A02_Drawings_W912EE23B0012.pdf

PDF 4 MB Posted Jul 6, 2023

Attached to: YALOBUSHA COUNTY, MS ENID LAKE DROP INLETS REPLACEMENT FC/MR&T, YAZOO RIVER BASIN, YOCONA RIVER ENID LAKE
Solicitation number: W912EE23B0012
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation package includes engineering drawings and specifications for replacing drainage drop inlets located along County Road 35 near Enid Lake in Yalobusha County, Mississippi. The U.S. Army Corps of Engineers Vicksburg District is soliciting offers to remove and replace approximately 15 drainage drop inlets and connecting pipes that have deteriorated. Offerors will install new precast concrete drop inlets and 15-inch concrete pipes following standard trenching details. Erosion control measures must be implemented during construction. The work must be completed by December 2023.

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B01_Official_Bid_Abstract_W912EE23B0012.pdf	PDF	Aug 15, 2023
B01_Official_Bid_Abstract_W912EE23B0012.pdf	PDF	Aug 10, 2023
A22_Amendment_0001.pdf	PDF	Aug 2, 2023
A02_Solicitation_W912EE23B0012.pdf	PDF	Jul 6, 2023

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US Army Corps of Engineers

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NISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

XXXXXX-XX-X-XXXX

W912EE23-B-0012

YALOBUSHA COUNTY, MS

ENID LAKE DROP INLETS REPLACEMENT

FC/MR&T, YAZOO RIVER BASIN, YOCONA RIVER

ENID LAKE

JUNE 2023

C O

S H

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division G-001

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PROJECT LOCATION MAP

SCALE: 1"=20 MILES

40 MILES0 20 MILES

PROJECT LOCATION

INDEX TO DRAWINGS

DWG. NO. TITLE

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 AERIAL PHOTOGRAPH

G-403 AERIAL PHOTOGRAPH

C-101 SITE PLAN

C-201 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-202 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-203 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-204 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-501 TYPICAL DETAILS

