HRD_Bridge_2018_(85761,_8508,_8510).pdf
PDF 10 MB Posted
- Solicitation number
- 12010918R0004
About this file
Project drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 12010918R0004Amd2.pdf | ||
| 12010918R0004Amd1.pdf | ||
| FSSS_Hoonah_2018_(85761,_8508,_8510).pdf | ||
| Bridge_Pics.pdf | ||
| 12010918R0004HoonahBridgeReplace.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
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
PROJECT MAP
HOONAH RANGER DISTRICT
K. CHERRY JAN 2018
RJ, RB FEB 2018 2 - 4 MAP, ESTIMATE DETAILS 1.DWG
2 25
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 a h
B r i d g e s
P a c k a g e
M
A P
E S T I M
A T E
D
E T A
I L S 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 e d 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
:'Q� :n � 2�
ID
.0
);l g i
I 0 "' o_'
I
ID "'
I .c m C I 'c ·fil
ID "'
"C ·c i ·1 ·g1 l Ji 0 � u
TONGASS
��� _.:l f:;/' .. l,'.:/ .:\ ·:=�
ENGINEERING ¢ RECREATION
ITEM NO.
15101
15102
15201
20301 - 50
20301 -30S
20301 - 30T
20401
20404
25101-4
30103
57102 -Rd 85761
57102 - Rd 8505
57104
57106
60201-Rd 8510
62507
63306
DESIGNED:
DRAWN: K. CHERRY
REVIEWED: RJ, RB
TNFTYP:09/04
SUMMARY OF ESTIMATED QUANTITIES
BASE BID
DESCRIPTION PAY UNIT 85761
All
MP 0.053
Mobilization Lump Sum 1
Transport two government furnished bridges from Thorne Bay Sortyard to work sites on Hoonah road system Lump Sum 1
Construction Survey and Staking, Method 1, Toi era nee A Each 1
Bridge remova I - 50' I og stringer Lump Sum 1
Bridge removal, transport and storage- 30' Steel Bridge Lump Sum
Bridge remova I - 30' Log Stringer Bridge Lump Sum
Excavation CY 170
Borrow, Unclassified -Cat finish, Compaction Method D, Finishing Method C, Includes Haul CY 100
Placed Rip Rap, Class 4 CY 100
Crushed Aggregate, Type Base, Grading C, Compaction B CY 50
Local Transport and Installation of 70' Steel Girder Bridge, Sills, Backwall, rails. Government Furnished Each 1
Local Transport and Installation of 40' Glulam Slab Bridge, Sills, Backwall. Government Furnished Each
Modify Government furnished guard rails on Glulam Slab Bridge. Lump Sum
Furnish and Install approach rails. Each 1
Furnish, Transport and Install 60" Corrugated Metal Pipe LF
Seeding, Dry method (without mulch} Acre 0.5
Object Markers Each 4
DATE: DATE: REVISION: BY:
)uisr
2018 HOONAH BRIDGE REPLACEMENTS
DATE: JAN 20 I 8
DATE: FEB 20 18 I' ') ..;-,;:;,,eu-i; ,,y.;,/·�
(857G I, 8508, 85 I 0)
USDA FOREST SERVICE - TONGASS NATIONAL FOREST
R-10 - HOONAH RANGER DISTRICT
OPTION
8508 8510
MP 13.172 MP 9.226
1 1
130 30
80 40
20 25
0.5 0.5
SUMMARY OF QUANTITIES
ISH.2-__of� 2 - 4 MAP, ESTIMATE, DETAILS I .DWG
PLOT ON I I "X 17" PAPER
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
WORK DETAILS
HOONAH RANGER DISTRICT
K. CHERRY JAN 2018
RJ, RB FEB 2018 2 - 4 MAP, ESTIMATE, DETAILS 1.DWG
4 25
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
M
A P
E S T I M
A T E
D
E T A
I L S 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
L
L
L
L
L
L6
L
L
CONTROL POINT TABLE
POINT #
NORTHING
1000.00
932.69
1090.71
956.22
1097.38
959.48
927.65
1095.48
1120.71
EASTING
1000.00
1116.61
879.62
980.10
1002.84
1138.32
1144.42
897.17
887.81
ELEVATION
290.00
290.58
291.12
283.06
280.31
291.73
289.29
285.57
294.99
DESCRIPTION
SPIKE SET
SPIKE SET
SPIKE SET
H&T SET
H&T SET
RP NAIL IN 20" SPR
RP NAIL IN 6" ALDER
RP NAIL IN 8" ALDER
RP NAIL IN 38" HEM
DISTANCE & BEARING
Line # L1
L2
L3
L4
L5
L6
L7
L8
Length 150.73
18.18
31.10
97.43
48.09
134.64
34.48
28.26
Bearing N52° 59' 58.53"W
N74° 47' 00.98"E
N15° 16' 11.65"E
N1° 40' 08.65"E
S24° 26' 58.68"W
S60° 00' 11.77"E
N39° 01' 25.23"E
S79° 44' 04.33"E
EXISTING LOG STRINGER
BRIDGE AND SILLS
EXISTING GROUND AT
ROAD CENTERLINE
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. of R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
RD 85761 MP 0.053 SURVEY CONTROL
HOONAH RANGER DISTRICT
HM 01/2018
HM 01/2018
RJ, RB FEB 2018 85761-0_053.dwg 5 25
PLAN VIEW
SCALE: 1" = 30'
ELEVATION VIEW
SCALE: 1" = 30'
EXISTING EDGE
OF ROAD
REMOVE EXISTING
LOG BRIDGE
70'-0"± EXISTING BRIDGE LENGTH
LOG JAMB
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
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
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
FLOW
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 3+70
3.58%
1.00% -3.45%
1.00%
1.00%
G R
A D
E
B
R E
A K
S
T
E L
G R
A D
E
B
R E
E
PVI STA: 0+82.81
PVI ELEV: 288.78
K: 3.80
LVC: 40.00
V C
A
E
V
A
E
V
LP STA: 0+89.21
LP ELEV: 289.26
PVI STA: 3+40.12
PVI ELEV: 290.55
K: 5.33
LVC: 40.00
A
E
V
A
E
V
LP STA: 3+38.49
LP ELEV: 290.92
PVI STA: 1+32.81
PVI ELEV: 290.57
K: 15.51
LVC: 40.00
A
E
V
A
E
V
PVI STA: 2+93.00
PVI ELEV: 292.18
K: 8.99
LVC: 40.00
A
E
V
A
E
V
HP STA: 2+82.01
HP ELEV: 292.02
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. of R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
RD 85761 MP 0.053 PLAN AND PROFILE
HOONAH RANGER DISTRICT
HM 01/2018
HM 01/2018
RJ, RB FEB 2018 85761-0_053.dwg 6 25
PROFILE VIEW
SCALE: 1" = 30'
STA. 0+63
BEGIN ROAD WORK
MATCH EXISTING
CLASS 4 RIPRAP
TREATED TIMBER BACKWALL, TYP.
