B.08.W912EE24B0011_Drawings.pdf

PDF 8 MB Posted Jul 26, 2024

Attached to: Panola County, MS, MDHP, RP-18-01, FC/MR&T, Yazoo River Basin, Long Creek and Hotophia Creek Watersheds
Solicitation number: W912EE24B0011
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Jul 26, 2024

This document is a solicitation for a federal contract opportunity related to the construction of four riser pipe grade control structures and bank stabilization at various sites in Panola County, Mississippi. The principal features of the work include clearing and grubbing, excavation, fill, backfill, embankment, pipe, erosion control, and environmental protection. The estimated construction cost range is between $1,000,000 and $5,000,000, with a period of performance of 220 calendar days. The solicitation will be issued as a Woman Owned Small Business set-aside under NAICS code 237990. Bids are due on August 27, 2024 at 2:30 PM CST. The contract will be awarded on a firm-fixed price basis. The Department of the Army Corps of Engineers, Vicksburg District is the issuing agency.

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Other files

File	Type	Posted
C.04.Official Bid Abstract_W912EE24B0011_Panola County, MS MDHP, RP-18-01.pdf	PDF	Aug 28, 2024
B.08.a.Revised SF1442_W912EE24B0011-0001_Specifications.pdf	PDF	Aug 8, 2024
B.08.a.W912EE24B0011-0001_Amendment.pdf	PDF	Aug 8, 2024
B.08.W912EE24B0011_Solicitation.pdf	PDF	Jul 26, 2024

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G-001

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

XXXXXX-XX-X-XXXX

JULY 2024

W912EE-24-B-0011

PANOLA COUNTY, MS

MDHP, RP-18-01

FC/MR&T, YAZOO RIVER BASIN

LONG CREEK AND HOTOPHIA CREEK WATERSHEDS

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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A1 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

SCALE: 1"=20 MILES

MILES

0 20 40

PROJECT LOCATION

INDEX TO DRAWINGS

Sheet

Number Sheet Title

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 GENERAL SITE LOCATION MAP

G-403 GENERAL SITE LOCATION MAP

G-404 GENERAL SITE LOCATION MAP

G-405 GENERAL SITE LOCATION MAP

G-406 GENERAL SITE LOCATION MAP

G-407 AERIAL PHOTOGRAPH - SITE HCW-18-04

G-408 AERIAL PHOTOGRAPH - SITE LCW-18-05

G-409 AERIAL PHOTOGRAPH - SITE LCW-18-06

G-410 AERIAL PHOTOGRAPH - SITE LCW-18-07

C-101 SITE PLAN - SITE HCW-18-04

C-102 SITE PLAN - SITE LCW-18-05

C-103 SITE PLAN - SITE LCW-18-06

C-104 LSPTD SITE PLAN - SITE LCW-18-06

C-105 LPSTD ALIGNMENT TABLES

C-106 SITE PLAN - SITE LCW-18-07

C-201 CENTERLINE PROFILE ALONG CONDUIT - SITES HCW-18-04 AND

LCW-18-05

C-202 CENTERLINE PROFILE ALONG CONDUIT AND SPILLWAY - SITE

LCW-18-06

C-203 CENTERLINE PROFILE ALONG CONDUIT - SITE LCW-18-07

C-301 LPSTD 1 - CROSS SECTIONS - STA. 0+00 TO STA. 1+00

C-302 LPSTD 1 - CROSS SECTIONS - STA. 1+50 TO STA. 2+65

C-303 LPSTD 2 - CROSS SECTIONS - STA. 0+00 TO STA. 1+61

C-304 LPSTD 3 - CROSS SECTIONS - STA. 0+00 TO STA. 1+80

C-305 LPSTD 4 - CROSS SECTIONS - STA. 0+00 TO STA. 2+50

C-306 LPSTD 4 - CROSS SECTIONS - STA. 3+00 TO STA. 3+04

C-307 LPSTD 5 - CROSS SECTIONS - STA. 0+00 TO STA. 1+00

C-308 LPSTD 5 - CROSS SECTIONS - STA. 1+50 TO STA. 2+06

C-309 LPSTD 6 - CROSS SECTIONS - STA. 0+00 TO STA. 1+99

C-501 GENERAL SITE PLAN AND DETAILS

C-502 PIPE AND RISER DETAILS

C-503 MISCELLANEOUS PIPE AND RISER DETAILS

C-504 MISCELLANEOUS CONSTRUCTION DETAILS

C-505 BANK STABILIZATION DETAILS

C-506 STORM WATER POLLUTION PREVENTION PLAN DETAILS

SITE LCW-18-05

SITE LCW-18-06

SITE HCW-18-04

SITE LCW-18-07

G-401

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SCALE: 1"=2000'

Feet 0 2000 4000

SITE LCW-18-05

SITE LCW-18-06

SITE HCW-18-04

G-402

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A1 GENERAL SITE LOCATION MAP

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SITE LCW-18-07

G-403

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A1 GENERAL SITE LOCATION MAP

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SITE COORDINATES

Lat.=N034° 18' 32.64" Long.=W089° 49' 35.84"

30' ROW COORDINATES

Lat.=N034° 18' 34.81" Long.=W089° 49' 38.26"

SITE HCW-18-04

G-404

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A1 GENERAL SITE LOCATION MAP

SCALE: 1"=400'

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30' ROW COORDINATES

Lat.=N034° 17' 21.98" Long.=W089° 52' 39.74"

