5g. Olallie_Appendix D.pdf
PDF 4 MB Posted
- Attached to
- Rivbulio Fire Recovery IRSC Federal contract opportunity
- Solicitation number
- 12363N24R4018
- Issued by
- Department of Agriculture Forest Service
About this file
This document is a federal solicitation for the Rivbulio Fire Recovery Integrated Resource Stewardship Contract (Rivbulio FR IRSC) issued by the U.S. Forest Service. The solicitation covers roadside hazard tree abatement, road repair and reconstruction work in response to disaster declaration FEMA-4562-DR on the Mt. Hood National Forest in Clackamas County, Oregon. The anticipated performance period is through December 31, 2027. The work includes identifying and cutting standing fire-killed/damaged trees, removing cut trees, managing roadside slash and fuel, road maintenance, and road reconstruction. Approximately 2,314 acres of roadside hazard tree abatement and 48,901 CCF of biomass/cull material are estimated across four project areas: Hillockburn-Memaloose, Fish Creek, Bull Complex, and Olallie Lake. A site visit for prospective contractors is scheduled for August 6, 2024. Multiple awards may be made under this full and open solicitation with a NAICS code of 115310 and a size standard of $34M.
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Text version
United States Department of Agriculture Forest Service
5/2 2/2
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MARION AND JEFFERSON COUNTIES, OREGON
CLACKAMAS RIVER RANGER DISTRICT
RIVBULIO IRSC: OLALLIE LAKE
PROJECT LOCATION
(R06) PACIFIC NORTHWEST REGION
MT. HOOD NATIONAL FOREST
SHEET 1 of 16
RECOMMENDED BY:
APPROVED:
DESIGN BY DATE
FOREST ENGINEER
DATEDISTRICT RANGER
DATE
RECOMMENDED (REVIEW ENGINEER) DATE
VICINITY MAP
TRAVEL DIRECTIONS:
DIRECTIONS FROM CLACKAMAS RIVER RANGER DISTRICT OFFICE:
TURN RIGHT ONTO US-26E AND CONTINUE FOR 41.4 MILES. TURN RIGHT
ONTO NF-42/SKYLINE ROAD FOR 18.7 MILES. TURN LEFT ONTO NF-200/NF-42
FOR 3.5 MILES. TURN LEFT TO NF-4230 FOR 2.7 MILES. TURN RIGHT ONTO
NF-4220. CONTINUE FOR 6.2 MILES UNTIL YOU REACH 4220 000 BOP.
BOP
NFSR 4220-000 @ MP 10.49 (44.829038, -121.792981)
PCT TRAILHEAD @ MP 0.00 (44.813884, -121.790560)
NFSR 4220-180 @ MP 0.00 (44.891306, -121.881917)
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FROM CLACKAMAS RIVER RANGER DISTRICT OFFICE:
DRAWN
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
VICINITY MAP
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
G-01
SHEET 2 OF 16
(R6)
PACIFIC NORTHWEST REGION
NFSR 4220 000
M.P. 15.00
FOREST BOUNDARY
NFSR 4220 000
M.P. 16.92
FOREST BOUNDARY
NFSR 4220 000
M.P. 11.90
PCT TRAILHEAD
(44.813884, -121.790560)
NFSR 4220 000
M.P. 13.16
PENINSULA
CAMPGROUND
ROAD IMPASSABLE
FOR 2 MILES SOUTH.
PROCEED TO JCT
OF 46 AND 4220.
JUNCTION OF 46 AND 4220
(44.810556, -121.881650)
4220 000
M.P. 23.77 (EOP)
ROAD IMPASSABLE
FOR 2 MILES NORTH.
TRAVEL WEST
ALONG 4220.
HORSESHOE LAKE
WATER DRAW
POINT #1
NFSR 4220 000
M.P. 10.49 (BOP)
(44.829038, -121.792981)
JUNCTION OF 4220 AND 4690
44.877405, -121.782680)
JUNCTION OF 46 AND 4690
(44.891282, -121.881937)
MONON LAKE
WATER DRAW
POINT #2
OLALLIE LAKE
WATER DRAW POINT #3
FS SUPERVISION AND CO APPROVAL
REQUIRED
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
GENERAL NOTES
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
G-02
SHEET 3 OF 16
(R6)
PACIFIC NORTHWEST REGION
GENERAL 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. PRIOR TO DIGGING, CALL "DIG SAFELY OREGON" 1-800-332-2344. LOCATING AND PROTECTION OF ALL UTILITIES (PUBLIC & PRIVATE) IS THE
RESPONSIBILITY OF THE CONTRACTOR.
3. CONTRACTING OFFICERS APPROVAL IS NEEDED WITH A MINIMUM OF 72 HRS NOTICE PRIOR TO THE PLACEMENT OF THE FOLLOWING ITEMS: BEDDING OR
LEVELING COURSE OF ANY STRUCTURE AND ASPHALT CONCRETE INCLUDING CULVERTS.
4. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL ACCEPTANCE.
5. 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 FINAL ACCEPTANCE.
6. CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY OR DESIGNATED WASTE DISPOSAL SITES, UNLESS OTHERWISE SHOWN ON THE PLANS OR
APPROVED BY THE CO.
7. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.
8. DEPTHS OF SOIL AND AGGREGATE ARE GIVEN AS FINAL COMPACTED DEPTHS.
9. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.
10. SPREAD CONTRACTOR FURNISHED CERTIFIED WEED FREE MULCH OVER DISTURBED SOIL AT ALL INSTALLATIONS, DISPOSAL AREAS AND OTHER
DISTURBED SOIL SITES AS DIRECTED BY THE CONTRACTING OFFICER. ALL DISTURBED/CONSTRUCTED SLOPES FLATTER THAN 1V: 1 H SHALL BE COVERED WITH MULCH. MULCH SHALL BE APPLIED MINIMUM 1" THICK SO THAT NO GAPS EXIST BETWEEN SOIL AND MATRIX.
11. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL MEET MOST CURRENT VERSION OF MUTCD TO INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD WORK ACTIVITIES. ALL CONSTRUCTION SIGNS SHALL MEET MUTCD REQUIREMENTS. SEE TYPICALS FOR TRAFFIC CONTROL. TRAFFIC CONTROL PLAN
MUST BE SUBMITTED TO CO FOR APPROVAL A MINIMUM OF 10 DAYS PRIOR TO ROAD CLOSURE.
12. SALVAGE AND STOCKPILE EXISTING AGGREGATE DURING EXCAVATION AND USE AS INITIAL BACKFILL MATERIAL.
13. FOREST SERVICE BRIDGES: USE OF ROADS BY COMMERCIAL USERS WITH LOADS EXCEEDING OREGON STATE LEGAL LOADING FOR A STP (SINGLE TRIP
PERMIT) AND THAT WILL CROSS BRIDGES UNDER FOREST SERVICE JURISDICTION SHALL APPLY FOR A BRIDGE OVERLOAD USE PERMIT (FSM 7736. 05).
PROCESSING APPLICATIONS FOR BRIDGE OVERLOAD PERMITS MAY TAKE (30) DAYS OR LONGER. CONTACT THE CO FOR THE BRIDGE OVERLOAD PERMIT
FORM.
14. CONTRACTOR SHALL BE RESPONSIBLE FOR PLACING TEMPORARY AGGREGATE IN ALL FILL REPAIRS TO MATCH THE EXISTING ADJACENT ASPHALT GRADE WHEN ALLOWING TRAFFIC ONTO REPAIRS PRIOR TO ANY PLANNED PAVING OPERATIONS. LOOSE GRAVEL, ROAD NARROWS AND SLOW SIGNS SHALL BE REQUIRED AS DIRECTED BY THE CO ON BOTH SIDES OF EACH SEPARATE WORK SITE. ALL WORK, MATERIALS, SIGNAGE, AND FLAGGERS SHALL BE
INCIDENTAL TO PAY ITEM 15101.
15. UNLESS NOTED ELSEWHERE, WATER SOURCE WILL BE CONTRACTOR PROVIDED OFF OF NATIONAL FOREST LANDS.
16. ALL EQUIPMENT MUST BE WASHED AND CLEAR OF DEBRIS/VEGETATION BEFORE DELIVERY TO WORK SITES. AFTER EQUIPMENT IS LOADED FOR
DELIVERY, VISUAL INSPECTION AND PICTURES MUST BE SENT TO CO FOR APPROVAL..
17. WATER FOR FIRE PREVENTION & SUPPRESSION REQUIREMENTS UNDER THE CONTRACT, AS WELL AS FOR USE WITH CONSTRUCTION ACTIVITIES, MAY BE
OBTAINED FROM IDENTIFIED WATER SOURCES, SHOWN IN WORK SHEETS AND ON VICINITY MAP, AT THE PROJECT SITE. ALL WATER WITHDRAWALS FOR FIRE OR CONSTRUCTION SHALL ABIDE BY CURRENT NMFS WATER DRAFTING GUIDELINES. WATER WITHDRAWAL FROM ANY OTHER SOURCE SHALL BE APPROVED IN WRITING, PRIOR TO USE, BY THE CO. SEE WATER DRAW STIPULATIONS PAGE FOR MORE INFORMATION.
