Attach_5_Plans Edna Cr Upper Culvert Replacement.pdf

PDF 5 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 notice solicits bids for a National Forest System Road 384 Improvements project located on the Idaho City Ranger District, Boise National Forest in Idaho. The project involves replacing three aquatic organism passage culverts, replacing and installing drainage culverts, placing embankment material to reestablish the road template, installing underdrain systems, placing riprap to protect fillslopes, mixing and placing aggregate surfacing, and paving asphalt. Bids are due within 15 days of the complete solicitation package being posted to beta.sam.gov. The contract is set aside for small businesses with a period of performance from June 8, 2020 to October 8, 2021. The Forest Service will hold an optional site visit on April 29, 2020 to explain the project and answer questions. The estimated value is between $1 million and $5 million. The solicitation incorporates Department of Labor wage determinations for highway construction.

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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_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
Attach_3_Plans for Beaver Creek Culvert Replacement.pdf	PDF	Mar 30, 2020

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U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FOUR

CONSTRUCTION PLANS FOR

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEETS

SHEET?

SHEET 8

SHEETS

PROJECT: 1-161&&

SHEET INDEX DATE: MARCH 2.9, 2019

COVER

TYPICAL ROADWAY SECTION & QUANTITIES

ROAD PLAN & PROFILE

STREAM PLAN & PROFILE

STREAM DIVERSION PLAN

CULVERT DETAILS

FOOTING DETAILS

NOT APPLICABLE TO CONTRACT

ROADWAY CROSS-SECTIONS

EDNA CREEK CULVERT REPLACEMENT - UPPER

ROAD NO. 384 - M.P. 0.01

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LOCATION MAP

NOT TO SCALE

BOISE NATIONAL FOREST

IDAHO CITY RANGER DISTRICT

BOISE COUNTY, IDAHO

SECTION 10, TOWNSHIP 7 NORTH, AND RANGE 7 EAST

R. 7 E.

VICINITY MAP

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NOTE:

APPRO�ED:

FOREST SUPERVISOR

BOISE NATIONAL FOREST

APPROVED:

PLANS PREPARED BY:

JUSTIN EVERTZ, E.1.

APPROVED BY:

JEREMIAH THEYS, P.E.

DRAWING SCALE IS ONLY ACCURATE

WHEN PLANS ARE PLOTTED ON 11" X 17"

(TABLOID)-SIZED PAPER.

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DATE

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2501 BELTVIEWDRIVE

HELENA. I.IT 59601

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Attachment #5-12026120R0004

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TYPICAL INSLOPED ROADWAY SECTION

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 STRUCTURE EXCAVATION AND BACKFILL LS 1

25101* PLACED RIPRAP, CLASS 3 (COMMERCIAL SOURCE) CY 21

27250* GEOCELL ABUTMENT STABILIZATION, 6 INCH DEPTH SY 67

30201* AGGREGATE BASE, COMPACTION METHOD 2 (GOV'T FURNISHED SOURCE) CY 94

40301* ASPHALT CONCRETE PAVEMENT, TYPE I, 3/4-INCH TON 46

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

60302* 12'-0" SPAN, 6'-3" RISE, STRUCTURAL PLATE-ARCH, 0.138" THICK, 6" X 2" CORRUGATIONS LF 74

62201 HYDRAULIC EXCAVATOR WITH THUMB HR 1

63501 TEMPORARY TRAFFIC CONTROL LS 1

64801* PLACED STREAMBED SIMULATION ROCK, BED CLASS 4 CY 120

**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 ROADWAY

VIEW OF EXISTING CULVERT

GENERAL NOTES:

SPECIFICATIONS:

DESIGN SPECIFICATION:

HYDROLOGY & HYDRAULICS:

CLEARING AND GRUBBING:

STRUCTURAL PLATE ARCH:

CONCRETE:

REINFORCING STEEL:

HARDWARE AND STRUCTURAL STEEL:

EROSION CONTROL:

WASTE SITE:

