ColdwaterCreek Drawings.pdf
PDF 1 MB Posted
- Solicitation number
- AG-4419-S-10-0553
About this file
Coldwater Creek Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Coldwater Prebid Meeting List.pdf | ||
| DBA.pdf | ||
| Standard Specifications.doc | DOC document | |
| SF 1442 Cont _ 0553.docx | DOCX document | |
| Experience_Capability Statement 0553.doc | DOC document | |
| SF 1442 Cover Pg.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
U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE
FOREST REHABILITATION PROJECT
REGION 9
CHEQUAMEGON / NICOLET NATIONAL FOREST
FOREST COUNTY, WISCONSIN
PROJECT MANAGERS:
RECOMMENDED FOR APPROVAL:
INDEX 0F SHEETS
SHEET SHEET TITLE
AMERICAN RECOVERY & REINVESTMENT ACT
NICOLET STREAM CROSSINGS PROJECT
NZ 189-01
Lansing Detroit
Cadillac
Milwaukee Madison
Minneapolis St. Paul
Duluth
Cass Lake
Park Falls
Rhinelander
IOWA
MINN
WISCONSIN
M
IC
H
IG
A N
SUPERIOR
NF
CHIPPEWA
NF HIAWATHA
NFOTTAWA
NF
MANISTEE
NF
HURON
NF
CHEQUAMEGON-
NICOLET NF
La ke
M ich iga n
Lake Superior
Lake
Huron
Canada United States
CANADA
NATIONAL FORESTS IN THE GREAT LAKES AREA
Project Location
TOWNSHIP APPROVAL:
SPECIFICATIONS
STANDARD SPECIFICATIONS FOR CONSTRUCTION
OF ROADS AND BRIDGES ON FEDERAL HIGHWAY
PROJECTS. FP-03 U.S.CUSTOMARY UNITS.
ARRA Project Number - CIM-0913/0915-9EW-349-0913-01 ARRA Project Name - Coldwater Creek - where FR 2404 crosses
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where 2404 crosses
TITLE SHEET
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
U.S.D.A. FOREST SERVICE
CHEQUAMEGON / NICOLET NATIONAL FOREST
SCHEDULE OF ITEMS
PAY ITEM ITEM DESCRIPTION QUANTITY MMPAY ITEM ITEM DESCRIPTION QUANTITY MM
FR 2404 - COLDWATER CREEK CROSSING
UNITUNIT
1.00
65.00
15101
20801
MOBILIZATION
STRUCTURE EXCAVATION
CQ
CQ
L.S.
C.Y.
1.0015713
FABRIC LINER
DIVERSION CHANNEL, SILT FENCE,
SOIL EROSION, POLLUTION CONTROL, CQ L.S.
160.00
165.00
2.00
20415
20701
20301
UNSUITABLE EXCAVATION
EARTHWORK GEOTEXTILE, TYPE II-A,
REMOVAL OF STRUCTURES, CUVLERT PIPES,
FABRIC FILTER CLOTH
DISPOSAL METH. (a) REMOVAL FROM PROJECT.
CQ
CQ
CQ
C.Y.
S.Y.
EA.
75.0020803 STRUCTURE BACKFILL, BORROW
(GOV'T SOURCE)
CQ C.Y.
40.0020802
3/4" - 1-1/2" CLEAN WASHED STONE
FOUNDATION FILL, SELECT BEDDING CQ C.Y.
NZ189-02
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
SCHEDULE OF ITEMS
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
U.S.D.A. FOREST SERVICE
(COMMERCIAL SOURCE)
SCHEDULE OF ITEMS (2)
1.0063501 TEMPORARY TRAFFIC CONTROL CQ L.S.
50.0030111 AGGREGATE SURFACE COURSE,
COMPACTION _ "e" .
(GOV'T SOURCE)
CQ C.Y.
0.2062501
TURF ESTABLISHMENT, SEEDING
DRY METHOD CQ ACRE
488.00
400.00
40950
62901
ASPHALT SURFACE TREATMENT,
ROLLED EROSION CONTROL BLANKET
THICKNESS: 2C
DOUBLE LAYER, CHIP SEAL.
TYPE: ENS2 OR EQUAL
CQ
CQ
S.Y.
S.Y.
BOX CULVERT, 12'-7" SPAN, 5'-2" RISE, x
31.5', FULL INVERT, HEAD WALLS, WING
WALLS, & TOEWALLS, HS25 LOADING
1.00 CQ L.S.60306
1.0030329 ROAD RECONDITIONING, ROADWAY
(INCLUDES BREAKING UP EXISTING CHIPSEAL) CQ L.S.
