Attach_3_Plans for Beaver Creek Culvert Replacement.pdf

PDF 4 MB Posted Mar 30, 2020

Attached to: National Forest System Road 384 Improvements-Boise NF-Idaho City RD
Solicitation number: 12026120R0004
Issued by: Department of Agriculture Forest Service R4-Intermountain Region

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract opportunity to replace culverts on National Forest System Road 384 located on the Idaho City Ranger District of the Boise National Forest in Boise County, Idaho. The contract scope of work includes traffic control, soil erosion and sediment control, installation of three aquatic organism passage culverts, replacement and installation of road drainage culverts, embankment material placement, installation of two underdrain systems, riprap placement, aggregate surfacing, and asphalt paving. The estimated contract value is between $1 million and $5 million. The solicitation number is 12026120R0004 and will be available on beta.sam.gov on or within 15 days of the presolicitation notice. The site visit is scheduled for April 29, 2020 and the contract performance period is from June 8, 2020 to October 8, 2021. The solicitation will be a small business set-aside awarded as a firm-fixed price contract by the USDA Forest Service Intermountain Region.

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Other files

File	Type	Posted
Amendment 2.pdf	PDF	May 6, 2020
Amendment 1.pdf	PDF	Apr 22, 2020
Attach_7_traffic control plan Upper.pdf	PDF	Mar 30, 2020
Attach_5_Plans Edna Cr Upper Culvert Replacement.pdf	PDF	Mar 30, 2020
Attach_9_Determination of Responsibility.docx	DOCX document	Mar 30, 2020
Attach_4_Plans Edna Cr Lower Culvert Replacement.pdf	PDF	Mar 30, 2020
Attach_2_NFSR 384 FS Supplemental Specs.pdf	PDF	Mar 30, 2020
Attach_10_Past Performance Questi.DOCX	DOCX document	Mar 30, 2020
Attach_1_Forest Service Road Closure Restrictions.pdf	PDF	Mar 30, 2020
Attach_9_Determination of Responsibility.pdf	PDF	Mar 30, 2020
Attach_6_Plans for Road 384 Improvements.pdf	PDF	Mar 30, 2020
20R0004.pdf	PDF	Mar 30, 2020
Attach_11_Workmanscompsheetwithlink.pdf	PDF	Mar 30, 2020
Attach_8_Wage Determination.pdf	PDF	Mar 30, 2020

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U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FOUR

CONSTRUCTION PLANS FOR

BEAVER CREEK CULVERT REPLACEMENT

ROAD NO. 384 - M.P. 1.23

BOISE NATIONAL FOREST

IDAHO CITY RANGER DISTRICT

BOISE COUNTY, IDAHO

SECTION 11, TOWNSHIP 7 NORTH, AND RANGE 7 EAST

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PROJECT: 1·161H

SHEET INDEX 01'TE: IIAACH 29, 2019

COVER SHEET 1

SHEET2

SHEET3

SHEET 4

SHEET 5

SHEETS

SHEET7

SHEET 8

SHEET9-10

TYPICAL ROADWAY SECTION & QUANTITIES

ROAD PLAN & PROFILE

NOTE:

STREAM PLAN & PROFILE

STREAM DIVERSION PLAN

CULVERT DETAILS

FOOTING DETAILS

NOT APPLICABLE TO CONTRACT

ROADWAY CROSS-SECTIONS

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BY DATE SET NO.

SHEET NO.

Attachment #2-12026120R0004

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TYPICAL CROWNED ROADWAY SECTION

GENERAL NOTES:

SPECIFICATIONS:

DESIGN SPECIFICATION:

HYDROLOGY & HYDRAULICS:

CLEARING AND GRUBBING:

STRUCTURAL PLATE ARCH:

CONCRETE:

REINFORCING STEEL:

HARDWARE AND STRUCTURAL STEEL:

EROSION CONTROL:

WASTE SITE:

VIEW OF EXISTING CULVERT

ESTIMATED QUANTITIES**

ITEM NO. DESCRIPTION UNIT QUANTITY

15101 MOBILIZATION LS 1

15201 CONSTRUCTION SURVEY AND STAKING LS 1

15713 SOIL EROSION AND POLLUTION CONTROL LS 1

20101 CLEARING AND GRUBBING LS 1

20301 REMOVAL OF EXISTING MULTIPLATE CULVERT, DISPOSAL METHOD A LS 1

20804* STRUCTURAL EXCAVATION AND BACKFILL LS 1

25101* PLACED RIPRAP, CLASS 3 (COMMERCIAL SOURCE) CY 25

27250* GEOCELL ABUTMENT STABILIZATION, 6 INCH DEPTH SY 105

553A01 PRECAST CONCRETE MEMBERS, STEM WALL W/ FOOTING LS 1

60302* 20'-0" SPAN, 6'-4" RISE STRUCTURAL PLATE ARCH, 0.17" THICK, 6" X 2" CORRUGATIONS LF 66

62201 HYDRAULIC EXCAVATOR WITH THUMB HR 1

64801* PLACED STREAMBED SIMULATION ROCK, BED CLASS 4 CY 200

**INFORMATIONAL ONLY - NOT FOR BIDDING PURPOSES - REFER TO BID SCHEDULE

*ITEM IS A CONTRACT QUANTITY PER FP-14, SUBSECTION 109.02(b)

VIEW OF EXISTING ROAD

Attachment #2-12026120R0004

AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\Beaver\Drawings\Sheets\1-16188-Beaver Cr AOP-02-Quantities.dwg

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12' (TYP.)*

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3:1 (TYP.) *

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1:1 (TYP.) *

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SURFACE COURSE AGGREGATE 6" COMPACTED DEPTH

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EXISTING GROUND

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ROADWAY EMBANKMENT (TYP.)