18. DISPOSAL SITES WILL BE IDENTIFIED IN THE FIELD BY CONTRACTING OFFICER.
ABBREVIATIONS:
BOP - BEGINNING OF PROJECT NFSR - NATIONAL FOREST SYSTEM ROAD NMFS - NATIONAL MARINE FISHERIES SERVICE
CO - CONTRACTING OFFICER EOP - END OF PROJECT FS - FOREST SERVICE
FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS NTS - NOT TO SCALE
FP-14 - FEDERAL HIGHWAY ADMINISTRATION SPECIFICATION BOOK COR - CONTRACTING OFFICER'S REPRESENTATIVE
GTM - GOVERNMENT TECHNICAL MONITOR
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
MISCELLANEOUS
PROCEDURES
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
G-03
SHEET 4 OF 16
(R6)
PACIFIC NORTHWEST REGION
GENERAL PDCS FOR WATER DRAW REQUIREMENTS
1. SURFACE WATER WITHDRAWALS. SURFACE WATER MAY BE DIVERTED TO MEET
CONSTRUCTION NEEDS, INCLUDING DUST ABATEMENT, ONLY IF WATER FROM MUNICIPAL
SUPPLIES, SMALL PONDS, RESERVOIRS, TANK TRUCKS, OR OTHER DEVELOPED SOURCES
IS UNAVAILABLE OR INADEQUATE. MUST BE APPROVED BY CO.
a. THE DIVERSION WILL NOT EXCEED 10% OF THE AVAILABLE FLOW, AND WILL INCLUDE A
FISH SCREEN TO PREVENT JUVENILE FISH FROM SWIMMING OR BEING DRAWN INTO
THE INTAKE THAT IS CONSISTENT WITH NMFS'S FISH PASSAGE CRITERIA (NMFS 2011A,
OR MOST RECENT VERSION).
b. FOR A SURFACE WATER WITHDRAWAL THAT DOES NOT EXCEED 3 CFS, THE FISH
SCREEN WILL MEET THE FOLLOWING SPECIFICATIONS:
i. AN AUTOMATED CLEANING DEVICE WITH A MINIMUM EFFECTIVE SURFACE AREA
OF 2.5 SQUARE FEET PER CUBIC FOOT PER SECOND, AND A NOMINAL MAXIMUM
APPROACH VELOCITY OF 0.4 FEET PER SECOND; OR,
ii. NO AUTOMATED CLEANING DEVICE, BUT A MINIMUM EFFECTIVE SURFACE AREA
OF 1 SQUARE FOOT PER CUBIC FOOT PER SECOND, A NOMINAL MAXIMUM
APPROACH RATE OF 0.2 FOOT PER SECOND; AND EITHER A ROUND OR SQUARE
SCREEN MESH THAT IS NO LARGER THAN 2.38 MILLIMETERS (MM) (0.094 INCHES)
IN THE NARROW DIMENSION, OR ANY OTHER SHAPE THAT IS NO LARGER THAN
1.75 MM (0.069 INCHES) IN THE NARROW DIMENSION.
c. ANY SURFACE WITHDRAWAL THAT EXCEEDS 3 CFS WILL BE REVIEWED BY NMFS
PROJECT TO ENSURE CONSISTENCY WITH NMFS FISH PASSAGE CRITERIA (NMFS
2011A, OR MOST RECENT VERSION).
d. VISUALLY CHECK SCREEN BEFORE AND AFTER WITHDRAWALS TO CHECK FOR
EVIDENCE OF AQUATIC SPECIES. IF EVIDENCE IS FOUND, CLEAN SCREENS (DISPOSE
OF ANY DEBRIS AWAY FROM SITE) AND MOVE HOSE TO NEW LOCATION.
e. ANY SCREEN, PIPE, OR PUMP WHICH TOUCHES NFS WATER NEEDS TO BE CLEANED
PRIOR TO MOBILIZATION WITH BLEACH OR OTHER APPROVED METHOD.
2. WATER CAN BE DRAWN FROM APPROVED LOCAL WATER SOURCES, INCLUDING:
HORSESHOE LAKE, MONON LAKE, AND OLALLIE LAKE. IF DRAWING FROM OLALLIE LAKE, A
FOREST SERVICE REPRESENTATIVE MUST BE PRESENT.
TRAFFIC CONTROL PLAN FOR ROAD DELAYS
1) NOTIFY CO 10 DAYS BEFORE ROAD CLOSURE
UNDER SUPPLEMENTAL SPECIFICATION 156.05.
2) TRAFFIC CONTROL DEVICES SHALL BE
MAINTAINED FOR THE DURATION OF THE
CLOSURE.
3) ALL SIGNS SHALL BE DIAMOND
RETROREFLECTIVE OR ILLUMINATED TO SHOW
THE SAME SHAPE AND SIMILAR COLOR BOTH
DAY AND NIGHT, UNLESS SPECIFICALLY
STATED OTHERWISE IN THE CONTRACT OR
MOST CURRENT VERSION OF MUTCD.
4) ALL SIGNS SHALL CONFORM WITH THE
CURRENT EDITION OF MUTCD SECTIONS 2A-20,
THROUGH 2A-16, 6B-A, AND 6B-2; AS WELL AS
CONTRACT PROVISION B/BT 6.33.
5) POST AND MAINTAIN R20-2-48 SIGNS AT THE
DESIGNATED SECTIONS OF ROAD 4220000,
4220 180, AND PCT TRAILHEAD THAT ARE
ALLOWED FOR ROAD CLOSURE (SEE FSSS
156.04).
