5b. Appendix D Drawings Oak Grove IRSC.pdf
PDF 5 MB Posted
- Attached to
- OAK GROVE STEWARDSHIP IRSC Federal contract opportunity
- Solicitation number
- 12363N23Q4018
- Issued by
- Department of Agriculture Forest Service
About this file
This federal contract opportunity solicitation seeks proposals for the Oak Grove Stewardship IRSC project. The solicitation will result in a firm fixed price commercial services contract awarded by the Department of Agriculture Forest Service. The project objectives are to cut and remove standing fire-damaged trees that threaten National Forest System roads in Oregon, and conduct associated fuels reduction and road maintenance work, by December 31, 2024. Services include cutting danger trees, piling and removing slash, implementing erosion controls, and optional road and timber removal work. An estimated mix of fire-damaged timber species is present but volumes are unquantified. Questions should be directed to the points of contact by the notice due date. Proposals will be evaluated using best value tradeoff procedures.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 1. Solicitation Oak Grove IRSC.pdf | ||
| 2. Appendix A Oak Grove IRSC.pdf | ||
| 9. WD DBA OR#20230001v9 Highway 06022023.pdf | ||
| 7. Oak Grove PreSolicitation Site Visit Questions.pdf | ||
| 3. Appendix B Oak Grove IRSC.pdf | ||
| 5a. Appendix D Supplemental Specifications Oak Grove IRSC.pdf | ||
| 6. Contract Area Map Oak Grove IRSC.pdf | ||
| 4. Appendix C Oak Grove IRSC.pdf | ||
| 8. WD SCA-OR#1977-0079v72 04252023.pdf |
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Text version
Junction 4600/5700
PROJECT LOCATION
VICINITY MAP
SHEET OF
United States Department of Agriculture
Forest Service
1 10
TRAVEL DIRECTIONS:
FROM CLACKAMAS RIVER RIVER RANGER STATION (16400 CHAMPION WAY, SANDY, OR 97055), HEAD
WEST ON US-26 E FOR 0.2 MILES, TURN RIGHTIN ONTO 362ND AVE AND CONTINUE FOR 1.8 MILES.
TURN RIGHTON ONTO OR-211 S AND CONTINUE FOR 3.9 MILES. TURN LEFTON 0R-211S/OR-224 E AND
CONTINUE FOR 30.6 MILE TO REACH THE END OF THE HIGHWAY AND THE JUNCTION OF NFSR
4600/NFSR 5700. GPS COORDINATES FOR THIS POINT ARE: 45.079497, -122.042742; AS SHOWN ON MAP
ON PAGE 2.
DESIGNED BY
PETE HUPPI - (PROJECT ENGINEER)
RECOMMENDED BY (ZONE ENGINEER)
DANNY MATTHEWS
2/9 /23
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OAK GROVE IRSC
OREGON
CLACKAMAS COUNTY
MT. HOOD NATIONAL FOREST
CLACKAMAS RIVER RANGER DISTRICT
(R06) PACIFIC NORTHWEST REGION
APPROVED BY (DISTRICT RANGER)
CURTIS BOOHER
APPROVED BY (FOREST ENGINEER)
JENNY LYMAN
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DESIGNER
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United States Department of Agriculture Forest Service
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(R06)
PACIFIC NORTHWEST REGION
OAK GROVE IRSC
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
VICINITY MAP
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ROAD TO BE RECONSTRUCTED
ROAD TO BE RECONSTRUCTED
OTHER AREA GRAVEL ROADS
OTHER AREA ROADS
OTHER AREA PAVED ROADS
WATER DRAFT CHANCE
DISPOSAL AREA
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NFSR 5700 000 BOP M.P. 0.00
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NATIONAL
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FOREST
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NATIONAL
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FOREST
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NFSR 5700 000 EOP M.P. 3.28
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NFSR 5710 000 EOP M.P. 2.33
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NFSR 5700 000 M.P. 0.56 = NFSR 5710 000 BOP M.P. 0.00
1. 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. THERE ARE KNOWN UTILITIES ON THESE ROADS.
2. 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.
3. 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. AT A MINIMUM, ANY WATER WITHDRAWAL IN ACTIVE STREAMS
WITH FISH PRESENT SHALL HAVE SCREENED INTAKES WITH A MAXIMUM SCREEN OPENING OF 3/32 INCH, MAXIMUM INTAKE VELOCITY OF 0.4 FEET PER
SECOND AND WILL NOT REDUCE STREAM FLOW BY MORE THAN 10% BY VISUAL MEASURE. WATER WITHDRAWAL FROM ANY OTHER SOURCE SHALL BE
APPROVED IN WRITING, PRIOR TO USE, BY THE CO.