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AutoCAD SHX Text MATERIALS AND CONSTRUCTION OF THIS STRUCTURE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14 (U.S. CUSTOMARY UNITS) AND MODIFIED BY THE FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS). DESIGN SHALL CONFORM TO HL-93 LOADING IN ACCORDANCE WITH AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CURRENT EDITION WITH CURRENT INTERIMS. THE STRUCTURE WAS DESIGNED TO PASS THE 100-YEAR FLOOD EVENT OF 382 CFS WITH A MINIMUM OF TWO FEET OF FREEBOARD. FOR THIS SITE, THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 141 CFS AND 241 CFS, RESPECTIVELY. CLEARING AND GRUBBING WILL BE PAID UNDER ITEM 20101. CONTRACTOR SHALL DISPOSE OF CLEARING AND GRUBBING MATERIAL PER FSSS 203. THE STRUCTURAL PLATE ARCH SHALL BE 20'-0" SPAN, 6'-4" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED STEEL PLATE OF 0.17" THICKNESS (8-GAUGE). THESE PLATES SHALL BE CONNECTED WITH BOLTS SUPPLIED BY THE MANUFACTURER. THE CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND CONDITIONS PRIOR TO ORDERING MATERIALS. THE STRUCTURAL PLATE ARCH CULVERT SHALL BE ASSEMBLED IN ACCORDANCE WITH THE PLATE LAYOUT DRAWINGS PROVIDED BY THE MANUFACTURER AND PER THE MANUFACTURER'S RECOMMENDATIONS. USE CLASS A(AE) OR C(AE) CONCRETE, FINISH CONCRETE WITH A CLASS 1 - ORDINARY SURFACE FINISH. ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH AN APPROVED MIX DESIGN. CHAMFER ALL EXPOSED EDGES OF CONCRETE AND FILLET ALL RE-ENTRANT ANGLES " UNLESS NOTED OTHERWISE. 34" UNLESS NOTED OTHERWISE.

AutoCAD SHX Text ALL REINFORCING SHALL BE OF THE DEFORMED BAR TYPE CONFORMING TO AASHTO M31 (ASTM A615), GRADE 60. CONCRETE CLEAR COVER SHALL BE 2" UNLESS SHOWN OTHERWISE ON THE PLANS. BENDING AND SPLICING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 315. ALL STEEL SHAPES, PLATES AND BARS SHALL CONFORM TO AASHTO M270 (ASTM A36) AND SHALL BE GALVANIZED. HARDWARE SHALL MEET REQUIREMENTS OF ASTM A325 UNLESS SHOWN OTHERWISE ON THE PLANS. ALL WELDING TO BE CONDUCTED BY A CERTIFIED WELDER WITH CREDENTIALS SUBMITTAL REQUIRED. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.5, BRIDGE WELDING CODE. ALL ELECTRODES SHALL BE E70XX. FOLLOW ALL OF THE REQUIREMENTS OF THE EROSION CONTROL PLAN IN THE SPECIAL CONTRACT REQUIREMENTS TO PREVENT RUNOFF AND SEDIMENT FROM THE CONSTRUCTION SITE FROM ENTERING INTO LIVE STREAMS. CONTRACTOR MAY DISPOSE OF EXCESS CLEARING AND GRUBBING MATERIAL, OR EXCESS EXCAVATED MATERIAL WHICH IS UNSUITABLE FOR PLACEMENT ON THE SURFACE OF ROAD 384, AT THE LAMAR WASTE SITE. PLACE EXCESS EXCAVATED MATERIAL WHICH IS SUITABLE FOR INCORPORATING INTO THE ROAD SUBGRADE AT LOCATIONS DESIGNATED BY THE CO RATHER THAN HAULING OFF TO THE LAMAR SITE. DRIVING DIRECTIONS TO THE LAMAR PIT: FROM THE PROJECT SITE TURN LEFT ONTO HIGHWAY 21 AND TRAVEL SOUTH FOR 1.9 MILES TO ROAD 025M. FOLLOW ROAD 025M FOR 0.1 MILES TO THE JUNCTION WITH ROAD 025M1. TURN ONTO ROAD 025M1 AND FOLLOW FOR 0.2 MILES TO THE WASTE SITE.

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* SEE ROADWAY CROSS-SECTIONS ON SHEETS 9 & 109 & 10 & 1010

PROFILE VIEW OF ROAD NO. 384 - STA. 1+00 TO STA. 4+00

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ROAD NO. 384

BEAVER CREEK

CP3

CP1

CONTROL POINT COORDINATE

TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 5,000.000 10,000.000 1,000.000 REBAR W/RPC

CP2 5,013.850 10,264.325 1,006.748 REBAR W/RPC

CP3 4,922.606 9,943.044 992.457 REBAR W/RPC

CP4 4,865.471 10,145.511 991.609 REBAR W/RPC

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-1.64% EXISTING

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2.48% EXISTING

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SCALE IN FEET

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END PROJECT STA 3+36.00 END AGGREGATE SURFACING (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text BEGIN PROJECT STA. 1+78.00 BEGIN AGGREGATE SURFACING. (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE-ARCH 20'-0" SPAN x 6'-3" RISE x 66' LONG

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SURVEYED EDGE OF WATER (6/28/2017)

AutoCAD SHX Text NOTES: 1. LOCAL COORDINATE SYSTEM UTILIZED LOCAL COORDINATE SYSTEM UTILIZED 2. RPC = RED PLASTIC CAPRPC = RED PLASTIC CAP

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CP4, 66 FT

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EXISTING EDGE OF TRAVELED WAY (TYP.)

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REMOVE AND DISPOSE OF EXISTING 8' X 60' LONGSTEEL MULTIPLATE CULVERT.

