A22_Drawings_W912EE23B0013.pdf

PDF 3 MB Posted Jul 25, 2023

Attached to: Clark and Hot Springs County, Arkansas, FY23 Joint Sealant Replacement at DeGray Lake, OMRR&R, Ouachita River Basin, DeGray Lake
Solicitation number: W912EE23B0013
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 20, 2023

This set of construction drawings and related documents outline a federal contract opportunity for joint sealant replacement on drainage ditches at DeGray Lake in Arkansas. The solicitation is being conducted by the Department of the Army Corps of Engineers Vicksburg District under number W912EE23B0013. The work involves replacing joint sealant in concrete ditches within the project right of way at two locations near DeGray Lake: along Small Dike Road for approximately 3,587 linear feet of ditches, and along Highway 7 for approximately 2,689 linear feet of ditches. The drawings provide plans, sections and details of the ditch locations and sealant replacement work. The pre-bid documents establish the scope, specifications and requirements for the sealing project to be completed by the specified response date.

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File	Type	Posted
B01_Official_Abstract_W912EE23B0013.pdf	PDF	Aug 28, 2023
A22_Solicitation_W912EE23B0013.pdf	PDF	Jul 25, 2023

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G-001

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US Army Corps of Engineers

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

XXXXXX-XX-X-XXXX

JUNE 2023

W912EE-23-B-0013

CLARK AND HOT SPRINGS COUNTY, ARKANSAS

FY23 JOINT SEALANT REPLACEMENT AT DEGRAY LAKE

OMRR&R, OUACHITA RIVER BASIN

DEGRAY LAKE

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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MILES

PROJECT LOCATION MAP

PROJECT LOCATION

INDEX TO DRAWINGS

Sheet Number Sheet Title

G-001 COVER SHEET

G-002 PROJECT LOCATION AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 AERIAL PHOTOGRAPH

G-403 AERIAL PHOTOGRAPH

G-404 GENERAL SITE LOCATION MAP - SMALL DIKE RD.

G-405 GENERAL SITE LOCATION MAP - HWY7

C-101 SMALL DIKE RD - TOE DITCHES

C-102 HWY 7 - TOE DITCHES

C-501 DITCH DETAILS

C-502 DITCH DETAILS (OW-1)

C-503 TYPICAL PROFILE AND SECTION OF OUTLET DITCH(OW-2)

C-504 STORM WATER POLLUTION PREVENTION

PROJECT LOCATION

SMALL DIKE RD.:

34°15'18.23N 93°07'42.46W

HWY 7:

34°14'51.55"N 93° 06'46.34W

DEGRAY LAKE

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Feet 0 15000 30000

GENERAL SITE LOCATION MAP

SCALE 1" = 15,000'

DEGRAY LAKE

SMALL DIKE RD.

HWY 7

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AERIAL PHOTOGRAPH

SCALE 1" = 5,000'

Feet 0 5000 10000

R /W

R/W R/W

R/W

R/W R/W

SMALL DIKE RD.

HWY 7

DEGRAY LAKE

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AERIAL PHOTOGRAPH

SCALE 1" = 600'

0 600 1200

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W

R/W R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/W

R/ W

30' ROW

30' ROW SMALL DIKE RD.

60' ROW

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GENERAL SITE LOCATION MAP - SMALL DIKE RD

SCALE 1" = 125'

0 125 250

R/W

R/W R/W

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R/W

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HWY 7

C/L OF DITCH

R/W

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30' ROW

TYPICAL SECTION A

APPROX. LENGTH 300'

HWY 7

C/L OF DITCH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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GENERAL SITE LOCATION MAP - HWY 7

SCALE 1" = 150'

0 150 300

R/W

R/W R/W

R/W

R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W

R/W

R/W R/W

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R/W

R/W R/W

R/W R/W R/W R/W R/W R/W R/W

R/WR/WR/WR/WR/WR/WR/W

R/ W

30' ROW

DITCH LENGTH APROX. 694'

DITCH LENGTH APROX. 985'

DITCH LENGTH APROX. 918'

DITCH START

DITCH START DITCH START

DITCH END

FLAT BOTTOMED DITCH

DO NOT DISTURB

START OF RIPRAP LINED DITCH

AT STA 0+00 (OW-2)

SEE SHEET C-503

END OF RIPRAP LINED DITCH

AT STA. 5+52.14 (OW-2)

