J.West_Chicken_Drawings.pdf
PDF 3 MB Posted
- Attached to
- Tri-Forest Road Maintenance Federal contract opportunity
- Solicitation number
- 1204M318Q0002
About this file
J. West Chicken Call Order Drawings
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| E.Malheur_Final_Call_Order.pdf | ||
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VICINITY MAP
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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WALLOWA-WHITMAN NATIONAL FOREST
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NFSR 5175 MP 1.6
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LEGEND
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WATER SOURCE
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MATERIAL SOURCE
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PAVED SURFACED ROAD
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WALLOWA-WHITMAN NATIONAL FOREST
AutoCAD SHX Text ROAD CONSTRUCTION EQUIPMENT OPERATING IN KNOWN AREAS OF NOXIOUS WEED INFESTATIONS SHALL BE REQUIRED TO BE CLEANED PRIOR TO LEAVING THE AREA. CLEANING OF THIS EQUIPMENT IS INCIDENTAL TO SECTION 151. ALL ROAD MAINTENANCE ASSOCIATED WITH THESE PROJECT ACTIVITIES SHALL BE CONSIDERD INCIDENTAL TO THE PROJECT.
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GENERAL NOTES: SPECIFICATIONS DESIGN: DESIGN STRUCTURES ACCORDING TO AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 7TH EDITION CONSTRUCTION: MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FP-03 STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS WITH APPLICABLE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). DESIGN LOADS LIVE LOAD: HL-93 (LRFD) DEAD LOAD: CONCRETE @ 150 PCF, SOIL LOAD 120 PCF MATERIALS CONCRETE: REINFORCED CONCRETE SHALL BE AIR ENTRAINED CLASS A(AE) WITH A 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. ALL CONCRETE TO BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES AND RE-ENTRANT CORNERS " (UNLESS NOTED OTHERWISE). GRINDING TO ACHIEVE 34" (UNLESS NOTED OTHERWISE). GRINDING TO ACHIEVE CHAMFERS WILL NOT BE ACCEPTED. GROUT: USE NON-SHRINK GROUT FROM ODOT QUALIFIED PRODUCTS LIST. WATER: WATER IS AVAILABLE WITH A VALID LIMITED WATER USE LICENSE FROM THE OREGON WATER RESOURCES DEPARTMENT. LOCATION FOR WATER WITHDRAWAL FROM FOREST SERVICE LANDS SHALL BE COORDINATED WITH CONTRACTING OFFICER. MULTI-PLATE CULVERTS: 5175 WEST CHICKEN CREEK: CULVERT SHALL BE A STEEL MULTI-PLATE CULVERT WITH A 10'-0" SPAN, 3'-6" RISE, AND 36' LENGTH. (THE CULVERT SHALL HAVE A RISE, AND 36' LENGTH. (THE CULVERT SHALL HAVE A 1'-0" BOTTOM STEP; WITH 1.5H:1V SLOPED END ABOVE THE STEP). CERTIFICATIONS CERTIFICATIONS WILL BE REQUIRED UPON DELIVERY; CONTRACTOR MAY SUBMIT ALTERNATE CONFIGURATIONS OR MATERIALS FOR APPROVAL DURING BIDDING IN ACCORDANCE WITH FEDERAL ACQUISITION REGULATIONS. ASSEMBLE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. TOLERANCE WORK PERFORMED UNDER 20401 SHALL CONFORM TO TOLERANCE CLASS 'C.' CONTRACTOR RESPONSIBLE FOR PROTECTING OR REFERENCE STAKING