TREATED TIMBER SILL, TYP.
EST. ELEV. = 281.46 @ Q
= 1,270 cfs
FREEBOARD = 5.0 ft
EXISTING GROUND AT
ROAD CENTERLINE
STA. 3+60
END ROAD WORK
MATCH EXISTING
INSTALL 70' STEEL
BRIDGE AT SPECIFIED
ELEVATIONS
EDGE OF ROAD
OBJECT MARKER, TYP.
CENTERLINE
ROAD
STREAM
70'-0" BRIDGE
B
R I D
G
W
I D
T H
CENTER OF SILL STA. = 1+78.81
ELEV. AT BTM OF SILL= 284.46
CENTER OF SILL STA. = 2+46.81
ELEV. AT BTM OF SILL= 285.16
LOG JAMB TO BE MOVED
DOWNSTREAM 50' MIN. AS
DIRECTED BY COR
4' x 18' x18" DEEP
TREATED TIMBER SILL
(SEE SHEET SD-4
SUBSTRUCTURE FOR
ABUTMENT DETAILS)
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SCALE: 1" = 30'1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text 1.25
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text EXISTING EDGE OF ROAD PROPOSED BRIDGE MAJOR CONTOUR (5') MINOR CONTOUR (1') STREAM CENTERLINE
AutoCAD SHX Text
AutoCAD SHX Text NOTE: GROUND SHOWN IS GROUND SHOWN IS APPROXIMATE. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND CRITICAL GROUND ELEVATIONS PRIOR TO BRIDGE INSTALLATION.
L
L
L
L
L4
L
CONTROL POINT TABLE
POINT #
NORTHING
5000.00
4968.65
4943.41
5015.02
5005.59
5017.89
4946.04
EASTING
10000.00
9802.09
9781.10
9750.38
10090.01
10110.07
10060.64
ELEVATION
100.00
91.21
97.38
87.17
99.54
98.40
103.78
DESCRIPTION
SPIKE SET
H&T SET
RP NAIL IN 10" HEMLOCK
RP NAIL IN 16" SPRUCE
SPIKE SET
RP NAIL IN 15" HEMLOCK
RP NAIL IN 8" HEMLOCK
DISTANCE & BEARING
Line #
L2
L3
L1
L4
L6
L5
Length
69.45
32.82
200.38
90.18
23.53
66.40
Direction
N48° 06' 45.00"W
S39° 44' 20.00"W
N81° 00' 00.00"E
N86° 26' 37.68"E
N58° 30' 25.00"E
S26° 14' 50.00"W
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. of R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
RD 8508 MP 13.172 SURVEY CONTROL
HOONAH RANGER DISTRICT
HM 01/2018
HM 01/2018
RJ, RB FEB 2018 8508_MP13_172_design.dwg 7 25
PLAN VIEW
SCALE: 1" = 30'
ELEVATION VIEW
SCALE: 1" = 30'
EXISTING 30' STEEL
GIRDER BRIDGE
EXISTING GROUND AT
ROAD CENTERLINE
EXISTING EDGE
OF ROAD
REMOVE EXISTING
STEEL BRIDGE
30'-0"± EXISTING BRIDGE LENGTH
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
M
P d e s i g n 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
.7
2.97%
-1.73%
2.97%
2.97%
S T
B
E G
N
N
T E
R L
I N
E
G R
A D
E
B
R E
S T
A
E
N D
N
T E
R L
I N
E
E L
G R
A D
E
B
R E
PVI STA: 1+11.13
PVI ELEV: 97.14
K: 7.38
LVC: 50.00
A
E
V
A
E
V
PVI STA: 2+51.13
PVI ELEV: 101.30
K: 10.63
LVC: 50.00
A
E
V
A
E
V
HP STA: 2+57.68
HP ELEV: 101.03
USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. of R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP: 09/04
RD 8508 MP 13.172 PLAN AND PROFILE
HOONAH RANGER DISTRICT
HM 01/2018
HM 01/2018
RJ, RB FEB 2018 8508_MP13_172_design.dwg 8 25
PROFILE VIEW
SCALE: 1" = 30'
STA. 0+78
BEGIN ROAD WORK
MATCH EXISTING
CLASS 4 RIPRAP
TREATED TIMBER BACKWALL, TYP.
TREATED TIMBER SILL, TYP.
EST. ELEV. = 91.7 @ Q
= 326 cfs
FREEBOARD = 5.3 ft
EXISTING GROUND AT
ROAD CENTERLINE
STA. 2+87
END ROAD WORK
MATCH EXISTING
INSTALL 40' GLULAM SLAB
BRIDGE AT SPECIFIED
ELEVATIONS
EDGE OF ROAD
OBJECT MARKER, TYP.