SEE SHEET C-503 FOR DETAILS

EXISTING CULVERT

DO NOT DISTURB

EXISTING CULVERT

DO NOT DISTURB

EXISTING CULVERT

DO NOT DISTURB

APPROX. TOP BANK APPROX. TOP BANK

APPROX. CHANNEL TOEAPPROX. CHANNEL TOE

C-101

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SMALL DIKE RD - TOE DITCHES

SCALE 1" = 125'

GENERAL NOTE:

1. RIGHT OF WAY EXTENDS 15' IN BOTH DIRECTIONS FROM CENTER OF

DITCH OR TO EDGE OF ROADWAY EXCEPT WHERE NOTED.

2. REPLACE JOINT SEALANT IN ALL DITCHES WITHIN THE ROW.

3. JOINT SPACING IS APPROXIMATELY EVERY 20 FEET.

4. ALL DITCHES USE "TYPICAL SECTION B" UNLESS NOTED.

0 125 250

R/W

R/W R/W

R/W

R/W R/W

R/W

R/W R/W

R/W

R /W R

R /W

C H

30' ROW

DITCH LENGTH APROX. 1587'

DITCH LENGTH APROX. 2272'

R/W

R/W R/W

R/W

R/W R/W

R/W

R/ W

R/W

R/W R/W

R/WR/W

R/W

R/W R/W

R/WR/W

R/W

C H

30' ROW

DITCH REPLACEMENT

(OPTIONAL WORK)

SEE SHEET C-502

DITCH LENGTH APROX. 1001'

DITCH LENGTH APROX. 350'

DITCH LENGTH APROX. 249'

DITCH LENGTH APROX. 975'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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HWY 7 - TOE DITCHS

SCALE 1" = 150'

GENERAL NOTE:

1. RIGHT OF WAY EXTENDS 15' IN BOTH DIRECTIONS FROM CENTER OF

DITCH OR TO EDGE OF ROADWAY.

2. REPLACE JOINT SEALANT IN ALL DITCHES WITHIN THE ROW.

3. JOINT SPACING IS APPROXIMATELY EVERY 20 FEET.

4. ALL DITCHES USE "TYPICAL SECTION B" UNLESS NOTED.

0 150 300

WIRE FABRIC REINFORCEMENT

5.00'

INDUCED CRACK

REPLACE

BACKER ROD

REPLACE

SEALANT COMPOUND

APPROXIMATELY 3/4"

N N

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GENERAL NOTE:

1. DITCH WIDTHS MAY VARY.

2. JOINT SPACING IS APPROXIMATELY EVERY 20 FEET.

3. CONTRACTOR SHALL VERIFY JOINT WIDTHS

4. DEPTHS OF SEALANT SHALL BE INSTALLED PER THE MANUFACTURES

RECOMMENDATION.

5. REMOVE VEGETATION WITHIN THE DITCH.

TYPICAL OF LARGE CONCRETE V-DITCH

SCALE: NTS

TYPICAL JOINT DETAIL

SCALE: NTS

4" 4.00'

WIRE FABRIC REINFORCEMENT

610 CRUSHED STONE

ENGINEERING FABRIC

ANCHOR TRENCH

SEE DETAIL ON C-502

MATCH SLOPE TO EXISTING

1V:1H

1' TYP

REQUIRED EXCAVATION (TYP)

WIRE FABRIC REINFORCEMENT

610 CRUSHED STONE

ENGINEERING FABRIC

ANCHOR TRENCH

SEE DETAIL ON C-502

MATCH SLOPE TO EXISTING GROUND

1' TYP

1V:1H

REQUIRED EXCAVATION (TYP)

WIRE FABRIC REINFORCEMENT

610 CRUSHED STONE

ENGINEERING FABRIC

ANCHOR TRENCH

SEE DETAIL ON C-502

MATCH SLOPE TO EXISTING

1V:1H

1' TYP

REQUIRED EXCAVATION (TYP)

1' #4 REBAR @ 12" O.C.

CENTERED IN SLAB1

WIRE FABRIC REINFORCEMENT

610 CRUSHED STONE

ENGINEERING FABRIC

JOINT SEALANT MATERIAL,

SEE SPECIFICATIONS

EXPANSION JOINT MATERIAL,

SEE SPECIFICATIONS

15'

10'

EXISTING STILLING BASIN

DO NOT DISTURB

C C-

B C-

END OF 15' TYPICAL SECTIONS

CONCRETE KEY

20'

15'

'3.