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FINISHED GRADE ALONG ROADWAY

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE-ARCH 20'-0" SPAN x 6'-3" RISE x 66' LONG

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EXISTING GROUND ALONG ROADWAY

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CP2, 98 FT

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CONSTRUCTION LIMITS (TYP.)

AutoCAD SHX Text REMOVE AND DISPOSE OF EXISTING 8' x 60' LONG STEEL MULTIPLATECULVERT

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1. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM ROADWAY AND CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM ROADWAY AND STRUCTURE EXCAVATION FOR ROADWAY EMBANKMENT CONSTRUCTION. THE MATERIAL SHALL BE APPROVED BY C.O. BEFORE PLACEMENT. COMPACT ROADWAY EMBANKMENT PER FSSS 204. THIS WORK SHALL BE PAID UNDER ITEM 20804. 2. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE QUANTITIES, NO SHRINKAGE OR SWELL FACTORS HAVE BEEN APPLIED. CONTRACTOR SHALL VERIFY QUANTITIES. 3. CONTRACTOR MAY DISPOSE OF EXCESS CLEARING AND GRUBBING MATERIAL, OR CONTRACTOR MAY DISPOSE OF EXCESS CLEARING AND GRUBBING MATERIAL, OR EXCESS EXCAVATED MATERIAL WHICH IS UNSUITABLE FOR PLACEMENT ON THE SURFACE OF ROAD 384, AT THE LAMAR WASTE SITE. PLACE EXCESS EXCAVATED MATERIAL WHICH IS SUITABLE FOR INCORPORATING INTO THE ROAD SUBGRADE AT LOCATIONS DESIGNATED BY THE CO. 4. CONTRACTOR TO PRESERVE ALL LARGE DIAMETER TREES PER THE DIRECTION OF THE CONTRACTOR TO PRESERVE ALL LARGE DIAMETER TREES PER THE DIRECTION OF THE C.O. MERCHANTABLE TIMBER REQUIRED TO BE REMOVED FOR CONSTRUCTION SHALL BE DECKED ON-SITE. 5. ANY SLASH FROM CLEARING AND GRUBBING SHALL REMAIN ON-SITE, TEMPORARILY ANY SLASH FROM CLEARING AND GRUBBING SHALL REMAIN ON-SITE, TEMPORARILY STOCKPILED AND PLACED AS SLASH FILTER WINDROWS AS DIRECTED BY THE C.O. ANY EXCESS MATERIAL NOT USED FOR SLASH FILTER WINDROWS SHALL BE DISPOSED OF AT THE WASTE SITE SHOWN ON THE COVER SHEET. THIS WORK IS PAID UNDER ITEM 20101. 6. MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING CULVERT ALONG THE MATERIALS MAY BE STOCKPILED ADJACENT TO THE EXISTING CULVERT ALONG THE ROADWAY. NO MATERIALS OR EQUIPMENT MAY BE STORED BELOW THE ORDINARY HIGH WATER MARK OF THE CREEK. 8. CONTRACTOR TO CONSTRUCT DITCH TO DRAIN TO PROPOSED CULVERT AS SHOWN. CONTRACTOR TO CONSTRUCT DITCH TO DRAIN TO PROPOSED CULVERT AS SHOWN. REFER TO SHEET 2 FOR TYPICAL DITCH SECTION. THIS WORK IS PAID UNDER 62201.

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EXISTING SIGN (DO NOT DISTURB)

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EDGE OF TURNOUT

AutoCAD SHX Text CONTRACTOR TO GRADE DITCH TO ENSURE DRAINAGE TOWARD CULVERT. THIS WORK IS PAID UNDER ITEM 62201.

AutoCAD SHX Text CONTRACTOR TO GRADE DITCH TO ENSURE DRAINAGE TOWARD CULVERT. THIS WORK IS PAID UNDER 62201.

EXISTING TRAIL

PROFILE VIEW OF BEAVER CREEK - STA. 51+10 TO STA. 53+00

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STREAM CENTERLINE COORDINATE

STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA. 51+38.00 BEGIN STREAMWORK 4,913.73 10,013.50 987.21

STA. 51+67.97 PT 4,942.78 10,012.62 987.81

STA. 51+73.47 DS INV. @ CL

CULVERT, BTM OF FTG ELEV. 4,947.71 10,010.18 984.83

STA. 52+41.46 US INV. @ CL

CULVERT, BTM OF FTG ELEV. 5,008.68 9,980.09 986.16

STA. 52+56.00 END STREAMWORK 5,021.86 9,973.95 989.57

Attachment #2-12026120R0004

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SCALE IN FEET

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END CHANNEL WORK STA. 52+56.00 (MATCH EXISTING WIDTH & ELEV.)

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BEGIN CHANNEL WORK STA. 51+38.00 (MATCH EXISTING WIDTH & ELEV.)

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SURVEYED EDGE OF WATER (6/28/2017)

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REMOVE AND DISPOSE OF EXISTING 8' X 60' LONGSTEEL MULTIPLATE CULVERT.

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NEW CHANNEL THALWEG

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EXISTING CHANNEL BOTTOM ALONG THALWEG

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PROFILE GRADE

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UTILIZE NATIVE STREAMBED MATERIAL TO SHAPE CHANNEL

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FINISHED GRADE ROADWAY

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NEW CHANNEL REGRADING

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19'-2" BANKFULL

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19'-2" BANKFULL

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BOTTOM OF FTG. STA. 51+73.47 51+73.47 ELEV. = 984.83'

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BOTTOM OF FTG. STA. 52+41.46 52+41.46 ELEV. = 986.16

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BEVEL CULVERT ENDS (TYP.) SEE DETAIL

AutoCAD SHX Text CONSTRUCT BANK MARGINS WITH LARGE BOULDERS AND COBBLES (22"-MINUS), EXPECTED TO BE SALVAGED DURING EXCAVATIONS IN THE LOCATIONS SHOWN. PAID UNDER ITEM 64801.