C-502 STORM WATER POLLUTION PREVENTION PLAN

X-201 ENID LAKE HYDROGRAPH

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AutoCAD SHX Text Pearl

AutoCAD SHX Text West

AutoCAD SHX Text River

AutoCAD SHX Text Pearl

AutoCAD SHX Text River

AutoCAD SHX Text Tunica Lake

AutoCAD SHX Text Lake Chicot

AutoCAD SHX Text Lake Providence

AutoCAD SHX Text Cocodrie Pumping Plant

AutoCAD SHX Text Flood Wall

AutoCAD SHX Text Eagle Lake

AutoCAD SHX Text Lake Mary

AutoCAD SHX Text Lake Iatt

AutoCAD SHX Text Saline Lake

AutoCAD SHX Text Clear Lake

AutoCAD SHX Text Lake Bistineau

AutoCAD SHX Text D'Arbonne Lake

AutoCAD SHX Text Lake Claiborne

AutoCAD SHX Text Badcau Lake

AutoCAD SHX Text Cypress Bayou Reservoir

AutoCAD SHX Text Cross Lake

AutoCAD SHX Text Corney Lake

AutoCAD SHX Text Lake Erling

AutoCAD SHX Text Black Bayou Lake

AutoCAD SHX Text Black Lake

AutoCAD SHX Text L O U I S I A N A

AutoCAD SHX Text Bayou

AutoCAD SHX Text Sara

AutoCAD SHX Text Thompson

AutoCAD SHX Text Cr

AutoCAD SHX Text River

AutoCAD SHX Text Amite

AutoCAD SHX Text Wallace

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rigolette

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 33.3__

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 210.5

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 50.2_

AutoCAD SHX Text 0.0____

AutoCAD SHX Text 33.4_

AutoCAD SHX Text 0.0

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 11.3____

AutoCAD SHX Text 0.0_

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rapides

AutoCAD SHX Text 35.0____

AutoCAD SHX Text 4.8____

AutoCAD SHX Text White

AutoCAD SHX Text River

AutoCAD SHX Text David

AutoCAD SHX Text Burrell

AutoCAD SHX Text Bayou

AutoCAD SHX Text 23.2__

AutoCAD SHX Text Old

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bobo

AutoCAD SHX Text 14.9__

AutoCAD SHX Text R

AutoCAD SHX Text Tallahatchie

AutoCAD SHX Text Little

AutoCAD SHX Text Deep

AutoCAD SHX Text B

AutoCAD SHX Text Tucker

AutoCAD SHX Text B

AutoCAD SHX Text 32.50

AutoCAD SHX Text Bayou

AutoCAD SHX Text 35.0____

AutoCAD SHX Text Bayou

AutoCAD SHX Text Meto

AutoCAD SHX Text Big

AutoCAD SHX Text Meto

AutoCAD SHX Text Bayou

PROJECT LOCATION

LAT: 34°09'03.42" N

LONG: 89°54'22.85" W

G-401

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

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T R

A C

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

0 4 8

MILES

GENERAL SITE LOCATION MAP

G-402

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

0 4000 8000

FEET

AERIAL PHOTOGRAPH

DROP INLETS

G-403

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

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T R

A C

O U

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

0 800 1600

FEET

AERIAL PHOTOGRAPH

COUNTY ROAD 35ST

ENID DAM ROAD

ROW LIMITS

SEE NOTES

EDGE OF EXISTING PAVEMENT

DO NOT DISTURB

TO BE REPLACED

SEE SHEET C-201

EXISTING DITCH

DO NOT DISTURB

EXISTING DITCH

DO NOT DISTURB

EXISTING DITCH

DO NOT DISTURB

UPPER INLET (TYP.)

LOWER INLET (TYP.)

TO BE REPLACED

SEE SHEET C-202

TO BE REPLACED

SEE SHEET C-202

TO BE REPLACED

SEE SHEET C-202

TO BE REPLACED

SEE SHEET C-203

CATCH BASIN IN CONCRETE DITCH

DO NOT DISTURB

DO NOT REPLACE

SEE SHEET C-201 FOR DETAILS

TO BE REPLACED

SEE SHEET C-202

DO NOT DISTURB

DO NOT REPLACE

SEE SHEET C-203 FOR DETAIL

TO BE REPLACED

SEE SHEET C-204

IR 80+00

N= 1688215.32 E= 2425411.27

EL.= 293.55

IR 40+00

N= 1692180.22 E= 2425934.11

EL.= 292.16

TO BE REPLACED

SEE SHEET C-202

TO BE REPLACED

SEE SHEET C-203

LAYDOWN AREA

C-101

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

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T R

A C

O U

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

0 250 500

FEET

SITE PLAN

NOTES:

1. ROW EXTENDS 20' FROM CENTERLINE OF THE DROP INLET AND PIPE TO

BE REPLACED AND EXTENDS TO COUNTY ROAD 35.

2. DAM STATIONING SHOWN IS APPROXIMATE.

3. ALL DAMAGES CAUSED BY CONSTRUCTION OF PROJECT TO ROADS AT

THE PROJECT WILL BE REPAIRED TO OR BETTER THAN EXISTING

CONDITION WHEN PROJECT STARTED. THIS INCLUDES THE STONE ROAD

ALONG THE WEST SIDE OF TOE DITCH.

4. A LICENSED SURVEYOR SHOULD VERIFY IR INFORMATION.

5. DO NOT DISTURB THE YELLOW CONCRETE MANHOLES, RELIEF WELLS,

AND PIEZOMETERS ALONG THE SIDE OF THE TOE DITCH.

6. CONTRACTOR SHALL VERIFY ANY UTILITIES PRIOR TO CONSTRUCTION.

7. ALL DISTURBED AREAS SHALL RECEIVE SOD.

REFERENCES:

1. FOR TYPICAL PROFILE OF DRAINAGE SEE SHEETS C-201 - C-204.

2. FOR TYPICAL DETAILS, SEE SHEET C-501

3. FOR STORM WATER POLLUTION PREVENTION PLAN - TYPICAL DETAILS,

SEE SHEET C-502.