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AutoCAD SHX Text C:\Users\ghoush\Box\7700TravelMgmt\7720Development\D3 Idaho City\NFSR 384 Improvements\Edna Ck Culvert Replacement Upper\GH_EdnaUpper\Drawings\Sheets\1-16188-Edna Cr AOP-Upper-02-Quantities.dwg

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1.5:1 (TYP.)*

AutoCAD SHX Text 2:1

AutoCAD SHX Text ASPHALT CONCRETE PAVEMENT, TYPE I, 34-INCH WITH PERFORMANCE GRADED WITH PERFORMANCE GRADED ASPHALT BINDER, PG 58-28 OR APPROVED EQUAL, 3" COMPACTED DEPTH

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NOT TO SCALE

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VARIES*

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EXISTING GROUND

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ROADWAY EMBANKMENT (TYP.)

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 154 CFS WITH A MINIMUM OF TWO FEET OF FREEBOARD. FOR THIS SITE, THE 2-YEAR AND THE 10-YEAR EVENTS WERE ESTIMATED AT 58.2 CFS AND 97.4 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 12'-0" SPAN, 6'-3" RISE, 6" X 2" CORRUGATIONS WITH GALVANIZED STEEL PLATE OF 0.138" THICKNESS (10-GAGE). 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 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. COMPLY WITH ALL MITIGATION REQUIREMENTS FOR AOPS LISTED IN THE SPECIAL CONTRACT REQUIREMENTS. SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL WHICH DETAILS THE SPECIFIC EROSION CONTROL MEASURES TO BE TAKEN TO ASSURE COMPLIANCE WITH THOSE REQUIREMENTS AND PREVENTS RUNOFF AND SEDIMENT 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. 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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6" AGGREGATE BASE (TYP.)

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*SEE ROADWAY CROSS-SECTIONS ON SHEET 99

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1.5:1 (TYP.)*

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9" DEPTH AGGREGATE

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9" DEPTH AGGREGATE

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VARIES*

PROFILE VIEW OF ROAD NO. 384 - STA. 0+00 TO STA. 2+00

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PLAN VIEW OF ROAD NO. 384 - STA. 0+00 TO 2+00

ROAD NO. 384

EDNA CREEK

HIGHWAY 21

C.G. ACCESS

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NOTES:

CONTROL POINT COORDINATE TABLE

POINT NORTHING EASTING ELEVATION DESCRIPTION

CP1 4947.22 9980.79 1002.61 REBAR W/RPC

CP2 4910.36 10128.62 996.99 REBAR W/RPC

CP3 5176.36 9876.68 1004.29 REBAR W/RPC

CP4 5078.19 9774.51 1010.50 REBAR W/RPC

ROADWAY CENTERLINE

COORDINATE STAKING TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA. 0+30.00 BEGIN ROADWORK 5096.924 9959.036 EXISTING

STA. 0+40.00 5086.942 9959.632 1003.06

STA. 0+43.43 PC 5083.518 9959.836 1002.95

STA. 0+50.00 5076.966 9960.323 1002.75

STA. 0+60.00 5067.029 9961.432 1002.44

STA. 0+64.31 CL CULVERT 5062.763 9962.045 1002.31

STA. 0+70.00 5057.150 9962.980 1002.13

STA. 0+80.00 5047.350 9964.966 1001.82

STA. 0+90.00 5037.648 9967.386 1001.57

STA. 1+00.00 5028.063 9970.234 1001.36

STA. 1+12.00 END ROADWORK 5016.742 9974.209 EXISTING

STA. 1+65.08 PT 4969.827 9998.774 NA

Attachment #5-12026120R0004

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SCALE IN FEET

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END PROJECT STA. 1+12.00 END ASPHALT SURFACING (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text BEGIN PROJECT STA. 0+30.00 BEGIN ASPHALT SURFACING. (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE ARCH 12'-0" SPAN x 6'-3" RISE x 74' 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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EXISTING EDGE OF TRAVELED WAY (TYP.)

