Amendment_001_FAWN_CREEK-Final_AOP_Drawings.pdf
PDF 7 MB Posted
- Attached to
- Fawn Creek AOP Federal contract opportunity
- Solicitation number
- 1205GG19R0001
About this file
Amendment 001 Revised Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Fawn_Creek_AOP_RFP_Amendment_003.pdf | ||
| Fawn_Creek_Amendment_003.pdf | ||
| Fawn_Creek_AOP_Amendment_002.pdf | ||
| Fawn_Creek_Amendment_001.pdf | ||
| Amendment_001_FSSS_Fawn_Creek_AOP_19_Rd_MP_10-6.pdf | ||
| Fawn_Creek_AOP_Attachments_1-6.zip | ZIP file | |
| Fawn_Creek_AOP_RFP.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/1
9 1 3:
D
OM
IN
IC
.N
UD
O
P:
\P
DX
P
RO
JE
CT
S\
\18 -0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K 1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\
C-
_F
AW
N
CR
EE
K-
VI
CI
NI
TY
M
AP
.D W
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
VICINITY MAP
03/15/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-02
011002
FAWN CREEK VICINITY MAP
PROPOSED 32' x 9' x 59'
3-SIDED BOX CULVERT
FEET
0 2,000 4,000
HIGHWAYS AND ROADS:
Interstate
U.S.
State
County
National Forest, suitable for passenger cars
National Forest, suitable for high clearance vehicles
National Forest Trail
Highway
Road, Unspecified
Road, Paved
Road, Gravel
Road, Dirt
Unimproved, 4 wheel drive
Road, Closed
Trail
T
O
H
I
G
H
W
A
Y
SURPLUS
MATERIAL
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
AutoCAD SHX Text E
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /19
:2
7 P
AU
L.
KN
OX
P
:\P
DX
P
RO
JE
CT
S\
\18
-0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K
1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\ C-
_F
AW
N
CR
EE
K-
QU
AN
TI
TI
ES
.D W
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
ESTIMATE OF
QUANTITIES
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-03
011003
Estimate of Quantities
Pay Item Description
Method of
Measure Unit
Quantity
Remarks
15101 Mobilization LSQ LS All Req'd Mobilization is for all sites.
15201 Construction Staking, Method 2, Tolerence Class A LSQ LS All Req'd
15713 Soil Erosion & Pollution Control LSQ LS All Req'd Includes jobsite erosion, sediment and pollution control. Site dewatering separate as item 15761.
15761 Dewatering Structures CQ EA 1 Submit a complete plan with bid which includes a detailed plan and timeline of how stream diversion and site dewatering and fish removal/relocation will be implemented and executed. All work incidental to 15761.
20301 Removal of Existing CMP, Disposal Method A LSQ LS All Req'd Includes removal of existing CMP and disposal off of the National Forest lands.
20407 Roadway Excavation, Compaction Method B CQ CY 220 Remove existing roadway material down to the correct elevation to provide new 6" aggregate base and 3" asphalt. Removed asphalt to be disposed legally off of government land. Soil materials that are unsuitable for embankment construction shall be hauled to surplus material stockpile.
20417 Embankment Construction, Compaction Method B CQ CY 950 Suitable material from on site meeting criteria of select borrow is acceptable.
Includes furnishing and hauling of any required imported select borrow material
20801 Structure Excavation CQ CY 1892 Suitable material may be used for Embankment Construction.
20803 Structural Backfill CQ CY 736 Includes hauling of any required imported structural backfill material
25102 Placed Riprap Rock, Class 5 CQ Ton 75 Furnish and install as shown on drawings.
30202 Aggregate Base, Method 2 CQ Ton 390 Grading designation D (base) WSDOT Crushed Surfacing Base Course (CSBC), 1-1/4"-0" is an acceptable substitute.
40301 HMAC Type 1, Grading 3/4" CQ Ton 230 WSDOT Class B, Dense Graded (acceptable substitute). Removal of existing surface is incidental, all joints must be saw cut. Striping is incidental to this item.
55305 Precast Concrete Member- 60' Footings LSQ LS All Req'd Furnish and install footings and all incidental items.
60205 Precast Concrete Box Culvert Installation, 32' x 9' x 59' CQ LF 59 Furnish and install box culvert per plan and in accordance with manufacturer's specifications.
63501
Temporary Traffic Control
LSQ LS All Req'd
Submit traffic control plan to be approved prior to work.
62552 Seeding and Mulching, Dry Method LSQ LS All Req'd Furnish and place on all disturbed areas, approximately 0.25 acres.
64802A Streambed Channel Rock, Rock Size 1-3, Method C CQ Ton 90 Furnish and install as shown on drawings.
64802B Simulation Rock, Class 12, Method A CQ Ton 350 Furnish and install as shown on drawings.
ABBREVIATIONS
AQ ACTUAL QUANTITY
CY CUBIC YARD
LSQ LUMP SUM QUANTITY
LS LUMP SUM
NR NOT REQUIRED
SY SQUARE YARD
CQ CONTRACT QUANTITY
LF LINEAR FEET
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
0 0
TP-2
TP-1
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /19
:5
5 P
AU
L.
KN
OX
P
:\P
DX
P
RO
JE
CT
S\
\18
-0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K
1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\ C-
_F
AW
N
CR
EE
K-
SI
TE
P
LA
N.