SITE COORDINATES

Lat.=N034° 17' 25.61" Long.=W089° 52' 42.51"

30' ROW COORDINATES

Lat.=N034° 16' 55.47"

Long.=W089° 50' 42.23"

SITE COORDINATES

Lat.=N034° 17' 07.12" Long.=W089° 50' 41.08"

SITE LCW-18-05

SITE LCW-18-06

G-405

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SCALE: 1"=400'

30' ROW COORDINATES

Lat.=N034° 13' 43.06"

Long.=W089° 54' 41.69"

SITE COORDINATES

Lat.=N034° 13' 36.51"

Long.=W089° 54' 27.65"

SITE LCW-18-07

G-406

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A1 GENERAL SITE LOCATION MAP

SCALE: 1"=400'

HCW-18-04

ROW

N= 1750041.48 E= 2449419.32

ROW

N= 1749774.41 E= 2449464.28

ROW

N= 1749513.77 E= 2449596.12

ROW

N= 1749552.53 E= 2449726.17

ROW

N= 1749828.30 E= 2449713.14

ROW

N= 1749890.67 E= 2449681.68

ROW

N= 1750048.73 E= 2449521.14

ROW LIMITS

G-407

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A1 AERIAL PHOTOGRAPH - SITE HCW-18-04

SCALE: 1"=500'

0 500 1000

LCW-18-05

R/W

S0 0°

1" W

N89°42'51"E

342.64' S3 7°

'46

8.8

9' S0 0°

0" E

N90°00'00"E

490.00'

30' ROW

ROW LIMITS

ROW

N= 1743123.12

E= 2433727.62 ROW

N= 1743123.12 E= 2434217.62

ROW

N= 1742856.71 E= 2434217.62

ROW

N= 1742715.22 E= 2434108.15

ROW

N= 1742719.78 E= 2434067.43

ROW

N= 1742722.17 E= 2433724.82

G-408

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A1 AERIAL PHOTOGRAPH - SITE LCW-18-05

SCALE: 1"=350'

0 350 700

LCW-18-06

N= 1741147.18 E= 2443517.23

ROW

N= 1741270.74 E= 2443603.75

ROW

N= 1741178.47

E= 2443833.56 ROW

N= 1741315.77 E= 2444220.54

ROW

N= 1741264.40 E= 2444338.56

ROW

N= 1741020.57 E= 2444520.85

ROW

N= 1740998.09 E= 2444499.86

ROW

N= 1740907.65 E= 2444416.16

ROW

N= 1740895.47 E= 2444213.39

ROW

N= 1740967.01 E= 2444049.67

ROW

N= 1740925.53 E= 2443809.95

ROW LIMITS

30' ROW

G-409

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A1 AERIAL PHOTOGRAPH - SITE LCW-18-06

SCALE: 1"=400'

LCW-18-07 R

R/W

R /W

R/W

ROW

N= 1719925.10 E= 2425060.55

ROW

N= 1719828.07 E= 2425398.52

ROW

N= 1719440.13 E= 2425421.89

ROW

N= 1719360.46 E= 2425380.48

ROW

N= 1719447.82 E= 2425048.06

ROW

N= 1719537.82 E= 2424959.99

ROW

N= 1719916.08 E= 2425028.32

ROW

N= 1719883.00 E= 2424969.26

ROW LIMITS

30' ROW

G-410

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A1 AERIAL PHOTOGRAPH - SITE LCW-18-07

SCALE: 1"=225'

0 225 450

METAL GATE

1V:3H

FILL TO EL. 271.50'

EMBANKMENT

N= 1749729.97 E= 2449608.30

EL.= 276.00

EMBANKMENT

N= 1749876.75 E= 2449581.50

EL.= 276.00

END OF

36" CONDUIT

N= 1749801.04 E= 2449544.20

INV. EL.= 264.00'

CENTER OF

48" RISER

N= 1749811.23 E= 2449619.17

TOP EL.= 270.50'

HAY FIELD

196' DIVERSION EMBANKMENT

150' EMBANKMENT @ EL. 276.00'

IR HCW-18-4-C

N= 1749575.69 E= 2449672.76

EL.= 271.66

IR HCW-18-4-B

N= 1750026.93 E= 2449743.10

EL.= 273.95

IR HCW-18-4-A

N= 1750056.66 E= 2449346.33

EL.= 275.55

SLOPE TO DRAIN

TO RISER

LIMITS OF R-200 RIPRAP

EL. 271.00'

LIMITS OF R-650 RIPRAP

ROW

N= 1750041.48 E= 2449419.32

ROW

N= 1750048.73 E= 2449521.14

ROW

N= 1749890.67 E= 2449681.68

ROW

N= 1749828.30 E= 2449713.14

ROW

N= 1749552.53 E= 2449726.17

ROW

N= 1749513.77 E= 2449596.12

ROW

N= 1749774.41 E= 2449464.28

N85°55'37"E

102.08'

S45°26'40"E 225.29'

S26°46'26"E

69.85'

S0 2°

6" E

S73°24'17"W 135.70'

N26°49'50"W 292.08'

°3 3'

285290

265265

0 265

WOODS

BEE HIVES

(DO NOT DISTURB)

120' DIVERSION EMBANKMENT

EXISTING 30" HDPE PIPE

(DO NOT DISTURB)

EXISTING FENCE

(SEE NOTE 7)

EXISTING FENCE

(SEE NOTE 7)

EXISTING RIPRAP

(DO NOT DISTURB)

ROW LIMITS

R O

LIM

ITS

ROW LIMITS

LIM

ITS

LIM

ITS

R O

LIM

ITS

ROW LIMITS

R O

LIM

ITS

R O

LIM

ITS

C/L CREEK

C/L DITCH

EMBANKMENT

N= 1749752.89 E= 2449598.33

EL.= 276.00

C-101

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A1 SITE PLAN - SITE HCW-18-04

SCALE: 1"=30'

Feet 0 30 60

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO THE

DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011) NAD83 (2017).

ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED CUT

AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE SHEET

C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP LIVESTOCK

FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE

WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP SHALL

BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

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

SEE SHEET C-505.

WOODS

EMBANKMENT

N= 1742953.46 E= 2433893.07

EL.= 314.00'

SPILLWAY

N= 1742953.64 E= 2433884.08

EL.= 311.00'

SPILLWAY

N= 1742954.47 E= 2433842.58

EL.= 311.00'

EMBANKMENT

N= 1742950.00 E= 2434064.21

EL.= 314.00'

END OF

48" CONDUIT

N= 1742896.81 E= 2433973.97

INV. EL.= 300.00'

CENTER OF

60" RISER

N= 1742980.80 E= 2433975.66

TOP EL.= 308.50'

222' EMBANKMENT @ EL. 314.00'

IR LCW-18-5-C

N= 1742882.03 E= 2433785.50

EL.= 319.14

IR LCW-18-5-A

N= 1742939.99 E= 2433989.52

EL.= 314.97

IR LCW-18-5-B

N= 1743037.66 E= 2434177.86

EL.= 325.65

LIMITS OF R-200 RIPRAP

LIMITS OF R-650 RIPRAP

1V:3H

FILL TO EL. 306.00'

305 30

0 31

ROW

N= 1742718.07 E= 2433724.79

ROW

N= 1743123.12 E= 2433727.62

ROW

N= 1743123.12 E= 2434217.62

ROW

N= 1742856.71 E= 2434217.62

ROW

N= 1742715.22 E= 2434108.15

ROW

N= 1742719.78 E= 2434067.43

WOODS

EXISTING RISER PIPE AND CONDUIT

(TO BE REMOVED AND LEFT ON SITE AS

DIRECTED BY THE CONTRACTING OFFICER)

C/L DITCH

C/L CREEK

ROW LIMITS ROW LIMITS

ROW

MIT

R O

W L

ROW LIMITSROW LIMITS

R O

W L

S R

O W

S0 0°

1" W

N89°42'51"E

342.64'

S3 7°

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8.8

S0 0°

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N90°00'00"E

490.00'

R O

W L

30' ROW

C-102

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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

A1 SITE PLAN - SITE LCW-18-05

SCALE: 1"=35'

Feet 0 35 70

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO THE

DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED. IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-201.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED CUT

AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE SHEET

C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP LIVESTOCK

FROM ENTERING THE CONSTRUCTION SITE. AFTER COMPLETION OF

CONSTRUCTION, THE CONTRACTOR SHALL RECONSTRUCT THE FENCE

WITH NEW IN KIND FENCING AS DIRECTED BY THE CONTRACTING

OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

10. WHEN RIPRAP IS PRESENT AROUND THE INLET THE FENCE POSTS SHALL

BE PLACED AT A DEPTH OF 2' BELOW THE RIPRAP.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

N= 1741270.74 E= 2443603.75

ROW

N= 1741178.47 E= 2443833.56

ROW

N= 1741315.77 E= 2444220.54

ROW

N= 1741264.40 E= 2444338.56

ROW

N= 1741020.57 E= 2444520.85

ROW

N= 1740998.09 E= 2444499.86

ROW

N= 1740907.65

E= 2444416.16ROW

N= 1740895.47 E= 2444213.39

ROW

N= 1740967.01 E= 2444049.67

ROW

N= 1740925.53 E= 2443809.95

ROW

N= 1741147.18 E= 2443517.23

EMBANKMENT

N= 1741177.34 E= 2444076.60

EL.= 310.00'

EMBANKMENT

N= 1741191.63 E= 2444132.33

EL.= 310.00'

EMBANKMENT

N= 1741086.81 E= 2444260.72

EL.= 310.00'

EMBANKMENT

N= 1741089.68 E= 2444293.44

EL.= 310.00'

END OF

30" CONDUIT

N= 1741093.74 E= 2444148.66

INV. EL.= 292.50'

CENTER OF

42" RISER

N= 1741166.36 E= 2444207.95

TOP EL.= 304.50'

IR RP-18-01-3

N= 1740910.02 E= 2444378.59

EL.= 307.66

IR RP-18-01-2

N= 1740757.96 E= 2444420.96

EL.= 307.89

IR RP-18-01-1

N= 1740598.62 E= 2444511.52

EL.= 308.25

148' DIVERSION EMBANKMENT

256' EMBANKMENT @ EL. 310.00'

FILL TO

EL. 306.00'

