ATT 2 DRAWINGS-PLANS - 22R0008.pdf
PDF 9 MB Posted
- Solicitation number
- 127EAW22R0008
- Issued by
-
Department of Agriculture Forest Service
About this file
This document package includes drawings and plans for a road construction and bridge replacement project on the Sequoia National Forest, as well as the related federal contract opportunity solicitation.
The project involves rehabilitation of Tenmile Road including asphalt resurfacing and replacement of the Hume Lake Bridge. Work will be conducted across 11.3 miles of roadway with asphalt patching, grinding, and overlay. The existing bridge will be demolished and replaced with precast concrete slabs supported by drilled shafts. Additional work includes signage, drainage, erosion control, and temporary traffic control measures. The solicitation is a total small business set-aside between $5-10 million issued by the USDA Forest Service. Interested parties must attend an optional site visit and submit any request for information by March 3rd. Proposals are due on an unspecified future date. The project drawings provide design details, specifications, staging areas, and a vicinity map to inform prospective offerors of the scope of work.
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TENMILE ROAD ASPHALT REHABILITATION
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GENERAL NOTES
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AutoCAD SHX Text PROJECT STAKING: : CONTRACTOR IS RESPONSIBLE FOR BRIDGE SURVEY, LAYOUT, AND ROADWAY STAKING. ROADWAY REFERENCE LOCATIONS WILL BE BOP AND EOP. CONTRACTOR IS RESPONSIBLE TO LOCATE REMAINING FEATURES AND WORK ITEMS. STAKING SHALL BE PROTECTED AND PRESERVED BY CONTRACTOR DURING CONSTRUCTION. DEVELOPING WATER SOURCES AND WATERING: : APPROVED WATER SOURCES IDENTIFIED FOR PROJECT USE BY THE CONTRACTOR INCLUDE HUME LAKE, AND BEARSKIN CREEK. ADDITIONAL WATER SOURCES SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL IN WRITING PRIOR TO THEIR USE IN PROJECT WORK. WATER SOURCES SHALL COMPLY WITH SECTION 158. NO MORE THAN ONE HALF ( ) THE STREAM FLOW SHALL BE TAKEN AT ANY ONE TIME FROM THE WATER SOURCES, APPROVED BY THE 12) THE STREAM FLOW SHALL BE TAKEN AT ANY ONE TIME FROM THE WATER SOURCES, APPROVED BY THE CONTRACTING OFFICER FOR PROJECT USE. MOBILIZATION: CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS IS INCIDENTAL TO MOBILIZATION. SANITATION FACILITIES, DISPOSAL OF TRASH OFF OF GOVERNMENT LANDS, AND OTHER GENERAL PROJECT CLEAN-UP OPERATIONS ARE INCIDENTAL TO MOBILIZATION. TRAFFIC CONTROL: HAUL ROUTES FOR MATERIALS, WORK ZONES, AND ROAD IMPROVEMENT OPERATIONS SHALL BE SIGNED IN ACCORDANCE WITH CURRENT MUTCD STANDARDS. A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL SIGN PLAN SHALL BE SUBMITTED AND ACCEPTED BY THE COR PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF A TEMPORARY BYPASS TO ALLOW TRAFFIC CIRCULATION ON TENMILE ROAD. BYPASS SHALL HAVE TWO 36" CULVERT TO ALLOW NATURAL FLOW OF THE WATER CHANNEL. CONTRACTOR SHALL BEST FIT THE CONSTRUCTION BYPASS. THE CONTRACTOR SHALL BEST FIT THE CONSTRUCTION BYPASS. THE LOCATION SHOWN ON SHEET 03 OF 30 IS FOR REFERENCE ONLY. BYPASS SHALL BE LOCATED ON THE UP STREAM SIDE OF THE BRIDGE. CLEARING AND GRUBBING AND SLASH AND TREATMENT: CLEARING AND GRUBBING FOR BRIDGE BYPASS INSTALLATION AND ROAD WORK IS INCIDENTAL TO OTHER PAY ITEMS. EARTHWORK: FINISH EXCAVATION SLOPE RATIO IS 1:1 AND EMBANKMENT RATIO IS 1 :1. 12:1. BORROW SOURCES FOR FILL MATERIAL WILL BE DESIGNATED WITHIN THE PROJECT AREA AND APPROVED BY THE CONTRACTING OFFICER. RIPRAP: ALL SUITABLE RIPRAP THAT MEETS PROJECT REQUIREMENTS AS SPECIFIED BY FP-14 SUBSECTION 705.02 MAY BE OBTAINED FROM COMMERCIAL SOURCES APPROVED IN WRITING BY THE CONTRACTING OFFICER. GATHERING OF RIPRAP WITHIN THE PROJECT AREA MUST HAVE SITE SPECIFIC PRIOR GATHERING OF RIPRAP WITHIN THE PROJECT AREA MUST HAVE SITE SPECIFIC PRIOR APPROVAL BY THE COR. ASPHALT AND ASPHALT GRINDINGS: CONTRACTOR SHALL MAKE NOTE AND MARK ALL EXISTING ASPHALT AND CONCRETE PAVEMENT MARKING PRIOR TO PAVING OPERATIONS, AND REPAINT AFTER