20'

B C-

C -5

D C-501

KEY TO BE PLACED AT MID POINT OF EACH SEGMENT

TYPICAL DITCH SECTION

16 TOTAL SECTIONS

START OF 15' TYPICAL SECTIONS

MATCH EXISTING GRADE

MATCH EXISTING GRADE9"

CONCRETE KEY

WIRE FABRIC REINFORCEMENT

610 CRUSHED STONE

ENGINEERING FABRIC

SAWCUT JOINT 38"X1" DEPTH AND

FILL WITH JOINT SEALANT MATERIAL,

SEE SPECIFICATIONS

INDUCED CRACKED

R 3"

2' 6"

#4 REBAR @ 12" O.C.

CENTERED IN SLAB

WIRE FABRIC REINFORCEMENT

SCALE: NTS

ANCHOR TRENCH DETAIL

6" (MIN.)OVERLAP

NOTE:

1. ANCHOR TRENCHES CAN BE USED AROUND THE PERIMETER OF THE

ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.

ANCHOR TRENCH BACKFILL

ENGINEERING

FABRIC

N N

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D R

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SHEET ID

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US Army Corps of Engineers

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GENERAL NOTE:

1. DITCH WIDTHS MAY VARY.

2. JOINT SPACING IS EVERY 15 FEET.

3. WELDED WIRE FABRIC WILL BE

WWF 6X6 W11XW11

TYPICAL SECTION C

SCALE: NTS

TYPICAL SECTION B

SCALE: NTS

TYPICAL SECTION A

SCALE: NTS

TYPICAL EXPANSION JOINT

SCALE: NTS

TYPICAL CONCRETE KEY

SCALE: NTS

SECTION D PLAN

SCALE: NTS

SECTION D PROFILE

SCALE: NTS

SECTION E PLAN

SCALE: NTS

TYPICAL CONTRACTION JOINT

SCALE: NTS

N F

ELEVATIO

FT.

START ELEVATION

374.00

END ELEVATION

372.00

EXISTING PROFILE

PROPOSED PROFILE

VARIES

2.5H:1V 2.5H:1V

VARIES

TOP BANK TOP BANK

18" R-90 RIPRAP

8.00'

8.00'8.00'ENGINEERING FABRIC

SEE GENERAL NOTES

SCALE: NONE

ANCHOR TRENCH DETAIL

12" (MIN.)OVERLAP

12"

NOTE:

1. ANCHOR TRENCHES CAN BE USED AROUND THE PERIMETER OF THE

ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.

ENGINEERING FABRIC

ANCHOR TRENCH BACKFILL

12"

C-503

N A

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CENTERLINE PROFILE OF

OUTLET DITCH

Feet 0 20 40

SCALE: 1"=20'

TYPICAL SECTION OF

OUTLET DITCH

STA 0+00 TO 5+52.14

SCALE: NONE

GENERAL NOTES:

1. SILT FENCES SHOULD BE CONSTRUCTED ON THE EDGE OF THE

ROW LIMITS.

2. RIPRAP SHOULD BE PLACED AROUND EXISTING CULVERTS AS

TO NOT IMPEDE FLOW.

3. ENGINEERING FABRIC CAN BE PLACED AS SHOWN OR USING AN

ANCHOR TRENCH.

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SILT SCREEN FENCE IN DRAINAGE

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

STEEL OR WOOD POST

(5' MIN. LENGTH)

FILTER FABRIC

ATTACH SECURELY TO UPSTREAM SIDE OF POST

(SILT FENCE 16" MIN. ABOVE GROUND AND 34"

MAX. ABOVE GROUND)

9" (MAX. RECOMMENDED)

STORAGE HEIGHT

3' (M

2' (M

4" X 4" TRENCH

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

AND BACKFILL WITH COMPACTED MATERIAL

RUNOFF

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

STEEL OR WOOD POST

10' MAX. SPACING WITH

WOVEN WIRE SUPPORT

FENCE 6' MAX. SPACING

WITHOUT WIRE

SUPPORT FENCE

FLOW

SEEDED THEN COMPACTED SOIL

2' (MIN.)

6' (MIN.)