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REMOVE AND DISPOSE OF EXISTING 6' X 59' LONGSTEEL MULTIPLATE PIPE CULVERT

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FINISHED GRADE ALONG ROADWAY

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE ARCH 12'-0" SPAN x 6'-3" RISE x 74' LONG

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EXISTING GROUND ALONG ROADWAY

AutoCAD SHX Text 50'

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CONSTRUCTION LIMITS (TYP.)

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SAWCUT EXISTING ASPHALT. SEE NOTE 8, THIS SHEET.

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STRUCTURAL BACKFILL LIMITS (TYP.)

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EXISTING SIGN, REMOVE AND RE-SET. PAID UNDER ITEM 20804.

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1. CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM ROADWAY EXCAVATION CONTRACTOR SHALL USE SUITABLE ON-SITE MATERIAL FROM ROADWAY EXCAVATION FOR ROADWAY EMBANKMENT CONSTRUCTION. THE MATERIAL SHALL BE APPROVED BY C.O. BEFORE PLACEMENT. COMPACT ROADWAY EMBANKMENT PER FSSS 204. THIS WORK IS PAID UNDER ITEM 20804. 2. QUANTITIES ARE PROVIDED FOR INFORMATION ONLY AND ARE IN-PLACE 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 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 GENERATED FROM CLEARING AND GRUBBING OPERATIONS SHALL BE ANY SLASH GENERATED FROM CLEARING AND GRUBBING OPERATIONS SHALL BE TEMPORARILY STOCKPILED ON-SITE. FOLLOWING COMPLETION OF THE CULVERT REPLACEMENT WORK, UTILIZE THE SLASH MATERIAL TO COVER DISTURBED GROUND AS DIRECTED BY THE CO. DISPOSE F EXCESS SLASH MATERIAL THAT IS NOT USED AS COVERING MATERIAL AT THE LAMAR WASTE SITE. PAYMENT FOR THIS WORK IS UNDER ITEM 20101. 6. MATERIALS MAY BE STOCKPILED SOUTHEAST OF THE EXISTING STRUCTURE IN THE MATERIALS MAY BE STOCKPILED SOUTHEAST OF THE EXISTING STRUCTURE IN THE GRAVEL TURNOUT AREA. NO MATERIALS OR EQUIPMENT MAY BE STORED BELOW THE ORDINARY HIGH WATER MARK OF THE CREEK. 7. SAWCUT, REMOVE, AND DISPOSE OF EXISTING ASPHALT FROM STA. 0+30.00 TO SAWCUT, REMOVE, AND DISPOSE OF EXISTING ASPHALT FROM STA. 0+30.00 TO STA. 1+12.00. THE EXISTING ASPHALT SHALL BE PROTECTED AGAINST ANY BREAKING, CRACKING, OR CHIPPING. PRIOR TO NEW ASPHALT PLACEMENT, A TACK COAT SHALL BE APPLIED TO THE SAWCUT. THIS WORK SHALL BE PAID UNDER ITEM 40301. 8. CONTRACTOR SHALL DISPOSE OF EXISTING ASPHALT OFF OF FOREST SERVICE CONTRACTOR SHALL DISPOSE OF EXISTING ASPHALT OFF OF FOREST SERVICE PROPERTY IN AN APPROVED LANDFILL IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES. ASPHALT SHALL NOT BE DISPOSED OF IN THE GOVERNMENT FURNISHED WASTE SITE.

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CP3

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CP2

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CP4 80'

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CP1

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EXISTING SIGNS (DO NOT DISTURB)

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SAWCUT EXISTING ASPHALT. SEE NOTE 8, THIS SHEET.

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REMOVE AND DISPOSE OF EXISTING 6' X 59'LONG STEEL MULTIPLATE PIPE CULVERT

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END PROJECT STA. 1+12.00 END ASPHALT SURFACING (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text R=150'

AutoCAD SHX Text R=240'

AutoCAD SHX Text R=40.5'

AutoCAD SHX Text 24'

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ASPHALT

AutoCAD SHX Text R25'

AutoCAD SHX Text R27'

AutoCAD SHX Text BEGIN PROJECT STA. 0+30.00 BEGIN ASPHALT SURFACING (MATCH EXISTING WIDTH & ELEV.)