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NEW EDGE OF ROADWAY

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1. UTILIZE NATIVE STREAMBED MATERIAL TO REGRADE AND SHAPE THE CHANNEL WITHIN THE UTILIZE NATIVE STREAMBED MATERIAL TO REGRADE AND SHAPE THE CHANNEL WITHIN THE CULVERT PER THE DETAILS ON SHEET 6. REGRADE AND SHAPE THE CHANNEL OUTSIDE THE CULVERT PER THE TYPICAL CHANNEL SECTION DETAIL ON THIS SHEET. THIS WORK SHALL BE PAID UNDER ITEM 64801. 2. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM CHANNEL AND STRUCTURE CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM CHANNEL AND STRUCTURE EXCAVATION FOR STREAMBED SIMULATION MATERIAL. SORTING OF THE MATERIAL WILL BE REQUIRED TO MEET THE REQUIREMENTS SPECIFIED IN FSSS 705. ENSURE PROPER COMPACTION TO PREVENT SUBTERRANEAN FLOW. 3. STREAMBED MATERIAL TO BE INSTALLED NON-UNIFORMLY. STREAMBED MATERIAL TO BE INSTALLED NON-UNIFORMLY. 4. LARGE BOULDERS (22"-MINUS) AND COBBLE THAT ARE ENCOUNTERED IN THE CHANNEL AND LARGE BOULDERS (22"-MINUS) AND COBBLE THAT ARE ENCOUNTERED IN THE CHANNEL AND STRUCTURE EXCAVATION AREAS SHALL BE RANDOMLY PLACED WITHIN THE CHANNEL AS DIRECTED BY THE C.O. THIS WORK IS PAID UNDER ITEM 64801. 5. BOULDERS SHOWN ON THIS SHEET ARE NOT TO SCALE. THEY ARE SHOWN TO GIVE A BOULDERS SHOWN ON THIS SHEET ARE NOT TO SCALE. THEY ARE SHOWN TO GIVE A CONCEPTUAL REPRESENTATION OF THE RECONSTRUCTED CHANNEL. 6. CHANNEL EXCAVATION AND EMBANKMENT QUANTITIES ARE FOR INFORMATION ONLY AND ARE CHANNEL EXCAVATION AND EMBANKMENT QUANTITIES ARE FOR INFORMATION ONLY AND ARE CALCULATED TO THE CHANNEL FINISH GRADE. 7. CONTRACTOR SHALL SALVAGE VEGETATED SOILS MATS AND OTHER RIPARIAN VEGETATION CONTRACTOR SHALL SALVAGE VEGETATED SOILS MATS AND OTHER RIPARIAN VEGETATION DURING CLEARING AND GRUBBING OPERATIONS AS DIRECTED BY THE C.O. DURING FINAL REHAB OPERATIONS, PLACE SALVAGED SOIL MATS, VEGETATION, AND LARGE WOODY DEBRIS AVAILABLE ONSITE AS DIRECTED BY THE C.O. THE PLACEMENT WORK WILL BE PAID FOR UNDER PAY ITEM 62201. 8. TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR OTHER TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR OTHER RIPARIAN VEGETATION. PLACE FILL MATERIAL IN DIVOT HOLE SURROUNDING PLANT TO NATURAL CONTOUR. COMPACT THOROUGHLY. WATER IMMEDIATELY WITH EXCAVATOR BUCKET. 9. THE TRANSITION FROM THE TYPICAL CHANNEL SECTION TO THE ON-SITE CHANNEL SECTION IS THE TRANSITION FROM THE TYPICAL CHANNEL SECTION TO THE ON-SITE CHANNEL SECTION IS TO OCCUR OVER A MINIMUM DISTANCE OF 5'. TRANSITION STREAM BANKS WITH LARGER BANK MARGIN ROCK INTERMIXED WITH STREAMBED MATERIAL.

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CLASS 3 RIPRAP (TYP) SEE DETAIL

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REMOVE AND DISPOSE OF EXISTING 8' X 60' LONGSTEEL MULTIPLATE CULVERT.

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19'-2" BANKFULL

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SCALE IN FEET

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SANDBAG OR OTHER DIVERSION DAM HEIGHT AT LEAST 6" OVER TOP OF PIPE

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STREAMBED

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DIVERSION DAM LOCATION SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE C.O

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PUMP STREAMFLOW AS NECESSARY TO CONSTRUCT DAM

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DIVERSION PIPE

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NOT TO SCALE

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ANY RUPTURED SANDBAGS TO BE CLEANED UP BY CONTRACTOR

AutoCAD SHX Text STREAM BYPASS PIPE AND/OR OPEN CHANNEL. (CONTRACTOR TO SIZE TO CARRY ENTIRE STREAM FLOW)

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BYPASS DAM. LOCATION STAKED BY CONTRACTOR AND APPROVED BY THE C.O. SEE DETAIL

AutoCAD SHX Text DOWNSTREAM SUMP PUMP. PLACE IN CUT-OFF TRENCH OR SUMP AT DEPTH NEEDED TO DEWATER SITE

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

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AutoCAD SHX Text SUMP PUMP, PLACE IN CUT-OFF TRENCH OR SUMP AT DEPTH NEEDED TO DEWATER FOR CHANNEL WORK