4. 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.
5. REMOVE ALL CONSTRUCTION RELATED REFUSE FROM GOVERNMENT LAND PRIOR TO FINAL ACCEPTANCE.
6. 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.
7. CONFINE CONSTRUCTION EQUIPMENT TO THE ROADWAY OR DESIGNATED WASTE DISPOSAL SITES, UNLESS OTHERWISE SHOWN ON THE PLANS OR
APPROVED BY THE CO.
8. STORING OF ALL EQUIPMENT ON GOVERNMENT LANDS WILL BE AT THE CONTRACTOR'S RISK AND AT A LOCATION APPROVED BY THE CO.
9. DEPTHS OF SOIL AND AGGREGATE ARE GIVEN AS FINAL COMPACTED DEPTHS.
10. CONSTRUCTION TOLERANCE IS 'A' UNLESS OTHERWISE NOTED ON THE DRAWINGS.
11. 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.
12. DESIGNATED WASTE AREA IS IDENTIFIED ON THE AREA MAP. THE CO WILL FLAG THE DISPOSAL AREAS PRIOR TO PLACEMENT OF MATERIAL. SMOOTH, SHAPE, AND COMPACT TO DRAIN WITH CONSTRUCTION EQUIPMENT AS DIRECTED BY CONTRACTING OFFICER.
13. CONSTRUCTION TOLERANCE CLASS A FOR ALL ROADS.
14. THE SUBMITTED TRAFFIC CONTROL PLAN SHALL INCLUDE METHODS TO WARN PUBLIC TRAFFIC OF ROAD WORK ACTIVITIES. ALL CONSTRUCTION SIGNS
SHALL MEET MUTCD REQUIREMENTS.
15. SALVAGE AND STOCKPILE EXISTING AGGREGATE DURING EXCAVATION AND USE AS INITIAL BACKFILL MATERIAL.
16. 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.
17. 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 ITEMS 63501A & 63501B.
18. UNLESS NOTED ELSEWHERE, WATER SOURCE WILL BE CONTRACTOR PROVIDED OFF OF NATIONAL FOREST LANDS.
ABBREVIATIONS:
BOP - BEGINNING OF PROJECT NFSR - NATIONAL FOREST SYSTEM ROAD CO - CONTRACTING OFFICER
EOP - END OF PROJECT FS - FOREST SERVICE FSSS - FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS
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RANGER DISTRICT
GENERAL NOTES
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DESIGNER
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United States Department of Agriculture Forest Service
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TYPICAL ROADBED RECONDITIONING SECTION
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WIDTHS VARY BY ROAD
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SCARIFY EXISTING
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DEPTH, REMOVING ALL
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OVERSIZE MATERIAL
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4%%% ON ROADS WITH CENTERLINE GRADE %%U<%%U 6%%%
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NOT TO SCALE
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ROADBED TO A 6-IN.
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BRUSHING
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NOT TO SCALE
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GRUBBING PER SECTION 201
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SPECIAL CLEARING AND GRUBBING
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PER SECTION 201
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FLOWLINE OF DITCH TO BE
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OR AS APPROVED BY THE C.O.
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EXISTING
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1. * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE MODIFIED TO FIT FIELD CONDITIONS AS DIRECTED BY THE * - 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 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 30301. END-HAUL AND DISPOSAL OF ALL UNSUITABLE MATERIAL IS INDIRECT TO PAY ITEM 30301. 4. CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE CLEAN AND/OR RECONDITION ALL CULVERT INLETS & OUTLETS AND SHAPE CATCH BASINS ACCORDING TO THE TYPICAL CATCH BASIN DETAIL (SEE DETAIL 3, SHEET 10). 5. CONSTRUCT TEMPORARY DITCH CHECKS PER DETAIL 3 OF THIS SHEET FOR 90-ft. DISTANCE EACH SIDE OF 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.
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CLEARING/BRUSHING LIMITS
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SHAPE CROSS SLOPE TO DRAIN
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5%%% SLOPE ON STEEPER GRADE ROADS
AutoCAD SHX Text 2*
AutoCAD SHX Text 1*
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SHAPE AND GRADE ROAD
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TO DIMENSIONS SHOWN.