NO MATERIALS OR EQUIPMENT MAY BE STORED IN THE HIGHWAY 21 TURNOUT ADJACENT TO WORK SITE.

PROFILE VIEW OF EDNA CREEK - STA. 51+60 TO STA. 53+40

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ROAD NO. 384

EDNA CREEK

HIGHWAY 21

TYPICAL CHANNEL SECTION

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STREAM CENTERLINE COORDINATE STAKING

TABLE

DESCRIPTION NORTHING EASTING ELEVATION

STA 52+00.00 BEGIN STREAMWORK 5,045.92 10,002.60 990.18

STA. 52+10.21 DS INV. @CL CULVERT, BTM

OF FTG ELEV. 5,049.09 9,993.73 987.58

STA. 52+84.17 PC, US. INV. @CL CULVERT,

BTM OF FTG ELEV. 5,078.39 9,925.83 990.08

STA. 52+92.41 PT 5,082.92 9,918.94 993.30

STA. 53+25.00 END STREAMWORK 5,105.20 9,895.21 994.40

Attachment #5-12026120R0004

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BEVEL CULVERT ENDS (TYP.) SEE DETAIL

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CLASS 3 RIPRAP (TYP.) SEE DETAIL

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SCALE IN FEET

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END CHANNEL WORK STA. 53+25.00 (MATCH EXISTING WIDTH & ELEV.)

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BEGIN CHANNEL WORK STA. 52+00.00 (MATCH EXISTING WIDTH & ELEV.)

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE ARCH 12'-0" SPAN x 6'-3" RISE x 74' LONG

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SURVEYED EDGE OF WATER (6/28/2017)

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REMOVE AND DISPOSE OF EXISTING 6' X 59' LONGCSP CULVERT.

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NEW CHANNEL THALWEG

AutoCAD SHX Text NEW STEEL STRUCTURAL PLATE ARCH 12'-0" SPAN x 6'-3" RISE x 74' LONG

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EXISTING CHANNEL BOTTOM ALONG THALWEG

AutoCAD SHX Text 1.5:1

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NOT TO SCALE

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PROFILE GRADE

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PLACED STREAMBED SIMULATION ROCK, BED CLASS 4

AutoCAD SHX Text 12"

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FINISHED GRADE ROADWAY

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NEW CHANNEL REGRADING (TYP.)

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9' BANKFULL

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9' BANKFULL

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CONSTRUCTION LIMITS (TYP.)

AutoCAD SHX Text LARGE BOULDERS (18"-MINUS) AND COBBLES PLACED RANDOMLY ALONG THE CHANNEL AS DIRECTED BY THE C.O.

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REMOVE AND DISPOSE OF EXISTING 6' X 59' LONGCSP CULVERT.

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NEW EDGE OF PAVED ROADWAY (TYP.)

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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 6. REGRADE AND SHAPE THE CHANNEL OUTSIDE THE . 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. 3. STREAMBED MATERIAL TO BE INSTALLED NON-UNIFORMLY. STREAMBED MATERIAL TO BE INSTALLED NON-UNIFORMLY. 4. LARGE BOULDERS (18"-MINUS) AND COBBLES THAT ARE ENCOUNTERED IN THE CHANNEL AND LARGE BOULDERS (18"-MINUS) AND COBBLES 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. PERFORM FINAL REHABILITATION TASKS AS DIRECTED BY THE CO. THESE TASKS MAY INCLUDE PERFORM FINAL REHABILITATION TASKS AS DIRECTED BY THE CO. THESE TASKS MAY INCLUDE TRANSPLANTING OF WILLOW CLUMPS OR SOIL MATS AND PLACING LARGE WOODY DEBRIS. WORK WILL BE PAID FOR UNDER PAY ITEM 62201. 8. TO OPTIMIZE TRANSPLANT SUCCESS, OVER-EXACAVATE A DIVOT FOR SOIL MAT OR OTHER RIPARIAN 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 TO 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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3.55% (EXISTING)

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3.02% (EXISTING)

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BOTTOM OF FTG. STA. 52+84.17 52+84.17 ELEV. = 990.08 = 990.08

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BOTTOM OF FTG. STA. 52+10.21 52+10.21 ELEV. = 987.58 = 987.58

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NEW EDGE OF GRAVEL SHOULDER (TYP.)