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

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1. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209 AND 157 AND THE DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209 AND 157 AND THE REQUIREMENTS ON THIS SHEET. 2. DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DEWATERING DEWATERING IS THE RESPONSIBILITY OF THE CONTRACTOR AND CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO THE C.O. FOR APPROVAL ALONG WITH THE EXCAVATION PLAN. THIS SHEET ILLUSTRATES GENERIC DEWATERING REQUIREMENTS AND POSSIBLE METHODS AND EQUIPMENT AND IS NOT CONSIDERED ADEQUATE FOR THIS PROJECT. CONTRACTOR SHALL DEVELOP THEIR OWN PROJECT SPECIFIC DEWATERING PLANS AND SHALL INCLUDE DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, EQUIPMENT, AND ANTICIPATED STREAM FLOW VOLUMES. APPROVAL OF THE DEWATERING PLAN BY THE CONTRACTING OFFICER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLETING THE WORK AS SPECIFIED. IF CONTRACTOR'S IDENTIFIED DEWATERING METHODS ARE NOT PRODUCING DESIRED RESULTS, CONTRACTOR SHALL RE-EVALUATE AND SUBMIT ANOTHER PLAN TO THE C.O. FOR APPROVAL. NO ADDITIONAL PAYMENT WILL BE MADE FOR THIS WORK. ALL WORK RELATING TO THE STREAM DIVERSION IS PAID UNDER ITEM 15713. 3. CONTRACTOR IS RESPONSIBLE FOR SIZING ALL PUMPS, DAMS, BYPASS PIPES, OPEN CHANNELS, ETC. AND CONTRACTOR IS RESPONSIBLE FOR SIZING ALL PUMPS, DAMS, BYPASS PIPES, OPEN CHANNELS, ETC. AND WILL NEED TO MAINTAIN PUMPING CAPACITY OF THE INFLOW DURING THE DURATION OF THE PROJECT. PUMPS TO BE PLACED IN LOCATION OR WITHIN SECONDARY CONTAINMENT TO PREVENT FUEL/OIL FROM SPILLING INTO THE STREAM. CONTRACTOR TO BE RESPONSIBLE FOR CLEANUP OF ANY FUEL/OIL SPILL. 4. SOIL EROSION AND SEDIMENT CONTROL MEASURES SPECIFIC TO THE DEWATERING PLAN SHALL BE INCLUDED SOIL EROSION AND SEDIMENT CONTROL MEASURES SPECIFIC TO THE DEWATERING PLAN SHALL BE INCLUDED AND SHALL BE IN CONFORMANCE WITH PROJECT PERMITS. 5. PRIOR TO THE COMMENCEMENT OF WORK, INSTALL A MINIMUM OF 4 SEDIMATS DOWNSTREAM OF THE WORK. PRIOR TO THE COMMENCEMENT OF WORK, INSTALL A MINIMUM OF 4 SEDIMATS DOWNSTREAM OF THE WORK. SEDIMATS ARE TO BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATIONS. SEDIMATS ARE TO BE REMOVED BY CONTRACTOR AFTER ALL WORK IS COMPLETE. THE LOCATION OF THE SEDIMATS WILL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE C.O. THIS WORK IS PAID UNDER ITEM 15713. 6. CONTRACTOR SHALL GIVE AT LEAST 72 HOURS NOTICE BEFORE DEWATERING. DEWATERING SHALL TAKE CONTRACTOR SHALL GIVE AT LEAST 72 HOURS NOTICE BEFORE DEWATERING. DEWATERING SHALL TAKE PLACE FIRST THING IN THE MORNING. REWATERING WILL ALSO BE DONE SLOWLY IN A MANNER TO REDUCE SEDIMENTATION. 7. CLEARING LIMITS WILL VARY DEPENDING ON THE DIVERSION PLAN SUBMITTED BY THE CONTRACTOR. CLEARING LIMITS WILL VARY DEPENDING ON THE DIVERSION PLAN SUBMITTED BY THE CONTRACTOR. CONTRACTOR TO SUBMIT PROPOSED CLEARING LIMITS WITH DIVERSION PLAN.

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SEDIMATS (SEE NOTE 5)

SUMP PUMP AT DEPTH NEEDED TO BE USED TO INTERCEPT SEEPAGE FROM DIVERSION DAM

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MID-ORDINATE CHECK DETAIL

CULVERT SHAPE CHECK

TABLE

MEASUREMENT DESIGN

ALLOWED RANGE

MINIMUM MAXIMUM

MID-ORDINATE "M" 23

16" 21 16" 25

16"

*ALL MEASUREMENTS ARE TO THE INSIDE CREST OF

CORRUGATIONS.

STRUCTURE EXCAVATION NOTES:

STRUCTURAL BACKFILL:

AASHTO

T99, METHOD C

GEOCELL:

STREAMBED MATERIAL:

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CULVERT END TREATMENT

RIPRAP AT INLET & OUTLET

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TYPICAL SECTION - STEEL STRUCTURAL PLATE - ARCH CULVERT

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1. PRIOR TO BACKFILLING, CHECK THE SPAN AND RISE. VERIFY THAT THE MEASUREMENTS ARE PRIOR TO BACKFILLING, CHECK THE SPAN AND RISE. VERIFY THAT THE MEASUREMENTS ARE WITHIN THE MANUFACTURERS TOLERANCES. CHECK AND RECORD THE CULVERT RADIUS BY MEASURING THE MIDDLE ORDINATE AT THREE LOCATIONS ALONG THE ROOF OF THE CULVERT, AS SHOWN ABOVE, WITH A 4' LEVEL. TAKE MEASUREMENTS ALONG THE FULL LENGTH OF THE PIPE AT A SPACING OF NO GREATER THAN 8'. MARK ALL SAMPLE LOCATIONS WITH PAINT. VERIFY THAT THE MID-ORDINATE MEASUREMENTS FALL WITHIN THE RANGE SHOWN ON THE DETAIL. 2. DURING BACKFILLING CONTINUE TO CHECK THE CULVERT AT THE MARKED LOCATIONS AS DURING BACKFILLING CONTINUE TO CHECK THE CULVERT AT THE MARKED LOCATIONS AS OUTLINED ABOVE. ADJUST MATERIAL PLACEMENT AND COMPACTION PROCEDURES TO CORRECT ANY DETECTED CHANGE IN SHAPE DURING BACKFILLING.