PAVING OPERATIONS. MINIMUM AND MAXIMUM TEMPERATURES FOR HOT MIX ASPHALT DELIVERY, PLACEMENT, AND COMPACTION SHALL BE PER SPECIFICATIONS. VEHICLES HAULING HOT MIX ASPHALT SHALL HAVE THE LOADS TARPED FOR DELIVERY TO THE SITE. CLEARING AND, REMOVAL OF LOOSE MATERIAL AND SLOUGH ON ROAD AND PARKING LOT SHOULDERS WHERE REQUIRED FOR PATCH PAVE, FULL DEPTH PATCH, AND OVERLAY OPERATIONS, IS INCIDENTAL TO SECTION 403 PAY ITEMS. ASPHALT GRINDINGS SHALL BE STOCKPILED AT DESIGNATED AREAS. EXCESS GRINDINGS NOT USED FOR THE PROJECT SHALL BE SPREAD-OUT AND LEVELED AT DESIGNATED AREAS TO BE APPROVED BY THE COR, SEE SHEET 05 OF 30. SAMPLING AND TESTING: SAMPLING AND TESTING OF STRUCTURAL CONCRETE IS INCIDENTAL TO PAY ITEM 552(01). CONCRETE SHALL BE TESTED FOR UNIT MASS, SLUMP, TEMPERATURE, AIR CONTENT, AND COMPRESSIVE STRENGTH IN ACCORDANCE WITH FP-14 SECTION 552. SAMPLING AND TESTING OF EARTHWORK IS INCIDENTAL TO PAY ITEM 208(01), 208(03). ASPHALT TESTING IS INCIDENTAL TO PAY ITEM 40301A, 40301B. DEMOLITION AND DISPOSAL: CONCRETE DEBRIS, ASPHALT DEBRIS AND ANY OTHER TRASH GENERATED DUE TO CONSTRUCTION SHALL BE DISPOSED OF LEGALLY OFF FOREST SERVICE LAND. EROSION CONTROL AND DEWATERING: AN EROSION CONTROL AND DEWATERING PLAN SHALL BE PREPARED IN ACCORDANCE WITH FP-14 SECTION 157 AND BEST MANAGEMENT PRACTICES PRIOR TO CONSTRUCTION AND APPROVED BY CONTRACTING OFFICER. THE PLAN SHALL INCLUDE NECESSARY STEPS TO PROPERLY PLACE AND INSTALL CULVERTS ON TEMPORARY CROSSING, WORKING ON STREAM CHANNELS WITHOUT ADVERSE EFFECTS TO WATER QUALITY OR CONSTRUCTION STANDARDS.
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Construction bypass shown for reference only.
Contractor shall best fit the bypass location for traffic flow and fuel pump access.
Existing utilities under existing bridge upstream walkway to be relocated by HLCCs prior to bridge demolition.
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30' RIGHT OF WAY
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CONTRACTOR STAGING AREA FOR BRIDGE WORK. SEE SHEET 05 OF 30 FOR CONTRACTOR USE.
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FUEL PUMP MAINTAIN ACCESS FOR THE INSIDE PUMPS AT MINIMUM
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BRIDGE W/PEDESTRIAN WALKWAYS TO BE REPLACED SHEET 06 OF 30
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PROPOSED CONSTRUCTION BYPASS ON PRIVATE PROPERTY
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TWO 36" PIPES
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SHIFT ROAD RECONSTRUCTION TO FAR EDGE OF ROAD (LAKE SIDE, INCLUDE BERM REMOVAL)
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Area #1: Recondition Area to Drain, Apply 3" Grindings, and New Asphalt 2" thick. (1,227 sq yd)
Area #2: Grind out Old Pavement, Recondition Area to Drain, Apply
Grindings 3", and New Asphalt 2" thick.
(1,581 sq yd)
Quantities Totals:
· Grind Area: 1,581 sq yd
· Grade to Drain Including compaction 3" depth: 2808 sq yd
· New Asphalt 2" thick: 305 tons.
Staging area for equipment and material storage during Bridge
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HLCC shown on sheet 03 of 30.
See sheet 05 of 30 for staging area use requirements.
PICNIC AREA MAP
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AREA #1
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AREA #2
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TO QUAIL FLAT
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TO USFS LAKESHORE STATION
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STAGING AREA DESCRIPTIONS
· Powder Can Picnic Area as shown on the map (sheet 03 & 04 of 30) for equipment and materials storage during the Bridge Construction and Asphalt Work through the HLCC only (Stop Sign to Stop Sign).
· Powder Can Picnic Area Storage Area use: Contractor to maintain access via upper entrance for public use of the restrooms and access to upper portion of picnic area.
Maintain delivery access to the building to the north east of the visitors center "Burger Hut". The contractor shall Block off staging area to public thru traffic.