UPPER BERM

LOWER BERM

ELEVATION A

ELEVATION B

ELEVATION C

ELEVATION D

ELEVATION E

NEW UPPER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW LOWER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW 15" SLOPE DRAIN PIPE

EXISTING DROP INLET IN

PAVED TOE DRAINAGE DITCH

(DO NOT DISTURB)

NEW PIPE COLLAR

EXISTING 15" PIPE

(TIE NEW PIPE INTO THIS PIPE)

C/L ENID DAM

1V:2.5H

LENGTH A

LENGTH B

75' 3 VARIES

10' (MIN.)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

SCALE: NTS

TYPICAL PROFILE A

GENERAL NOTES:

1. THE EXISTING DRAINAGE SYSTEM CONSISTS OF THE DRAIN INLET(S) AND CONNECTING PIPE(S) AT EACH NOTED STATION. NO MORE THAN TWO DRAINAGE SYSTEMS, NOT ADJACENT, CAN BE REPLACED AT ONE TIME. EXCAVATED TRENCH WIDTH SHALL BE LIMITED TO THAT INDICATED OR NECESSARY FOR INSTALLATION OF NEW WORK.

CONTRACTOR SHALL COMPLETE BACKFILL OPERATION PRIOR TO TRANSITIONING TO THE NEXT EXISTING

DRAINAGE SYSTEM.

2. PIPE SHALL BE PLACED IN THE MAXIMUM LENGTHS AVAILABLE TO ENSURE AS FEW JOINTS AS POSSIBLE.

3. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIALS FROM THE SITE AND DISPOSE IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

4. SILT FENCES SHALL BE CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS TO PROVIDE PROTECTION AT ANY STOCKPILE LOCATIONS OR AREAS OF CONSTRUCTION DISTURBANCES.

SEE SPECIFICATIONS SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS, SEE SHEET C-502.

6. PIPE LENGTH SHOULD BE VERIFIED IN THE FIELD. THE NEW CONCRETE PIPE IS INTENDED TO TIE INTO NEWLY

INSTALLED CONCRETE PIPE THAT IS TIED INTO THE HEADWALL.

7. THE SOIL IS HIGHLY ERODIBLE. THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL WATER AS NECESSARY.

THE CONTRACTOR SHALL PREVENT CONCENTRATED RUNOFF FROM FLOWING DOWN THE EXCAVATED TRENCH.

TEMPORARY BERMS WILL BE REQUIRED ON THE SIDES OF EACH DROP INLET DURING REPLACEMENT. THESE BERMS WILL FORCE THE RAINFALL RUNOFF FROM THE SLOPES TO THE ADJACENT DROP INLET OR FORCE THE WATER TO FLOW UNIFORMLY OVER THE TOP OF THE GRASSED BERMS, BACKFILL SHALL COMMENCE AS SOON AS POSSIBLE. THE SLOPE SHALL BE BROUGHT TO GRADE AND SOD PLACED ON ALL DISTURBED AREAS.

8. THE CONTRACTOR SHALL CAMERA INSPECT EACH DRAIN LINE AFTER COMPLETION OF CONSTRUCTION ON THAT LINE TO DEMONSTRATE THAT NO CONSTRUCTION DEBRIS, TRASH, OR OTHER SIMILAR TYPE MATERIAL REMAINS IN

THE DRAIN LINE.

9. AREA AROUND INLETS SHALL BE SLOPED TO DRAIN

10. EXISTING PIPE SIZE MAY VARY

NOTES:

1. STATIONING SHOWN IS APPROXIMATE.

2. THE CONTRACTOR WILL CONSTRUCT TO THE ELEVATION SHOWN.

3. ALL ELEVATION DIMENSIONS ARE IN FEET

TABLE A

STATION OF

DRAINAGE

UPPER BERM INLET LOWER BERM INLET

ELEVATION A

(TOP)

ELEVATION B

(PIPE INVERT)

LENGTH OF

PIPE A

(APPROX.)

ELEVATION C

(PIPE INVERT)

ELEVATION D

(TOP)

ELEVATION E

(PIPE INVERT)

LENGTH OF

PIPE B

(APPROX.)

