSECTION DETAILS
TURNOUT/PULLOUT DETAILS
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e t y p x s e c t i o n d w g
P
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A u t o
C A
D
P
D F
G e n e r a l
D o c u m e n t a t i o n p c
A
N S I f u l l b l e x
I n c h e s
AutoCAD SHX Text A
AutoCAD SHX Text D
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AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
THIS AREA TO BE CLEARED ONLY IF
ROAD
DEVELOPMENT PLAN
TO THE BACKWALL BENCH.
REHABILITATION PLAN
REQUIREMENT IS WAIVED BY THE COR.
OF THE ACCESS ROAD WITH ROAD NO. 6030 AND BY ROUGHING UP THE ACCESS
THE ACCESS ROAD WILL BE OBLITERATED BY CUTTING A DITCH AT THE JUNCTION
PROVISIONS FOR FUTURE QUARRY ACCESS WILL BE PROVIDED UNLESS THIS
ACCESS ROAD SURFACES, WILL BE SEEDED AND FERTILIZED IN ACCORDANCE WITH
ALL DISTURBED AREAS, SUCH AS OVERBURDEN PILES, BENCH SURFACES, AND
A MINIMUM OF 12-IN OF OVERBURDEN WILL BE EVENLY SPREAD OVER THE
ALL OVERSIZE ROCK WILL BE PLACED AGAINST THE SIDES OF THE QUARRY NEXT
QUARRY DEVELOPMENT PLAN
DECKED IN THE MUSKEG LEFT OF 27+20
ALL MERCHANTABLE TIMBER WILL BE REMOVED FROM THE QUARRY SITE AND
OVERBURDEN WILL NOT BE PLACED IN THE SMALL STREAM BORDERING THE QUARRY.
QUARRY IS LOCATED RIGHT OF STA 27+58 ON ROAD NO. 6030
QUARRY DEVELOPMENT TYPICAL SHEET.
TEST SHOT OF APPROX. 2000 CU. YD. IS PLANNED.
DEVELOPMENT WILL COMPLY WITH THE GENERAL NOTES SHOWN ON THE PIT &
ROAD AND ROAD NO. 6030
CONTAINED BETWEEN THE ACCESS
THE OVERBURDEN CANNOT BE
TIMBER FROM QUARRY SITE
DECKED IN MUSKEG
CLEARING LIMIT FLAGGED
2+720
ROAD SURFACE.
CONTRACTOR DATE
2.
3.
4.
5.
SPECIFICATIONS.
QUARRY FLOOR.
1.
2.
3.
4.
1.
ELEV 1160
APPROX.
OBD
DISTRICT RANGERCOR DATE DATE
40-FT
15-FT MIN
CROSS SECTION VIEW
3% SLOPE
68%
OBD
ACCESS
ROADLC
CL
72%
SOIL
APPROX.
ELEV 1260
OBD
RD. NO. 6030
PLAN VIEW
ESTIMATE OF VOLUME = 24,850 CU. YD.
OVERBURDEN
ACCESS ROAD
STREAM
18-IN CMP
15-FT MIN
TOTAL POUNDS OF POWDER IN SHOT
(INCLUDING PRIMERS) = 3385 lbs.
MAX. POUNDS OF POWDER PER 8 ms DELAY = 1090
POWDER FACTOR = 1 lb. PER CUBIC YARD
NAME OF BLASTER IN CHARGE = T.J. BARRY
PLANNED SHOT DATE = JUNE 15, 1996
NUMBER OF CUBIC YARDS IN SHOT = 2670
"HI DRIVE" PRIMER WITH 125 to 250 ms DU PONT ELECTRIC
BLASTING CAP LOCATED AT
BOTTOM OF HOLE WITH ONE
3-IN x 6-IN STICK OF TOVEX
USED FOR CUSHION.
TYPICAL LOADED HOLE
5-FT STEMMING
3.5-IN DIA HOLE
m s
19,620 CU.YD.
TYPE OF EXPLOSIVES = TOVEX 800, 3" X 16"
SECOND
QUARRY BLASTING PLAN
RIGHT OF STA. 27+58 ON ROAD NO. 6030
THIS PLAN IS FOR THE FIRST TEST SHOT IN THE QUARRY
ACTUAL MILLESECOND DELAY USING
FIRING SEQUENCE - SEQUENCE OF DELAYS
IS THE SAME FOR ALL 5 ROWS
PRODUCTION
STA 27+58
LOCATED IN BOTTOM OF HOLE
TOTAL NUMBER OF HOLES IN SHOT = 45
TYPE OF PRIMER & LOCATION IN HOLE =
STEMMING = 5-FT
BURDEN = 8-FT
DENSITY = 20 lbs./cu. yd.
2" DIA STICK OF HI DRIVE
HOLE DEPTH = 10-FT to 30-FT
BOREHOLE SIZE = 3.5-IN
SPACING = 10-FT
SHOT
SEQUENTIAL TIMER
16 3
SEQUENTIAL TIMER
FR
EE FA
C E m s m s m s m s m s m s m s m s
RD. NO. 6030
PRODUCTION
SHOT
TEST SHOT
13,080 CU.YD.