CENTERLINE
ROAD
STREAM
BRIDGE APPROACH RAILING
PER SPECIFICATIONS
40'-0" BRIDGE
B
R I D
G
W
D
T H
CENTERLINE SILL STA. 1+62.13
ELEV.BTM SILL = 97.22'
CENTERLINE SILL STA. 1+62.13
ELEV.BTM SILL = 96.03'
2' x 20' x10.75" DEEP
TREATED TIMBER SILL
(SEE SLAB BRIDGE SHEET FOR
ABUTMENT DETAILS)
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
M
P d e s i g n 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
SCALE: 1" = 30'1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text 1.25
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text EXISTING EDGE OF ROAD PROPOSED BRIDGE MAJOR CONTOUR (5') MINOR CONTOUR (1') STREAM CENTERLINE
AutoCAD SHX Text
AutoCAD SHX Text NOTE: GROUND SHOWN IS GROUND SHOWN IS APPROXIMATE. CONTRACTOR SHALL VERIFY SITE CONDITIONS AND CRITICAL GROUND ELEVATIONS PRIOR TO BRIDGE INSTALLATION.
0+00
0+50
1+00 1+50
2+00
2+32
3 4
3 4
L1
L2 L3
CONTROL POINT TABLE
Point #
Elevation
100.00
108.98
91.53
87.20
Northing
5000.00
5021.66
5019.44
5018.64
Easting
10000.00
10122.84
9884.57
10027.66
Description
CP1
CP2
CP3
CP4
DISTANCE & BEARING
LINE
L1
L2
L3
LENGTH
117.06
33.36
124.73
DIRECTION
N80° 26' 30.00"W
N56° 00' 55.00"E
N80° 00' 00.00"E
SCALE IN FEET
25 0 25 50
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
RD 8510 MP 9.226 SURVEY CONTROL
HOONAH RANGER DISTRICT
K. CHERRY DEC 2017
K. CHERRY DEC 2017
RJ, RB FEB 2018 8510 MP9.226.DWG
9 25
ESTIMATED QUANTITIES
ITEM QUANTITY
CLASS 4 RIPRAP 40 CY
CRUSHED AGGREGATE 25 CY
UNCLASSIFIED BORROW 415 CY
ROAD EXCAVATION 30 CY
PLAN
REMOVE EXISTING 30' LOG
STRINGER BRIDGE
EXISTING EDGE OF ROADWAY
EXISTING STREAM FLOWING
SOUTH TO NORTH
CENTERLINE OF ROAD
NFSR 85100000 MP9.226
ROADWAY DITCH
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
M
P 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
0+00
0+50
1+00 1+50
2+00
2+32
3 4
3 4
EL
EV
A
TI
O
N ELEV
A
TIO
N
STATION
0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
6.74%
MIN COVER 18"
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
RD 8510 MP 9.226 PLAN & PROFILE
HOONAH RANGER DISTRICT
K. CHERRY DEC 2017
K. CHERRY DEC 2017
RJ, RB FEB 2018 8510 MP9.226.DWG
10 25
PLAN
PROFILE
SCALE: 1"=10'
STATION 0+80
BEGIN ROADWORK
MATCH EXISTING
STATION 0+80
END ROADWORK
MATCH EXISTING
NFSR 85100000 MP9.226
LEGEND
EXISTING EDGE OF ROAD
PIPE
CONTOUR
DITCH
SCALE IN FEET
25 0 25 50
CULVERT DATA
SIZE 60" ROUND GALVANIZED STEEL CULVERT (3" X 1")
LENGTH 45'-0"
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
M
P 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
12" x 12" x 48" CURB RISER AT 10' 0" C-C
12" x 14" FELLOE GUARD (CURB)
NOTES
1. ALL STRUCTURAL STEEL SHALL BE ASTM A-588 STEEL.
2. ALL TIMBER FASTENING HARDWARE SHALL BE ASTM A-307, HOT DIPPED GALVANIZED. ALL STEEL FASTENING HARDWARE TO BE HIGH STRENGTH ASTM A-325 OR
ASTM A-325W.
3. ALL PRESERVATIVE TREATMENT SHALL BE COPPER NAPTHENATE.
4. ALL TIES SHALL BE DENSE NO. 1 GRADE OR BETTER AND SHALL BE DRILLED FOR ALL CONNECTIONS PRIOR TO PRESERVATIVE TREATMENT.
5. THE 4x12 DECKING SHALL BE PRESSURE TREATED NO. 2 OR BETTER.
6. THE FELLEO GUARD AND RISER SHALL BE GLUED LAMINATED TIMBER AND SHALL BE DRILLED FOR ALL CONNECTIONS PRIOR TO PRESERVATIVE TREATMENT.
7. TIES, DECKING, RUNNING PLANKS, CURB RISER AND FELLOE GUARD DETAILS SHALL BE AS DETERMINED BY MOHAWK METALS.
8. BRIDGES ARE DESIGNED FOR U-80 AND HAYES TRUCKS AT INVENTORY STRESS LEVELS (26 ksi) AND FOR L -90 AND U - 102 TRUCKS AT OPERATING STRESS
LEVELS (36 ksi) WITH LIVE LOAD DEFLECTIONS LIMITED TO L/300.
SEE DECK CLOSURE DETAIL
NOTE
DECK NOT SHOWN FOR CLARITY
USDA FOREST SERVICE - TONGASS NATIONAL FOREST
R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:01/04
HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
HAMILTON BRIDGE 1
THORNE BAY RANGER DISTRICT
FEB 2018
XX/XX/XX
ACAD.DWG
USFS
SH. 11 of 25
12" x 12" x 48" CURB RISER AT 10' 0" C-C
12" x 14" FELLOE GUARD
(CURB)
8" X 10" TIES AT 20" CTRS. ALTERNATE (3) 8'-11"
LONG TIES WITH (3) 7'-11" LONG TIES. (2) 3/4" .Ø
BOLTS AT EACH TIE.