DW
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
SITE PLAN
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-04
011004
REMOVE EXISTING 5X3 CMP CULVERT. PAY
ITEM 20301
INSTALL 32' X 9' PRECAST BOX
CULVERT, 23° SKEW ANGLE
PAY ITEM 60205
FR 1900
F
A
W
N
C
R
E
E
K
CP #7
CP #2
CP #1
N
O
M
NOTES:
1. STRUCTURE ALIGNMENT STAKED BY CONTRACTOR PAY ITEM 15201.
2. STRUCTURE CENTERED ON THE EXISTING ROAD CENTERLINE.
3. STRUCTURE SET TO GRADE AS INDICATED IN STRUCTURE DETAILS.
4. ROAD SHALL BE CLOSED DURING STRUCTURE INSTALLATION.
5. SEED AND MULCH ALL DISTURBED AREAS NOT COVERED BY ROAD SURFACING
WITHIN 10 DAYS OF COMPLETION OF WORK. PAY ITEMS 62552.
6. AVERAGE BANK FULL WIDTH AT STRUCTURE= 23.9'
INSTALL CLASS 5
RIPRAP ARMOR, TYP
PAY ITEM 25102
STA 1+50 - BEGIN NEW
ROADWAY, MATCH EXISTING
WIDTH AND SHOULDERS AT
NEW FINISHED GRADE AS
SHOWN ON PROFILE SEE SHEET
C-05. PAY ITEMS 20407, 30202
AND 40301
STA 7+20 - END NEW
ROADWAY CONSTRUCTION.
PAY ITEMS 20407, 30202 AND
40301
TABLE OF CONTROL POINTS
CONTROL POINT NORTHING EASTING ELEVATION DESCRIPTION
CP#1 637,092.18 1,452,280.62 3,164.17 REBAR & ALUMINUM CAP
CP#2 637,147.03 1,452,075.67 3,163.79 REBAR & ALUMINUM CAP
CP#7 637,209.59 1,451,566.74 3,172.09 PKNAIL IN ASPHALT
CONSTRUCTION NOTES
1) PERFORM CONSTRUCTION IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL
LANDS FP-14 US CUSTOMARY UNITS. EXCEPT AS MODIFIED BY SUPPLEMENTAL SPECIFICATIONS AND CLAUSES IN THE CONTRACT DOCUMENT OR THE
PLANS.
2) WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS FOR USE WITH CONSTRUCTION ACTIVITIES, MAY
BE OBTAINED FROM FAWN CREEK OR LITTLE NACHES RIVER. ENSURE PROPER WATER DRAFTING PROTOCOLS ARE MET.
3) QUANTITIES DO NOT INCLUDE EXCAVATION FOR EQUIPMENT ACCESS TO THE BOTTOM OF THE EXCAVATION AREAS. ALL EXCAVATION AND OTHER
WORK FOR ACCESS IS INDIRECT TO PAY ITEMs 20407 AND 20801.
4) PRIOR TO DIGGING, CALL "DIG SAFELY WASHINGTON" 1-800-424-5555. LOCATING AND PROTECTION OF ALL UTILITIES (PUBLIC & PRIVATE) IS THE
RESPONSIBILITY OF THE CONTRACTOR.
5) CONTRACTING OFFICER APPROVAL IS REQUIRED PRIOR TO THE PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR LEVELING COURSE OF ANY
STRUCTURE, STREAM FLOW THROUGH TEMPORARY BYPASS OR OVER NEWLY CONSTRUCTED STREAMBED, CRUSHED AGGREGATE BASE/SURFACING, AND ASPHALT CONCRETE.
6) REMOVE ALL CONSTRUCTION RELATED REFUSE FROM FEDERAL LAND PRIOR TO FINAL ACCEPTANCE.
7) REPAIR ANY DAMAGE TO THE EXISTING ROAD SYSTEM DUE TO CONTRACTOR'S OPERATIONS, INSIDE OR OUTSIDE THE PROJECT BOUNDARY, AT THE
CONTRACTOR'S EXPENSE, PRIOR TO THE FINAL ACCEPTANCE.
8) CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY, UNLESS OTHERWISE SHOWN ON THE PLANS OR APPROVED BY THE CONTRACTING
OFFICER.
9) STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CONTRACTING
OFFICER.
10) DEPTH OF SOIL, AGGREGATE AND ASPHALT CONCRETE ARE GIVEN AS FINAL COMPACTED DEPTHS.
11) PLACE ALL RIPRAP BY MACHINE OR HAND; DO NOT SIDE CAST OR END DUMP.
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
LOCATION OF GEOTECHNICAL TEST PIT,
TYP. SEE SHEET C-11
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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
( IN FEET )
AutoCAD SHX Text
GRAPHIC SCALE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1"=60'
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
0.76%
-1 .9
-1.00%
-0.50%
-1 .5
.4
0.80%
260' VC
PVI = 3164.14
PVI STA = 5+90.00
K = 81.39
B V
C S
B V
C E
E V
C S
E V
C E
L O
W
P
T
E L
V
G R
A D
E
B
R E
K
S
E L E
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L E
G R
A D
E
B
R E
E L E
C L
O
F
A
P
R
U C
T U
R E
S T
A
R
T
T O
P
O
F
S
L A
B
E
L E
V
C L
O
F
R
O A
D W
A Y
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 6/1
9 0 1:
P
AU
L.