FIRST
FLOOR
QUARRY
ROCK F
ACE
EXIST.
M A X.
15'
MIN
MIN
15'
MIN
15'
CLEARING LIMITS
OVERBURDEN
M A X.
E.O.P.
MP XX.XX
E.O.P.
MP XX.XX
RD. XXXXX RD. XXXXX
R D
XX
XX
X
RD
. X
XX
XX
TO
XX
X M .A
.F.
MP XX.XX =
MP XX.XX
LEGEND
DESIGNATED MATERIAL SOURCE
(ROCK QUARRY)
DIRECTION OF HAUL
MP MILE POST
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:02/05
HOONAH BRIDGE REPLACEMENTS (8534, 8516) PIT & QUARRY DEVELOPMENT
HOONAH RANGER DISTRICT
SJC 2/24/05
K.BRAY 2/24/05 pit_and_quarry_rev.DWG 15 16
NOTES
ALL PITS AND QUARRIES SHALL BE APPROVED IN WRITING BY THE C.O. PRIOR TO
EXPLORATION, CLEARING OR DEVELOPMENT.
REMOVE ALL OVERBURDEN TO SOLID ROCK FOR A MINIMUM DISTANCE OF 15'
FROM THE WORKING FACE.
SLOPE THE CUT BANK OF THE OVERBURDEN TO THE NATURAL ANGLE OF REPOSE
BUT IN NO CASE STEEPER THAN 1:1.
WITHIN THE CLEARING LIMITS:
- MAXIMUM STUMP HEIGHT SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.
- STABLE TREES UP TO 6" dbh NEED NOT BE CUT IF THEY WILL NOT INTERFERE WITH
BACK SLOPE STABILITY.
- STUMPS AND BRUSH MAY BE LEFT IN PLACE, EXCEPT THAT ALL STUMPS THAT
PROTRUDE FROM EXCAVATED BANKS OR THAT HAVE THE POTENTIAL TO BECOME
DISLODGED AT ANY LATER DATE SHALL BE REMOVED.
DISPOSE OF OR STOCKPILE FOR LATER USE ALL OVERBURDEN, CLEARING,
MERCHANTABLE TIMBER AND GRUBBING DEBRIS AS SHOWN ON THE QUARRY
DEVELOPMENT PLAN.
FELL ALL DEAD TREES AND SNAGS WHICH ARE SUFFICIENTLY TALL TO REACH THE
WORK AREA.
LEAVE THE PIT/QUARRY IN A NEAT, ORDERLY AND WELL-DRAINED CONDITION.
REMOVE ALL OVERHANGS AND LOOSE ROCK.
AFTER EXCAVATION IS COMPLETE CLEAN THE AREA AND LEAVE AS SHOWN ON
THE QUARRY DEVELOPMENT PLAN. TREAT ANY ACCESS ROAD AS SHOWN ON THE
QUARRY DEVELOPMENT PLAN.
TEST SHOTS OF 1300 to 2600 CUBIC YARDS ARE REQUIRED AT ALL QUARRY SITES
IF DESCRIBED IN THE SPECIFICATIONS.
LEAVE NO MORE THAN 5% BY VOLUME OF OVERSIZE MATERIAL IN THE QUARRY.
PROVISIONS FOR FUTURE QUARRY DEVELOPMENT ACCESS WILL BE PROVIDED,
UNLESS THIS REQUIREMENT IS WAVED BY THE CO.
INSTALL AND MAINTAIN A COMMERCIALLY AVAILABLE RAIN GAUGE MEASURING IN
UNITS OF INCHES AND FRACTIONS OF INCHES IN ACCORDANCE WITH SECTION
205.08.
HAUL WILL NOT BE ALLOWED BEYOND DESIGNATED SOURCES UNLESS OTHERWISE
SHOWN ON THE DRAWINGS OR AGREED TO BY THE CO.
SEED AND FERTILIZE ALL DISTURBED AREAS SUCH AS OVERBURDEN PILES AND
BENCH SURFACES IN ACCORDANCE WITH SECTION 625.
SAMPLE QUARRY DEVELOPMENT PLAN SAMPLE QUARRY BLASTING PLAN
HAUL DIAGRAM
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
13.
11.
12.
14.