6) POST AND MAINTAIN APPROPRIATE WARNING
SIGNS (W8-6-30), PER CURRENT EDITION OF
THE MUTCD, FOR TRUCKS ENTERING THE
ROADWAY ALONG NFSR 4220000, 4220 180,
AND PCT TRAILHEAD WHERE SPECIFIED ROAD
WORK IS TO OCCUR.
7) ON 4220 ONE LANE MUST BE OPEN AT ALL
TIMES. FULL CLOSURE IS ALLOWED ONLY FOR
SHORT PERIODS OF CONSTRUCTION.
ATTEMPT TO FINISH FULL CLOSURE
ACTIVITIES WITHIN ONE WORK DAY
8) FELLING OF DANGER TREES MAY REQUIRE A
SHORT CLOSURE, WHILE INSTALLING A
CULVERT MAY REQUIRE UP TO A FULL DAY.
TRUCK
CROSSING
ROAD
CLOSED
NOTE: SIGNS, LOCATIONS, AND INSTALLATION DETAILS PER
MUTCD (CURRENT EDITION)
R20-2-48 W8-6-30
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
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PH
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ESTIMATE OF QUANTITIES
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
G-04
SHEET 5 OF 16
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
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EN
PH
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\A
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W G;
RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
X-01
SHEET 6 OF 16
(R6)
PACIFIC NORTHWEST REGION
* DENOTES CONTRACT QUANTITY
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
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EN
PH
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PS
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\A
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
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SHEET 7 OF 16
(R6)
PACIFIC NORTHWEST REGION
* DENOTES CONTRACT QUANTITY
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
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RIVBULIO IRSC: OLALLIE
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FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
X-03
SHEET 8 OF 16
(R6)
PACIFIC NORTHWEST REGION
* DENOTES CONTRACT QUANTITY
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
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EN
PH
IL
LI
PS
C :\U
SE
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\A
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R
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PL
AN
S
-0
4-
.D
W G;
RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
ROAD RECONSTRUCTION
SUMMARY
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
X-04
SHEET 9 OF 16
(R6)
PACIFIC NORTHWEST REGION
* DENOTES CONTRACT QUANTITY
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
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LL
EN
PH
IL
LI
PS
C :\U
SE
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\A
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4-
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
X-05
SHEET 10 OF 16
(R6)
PACIFIC NORTHWEST REGION
ROAD RECONSTRUCTION
SUMMARY
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
LL
EN
PH
IL
LI
PS
C :\U
SE
RS
\A
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EN
PH
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\B
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\00
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AN
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-0
4-
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
ARCHIVE NO.
DRAWING TITLE
X-06
SHEET 11 OF 16
ROAD
RECONSTRUCTION
TYPICAL DETAILS (1)
(R6)
PACIFIC NORTHWEST REGION
TYPICAL ROADBED RECONDITIONING SECTION
2* 1*
SOIL
NATIVE
WIDTHS VARY BY ROAD
SCARIFY EXISTING
DEPTH, REMOVING ALL
OVERSIZE MATERIAL
4% ON ROADS WITH CENTERLINE GRADE < 6%
RESHAPE AND RECONDITION DITCH
WITH FLOWLINE MINIMUM 12-IN.
BELOW SUBGRADE ELEVATION
NOT TO SCALE
CLEARING/BRUSHING LIMITS
ROADBED TO A 6-IN.
LARGER THAN 6-IN.
CLEARING/
BRUSHING
LIMIT
4' FROM DITCH
MIDLINE
FLOWLINE OF DITCH TO BE
6-IN. MINIMUM BELOW SUBGRADE
OR AS APPROVED BY THE C.O.
SOIL
EXISTING
1.5* 1*
EXISTING
1. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE C.O.
2. PURCHASER TO REMOVE ALL SLIDE MATERIAL, SEDIMENT, VEGETATION, AN OTHER DEBRIS FROM THE EXISTING
DITCH LINE AND RECONSTRUCT DITCH TO DIMENSIONS SHOWN. ALL EXCAVATED MATERIAL SHALL BE END-HAULED AND DISPOSED OF AT APPROVED DISPOSAL SITE AS NOTED ON THE PROJECT VICINITY MAP (SEE SHEET 2).
3. END-HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIAL IS INDIRECT TO PAY ITEM 30304.
4. CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE
TYPICAL CATCH BASIN DETAIL (SEE DETAIL 3, SHEET 15).
5. CONSTRUCT TEMPORARY DITCH CHECKS PER DETAIL 3 OF THIS SHEET FOR 90-ft. DISTANCE EACH SIDE OF
ROAD-STREAM CROSSINGS AT 30-ft. INTERVALS WHEREVER DITCH RECONDITIONING WORK CROSSES A STREAM.