KN
OX
P :\P
DX
P
RO
JE
CT
S\
\18 -0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K 1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\
C-
_F
AW
N
CR
EE
K-
PR
OF
IL
ES
.D W
G;
ROAD PROFILE
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
ROAD PROFILE
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-05
011005
SCALE: 1"=60' HORIZ, 1"=10' VERT.
FAWN CREEK
ROAD PROFILE
PROPOSED
AOP STRUCTURE
EXISTING ROAD
GRADE AT MATCH
EXISTING ROAD
GRADE AT MATCH
B E
G
C
N
S T
R U
C T
I O
N
E N
D
C
O N
S T
R U
C T
I O
N
EXISTING GROUND
AT C/L OF ROAD
EXISTING
CULVERT
FINISHED GRADE AT
C/L OF ROAD
EXCAVATION LIMIT
PAY ITEM 20801
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
Q100 (COMBINED FAWN CREEK
& LITTLE NACHES RIVER)
3,164.14
3,160.50
3,161.50
NATIVE SOIL
WOVEN SEPARATION
GEOTEXTILE INCIDENTAL
TO PAY ITEM 55305
CRUSHED AGGREGATE
INCIDENTAL TO PAY
ITEM 55305
STREAMBED MATERIAL, SEE
SHEET C-09. PAY ITEM 64802B
PRECAST CONCRETE
3-SIDED BOX
PAY ITEM 60205
ROAD SURFACE
MIN 1'-0'' ABOVE TOP OF
PRECAST CONCRETE
DECK AT ALL POINTS
(C/L OF EXIST. ROAD=3,167.04)
C/L OF ROAD AT C/L OF STRUCTURE= 3,169.46
12" MIN
STREAMBED CHANNEL ROCK,
SEE SHEET C-09 FOR DESIGN.
PAY ITEM 64802A
Q100 FAWN CREEK ONLY
PRECAST CONCRETE
FOOTING,
PAY ITEM 55305
3,157.50
3,154.00
3,152.50
IMPORTED
EMBANKMENT
MATERIAL
PAY ITEM 20417
6" MIN (TYP)
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 8/1
9 0 8:
P
AU
L.
KN
OX
P :\P
DX
P
RO
JE
CT
S\
\18 -0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K 1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\
C-
_F
AW
N
CR
EE
K-
AO
P
ST
RU
CT
UR
E
DE
TA
IL
S.
DW
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
AOP STRUCTURE
DETAILS
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-06
011006
32' FLOW WIDTH
HMAC PAVEMENT,
PAY ITEM 40301
1/2 THE NEW
STRUCTURE SPAN
1/2 THE NEW
STRUCTURE SPAN
T
F
F
L
O
P
E
T
Y
P
NOTE:
FILL SLOPE IS HAND PLACED CLASS 5 RIPRAP PAY ITEM 25102. THE RIPRAP ARMOR
WILL BE A MINIMUM OF 2.5 FT THICK. BOTH THE INLET AND OUTLET SLOPE WILL BE
CONSTRUCTED TO THE SAME DIMENSIONS.
BACKFILL & KEY TOE OF
THE RIPRAP INTO THE
GROUND PAY ITEM 25102
DECK OF
STRUCTURE
CLASS 5 RIPRAP, PAY
ITEM 25102
22' ROAD WIDTH
PRECAST STRUCTURE,
PAY ITEM 60205. SEE
TABLE A, SHEET C-07
PRECAST CONCRETE
FOOTINGS, PAY ITEM
55305
AT OUTLET BOTTOM OF
PRECAST CONCRETE
FOOTING SET AT
ELEVATION PER TABLE A,
SHEET C-07
AT INLET BOTTOM OF
PRECAST CONCRETE
FOOTING SET AT ELEVATION
PER TABLE A, SHEET C-07
STREAM FLOW
3" HMAC PAVEMENT,
PAY ITEM 40301
6'-0"
31'-2"
5"
14"
1'-0"
20"
FOUNDATION
STEMWALL,
TYP.
SEE DETAIL A
#5 BAR EACH
FACE
PROTRUDING
FROM
PRECAST
FOOTING
5'-6
PRECAST PEDESTAL &
FOOTING (TYP)
2'-6" C.I.P.
CLOSURE POUR,
TYP
2'-4" LAP SPLICE #5 PROJECTING
2'-5" FROM PRECAST FOOTING
FILL WITH
NON-SHRINK
GROUT (TYP)
USE HIGH EARLY STRENGTH CONCRETE
(TYPE III CEMENT) MIX FOR CLOSURE POUR
16' 16'
#5 BAR TOP &
BOTTOM
PROTRUDING
FROM
PRECAST
FOOTING.
ALTERNATE
LONGITUDINAL
BARS PER
CLOSURE
POUR DETAIL,
THIS SHEET
AGGREGATE
BASE, PAY
ITEM 30202
PLACE STRUCTURAL BACKFILL,
PAY ITEM 20803, BETWEEN TOP OF
SLAB AND AGGREGATE ROAD BASE AT
AOP STRUCTURE. AT GENERAL ROAD
SECTIONS, PLACE EMBANKMENT
MATERIAL, PAY ITEM 20417
NOTE: ELEVATIONS GIVEN ARE FOR UPSTREAM END OF STRUCTURE UNLESS OTHERWISE NOTED.