USDA FOREST SERVICE - TONGASS NATIONAL FOREST
R-10 -
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:01/04
HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
HAMILTON BRIDGE 2
THORNE BAY RANGER DISTRICT
USFS FEB 2018
ACAD.DWG SH. 12 of 25 kcherry Rectangle kcherry Rectangle kcherry Rectangle kcherry Text Box
HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510) kcherry Text Box SH. 13 of 25
STEEL GUARDRAILWOOD CURBBACKWALL PLANK, TYP.
GLU-LAM FOOTING, TYP.
CURB BLOCK @ EQUAL SPACING NOT TO EXCEED 6'-0"
BRIDGE LENGTH VARIES - SEE TABLE 'A' FOR STIFFENER SPACING
STIFFENER BEAM, TYPICAL
STEEL POST, SEE DETAILS SH. SD-320-3
3 X 12 WEARING SURFACE, TYP.
STEEL GUARDRAIL SEE
DETAIL SH. SD-320-3
G
LU
L A M
-D
EC
K
PA
N
EL
S
'-0
'-5
/8
/4
" 4 '-6
/4
" 4 '-6
/4
'-5
/8
BEVEL
CURB
ENDS
4" @ 45°
WOOD CURB
STEEL
GUARD RAIL
BACKWALL
PLANKS, TYP.
CURB BLOCK GLU-LAM
FOOTING, TYP.
STEEL ANGLE,
SEE SH. SD-320-3
FOR STEEL POST
CONNECTIONS
STIFFENER BEAM
C10X20, 16' LONG TYP.
M
IN
WEARING SURFACE, TYPICAL
LAG SCREW
SEE SH. SD-320-3
FOR SPACING & DETAILS
16'
1.5
SEE CURB CONNECTION
DETAIL 'B' SH. SD-320-2
10 X 12 GLU-LAM OR
SAWN TIMBER CURB
W/OUT SPLICES
8 X 12 X 36" CURB BLOCK
6 X SAWN
BACKWALL
4" X 24" X 20' GLU-LAM
FOOTING
STIFFENER BEAM, SEE SH. SD-320-2 10
4" X 24" x 20'
GLU-LAM FOOTING
ALIGN 3 X 12 WEARING SURFACE JOINTS
W/ DECK PANEL JOINTS, FIELD-RIP IF NEEDED
1.5
6 X SAWN
BACKWALL
18'
STEEL GUARDRAIL - SEE SH. SD-320-3 FOR DETAILS
STIFFENER BEAM, SEE SH. SD-320-2
ALIGN 3 X 12 WEARING SURFACE JOINTS
W/ DECK PANEL JOINTS, FIELD-RIP IF NEEDED
COVER 14" GAPS
STEEL RAIL,
TYPICAL
13 1/2" , TYP.
LAG SCREW, TYP.
BRIDGE PANEL STIFFENER BEAMS
LENGTH THICKNESS QUANTITY SPACING
40 FT 16 1/4" 4 7'-10"
30 FT 14 1/4" 4 6'-6"
25 FT 12 1/4" 3
20 FT 2
6'-6" 6'-6"12 1/4"
TABLE 'A'
NOTES:
1. DECK PANELS DESIGNED IN ACCORDANCE W/ THE 1994 ASHTO LRFD
SPECIFICATIONS,FIRST EDITION.
2. PANELS ARE GLU-LAMINATED COASTAL DOUGLAS FIR, COMB. 5 OR BETTER,
Fby = 6100 psi Fvy = 245 psi
3. CURBS ARE COMB. 20FV3 OR NO. 1 COASTAL DOUGLAS FIR.
4. FOOTINGS ARE COMBINATION SYMBOL 1
5. BACKWALL PLANKS SHALL BE NO. 2 HEM FIR OR BETTER.
6. TIMBER IS TREATED IN ACCORDANCE W. AWPA C28 OR BETTER AFTER
FABRICATION W/ PENTACHLOROPHENOL OR COPPER NAPTHANATE.
7. WEARING SURFACE SHALL BE UNTREATED NO. 2 HEM FIR, ALASKA HEMLOCK,
ALASKA SPRUCE OR ALASKA YELLOW CEDAR.
8. ALL HARDWARE SHALL BE HOT-DIP GALVANIZED.
9. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH SPECIFICATION
SECTION 574.
PLAN VIEW
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
SLAB BRIDGE -SD-320-1 PLAN/PROFILE/SECTIONS
HOONAH RANGER DISTRICT
SJC 2/2005
D.VOGAN 11/2005
11/2005 edit text dwv
11_glulam_bridge1_revised.dwg 14 25
PROFILE VIEW
SECTION @ MIDSPAN SECTION @ ABUTMENT
SECTION @ MIDSPAN SECTION @ ABUTMENT
TYPICAL SECTIONS - WOOD CURB
TYPICAL SECTIONS - STEEL GUARD RAIL
SEE SH. SD-320-2,
CURB CONNECTION DETAIL 'B'
A
A
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 g l u l a m b r i d g e r e v i s e d 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
1" Ø BOLT W/ M.I. WASHER TOP & BOTTOM
ON 8" O.C. PRE-DRILL 1-1/8" Ø
10 X 12 GLU-LAM OR SAWN TIMBER
CURB
8 X 12 X 36" CURB BLOCK
WEARING SURFACE
(BEYOND)
GLU-LAM DECK PANEL
SPLICE AT MID SPAN
FOR LONGER SPANS
18" OVERLAP
RECESS ALL CURB BOLTS
FLUSH WITH BOTTOM OF
DECK PANEL
1.5
FASTEN WEARING SURFACE TO DECK W/ 38" Ø X 8" RING SHANKS, 2 @ PLANK ENDS, STAGGER @ 3' SPACING THROUGHOUT LENGTH PRE-DRILL DECK AND PLANK 14" Ø, TYPICAL, FIELD TREAT DECK LEAD HOLE; RECESS NAIL HEAD 38"
1" Ø LAG SCREWS W/ ACCESS HOLES THRU WEARING SURFACE, PRE-DRILL DECK PANEL 1
16" Ø
8" Ø BOLT W/ M.I. WASHER @ DECK,
& CUT WASHER AT STIFFENER BEAM