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MATCH EXISTING ROAD WIDTH;
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ROLLER COMPACT
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ACCORDING TO SUBSECTION
AutoCAD SHX Text 204.11(a)(1)
AutoCAD SHX Text 12-ft. MINIMUM
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EXISTING
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ROAD BASE
AutoCAD SHX Text 2*
AutoCAD SHX Text 1*
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FLOW
AutoCAD SHX Text TWO 1"x2"x3' STAKES EACH BALE.
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SET BALED STRAW OR HAY WITH
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EACH STAKE SHOULD BE SET A
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MIN. 6" INTO GROUND SURFACE.
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%%USECTION VIEW
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%%UPLAN VIEW
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A MINIMUM OF 4 INCHES
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OVERLAP EDGES OF BALES
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AND STAKE IN PLACE.
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FLOWLINE
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OF DITCH
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TYPICAL TEMPORARY
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1. DITCH CHECKS MAY BE 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 IF STRAW OR HAY BALES ARE USED, ONLY CERTIFIED SEED & WEED FREE MATERIAL MAY BE USED ON THE FOREST. 3. COSTS FOR TEMPORARY DITCH COSTS FOR TEMPORARY DITCH CHECKS ARE INDIRECT TO PAY ITEM 15713 - SOIL EROSION AND POLLUTION CONTROL.
AutoCAD SHX Text
DITCH CHECK DAM DETAIL
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NOT TO SCALE
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%%UNOTES%%U:
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1. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION 303. RECONDITION ROADS AS SHOWN IN ACCORDANCE WITH SECTION 303. 2. WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO MINIMUM WHERE RUTTING, EROSION, AND POTHOLES EXIST, SCARIFY TO MINIMUM 1-IN. BELOW BOTTOM OF THE RUTTING, EROSION, OR POTHOLE. 3. ADD GOVERNMENT PROVIDED AGGREGATE AS SHOWN ON WORK SUMMARIES ADD GOVERNMENT PROVIDED 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 * - DIMENSIONS MARKED WITH AN ASTERISK MAY BE ADJUSTED TO FIT FIELD CONDITIONS AND EXISTING SITE GEOMETRY, AS APPROVED BY THE C.O.
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%%UNOTES%%U:
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FOR SPECIAL CLEARING AND GRUBBING,
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4-FT. CLEARING/ BRUSHING LIMIT
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WITH FLOWLINE MINIMUM 12-IN.
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BELOW SUBGRADE ELEVATION
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SOURCE GRADING 'S' AGGREGATE
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OR AS APPROVED BY C.O.
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EXISTING RUTTING, EROSION, AND
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POTHOLES; FILL USING COMMERCIAL
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SOIL
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NATIVE
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RESHAPE AND RECONDITION DITCH
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SOIL
EXISTING
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/9 /23
:0
6 P
HU
PP
I C
:\U
SE
RS
\P
HU
PP
I\B
OX
\F
IR
ER
EC
OV
ER
YR
OA
DS
DA
NG
ER
TR
EE
S\
IR
SC
O
AK
GR
OV
E\
HU
PP
IW
OR
KS
PA
CE
\W
OR
KI
NG
DO
CU
ME
NT
S\
OA
KG
RO
VE
-D W
GS
.D
W G;
(R06)
PACIFIC NORTHWEST REGION
OAK GROVE IRSC
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE LISTING
11/8/2022
FS090523_R102013_L1-002.dwg
P. HUPPI
P. HUPPI
X.XXX
X-01
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PROJECT NAME
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UNLESS OTHERWISE NOTED, SKEW, GRADE, AND TYPE SHALL MATCH REMOVED DRAINAGE STRUCTURES. NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY TO ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/9 /23
:0
6 P
HU
PP
I C
:\U
SE
RS
\P
HU
PP
I\B
OX
\F
IR
ER
EC
OV
ER
YR
OA
DS
DA
NG
ER
TR
EE
S\
IR
SC
O
AK
GR
OV
E\
HU
PP
IW
OR
KS
PA
CE
\W
OR
KI
NG
DO
CU
ME
NT
S\
OA
KG
RO
VE
-D W
GS
.D
W G;
(R06)
PACIFIC NORTHWEST REGION
OAK GROVE IRSC
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE
INSTALLATION
TYPICALS
11/8/2022
FS090523_R102013_L1-002.dwg
P. HUPPI
P. HUPPI
X.XXX
X-01
DO NOT RAISE OUTLET
ABOVE ORIGINAL GROUND
OR STREAM BED
ORIGINAL GROUND OR
STREAMBED
TYPE 1
C
L
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
ELBOW
SEE ANCHORING DETAIL
OUTLET DISSIPATER
(IF SPECIFIED)
C
L
C
L
1' MIN.