AutoCAD SHX Text 1.5:1

NOTE: CHANNEL EXCAVATION AND EMBANKMENT QUANTITIES ARE MEASURED TO THE TOP OF THE STREAMBED ELEVATION

PUMP

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DIVERSION DAM DETAIL

EDNA CREEK

ROAD NO. 384

STREAM DIVERSION PLAN

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Attachment #5-12026120R0004

AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\EdnaUpper\Drawings\Sheets\1-16188-Edna Cr AOP-Upper-05-Stream Diversion.dwg

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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

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

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SEDIMATS (SEE NOTE 5)

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

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PUMP EFFLUENT INTO SURROUNDING LANDSCAPE

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SCALE IN FEET

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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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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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NOTES:

MID-ORDINATE CHECK DETAIL

CULVERT SHAPE CHECK

TABLE

MEASUREMENT DESIGN

ALLOWED RANGE

MINIMUM MAXIMUM

MID-ORDINATE "M" 41

8" 4" 4 14"

*ALL MEASUREMENTS ARE TO THE INSIDE CREST OF

CORRUGATIONS.

CULVERT END TREATMENT TYPICAL SECTION - STEEL STRUCTURAL PLATE ARCH CULVERT

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STRUCTURE EXCAVATION NOTES:

STRUCTURAL BACKFILL:

AASHTO

T99, METHOD C

GEOCELL:

STREAMBED MATERIAL:

DEWATERING AND EROSION CONTROL:

Attachment #5-12026120R0004

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ROAD FILL SLOPE

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CLASS 3 RIPRAP

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TOP OF BANK

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NOT TO SCALE

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TOP OF FOOTING

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BEVEL AT END

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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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NOT TO SCALE

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TOP OF CULVERT

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CULVERT INVERT

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SCALE: 1" = 5'

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PROFILE GRADE AT CHANNEL

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AutoCAD SHX Text 18"

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6" DEEP LAYER GEOCELL (TYP.)

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EXISTING GROUND ALONG ROADWAY

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FINISH GRADE ALONG ROADWAY

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MAXIMUM ALLOWABLE SLOPE

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MINIMUM LIMITS OF STRUCTURE EXCAVATION

AutoCAD SHX Text LARGE BOULDERS (18"-MINUS) AND COBBLES PLACED RANDOMLY IN CHANNEL (PAID UNDER ITEM 64801)

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NOTE: ROADWAY STATIONS RUN FROM LEFT TO RIGHT

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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.

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 9'-0" STREAMBED SHALL BE INSTALLED NON-UNIFORMLY. BANKFULL WIDTH SHALL BE 9'-0" AND THE LOW FLOW CHANNEL SHALL BE 4'-6", 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 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. FOLLOW THE SPECIAL CONTRACT REQUIREMENTS FOR SOIL EROSION AND SEDIMENT CONTROL. 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. COMPLY WITH ALL OF THE MITIGATION REQUIREMENTS FOR AOPS LISTED IN THE SPECIAL COMPLY WITH ALL OF THE MITIGATION REQUIREMENTS FOR AOPS LISTED IN THE SPECIAL CONTRACT REQUIREMENTS. SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL WHICH DETAILS THE SPECIFIC EROSION CONTROL MEASURES TO BE TAKEN TO ASSURE COMPLIANCE WITH THOSE REQUIREMENTS AND PREVENTS RUNOFF AND SEDIMENT FROM ENTERING INTO LIVE STREAMS.

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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 STEMWALL POSITIONING DETAIL

FOOTING DETAIL

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Attachment #5-12026120R0004

AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\EdnaUpper\Drawings\Sheets\1-16188-Edna Cr AOP-Upper-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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NOT TO SCALE

AutoCAD SHX Text D

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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

AutoCAD SHX Text (2)-L 3" X 3" X " X 0'-10"516" X 0'-10"

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FACE OF FOOTING

AutoCAD SHX Text (2)-L 3" X 3" X " X 0'-10"516" X 0'-10"

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AutoCAD SHX Text 6"

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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.)