12+70 266.8 263.8 89 236.0 239.5 235.3 220

P R

F D

C-201Reference system definition - LatLong

ELEVATION A

ELEVATION B

ELEVATION C

ELEVATION D

ELEVATION E

NEW UPPER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW LOWER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW 15" SLOPE DRAIN PIPE

EXISTING PAVED TOE DRAINAGE DITCH

(DO NOT DISTURB)

10' (MIN.)

NEW PIPE COLLAR

EXISTING 15" PIPE

(TIE NEW PIPE INTO THIS PIPE)

C/L ENID DAM

1V:2.5H

LENGTH A

LENGTH B

75' 3 VARIES

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

NOTES:

1. STATIONING SHOWN IS APPROXIMATE.

2. THE CONTRACTOR WILL CONSTRUCT TO THE ELEVATION SHOWN.

3. ALL ELEVATION DIMENSIONS ARE IN FEET

SCALE: NTS

TYPICAL PROFILE B

GENERAL NOTES:

CONTRACTOR SHALL COMPLETE BACKFILL OPERATION PRIOR TO TRANSITIONING TO THE NEXT EXISTING

DRAINAGE SYSTEM.

2. PIPE SHALL BE PLACED IN THE MAXIMUM LENGTHS AVAILABLE TO ENSURE AS FEW JOINTS AS POSSIBLE.

3. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIALS FROM THE SITE AND DISPOSE IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

4. SILT FENCES SHALL BE CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS TO PROVIDE PROTECTION AT ANY STOCKPILE LOCATIONS OR AREAS OF CONSTRUCTION DISTURBANCES.

SEE SPECIFICATIONS SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS, SEE SHEET C-502.

6. PIPE LENGTH SHOULD BE VERIFIED IN THE FIELD. THE NEW CONCRETE PIPE IS INTENDED TO TIE INTO NEWLY

INSTALLED CONCRETE PIPE THAT IS TIED INTO THE HEADWALL.

7. THE SOIL IS HIGHLY ERODIBLE. THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL WATER AS NECESSARY.

THE CONTRACTOR SHALL PREVENT CONCENTRATED RUNOFF FROM FLOWING DOWN THE EXCAVATED TRENCH.

8. THE CONTRACTOR SHALL CAMERA INSPECT EACH DRAIN LINE AFTER COMPLETION OF CONSTRUCTION ON THAT LINE TO DEMONSTRATE THAT NO CONSTRUCTION DEBRIS, TRASH, OR OTHER SIMILAR TYPE MATERIAL REMAINS IN

THE DRAIN LINE.

9. AREA AROUND INLETS SHALL BE SLOPED TO DRAIN.

10. EXISTING PIPE SIZE MAY VARY

TABLE B

STATION OF

DRAINAGE

UPPER BERM INLET LOWER BERM INLET

ELEVATION A

(TOP)

ELEVATION B

(PIPE INVERT)

LENGTH OF

PIPE A

(APPROX.)

ELEVATION C

(PIPE INVERT)

ELEVATION D

(TOP)

ELEVATION E

(PIPE INVERT)

LENGTH OF

PIPE B

(APPROX.)

16+70 266.3 263.3 76 235.6 239.6 235.0 80

28+70 266.3 263.3 78 235.5 239.5 234.9 95

32+70 266.3 263.3 77 235.6 239.6 235.0 95

36+70 266.1 263.1 76 235.5 239.5 234.9 94

40+70 266.0 263.0 77 235.1 239.1 234.5 95

44+70 266.1 263.1 77 235.4 239.4 234.8 95

48+70 265.8 262.8 77 235.5 239.5 234.9 91

52+70 265.9 262.9 77 235.6 239.6 235.0 91

56+70 266.2 263.2 75 235.6 239.6 235.0 83

60+70 265.9 262.9 76 235.3 239.3 234.7 79

64+70 266.2 263.2 76 235.6 239.6 235.0 72

68+70 266.0 263.0 75 235.4 239.4 234.8 69

P R

F D

C-202Reference system definition - LatLong

ELEVATION A

ELEVATION B

ELEVATION C

ELEVATION D

ELEVATION E

NEW UPPER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW LOWER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW 15" SLOPE DRAIN PIPE

EXISTING PAVED TOE DRAINAGE DITCH

(DO NOT DISTURB)

NEW PIPE COLLAR

EXISTING 15" PIPE

(TIE NEW PIPE INTO THIS PIPE)

C/L ENID DAM

1V:2.5H

LENGTH A

LENGTH B

75' 3 VARIES

EXISTING DROP INLET

DO NOT DISTURB EXISTING DROP INLET

DO NOT DISTURB

8' (MAX.)