PLACED RIPRAP
PLACED RIPRAP
CLASS 2
CLASS 4
15.00
35.00
CQ
CQ
C.Y.
C.Y.
25101B
25101A
NZ189-03
PAY ITEM ITEM DESCRIPTION QUANTITY MMPAY ITEM ITEM DESCRIPTION QUANTITY MM
FR 2404 - COLDWATER CREEK CROSSING
UNITUNIT
STRUCTURAL PLATE STRUCTURE, ALUMINUM
CONSTRUCTION TOLERANCE "B"
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
SCHEDULE OF ITEMS
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
CONSTRUCTION NOTES:
MINOR AMOUNTS OF CLEARING AND GRUBBING MAY
BE NEEDED. BRUSH AND LIMBS RESULTING FROM
CLEARING SHALL BE CUT AND SCATTERED SO AS TO
LIE WITHIN 2' OF THE GROUND.
(INCLUDED IN PAY TIEM 30329 - RECONDITIONING OF ROADBED)
TYPICAL ROAD DETAIL
TYPICAL CROSS SECTION
1.5' DEPTH
24' WIDE OVER CULVERT
TO 20' WIDE EXISTING
ROAD
PROVIDE UNOBSTRUCTED
FLOW TO CULVERT AT TOE
OF SLOPE AND IN
EXISTING DITCHES.
RECYCLED PAVEMENT
& MULTIPLE LAYER
ASPHALT TREATED
AGGREGATE COURSE
2:1 SLOPE
0.02 FT/FT
SECTION 602 CULVERTS AND DRAINS
DIVISION 600 INCIDENTAL CONSTRUCTION
USE CLASS 4 AROUND PIPE & ON SLOPES.
USE CLASS 2 IN DRAINAGE DITCHES
CULVERT INSTALLATION - CULVERT PLACEMENT
AND BEDDING SHALL BE APPROVED BY THE
ENGINEER BEFORE BACKFILLING BEGINS.
BREAKUP EXISTING PAVEMENT TO DEPTH OF AGGREGATE.
STOCKPILE RECYCLED MATERIAL AND PLACE ON ROAD AFTER
INSTALLATION OF THE BOX CULVERT.
RESHAPE SHOULDERS AND CONSTRUCT DITCHES, USE
EXCAVATED MATERIALS ON SLOPES. NO MATERIALS SHALL BE
WASTED OUTSIDE OF THE CLEARING LIMITS UNLESS APPROVED
BY THE ENGINEER. CONSTRUCT DRAINAGE DITCHES TO DIRECT
RUNOFF AWAY FROM THE ROAD.
(INCLUDED IN PAY ITEM 30329 - RECONDITIONING ROADBED)
CRUSHED AGGREGATE MATERIAL FOR BEDDING AND
SURFACING SHALL BE OBTAINED FROM SOURCES AS
SHOWN ON THE DRAWINGS. GRADATION FOR CRUSHED
AGGREGATE SHALL BE GRADE "D" OR EQUAL IF HAULED
FROM A COMMERCIAL SOURCE.
SECTION 251 RIPRAP
SECTION 303 ROAD RECONDITIONING
DIVISION 200 EARTHWORK
DIVISION 300 AGGREGATE COURSES
PROVIDE 50' TRANSITION FROM CULVERT
DITCH SECTION
WITH RIPRAP
RESHAPE DITCHES ON BOTH SIDES
OF THE ROAD, PLACE NON-WOVEN
FABRIC SEPERATION BEFORE LAYING
RIPRAP. (FABRIC INCLUDED IN ITEM 25101)
BREAKUP EXISTING CHIPSEAL,
RECYCLE & PLACE ON ROAD
WIDTH VARIES
WITH FIELD
CONDITIONS
2' DITCH BOTTOM
1.5' DEPTH FROM AGGREGATE SUBGRADE
RECYCLED
PAVEMENT
CHIP SEAL SURFACE
NEW
AGGREGATE
NZ189-04
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
TYPICAL ROAD DETAIL
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
90 90
95 95
100 100
105 105
110 110
0+00 1+00 2+00 3+00 4+00 5+00 6+00
0+00
0+50
1+00
1+ 50
2+00
2+50
3+0 0
3+50
REMOVE LARGE WILLOW TREE @ OUTLET END OF CULVERTS,
TREE, STUMP, AND SLASH TO BE REMOVED FROM SITE.