ALL CONTROL POINTS. SOIL VISUAL CLASSIFICATION THE STREAMBED AND SURROUNDING AREA IS COMPOSED PRIMARILY OF COBBLES, SAND, AND GRAVEL. PRELIMINARY SOIL INVESTIGATION NO SUBSURFACE INVESTIGATION WAS CONDUCTED. OBSERVATION OF SURFACE MATERIAL AT THESE SITES CATEGORIZES MATERIALS AS GRAVELS AND COBBLES WITH AN ASSUMED BEARING CAPACITY OF 10 KSF USING A SAFETY FACTOR OF 3. DETERMINATION OF UNSUITABLE MATERIAL IS THE SOLE DISCRETION OF THE CO. DISPOSE OF UNSUITABLE MATERIAL ACCORDING TO FSSS 204.14 IN THE FOREST SERVICE DESIGNATED MATERIAL SOURCES OR AS AGREED TO BY CO. FOUNDATIONS MULTI-PLATE CULVERT SHALL BE PLACED ON PRE-CAST CONCRETE FOOTINGS. SEE SHEETS 6, 7, & 10, FOR DIMENSIONS AND FOOTING REQUIREMENTS. RIPRAP PLACE RIPRAP AS SPECIFIED ADJACENT TO THE CULVERT CORNERS WITHOUT DAMAGING THE STRUCTURE. REMOVAL OF STRUCTURES AND OBSTRUCTIONS REMOVE AND DISPOSE OF EXISTING CULVERTS LEGALLY OFF FOREST SYSTEM LANDS IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT LOCAL UTILITY COMPANIES TO LOCATE ANY BURIED UTILITIES BEFORE EXCAVATING STAGING KEEP EQUIPMENT AT LEAST 300' FROM STREAMS WHEN NOT IN USE OR PROVIDE IN USE OR PROVIDE ALTERNATE PLAN FOR APPROVAL SUBMITTALS SHOP DRAWINGS AND DESIGN CALCULATIONS FOR CULVERT SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER. SUBMIT SHOP DRAWINGS, DESIGN CALCULATIONS, AND PROFESSIONAL ENGINEER STAMP FOR FOOTINGS IF CONTRACTOR ELECTS TO USE AN ALTERNATE DESIGN THAN THE F.S. PROVIDED. INCLUDE REBAR DETAILS AND LOCATIONS FOR WELD PLATES ON FOOTINGS TO THE GOVERNMENT IN ACCORDANCE WITH SECTION H-6. EXCAVATION SALVAGE, STOCKPILE SEPARATELY, AND UTILIZE SUITABLE STREAM MATERIAL REMOVED DURING EXCAVATION IN THE STREAM SIMULATION PROCESS. ALL OTHER SUITABLE MATERIAL SHALL BE USED AS UNCLASSIFIED BORROW IN EMBANKMENT CONSTRUCTION AND/OR BACKFILL OF CULVERT EXCAVATION. FILL VOIDS ADJACENT TO FOOTING AND COMPACT SUCH THAT WATER IS NOT ALLOWED TO FLOW SUBSURFACE. IN-STREAM WORK THE IN-STREAM WORK WINDOW FOR WEST CHICKEN CREEK IS JULY 1ST - JULY IN-STREAM WORK WINDOW FOR WEST CHICKEN CREEK IS JULY 1ST - JULY 31ST. ALL LIVE IN-STREAM WORK MUST BE COMPLETED WITHIN THIS TIME FRAME. FISH REMOVAL WILL BE DONE BY THE FOREST SERVICE AND TAKE PLACE ON THE FIRST DAY OF THE IN-WATER WORK PERIOD OR OTHER AGREED UPON TIME. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ACCOMMODATIONS FOR THIS PROCESS AND TO PROVIDE A MINIMUM 5 DAYS ADVANCE NOTICE TO CONTRACTING OFFICER. INSPECTION RECEIVE WRITTEN APPROVAL FROM CO PRIOR TO ANY OF THE FOLLOWING ACTIVITIES: PLACEMENT OF FOOTINGS PLACEMENT OF STREAM SIMULATION MATERIAL PLACEMENT OF MULTI-PLATE BACKFILLING OF MULTI-PLATE PLACEMENT OF BASE COURSE ROCK ON SUBGRADE TRAFFIC CONTROL SEE FSSS TABLE 156-1 FOR ROAD CLOSURE LOCATION AND PERIODS. PLACE TRAFFIC CONTROL SIGNS AS APPROPRIATE ON ALL ROADS WHERE CONSTRUCTION TRAFFIC MAY CREATE A HAZARD OR WHERE CONSTRUCTION TRAFFIC MAY IMPEDE THE NORMAL FLOW OF VEHICLES. GATE ON FSR 5175 NEAR MP 1.8 MAY BE LEFT OPEN WHILE ROAD IS CLOSED FOR CULVERT INSTALLATION. SEE PIT DEVELOPMENT DETAIL FOR GATE CLOSURE PERIODS ON FSR 5190 AND ACCESS TO THE HOODOO PIT. CONTRACTOR RESPONSIBLE TO COORDINATE WITH ANY OTHER CONTRACTORS WORKING IN THE FSR 5175 VICINITY. DEWATERING NOTES SUBMIT DIVERSION & DEWATERING PLAN IN WRITING TO CONTRACTING OFFICER IN WRITING FOR APPROVAL