1' MIN.
CATCH BASIN
SEE DETAIL (SHEET 10)
CULVERT INSTALLATION TYPES
TYPE 3
TYPE 2
TYPE 2 & 3 CULVERT INSTALLATION
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
A
A
DITCH GRADE =
CULVERT GRADE +
1%
OUTLET DITCH
V
H
V
H
CULVERT DIAMETER
MATERIAL TO BE
DEPOSITED ON BOTH
SIDES OF DITCH
SECTION A-A
SKEW DIAGRAM
B.O.P.
E.O.P.
120° SKEW
60° SKEW
B.O.P. = BEGINNING OF PROJECT
E.O.P. = END OF PROJECT
X-SECTION OF DITCH DAM
CATCH BASIN ELEVATION
D
SUBGRADE
1'1'
1'
NATIVE MATERIAL
V
H
V
H
D + 1'
1.5 x D
D + 6"
D + 1'
DITCH DAMSUBGRADE
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PROJECT NAME
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%%UMATERIALS DISPOSAL%%U:
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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 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 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.
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%%UCULVERT INSTALLATION NOTES%%U:
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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.
NOTES FROM DRAINAGE LISTING, ROAD DRAINAGE INSTALLATION TYPICAL, AND ROAD DRAINAGE INSTALLATION TYPICAL (2) APPLY TO ALL DRAINAGE FEATURES TO BE CONSTRUCTED.
DESIGNER
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DWG SHEET NO.
OFSHEET
United States Department of Agriculture Forest Service
2/9 /23
:0
6 P
HU
PP
I C
:\U
SE
RS
\P
HU
PP
I\B
OX
\F
IR
ER
EC
OV
ER
YR
OA
DS
DA
NG
ER
TR
EE
S\
IR
SC
O
AK
GR
OV
E\
HU
PP
IW
OR
KS
PA
CE
\W
OR
KI
NG
DO
CU
ME
NT
S\
OA
KG
RO
VE
-D W
GS
.D
W G;
(R06)
PACIFIC NORTHWEST REGION
OAK GROVE IRSC
MT. HOOD
NATIONAL FOREST
CLACKAMAS RIVER
RANGER DISTRICT
DRAINAGE
INSTALLATION
TYPICALS
FS090523_R102013_L1-002.dwg
P. HUPPI
P. HUPPI
X.XXX
X-01
PLACED RIPRAP,
CLASS 2
AutoCAD SHX Text
PROJECT NAME
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%%UGENERAL NOTES%%U:
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).
| Sheets and Views |
| OakGrove-dwgs-1-CVSHT |
| OakGrove-dwgs-2-VM (5) |
| OakGrove-dwgs-3-notes |
| OakGrove-dwgs-4-PY ITM |
| OakGrove-dwgs-5-RD RCN SUM |
| OakGrove-dwgs-6-RD RCN SUM (2) |
| OakGrove-dwgs-7-RD RECON TYP |
| OakGrove-dwgs-8-drainage table |
| OakGrove-dwgs-9-drainagetyp1 |
| OakGrove-dwgs-10-drainage typ2 |
| DESCRIPTION: | |
| QUANTITY BY ROAD: | |
| 15101: | |
| MOBILIZATION: | |
| LUMP SUM: | |
| ALL: | |
| fill_7: | |
| ALL_2: | |
| 15713: | |
| SOIL EROSION POLLUTION CONTROL: | |
| LUMP SUM_2: | |
| ALL_3: | |
| fill_13: | |
| ALL_4: | |
| 20302: | |
| EACH: | |
| 5: | |
| 7: | |
| 12: | |
| INCLUDES REMOVAL FROM NATIONAL FOREST SERVICE LAND DISPOSAL OF EXISTING CULVERTS DISPOSAL METHOD a: | |