PROVIDE DIVERSION CHANNEL
DURING CULVERT INSTALLATION,
INCLUDED IN SECTION 157, SEE
TYPICAL DRAWINGS. PUMPING METHODS
MAY ALSO BE USED IN LIEU OF
DIVERSION CHANNEL.
WITHIN THE WORK AREA; 1)REMOVE EXISTING PAVEMENT
2)PROVIDE DIVERSION CHANNEL OR SHEET PILING / PUMPING
3)PERFORM STRUCTURE EXCAVATION, PIPE INSTALLATION, BACKFILL & RESURFACE
PLACE CY'S CRUSHED AGG
OVER NEW CULVERT
AL
UM
IN
UM
B O
X
CU
LV
ER
T, H
W
W
St a
3+
I
N
ST
AL
L
7" x
2" x
1.5
SIZE 12'-7" x 5'-2" x 31.5' ALUMINUM
BOX CULVERT WITH FULL INVERT,
HEAD WALLS, & WING WALLS
SEE "PLAN VIEW - PAGE 06" AND
"TYPICAL SQUARE END - PAGE 07"
FOR INSTALLATION.
BM - SPIKE IN 18" RED PINE TREE,
ELEV 100.00'
WORK AREA
CULVERT REPLACEMENT CONSTRUCTION NOTES:
4+00
4+50
5+00
FILL MATERIALS ARE CONFINED TO
THE ROAD RIGHT-OF-WAY & NF LANDS
HAUL AGGREGATE FROM STOCKPILE
IN THE LONG LAKE PIT.
PLACE GRASS SEED ON SLOPES
BEFORE LAYING EROSION CONTROL
BLANKETS.
DIVERTING THE STREAM, SANDBAGGING, DEWATERING,
AND PUMPING, SHALL BE INCLUDED IN PAY ITEM 15713.
EROSION CONTROL METHODS:
PLACE SILT FENCE PRIOR TO INSTALLATION
PLACE EROSION CONTROL BLANKET ON
SLOPES AFTER INSTALLATION
PAY ITEMS -
TOTAL CULVERT EXCAVATION & BACKFILL IS 300 CY'S
-- 160 CY OF ORGANIC AND UNSUITABLE,
-- 65 CY OF EXCAVATION REUSED AS FILL,
-- 75 CY BACKFILL FROM GOV'T SOURCE
UNSUITABLE MATERIAL MAY BE
USED ON SLOPES, ON THE SITE
AS APPROVED BY THE ENGINEER.
SCR 204.14
PROVIDE TRAFFIC CONTROL AND DETOUR SIGNING WHILE
THE ROAD IS CLOSED FOR CULVERT REPLACEMENT.
Coldwater Creek
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
NZ 189-05PLAN & PROFILE
SCALE: AS SHOWN
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
U.S.D.A. FOREST SERVICE
CHEQUAMEGON / NICOLET NATIONAL FOREST
LOCATE ALL UTILITIES BEFORE
STARTING ANY EXCAVATION WORK.
FR 2404
L
SHOULDER
BOX CULVERTC
PLACE CLASS 4 RIPRAP ALONG CREEK BANK BELOW
WINGWALL AT ALL FOUR (4) CORNERS ~ 20 CYS.
PLACE CLASS 4 RIPRAP 5' OUT FROM TOEWALLS ON
INLET AND OUTLET TO 1' DEPTH ~ 10 YDS
CONTOUR LINES DRAWN TO SHOW APPROXIMATE
STREAM BANK, WETLAND & UPLANDS.
PROVIDE TRANSITION BACK TO EXISTING ROAD.
(SEE ROAD TYPICAL - PAGE 04) (50' BOTH DIRECTIONS)
THE ANGLE OF THE CORNER PANELS AND
WING PANELS SHALL BE "AS DETERMINED
IN THE FIELD BY THE ENGINEER AND
MANUFACTURER" PRIOR TO CULVERT
FABRICATION.
DUAL DEADMAN
ANCHORS
PANELS
EXISTING CULVERT PIPES
WING & CORNER
2+50
3+50
3+00
PAVED AREA
CREEK
COLDW
ATER
SHOULDER
FR 2404
ARMOUR STREAM BANK
@ END OF DITCH
REMOVE LARGE
WILLOW TREE
PLACEMENT OF SILT FENCE ~
APPROXIMATELY 200' REQUIRED.