CONSTRUCT 1 TEMPORARY DITCH CHECK 10-FT UPSTREAM OF ALL OTHER CULVERTS COVERED UNDER DITCH RECONDITIONING WORK. CONSTRUCTION OF TEMPORARY DITCH CHECKS IS CONSIDERED INDIRECT TO PAY ITEM
15713 - SOIL EROSION AND POLLUTION CONTROL.
TYPICAL DITCH RECONDITIONING SECTION
NOT TO SCALE2
SAME AS SHOWN ON
DETAIL 1, THIS SHEET.
ROAD SURFACE
CLEARING/BRUSHING LIMITS
SHAPE CROSS SLOPE TO DRAIN
5% SLOPE ON STEEPER GRADE ROADS
2* 1*
SHAPE AND GRADE ROAD
TO DIMENSIONS SHOWN.
MATCH EXISTING ROAD WIDTH;
ROLLER COMPACT
ACCORDING TO SUBSECTION
204.11(a)(1)
12-ft. MINIMUM
EXISTING
ROAD BASE
2* 1*
EXISTING RUTTING, EROSION, AND
POTHOLES; FILL USING COMMERCIAL
SOURCE GRADING 'S' AGGREGATE
1. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION
303.
2. WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO
MINIMUM 1-IN. BELOW BOTTOM OF THE RUTTING, EROSION, OR
POTHOLE.
3. ADD COMMERCIAL SOURCE GRADING 'S' AGGREGATE AS SHOWN
ON WORK SUMMARIES AND AS-NEEDED TO GRADE ROAD AS
SHOWN.
4. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE ADJUSTED TO
FIT FIELD CONDITIONS AND EXISTING SITE GEOMETRY, AS
APPROVED BY THE C.O.
OR AS APPROVED BY C.O.
4-FT.
CLEARING/
BRUSHING
LIMIT
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%%UNOTES%%U:
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%%UNOTES%%U:
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
LL
EN
PH
IL
LI
PS
C :\U
SE
RS
\A
LL
EN
PH
IL
LI
PS
\B
OX
\00
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S-
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\IR
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EN
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IN
G\
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LA
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\A
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EN
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IP
S_ W
OR
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OR
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NG
\C
AD
\O
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IE
L
AK
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TS
R
OA
D
PL
AN
S
-0
4-
.D
W G;
RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
ARCHIVE NO.
DRAWING TITLE
X-07
SHEET 12 OF 16
ROAD
RECONSTRUCTION
TYPICAL DETAILS (2)
(R6)
PACIFIC NORTHWEST REGION
BRUSHING
HEIGHT
ROADBED
SHOULDERS
FILL SLOPE
CUT SLOPE
14 ft.
TRAVEL WAY
OF ALL VEGETATION FROM DITCHLINE.
GRUB STUMPS AND ROOTS
RESHAPE DITCH AND RECOMPACT
SOILS IN DITCH WITH MECHANICAL TAMPER
BRUSHING & CLEARING LIMITS DETAIL4 NOT TO SCALE
OR GENERAL CLEARING AND
4-ft. BRUSHING PER SECTION 230
GRUBBING PER SECTION 201
FL
OW
TWO 1"x2"x3' STAKES EACH BALE.
SET BALED STRAW OR HAY WITH
EACH STAKE SHOULD BE SET A
MIN. 6" INTO GROUND SURFACE.
SECTION VIEW
A MINIMUM OF 4 INCHES
OVERLAP EDGES OF BALES
AND STAKE IN PLACE.
TYPICAL TEMPORARY
1. DITCH CHECKS MAY BE
CONSTRUCTED OF BIO-BAGS,
WATTLES THAT HAVE BEEN CUT &
TIED, BALES OF STRAW OR HAY, OR
OTHER BIO-DEGRADABLE MATERIALS
AS APPROVED BY THE CONTRACTING
OFFICER.
2. IF STRAW OR HAY BALES ARE USED,
ONLY CERTIFIED SEED & WEED FREE
MATERIAL MAY BE USED ON THE
FOREST.
3. COSTS FOR TEMPORARY DITCH
CHECKS ARE INDIRECT TO PAY ITEM
15713 - SOIL EROSION AND
POLLUTION CONTROL.
DITCH CHECK DAM DETAIL
NOT TO SCALE
NOTES:
FOR SPECIAL CLEARING AND GRUBBING,
OR PLATE COMPACTOR.
4-FT. BRUSHING FROM DITCH MIDLINE
PER SECTION 230 OR SPECIAL CLEARING
AND GRUBBING PER SECTION 202
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%%UPLAN VIEW
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FLOWLINE
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
LL
EN
PH
IL
LI
PS
C :\U
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RS
\A
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PH
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R
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PL
AN
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-0
4-
.D
W G;
RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
AMP
ARCHIVE NO.
DRAWING TITLE
X-08
SHEET 13 OF 16
DRAINAGE LISTING
(R6)
PACIFIC NORTHWEST REGION
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CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
4 1 7:
A
LL
EN
PH
IL
LI
PS
C :\U
SE
RS
\A
LL
EN
PH
IL
LI
PS
\B
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\00
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S-
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RE
RE
CO
V\
RO
AD
SB
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\IR
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IN
G\
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OR
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PL
AN
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-0
4-
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W G;
RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
ARCHIVE NO.