PRE-DRILL DECK PANEL 11
16" Ø
STIFFENER BEAM,
C10X20 X16'
UNTREATED 3 X 12
WEARING SURFACE,
BEVEL END OF PLANKS
2" @ 45°, TYPICAL
6 X BACKWALL PLANKS,
ATTACH TO DECK/FOOTING
W/ MIN. NUMBER OF
SPIKES NEEDED TO
HOLD IN PLACE PRIOR
TO BACKFILLING
4" X 24" GLU-LAM
FOOTING
6" DEPTH 2" MINUS MATERIAL
3'-0" OR AS DESIGNED
(OR AS DESIGNED)
PRE-DRILL SILL 58" Ø
FOR PERMANENT BRIDGE INSTALLATION
COUNTERSINK BOTTOM OF RUNNING PLANKS
FOR TEMPORARY BRIDGE INSTALLATION
CUT ACCESS HOLES THRU RUNNING PLANKS
8 1/8"
8 3/8"
8 3/8"
8 3/8" 1'-7 1/8" 11"
11"
11"
C10X20
SLOTTED HOLE
4" X 11
4", TYPICAL
1'-9 1/4" 11" 11" 11" 1'-7 1/8"
8 3/8"
8 3/8"
8 3/8"
8 1/8"
16'
1'
8 1/8"
8 3/8"
8 3/8"
8 3/8"
8 3/8"
1/4"
10 1/2"
11" 11" 11"
10 1/2"
1/4"
10 1/2"
11" 11" 11"
10 1/2"
1/4"
8 3/8"
8 3/8"
8 3/8"
8 3/8"
8 1/8"
1'
DECK END PANEL
(VARIES X 535
8" X (VARIES)
DECK CENTER PANEL
(VARIES X 54" X (VARIES)
PRE-DRILLED HOLE 11
16" Ø, TYPICAL
GAP BETWEEN PANELS, 14" TYPICAL
X
X
X
X
X
X
X
X
X
XXX X XX
X X
X
X
X
X
X
X
X
X
℄ CHANNEL
VARIES
GEOTEXTILE
CHANNEL
GRADE POINT
VARIES
BANK REINFORCEMENT,
CLASS AND THICKNESS
AS DESIGNED
12" (MIN.) NATIVE
STREAM BED MATERIAL
OVER RIPRAP
*1'-0"
*1'-0" MINIMUM WITH
RIPRAP, 3'-0" MINIMUM
WITHOUT RIPRAP
CURB CONNECTION DETAIL 'B'
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
SLAB BRIDGE-SD-320-2 TYPICAL DETAILS
HOONAH RANGER DISTRICT
SJC 2/2005
D. VOGAN 11/2005
11/2005 curb detail/abutment dim. dwv
12_glulam_bridge2_revised.dwg 15 25
TYPICAL ABUTMENT SECTION
GLU-LAM DECK PANEL
STIFFENER BEAM - PLAN VIEW
A
NOTES:
1. ALL STEEL ANGLES AND ROLLED SHAPES
SHALL BE ASTM A36 GRADE.
2. ALL STEEL NUTS & BOLTS SHALL BE
ASTM A307 GRADE.
3. HOT DIP GALVANIZE ALL STEEL AFTER FABRICATION.
TYPICAL BRIDGE PROFILE
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 g l u l a m b r i d g e r e v i s e d 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
'-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
STANDARD APPROACH RAIL PLAN
HOONAH RANGER DISTRICT
USFS
USFS
M. MURPHY XXXXXXXX 8_NTBR_APPRAIL_PLAN.DWG
16 25
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
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 a p p r o a c h r a i l p l a n 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
AutoCAD SHX Text E
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
STANDARD APPROACH RAIL DETAILS
HOONAH RANGER DISTRICT
USFS
USFS
M. MURPHY XXXXXXX 9_NTBR_APPRAIL_DET.DWG
17 25
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
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 a p p r o a c h r a i l d e t a i l 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
ELEVATION
AutoCAD SHX Text
POST IS IN CONTACT WITH THE CONCRETE.
AutoCAD SHX Text
OR USE TUBE SLEEVE ASSEMBLY WHERE
AutoCAD SHX Text
WRAP WOOD POSTS WITH STYROFOAM SHEET
AutoCAD SHX Text
WIRE FABRIC
AutoCAD SHX Text 6"x6"-6/6 WELDED
AutoCAD SHX Text
2-3/8"%%C HOLE
AutoCAD SHX Text
DETAIL 5
AutoCAD SHX Text 6"x8"x6'-0" ANCHOR POST
AutoCAD SHX Text
SEE DETAIL
AutoCAD SHX Text
TERMINAL SECTION
AutoCAD SHX Text
ON FRONT SIDE
AutoCAD SHX Text
8-5/8"%%C MACHINE BOLTS WITH CUT WASHERS
AutoCAD SHX Text
ANCHOR PLATE, SEE DETAIL - SECURE WITH
AutoCAD SHX Text
(LAST 2 POSTS ONLY)
AutoCAD SHX Text
24"%%C CONCRETE FOOTING
AutoCAD SHX Text
SEE DETAIL 3
AutoCAD SHX Text
CABLE ASSEMBLY
AutoCAD SHX Text
TYPICAL POST
AutoCAD SHX Text 8"x8"x6'-0"
AutoCAD SHX Text
TRAFFIC
AutoCAD SHX Text
POST BOLT WASHERS
AutoCAD SHX Text
SECTON)
AutoCAD SHX Text
4 PER TERMINAL
AutoCAD SHX Text
(8 PER SPLICE &
AutoCAD SHX Text
RAIL SPLICE BOLTS
AutoCAD SHX Text
OF TRAFFIC
AutoCAD SHX Text
LAP IN DIRECTION
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
4' MIN.