· South West of Upper Tenmile Rd Bridge off 13S09 for staging excess grindings and sub grade excavation waste/excess; this location is on Rd 13S08.
· West of Lower Tenmile Bridge on 13S09 for equipment and materials.
· Quail Flat area on 13S09 near the end of the project for equipment and materials, Sheet 30 of 30
· Contractor may use larger existing turnouts on 13S09 to temporarily stage grindings during road reconstruction and repair.
· The contractor may also incorporation suitable waste/excess material into turnout reconditioning.
APPROVED PROJECT WATER SOURCE
LOCATIONS
· Hume Lake; at the boat ramp, on 13S06 Sandy Cove road.
· Bearskin Creek; off 13S02 north of Tenmile CG at MP 6.6.
KNOWN NOXIOUS WEEDS; PROJECT AREA
· Common Mullein along the roadside around Upper Tenmile Bridge; Tenmile Creek near Tenmile Campground.
· Contractor to wash equipment after working within 200 feet of the Upper Tenmile Bridge, before moving to another project location.
STAGING AREA #1
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STAGING AREA #2
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NOTE:
· Contractor shall salvage/stockpile stream channel and embankment riprap for reuse for stream channel and embankment erosion control.
· Existing utilities under existing bridge upstream walkway to be relocated by HLCCs prior to bridge demolition.
Bridge construction sheets 8-14 of 30 - (set 1 - 7).
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EXISTING DROP INLET AND CULVERT DRAIN
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EXISTING ROAD EDGE
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TO GAS STATION
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TO QUAIL FLAT
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UTILITY BOX AND COVER
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EXISTING ROAD EDGE
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TO LAKE
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POOL AND POOL HOUSE
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PROPOSED 6' WIDE PEDESTRIAN BRIDGE
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PROPOSED 8' WIDE PEDESTRIAN BRIDGE
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PURPOSED CONSTRUCTION BYPASS SHEET 03 OF 30
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HLCC UTILITY CHASE LOCATED ON EXISTING BRIDGE
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63401B Traffic Markings Type H, Double Reflectorized, Solid Color Yellow 6", With Type 1 Glass Beads Foot 56496 10 mile road center line from BOP to EOP full length.
63501 Temporary Traffic Control Lump Sum 1 Notify the F.S. in writing prior to start of any construction activities.
Material testing not required for turnouts or road junction spurs
SUMMARY of QUANTITIES
Item No. Description Pay Unit Totals
15101 Mobilization Lump Sum 1 15211 Construction survey and staking, method 2, (*) Lump Sum 1 15713 Soil erosion & pollution control Lump Sum 1 20305 Removal of Structures and Obstructions Lump Sum 1 20801 Structural Excavation Cubic Yard 110 20803 Structural Backfill (**) Cubic Yard 59 43001 Hot Asphalt Concrete Mixture For Bridge Wearing Surface (**) Tons 12 55201 Structural Concrete, Class A (AE) (**) Cubic Yard 45 55301 Precast Prestressed Concrete Structural Members 1'-9"x4'-0"x55'-2" Voided Slabs Each 6 55401 Reinforcing Steel Lb 4500 55601 Steel Bridge Railing Linear Foot 106 56401 Elastomeric Bearing Device Each 32 56501 Drilled Shafts 30" Diameter Linear Foot 355
57101A Prefabricated Pedestrian Bridge 6' wide Superstructure Design, Fabricate, Deliver and Install Each 1
57101B Prefabricated Pedestrian Bridge 8' wide Superstructure Design, Fabricate, Deliver and Install Each 1
57520 Construction Bypass Lump Sum 1 63306 Object Markers, Type 3 Each 4 63501 Temporary Traffic Control (Bridge) Lump Sum 1
See note below additional survey information.
Compaction and Material testing is considered incidental to those work items requiring testing per FP-14 specification.
BEST MANAGEMENT PRACTICES TO BE
INCORPORATED WITH THIS PROJECT
BMPS AS DESCRIBED IN THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY
MANAGEMENT ON NATIONAL FOREST SYSTEM LANDS" HAVE BEEN EFFECTIVE IN PROTECTING
BENEFICIAL USES. VISUAL FIELD SURVEYS HAVE INDICATED THAT THESE BMPS, WHERE PROPERLY
IMPLEMENTED, HAVE ADEQUATELY PROTECTED AND MINIMIZED THE IMPACTS TO ACCEPTABLE
LEVELS. PAST DEFICIENCIES IN THE IMPLEMENTATION OF THESE BMPS HAVE BEEN THE CAUSE FOR
THE EROSION PROBLEMS ASSOCIATED TO ROADS AND SKID TRAILS.