EXISTING PIPE

DO NOT DISTURB

EXISTING PIPE

DO NOT DISTURB

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

NOTES:

1. STATIONING SHOWN IS APPROXIMATE.

2. THE CONTRACTOR WILL CONSTRUCT TO THE ELEVATION SHOWN.

3. ALL ELEVATION DIMENSIONS ARE IN FEET

SCALE: NTS

TYPICAL PROFILE C

GENERAL NOTES:

CONTRACTOR SHALL COMPLETE BACKFILL OPERATION PRIOR TO TRANSITIONING TO THE NEXT EXISTING

DRAINAGE SYSTEM.

2. PIPE SHALL BE PLACED IN THE MAXIMUM LENGTHS AVAILABLE TO ENSURE AS FEW JOINTS AS POSSIBLE.

3. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIALS FROM THE SITE AND DISPOSE IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

4. SILT FENCES SHALL BE CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS TO PROVIDE PROTECTION AT ANY STOCKPILE LOCATIONS OR AREAS OF CONSTRUCTION DISTURBANCES.

SEE SPECIFICATIONS SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS, SEE SHEET C-502.

6. PIPE LENGTH SHOULD BE VERIFIED IN THE FIELD. THE NEW CONCRETE PIPE IS INTENDED TO TIE INTO NEWLY

INSTALLED CONCRETE PIPE THAT IS TIED INTO THE HEADWALL.

7. THE SOIL IS HIGHLY ERODIBLE. THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL WATER AS NECESSARY.

THE CONTRACTOR SHALL PREVENT CONCENTRATED RUNOFF FROM FLOWING DOWN THE EXCAVATED TRENCH.

8. THE CONTRACTOR SHALL CAMERA INSPECT EACH DRAIN LINE AFTER COMPLETION OF CONSTRUCTION ON THAT LINE TO DEMONSTRATE THAT NO CONSTRUCTION DEBRIS, TRASH, OR OTHER SIMILAR TYPE MATERIAL REMAINS IN

THE DRAIN LINE.

9. AREA AROUND INLET SHALL BE SLOPED TO DRAIN.

10. EXISTING PIPE SIZE MAY VARY

TABLE C

STATION OF

DRAINAGE

UPPER BERM INLET LOWER BERM INLET

ELEVATION A

(TOP)

ELEVATION B

(PIPE INVERT)

LENGTH OF

PIPE A

(APPROX.)

ELEVATION C

(PIPE INVERT)

ELEVATION D

(TOP)

ELEVATION E

(PIPE INVERT)

LENGTH OF

PIPE B

(APPROX.)

72+70 266.2 263.2 75 235.8 239.8 223.7 8

76+70 266.5 263.5 78 235.1 239.1 227.2 8

P R

F D

C-203Reference system definition - LatLong

ELEVATION A

ELEVATION B

NEW UPPER BERM INLET

(SEE SHEET C-501 FOR DETAIL)

NEW 15" SLOPE DRAIN PIPE

EXISTING CONCRETE DITCH

(DO NOT DISTURB)

EXISTING PAVED TOE DRAINAGE DITCH

(DO NOT DISTURB)

NEW PIPE COLLAR

EXISTING 15" PIPE

(TIE NEW PIPE INTO THIS PIPE)

C/L ENID DAM

1V:2.5H

LENGTH A

75' VARIES

ELEVATION C

10' (MIN.)

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

SCALE: NTS

TYPICAL PROFILE D

GENERAL NOTES:

CONTRACTOR SHALL COMPLETE BACKFILL OPERATION PRIOR TO TRANSITIONING TO THE NEXT EXISTING

DRAINAGE SYSTEM.