DRAWING TITLE
X-09
SHEET 14 OF 16
DRAINAGE INSTALLATION
DETAILS
(R6)
PACIFIC NORTHWEST REGION
MATERIALS DISPOSAL:
1. MANMADE ITEMS DESIGNATED FOR REMOVAL UNDER PAY ITEMS 20301A & 20301B BECOME THE PROPERTY OF THE PURCHASER UPON REMOVAL FROM THE GROUND. REMOVE ALL MANMADE TRASH, REFUSE, AND ITEMS DESIGNATED FOR REMOVAL FROM FOREST LANDS AND DISPOSE OF IN A LEGAL MANNER IN ACCORDANCE WITH ALL APPLICABLE
FEDERAL, STATE, AND LOCAL LAWS & REGULATIONS.
2. ALL MERCHANTABLE TIMBER FELLED DURING OPERATIONS, WHETHER DESIGNATED FOR REMOVAL OR NOT, SHALL BE CONSIDERED INCLUDED TIMBER AND DISPOSED OF ACCORDING TO THE TERMS OF THE TIMBER SALE CONTRACT. DO NOT FALL OR REMOVE ANY MERCHANTABLE TIMBER UNTIL IT HAS BEEN DESIGNATED FOR REMOVAL AND
CLEARLY MARKED AS SUCH BY THE CO.
3. DISPOSE OF UNSUITABLE OR EXCESS SOILS ONLY AT THE DESIGNATED PROJECT DISPOSAL SITE. THE DESIGNATED DISPOSAL SITE FOR THIS PROJECT IS AT THE CLEARING AT GPS POINT: (44.968264, -121.916810) AND SHOWN ON THE VICINITY MAP JUST NORTH OF THE JUNCTION OF THE NFSR 4670 000 AND NFSR 4670 150.
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAM BED
ORIGINAL GROUND OR
STREAMBED
TYPE 1
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
ELBOW
SEE ANCHORING DETAIL
OUTLET DISSIPATER
(IF SPECIFIED)
1' MIN.
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
CULVERT INSTALLATION TYPES
TYPE 3
TYPE 2
DITCH DAM
NORMAL DITCH LINE
HAND PLACED RIPRAP (WHEN
SPECIFIED)
TOP OF CUT SLOPE
WATER FLOW
CUT SLOPE
SUBGRADE SHOULDER
AS STAKED 15' MIN.AS STAKED 15' MIN.
DITCH DAM PLAN VIEW
DITCH GRADE =
CULVERT GRADE +
1%
OUTLET DITCH
1V:1.5H 1V:1.5H
CULVERT DIAMETER
MATERIAL TO BE
DEPOSITED ON BOTH
SIDES OF DITCH
SECTION A-A
SKEW DIAGRAM
B.O.P. E.O.P.
120° SKEW60° SKEW
B.O.P. = BEGINNING OF PROJECT
E.O.P. = END OF PROJECT
120°
SUBGRADE
1'1'
1'
NATIVE MATERIAL
1V:2H
1V:1.5H D + 1'
1.5 x D
D + 6" D + 1'
DITCH DAMSUBGRADE
CULVERT INSTALLATION NOTES:
1. LOCATION AND LENGTHS OF CULVERTS IDENTIFIED ON THESE PLANS IS APPROXIMATE. CONTRACTOR SHALL SURVEY AND STAKE THE FINAL LOCATION, SKEW, LENGTH, ELEVATIONS, AND GRADE ACCORDING TO SECTION 152.03(g) OF THE SPECIFICATIONS. DO NOT ORDER CULVERT MATERIAL UNTIL THE CONTRACTING OFFICER HAS ACCEPTED THE FINAL
STRUCTURE SIZE, LENGTH, AND ALIGNMENT.
2. BACKFILL ALL CULVERTS IN ACCORDANCE WITH FP-14, SECTION 209 STRUCTURE EXCAVATION AND BACKFILL.
3. ALL EXCAVATION AND TRENCHING OPERATIONS SHALL CONFORM TO OREGON OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION (OR-OSHA) REQUIREMENTS.
4. DO NOT OPERATE ANY HEAVY EQUIPMENT OVER ANY CULVERT UNTIL IT HAS BEEN PROPERLY BACKFILLED WITH A
MINIMUM OF 1-FOOT COVER.