THE PURPOSE OF THIS SET OF BEST MANAGEMENT PRACTICES (BMPS) IS TO AVOID, MINIMIZE, OR
MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND IN-STREAM RIPARIAN RESOURCES THAT
MAY RESULT FROM ROAD MANAGEMENT ACTIVITIES. ROAD MANAGEMENT ACTIVITIES INCLUDE TRAVEL
ROUTE PLANNING, DESIGN, CONSTRUCTION, OPERATION, MAINTENANCE, RECONSTRUCTION,
STORAGE, AND DECOMMISSIONING. OTHER TRANSPORTATION-SYSTEM-RELATED ACTIVITIES INCLUDE
STREAM AND WATERBODY CROSSINGS, SNOW REMOVAL, PARKING AREAS, AND EQUIPMENT
REFUELING AND SERVICING AREAS.
· FAC-2. FACILITY CONSTRUCTION AND STORMWATER CONTROL
OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND
RIPARIAN RESOURCES BY CONTROLLING EROSION AND MANAGING STORMWATER DISCHARGE
ORIGINATING FROM GROUND DISTURBANCE DURING CONSTRUCTION OF DEVELOPED SITES.
· ROAD-9. PARKING AND STAGING AREAS
OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND
RIPARIAN RESOURCES WHEN CONSTRUCTING AND MAINTAINING PARKING AND STAGING AREAS.
· ROAD-10. EQUIPMENT REFUELING AND SERVICING
OBJECTIVE: AVOID OR MINIMIZE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND RIPARIAN
RESOURCES FROM FUELS, LUBRICANTS, CLEANERS, AND OTHER HARMFUL MATERIALS DISCHARGING
INTO NEARBY SURFACE WATERS OR INFILTRATING THROUGH SOILS TO CONTAMINATE GROUNDWATER
RESOURCES DURING EQUIPMENT REFUELING AND SERVICING ACTIVITIES.
· WATUSES-2.5. WATER SOURCE DEVELOPMENT AND UTILIZATION
OBJECTIVE: TO SUPPLY WATER FOR ROAD CONSTRUCTION, MAINTENANCE, DUST ABATEMENT, FIRE
PROTECTION, AND OTHER MANAGEMENT ACTIVITIES WHILE PROTECTING AND MAINTAINING WATER
QUALITY,
· WATUSES-3. ADMINISTRATIVE WATER DEVELOPMENTS
OBJECTIVE: AVOID, MINIMIZE, OR MITIGATE ADVERSE EFFECTS TO SOIL, WATER QUALITY, AND
RIPARIAN RESOURCES WHEN DEVELOPING AND OPERATING WATER SOURCES FOR FOREST SERVICE
ADMINISTRATIVE AND RESOURCE MANAGEMENT PURPOSES.
NOTE: PLEASE REFER TO THE "NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY
MANAGEMENT ON NATIONAL FOREST SYSTEM LANDS" APRIL 2012, FOR FULL DESCRIPTION OF
THE BMPS LISTED ABOVE.
NOTE: AUTOCAD DWG BRIDGE FILE WITH BENCHMARK AND ASSUMED ELEVATIONS TO BE
PROVIDED TO SUCCESSFUL BIDDER, AFTER CONTRACT AWARD, (BRIDGE PAY ITEM
15211.)
· BRIDGE CONSTRUCTION TRAFFIC BYPASS
CONSTRUCTION BYPASS ON SHEET 03 OF 30 SHOWN FOR REFERENCE ONLY. CONTRACTOR TO BEST
FIT THE BYPASS LOCATION FOR PLANNED BYPASS LANE WIDTH, TRAFFIC CONTROL, STREAM CHANNEL
FIT, EXISTING ELEVATION MATCH, AND MAINTENANCE NEEDS DURING THE BRIDGE CONSTRUCTION
PHASE.
BYPASS MAY BE ONE OR TWO LANE WIDTH, GRAVEL OR ASPHALT SURFACE DEPENDING ON
TRAFFIC CONTROL AND PLANNED MAINTENANCE. IF THE BYPASS IS TWO LANE ASPHALT; THE BYPASS
SHALL INCLUDE A CENTERLINE STRIP. CONTRACTOR SHALL MAINTAIN A POTHOLE FREE RUNNING
SURFACE.
DURING BYPASS REMOVAL (SCHEDULING DEPENDENT) CLEAN UNCONTAMINATED GRAVEL
MAYBE INCORPORATED INTO THE POWDER CAN PICNIC AREA REHABILITATION TO BE APPLIED WITH
THE GRINDINGS. UNSUITABLE MATERIAL WILL BE REMOVED AND HAULED PER SHEET 05 OF 30.
PROPOSED 36" CMP'S SHALL BE RETAINED FOR THE GOVERNMENT AND PLACED AT A LOCATION
APPROVED BY THE COR.