CLASS 4 RIPRAP
ALONG STREAM
BANK, 20' LONG, 5 CY's
CONSTRUCT
DITCH &
PLACE CLASS 2
RIPRAP,
20' LONG
5 CY's
CLASS 2 RIPRAP ALONG ENTIRE DITCH
TO STREAM, 50' LONG, 10 CY's, Backslope
BM - 18" RED PINE TREE
ELEVATION 100.0'
PLUNGE
POOL
FILL SLOPE
Ditch Line
UPLAND
UPLANDUPLAND
UPLAND
OVERHEAD POWER LINE & BURIED TELEPHONE LINE
WETLAND
SILT FENCE
SILT FENCE
NZ189-06
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
PLAN VIEW
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
ROD
ROD
ANCHOR
ANCHOR
RIB SPLICE
DOWNSTREAM END
4" CRUSHED AGGREGATE,
RECYCLED PAVEMENT &
DOUBLE LAYER CHIPSEAL
STRUCTURE
BACKFILL
2' TOE WALL2' TOE WALL ON
HALF ROADWAY WIDTH
DEPTH OF COVER
THE ENTIRE PIPE
30" LAYER UNDER
2.5 FEET
INVERT ELEV. 88.30'
WASHED STONE, WRAPPED
WITH WOVEN FILTER FABRIC.
FULL INVERT
USE 3/4" TO 1-1/2" CLEAN
With Full Invert, Aluminum Headwall & Wingwall Panels HS - 25 Loading, Min Cover 1.4', Max Cover 4.0' Size 12'- 7" x 5'- 2" x 31.5' Aluminum Box Culvert
COLDWATER CREEK - ALBC INSTALLATION
0.0
12.0' LANE WIDTH
5.0 10.0 15.0 20.083.00
84.00
86.00
85.00
87.00
89.00
88.00
91.00
92.00
90.00
93.00
94.00
95.00
96.00 CROWN RIBS
HEADWALL
ALUMINUM
CORRUGATED
RIBS VARY IN
NUMBER AND SIZE
FOR LOADING
REQUIREMENTS HAUNCH RIBS
SHOULDER
SURFACE ELEV. 96.1'
PROVIDE A 2' COMPACTED AGGREGATE SHOULDER
WHEN PAVED SURFACE IS REQUIRED,
MINIMUM COVER/
CROWN RIBS
HAUNCH RIBS
NZ189-07
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
ALBC INSTALLATION
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
U.S.D.A. FOREST SERVICE
MAXIMUM COVER
NZ189-08
INVERT ELEVATION 88.3'
NORMAL WATER ELEVATION
IN NEW CULVERT
12'-7" x 5'-2" x 31.5' ALUMINUM BOX CULVERT
2' TOE WALL PLATE, PROTECTION FROM
UNDERMININING
EXISTING ROAD SURFACE
CORNER & WING PANELS
EMBEDDED IN GROUND
EXISTING CULVERT PIPE
EXISTING ROAD SURFACE
ELEVATION 96.1
FINISHED ROAD SURFACE
ELEVATION 96.0
20'-7" X 5'-3" Opening
St a
3+
CUBIC YARDS OF BORROW BACKFILL - 75
EXCAVATION & FILL MATERIALS WILL BE CONFINED TO THE ROAD ROW.
CUBIC YARDS OF ORGANIC & UNSUITABLE MATERIAL - 160
ACRES DISTURBED BY THE PROJECT - LESS THAN 1/2 ACRE
CUBIC YARDS OF EXCAVATION - 65
96.00
84.00
86.00
94.00
92.00
88.00
90.00
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
END VIEW
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
Headwall / Wingwall Detail
3. HEIGHT OF HEADWALL LISTED PERMITS APPROXIMATELY 24" ENTRENCHMENT DEPTH BELOW THE INVERT.
ALL HEADWALL PANELS MUST BE TRENCHED INTO EXISTING GROUND. IF STABLE ROCK FOUNDATION IS
4. NUMBER OF CORNER PANELS AND ADDITIONAL WING PANELS DETERMINED IN THE FIELD WITH MANUFACTURER.
5. THE DEGREE OF HORIZONTAL ROTATION ON THE WINGWALL SHALL BE DETERMINED IN THE FIELD WITH THE MANUFACTURER PRIOR TO CULVERT FABRICATION AND DELIVERY. THIS ANGLE SHOULD NOT EXCEED 90 DEGREES.