SEE TABLE A, SHEET C-07 FOR ADDITIONAL ELEVATION INFORMATION
P
A
B
6" AGGREGATE BASE,
PAY ITEM 30202
INSIDE SIDEWALL OF
PRECAST BOX CULVERT
TAPERS FROM 10" AT
TOP TO A SMALLER
DIMENSION AT ITS FOOT.
USE OUTSIDE SIDEWALL
TO CENTER SIDEWALL
ON FOOTING
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TMPlan + Design + Engineer + Manage
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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
TYPICAL BOTTOMLESS ARCH NTS
AutoCAD SHX Text
TYPICAL SLOPE ARMORING TEMPLATE & ROADWAY DETAIL NTS
AutoCAD SHX Text
TYPICAL ROADWAY TEMPLATE NTS
AutoCAD SHX Text
INSTALLATION DETAIL
AutoCAD SHX Text
DETAIL A NTS
AutoCAD SHX Text
FOOTING DETAIL NTS
AutoCAD SHX Text
C.I.P. CLOSURE POUR DETAIL NTS
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /19
:1
9 P
AU
L.
KN
OX
P
:\P
DX
P
RO
JE
CT
S\
\18
-0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K
1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\ C-
_F
AW
N
CR
EE
K-
AO
P
ST
RU
CT
UR
E
DI
ME
SN
IO
N
TA
BL
E.
DW
G; R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
AOP STRUCTURE
DIMENSION TABLE
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-07
011007
NOTES:
1. BOX ALIGNMENT WILL BE STAKED BY THE CONTRACTOR.
2. BOX WILL BE CENTERED ON THE EXISTING ROAD CENTERLINE, SEE PLAN AND LAYOUT FOR SKEW ANGLE.
3. BOX WILL BE SET TO ELEVATIONS SHOWN ON PLANS.
60.00'
6"
TYP
C
U L V
E R
T
S
P A
N
F
L O
W
W
I D
T H
PRECAST BOX
CULVERT, 35' SPAN,
9' CLEAR HEIGHT,
5' WIDE, 10 EA,
PAY ITEM 60205
T Y
P
PRECAST BOX CULVERT
END SECTION, 35' SPAN,
9' CLEAR HEIGHT, 4' WIDE,
1 EA, PAY ITEM 60205
STREAM
FLOW
GENERAL NOTES
SPECIFICATIONS:
DESIGN: " AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS' 2014, EXCEPT
AS NOTED.
CONSTRUCTION: "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF
ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS". (FP-14), 2014
WITH FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).
DESIGN:
DEAD LOAD: CONCRETE AT 150 PCF, STEEL AT 490 PCF, EARTH
PRESSURE AT AN EQUIVALENT FLUID PRESSURE
WEIGHT OF 36 PCF, ASPHALT AT 140 PCF, EARTH AT 120 PCF.
LIVE LOAD:
STRENGTH I LIMIT STATE: AASHTO HL93 WITH DYNAMIC LOAD
ALLOWANCE (IM = 0.33)
MATERIALS:
CONCRETE: REINFORCED CONCRETE SHALL BE AIR ENTRAINED
CLASS "AE" WITH COMPRESSIVE STRENGTHS AS NOTED BELOW:
· PRECAST FOOTER-PRECAST CONCRETE, CLASS "P" WITH A 28
DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
· PRECAST BOX - COMPRESSIVE STRENGTH AND RELEASE AND
PICKUP STRENGTH AS SPECIFIED BY THE MANUFACTURER.
· CAST-IN-PLACE CLOSURE POUR - HIGH EARLY STRENGTH
CONCRETE (TYPE II CEMENT) WITH MINIMUM COMPRESSIVE
STRENGTH OF 4,000 PSI.
CHAMFER ALL EXPOSED EDGES, AND FILLET ALL RE-ENTRANT
ANGLES 3/4 INCH OR AS SHOWN OR APPROVED.
REINFORCING STEEL: CONFORM TO AASTHO M31 GRADE 60. TWO
INCH CONCRETE COVER, EXCEPT AS NOTED.
STRUCTURAL STEEL: CONFORM TO AASTHO M183 (ASTM A36). HOT
DIP GALVANIZE ALL EXPOSED STRUCTURAL STEEL AFTER
FABRICATION ACCORDING TO AASTHO M111. HOT DIP GALVANIZE
EXPOSED STEEL FASTENERS, BOLTS AND NUTS, AND HARDWARE
ACCORDING TO AASHTO M232.
HYDROLOGY AND HYDRAULICS: THIS BRIDGE IS DESIGNED TO PASS A
100-YEAR FLOOD OF 1,570 CFS WITH AN APPROXIMATE
FREEBOARD OF 2 FEET. HIGH WATER DEPTH IS APPROXIMATELY 6.0
FEET. THE 100-YEAR FLOW RATE INCLUDES CURRENT ESTIMATED
DIVERTED FLOWS FROM THE LITTLE NATCHES RIVER.
FOUNDATION INVESTIGATION: A REPRESENTATIVE OF GEOENGINEERS
OBSERVED SUBSURFACE CONDITIONS AND PREPARED A FIELD REPORT,
A COPY OF WHICH IS INCLUDED IN THE BID DOCUMENTS. SEE SHEET
C-11 FOR GEOTECHNICAL TEST PIT LOGS.
VISUAL CLASSIFICATION OF STREAMBED: GRAVELS, COBBLES AND
BOULDERS WITH SOME VEGETATION.