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LIMITS OF AREA OF DISTURBANCE PROTECT EXISTING MEADOW TO EXTENT PRACTICABLE
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REMOVE EXISTING 5'-6" X 38' CMPA20301
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STA 3+40 CONSTRUCT GRADE CONTROL 64804
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10'-0" SPAN X 3'-6" X 36'-0" MULTI-PLATE STEEL BOTTOMLESS ARCH CULVERT 60301
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6" BEDDING MATERIAL 20807
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STRUCTURAL BACKFILL & EXCAVATION 20801 & 20803
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ROADWAY EXCAVATION & EMBANKMENT 20401
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NOTES: 1. STREAMBED SIMULATION MATERIAL, STRUCTURAL EXCAVATION, AND RIP RAP ARE NOT SHOWN IN THEIR ENTIRETY FOR CLARITY. 2. SIDE SLOPES TO BE CONSTRUCTED AT 1.5H:1V AND BEVELED ENDS OF CULVERT SHALL BE AT 1.5H:1V PERPENDICULAR TO THE EDGE OF GRAVEL 3. STREAM GRADE AND GRADE BREAKS ARE APPROXIMATE AND SHALL BE AGGREED TO BY CO.
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AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\Details\Culvert Stream Simulation Details.dwg Plot Date: 12/4/2017 8:56 AM
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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9 OF 16 OF 1616
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CULVERT STREAM SIMULATION DETAILS
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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DISTRICT
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LA GRANDE RANGER DISTRICT
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WALLOWA-WHITMAN NATIONAL FOREST
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NFSR 5175 MP 1.6
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STREAM SIMULATION OUTSIDE CULVERT SECTION VIEW
AutoCAD SHX Text STREAM SIMULATION NOTES: SPECIFICATION: 648 PLACE STREAM SIMULATION TO REFLECT UNDISTURBED CONDITIONS UPSTREAM AND DOWNSTREAM OF THE PROJECT AREA. THIS INCLUDES BUT IS NOT LIMITED TO INCORPORATING WOOD AND BOULDERS IN THE FINAL STREAM STRUCTURE. FILL ALL FILL ALL VOIDS WITH FINES. USE EXCAVATED MATERIAL AS STREAM SIMULATION MATERIAL TO THE EXTENT PRACTICABLE. WHEN PLACING STREAM SIMULATION MATERIAL IN A CHANNEL FOR RESTORATION OUTSIDE THE STRUCTURE, EXCAVATE OR FILL TO ACHIEVE THE DESIGN CHANNEL SHAPE SHOWN ON THIS SHEET. VARY THE WIDTH AND DEPTH WITHIN THE SPECIFIED RANGES TO HELP CREATE A SIMULATED CHANNEL. VARY HORIZONTAL LOCATION OF THALWEG (DEEPEST PART OF CHANNEL) WITHIN THE CHANNEL TO REFLECT A NATURAL MEANDER. RANDOMLY PLACE KEY PIECES TO INCLUDE BOULDERS & STUMPS INTO STREAMBED AS AGREED TO BY CO. PLACE WOOD STRUCTURES AS DESIGNATED IN PLANS OR AGREED TO WITH CO (TYPE A OR B). PLACE ROOT WAD FACE AT 20° FROMPERPENDICULAR ANGLE AGAINST FLOW. TREE AND ROOT WAD MAY BE USED FROM LOCAL AREA. TYPICAL WOOD DIAMETER IS 6"-12" DIAMETER WITH APPROXIMATELY 12 TREES NEEDED. PROTECT OR SALVAGE EXISTING RIPARIAN SHRUBS. REPLANT SALVAGED SHRUBS AT CONCLUSION OF IN-STREAM ACTIVITIES; INDIRECT TO PAY ITEM 64804