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SCALE: NOT TO SCALE

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4' LEVEL (TYP.)

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INSIDE FACE OF STEEL STRUCTURAL PLATE ARCH CULVERT

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1. STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION STRUCTURE EXCAVATION SHALL BE COMPLETED IN ACCORDANCE WITH FP-14, SECTION 208. 2. LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEER'S LIMITS SHOWN ARE MINIMUM EXCAVATION REQUIREMENTS BASED ON ENGINEER'S DETERMINATION OF OSHA SOIL TYPE B AND OSHA EXCAVATION REQUIREMENTS. DETERMINATION IS BASED ON LIMITED DATA AND ACTUAL SITE CONDITIONS MAY VARY. 3. STRUCTURE EXCAVATION QUANTITY SHOWN IS FOR INFORMATION ONLY BASED ON THE STRUCTURE EXCAVATION QUANTITY SHOWN IS FOR INFORMATION ONLY BASED ON THE LIMITS SHOWN. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL QUANTITIES BASED ON THEIR OWN EXCAVATION PLAN. 4. CONTRACTOR SHALL SUBMIT EXCAVATION PLAN TO C.O. FOR APPROVAL. PLAN SHALL CONTRACTOR SHALL SUBMIT EXCAVATION PLAN TO C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED EXCAVATION LIMITS, METHODS, EQUIPMENT, LOCATION OF STOCKPILES, AND ESTIMATED QUANTITIES AND IT MUST COMPLY WITH OSHA EXCAVATION SOIL TYPING AND REQUIREMENTS. CHANGES TO THE EXCAVATION LIMITS SHOWN ON THIS SHEET FOR CONTRACTOR'S DEWATERING METHODS OR OTHER CONTRACTOR CONVENIENCE, MUST BE SHOWN ON THE CONTRACTOR'S PLAN AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK IS PAID UNDER ITEM 20804. 1. STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH FP-14 STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED IN ACCORDANCE WITH FP-14 SECTION 208 OR MANUFACTURERS RECOMMENDATIONS. THE PROCTOR DENSITY FOR STRUCTURAL BACKFILL MATERIAL SHALL BE OBTAINED IN ACCORDANCE WITH AASHTO . SAMPLING AND TESTING IS REQUIRED PER FP-14 TABLE 208-1. 2. STRUCTURAL BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL STRUCTURAL BACKFILL LIMITS SHOWN ARE MINIMUM REQUIREMENTS. ANY BACKFILL OUTSIDE THE SHOWN LIMITS SHALL BE CONSIDERED ROADWAY EMBANKMENT AND MUST MEET THE REQUIREMENTS OUTLINED IN FSSS SECTION 204. 3. PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES PLACE STRUCTURAL BACKFILL IN HORIZONTAL LAYERS THAT DO NOT EXCEED 6 INCHES IN COMPACTED THICKNESS. 1. INSTALL GEOCELL PER FSSS 272.06. CONTRACTOR SHALL HOLD GEOCELL IN PLACE TO INSTALL GEOCELL PER FSSS 272.06. CONTRACTOR SHALL HOLD GEOCELL IN PLACE TO THE LINES AND GRADES SHOWN ON THE DRAWING WITH SUITABLE SIDE FORMS (STRETCHER FRAMES). 2. PLACE GEOTEXTILE UNDER GEOCELL ON LEVEL COMPACTED SUBGRADE. BACKFILL PLACE GEOTEXTILE UNDER GEOCELL ON LEVEL COMPACTED SUBGRADE. BACKFILL GEOCELL WITH IMPORTED COURSE GRANULAR BACKFILL. WRAP GEOTEXTILE OVER TOP OF THE GEOCELL AFTER IT IS BACKFILLED AND COMPACTED. ALL WORK AND MATERIALS RELATED TO GEOCELL INSTALLATION IS PAID UNDER ITEM 27250.

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1. NATIVE STREAMBED MATERIAL SHALL BE SHAPED TO A DEPTH OF 12" WITHIN THE NATIVE STREAMBED MATERIAL SHALL BE SHAPED TO A DEPTH OF 12" WITHIN THE PROPOSED CHANNEL WORK LIMITS AS SHOWN ON SHEET 4 AND THE TYPICAL SECTION 4 AND THE TYPICAL SECTION AND THE TYPICAL SECTION ON THIS SHEET. LARGE BOULDERS (18"-MINUS) AND COBBLES ENCOUNTERED DURING EXCAVATION SHALL BE RANDOMLY PLACED WITHIN THE CHANNEL AND ALONG FOOTINGS AS SHOWN ON THE TYPICAL SECTION ABOVE AND AS DIRECTED BY THE C.O. 2. STREAMBED SHALL BE INSTALLED NON-UNIFORMLY. BANKFULL WIDTH SHALL BE 19'-2" STREAMBED SHALL BE INSTALLED NON-UNIFORMLY. BANKFULL WIDTH SHALL BE 19'-2" AND THE LOW FLOW CHANNEL SHALL BE 11'-8", OR AS DIRECTED BY THE C.O. 3. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM CHANNEL AND STRUCTURE CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM CHANNEL AND STRUCTURE EXCAVATION FOR STREAMBED SIMULATION MATERIAL. SORTING WILL BE REQUIRED TO MEET SORTING WILL BE REQUIRED TO MEET THE REQUIREMENTS SPECIFIED IN FSSS 705. 1. PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN PROTECT AGAINST SOIL EROSION AND SEDIMENTATION DURING CONSTRUCTION IN ACCORDANCE WITH FP-14, SECTION 157 AND THE PROJECT PERMITS. CONTRACTOR SHALL PREPARE AND SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE C.O. FOR APPROVAL. PLAN SHALL INCLUDE DRAWINGS AND A WRITTEN OUTLINE ILLUSTRATING AND DESCRIBING PROPOSED LAYOUT, METHODS, AND EQUIPMENT. 2. DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209, 157 AND DEWATER THE EXCAVATION IN ACCORDANCE WITH FP-14 SECTIONS 208, 209, 157 AND THE REQUIREMENTS ON SHEET 5. 5. . 3. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. CONTRACTOR SHOULD ANTICIPATE WATER INFILTRATING THE EXCAVATIONS. 4. SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, STREAM CHANNEL SUBGRADE EXCAVATION, FOOTING PLACEMENT, RIPRAP PLACEMENT, STREAM CHANNEL SHAPING, GEOCELL INSTALLATION AND BACKFILL ARE TO BE COMPLETED PER THE CONTRACT SPECIFICATIONS AND STANDING OR RUNNING WATER IN THE WORK AREA DOES NOT RELIEVE THE CONTRACTOR FROM MEETING THE SPECIFICATIONS. 5. FOLLOW THE SPECIAL CONTRACT REQUIREMENTS FOR SOIL AND EROSION CONTROL.FOLLOW THE SPECIAL CONTRACT REQUIREMENTS FOR SOIL AND EROSION CONTROL.