PRECAST CONCRETE STRUCTURAL DESIGN: SUPERSTRUCTURE,
STRUCTURAL AND ALL OTHER DESIGN FEATURES INCIDENTAL TO
THE STRUCTURE, OTHER THAN PRECAST FOOTINGS, SHALL BE
DESIGNED AND STAMPED BY PROFESSIONAL ENGINEER REGISTERED IN
THE STATE OF WASHINGTON, AND SHALL BE DESIGNED IN ACCORDANCE
WITH THE DESIGN LOADS AND SPECIFICATIONS ON THIS SHEET.
PRECAST CONCRETE STRUCTURE MAY BE A 3 SIDED BOX CULVERT. ANY
PCI OR OTHER CERTIFIED MANUFACTURER MEETING THE
REQUIREMENTS OF THESE DOCUMENTS IS ACCEPTABLE.
SHOP DRAWINGS:
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE PROPOSED
STRUCTURE TO CO FOR REVIEW AND ACCEPTANCE IN
ACCORDANCE WITH SECTION 104.
TABLE A: DIMENSIONS
SITE
FLOW
WIDTH/
SPAN
BOX
RISE
BOX
LENGTH
FOOTER
HEIGHT
FOOTER
WIDTH
FOOTER
LENGTH
ELEVATION
BOTTOM OF
FOOTER AT
INLET
ELEVATION
BOTTOM OF
FOOTER AT
OUTLET
ROAD
WIDTH
ELEVATION OF
ROAD
SURFACE AT
CENTER LINE
FAWN CREEK 32'-0'' 10'-6" 59'-0''' 5'-0'' 6'-0" 60'-0" 3152.50 3152.00 22'-0" 3169.46
TABLE B: WORK WINDOW AND DESIGN FLOWS
IN-WATER WORK WINDOW: JULY 16 - AUGUST 15
RETURN INTERVAL
FLOWRATE, CFS
Q100 (ESTIMATED FAWN CREEK FLOW CONTRIBUTION)
ESTIMATED BANK FULL 200
Q100, (INCLUDES CURRENT ESTIMATED DIVERTED FLOW
FROM THE LITTLE NACHES RIVER)
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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
BOX CULVERT AND FOUNDATION LAYOUT SCALE = 1'= 10'-0"
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
SECTION C-C
TEMPORARY CULVERT
RIPRAP LINING
PLAN - TEMPORARY
CULVERT DIVERSION
PLAN
DIVERSION CHANNEL
ROADWAY CENTERLINE
PERMANENT NATURAL CHANNEL
USE SANDBAGS TO PREVENT
BACKFLOW INTO NATURAL CHANNEL
TEMPORARY DIVERSION CHANNEL
WITH PLASTIC LINER OR RIPRAP
TEMPORARY BARRIER
TEMPORARY CULVERT
USE SANDBAGS TO CONSTRUCT
BEDDING
PLAN
TRASH PUMP
LIMITS OF EARTHWORK
EMBANKMENT
ROADWAY
SUBGRADE
ROADWAY CENTERLINE
PERMANENT NATURAL CHANNEL
USE SANDBAGS TO PREVENT
BACKFLOW INTO NATURAL CHANNEL
TEMPORARY DIVERSION CHANNEL
WITH PLASTIC LINER OR RIPRAP
SILT FENCE
TEMPORARY FORCE
MAIN
LIMITS OF EARTHWORK
PERMANENT NATURAL CHANNEL
TEMPORARY RIPRAP
ENERGY DISSAPATOR
LIMITS OF EARTHWORK
SAND BAG TEMPORARY
BARRIER
TRASH PUMP SIZED TO
DIRECT TOAL FLOW FROM STREAM
THROUGH FORCE MAIN.
ROADWAY CENTERLINE
FLOWFLOW
SECTION B-B
NATURAL GROUND
GEOTEXTILE, TYPE II-A
TEMPORARY CULVERT
BACKFILL
EMBANKMENT
ROADWAY
SECTION A-A
RIPRAP LINED
DIVERSION CHANNEL
SANDBAGS
RIPRAP LINING GEOTEXTILE, TYPE II-A
SECTION B-B
SANDBAGS
SECTION A-A
PLASTIC LINER
PLASTIC LINED
DIVERSION CHANNEL;
SILT FENCE (TYP.
WHEN SCHEDULED)
SILT FENCE
BURY PLASTIC LINER 150 mm DEEP
AND SECURE WITH SANDBAGS (TYP.)
FLOW
TRASH PUMP SUMP
PUMP TURBID WATER OFFSITE
PERMANENT BRIDGE
PERMANENT BRIDGE
PERMANENT BRIDGE
PERMANENT BRIDGE
TEMPORARY
DIVERSION
CHANNEL WITH
PLASTIC LINER
OR RIP RAP
RELOCATABLE BERM
RELOCATABLE BERM
FLOW CONSTRUCTION
PLAN
RELOCATABLE BERM
PERMANENT
NATURAL
CHANNEL
PERMANENT
NATURAL
CHANNEL
CULVERT TO BE REMOVED
CULVERT TO BE REMOVED CULVERT TO BE REMOVED
USE SANDBAGS TO
PREVENT BACKFLOW INTO
NATURAL CHANNEL
SECTION D-DPLAN
USE SANDBAGS TO
CONSTRUCT
TEMPORARY BARRIER
TEMPORARY FORCE MAIN
DIVERSION DAM
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 3/1
9 1 0:
D
OM
IN
IC
.N
UD
O
P:
\P
DX
P
RO
JE
CT
S\
\18 -0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K 1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\
C-
_F
AW
N
CR
EE
K-
DE
W
AT
ER
IN
G
DE
TA
IL
S.