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 2"
AutoCAD SHX Text 18"
AutoCAD SHX Text 16"
AutoCAD SHX Text 12"
AutoCAD SHX Text 6'-3"
AutoCAD SHX Text
POST SPACING 6'-3"
AutoCAD SHX Text (2.375" O.D.)
AutoCAD SHX Text
2" STD. PIPE
AutoCAD SHX Text
ASSEMBLY
AutoCAD SHX Text
3/4"%%C CABLE
AutoCAD SHX Text
WASHER
AutoCAD SHX Text
BEARING PLATE, SEE DETAIL
AutoCAD SHX Text 6"x8"x6'-0" ANCHOR POST
AutoCAD SHX Text 4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 4"
AutoCAD SHX Text 6"
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
TERMINAL CONNECTOR
AutoCAD SHX Text
REQUIRED BUT ARE ACCEPTABLE.
AutoCAD SHX Text
NOTE: HOLES ARE NOT
AutoCAD SHX Text
3/4"%%C HOLES
AutoCAD SHX Text 29/32"x3" SLOTS
AutoCAD SHX Text
BOLT SLOT
AutoCAD SHX Text 3/4"x2-1/2" POST
AutoCAD SHX Text
IS SIMILAR EXCEPT WITHOUT BENT END
AutoCAD SHX Text
APPROACH RAIL TO PARAPET OR WALL
AutoCAD SHX Text
END SHOE CONNECTOR FOR CONNECTING
AutoCAD SHX Text 12-1/4"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4-1/4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4-1/4"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 3-1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text 7-1/4"
AutoCAD SHX Text 1' 10-3/4"
AutoCAD SHX Text 3-3/8"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1-3/4"
AutoCAD SHX Text
TERMINAL SECTION
AutoCAD SHX Text
METHOD 1
AutoCAD SHX Text
BOLT WASHER ON FRONT FACE
AutoCAD SHX Text
5/8"%%C CARRIAGE BOLT WITH POST
AutoCAD SHX Text
0.109 INCH STEEL
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text
11" RADIUS
AutoCAD SHX Text
11/16"%%C HOLE
AutoCAD SHX Text 3/4"
AutoCAD SHX Text 8"
AutoCAD SHX Text 8"
AutoCAD SHX Text 3"
AutoCAD SHX Text 4"
AutoCAD SHX Text
RAIL BOLT AS SHOWN.
AutoCAD SHX Text
THE SAME GENERAL DIMENSIONS MAY BE USED IN LIEU OF THE
AutoCAD SHX Text
A SCREW HEAD RAIL SPLICE BOLT WITHOUT SHOULDER, BUT WITH
AutoCAD SHX Text RECESS 1/16"x15?16"%%C HEX NUT
AutoCAD SHX Text
7/8" OVAL SHOULDER
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 5/16"
AutoCAD SHX Text 1-5/16"
AutoCAD SHX Text 3-16"
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text
(END POST ONLY)
AutoCAD SHX Text
POST BOLT WASHER
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 11/16"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 1-3/4"
AutoCAD SHX Text 3/16"
AutoCAD SHX Text 7/8"
AutoCAD SHX Text 1"
AutoCAD SHX Text
POST BOLT
AutoCAD SHX Text
5/8" FLAT WASHER
AutoCAD SHX Text
RAIL PLATE
AutoCAD SHX Text
POST BOLT WASHER
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 5/8"
AutoCAD SHX Text 1/4"
AutoCAD SHX Text 1-5/16"
AutoCAD SHX Text
LENGTH TO FIT POST BEING USED
AutoCAD SHX Text 5/16"
AutoCAD SHX Text
CURB, OR BRIDGE END.
AutoCAD SHX Text
POSSIBLE TO BRIDGE PARAPET,
AutoCAD SHX Text
INSTALLED AS CLOSE AS
AutoCAD SHX Text
OBJECT MARKER IS TO BE
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text 4"x4"x9'-0" POST
AutoCAD SHX Text
INSIDE OF RAIL ELEMENT
AutoCAD SHX Text
TO BE FLUSH WITH THE
AutoCAD SHX Text
EDGE OF MARKER PLATE
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
ROADWAY
AutoCAD SHX Text 12"
AutoCAD SHX Text 9'-0"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text
FACE AT NEUTRAL AXIS
AutoCAD SHX Text
AND CUT WASHER ON FRONT
AutoCAD SHX Text
5/8"%%C MACHINE BOLT
AutoCAD SHX Text
GUARD RAIL
AutoCAD SHX Text
METAL BEAM
AutoCAD SHX Text
1/4" PLATE
AutoCAD SHX Text
1/4" WELD
AutoCAD SHX Text
1/4" PLATE
AutoCAD SHX Text
1/4" WELD
AutoCAD SHX Text
HEX NUT FOR 5/8" BOLT
AutoCAD SHX Text
OR BEND TO FIT
AutoCAD SHX Text
EITHER FULL PENETRATION WELD
AutoCAD SHX Text
BOLT ALT.