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TYPE A
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BACKFILL
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LIVE CUTTINGS AND/OR LIVE CLUMPS
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TYPE B
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FOOTER LOG
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BACKFILL
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PLACE ROCK TO FILL AS NEEDED
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LIVE CUTTINGS AND/OR LIVE CLUMPS
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WOOD STRUCTURES
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STREAM SIMULATION DETAILS
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#4 VERT. W/ STANDARD HOOK @ 12" O.C.
AutoCAD SHX Text #4 x 3'-8" @ 12" O.C.
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OUTSIDE FACE OF STEMWALL
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FOOTING DETAIL
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6" DEPTH FOUNDATION FILL FP-03 704.01
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#5 REBAR X 1'-2" @ 12"O.C.
AutoCAD SHX Text L 2 " x 2 " x " x CONT.12" x 2 " x " x CONT.12" x " x CONT.38" x CONT.
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FILL CHANNEL WITH NON-SHRINK GROUT
AutoCAD SHX Text HEIGHT OF INSIDE FIN MAY VARY FROM 2"-4". IF A HEIGHT >2" IS USED, IT MUST BE VERIFIED THE MULTI-PLATE ARCH WILL CLEAR THE FIN WHEN SET IN ITS PROPER LOCATION
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GROUT DETAIL
AutoCAD SHX Text L 2 "X 2 " X " IS THE MINIMUM SIZE ANGLE ALLOWED. A LARGER 12"X 2 " X " IS THE MINIMUM SIZE ANGLE ALLOWED. A LARGER 12" X " IS THE MINIMUM SIZE ANGLE ALLOWED. A LARGER 38" IS THE MINIMUM SIZE ANGLE ALLOWED. A LARGER ANGLE, IN EITHER LEG DIMENSION, THICKNESS, OR BOTH MAY BE USED AT CONTRACTOR'S DISCRETION. UNEQUAL LEG ANGLES ARE ACCEPTABLE. ANGLE AND DOWEL ASSEMBLY SHALL BE CAST-IN-PLACE.
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STEM WALL INSTALLATION
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SPLICE LOCATION AT 12 HEIGHT OF STEM WALL
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WELDED CONNECTION, BOTH SIDES OF FOOTING AND STEM WALL
AutoCAD SHX Text NOTE: -PRECAST FOOTING DIMENSIONS AND REBAR LOCATIONS WILL BE SHOWN IN APPROVED SHOP DRAWINGS -CONTRACTOR TO DESIGN LIFTING POINT
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TYPICAL PRECAST SEGMENT
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(2) " x 6" HEADED CONCRETE 12" x 6" HEADED CONCRETEANCHOR @ 6" VERT. O.C.