1V:3H

SLOPE TO DRAIN TO RISER

LIMITS OF

R-200 RIPRAP

LIMITS OF R-650 RIPRAP

SPILLWAY

N= 1741154.43 E= 2443994.20

EL.= 307.00

SPILLWAY

N= 1741007.87 E= 2443852.49

EL.= 293.46

SPILLWAY

N= 1741133.89 E= 2443916.96

EL.= 306.00

3H:1V

1V:15H

LIMITS OF R-200 RIPRAP

30' ROW

173' DIVERSION EMBANKMENT

290295305 300

S3 5°

'04

N68°07'30"W

247.65' S70°27'52"W410.61'

N66°28'35"W

128.72'

N36°47'00"W 304.44'

N42 °4

7'0 5"E

3.2

N86°33'41"E

203.13'

S66°23'54"E178.67'

N80°11'03"E

243.27'

S52°52'03"E 367.17'

ROW LIMITS

ROW

LIMITS

ROW

LIMITS

ROW LIMITS

EXISTING RISER PIPE AND CONDUIT

(TO BE REMOVED AND LEFT ON SITE

AS DIRECTED BY THE CONTRACTING

OFFICER)

C/L CREEK

LIMITS OF EXISTING RIPRAP

(DO NOT DISTURB)

EXISTING LOW DROP STRUCTURE

GROUTED CROSSING

(MATS REQUIRED FOR CROSSING

DO NOT DAMAGE)

C/L DITCH

C/L CREEK

WOODS

C/L DITCH

C-103

C W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

A1 SITE PLAN - SITE LCW-18-06

SCALE: 1"=50'

Feet 0 50 100

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2024.

2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-202.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL MATTING

ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE SHEETS FOR

DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND EXPOSED

CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN THE

CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED AROUND

THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

L12 L13

L14

L15

L2 L3L4L5

L6 L7

L16

L17

L18L19 L20

L21

L22

L23

L24 L25L26

L27

L28

L29

L33L34 L35

L36L37 L38

L39

L40

L41

C/L LPSTD 1

3 TONS/FT

C/L LPSTD 2

3 TONS/FT

C/L LPSTD 3

3 TONS/FT

C/L LPSTD 5

3 TONS/FT

C/L LPSTD 4

3 TONS/FT

C/L LPSTD 6

3 TONS/FT

3+04.02

0+00

3+00

1+98.88

1+00 2+

0+00

1+80.16

1+61.21

0+00

1+00

2+00

2+64.54

FLOW

JOHNSON CREEK

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

A1 LPSTD SITE PLAN - SITE LCW-18-06

SCALE: 1"=50'

C-104

D S

L C

W -1

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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 50 100

LINE TABLE: LPSTD 1 ALIGNMENT

LINE #

L10

LENGTH

58.44'

24.11'

26.11'

16.30'

22.01'

19.17'

18.52'

20.50'

42.13'

17.24'

DIRECTION

309° 05' 24.2"

303° 42' 39.8"

290° 00' 34.2"

273° 22' 55.5"

265° 31' 44.7"

249° 39' 44.6"

231° 49' 09.0"

225° 24' 02.5"

225° 52' 15.4"

210° 15' 38.8"

START

STATION

0+00.00

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

START

NORTHING

1,740,999.03

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

START

EASTING

2,444,433.11

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

END

STATION

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

2+64.54

END

NORTHING

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

1,740,980.71

END

EASTING

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

2,444,218.88

LINE TABLE: LPSTD 2 ALIGNMENT

LINE #

L11

L12

L13

L14

L15

LENGTH

23.53'

15.33'

39.81'

19.14'

63.40'

DIRECTION

228° 03' 49.6"

259° 44' 31.9"

285° 50' 48.8"

313° 02' 08.4"

321° 45' 21.9"

START

STATION

0+00.00

0+23.53

0+38.86

0+78.67

0+97.81

START

NORTHING

1,740,965.62

1,740,949.89

1,740,947.16

1,740,958.04

1,740,971.10

START

EASTING

2,444,245.18

2,444,227.68

2,444,212.59

2,444,174.29

2,444,160.30

END

STATION

0+23.53

0+38.86

0+78.67

0+97.81

1+61.21

END

NORTHING

1,740,949.89

1,740,947.16

1,740,958.04

1,740,971.10

1,741,020.89

END

EASTING

2,444,227.68

2,444,212.59

2,444,174.29

2,444,160.30

2,444,121.06

LINE TABLE: LPSTD 3 ALIGNMENT

LINE #

L10

LENGTH

58.44'

24.11'

26.11'

16.30'

22.01'

19.17'

18.52'

20.50'

42.13'

17.24'

DIRECTION

309° 05' 24.2"

303° 42' 39.8"

290° 00' 34.2"

273° 22' 55.5"

265° 31' 44.7"

249° 39' 44.6"

231° 49' 09.0"

225° 24' 02.5"

225° 52' 15.4"

210° 15' 38.8"

START

STATION

0+00.00

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

START

NORTHING

1,740,999.03

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

START

EASTING

2,444,433.11

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

END

STATION

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

2+64.54

END

NORTHING

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

1,740,980.71

END

EASTING

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

2,444,218.88

LINE TABLE: LPSTD 4 ALIGNMENT

LINE #

L10

LENGTH

58.44'

24.11'

26.11'

16.30'

22.01'

19.17'

18.52'

20.50'

42.13'

17.24'

DIRECTION

309° 05' 24.2"

303° 42' 39.8"

290° 00' 34.2"

273° 22' 55.5"

265° 31' 44.7"

249° 39' 44.6"

231° 49' 09.0"

225° 24' 02.5"

225° 52' 15.4"