6. HEADWALL CAP MUST BE FIELD-DRILLED AND BOLTED TO THE HEADWALL PANELS. SEE ASSEMBLY DRAWINGS FOR MORE DETAILS.
7. STANDARD HEADWALLS SHOWN ARE FOR VERTICAL AND SQUARE ORIENTATION ONLY. ANY DESIGN, OTHER THAN VERTICAL AND SQUARE
8. IF SIDE SLOPE IS FLATTER THAN 2:1, A DOUBLE TIEBACK ASSEMBLY IS REQUIRED FOR EACH DEADMAN.
9. STANDARD HEADWALLS ARE SHOWN. HS-25 WHEEL LOADS MUST BE KEPT A MINIMUM OF 36" FROM THE WALL FACE.
10. CENTER OF DEADMAN ANCHOR IS PLACED 9" BELOW CENTER OF WALE BEAM.
11. THE CROWN RIB USED TO CONNECT THE HEADWALL MUST BE ORIENTED SO THAT THE FLAT SURFACE IS FACING AWAY
FROM THE HEADWALL. THIS MAXIMIZES THE LOAD CARRYING CAPABILITY OF THE CONNECTION
ENCOUNTERED, THE PANELS MAY BE TRIMMED AND PLACED INTO A CEMENT-GROUTED KEYWAY.
1. ALL PANELS ARE FABRICATED FROM ALUMINUM STRUCTURAL PLATE AS SPECIFIED IN ASTM B746.
ORIENTATION, MUST BE REVIEWED BY THE DESIGN ENGINEER.
NOTES - HEADWALL
HEADWALL ANCHOR ROD
TO STRUCTURE FROM CAP
(SEE SECTION A-A ~ next page)
ALUMINUM DEADMAN ANCHOR
REQUIRED IN CENTER OF EACH
PANEL WITHIN A WINGWALL.
L BOX CULVERT
PLAN VIEW
ANCHOR ROD
WALE BEAM
VERTICAL JOINT
STRUCTURAL PLATE
PLAN THROUGH
HEADWALL
HEADWALL
C
SPECIFIED FOR EACH WINGWALL
WITH MANUFACTURER's FIELD VERIFICATION.
(4'-6"TYP.)
CORNERPANEL
ELBOW
TRUE CAP LENGTH TO BE
HEADWALL CAP
OF HEADWALL
PLAN AT TOP
CAP
3"
CROWN RIB CAP
VARIES
EACH CORNER
WING PANEL
ONE
(4'-9"TYP.)
VERTICAL JOINTCL
DUAL DEADMAN
ANCHORS
PANEL
WING
PANEL
CORNER
A
A - PAGE 11
NZ189-09
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
END PLAN VIEW
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
PANEL ENTRENCHMENT
ADDITIONAL WING PANEL
(4'-6" TYPICAL)
(4'-9" TYPICAL)
(EACH SIDE IF
TYPICAL HEADWALL ELEVATION
HEADWALL WIDTH (ALWAYS 90° TO STRUCTURE CENTERLINE)
12' 7"
(FOUR WINGWALLS TOTAL)
CULVERT HEADWALL
ONE (1) WING PANEL
AND FITTED TO BOX
ONE (1) CORNER PANEL AND
RIB TO BE PUNCHED
EACH WINGWALL SHALL HAVE
FILLER REINFORCING
C
VERTICAL
JOINT
L
REQUIRED)
CORNER
PANEL
WALE BEAM
ARE ACCORDING
ACCORDING
TO MANUFACTURERS
TO MANUFACT.