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AutoCAD SHX Text BAR 3"x "x0'-8"516"x0'-8"
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FOOTING SEGMENT
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WELDED CONNECTION: PLAN VIEW ELEVATION VIEW
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FACE OF FOOTING
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TYP
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WELDED CONNECTION DETAIL
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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FOOTING DETAIL
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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NFSR 5175 MP 1.6
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LA GRANDE RANGER DISTRICT
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WALLOWA-WHITMAN NATIONAL FOREST
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DRAWN
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DESIGNED
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CHECKED
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REVIEWED
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D. PLUMMER
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PROJECT
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LOCATION
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SCALE
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SHEET NUMBER
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DISTRICT
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FOREST
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VARIES
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OF
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-2" CLEAR COVER UNLESS OTHERWISE SHOWN
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FOOTING DETAIL 55201
ROAD LIST
DITCH DETAIL DITCH RELIEF CATCH BASIN DETAIL
SURFACING DETAIL
TURNOUT RIGHT/LEFT SPLIT TURNOUT
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CUT SLOPE RATIO 1V:1H
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CUT SLOPE 1 FT OR LESS
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IN HEIGHT MEASURED FROM
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SUBGRADE ELEVATION TO
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TOP OF CUT MAY BE
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VERTICAL IF DITCH IS NOT
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REQUIRED.
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ROADWAY
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CLEARING LIMITS FOR
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MATCH EXISTING X-SLOPE
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5 FT
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TOP OF CUT
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NATURAL GROUND
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UNLESS OTHERWISE SHOWN
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GRUBBING LIMITS
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CONSTRUCTED SEGMENTS
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HINGE PT OR BOTTOM OF DITCH
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IN THE PLANS
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CLEARING LIMITS FOR
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RECONITIONED SEGMENTS
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1V:1 H AVERAGE 12H AVERAGE FILL SLOPE RATIO
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*WHEN REQUIRED BY THE WORK SUMMARY
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D. PLUMMER
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AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\Details\ROAD STRUCTURE DETAILS.dwg Plot Date: 12/4/2017 8:57 AM
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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ROAD STRUCTURE DETAILS
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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DISTRICT
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LA GRANDE RANGER DISTRICT
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WALLOWA-WHITMAN NATIONAL FOREST
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NFSR 5175 MP 1.6
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ROAD STRUCTURE DETAILS: ROAD RECONDITIONING SECTION 201, 303
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NOT TO SCALE
AutoCAD SHX Text NOTES 1. STAKES, PAINT AND FLAGGING SHALL MEET THE STAKES, PAINT AND FLAGGING SHALL MEET THE FOLLOWING: THE NOMINAL DIMINSIONS FOR SLOPE STAKES, REFERENCE STAKES AND WORKPOINT IDENTIFICATION STAKES SHALL BE 1/2" X 2" X 3 FT. LONG. THE TOP 2" OF ALL STAKES SHALL BE PAINTED FLUORESCENT RED. 2. THE CLEARING LIMIT FLAGGING COLOR SHALL BE RED. THE CLEARING LIMIT FLAGGING COLOR SHALL BE RED. MERCHANTABLE AND UNMERCHANTABLE TIMBER SHALL BE DECKED SEPARATELY. DECKING AREAS SHALL BE LOCATED IN NATURAL OPENINGS AND AS SHOWN IN THE WORK SUMMARY. NO DECKS SHALL BE CONSTRUCTED WITHIN 150 FT. OF A LIVE STREAM. 3. TURNOUTS TO BE CONSTRUCTED AT LOCATIONS SHOWN TURNOUTS TO BE CONSTRUCTED AT LOCATIONS SHOWN ON THE WORK SUMMARIES OR STAKED ON THE GROUND, TURNOUT DIMENSIONS SHALL BE 8 FT. WIDTH X 50 FT. LENGTH WITH 50 FT. TAPERS, OR AS SHOWN ON WORK SUMMARY. SPLIT TURNOUTS SHALL BE 4 FT. WIDTH, BOTH SIDES OF ROAD. 4. DRAINAGE DIP LOCATIONS SHALL BE AS SHOWN ON DRAINAGE DIP LOCATIONS SHALL BE AS SHOWN ON WORK SUMMARY. 5. LOCATION AND REQUIREMENTS FOR USE OF BORROW LOCATION AND REQUIREMENTS FOR USE OF BORROW MATERIAL WILL BE AS SHOWN ON THE WORK SUMMARY. 6. GRADE SAGS SHALL BE CONSTRUCTED TO DRAIN GRADE SAGS SHALL BE CONSTRUCTED TO DRAIN SURFACE WATER FROM ROADBED ONTO NATURAL GROUND AT A MINIMUM DISTANCE OF 15 FT. FROM LIVE STREAMS AND AREAS INDICATED IN WORK SUMMARY. 