210° 15' 38.8"

START

STATION

0+00.00

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

START

NORTHING

1,740,999.03

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

START

EASTING

2,444,433.11

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

END

STATION

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

2+64.54

END

NORTHING

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

1,740,980.71

END

EASTING

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

2,444,218.88

LINE TABLE: LPSTD 5 ALIGNMENT

LINE #

L10

LENGTH

58.44'

24.11'

26.11'

16.30'

22.01'

19.17'

18.52'

20.50'

42.13'

17.24'

DIRECTION

309° 05' 24.2"

303° 42' 39.8"

290° 00' 34.2"

273° 22' 55.5"

265° 31' 44.7"

249° 39' 44.6"

231° 49' 09.0"

225° 24' 02.5"

225° 52' 15.4"

210° 15' 38.8"

START

STATION

0+00.00

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

START

NORTHING

1,740,999.03

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

START

EASTING

2,444,433.11

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

END

STATION

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

2+64.54

END

NORTHING

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

1,740,980.71

END

EASTING

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

2,444,218.88

LINE TABLE: LPSTD 6 ALIGNMENT

LINE #

L10

LENGTH

58.44'

24.11'

26.11'

16.30'

22.01'

19.17'

18.52'

20.50'

42.13'

17.24'

DIRECTION

309° 05' 24.2"

303° 42' 39.8"

290° 00' 34.2"

273° 22' 55.5"

265° 31' 44.7"

249° 39' 44.6"

231° 49' 09.0"

225° 24' 02.5"

225° 52' 15.4"

210° 15' 38.8"

START

STATION

0+00.00

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

START

NORTHING

1,740,999.03

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

START

EASTING

2,444,433.11

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

END

STATION

0+58.44

0+82.55

1+08.66

1+24.96

1+46.98

1+66.14

1+84.67

2+05.17

2+47.30

2+64.54

END

NORTHING

1,741,035.88

1,741,049.26

1,741,058.19

1,741,059.16

1,741,057.44

1,741,050.78

1,741,039.33

1,741,024.93

1,740,995.60

1,740,980.71

END

EASTING

2,444,387.75

2,444,367.69

2,444,343.16

2,444,326.89

2,444,304.94

2,444,286.96

2,444,272.41

2,444,257.81

2,444,227.57

2,444,218.88

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

A1 LPSTD ALIGNMENT TABLES

SCALE: 1"=50'

C-105

D A

N M

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

CUT TO EL. 237.00'

SLOPE TO RISER

CUT TO EL. 237.00'

SLOPE TO RISER

1V:3H

SLOPE TO DRAIN TO RISER

EMBANKMENT

N= 1719564.57 E= 2425222.02

EL.= 240.50'

EMBANKMENT

N= 1719695.59 E= 2425098.04

EL.= 240.50'

CENTER OF

42" RISER

N= 1719649.49 E= 2425180.55

TOP EL.= 235.00'

END OF

30" CONDUIT

N= 1719583.00 E= 2425110.27

INV. EL.= 222.00'

185' DIVERSION EMBANKMENT

207' DIVERSION EMBANKMENT

IR LCW-18-07-C

N= 1719395.81 E= 2425693.60

EL.= 237.33

IR LCW-18-07-A

N= 1719523.64 E= 2425328.93

EL.= 236.68

IR LCW-18-07-B

N= 1719821.21 E= 2425084.98

EL.= 236.49

CULTIVATED FIELD

LIMITS OF

R-650 RIPRAP

TIE NEW R-200 RIPRAP SLOPE PAVING

INTO EXISTING RIPRAP SLOPE PAVING

LIMITS OF R-200 RIPRAP

EL. 231.00'

LIMITS OF R-200 RIPRAP

180' EMBANKMENT @ EL. 240.50'

EXISTING PIPE

(TO BE REMOVED AND LEFT ON SITE

AS DIRECTED BY THE CONTRACTING OFFICER)

WOODS

WOODS ROW

N= 1719925.10 E= 2425060.55

ROW

N= 1719828.07 E= 2425398.52

ROW

N= 1719442.02 E= 2425422.88

ROW

N= 1719360.46 E= 2425380.48

ROW

N= 1719447.82 E= 2425048.06

ROW

N= 1719537.82 E= 2424959.99

ROW

N= 1719883.00 E= 2424969.26

ROW

N= 1719916.08 E= 2425028.32

S73°58'56"E 351.63'

S0 3°

7" E

S2 7°

'04

N75°16'35"W

343.71'

N44°22'44"W 125.93'

°3 2'

N60°44'51"E

67.69'

EXISTING SLOPE PAVING

(DO NOT DISTURB)

LIMITS OF R-650 RIPRAP

30' ROW

C/L CREEK

225220

ROW LIMITS

R O

LIM

ITS

R O

LIM

ITS

ROW LIMITS

R O

W L

S R

O W

FILL TO

EL. 231.00'

C-106

C W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

A1 SITE PLAN - SITE LCW-18-07

SCALE: 1"=40'

Feet 0 40 80

NOTES:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2019. DUE TO

THE DATE OF THE SURVEYS, SITE CONDITIONS MAY HAVE CHANGED.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE

CONDITIONS.

2. MISSISSIPPI STATE PLANE COORDINATES WEST ZONE (2011) NAD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-203.

4. ANTI-VORTEX BAFFLE, RISER FENCE, AND EROSION CONTROL

MATTING ARE NOT SHOWN ON THE SITE PLAN. SEE REFERENCE

SHEETS FOR DETAILS.

5. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF

ALL STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, AND

EXPOSED CUT AREAS TO PREVENT SEDIMENT FROM ENTERING THE

CREEK. SEE SHEET C-505 FOR MORE DETAILS.

6. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN TO RISER.

7. THE CONTRACTOR SHALL REMOVE ANY EXISTING FENCING WITHIN

THE CONFINES OF THE ROW LIMITS AS REQUIRED TO FACILITATE

CONSTRUCTION. TEMPORARY FENCING SHALL BE INSTALLED

AROUND THE ROW LIMITS AND TIED INTO EXISTING FENCING TO KEEP

LIVESTOCK FROM ENTERING THE CONSTRUCTION SITE. AFTER

COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL

RECONSTRUCT THE FENCE WITH NEW IN KIND FENCING AS DIRECTED

BY THE CONTRACTING OFFICER.

8. R-200 RIPRAP SHALL BE PLACED ON THE SLOPES AND R-650 RIPRAP

SHALL BE PLACED IN THE BOTTOM OF THE OUTLET CHANNEL.

9. ALL SLOPES SHALL BE 1V:3H UNLESS OTHERWISE INDICATED, SEE

EXAMPLE SITE PLAN ON SHEET C-501.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE SHEET C-504.

EXISTING GROUND

1V:3H

LIMITS OF EXCAVATION

TOP OF RISER

EL. 270.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 265.00'

48" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

ENGINEERING FABRIC

EL. 276.00'

36" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 276.00'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV.

EL. 264.00'

ENGINEERING FABRIC

EL. 262.00'

C/L RISER C/L EMBANKMENT

EL. 263.50'

5.00' 16.50' 14.00' 42.00' 17.00'

4.00' 33.50' 40.00'

77.50'

CONNECTING BAND

1V:3H

EXISTING GROUND

1V:3H

LIMITS OF EXCAVATION

TOP OF RISER

EL. 308.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 301.00'

60" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

ENGINEERING FABRIC

EL. 314.00'

48" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 314.00'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV. EL. 300.00'

ENGINEERING FABRIC

EL. 298.00'

C/L RISER C/L EMBANKMENT

EL. 299.50'

C/L SPILLWAY

24" R200 RIPRAP

EL. 311.00'

EXISTING GROUND

14.00'

ENGINEERING FABRIC

ENGINEERING FABRIC ENGINEERING FABRIC

5.50' 16.50' 14.00' 48.00' 20.00'

4.00' 37.50' 40.00'

81.50'

CONNECTING BAND

18" OF R200 RIPRAP

RIPRAP

EL. 311.00'

A1 CENTERLINE PROFILE ALONG CONDUIT - SITE LCW-18-05

SCALE: 1"=10' C-201

G C

O N

D U

-1 8-

D L

C W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE HCW-18-04

SCALE: 1"=10'

0 10 20

1V:3H

LIMITS OF EXCAVATION

TOP OF RISER

EL. 304.50'

FENCE

ANTI-VORTEX BAFFLE

VARIES

RISER INV. EL. 293.50'

42" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

ENGINEERING FABRIC

EL. 310.00'

30" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 310.00'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV. EL. 292.50'

ENGINEERING FABRIC

C/L RISER C/L EMBANKMENT

EL. 292.00'

CONNECTING BAND

EL. 290.50'

4.75' 16.50' 14.00' 58.50' 25.00'

4.00' 48.00' 40.00'

92.00'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

1V:3H 1V:3H

24" R200 RIPRAP

EXISTING GROUND

25.00'

24" R200 RIPRAP

EXISTING GROUND

EXISTING CHANNEL BOTTOM

205.00'

1V:15H

EL. 291.00'

EL. 307.00'

A1 SPILLWAY TYPICAL SECTION - SITE LCW-18-06

SCALE: 1"=10' C-202

G C

O N

D U

N D

C W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - SITE LCW-18-06

SCALE: 1"=10'

Feet 0 10 20

D1 SPILLWAY PROFILE - SITE LCW-18-06

SCALE: 1"=10'

TOP OF RISER

EL. 235.00'

FENCE

ANTI-VORTEX BAFFLE

RISER INV. EL. 228.00'

42" RISER

1V:3H 1V:3H

FILTER DRAINAGE RING

CONNECTING BAND

ENGINEERING FABRIC

EL. 240.50'

30" CONDUIT

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 240.50'

24" R200 RIPRAP

48" R650 RIPRAP

OUTLET INV.

EL. 222.00'

ENGINEERING FABRIC

C/L RISER C/L EMBANKMENT

EL. 226.50'

4.75' 16.50' 14.00' 61.50' 106.00'

4.00' 53.00' 40.00'

97.00'

48" R650 RIPRAP

16.00'

8.00'

EL. 218.00'

EL. 220.00'

1V:50H

14.00'

VARIES

C-203

G C

O N

D U

C W

-1 8-

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

Feet 0 10 20

NOTES:

REFERENCES:

1. PROFILES ARE CUT ALONG CONDUIT CENTERLINE AND FOLLOW

OUTLET CHANNEL. ALL EMBANKMENT DIMENSIONS ARE

PERPENDICULAR TO EMBANKMENT CENTERLINE. ALL CONDUIT

DIMENSIONS ARE ALONG CENTERLINE OF CONDUIT. ALL OUTLET

CHANNEL DIMENSIONS ARE ALONG CENTERLINE OF OUTLET CHANNEL.