DW
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
DEWATERING
DETAILS
3/15/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-08
011008
GENERAL NOTES
1. SITE DE-WATERING IS REQUIRED DURING CULVERT INSTALLATION. THE DEWATERING/DIVERSION OPTIONS AND DETAILS INCLUDED HEREIN ARE FOR
REFERENCE ONLY. THE CONTRACTOR WILL PROVIDE A WRITTEN SEDIMENT CONTROL AND DE-WATERING PLAN TO THE COR AT LEAST 15 DAYS PRIOR
TO PLANNED START OF CONSTRUCTION. PLAN WILL BE APPROVED BY THE COR PRIOR TO ANY IN WATER WORK TAKING PLACE. PLAN IS INCIDENTAL TO
PAY ITEM 15761. FISH SALVAGE SHALL BE INCLUDED IN PLAN.
2. DISTURBANCE OF STREAM CHANNEL SHALL BE HELD TO A MINIMUM AND SHALL BE RESTORED TO PRE-PROJECT CONDITION AT COMPLETION OF
PROJECT.
3. CONSERVE SELECT EXCAVATED STREAM CHANNEL MATERIAL FOR STREAMBED CHANNEL ROCK OR SIMULATION ROCK BACKFILL.
4. THE USE OF HEAVY EQUIPMENT IN THE STREAM SHALL BE HELD TO AN ABSOLUTE MINIMUM. CARE SHALL BE TAKEN TO ENSURE THAT NO PETROLEUM, OILS, OR LUBRICANTS FALL OR LEACH INTO THE STREAM. SPILL PLAN SHALL BE PROVIDED PRIOR TO ANY WORK.
5. SURPLUS EXCAVATED MATERIAL SHALL BE HAULED TO THE FSR 1906 - MP 0.1 AND SPREAD ON STAGING AREA INDICATED BY THE COR. SEE SHEET C-02
FOR LOCATION.
6. A TEMPORARY STREAM DIVERSION SHALL BE CONSTRUCTED BEFORE ANY WORK IS PERMITTED IN THE STREAM CHANNEL. THE TEMPORARY DIVERSION
SHALL BE APPROVED BY THE COR BEFORE THE STREAM IS DIVERTED FROM ITS NATURAL CHANNEL. FISH SALVAGE SHALL OCCUR PRIOR TO ANY
DIVERSION WORK. ALL WORK INCIDENTAL TO PAY ITEM 15761.
7. THE TEMPORARY DIVERSION DAM SHALL BE CONSTRUCTED OF CLEAN INERT MATERIAL (SANDBAGS, WASHED ROCK, OR OTHER APPROVED MATERIAL)
IN COMBINATION WITH 6MIL POLYETHYLENE OR APPROVED SUBSTITUTE.
8. A SILT BARRIER SHALL BE CONSTRUCTED BEFORE ANY IN-STREAM WORK IS PERFORMED. SILT BARRIER SHALL BE CONSTRUCTED OF WEED FREE
STRAW BALES OR APPROVED ALTERNATIVE MATERIAL. THE SILT BARRIER SHALL BE INSTALLED TO CONFORM TO GROUND IRREGULARITIES ALONG
BOTTOM OF CHANNEL AND INTO EACH BANK TO EFFECTIVELY CHANNEL STREAM FLOW THROUGH THE FILTER MATERIAL.
9. THE INTAKE ON ANY PUMP USED FOR DIVERTING STREAM FLOW WATER SHALL BE SCREENED WITH MATERIAL THAT HAS OPENINGS NO LARGER THAN
5/64 INCH FOR SQUARE OPENINGS (MEASURED SIDE TO SIDE), OR 3/32 INCH DIAMETER FOR ROUND OPENINGS. THE SCREEN MUST HAVE AT LEAST ONE
SQUARE INCH OF FUNCTIONAL SCREEN AREA FOR EVERY GPM OF PUMP CAPACITY. NOTE THAT THE SCREENING REQUIREMENT DOES NOT APPLY TO
PUMPS USED TO REMOVED SEEPAGE WATER FROM WITHIN A WORKSITE ISOLATED FROM STREAMFLOW AND DOES NOT CONTAIN FISH. SCREEN
MAINTENANCE SHALL BE ADEQUATE TO PREVENT INJURY OR ENTRAPMENT TO JUVENILE FISH AND SHALL REMAIN IN PLACE WHENEVER WATER IS
WITHDRAWN FROM THE WATERBODY THROUGH THE PUMP INTAKE.
10. WATER FLOW SHALL BE RESTORED THROUGH THE NEW AOP CHANNEL PRIOR TO BACKFILLING THE AOP EXTERIOR. VERIFY NORMAL FLOW THROUGH
NEW CHANNEL.
11. EXISITING CULVERT AND PLASTIC SHEETING SHALL BE PROPERLY DISPOSED OF OFF U.S. GOVERNMENT LANDS.
12. IN WATER WORK WINDOW IS JULY 16 - AUG 15.
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text B
AutoCAD SHX Text X
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text B
AutoCAD SHX Text X
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text A
AutoCAD SHX Text
FLOW
AutoCAD SHX Text D
AutoCAD SHX Text
2' MIN.
AutoCAD SHX Text
2' MIN.