| 20304: | |
| SQYD: | |
| 146: | |
| 0: | |
| 146_2: | |
| 20419: | |
| DRAINAGE EXCAVATION TYPE 1: | |
| CUBIC YARD: | |
| 186: | |
| 69: | |
| 255: | |
| 20422: | |
| DRAINAGE EXCAVATION DITCH: | |
| LUMP SUM_3: | |
| ALL_5: | |
| 0_2: | |
| ALL_6: | |
| 20424: | |
| CUBIC YARD_2: | |
| 10: | |
| 0_3: | |
| 10_2: | |
| CONSTRUCT DRAINAGE OUTLET DITCH TO DAYLIGHT DRAINAGE: | |
| 30201: | |
| CY: | |
| 62: | |
| 72: | |
| 134: | |
| 34 MINUS CRUSHED ROCK COMMERCIAL SOURCE WATERING IS CONSIDERED INDIRECT TO THIS PAY ITEM: | |
| RECONDITION DITCHES AS SHOWN IN TYPICAL DETAILS: | |
| 40304: | |
| TON: | |
| 400: | |
| 0_4: | |
| 40: | |
| INCLUDES ALL MATERIALS AND LABOR FOR PAVING AS SHOWN ON PLANS COMMERCIAL SOURCE MATERIAL: | |
| 60201A: | |
| FOOT: | |
| 300: | |
| 212: | |
| 512: | |
| DATE 1182022: | |
| 60201B: | |
| FOOT_2: | |
| 0_5: | |
| 46: | |
| 46_2: | |
| DESIGNER P HUPPI: | |
| 60201C: | |
| FOOT_3: | |
| 20: | |
| 20_2: | |
| 40_2: | |
| DRAWN P HUPPI: | |
| DWG SHEET NO X01: | |
| 60710: | |
| EACH_2: | |
| 2: | |
| 0_6: | |
| 2_2: | |
| CHECKED XXXX: | |
| 60713: | |
| CLEANING CULVERTS IN PLACE: | |
| MILE: | |
| 328: | |
| 233: | |
| 561: | |
| PROJECT NO: | |
| MP: | |
| PAY ITEM: | |
| UNIT: | |
| QTY: | |
| DESCRIPTION_2: | |
| 000: | |
| JCT WITH N FSR 4600 000: | |
| BEGIN ROAD RECONDITIONING DITCH: | |
| 60713_2: | |
| MILE_2: | |
| 328_2: | |
| BEGIN CLEANING ALL EXISTING CULVERTS TO REMAIN: | |
| REMOVE EXISTING CULVERT: | |
| 20304_2: | |
| SQYD_2: | |
| 15: | |
| 229: | |
| 20304_3: | |
| SQYD_3: | |
| 10_3: | |
| REMOVE EXISTING ASPHALT DISPOSAL METHOD A SAWCUTS ARE REQUIRED AND PAID INDIRECT TO THIS ITEM: | |
| 008: | |
| 30201_2: | |
| CY_2: | |
| 8: | |
| PLACE 4 LIFT ASPHALT: | |
| 30201_3: | |
| CY_3: | |
| 8_2: | |
| 234: | |
| 20422_2: | |
| LS: | |
| ALL_7: | |
| PLACE 4 LIFT ASPHALT_2: | |
| 32JCT W 5710 000: | |
| INSTALL 24 CORRUGATED GALVANIZED STEEL PIPEJCT W 5710 000: | |
| 057: | |
| REMOVE EXISTING CULVERT_2: | |
| 20304_4: | |
| SQYD_4: | |
| 26: | |
| REMOVE EXISTING ASPHALT DISPOSAL METHOD A SAWCUTS ARE REQUIRED AND PAID INDIRECT TO THIS ITEM_2: | |
| 20419_2: | |
| CY_4: | |
| 57: | |
| PERFORM EXCAVATION IN ADDITION TO 20302: | |
| 30201_4: | |
| CY_5: | |
| 8_3: | |
| 30201_5: | |
| CY_6: | |
| 12_2: | |
| PLACE 4 LIFT ASPHALT_3: | |
| 241: | |
| REMOVE EXISTING CULVERT_3: | |
| 20304_5: | |
| SQYD_5: | |
| 10_4: | |
| REMOVE EXISTING ASPHALT DISPOSAL METHOD A SAWCUTS ARE REQUIRED AND PAID INDIRECT TO THIS ITEM_3: | |
| 60201C_2: | |
| FOOT_4: | |
| 20_3: | |
| PLACE 4 LIFT ASPHALT_4: | |
| 260: | |
| 60710_2: | |
| EACH_3: | |
| 1: | |
| 083: | |
| 20424_2: | |
| FOOT_5: | |
| 10_5: | |