1. FOR GENERAL SITE PLAN AND DETAILS, SEE SHEET

C-501.

2. FOR PIPE AND RISER DETAILS, SEE SHEET C-502.

3. FOR MISCELLANEOUS PIPE AND RISER DETAILS, SEE

SHEET C-503.

4. FOR MISCELLANEOUS CONSTRUCTION DETAILS, SEE

SHEET C-504.

5. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-505.

H1 CENTERLINE PROFILE ALONG CONDUIT - STITE LCW-18-07

SCALE: 1"=10"

0+00

0 500-50

0+50

0 500-50

1+00

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 1

TIEBACK 2

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 1 - CROSS SECTIONS - STA. 0+00 TO STA. 1+00

SCALE: 1"=10'

C-301

C R

N S

. 1 +0

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

1+50

0 500-50

2+00

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 3

2+65

0 50 1000

TIEBACK 4

C/L OF 3 TONS/FT

LPSTD

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 1 - CROSS SECTIONS - STA. 1+50 TO STA. 2+65

SCALE: 1"=10'

C-302

C R

N S

. 2 +6

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

0 500-50

0+50

0 500-50

1+00

0 500-50

1+50

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 5

TIEBACK 6

TIEBACK 7

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 2 - CROSS SECTIONS - STA. 0+00 TO STA. 1+61

SCALE: 1"=10'

C-303

C R

N S

. 1 +6

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

0 500-50

0+50

0 500-50

1+00

0 500-50

1+50

0 500-50

1+75

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 8

TIEBACK 10

TIEBACK 9

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 3 - CROSS SECTIONS - STA. 0+00 TO STA. 1+80

SCALE: 1"=10'

C-304

C R

N S

. 1 +8

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

0 500-50

0+50

0 500-50

1+00

0 500-50

1+50

0 500-50

2+00

0 500-50

2+50

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 11

TIEBACK 12

TIEBACK 13

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 4 - CROSS SECTIONS - STA. 0+00 TO STA. 2+50

SCALE: 1"=10'

C-305

C R

N S

. 2 +5

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

3+00

0 500-50

3+01

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 14

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 4 - CROSS SECTIONS - STA. 3+00 TO STA. 3+04

SCALE: 1"=10'

C-306

C R

N S

. 3 +0

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

0 500

0+50

0 500-50

1+00

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 16

TIEBACK 15

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 5 - CROSS SECTIONS - STA. 0+00 TO STA. 1+00

SCALE: 1"=10'

C-307

C R

N S

. 1 +0

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

1+50

0 500-50

2+00

0 500-50

2+06

0 500

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 17

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 5 - CROSS SECTIONS - STA. 1+50 TO STA. 2+06

SCALE: 1"=10'

C-308

C R

N S

. 2 +0

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

0 500-50

0+50

0 500-50

1+00

0 500-50

1+50

0 500-50

1+99

0 500-50

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

C/L OF 3 TONS/FT

LPSTD

TIEBACK 18

TIEBACK 19

TIEBACK 20

1. EXISTING GROUND SURVEY WAS COLLECTED IN FEB 2024.

2. COORDINATE SYSTEM NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS IN

FEET, NAVD 88.

NOTES

LEGEND

R 200 STONE

EXCAVATE/BACKFILL

EXISTING GROUND

A1 LPSTD 6 - CROSS SECTIONS - STA. 0+00 TO STA. 1+99

SCALE: 1"=10'

C-309

C R

N S

. 1 +9

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

RIPRAP DETAILS

NOTES:

1. ALL EXPOSED EXCAVATION, FILL, AND BACKFILL SLOPES, INCLUDING THE

PORTION OF THE FILL AND BACKFILL THAT RECEIVES LIME TREATMENT,

SHALL RECEIVE TOPSOIL, FERTILIZING, SEEDING, AND MULCHING. SLOPES

THAT RECEIVE RIPRAP SHALL NOT RECEIVE LIME TREATMENT, TOPSOIL,

FERTILIZING, SEEDING, AND MULCHING.

2. ALL INLET SLOPES FROM RISER TO EXISTING STREAM/GROUND SHALL

RECEIVE LIME TREATMENT AND VARY FROM SITE TO SITE.

EXAMPLE SITE PLAN SHOWING LIMITS OF LIME TREATMENT, TOPSOIL, AND EROSION CONTROL MATTING

SCALE: NONE

PROFILE

LIMITS OF RIPRAP

EL. SHOWN ON PROFILES

FILTER DRAINAGE RING

24" R200 RIPRAP

PIPE ANCHOR

ENGINEERING FABRICCONNECTING BAND

SEE DETAILS SHEET C-502

ENTIRE LENGTH OF CONDUIT

R650 RIPRAP

ENGINEERING FABRIC

TOE OF SLOPE

GROUT 12" DEEP CRADLE IN THE RIPRAP BENEATH CONDUIT

TO PROVIDE SMOOTH BEDDING SURFACE FOR THE CONDUIT

THALWEG

3' (MIN.)

ENGINEERING FABRIC

SEE PROFILES

ENGINEERING FABRIC

1V:1H

SEE PROFILES FOR EACH SITE

NOTE:

1. SEE SPECIFICATIONS SECTION 31 06 00.00 09 PARAGRAPH 2.1.4

FOR STRAPS AND ANCHORAGE MATERIAL USED TO ATTACH THE

ENGINEERING FABRIC TO THE CONDUIT.