2. PIPE SHALL BE PLACED IN THE MAXIMUM LENGTHS AVAILABLE TO ENSURE AS FEW JOINTS AS POSSIBLE.

3. CONTRACTOR SHALL REMOVE ALL DEMOLITION MATERIALS FROM THE SITE AND DISPOSE IN ACCORDANCE

WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.

4. SILT FENCES SHALL BE CONSTRUCTED BY THE CONTRACTOR IN ACCORDANCE WITH THE SPECIFICATIONS TO PROVIDE PROTECTION AT ANY STOCKPILE LOCATIONS OR AREAS OF CONSTRUCTION DISTURBANCES.

SEE SPECIFICATIONS SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN.

5. FOR STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS, SEE SHEET C-502.

6. PIPE LENGTH SHOULD BE VERIFIED IN THE FIELD. THE NEW CONCRETE PIPE IS INTENDED TO TIE INTO NEWLY

INSTALLED CONCRETE PIPE THAT IS TIED INTO THE HEADWALL.

7. THE SOIL IS HIGHLY ERODIBLE. THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL WATER AS NECESSARY.

THE CONTRACTOR SHALL PREVENT CONCENTRATED RUNOFF FROM FLOWING DOWN THE EXCAVATED TRENCH.

8. THE CONTRACTOR SHALL CAMERA INSPECT EACH DRAIN LINE AFTER COMPLETION OF CONSTRUCTION ON THAT LINE TO DEMONSTRATE THAT NO CONSTRUCTION DEBRIS, TRASH, OR OTHER SIMILAR TYPE MATERIAL REMAINS IN

THE DRAIN LINE.

9. AREA AROUND INLET SHALL BE SLOPED TO DRAIN

10. EXISTING PIPE SIZE MAY VARY

NOTES:

1. STATIONING SHOWN IS APPROXIMATE.

2. THE CONTRACTOR WILL CONSTRUCT TO THE ELEVATION SHOWN

3. ALL ELEVATION DIMENSIONS ARE IN FEET

TABLE D

STATION OF

DRAINAGE

UPPER BERM INLET LOWER BERM INLET

ELEVATION A

(TOP)

ELEVATION B

(PIPE INVERT)

LENGTH OF

PIPE A

(APPROX.)

ELEVATION C

(PIPE INVERT)

80+70 266.6 263.6 40 247.6

P R

F D

C-204Reference system definition - LatLong

DIA. OF PIPE = D

D (OR SPAN) + 2T + 1'-0"

D (O

R R

1' -0

CONTRACTOR SHALL PLACE

SOLID SODDING AFTER BACKFILL.

30"

9" (M

SAND BACKFILL

PIPE

12" (MIN) COMPACTED CLAY (SEE NOTE 3)

SAND BACKFILL

(SEE NOTE 2)

EXISTING GROUND

TOPSOIL (VARIES) SD

(MIN.)

SDSD

SDSDSD

SDSDSDSD

SD SD SD

SDSD

SD SD SD

SDSD

1'-0"

C/L

PIPE

6"NEW CONCRETE

PIPE TO BE INSTALLED BY CONTRACTOR

EXISTING CONCRETE PIPE

CUT PIPE TO

THIS LINE

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

GENERAL NOTES:

1. THE CONTRACTOR SHALL WAIT 72 HOURS AFTER PLACING THE CONCRETE

FOR THE PIPE COLLAR BEFORE BEGINNING BACKFILL.

2. BACKFILL AROUND THE PIPE SHALL BE SAND WITH A MAXIMUM OF 30% AND

MINIMUM 5% BY DRY WEIGHT PASSING THE NO. 200 SIEVE.

3. ANY ADDITIONAL CLAY REQUIRED ABOVE THE SAND BACKFILL SHALL BE

OBTAINED FROM LOCAL COMMERCIAL SOURCES AND THIS MATERIAL SHALL

BE APPROVED BY THE CONTRACTING OFFICER.

4. THE CONCRETE COLLAR SHALL BE FRAMED USING THE LARGEST OUTSIDE

DIAMETER OF THE TWO PIPES CONNECTING.