7. CULVERTS SHALL BE INSTALLED WITH A MINIMUM OF 3% SLOPE WHEREVER FEASIBLE, EXCEPT WHERE APPROVED BY C.O.
8. THE MINIMUM LENGTH OF A SINGLE PIPE SECTION FOR ANY INSTALLATION SHALL NOT BE LESS THAN 10 L.F.
9. ALL NEW STEEL CULVERTS SHALL BE ALUMINIZED STEEL, TYPE 2, WITH STANDARD 2-2/3"x1/2" CORRUGATIONS.
10. ALL WORK IN LIVE STREAMS MUST TAKE PLACE WITHIN THE ODF&W PRESCRIBED IN-STREAM WORK WINDOW, BETWEEN JULY 15TH AND AUGUST 31ST, UNLESS OTHERWISE APPROVED IN WRITING BY THE C.O. THE CONTRACTOR SHALL PROVIDE THE GOVERNMENT WITH AN EROSION CONTROL AND DEWATERING PLAN A MINIMUM OF 7 CALENDAR DAYS PRIOR TO THE INITIATION OF WORK ACTIVITY ON EACH ROAD OR AT EACH STREAM CROSSING. ALL COSTS ASSOCIATED WITH DEWATERING AND EROSION CONTROL MEASURES SHALL BE CONSIDERED INDIRECT TO PAY ITEM
15713 - SOIL EROSION AND POLLUTION CONTROL.
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NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY TO ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
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RIVBULIO IRSC: OLALLIE
LAKE
MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
ARCHIVE NO.
DRAWING TITLE
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DRAINAGE INSTALLATION
DETAILS
(R6)
PACIFIC NORTHWEST REGION
1.5'
MIN.
1.5'
MIN.
4' - 6"
6' - 10"
MATCH EXIST SLOPE
DITCH ELEVATION OR MATCH
SET INLET AT RECONDITIONED
EXISTING INLET ELEVATION. ℄
SEE "TYPICAL
CATCH BASIN
DETAIL"
ENERGY DISSIPATOR
WHERE REQUIRED,
SLOPE VARIABLE,
CONSTRUCT AS STAKED
SLOPE VARIES
IN THE DRAINAGE LISTING.
INSTALL PIPE AS IDENTIFIED
AS NOTED IN THE RECONSTRUCTION
SUMMARY OR STAKED IN THE FIELD
SET SKEW AND INVERT ELEVATIONS
1.5*D
12" MIN
TYPICAL CATCH BASIN DETAIL
NOT TO SCALE
TYPICAL CULVERT TRENCH DETAIL
NOT TO SCALE
SECTION VIEW
GENERAL NOTES:
1. THE CONTRACTOR SHALL GRADE ALL ROAD EXCAVATION AREAS TO SAFELY PASS TRAFFIC AT THE COMPLETION OF EACH WORK DAY.
THE ROADWAY MUST BE SIGNED TO MUTCD STANDARDS AND BE PASSABLE TO ALL TRAFFIC OVERNIGHT, ON WEEKENDS, AND ON FEDERAL HOLIDAYS. TRAFFICABILITY AND SAFETY OF EACH WORK SITE IS THE RESPONSIBILITY OF THE CONTRACTOR AT ALL TIMES, WHETHER
WORKERS ARE ON SITE OR NOT.
2. ALL ROADWAY EXCAVATION AND EMBANKMENT EARTHWORK SHALL HAVE MAXIMUM ALLOWABLE DEVIATIONS FROM PLAN LINES, GRADES, CROSS SECTIONS, AND DIMENSIONS ACCORDING TO CONSTRUCTION TOLERANCE CLASS D AS DEFINED BY FSSS "TABLE 204-2
CONSTRUCTION TOLERANCES".
3. EXISTING TREES MAY BE REMOVED ONLY AS NECESSARY TO COMPLETE SPECIFIED WORK ACCORDING TO THE CONTRACT. ALL TREES OF MERCHANTABLE QUALITY ARE PROPERTY OF THE US GOVERNMENT AND SHALL BE DISPOSED OF ACCORDING TO THE TIMBER SALE CONTRACT OR DECKED ON SITE AS DIRECTED BY THE CONTRACTING OFFICER. ALL TREES NOT OF MERCHANTABLE QUALITY SHALL BE DISPOSED OF ACCORDING TO FSSS 203.05 (f).
4. EXTRACT WATER FOR CONSTRUCTION OPERATIONS ONLY AT APPROVED LOCATIONS ACCORDING TO SECTION 170 OF THE SPECIFICATIONS. AT ANY TIME WHEN THE WATER AT THIS LOCATION IS INSUFFICIENT FOR THE PROPOSED WORK, THE CONTRACTOR WILL DEVELOP A WATER SUPPLY AT ANOTHER NEARBY LOCATION AS DESIGNATED BY THE CONTRACTING OFFICER.
5. FISH SCREENING IS REQUIRED OVER THE INLETS OF DRAFT HOSES AT ALL TIMES DURING WATER EXTRACTION. DRAFTING OF WATER SHALL NOT DRAW DOWN STREAM FLOW BY GREATER THAN 50% FROM ANY APPROVED LIVE STREAM WATER SOURCE.
6. REMOVE ALL BERMS, EXISTING OR CREATED, TO ALLOW FOR DRAINAGE OF WATER FROM THE ROAD TRAVELED WAY, UNLESS
OTHERWISE DESIGNATED TO REMAIN.