AutoCAD SHX Text
EYE BOLT
AutoCAD SHX Text
FITTING OR
AutoCAD SHX Text
STD. SWAGED
AutoCAD SHX Text
5/8"%%C BOLT
AutoCAD SHX Text
BOLT ALTERNATIVE
AutoCAD SHX Text
1-3/8" HOLE FOR EYE
AutoCAD SHX Text
PLATE FOR STUDS OR
AutoCAD SHX Text
1/16"%%C HOLE IN 1/2"
AutoCAD SHX Text
EYE BOLT
AutoCAD SHX Text
STUD OR
AutoCAD SHX Text
HEX NUT
AutoCAD SHX Text
1/4" WELD ALL AROUND
AutoCAD SHX Text 1/2"x3"x2-3/4" PLATE, AutoCAD SHX Text 1-3/4"
AutoCAD SHX Text 2-3/4"
AutoCAD SHX Text 2-3/4"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 2"
AutoCAD SHX Text
STANDARD SWAGED FITTING AND STUD
AutoCAD SHX Text
SWAGE CONNECTED
AutoCAD SHX Text
3/4"%%C CABLE TO BE
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 1-5/8"
AutoCAD SHX Text 3/8"
AutoCAD SHX Text 3/8"
AutoCAD SHX Text 5-1/16"
AutoCAD SHX Text 1-15/16"
AutoCAD SHX Text
ENTIRE LENGTH
AutoCAD SHX Text
STUD, THREADED
AutoCAD SHX Text 1"%%cx7" LONG
AutoCAD SHX Text
HOLE
AutoCAD SHX Text
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"
AutoCAD SHX Text
HIGH INTENSITY GRADE
AutoCAD SHX Text
SHEETING #3870-SILVER
AutoCAD SHX Text
3M SCOTCHLITE REFLECTIVE
AutoCAD SHX Text 4"x4" POST
AutoCAD SHX Text
CENTERLINE
AutoCAD SHX Text
ROADWAY
AutoCAD SHX Text
3' MIN
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text
5' MIN
AutoCAD SHX Text
BRIDGE
AutoCAD SHX Text 2"
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
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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:04/03
BRIDGE RAIL RETROFIT PLAN
HOONAH RANGER DISTRICT
ETTER 03/01/04
ETTER 03/01/04
OMAN 04/30/04 11_LANCASTER_RAIL_RETROFIT.DWG
18 25
NOTES:
1. RAIL ELEMENTS AND RAIL HARDWARE SHALL CONFORM TO AASHTO M180 AND BE CLASS A, TYPE 2. STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 AND SHALL BE GALVANIZED TO AASHTO M111 REQUIREMENTS. HARDWARE SHALL
CONFORM TO ASTM 307. REFLECTORS SHALL BE SILVER, HIGH INTENSITY, BOTH FACES.
2. RAIL ELEMENTS SHALL BE LAPPED IN THE DIRECTION OF TRAFFIC ASSUMING TRAFFIC WILL BE OFFSET FROM CENTERLINE TO THE RIGHT EDGE OF ROADWAY. DO NOT SPLICE BOTH LAYERS OF BRIDGE RAIL AT THE SAME POST.
APPROACH RAIL TYP.
SINGLE LAYER RAIL
SEE SHEETS 8 & 9
BRIDGE RAIL TYP.
DOUBLE LAYER RAIL
SEE SHEET 7 DETAIL 5
EXISTING STEEL GIRDER
2'-6" TYP 1'-4" TYP6-'3" TYP
EXISTING 8"x10" TIES @ 20" O.C.
EXISTING 8"x12"x4' SPACER TYP.
EXISTING 12"x12" CONTINUOUS CURB TYP.
EXISTING 3/4"Øx32" BOLT AND NEW 1"Øx32" BOLT W/ WASHER PLATE
AT EACH 8'-11" TIE, SEE DETAILS ON SHEET 7
SEE DETAILS ON SHEET 7
TWO CONTINUOUS LAYERS OF
CLASS A TYPE 2 BRIDGE RAIL TYP.
SCALE:
MODULAR BRIDGE 1/LOCATION 1 BRIDGE RAIL RETROFIT PLAN
1/4" =1'-0"
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 r a i l r e t r o p l a n 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:04/03
BRIDGE RAIL RETROFIT DETAILS
HOONAH RANGER DISTRICT
ETTER 03/01/04
ETTER 03/01/04
OMAN 04/28/04 12_LANCASTER_RAIL_RETROFIT_DETAILS.DWG
19 25
PLATE WASHER
SEE DETAIL THIS SHEET
EXISTING 3/4"Ø BOLT
@ EACH 8'-11" TIE
NEW 1"Ø BOLT W/
MALLEABLE IRON WASHER
@ EACH 8'-11" TIE
'-4
W6x15
2, 11/16"Ø HOLES
3" 6" 3.00" BASE PLATE, 1/2"x1'-0"x1'-0"
1-1/2" 3" 1-1/2"
TRAFFIC FACE
'-0
-1
/2
-1
/2
" TRAFFIC FACE
7" 3"2"
15/16"Ø HOLES TYP.
1/4"
1-1/8"Ø HOLES
-1
/2
2" 3" 2"
1/2" PLATE
EXISTING 8"x12" SPACER
EXISTING 12"x12" CURB
REFLECTOR
'-1
CONTINUOUS
ALL SIDES
4, 7/8"Øx9" LAG BOLTS
@ EACH RAIL POST
W6x15 POST
TWO CONTINUOUS LAYERS OF
CLASS A TYPE 2 BRIDGE RAIL TYP.
EXISTING 8"x10" TIES
SCALE:
ELEVATION W/ RAIL POST
3/4" =1'-0"
SCALE:
ELEVATION W/O RAIL POST
3/4" =1'-0"
SCALE:
ELEVATION W/O RAIL
1-1/2" =1'-0" SCALE:
TRAFFIC FACE
1-1/2" =1'-0"
SCALE:
BASE PLATE
1-1/2" =1'-0" SCALE:
PLATE WASHER
1-1/2" =1'-0"
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
'-4
.0
.0
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 r a i l r e t r o d e t a i l 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
TYPICAL OVERLAY SECTION
HOONAH RANGER DISTRICT
SJC 1/25/05
K. BRAY 1/25/05 TYP_OVERLAY_SECTION.DWG
20 25
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.