AutoCAD SHX Text
PLASTIC LINER
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
2' MIN
AutoCAD SHX Text
2' MIN.
AutoCAD SHX Text C
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text D
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
L E
T
E L E
V
R
B
P
E
A
FLOW
DIRECTION
D O
W N
S T
R E
A M
C O
N T
R O
L
R
P
E
A
O U
T L E
T
E L E
V
R
P
E
B
20'
PLACE KEY PIECES
RANDOMLY, USING
24"-36" BOULDERS,
PAY ITEM 64802A
R
P
E
B
TYPICAL
CHANNEL BED
MATERIAL,
TABLE 1, PAY
ITEM 64802B
TIE RIBS
INTO BANKS,
TYPICAL
BOTH SIDES
15' 20'10'
STREAM BED CHANNEL
ROCK, ROCK SIZE 1-3,
USED TO FORM BANK
OF STRUCTURE
INTERIOR, PAY ITEM
64802A
UPSTREAM
STRUCTURE
EDGE
DOWNSTREAM
STRUCTURE
EDGE
RIFFLE RIFFLE
RIFFLE
RIFFLE
DRAWING TITLE
DRAWN
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /19
:2
2 P
AU
L.
KN
OX
P
:\P
DX
P
RO
JE
CT
S\
\18
-0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K
1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\ C-
_F
AW
N
CR
EE
K-
ST
RE
AM
S
IM
UL
AT
IO
N
PL
AN
.D W
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
STREAM SIMULATION
PLAN
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-09
011009
NOTES:
1. SEE SHEET C-10 FOR RIB TYPE SECTION AND PROFILE CONSTRUCTION
DETAILS.
2. IF THE EXCAVATED MATERIAL BELOW THE OLD CULVERT HAS SIMILAR
PARTICLE SHAPE AND SIZE DISTRIBUTION AS IN TABLE 1, CONSTRUCT THE
CHANNEL-BED WITH EXISTING MATERIALS. COMPACT THE MATERIAL AND
BE SURE THAT THE VOIDS BETWEEN THE LARGER PARTICLES ARE FILLED
WITH COARSE SANDS AND FINE GRAVELS. REFER TO TABLE 1 FOR THE
PERCENT MASS OR VOLUME AND PARTICLE SIZE RANGES NEEDED TO
CONSTRUCT THE CHANNEL BED.
TABLE 1: FAWN CREEK - STREAMBED GRADATION
BED
CLASS
100%
PASSING
84%
PASSING
50%
PASSING
16%
PASSING
10%
PASSING
12 30" 12" 5" 1
No. 10
SIEVE
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
4/4 /19
:5
0 P
AU
L.
KN
OX
P
:\P
DX
P
RO
JE
CT
S\
\18
-0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K
1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\ C-
_F
AW
N
CR
EE
K-
ST
RE
AM
BE
D
DE
TA
IL
S.
DW
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
STREAM BED DETAILS
04/04/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-10
011009
NOTES:
1. ELEVATION SHOWN ON THE PLAN ARE THE TOP OF THE RECONSTRUCTED STREAM BED. THE ACTUAL
TOP OF THE RIBS WILL BE DEPENDENT ON THE SIZE OF THE ROCK AND THE REQUIREMENTS LISTED
BELOW. ALL STREAMBED MATERIAL WILL BE PLACED AT THE GRADE AND ELEVATIONS LISTED AT THE
PLANS. ALL RIB MATERIALS PROTRUDE ABOVE THE STREAMBED SURFACE. SEE TABLE A, SHEET C-07
FOR FOOTING ELEVATIONS, SHEET C-06 FOR RELATIONSHIP BETWEEN FOOTING ELEVATIONS AND
CHANNEL BOTTOM.
2. TYPE A RIBS ARE COMPOSED OF A MIX OF ROCK SIZE 1-3 (SECTION 705.09, TABLE 705-5). CONSTRUCT RIB
BY HAND WITH SIZE CLASSES AS SHOWN IN THE BED DESIGN AND DETAILS. ALL ROCKS WILL BE
ARRANGED IN TIGHT CONTACT WITH EACH OTHER. THE ROCKS WILL BE BURIED A MINIMUM OF 50% OF
THE ROCK SIZE. THE STREAM SIMULATION BED WILL BE PLACED IN THE INTERSTITIAL SPACES BETWEEN
THE ROCKS. ALTERNATE THE AMOUNT OF PROTRUSION BETWEEN SUCCESSIVE ROCKS.
3. TYPE B RIBS ARE COMPOSED OF A SINGLE ROW OF ROCK SIZE 1 AND 2 SHOWN IN THE BED DESIGN AND
DETAILS. THE ROCKS WILL BE BURIED A MINIMUM OF 50% OF THE ROCK SIZE. THESE ROCKS WILL
PROTRUDE BETWEEN 0.1 TO 0.2 FT ABOVE THE STREAM BED SURFACE. ALTERNATE THE AMOUNT OF
PROTRUSION BETWEEN SUCCESSIVE ROCKS.
4. ALL ROCK TO CONFORM TO SPS 648.
5. ALL RIB ROCK WILL BE PLACED WITH THE LONG AXIS PARALLEL WITH THE LONGITUDINAL DIRECTION OF
THE STREAM.
6. LAY EACH ROCK SO THE DIMENSION IS HORIZONTAL AND PERPENDICULAR TO THE WALL FACE. EACH
ROCK SHOULD BE IN CONTACT WITH AT LEAST 2 ROCK SURFACES.