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J. SNYDER 4-8-87
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OF
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P. LANDUCCI
AutoCAD SHX Text 9/6
'4
STAlE FOREST
CA SEQUOIA
PROJECT NO. PROJECT NAME SHEET
TOTAL
SHEETS
6'-1o'/it 8'-1o'/s"
HSS chords, typ
Horizontal roil angle, 6" max gap typ
3'-o" 3'-o"
12·-o·
Tube Steel 4X4X0.25 Rails
24'-0"
12·-o·
I f Bridge &- Road
4'-o"
HSS Diagonal brace typ
2x12 S4S Douglas
<o . I
,.. _____ W6x25 Steel Post Asphalt
Fir deck planks typ:----K
1/4" x 6" Kick plate typ
HSS floor beam end caps typ
25'-0"
Symm. about f Pedestrian Bridge
,_ __ Tube Steel 6X4X0.25 Rail • wearing <'I surface
000 000 000 0
1'-9" x 4'-0" x 55'-2" Precast prestressed voided concrete slab unit, 6 places
Bridge Length = 55'-2"
TYPICAL SECTION
Scale: 3/8" = 1•-0•
25'-0"
Wing C Object marker (t .)
See details on drawing R-1684 07
Existing edge of road (typ.)
Symm. about f Pedestrian Bridge
€ of Bridge&: Road 13S09
Road El. 5204.25
Existing road profile at € bridge
Elev.
2'-6• Cast in drilled hole
(typ.)
I I
Elev. 5165.0 L_J
M1lJ.L....1..
PLAN
Scale: 1" = 10'-0"
55'-2"
ELEVATION
Scale: 1" = 10•-o•
Object marker location (typ.)
Limit of asphalt pavement
Note: Remove existing bridge (not shown for clarity)
L_J Elev. 5165.0
� Section 15, Township 135, Range 28E Latitude 36.78729N, Longitude 118.91372W
4'-o" c:, . I
<o
Horiz. Diagonal brace typ
2x12 S4S Douglas Fir run planks typ
HYDROLOGY AND HYDRAULICS
Mannings coefficient n 0.060 Drainage area 4. 7 sq. mi.
Stream slope 1.0 % Precipitation, P 40.2 in. per year Qioo 850 cfs El. = 5200.5 Velocity 6.26 fps
GENERAL NOTES:
ITEM NO
15101 20305 20801 20803 55201 55301
55401 55601 56401 56501 57101
66306
ESTIMATED BRIDGE QUANTITIES
DESCRIPTION QUANTITY
Mobilization Lump Sum Removal of Structures and Obstructions Lump Sum Structural Excavation 110 C. Y.
Structural Backfill 59 C. Y.
Structural Concrete, Class A (AE) 45 C. Y.
Precast Prestressed Concrete Structural 6 Ea.
Members 1'-9•x4'-0"x55'-2" voided Slabs Reinforcing Steel 4500 Lb Steel Bridge Railing 106 LF Elastomeric Bearing Device 32 Ea Drilled Shafts 30" Diameter 355 LF Prefabricated Pedestrian Bridge 2 Ea.
Superstructure Design, Fabricate, Deliver, and Install Object Markers, Type 3 4 Ea.
SPECIF/CA nONS: Design: AASHTO LRFD Bridge Design Specifications, Eighth Edition. Construction: Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14, with Forest Service Supplemental Specifications.
DESIGN LOADS: Dead Loads: Concrete = 150 PCF, Asphalt wearing surface = 25 PSF. Earth pressure equivalent to a fluid weighing 36 PCF. Live Load: HL-93. Snow load = 150 PSF. Snow load and live load do not act simultaneously.
SEISMIC CRITERIA: Acceleration coefficient = 0.417g, Site class = D, Seismic zone = 3.
CONCRETE: Cast in place concrete shall be class A (AE) and vibrated, with a 28 day compressive strength of 4,500 psi. Unless otherwise noted, chamfer all exposed edges 3/4". Exposed surfaces shall have a Class 2 rubbed finish. Additives containing calcium chloride shall not be used.
PRESTRESSED CONCRETE: Prestressed concrete shall be class P, with a minimum compressive strength of 6,000 psi at 28 days. Minimum compressive strength at the time of transfer of prestress force shall be 4,500 psi.
REINFORCING STEEL: Bars shall conform to the requirements of AASHTO M31 (ASTM A615), Grade 60. Unless otherwise shown, minimum covering to face of steel shall be 2". Placement tolerances shall be in accordance with CRSI Manual of Standard Practice, 2009.
PRESTRESS STEEL: Prestressing steel shall be Grade 270 and consist of a 7 wire low relaxation strand of 1/2" diameter, produced and tested in accordance with AASHTO M203 (ASTM A416). The initial tensile force applied to each strand shall be 31,000 lbs. The final effective prestress force remaining in the strand after all the losses is estimated to be 166,000 lbs.
MISCELLANEOUS STEEL: All plates and shapes shall conform to AASHTO M270 Grade 36 (ASTM A36). Bolts shall conform to AASHTO M164 (ASTM A325), and be hot dipped galvanized. Rods shall conform to ASTM A449. Anchor dowels shall conform to ASTM F1554 grade 105. All steel plates, shapes, rods, dowels and all other miscellaneous steel shall be hot dipped galvanized per AASHTO M111 (ASTM A123) or AASHTO 232 (ASTM A153) after fabrication.
nMBER: The posts shall be pressure treated with the preferred method of copper napthenate in heavy oil, in accordance with AASHTO M133 and AWPA U1-09, Use Category UC48. If copper napthenate is not available, pentach/orophenol with Type A solvent may be used as an alternative.