SPECIFICATIONS
SPECIFICATIONS
DIMENSIONS
DIMENSION
DEADMAN
ANCHOR
END PANELS
4'-6"
3"
(TYPICAL)
INVERT PLATE
RIB
(TYPICAL)
REINFORCING
HEADWALL
ANCHOR ROD
CAP
PANELS
5' 2"
CENTER
VARIES CORNER PANEL
ELBOW CAP
WALE
BEAM
WINGWALL
CORRUGATED
2' TOEWALL
FULL INVERT WIDTH
ALUMINUM FULL INVERT OPTION
RISE 5'-2"SPAN 12'-7"
Coldwater Creek Crossing
NZ189-10
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
HEADWALL DETAIL
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
A N
CH
O
R
RO
D
AT
TA
CH
M
EN
T
PI
EC
E
GE
O
TE
XT
IL
E
CO
RR
UG
AT
ED
C
RO
P
LA
TE
HE
AD
W
AL
L
CA
P
AN
CH
O R
RO
D
AL
UM
IN
UM
B
RA
CI
N
G
AS
SE
M
BL
Y
CO
RR
UG
AT
ED
H
EA
DW
AL
L
RE
IN
FO
RC
IN
G
RI
B
RE
IN
FO
RC
IN
G
RI
B
Se ct io n
A- A
HE
AD
W
AL
L
BR
AC
IN
G
ROADWAY BACKFILL (6" layers)
COMPACTED NORMAL
BO
X
CU
LV
ER
T
TY
PI
CA
L
BA
CK
FI
LL
C
RO
SS
S
EC
TI
ON
LC
FO
UN
DA
TI
O
N
FU
LL
IN
VE
RT
UN
DI
ST
UR
BE
D
EM
BA
N
KM
EN
T
N
AT
UR
ALO
F
CO
VE
R
(3 0"
M in
HE
IG
HT
'7
4'
4'
EX
CA
VA
TI
O N
/ B
AC
KF
IL
L
CO
LD
W
AT
ER
C
RE
EK
C
RO
SS
IN
G
P
AY
M
EN
T
VO
LU
M E
LI
M
IT
S
FO
R
ST
RU
CT
UR
AL
E
XC
AV
AT
IO
N
ST
RU
CT
UR
E
EX
CA
VA
TI
O
AN
D
BA
CK
FI
LL
Q
UA
N
TI
Y
DO
ES
T
IN
CL
UD
E
AM
O
UN
T O
UT
SI
DE
F
VE
RT
IC
AL
P
LA
N
ES
ST
RU
CT
UR
E
EX
CA
VA
TI
O N
B
EL
IN
VE
RT
O F
EX
IS
TI
N
G
CU
LV
ER
T
PI
PE
S
AN
D
TO
F
O
UN
DA
TI
EL
EV
AT
IO
N
I S
ES
TI
M
AT
ED
AS
U N
SU
IT
AB
LE
M
AT
ER
IA
L.
NZ189-11
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
BRACING/BACKFILL VIEW
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
4- 1/
2" 1-
1/ 2"
1- 1/
2"
7/8"
1-1/2"
7/8"
1-1/2"+--+
-1-1/2"
1-3/4" 1-3/4"
1-1/2"
CORNER HOLES ARE SLOTTED
7/8'' x 1-1/8'' IN ALL FOUR CORNERS
LONGITUDINAL HOLES
7/8" DIA. @ 4-1/2" O.C.
CIRCUMFERENTIAL HOLES
7/8" x 1-1/8" SLOTTED
@ 9.625" O.C.
GR
O
SS
W
ID
TH
9"
ET
W
ID
TH
6"
NOTES :
PLATES ARE TO BE FABRICATED FROM AN ALUMINUM ALLOY WITH MATERIAL PROPERTIES THAT CONFORM
TO AASHTO M219 AND ASTM B209 SPECIFICATIONS.
DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES.
1.
2.
2.25" NOMINAL
RADIUS
2.50"
DEPTH
NET LENGTH
GROSS LENGTH
INSIDE SURFACE
OUTSIDE SURFACESTRUCTURAL PLATE
FLOW
BOLT & NUT
9" PITCH
3. ADDITIONAL ROWS OF CIRCUMFERENTIAL HOLES ARE TO BE FURNISHED FOR REQUIRED REINFORCING RIBS.
IN
SI
DE
S
UR
FA
CE
9" x 2-1/2" CORRUGATION
INVERT
STANDARD PLATE DETAIL
THICKNESSES:
THICKNESS OF CROWN PLATES ~ 0.175"
THICKNESS OF HAUNCH PLATES ~ 0.175"
Coldwater Creek Crossing
NZ189-12
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
INVERT PLATE DETAIL
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
LOCATION MAP ---
LONG LAKE
GRAVEL PIT
Cold wate r C ree k
St at e Hw y
O ld
H wy
SW 1/4 - Sec 25 - T39N - R14E
NZ189-13
CIM-0913/0915-9EW-349-0913-01 Coldwater Creek - where FR 2404 crosses
LOCATION MAP
SCALE: NONE
DRAWN BY: STEVE SPRISTER 01/15/2010
REVIEWED BY: ____________________________
COLDWATER CREEK CROSSING @ FR 2404
U.S.D.A. FOREST SERVICE
CHEQUAMEGON / NICOLET NATIONAL FOREST
FR
XO
PROJECT
LOCATION
FR 2168
File details come from the government source that posted it. Updated .