SCALE: NONE

ANCHOR TRENCH DETAIL

12" (MIN.)OVERLAP

12"

ANCHOR TRENCH BACKFILL

ENGINEERING FABRIC

NOTE:

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

ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.

SCALE: NONE

SECTION

VARIES SEE SITE PLANS VARIES SEE SITE PLANS

FINISHED GRADE

ENGINEERING FABRIC

24" R200 RIPRAP

1V:1.5H

2' (MIN.) 2' (MIN.)

CONDUIT DIA.

1' 1' 1.

3' (MIN.)

ENGINEERING FABRIC

3' (MIN.)

ENGINEERING FABRIC

FILTER DRAINAGE RING

PERVIOUS FILL

12" GROUTED RIPRAP CRADLE

CONDUIT

RISER FENCE

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

CONCRETE TOP SLAB

SEE DETAILS SHEET C-502

RISER

1V:3H

C /L

E M

CONDUIT

TOP BANK OF

EXISTING STREAM

OR EXCAVATION

LIMITS OF EROSION CONTROL MATTING

SEE DETAILS SHEET C-504

1V :3

H 1V

:3 H

LIMITS OF R-200 RIPRAP

LIMITS OF R-650 RIPRAP

LIMITS OF LIME TREATMENT AROUND

RISER TO A DEPTH OF 18"

LIMITS OF LIME TREATMENT OF EMBANKMENT TO A DEPTH OF 6"

SEE GROSS CONSTRUCTION GRADE DETAILS SHEET C-504

. C O

N D

IT 10

.0 0'

C-501

D D

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

G C

K A

N D

H O

K W

/M R

&T , Y

O R

D H

P, R

P-

-0

C O

U N

, 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

SCALE: NONE

RISER DETAIL

SCALE: NONE

CONCRETE TOP SLAB SINGLE RISER

ALTERNATE NO. 1

ALTERNATE NO. 2

CONNECTING BAND DETAILS

SCALE: NONE

ANGLE IRON CONNECTION DETAIL

SECTION A

2' 2'RISER DIA.

2' R

CONCRETE TOP SLAB

PIPE STUB CONDUIT

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

RISER DIA. + 4'

SHOP WELD

NON-REINFORCED CONCRETE RISER FOUNDATION

PIPE STUB CONDUIT

CONNECTING BAND

6" TOPSOIL

18" LIME TREATED

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

RISER DETAIL NOTES:

1. TREAT CORRUGATED METAL PIPE WITH

BITUMINOUS PAINT PRIOR TO PLACING OF

CONCRETE.

2. TREAT ALL WELDS ON CORRUGATED METAL PIPE

IN ACCORDANCE WITH THE SPECIFICATIONS.

3. ANGLE OF 4' PIPE STUB AT RISER SHALL MATCH

FALL ANGLE OF MAIN CONDUIT.

4. SEE INDIVIDUAL SITE PLANS FOR RISER AND

CONDUIT DIAMETERS.

5. 12" X 8" CONCRETE KEYWAY REQUIRED AROUND

THE PERIMETER OF CONCRETE TOP SLAB.

CAST IRON TANK LUG

9 CORRUGATIONS

PIPE END

CORRUGATED METAL BAND

WITH CLOSED CELL GASKET

NOTES:

1. THE CONNECTING BAND SHALL BE THE SAME

GAUGE AND DEPTH OF CORRUGATION AS

SPECIFIED FOR PIPE.

2. THIS BAND MAY BE USED FOR ANY SIZE CONDUIT.

CONNECTING BAND

ROD BINDER

2" X 2" ANGLE IRON

SCALE: NONE

BAR AND STRAP CONNECTION DETAIL

SCALE: NONE

TANK LUG DETAIL

TANK LUGS (2 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

6" L

MASTIC SEAL (TYP.)

ARC WELD ANGLE IRON

TO BAND (TYP.)

ANGLE IRON

12 GAUGE GALVANIZED BAND

O-RING GASKETS

TANK LUGS (6 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

ROD BINDER

C-502

BAR AND STRAP

SEE ANGLE IRON CONNECTION DETAIL

FOR ALTERNATE CONNECTION

TANK LUGS (2 REQUIRED)

SEE TANK LUG DETAIL SHEET C-502

ARC WELD STRAP TO BAND

12 GAUGE GALVANIZED

FORMED BAND

GALVANIZED FORGED

STEEL BAR

LOCK WASHERS

NUTS

NOTE:

THESE BANDS MAY BE USED ON CONDUITS

HAVING A DIAMETER OF 30" OR LESS.

REROLLED ANNULAR PIPE END

CONTINUOUS CORRUGATION AROUND

BAND MESHES WITH SECOND ANNULAR

CORRUGATION IN PIPE ENDS

CONTINUOUS CORRUGATION AROUND

BAND MESHES WITH SECOND ANNULAR

CORRUGATION IN PIPE ENDS

CORRUGATED BAND CONNECTION DETAIL

7/16" GALVANIZED ROD BINDER

1/2" X 1-3/4" COUPLING NUT

1/2" WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE BOLT

AND NUT WITH LOCK WASHER

1/2" X 6" GALVANIZED CARRIAGE…

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File details come from the government source that posted it. Updated Jul 26, 2024.