AutoCAD SHX Text

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.

AutoCAD SHX Text

" 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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NOT TO SCALE

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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. 7 SECTIONS OF OF APPROXIMATELY EQUAL LENGTH PER FOOTING.

AutoCAD SHX Text 6"

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.

AutoCAD SHX Text

SCALE: 1" = 1'-0"

AutoCAD SHX Text B

AutoCAD SHX Text

FILL KEYWAY WITH NON-SHRINK GROUT (BOTH SIDES)

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NOT TO SCALE

AutoCAD SHX Text C

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SCALE: 1/2" = 1'-0"

AutoCAD SHX Text A

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

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#4 X 2'-8" @ 12" 2'-8" @ 12" @ 12" O.C. TOP & BOT.

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(3) #4 X CONT. @ EQUAL SPACING EACH SIDE

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#4 HOOK BARS @ 12" O.C.

AutoCAD SHX Text 12"

AutoCAD SHX Text

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

AutoCAD SHX Text

CLASS 1 GEOTEXTILE

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

AutoCAD SHX Text

GROUT CHANNEL SEE DETAIL

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text 4'-3"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4'-1"

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STREAM FACE

FILL FACE

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WINDROW DIMENSIONS

TYPICAL INSTALLATION

SLASH FILTER WINDROW DETAIL

SLASH FILTER WINDROW NOTES:

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Attachment #5-12026120R0004

AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\EdnaUpper\Drawings\Sheets\1-16188-Edna Cr AOP-Upper-08-Erosion Control Details.dwg

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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 TO SCALE

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NOT APPLICABLE TO CONTRACT

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Attachment #5-12026120R0004

AutoCAD SHX Text 9.49'

AutoCAD SHX Text 14.51'

AutoCAD SHX Text 14.1'

AutoCAD SHX Text 17.32'

AutoCAD SHX Text 16.51'

AutoCAD SHX Text 8.9'

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4.29' GRAVEL

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4.29' GRAVEL

AutoCAD SHX Text 8.87'

AutoCAD SHX Text 1.13'

AutoCAD SHX Text 15.01'

AutoCAD SHX Text 20.24'

AutoCAD SHX Text 23.24'

AutoCAD SHX Text 10.44'

AutoCAD SHX Text 14'

AutoCAD SHX Text

MATCH EXISTING ELEVATION & WIDTH

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MATCH EXISTING ELEVATION & WIDTH

AutoCAD SHX Text 26.42'

AutoCAD SHX Text C:\Users\ghoush\Desktop\Road384AOPs012120\EdnaUpper\Drawings\Sheets\1-16188-Edna Cr AOP-Upper-09-XCS-1.dwg

AutoCAD SHX Text

NEW STEEL STRUCTURAL PLATE ARCH 12'-0" SPAN X 6'-3" RISE X 74' LONG

CULVERT ALONG SKEW

Sheets and Views

1-16188-Edna Cr AOP-Upper-05-Stream Diversion-SD

1-16188-Edna Cr AOP-Upper-07-Footing Details-Details

1-16188-Edna Cr AOP-Upper-08-Erosion Control Details-Details

1-16188-Edna Cr AOP-Upper-09-XCS-1-XCS-1

01GH_1-16188-Edna Cr AOP-Upper-01-Cover-1-16188-Edna Cr AOP-Upper-1-Cover.pdf

Sheets and Views

1-16188-Edna Cr AOP-Upper-1-Cover

02GHEdna Cr AOP-Upper-02-Quantities.pdf

Sheets and Views

Quantities

03GH_EdnaCrAOP-Upper-03-Road PP.pdf

Sheets and Views

04GH_EdnaCrAOP-Upper-04-Stream.pdf

Sheets and Views

06GH_StreamSimEdit-Edna Cr AOP-Upper-06.pdf

Sheets and Views

Details

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