| CONSTURCT OUTLET DITCH AT5 INLINE WITH CULVERT: | |
| 275: | |
| 60710_3: | |
| EACH_4: | |
| 1_2: | |
| 128: | |
| REMOVE EXISTING CULVERT_4: | |
| 20304_6: | |
| SQYD_6: | |
| 40_3: | |
| REMOVE EXISTING ASPHALT DISPOSAL METHOD A SAWCUTS ARE REQUIRED AND PAID INDIRECT TO THIS ITEM_4: | |
| 30201_6: | |
| CY_7: | |
| 10_6: | |
| PLACE 4 LIFT ASPHALT_5: | |
| 308: | |
| REMOVE EXISTING CULVERT_5: | |
| 20304_7: | |
| SQYD_7: | |
| 45: | |
| REMOVE EXISTING ASPHALT DISPOSAL METHOD A SAWCUTS ARE REQUIRED AND PAID INDIRECT TO THIS ITEM_5: | |
| 30201_7: | |
| CY_8: | |
| 16: | |
| ARCHIVE NO FS090523R102013L 1002dwg: | |
| DESIGNER P HUPPI_2: | |
| PLACE 4 LIFT ASPHALT_6: | |
| DRAWN P HUPPI_2: | |
| DWG SHEET NO X01_2: | |
| END OF ROAD RECONSTUCTION328: | |
| END OF ROAD RECONSTUCTION328_2: | |
| END OF ROAD RECONSTUCTION328_3: | |
| END ROAD RECONDITIONING DITCH: | |
| CHECKED XXXX_2: | |
| END OF ROAD RECONSTUCTION328_4: | |
| END OF ROAD RECONSTUCTION328_5: | |
| END OF ROAD RECONSTUCTION328_6: | |
| PROJECT NO_2: | |
| DESCRIPTION_3: | |
| JCT WITH NFSR 5700 000: | |
| 000Row1: | |
| 000Row2: | |
| 60713_3: | |
| REMOVE EXISTING CULVERT_6: | |
| 20419_3: | |
| CY_9: | |
| 4: | |
| MILE_3: | |
| 233_2: | |
| REMOVE EXISTING CULVERT_7: | |
| 30201_8: | |
| 019: | |
| 30201_9: | |
| CY_10: | |
| 8_4: | |
| 121: | |
| CY_11: | |
| 8_5: | |
| 032: | |
| REMOVE EXISTING CULVERT_8: | |
| 30201_10: | |
| CY_12: | |
| 8_6: | |
| 128_2: | |
| REMOVE EXISTING CULVERT_9: | |
| 20419_4: | |
| CY_13: | |
| 3: | |
| 30201_11: | |
| CY_14: | |
| 8_7: | |
| 60201C_3: | |
| FOOT_6: | |
| 20_4: | |
| 051: | |
| 30201_12: | |
| CY_15: | |
| 8_8: | |
| REMOVE EXISTING CULVERT_10: | |
| 30201_13: | |
| CY_16: | |
| 8_9: | |
| 190: | |
| REMOVE EXISTING CULVERT_11: | |
| 20419_5: | |
| CY_17: | |
| 4_2: | |
| 30201_14: | |
| CY_18: | |
| 8_10: | |
| 060: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233_2: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233_3: | |
| 104: | |
| REMOVE EXISTING CULVERT_12: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233_4: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233_5: | |
| JUNCTION WITH 5710 016 END OF ROAD RECONSTUCTION233_6: | |
| 30201_15: | |
| CY_19: | |
| 16_2: | |
| 60201B_2: | |
| FOOT_7: | |
| 46_3: | |
| DATE 1182022_2: | |
| DESIGNER P HUPPI_3: | |
| DRAWN P HUPPI_3: | |
| DWG SHEET NO X01_3: | |
| CHECKED XXXX_3: | |
| PROJECT NO_3: | |
| 2023-02-14T07:44:41-0800 | |
| PETER HUPPI |
| 2023-02-15T07:55:43-0800 | |
| DANIEL MATTHEWS |
| 2023-02-14T16:42:33-0800 | |
| JENNIFER LYMAN |
| 2023-02-14T08:37:15-0800 | |
| CURTIS BOOHER |
File details come from the government source that posted it. Updated .