FLOW

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NONE

CONSTRUCTION ENTRANCE AND EXIT DETAIL

HARD SURFACE PUBLIC ROAD

COARSE AGGREGATE

50' (MIN.) LENGTH

AS REQUIRED WIDTH

6" (M

GENERAL NOTES:

1. INSPECT AND REPAIR BMP(S) AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE

PERMANENTLY STABILIZED.

3. SILT SCREEN FENCE, AND HAY WATTLES SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

4. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES.

THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL

REQUIREMENTS.

5. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED WHEN

NO LONGER NEEDED.

6. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.

7. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.

8. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING AROUND THE WATER'S EDGE.

9. BMP SHALL BE UTILIZED PER THE MDEQ REQUIREMENTS TO PREVENT SEDIMENT RUNOFF. ANY MATERIAL THAT ENTERS THE TOE

DITCH, REGARDLESS OF SOURCE, SHALL BE REMOVED.

10. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR

EROSION CONTROL PLAN APPROVED BY THE CONTRACTING OFFICER.

11. CONTRACTOR SHOULD UTILIZE HAY WATTLES ALONG THE LENGTH OF THE TOE DITCH TO TRAP SEDIMENT FROM PROJECT AREA RUNOFF. HAY WATTLES SHALL BE SPACED SO THAT SUSPENDED SEDIMENT IS REMOVED FROM RUNOFF BEFORE LEAVING THE TOE DITCH

INTO LATERAL DRAINAGE DITCHES.

(1 2"

O R

FLOW

WATTLE (12" OR 24") TO BE

PLACED IN "U" SHAPE

WOOD STAKE AT TOE OF

SLOPE, BOTH SIDES

FLOW

SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

EXISTING GROUND

WATTLE

DITCH BOTTOMDITCH CHECK PLAN

DITCH ELEVATION

SEE DITCH ELEVATION

FOR HEIGHT OF WATTLE ENDS

WOOD STAKE

(DO NOT ANCHOR THROUGH NETTING)

LASH STAKES TOGETHER WITH

EITHER BALING TWINE OR

ALUMINUM WIRE

45°

POST

POINT Y (BOTTOM OF FENCE)

POST

C H

B O

PLAN VIEW

FABRIC

POINT X (TOP OF FENCE)

POST AT TOE OF SLOPE (EACH SIDE)

SILT FENCE DITCH CHECK SELECTION GUIDELINES

MAX. STRENGTH/RET. VOL.

@ 45°

SILT FENCE DITCH CHECKS ARE USED WHERE IT HAS BEEN DETERMINED

THAT HAY BALE CHECKS ARE INADEQUATE. SILT FENCE DITCH CHECKS

ARE USED TO INTERCEPT LOW VOLUME FLOWS IN LOW TO MODERATE

GRADIENT DITCHES.

BOTTOM OF FENCE EL. AT Y = TOP OF FENCE EL. AT X

FLOW

NOTES:

1. ANCHOR AND INSTALL PER DETAILS FOR SILT FENCE SPACING GUIDELINES ON ECD-4

2. A "W" SHAPE MAY BE USED FOR WIDER DITCHES.

SCALE: NONE

R M

O N

P R

C-504

AutoCAD SHX Text

POST

AutoCAD SHX Text

FABRIC

Sheets and Views

G-401 GENERAL SITE LOCATION MAP

Sheet 1

G-402 AERIAL PHOTOGRAPH

Sheet 1

G-403 AERIAL PHOTOGRAPH

Sheet 1

G-404 GENERAL SITE LOCATION MAP - SMALL DIKE RD.

Sheet 1

G-405 GENERAL SITE LOCATION MAP - HWY7

Sheet 1

C-101 SMALL DIKE RD - TOE DITCHES

Sheet 1

C-102 HWY 7 - TOE DITCHES

Sheet 1

C-501 DITCH DETAILS

C-502 DITCH DETAILS (OW-1)

C-503 TYPICAL PROFILE AND SECTION OF OUTLET DITCH(OW-2)

Sheet 1

C-504 STORM WATER POLLUTION PREVENTION

G-001.pdf

Sheets and Views

G-001 COVER SHEET

Sheet 1

G-002.pdf

Sheets and Views

G-002 PROJECT LOCATION AND INDEX TO DRAWINGS

Sheet 1

File details come from the government source that posted it. Updated Jul 25, 2023.