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e p i t a n d q u a r r y r e v d w g
A
M
A u t o
C A
D
P
D F
G e n e r a l
D o c u m e n t a t i o n p c
A
N S I f u l l b l e x
I n c h e s
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
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50'-0"
10'-0"
TYPICAL
TYPICAL
50'-0"
TYPICAL
DITCH FLOWDITCH FLOW
S
TR
EA
M
F
LO
W
PLACE SILT FENCE ALONG WATERWAY,
TERMINATE AT END OF CUT, TYPICAL
STRAW BALES, CENTERED IN DITCH LINE
SILT FENCE, TYPICAL
SILT FENCE, SECURE AROUND INLET
TO KEEP DEBRIS OUT OF STREAM
SILT FENCE, TYPICAL
APPROX. 6 ' APPROX. 6'CENTER ON DITCHTYPICAL
135°
135°
DITC
H FL
OW
STRAW BALES (2)
'-6
'-0
GEOTEXTILE FABRIC FILTER CLOTH,
SECURE TO TOP OF POSTS
WOVEN WIRE FENCE FABRIC
BOTTOM OF SILT FENCE BURIED
IN TRENCH MINIMUM 6" DEPTH
SECURE EACH BALE W/
AT LEAST 2 STAKES BURIED
MINIMUM 12" DEPTH
DITCH FLOW
APPROX. 10' TYPICAL
POST
WOVEN WIRE FABRIC
GEOTEXTILE FABRIC
BRUSH BARRIER
SEE NOTES
GEOTEXTILE FABRIC, BURY
BOTTOM EDGE ±6"
ROAD FILL SLOPE
EXIST.
GROUND
VARIES 3' TO 5' VARIES 5' TO 10'
TYPICAL SEDIMENT CONTROL AT CULVERTS
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:01/05
HOONAH BRIDGE REPLACEMENTS (8534, 8516) EROSION CONTROL DEVICES
HOONAH RANGER DISTRICT
SJC 01/2005
K. BRAY 01/2005 EROSION_CONTROL.DWG
16 16
NOTES:
SILT FENCE CONSISTS OF WOVEN WIRE FENCE FABRIC WITH A MAXIMUM 6 INCHES MESH, MINIMUM HEIGHT
30 INCHES.
THE CO MAY REQUIRE ADJUSTMENTS TO ACTUAL LENGTHS OR LOCATIONS TO FIT FIELD CONDITIONS.
INSPECT SILT FENCES AFTER EACH RUNOFF EVENT AND IMMEDIATELY REPAIR ALL EROSION ALONG EDGES
AND BOTTOM.
ACCUMULATED DEPTH OF SEDIMENT SHALL NOT EXCEED ONE HALF THE ORIGINAL HEIGHT OF THE SILT FENCE.
IN AREAS DESIGNATED FOR BRUSH BARRIERS, LIMIT CLEARING TO TREES, SHRUBS AND PLANTS LESS THAN 4
INCHES IN DIAMETER. GRUBBING SHALL NOT BE PERFORMED IN THESE AREAS.
BRUSH BARIER SHALL BE CONSTRUCTED APPROX. PARALLEL TO ORIGINAL GROUND CONTOUR. USE WELL-INTERMINGLED MASS OF BRUSH, TREES, TRIMMINGS, ETC. BARRIER SHALL BE POROUS ENOUGH TO ALLOW WATER TO FILTER THROUGH. SECURE BY PLACING HEAVIER MATERIAL (TREES, LOGS, ETC.) ON TOP
OF AND THROUGHOUT THE BRUSH.
ADJOIN BRUSH BARRIER WITH ROADWAY SLOPE ON THE LOW END AS NEEDED TO CONTAIN SEDIMENTS.
3.
4.
2.
1.
TYPICAL SILT FENCE INSTALLATION FOR DITCHES
POST
TYPICAL SEDIMENT CONTROL AT CULVERTS
TYPICAL BRUSH BARRIER
5.
6.
7.
C F o r e s t
S e r v i c e E n g i n e e r i n g B r i d g e
D e s i g n H o o n i d g e s
P a c k a g e e r o s i o n c o n t r o l d w g
P
M
A u t o
C A
D
P
D F
G e n e r a l
D o c u m e n t a t i o n p c
A
N S I f u l l b l e x
I n c h e s
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
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AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
| HRD Bridge 2018 (8534, 8516) Signiture Page |
| HRD Bridge 2018 (8534, 8516) A |
| HRD Bridge 2018 (8534, 8516) WORKING |
| Batch 1 |
| Sheets and Views |
| MAP, ESTIMATE, DETAILS 2-MAP |
| MAP, ESTIMATE, DETAILS 2-ESTIMATE |
| WORK DETAILS, PIT AND QUARRY |
| Sheets and Views |
| MAP, ESTIMATE, DETAILS 2-DETAILS |
| HRD Bridge 2018 (8534, 8516) WORKING |
| Batch 1 |
| Sheets and Views |
| 8534@0_215(2)-EXCON2 |
| 8534@0_215(2)-PROP2 |
| 8516@1_049(2)-EXCON2 |
| 8516@1_049(2)-PROP2 |
| modular_bridge_temporary_installation-Layout1 |
| 7_Hamilton_footing_SD-4_20060316 |
| Batch 1 |
| Sheets and Views |
| 3012_8_approachrailplan-Layout1 |
| 3012_9_approachraildetail-Layout1 |
| typ_overlay_section-Layout1 |
| typ_xsection-Layout1 |
| WORK DETAILS, PIT AND QUARRY |
| Sheets and Views |
| pit_and_quarry_rev-PIT |
| HRD Bridge 2018 (8534, 8516) WORKING |
| Batch 1 |
| Sheets and Views |
| erosion_control-Layout1 |
File details come from the government source that posted it.