7. ANY DAMAGE TO THE EXISTING ROAD SYSTEM, INSIDE OR OUTSIDE OF THE WORK AREA, WILL BE REPAIRED AT THE CONTRACTOR'S
EXPENSE PRIOR TO FINAL ACCEPTANCE OF THE PROJECT.
8. APPLY GOVERNMENT PROVIDED SEED AND CONTRACTOR PROVIDED MULCH ON ALL DISTURBED AREAS AS DIRECTED BY THE CONTRACTING OFFICER. ALL COMMERCIAL SOURCE MULCH USED ON SITE SHALL BE CERTIFIED BY THE STATE OF OREGON AS BEING FROM
A "WEED AND SEED FREE" SOURCE.
9. STORAGE OF ALL EQUIPMENT AND MATERIALS ON GOVERNMENT LANDS WILL BE AT APPROVED LOCATIONS ONLY AND BE STORED AT
THE CONTRACTOR'S RISK.
10. ALL DETAILS ARE TYPICAL DETAILS, AND ARE SECTION VIEW UNLESS OTHERWISE NOTED.
11. NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY TO
ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
12. DETAILS AND DRAWINGS ARE NOT TO SCALE (NTS).
12" MIN
4" MIN
COMPACTED FILL
PER FP-14 SECT 209.11
METHOD C,
REMOVE LARGE
LOOSE ROCKS
BEDDING PER
FP-14 209.09(b)
CULVERT TRENCH NOTES:
BACKFILL MATERIAL SHALL BE¾" MINUS CRUSHED ROCK
COMPACTED IN LAYERS OF 6" MAXIMUM DEPTH, ONE PIPE
DIAMETER (D) OR MINIMUM OF 1.5' WIDTH ON EACH SIDE, FOR THE
FULL TRENCH LENGTH. THE MINIMUM DEPTH OVER ANY
PORTION OF THE PIPE SHALL BE 1' OF CRUSHED ROCK, NOT
INCLUDING THE CRUSHED ROCK FOR THE ROAD. ALL SIDE
SLOPES SHALL CONFORM TO OSHA REGULATIONS.
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TYPICAL CULVERT INSTALLATION SECTION
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%%UROAD SECTION
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*SEE CULVERT INSTALLATION DETAILS FOR ADDITIONAL INFORMATION
NOT TO SCALE
OUTSLOPE -5%
OUTSLOPE -5% FROM ROADWAY
5' MIN. FROM SURROUNDING VEGETATION
CONSTRUCT DITCH AS DIRECTED BY CO
1:1 1
2 (TYP)
1:1 1
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HEIGHT
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TYPICAL DISPOSAL AREA DETAIL
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DRAWN
DESIGNER
CHECKED
DATE
PROJECT NO.
DWG SHEET NO.
United States Department of Agriculture Forest Service
5/2 2/2
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RIVBULIO IRSC: OLALLIE
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MT. HOOD NATIONAL
FOREST
CLACKAMAS RIVER RANGER
DISTRICT
04/2024
AMP
ARCHIVE NO.
DRAWING TITLE
X-11
SHEET 16 OF 16
DISPOSAL AREA DETAIL
(R6)
PACIFIC NORTHWEST REGION
AutoCAD SHX Text NOTES: 1) DISPOSAL AREA LIMITS SHALL BE FLAGGED BY CO IN DESIGNATED WASTE DISPOSAL AREAS ACCORDING TO VICINITY MAP. 2) LOAD, HAUL, AND PLACE EXCAVATED MATERIAL IN COMPACTED LIFTS NOT GREATER THAN 2 FEET. 3) SHAPE TO DRAIN. 4) AFTER MATERIAL IS PLACED & COMPACTED, SEEDS SHALL BE SOWN ON THE PILES AT A RATE OF 25LBS/ACRE. SEED SHALL BE BROADCAST BY HAND, AND WEED-FREE MULCH WILL BE BE APPLIED AFTER SEEDING.
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DISPOSAL AREA WITH OPEN AREA
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MAX. HEIGHT 8'
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| Sheets and Views |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-TITLE |
| OLE7 |
| OLE8 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-G-01 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-G-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-G-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-G-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-01 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-02 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-03 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-04 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-05 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-06 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-07 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-08 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-09 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-10 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| OLALLIE LAKE TS ROAD PLANS 03-04-2024-X-11 |
| OLE2 |
| OLE3 |
| OLE4 |
| OLE5 |
| OLE6 |
| OLE7 |
| OLE9 |
| OLE10 |
| 2024-05-22T17:34:05-0700 | |
| ALLEN PHILLIPS |
| 2024-05-22T18:00:39-0700 | |
| AMBEROSE LONGRIE |
| 2024-05-28T13:02:19-0700 | |
| JENNIFER LYMAN |
| 2024-05-28T17:15:22-0700 | |
| PHILIP MONSANTO |
File details come from the government source that posted it. Updated .