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TOP OF CULVERT

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CULVERT INVERT

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ROAD FILL SLOPE

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CLASS 3 RIPRAP

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CHANNEL OVERBANK

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TOP OF FOOTING

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BEVEL AT END

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PROFILE GRADE AT CHANNEL

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6" DEEP LAYER GEOCELL (TYP.)

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FINISH GRADE ALONG ROADWAY

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MAXIMUM ALLOWABLE SLOPE

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MINIMUM LIMITS OF STRUCTURE EXCAVATION

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REMOVE & DISPOSE EXISTING CULVERT

AutoCAD SHX Text LARGE BOULDERS (22"-MINUS) AND COBBLES PLACED RANDOMLY IN CHANNEL (PAID UNDER ITEM 64801)

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EXISTING GRADE

NOTE: ROADWAY STATIONS RUN FROM LEFT TO RIGHT

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TYPICAL FOOTING SPLICE DETAILS

NOTE:

PLAN SECTION

ELEVATION

BOLTED ALTERNATIVE

ELEVATION

POST-INSTALLED ANCHOR PLATE ALTERNATIVE

NOTE:

PLAN SECTION

WELDED ALTERNATIVE

ELEVATION

TYPICAL PRECAST FOOTING SEGMENTS

NOTE:

GROUT CHANNEL DETAIL

FOOTING DETAIL

STEMWALL POSITIONING DETAIL

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AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\Beaver\Drawings\Sheets\1-16188-Beaver Cr AOP-07-Footing Details.dwg

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BAR " X 3" X 0'-8"516" X 3" X 0'-8"

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BOTTOM OF PRECAST SEGMENT

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FOOTING CONNECTION IS SHOWN. WALL CONNECTION IS SIMILAR.

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(4) 12" X 6" HEADED CONCRETE ANCHORS @ 6" O.C. VERT. SPACING

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FACE OF FOOTING

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FACE OF FOOTING

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(4) 12" X 6" HEADED CONCRETE ANCHORS @ 6" O.C. VERT. SPACING

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WT 8 X 20 X 0'-10" (TYP.)

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FACE OF FOOTING

AutoCAD SHX Text 34" X 2" BOLTS (A325) W/ " X 78" X 1 " VERT. SLOTS IN 12" VERT. SLOTS IN FLANGES (TYP.)

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FACE OF FOOTING

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BOTTOM OF PRECAST SEGMENT

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WT 8 X 20 X 0'-10" (TYP.)

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BOTTOM OF PRECAST SEGMENT

AutoCAD SHX Text IN LIEU OF PRECAST MECHANICAL SPLICE CONNECTIONS AT FOOTING, ALL 4 POST-INSTALLED SPLICE PLATES MAY BE INSTALLED ON THE STEM WALL AS SHOWN ON TYPICAL PRECAST SEGMENT DETAIL.

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" X 8" X 1'-3" 516" X 8" X 1'-3" W/ (4) 1316" HOLES HOLES

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(4) 34" HILTI HAS-E RODS (OR APPROVED EQUAL) W/ NUT & WASHER. EMBEDMENT = 3 ". 12". DRILL AND EPOXY W/ HILTI HIT HY 150 (OR APPROVED EQUAL)

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AutoCAD SHX Text PRECAST SPLICE TYP. EACH SIDE OF FOOTING AND WALL. LOCATE STEMWALL SPLICE AT STEMWALL HEIGHT. 12 STEMWALL HEIGHT. SEE SPLICE DETAIL

AutoCAD SHX Text PRECAST CONCRETE FOOTINGS, MAX. MAX. 6 SECTIONS OF OF APPROXIMATELY EQUAL LENGTH PER FOOTING.

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AutoCAD SHX Text ALTERNATE LOCATION (ON EACH SIDE OF STEM WALL) FOR POST-INSTALLED ANCHOR PLATE ALTERNATIVE

AutoCAD SHX Text SPLICE ASSEMBLY SHALL BE INDIRECTLY PAID BY ITEM 553A01. FOOTING SEGMENTS SHALL BE PLACED WITH A VERTICAL TOLERANCE OF " MAX.14" MAX.