7. USE LARGEST ROCK ON THE BOTTOM AND SMALLER TOWARD THE TOP.
8. UTILIZE ADEQUATE RIPRAP FOR FOUNDATION ABUTMENTS AS DIRECTED BY COR. PAY ITEM 25102.
9. BASE OF CHANNEL ROCK WILL BE FOUNDED ON A STABLE FOUNDATION AND SUITABLE MATERIAL WHICH
MAY REQUIRE ADDITIONAL EXCAVATION. EXCAVATE TO CREATE A FLAT FOOTING.
10. STREAMBED SHALL MAINTAIN A V-NOTCH WITH SLIGHT SINUOSITY THROUGHOUT TO PROVIDE A
CHANNEL DURING LOW FLOWS.
11. CONSTRUCT BANKS USING STREAM BED CHANNEL ROCK, ROCK SIZE 1-3, ALONG LENGTH OF CHANNEL.
PAY ITEM 64802A. SEE SHEET C-09.
12. PLACE STREAMBED SIMULATION BED CLASS 12 HIGHER THAN THE DESIGNED ELEVATION AROUND THE
RIBS TO ACCOUNT FOR COMPACTION.
13. TIE ALL RIBS INTO BANKS INSIDE AND EXISTING BANKS OUTSIDE OF CULVERT.
14. SEAL STREAMBED SIMULATION ROCK WITH FINE MATERIALS PER SPS 648.
ROCK SIZE 1 & 2
CREATE CHANNEL
FOR LOW FLOWS
BANKFULL
ELEVATION
RIB TYPE B - CROSS SECTION VIEW
NTS
RIB TYPE A - CROSS SECTION VIEW
NTS
RIB TYPE A - PROFILE VIEW
NTS
RIB TYPE B - PROFILE VIEW
NTS
CREATE CHANNEL
FOR LOW FLOWS
ROCK SIZE 1-3
STREAMBED
SURFACE
CLASS 3-4 MAIN RIB
PIECES, EMBED 50%
OF STONE SIZE
STREAMBED
SURFACE
ROCK SIZE 1-3 MAIN RIB
PIECES, EMBED 50% OF
STONE SIZE
CHANNEL BED
MATERIAL, TYP.
CHANNEL BED
MATERIAL, TYP.
LOWER
VAP LINE
CHANNEL
PROFILE
LOWER
VAP LINE
CHANNEL
PROFILE
APPROXIMATE
BANKFULL ELEVATION
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
3/1 1/1
9 1 3:
D
OM
IN
IC
.N
UD
O
P:
\P
DX
P
RO
JE
CT
S\
\18 -0
U
SF
S
CO
LV
IL
LE
N
AT
L
FO
RE
ST
ID
IQ
\T
AS
K 1 L
IT
TL
E
NA
CH
ES
A
OP
S
TR
UC
TU
RE
D
ES
IG
NS
\C
AD
\2-
SH
EE
TS
\C
IV
IL
\F
AW
N
CR
EE
K\
C-
_F
AW
N
CR
EE
K-
GE
OT
EC
H
LO
GS
.D W
G;
R-6
PACIFIC NORTHWEST REGION
FAWN CREEK AOP
Rd. 19 - 10.6
OKANOGAN-WENATCHEE
NATIONAL FORESTS
NACHES RANGER DISTRICT
GEOTECHNICAL TEST
PIT LOGS
3/15/2019
FS090523_R102013_L1-002.dwg
A. BARGMEYER
A. BARGMEYER
R. KNOX
18-061
C-11
011011
6400 SE Lake Road, Ste 270
Portland, Oregon 97222
Voice (503) 652-9090
TM
AutoCAD SHX Text
PROJECT NAME
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text V
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
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 T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
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 N
AutoCAD SHX Text O
AutoCAD SHX Text T
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text H
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text G
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text 26431
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text T
AutoCAD SHX Text J
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text K
| Sheets and Views |
| 17x11 EXPANDED |
| C-02_FAWN CREEK-VICINITY MAP.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-03_FAWN CREEK-QUANTITIES.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-04_FAWN CREEK-SITE PLAN.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-05_FAWN CREEK-PROFILES.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-06_FAWN CREEK-AOP STRUCTURE DETAILS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-07_FAWN CREEK-AOP STRUCTURE DIMENSION TABLE.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-08_FAWN CREEK-DEWATERING DETAILS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-09_FAWN CREEK-STREAM SIMULATION PLAN.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-10_FAWN CREEK-STREAMBED DETAILS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-11_FAWN CREEK-GEOTECH LOGS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-03_FAWN CREEK-QUANTITIES-REV.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-01_FAWN CREEK-COVER SHEET.pdf |
| Sheets and Views |
| 17x11 EXPANDED |
| C-03_FAWN CREEK-QUANTITIES.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-04_FAWN CREEK-SITE PLAN.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-06_FAWN CREEK-AOP STRUCTURE DETAILS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-07_FAWN CREEK-AOP STRUCTURE DIMESNION TABLE.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-05_FAWN CREEK-PROFILES.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-09_FAWN CREEK-STREAM SIMULATION PLAN.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
| C-10_FAWN CREEK-STREAMBED DETAILS.pdf |
| Sheets and Views |
| 17X11 EXPANDED |
File details come from the government source that posted it.