Treated materials shall follow the post treatment requirements summarized in "Best Management Practices for the Use of Treated Wood in Aquatic Environments" (WWPI 1996) to ensure all surfaces are free of excess preservative, and chemicals are adequately fixated in the wood. All treated wood members shall be BMP certified by an ALSC accredited inspection agency. All wood members shall be cut and drilled before treatment. When miscellaneous field drilled holes and cuts are required because of mis-alignment, they must be approved by the Engineer. All field drilled holes and cuts shall be field treated with two applications of copper napthenate 2% solution. Lead holes are required for all bolts.
PRESTRESS MEMBERS: Prestressed units shall be manufactured as detailed on these plans. Units shall be kept upright at all times and shall be supported at ends during transportation and storage. Lifting devices shall be located at the ends of the units and are the responsibility of the contractor. Deck surface shall be given a bridge deck float finish with a transverse coarse broom texture.
ELASTOMERIC BEARINGS: Bearing pads shall have a Durometer hardness of 60. AASHTO Design Method A, Grade 4.
RAILING: See Drawing R-1684-06 for railing notes.
DESIGN ED J. Sampson DRAWN J. Sampson. 0. Ptlf'tllra
CHEa<ED O.Ptlf'tllra
RECOMMENDED:
DATE 1Pltllf1
DA1£ 11/1.J/20
DA1£ 11/JOfZO
DARRELL PEREIRA ���!�;;
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U. S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REGION FIVE
HUME LAKE
ROAD BRIDGE
PLAN AND ELEVATION APPROVED:
TYRONE KELLEY
DlgitallysignedbyTYRONEKELLEY
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R-1684-01
08 30HUME LAKE ROAD BRIDGE
09 30HUME LAKE ROAD BRIDGE
10 30HUME LAKE ROAD BRIDGE
11 30HUME LAKE ROAD BRIDGE
12 30HUME LAKE ROAD BRIDGE
13 30HUME LAKE ROAD BRIDGE
14 30HUME LAKE ROAD BRIDGE
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DRAINAGE LISTING SHEET 1
TENMILE ROAD ASPHALT REHABILITATION
& BRIDGE REPLACEMENT PROJECT
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DRAINAGE LISTING SHEET 1
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PROPOSED
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EXISTING
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FEATURES
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PROPOSED/EXISTING FEATURES CONT.
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REMARKS
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STATION OR MILEPOST
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SIZE
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MATERIAL
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SIZE
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MATERIAL
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TYPE
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SKEW
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ANCHOR ASSEMBLY
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GASKET
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MITERED
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BEVELED
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PROJECTED
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DOWNSPOUT CONNECTION
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MORTARED
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HAND- PLACED
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MACHINE- PLACED
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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OUTLET, CHANNEL, OR PIPE LGTH
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TURNER ELBOW
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ELBOW
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INLET
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OUTLET
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INLET CY
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OUTLET CY
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INLET CY
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OUTLET CY
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KEYED
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HEADWALL
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CATCHBASIN
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CHANNEL OUTLET
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APRON
AutoCAD SHX Text Maintenance of all Drainage Features from BOP to EOP not listed are included under Pay Item 30322A.
AutoCAD SHX Text
FSR13S09
AutoCAD SHX Text 0.286
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text install New Relief Pipe, Downspout and Riprap Outlet.
AutoCAD SHX Text 0.286
AutoCAD SHX Text X
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AutoCAD SHX Text Reset One existing Install Over Side Drain with their Flume existing Install Over Side Drain with their Flume
AutoCAD SHX Text 0.375
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 0.539
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 0.665
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 0.784
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AutoCAD SHX Text 0.826
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AutoCAD SHX Text Remove/Dispose Install New CMP to Include HeadWall; Headwall is considered incidental to CMP installation
AutoCAD SHX Text 0.841
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Flush Pipe
AutoCAD SHX Text 0.841
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 0.895
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 1.036
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Place 15 cy of embankment to repair fill slope.