7. CONSTRUCTED GRADES SHALL NOT EXCEED 15%. CONSTRUCTED GRADES SHALL NOT EXCEED 15%. MAXIMUM ALGEBRAIC DIFFERENCE IN GRADE CHANGE SHALL NOT EXCEED 10%. 8. DISPOSE OF CONSTRUCTION SLASH & STUMPS IN DISPOSE OF CONSTRUCTION SLASH & STUMPS IN ACCORDANCE WITH FSSS 203.05 & DISPOSAL METHOD SPECIFIED IN WORK SUMMARY. 9. WHEN WORK SUMMARY INDICATES RECONSTRUCTION, WHEN WORK SUMMARY INDICATES RECONSTRUCTION, WIDENING, WHEN NECESSARY TO OBTAIN REQUIRED WIDTHS, WILL BE ON THE CUT SIDE OF THE ROAD. 10. TREE LIMBS SHALL BE TRIMMED BY SAWING AS NEAR TREE LIMBS SHALL BE TRIMMED BY SAWING AS NEAR FLUSH WITH THE TRUNK AS PRACTICABLE, TO A HEIGHT OF 14 FT. ABOVE THE ROADBED. 11. ON ROADS WITH AGGREGATE BASE OR SURFACING, THE ON ROADS WITH AGGREGATE BASE OR SURFACING, THE GRUBBING LIMITS EXTEND PAST THE EDGE OF THE SUBGRADE 1 FOOT. ON ROADS WITH A NEW OR EXISTING DITCH, THE GRUBBING LIMITS ARE MEASURED FROM THE POINT WHERE THE GRADE LINE INTERCEPTS THE BACK SLOPE (HINGE POINT) TO THE OUTSIDE EDGE THE ROADBED. 12. WHERE BERMS ON THE EDGE OF ROAD EXIST, RECLAIM WHERE BERMS ON THE EDGE OF ROAD EXIST, RECLAIM AND INCORPORATE MATERIAL INTO RECONDITIONED SURFACE.
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1 FT
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CUT SLOPE
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RATIO 1V:1.5H
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(MAY BE STEEPENED
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OR FLATTENED
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AS AGREED TO BY
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THE CO)
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TRANSITION DISTANCE FROM BOTTOM OF
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CATCH BASIN TO DITCH ELEVATION IS 15 FEET.
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1.5 x DIA
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TRAVELED WAY
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TRAVELED WAY
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CONTROL POINT FOR
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DITCHED SECTIONS
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CONTROL POINT FOR NON-DITCHED SECTIONS
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1. AGGREGATE DEPTH & GRADATION AS SHOWN ON THE AGGREGATE DEPTH & GRADATION AS SHOWN ON THE WORK SUMMARY 2. BORROW FILL AND AGGREGATE SLOPE RATIO 1V:1.5H BORROW FILL AND AGGREGATE SLOPE RATIO 1V:1.5H 3. SURFACE TURNOUTS AND CURVE WIDENING TO THE SURFACE TURNOUTS AND CURVE WIDENING TO THE SAME DEPTH AS THE TRAVELED WAY WHEN SHOWN ON WORK SUMMARY 4. TRANSITION 50 FEET AHEAD AND BACK IN BORROW TRANSITION 50 FEET AHEAD AND BACK IN BORROW FILL SECTIONS. FULL DEPTH TO BE ACHIEVED AT MILEPOSTS STATED IN WORK SUMMARY
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50 FT
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8 FT
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50 FT
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50 FT
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4 FT
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4 FT
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50 FT
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50 FT
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VARIES
MP AS STATED IN WORK SUMMARY
DRAINAGE CONSTRUCTION DETAILS
Specification 204, 602
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ORIGINAL GROUND
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OR STREAM BED
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DO NOT RAISE OUTLET
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ABOVE ORIGINAL GROUND
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OR STREAM BED
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%%UTYPE 1
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1 PIPE
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DIAMETER
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ELBOW
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OUTLET
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APRON
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DIAMETER
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1 PIPE
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ELBOW
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%%UTYPE 4
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DITCH
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TO BE SEEDED
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DITCH GRADE =
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CULVERT GRADE + 1%%%
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%%UOUTLET DITCH
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%%USECTION A-A
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MATERIAL TO BE
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DEPOSITED ON BOTH
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SIDES OF DITCH
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SKEW 60
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SKEW 120
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%%USKEW DIAGRAM
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NATIVE MATERIAL
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TOP OF CUTSLOPE
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CUTSLOPE
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NORMAL DITCH LINE
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WATER
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FLOW
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AS STAKED
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AS STAKED
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(20' MIN.)