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 o v e r l a y s e c t i o n 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
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
TYPICAL SECTIONS - 1
HOONAH RANGER DISTRICT
SJC 1/19/05
K. BRAY 01/2005 TYP_XSECTION.DWG
21 25
TYPICAL THROUGH CUT SECTION
TYPICAL SIDEHILL SECTION
INTERSECTION DETAILS
TURNOUT/PULLOUT DETAILS
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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
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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
TYPICAL CULVERT DETAILS1
DESIGNED: DATE:
DATE:DRAWN:
REVIEWED: DATE:
DATE: REVISION: BY:
PLOT ON 11"X17" PAPER
TONGASS
ENGINEERING & RECREATION TNFTYP:09/04
TYPICAL CULVERT DETAILS - 1
HOONAH RANGER DISTRICT
K. CHERRY DEC 2017
K. CHERRY DEC 2017
RJ, RB FEB 2018 8510 MP9.226.DWG
22 25
HEAD WALL
CLASS 4 RIPRAP
CULVERT AS SHOWN
IN TYPICAL TAIL WALL
CLASS 4 RIPRAP
STREAM FLOW
3.5 FT
NOTE:
1. ROCK SIZE IS NOT TO SCALE
1 V
1.25 H
1 V
1.25 H
L-LINE
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
ROAD PRISM
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
M
P 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
AutoCAD SHX Text U
AutoCAD SHX Text L
AutoCAD SHX Text T
AutoCAD SHX Text U
AutoCAD SHX Text R
24"
" M
IN
CL
RIPRAP,
SEE NOTE 7
EXIST.
STREAMBED
/2
P
IP
E Ø
GRADE OF CMP SHALL BE SAME AS EXISTING
STREAM CHANNEL UNLESS OTHERWISE SHOWN
ON THE DRAWINGS
SUBGRADE
1.25
SELECT BACKFILL MATERIAL FOR BEDDING
REFER TO FP-03 - SECTION 602,
FP-03 - SECTION 209.09, 209.101
" M
IN
" M
IN
/2
P
IP
E Ø
24"
" D
EP
TH
LC SUBGRADE
1.25
VARIABLE SLOPE
EXISTING STREAMBED
1 1/2 PIPE Ø
OR 5' MIN. CATCH BASIN
SELECT BACKFILL MATERIAL FOR BEDDING
REFER TO FP-03 - SECTION 602,
FP-03 - SECTION 209.09, 209.10
CONSTRUCT DITCH BLOCK OF ROCK
WITH 12" MAX. AVERAGE DIAMETER.
HEIGHT OF DITCH BLOCK SHALL BE NO
GREATER THAN THE TOP OF THE CULVERT
25' TAPER EACH SIDE
120°
B
EG
IN
P
R O
JE
C T
EN
D
P R O
JE
C T
CL
TYPICAL CULVERT INSTALLATION AT LIVE STREAMS
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
TYPICAL CULVERT DETAILS - 2
HOONAH RANGER DISTRICT
1/19/05 CORRECTED DWG SJC / KWB
2/23/07 UPDATED SPECS G.BITTORF TYP_CMP_INSTALL.DWG
23 25
POLYETHYLENE (PE) CULVERT
CELL CLASS.
NO. 334433C
0.075" / 14
0.075" / 14
0.060" / 16
0.105" / 12
ALUMINUM
INCH / GAGE
ALUMINUM & STEEL CULVERT CORRUGATIONS
SHALL CONFORM TO THE FOLLOWING:
60 0.079" / 14
0.109" / 12
INCHES
18 TO 36
SIZE
PIPE
STEEL
0.079" / 14
0.064" / 16
MIN.
12'24" 12" 12"24"
5" x 1"
5" x 1" 30" 36" 12"
12" 10' 10'
10'
11' 12'
12"48"
36" 30"
40" 12" 12"
12"
CORRUGATED
CELL CLASS.
NO. 315412C
POLYETHYLENE (PE) CULVERT
PER ASTM D 3350
2 2/3" X 0.5"
2 2/3" X 0.5"
CORRUGATIONS
18"
PIPE
SIZE
Ø
12"
MIN.
COVER
10'
CELL CLASS.
NO. 324420C
MAXIMUM FILL
HEIGHT IN FEET
12'
PIPE
SIZE
Ø
18" 12"
MIN.
COVER
28'22'
26'21'
25' 21'
22' 31' 27'
28'
CELL CLASS.
NO. 335434C
MAXIMUM FILL
HEIGHT IN FEET
18' 24'
RIBBED
TYPICAL CULVERT INSTALLATION FOR DITCH RELIEF
TYPICAL CATCH BASIN WITH DITCH BLOCK
CULVERT SKEW DIAGRAM
PLACE CULVERT IN ALIGNMENT WITH THE NATURAL STREAM
CHANNEL. WHERE NO CHANNEL IS APPARENT INSTALL
CULVERTS AT SKEWS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE C.O.
MINIMUM CULVERT GRADES SHALL BE 5% OR 1/2 OF THE TRIBUTARY DITCH GRADE.
CAMBER WILL DEPEND ON SITE CONDITIONS. MAXIMUM CAMBER IS 2% (STEEL OR ALUMINUM
CULVERTS) OR 1% (POLYETHYLENE CULVERTS) OF CULVERT LENGTH BY NO MORE THAN 2.5-IN AT
CENTER.
CATCH BASIN CONSTRUCTION IS REQUIRED WHEN SHOWN ON THE DRAWINGS AND AT ALL
INSTALLATIONS WHERE THE INLET IS LOWER THAN NATURAL GROUND.
CULVERT INLETS AND OUTLETS SHALL EXTEND 24-IN BEYOND THE TOE OF THE FILL UNLESS AGREED
TO BY THE C.O.
MINIMUM COVER OVER CULVERTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS IS 12-IN.
PLACE RIPRAP AT SITES SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE C.O. MINIMUM WIDTH
OF RIPRAP IS 1.5 PIPE DIAMETERS. CLASS 4 (MIN) SIZE.
THE CONTRACTOR SHALL PROVIDE THE C.O. A LIST OF AS- SLOPE STAKED CULVERT LENGTHS AND
LOCATIONS.
7.
8.
5.
6.
4.
3.
2.
1.
NOTES
MINIMUM WIDTH OF APRON
IS 2 PIPE DIAMETERS.
2018 HOONAH BRIDGE REPLACEMENTS
(85761, 8508, 8510)
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 c m p i n s t a l l 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
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…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it.