AutoCAD SHX Text 1.058
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AutoCAD SHX Text 1.271
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AutoCAD SHX Text 1.542
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AutoCAD SHX Text 1.685
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 1.685
AutoCAD SHX Text X
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AutoCAD SHX Text Install New Over Side Drain W/Flume
AutoCAD SHX Text 1.700
AutoCAD SHX Text X
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AutoCAD SHX Text Install New Over Side Drain W/Flume
AutoCAD SHX Text 1.722
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AutoCAD SHX Text 1.884
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AutoCAD SHX Text 2.007
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AutoCAD SHX Text 2.007
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 2.071
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, add 4 ft Pipe Extension
AutoCAD SHX Text 2.109
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 2.394
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AutoCAD SHX Text Repair Inlet and Clean Over Side Drain and Flume
AutoCAD SHX Text 2.448
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 2.456
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 2.474
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AutoCAD SHX Text Remove/Dispose Install New CMP to Include Rock Head Wall; Headwall is considered incidental to CMP installation
AutoCAD SHX Text 2.522
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AutoCAD SHX Text 2.580
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AutoCAD SHX Text 2.636
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AutoCAD SHX Text 2.701
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Jack Open Outlet
AutoCAD SHX Text 2.954
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AutoCAD SHX Text Clean Over Side Drain, Flume, and Channel Outlet
AutoCAD SHX Text 2.977
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AutoCAD SHX Text 2.995
AutoCAD SHX Text 60x72
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AutoCAD SHX Text 3.153
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, and Flush Pipe, and Channel Outlet
AutoCAD SHX Text 3.209
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AutoCAD SHX Text Clean Pipe Inlet/Outlet - Remove and Replace last 2 ft secton
AutoCAD SHX Text 3.263
AutoCAD SHX Text X
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AutoCAD SHX Text Repair Inlet of Over Side Drain and Flume
AutoCAD SHX Text 3.304
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 3.378
AutoCAD SHX Text X
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AutoCAD SHX Text 3.444
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 3.482
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 3.502
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 3.704
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AutoCAD SHX Text
AutoCAD SHX Text Find Clean Pipe Inlet/Outlet, Flush Pipe, - and Add 4 ft section
AutoCAD SHX Text 3.735
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume, and Channel Outlet
AutoCAD SHX Text 3.743
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Downspout
AutoCAD SHX Text METAL PIPE CORRUGATIONS SHALL BE 2 2/3" X 1/2", UNLESS OTHERWISE SHOWN OR APPROVED. CORRUGATED METAL PIPES SHALL BE HELICAL WITH REROLLED ANNULAR ENDS. BANDS FOR CORRUGATED METAL PIPES SHALL BE ANNULAR. GALVANIZED STEEL THICKNESS 12 ga.
AutoCAD SHX Text Sheet
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AutoCAD SHX Text Date
AutoCAD SHX Text Revision/Issue
AutoCAD SHX Text Project
AutoCAD SHX Text No.
AutoCAD SHX Text Date
AutoCAD SHX Text
J. SNYDER 4-8-87
AutoCAD SHX Text Project
AutoCAD SHX Text District
AutoCAD SHX Text Title
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE
AutoCAD SHX Text
P. LANDUCCI
AutoCAD SHX Text 9/6 e:
A dd iti on al
D ra in ag e Fe at ur e In st al la tio n In fo rm at io n on
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DRAINAGE LISTING SHEET 2
TENMILE ROAD ASPHALT REHABILITATION
& BRIDGE REPLACEMENT PROJECT
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DRAINAGE LISTING SHEET 2
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PROPOSED
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EXISTING
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FEATURES
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PROPOSED/EXISTING FEATURES CONT.
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REMARKS
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STATION OR MILEPOST
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SIZE
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MATERIAL
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SIZE
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MATERIAL
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TYPE
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SKEW
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ANCHOR ASSEMBLY
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GASKET
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MITERED
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BEVELED
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PROJECTED
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DETAIL
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MORTARED
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HAND- PLACED
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MACHINE- PLACED
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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OUTLET, CHANNEL, OR PIPE LGTH
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INLET DOWNSPOUT
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ELBOW
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INLET
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OUTLET
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INLET CY
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OUTLET CY
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INLET CY
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OUTLET CY
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KEYED
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HEADWALL
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CATCHBASIN
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CHANNEL OUTLET
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APRON
AutoCAD SHX Text Maintenance of all Drainage Features from BOP to EOP not listed are included under Pay Item 30322A.
AutoCAD SHX Text
FSR13S09
AutoCAD SHX Text 3.753
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Over Side Drain, Flume, and Channel Outlet
AutoCAD SHX Text 3.733
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume, and Channel Outlet
AutoCAD SHX Text 3.803
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AutoCAD SHX Text Clean Over Side Drain, Flume, and Channel Outlet
AutoCAD SHX Text 3.894
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AutoCAD SHX Text Clean Pipe Inlet/Outlet of ditch Relief Pipe and Channel Outlet
AutoCAD SHX Text 3.997
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Flush Pipe
AutoCAD SHX Text 4.168
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AutoCAD SHX Text 4.273
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume - Left Side
AutoCAD SHX Text 4.273
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.384
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.384
AutoCAD SHX Text X
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume - Right side
AutoCAD SHX Text 4.428
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.446
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.495
AutoCAD SHX Text X
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.605
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AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.703
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AutoCAD SHX Text 4.760
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 4.770
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AutoCAD SHX Text
AutoCAD SHX Text Install New Over Side Drain W/Flume - Right Side
AutoCAD SHX Text 4.805
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet
AutoCAD SHX Text 4.827
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 4.890
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume - Right Side 60 skew
AutoCAD SHX Text 4.937
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AutoCAD SHX Text Place Barrow at Inlet Embankment to plug Holes - 2cy
AutoCAD SHX Text 5.114
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet - Ditch Drain
AutoCAD SHX Text 5.122
AutoCAD SHX Text X
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AutoCAD SHX Text Jack Open and Clean Over Side Drain, and Flume - Right Side
AutoCAD SHX Text 5.147
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 5.252
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AutoCAD SHX Text Find/Clean Pipe Inlet/Outlet, Flush Pipe, and Downspout - add 4 ft Extension
AutoCAD SHX Text 5.337
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text METAL PIPE CORRUGATIONS SHALL BE 2 2/3" X 1/2", UNLESS OTHERWISE SHOWN OR APPROVED. CORRUGATED METAL PIPES SHALL BE HELICAL WITH REROLLED ANNULAR ENDS. BANDS FOR CORRUGATED METAL PIPES SHALL BE ANNULAR. GALVANIZED STEEL THICKNESS 12 ga.