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(20' MIN.)
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DITCH DAM
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PLACED PIT RUN
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6" MINUS (WHEN SPECIFIED)
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SUBGRADE
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SHOULDER
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SEE ANCHORING
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DETAIL
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CULVERT DIAMETER
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%%UPLAN VIEW
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CATCH BASIN DETAIL
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TYPE 2, 3, & 4 CULVERT INSTALLATION
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RIPRAP
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CLASS II
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GROUND
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LINE
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APRON SURFACE SHALL BE
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LEFT WITH PROTRUDING RIPRAP
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FOR VELOCITY BREAK.
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%%UOUTLET APRON DETAIL
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TYPE 2, 3, & 4 CULVERT INSTALLATION
AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\Details\DRAINAGE CONSTRUCTION DETAILS.dwg
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PACIFIC NORTHWEST REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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DISTRICT
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LA GRANDE RANGER DISTRICT
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WALLOWA-WHITMAN NATIONAL FOREST
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NTS
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12 OF 16 OF 1616
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DRAINAGE CONSTRUCTION DETAILS
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D. TAYLOR
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B. YAW
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R. MILLS
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R. MILLS
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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NFSR 5175 MP 1.6
Location
HILLSIDE PITS
OTHER AREAS
AGGREGATE SOURCE/ USE LOCATIONS
PIT DEVELOPMENT PLAN: 65101
GENERAL NOTES:
AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\Details\Pit Dev. Detail.dwg
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(12' MIN)
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BENCH
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(14' MIN)
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SLOPE 0-2%
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%%USOURCE
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%%ULOCATION
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%%UPAY ITEM
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NO BOULDERS GREATER THAN 3' IN DIAMETER SHALL REMAIN WITHIN 5' OF ROAD SHOULDER
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ROADSIDE DITCH, TYP
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CONSTRUCT SETTLING AREA, MIN. 5' WIDTH
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BERM
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FSR 5190030* (HOODOO PIT)
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1. EXACT PIT LOCATION, LIMITS, ETC. WILL BE STAKED BY THE EXACT PIT LOCATION, LIMITS, ETC. WILL BE STAKED BY THE FOREST SERVICE. 2. CLEARING, GRUBBING, AND SLASH REMOVAL METHODS CLEARING, GRUBBING, AND SLASH REMOVAL METHODS SHALL BE IN ACCORDANCE WITH SECTION 201 AND SHALL BE INCIDENTAL TO ITEM 65101. SLASH DISPOSAL METHODS SHALL BE IN ACCORDANCE WITH FSSS 203.05, METHOD (f). 3. PIT SLOPES SHALL BE AS SHOWN, OR AS APPROVED BY PIT SLOPES SHALL BE AS SHOWN, OR AS APPROVED BY THE CONTRACTING OFFICER. 4. UNSUITABLE AND EXCESS EXCAVATION DISPOSAL AREAS UNSUITABLE AND EXCESS EXCAVATION DISPOSAL AREAS WILL BE STAKED ON GROUND BY CO. 5. WHERE PAY ITEMS ARE LISTED ON MULTIPLE PITS, WHERE PAY ITEMS ARE LISTED ON MULTIPLE PITS, CONTRACTOR HAS DISCRETION ON WHICH PIT TO USE. 6. *FSR 5190 INTO THE ROCK PIT ON 5190030 IS GATED AND *FSR 5190 INTO THE ROCK PIT ON 5190030 IS GATED AND LOCKED; CONTRACTOR SHALL KEEP THE GATE LOCKED AT ALL TIMES EXCEPT DURING VEHICLE PASSAGE.