5. CONTRACTOR SHALL PLACE SOLID SODDING IMMEDIATELY AFTER TOP SOIL INSTALLATION.

DRAIN PIPE

GROUT AROUND CONDUIT TO

PROVIDE A WATER TIGHT SEAL

CAST IRON OR GALVANIZED STEEL GRATE

PRECAST CONCRETE CATCH BASIN

TO MEET AASHTO H-20/H-25 LOAD RATING

3' 3'

DROP INLET MATERIALS AND FEATURES:

1. CONCRETE: 4,000 PSI IN 28 DAYS

2. REINFORCING STEEL: PER ASTM A-615, GRADE 60

3. REINFORCING TO MEET AASHTO HS 20-44 LOADING

4. PRECAST STRUCTURE TO MEET ASTM C-857

5. FRAME AND GRATE/COVER REQUIRED PER MANUFACTURER

SPECIFICATIONS.

6. SEE SPECIFICATIONS FOR GROUT AROUND CONDUIT.

SCALE: NONE

DROP INLET DETAIL

SCALE: 2"=1'

0 1'6"

TYPICAL CONCRETE COLLAR DETAIL

SCALE: 2"=1'

0 1'6"

TYPICAL CONCRETE COLLAR SECTION

SCALE: 1"=1'

0 2'1'

TYPICAL TRENCH DETAIL

C-501

SEE TYPICAL PROFILE SHEETS

C-201 - C-204 FOR DEPTH

SCALE: NONE

PLAN

SILT SCREEN FENCE IN DRAINAGE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

A A

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

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

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)

(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

SCALE: NONE SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

WATTLE

DITCH BOTTOM

DITCH CHECK PLAN

DITCH ELEVATION

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

NOTES:

1. INSPECT AND REPAIR FENCE 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 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. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL

OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.

6. 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.

7. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A

MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE

A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED

WHEN NO LONGER NEEDED.

8. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.

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

10. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING

AROUND THE WATER'S EDGE.

EXISTING GROUND

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C-502

R M

O N

P R

N P

. W

E, P

-X

X- X-

2E E2

3- B-

R G

, M S

O N

R G

M R

R &R

, Y

O O

, Y O

C O

N A

D R

O P

T R

A C

O U

, M

Note:

These hydrographs depict historical fact only,and no prediction is intended as to future water stages. The successful offeror is expected to understand the fact that future water stages, despite any apparent historical patterns, are dependent upon vagaries of nature and may differ drastically at any time from any historical patterns that might be inferred.

A more complete history of river stages is available from the U. S. Army Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading available.

GAGE INFORMATION

1993 1994 1995 1996 1997 1998 1999 2000 2001 2002

2003 2004 2005 2006 2007 2008 2009 2010 2011 2012

2013 2014 2015 2016 2017 2018 2019 2020 2021 2022

O N

T, N

.G .V

.D . 2

N S

T, N .G

.V .D

. 2

O N

T, N

.G .V

.D . 2

O N

T, N

.G .V

.D . 2

N S

T, N .G

.V .D

. 2

O N

T, N

.G .V

.D . 2

DISTRICT: VICKSBURG

BASIN: MISSISSIPPI RIVER & PASSES

GAGE NAME: YOCONA RIVER @ ENID DAM (INTAKE)

GAGE ZERO: 0 FT N.G.V.D. 29

RIVER MILE: 13.6

X-201

. W

E, P

-X

X- X-

W 2E

E2 3- B-

N E

R G

, M S

O N

R G

C O

U N

, M

D R

O P

T R

R R

&R , Y

O R

, Y

O C

O N

A R

E H

O G

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Sheets and Views

G-401 GENERAL SITE LOCATION MAP

Sheet 1

G-402 AERIAL PHOTOGRAPH

Sheet 1

G-403 AERIAL PHOTOGRAPH

Sheet 1

C-101 SITE PLAN

Sheet 1

C-201 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-202 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-203 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-204 TYPICAL PROFILE OF DRAINAGE SYSTEM

C-501 TYPICAL DETAILS

C-502 STORM WATER POLLUTION PREVENTION PLAN

X-201 ENID LAKE HYDROGRAPH

Sheet 1

G-001.pdf

Sheets and Views

G-001 COVER SHEET

G-002.pdf

Sheets and Views

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

File details come from the government source that posted it. Updated Jul 6, 2023.