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J. SNYDER 4-8-87
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OF
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TITLE
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P. LANDUCCI
AutoCAD SHX Text 9/6 e:
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DRAINAGE LISTING SHEET 3
TENMILE ROAD ASPHALT REHABILITATION
& BRIDGE REPLACEMENT PROJECT
T E
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DRAINAGE LISTING SHEET 3
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PROPOSED
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EXISTING
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FEATURES
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PROPOSED/EXISTING FEATURES CONT.
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REMARKS
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STATION OR MILEPOST
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SIZE
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MATERIAL
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SIZE
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MATERIAL
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TYPE
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SKEW
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ANCHOR ASSEMBLY
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GASKET
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MITERED
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BEVELED
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PROJECTED
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DETAIL
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MORTARED
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HAND- PLACED
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MACHINE- PLACED
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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DIAMETER
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LENGTH
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GAUGE
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ALUMINUM
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STEEL
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OVERSIDE DRAIN
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OUTLET, CHANNEL, OR PIPE LGTH
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INLET DOWNSPOUT
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ELBOW
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INLET
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OUTLET
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INLET CY
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OUTLET CY
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INLET CY
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OUTLET CY
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KEYED
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HEADWALL
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CATCHBASIN
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CHANNEL OUTLET
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APRON
AutoCAD SHX Text Maintenance of all Drainage Features from BOP to EOP not listed are included under Pay Item 30322A.
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FSR13S09
AutoCAD SHX Text 5.376
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume
AutoCAD SHX Text 5.390
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 5.586
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume - Right Side
AutoCAD SHX Text 5.622
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 5.622
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 5.641
AutoCAD SHX Text X
AutoCAD SHX Text X
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume with 25 Degree Skew
AutoCAD SHX Text 5.800
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Over Side Drain, Flume and Channel Outlet - Both Sides
AutoCAD SHX Text 5.826
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AutoCAD SHX Text X
AutoCAD SHX Text Remove/Dispose Install New CMP to Include new Inlet End Section; Inlet End Section is considered incidental to CMP installation. THIS IS AN OPTIONAL ITEM see Schedule of THIS IS AN OPTIONAL ITEM see Schedule of Items
AutoCAD SHX Text 5.870
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 5.953
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 6.015
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 6.160
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 6.267
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 6.339
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Flush Pipe
AutoCAD SHX Text 6.537
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, remove 1 ft and add 3 ft to outlet.
AutoCAD SHX Text 6.588
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 6.650
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 6.694
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 6.750
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 6.891
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 7.021
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AutoCAD SHX Text 7.065
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AutoCAD SHX Text Jack Open, Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 7.140
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 7.148
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AutoCAD SHX Text x2
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AutoCAD SHX Text Remove/Dispose Install New Over Side Drain W/Flume - Both Sides
AutoCAD SHX Text 7.194
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 7.322
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet
AutoCAD SHX Text 7.429
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Fill Hole near Inlet with 3cy of material
AutoCAD SHX Text 7.480
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 7.555
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet, and remove 6in. Tree
AutoCAD SHX Text 7.591
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 7.646
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet, Flush Pipe, and Channel Outlet, and add 2 ft to outlet
AutoCAD SHX Text 7.920
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.162
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.210
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.258
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.312
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AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.334
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.389
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AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.505
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.562
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AutoCAD SHX Text X
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AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.608
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AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.688
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text 8.814
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AutoCAD SHX Text X
AutoCAD SHX Text
AutoCAD SHX Text X
AutoCAD SHX Text Clean Pipe Inlet/Outlet and Channel Outlet
AutoCAD SHX Text METAL PIPE CORRUGATIONS SHALL BE 2 2/3" X 1/2", UNLESS OTHERWISE SHOWN OR APPROVED. CORRUGATED METAL PIPES SHALL BE HELICAL WITH REROLLED ANNULAR ENDS. BANDS FOR CORRUGATED METAL PIPES SHALL BE ANNULAR. GALVANIZED STEEL THICKNESS 12 ga.
AutoCAD SHX Text Sheet
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