AutoCAD SHX Text 20803, 20807, 32203
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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NFSR 5175 MP 1.6
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NTS
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PIT DEV. DETAIL
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D. PLUMMER
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B. YAW
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DISTRICT
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LA GRANDE RANGER DISTRICT
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WALLOWA-WHITMAN NATIONAL FOREST
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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FSR 5175
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FSR 5175 ROADSIDE SOURCE
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FSR 5100 ROADSIDE SOURCE
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FSR 5130021 (LIMBER JIM PIT)
20803, 20807, 32203
D. TAYLOR
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R. MILLS
AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\5175 Drawing Template.dwg Plot Date: 12/4/2017 8:57 AM
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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NFSR 5175 WORK SUMMARY P. 1
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WEST CHICKEN CREEK CULVERT REPLACEMENT
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NFSR 5175 MP 1.6
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DISTRICT
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LA GRANDE RANGER DISTRICT
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B. YAW
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R. MILLS
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R. MILLS
AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\5175 Drawing Template.dwg Plot Date: 12/4/2017 8:57 AM
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U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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NFSR 5175 WORK SUMMARY P. 2
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WEST CHICKEN CREEK CULVERT REPLACEMENT
AutoCAD SHX Text Project
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NFSR 5175 MP 1.6
AutoCAD SHX Text Location
AutoCAD SHX Text
DISTRICT
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LA GRANDE RANGER DISTRICT
AutoCAD SHX Text Forest
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B. YAW
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R. MILLS
AutoCAD SHX Text Reviewed
AutoCAD SHX Text Checked
AutoCAD SHX Text Design
AutoCAD SHX Text Drawn
AutoCAD SHX Text
R. MILLS
AutoCAD SHX Text C:\Users\richardmmills\Desktop\Projects\2017 Culverts\West Chicken Creek\Drawings\5175 Drawing Template.dwg Plot Date: 12/4/2017 8:57 AM
AutoCAD SHX Text
U.S. DEPARTMENT OF AGRICULTURE FOREST SERVICE R-6 PACIFIC NORTHWEST REGION
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NTS
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16 OF 16 OF 1616
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NFSR 5175 WORK SUMMARY P. 3
AutoCAD SHX Text Sheet Number
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WEST CHICKEN CREEK CULVERT REPLACEMENT
AutoCAD SHX Text Project
AutoCAD SHX Text
NFSR 5175 MP 1.6
AutoCAD SHX Text Location
AutoCAD SHX Text
DISTRICT
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LA GRANDE RANGER DISTRICT
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| Sheets and Views |
| 1 TITLE SHEET |
| 2 VICINITY MAP |
| 3 ESTIMATE OF QUANTITIES |
| 4 GENERAL NOTES |
| 5 CULVERT SITE |
| 6 CULVERT LAYOUT |
| 7 CULVERT PROFILE |
| 8 ROAD PROFILE |
| 9 CULVERT STREAM SIMULATION DETAILS |
| 10 FOOTING DETAIL |
| 11 ROAD STRUCTURE DETAILS |
| 12 DRAINAGE CONSTRUCTION DETAILS |
| 13 PIT DEV. DETAIL |
| 14 NFSR 5175 WORK SUMMARY P. 1 |
| 15 NFSR 5175 WORK SUMMARY P. 2 |
| 16 NFSR 5175 WORK SUMMARY P. 3 |
File details come from the government source that posted it.