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#5 REBAR X 1'-2" @ 12" O.C.*

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* L 2 X 2 X " IS THE L 2 X 2 X " IS THE 12 X 2 X " IS THE 12 X " IS THE 38" IS THE MIN. SIZE ANGLE ALLOWED. LARGER LEG ANGLES AND THICKNESS MAY BE USED. UNEQUAL LEG LENGTHS ARE ACCEPTABLE.

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L 2 X 2 X " 12 X 2 X " 12 X " 38" CONTINUOUS*

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FILL KEYWAY WITH NON-SHRINK GROUT (BOTH SIDES)

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(5) #4 X CONT. @ EQUAL SPACING TOP & BOT.

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#4 X 4'-8" @ 12" 4'-8" @ 12" @ 12" O.C. TOP & BOT.

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(4) #4 X CONT. @ EQUAL SPACING EACH SIDE

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#4 HOOK BARS @ 12" O.C.

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BOTTOM OF FOOTING ELEVATION GIVEN ON PROFILE (SHEET 4)4))

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CLASS I GEOTEXTILE

AutoCAD SHX Text 6" DEEP LAYER OF GEOCELL CELLULAR CONFINEMENT SYSTEM WITH COARSE GRANULAR BACKFILL (OR APPROVED EQUAL) (ITEM 27250)

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GROUT CHANNEL SEE DETAIL

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STREAM FACE

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FILL FACE

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WINDROW DIMENSIONS

TYPICAL INSTALLATION

SLASH FILTER WINDROW DETAIL

SLASH FILTER WINDROW NOTES:

Attachment #2-12026120R0004

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1. CONTRACTOR SHALL UTILIZE CLEARING AND GRUBBING MATERIAL TO ERECT CONTRACTOR SHALL UTILIZE CLEARING AND GRUBBING MATERIAL TO ERECT SLASH FILTER WINDROW. 2. SLASH, LIMBS AND TOPS MUST BE SMALLER THAN 12 FEET LONG AND 3 SLASH, LIMBS AND TOPS MUST BE SMALLER THAN 12 FEET LONG AND 3 INCHES IN DIAMETER. DO NOT USE STUMPS AND ROOT WADS. 3. PLACE SLASH AT THE TOE OF THE NEW ROADWAY FILL SLOPES AND AROUND PLACE SLASH AT THE TOE OF THE NEW ROADWAY FILL SLOPES AND AROUND CULVERT INLETS AS DIRECTED BY THE C.O. PLACE SLASH WITH A BACKHOE AND TAMP INTO PLACE WITH THE BUCKET. SLASH SHOULD BE TAMPED SO IT IS EMBEDDED APPROXIMATELY 6 INCHES INTO THE SURFACE TO PREVENT WATER FROM RUNNING UNDER THE WINDROW. 4. DO NOT INTERFERE WITH THE FUNCTIONING OF DRAINAGE STRUCTURES OR DO NOT INTERFERE WITH THE FUNCTIONING OF DRAINAGE STRUCTURES OR BLOCK STREAM CHANNELS WITH WINDROWS. ALL LOCATIONS WILL BE STAKED OR FLAGGED BY THE C.O. 5. PLACE STUMPS ON DOWNHILL SIDE OF WINDROW AND PLACED IN A POSITION PLACE STUMPS ON DOWNHILL SIDE OF WINDROW AND PLACED IN A POSITION TO PREVENT ROLLING, AS DIRECTED BY THE C.O. 6. ALL WORK RELATED TO ERECTING SLASH FILTER WINDROWS IS PAID UNDER ITEM ALL WORK RELATED TO ERECTING SLASH FILTER WINDROWS IS PAID UNDER ITEM 20101.

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EDGE OF ROAD

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TOE OF FILL

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NOT APPLICABLE TO CONTRACT

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CL OF CULVERT, SKEWED TO CULVERT

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NEW STEEL STRUCTURAL PLATE-ARCH 20' SPAN X 6'-3" RISE X 66' LONG

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TIE INTO CHANNEL EXCAVATION

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ROADWAY CENTERLINE COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA. 1+78.00 BEGIN ROADWORK 4,964.69 9,947.50 EXISTING

STA. 2+00.00 4,971.65 9,968.37 999.44

STA. 2+20.00 4,977.58 9,987.47 999.51

STA. 2+27.25 CL CULVERT 4,979.63 9,994.42 999.55

STA. 2+36.00 BEGIN TURNOUT REGRADE AND SURFACING 4,982.05 10,002.83 999.63

STA. 2+40.00 4,983.12 10,006.69 999.67

STA. 2+60.00 4,988.29 10,026.01 999.93

STA. 2+80.00 4,993.06 10,045.43 1,000.22

STA. 3+00.00 4,997.44 10,064.94 1,000.59

STA. 3+20.00 5,001.43 10,084.54 1,000.96

STA. 3+36.00 END ROADWORK, END TURNOUT GRADING AND SURFACING 5,004.35 10,100.27 EXISTING

Attachment #2-12026120R0004

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Sheets and Views

1-16188-Beaver Cr AOP-01-Cover-Cover

1-16188-Beaver Cr AOP-02-Quantities-Quantities

1-16188-Beaver Cr AOP-03-Road PP-P P

1-16188-Beaver Cr AOP-04-Stream PP-P P

1-16188-Beaver Cr AOP-05-Stream Diversion Plan-S D

1-16188-Beaver Cr AOP-06-Culvert Details-Details

1-16188-Beaver Cr AOP-07-Footing Details-Details

1-16188-Beaver Cr AOP-09-Erosion Control Details-Details

1-16188-Beaver Cr AOP-10- Roadway Cross-Sections-1-16188-9 Roadway Cross-Sections

1-16188-Beaver Cr AOP-10- Roadway Cross-Sections-1-16188 Beaver Cr-10- Roadway Cross Sections

File details come from the government source that posted it. Updated Mar 30, 2020.