A22_Drawings_W912EE23B0007.pdf

PDF 8 MB Posted Jun 2, 2023

Attached to: Coahoma, Bolivar, Sunflower, & Sharkey Counties, MS Sediment Reduction Structures Phase XII FC/MR&T, Big Sunflower River Basin
Solicitation number: W912EE23B0007
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes plans and specifications for a federal construction project to build eight riser pipe grade control structures and repair two outlets in four Mississippi counties. Key details include:

Work consists of clearing, excavation, backfill, embankment, engineering fabric, stone protection, corrugated metal pipe installation, soil stabilization and environmental protection.
Plans and specifications are available on SAM.gov. Bids are due July 12, 2023. This is a woman-owned small business set-aside issued under NAICS 237990 by the US Army Corps of Engineers, Vicksburg District for a firm fixed-price contract.

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Other files

File	Type	Posted
B01_Bid_Abstract_W912EE23B0007.pdf	PDF	Jul 14, 2023
A02_Solicitation_W912EE23B0007_UPDATE.pdf	PDF	Jun 1, 2023
A22_Solicitations_W912EE23B0007.pdf	PDF	May 31, 2023

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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

JUNE 2023

W912EE-23-B-0007

COAHOMA, BOLIVAR, SUNFLOWER, & SHARKEY COUNTIES, MS

SEDIMENT REDUCTION STRUCTURES, PHASE XII

FC/MR&T, BIG SUNFLOWER RIVER BASIN

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

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INDEX TO DRAWINGS

SHEET ID TITLE

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

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G-402 GENERAL SITE LOCATION MAP

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G-405 GENERAL SITE LOCATION MAP

G-406 AERIAL PHOTOGRAPH - SITE BS-21-01

G-407 AERIAL PHOTOGRAPH - SITE BP-21-02

G-408 AERIAL PHOTOGRAPH - SITES BS-21-03 AND BS-21-04

G-409 AERIAL PHOTOGRAPH - SITES BS-21-06 AND BS-21-07

G-410 AERIAL PHOTOGRAPH - SITES BS-21-08 AND BS-21-09

G-411 AERIAL PHOTOGRAPH - SITES BPC-62 AND BPC-63

C-101 SITE PLAN - SITE BS-21-01

C-102 SITE PLAN - SITE BP-21-02

C-103 SITE PLAN - SITE BS-21-03

C-104 SITE PLAN - SITE BS-21-04

C-105 SITE PLAN - SITE BS-21-06

C-106 SITE PLAN - SITES BS-21-06 AND BS-21-07

C-107 SITE PLAN - SITE BS-21-07

C-108 SITE PLAN - SITE BS-21-08

C-109 SITE PLAN - SITE BS-21-09

C-110 SITE PLAN - SITES BPC-62 AND BPC-63

C-201 PROFILES - SITES BS-21-01 AND BP-21-02

C-202 PROFILES - SITES BS-21-03 AND BS-21-04

C-203 PROFILES - SITES BS-21-06 AND BS-21-07

C-204 PROFILES - SITES BS-21-08 AND BS-21-09

C-205 PROFILES - SITES BPC-62 AND BPC-63

C-501 GENERAL SITE PLANS AND DETAILS

C-502 PIPE AND RISER DETAILS

C-503 MISCELLANEOUS PIPE AND RISER DETAILS

C-504 MISCELLANEOUS CONSTRUCTION DETAILS

C-505 STORM WATER POLLUTION PREVENTION PLAN - TYPICAL DETAILS

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LAT.=34°02'11.2"N

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BP-21-02

LAT.=33°42'59.8"N

LONG.=90°52'53.2"W

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BS-21-04

LAT.=33°24'26.2"N

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BS-21-03

LAT.=33°24'41.3"N

LONG.=90°36'32.5"W

BPC-62

LAT.=33°23'40.8"N

LONG.=90°43'12.6"W

BPC-63

LAT.=33°23'39.8"N

LONG.=90°43'05.6"W

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LAT.=33°02'19.9"N

LONG.=90°42'26.3"W

BS-21-07

LAT.=33°02'27.1"N

LONG.=90°42'15.6"W

BS-21-09

LAT.=32°56'10"N

LONG.=90°46'11.5"W

BS-21-08

LAT.=32°56'10.3"N

LONG.=90°46'32.4"W

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HWY 49W

RUPERT BAIRD ROAD

3- W

30' ROW

ROW LIMITS

SITE BS-21-04

ROW LIMITS

30' ROW

SITE BS-21-03

R/W

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RICHEY ROAD

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ROW LIMITS

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SITE BS-21-07

SITE BS-21-06

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MATTHEWS BLVD

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SITE BS-21-08

30' ROW

ROW LIMITS

SITE BS-21-0930' ROW

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AERIAL PHOTOGRAPH - SITES BPC-62 AND BPC-63

30' ROW

SITE BPC-62

ROW LIMITS

SITE BPC-63

KINLOCK ROAD

DEMENT ROAD

145145

ROW

N= 1650439.71 E= 2203053.02

ROW

N= 1650424.75 E= 2203054.09

ROW

N= 1650448.82 E= 2203180.02

ROW

N= 1650433.43 E= 2203175.14

ROW

N= 1650441.49 E= 2203529.92

ROW

N= 1650440.85 E= 2203560.40

ROW

N= 1650439.24 E= 2203637.47

ROW

N= 1650232.00 E= 2203637.47

ROW

N= 1650013.24 E= 2203467.19

ROW

N= 1650065.99 E= 2203332.66

ROW

N= 1650330.68 E= 2203223.29

ROW

N= 1650357.11 E= 2203150.92

EMBANKMENT

N= 1650195.46 E= 2203410.66

EL.= 151.00

EMBANKMENT

N= 1650256.11 E= 2203321.30

EL.= 151.00

EMBANKMENT

N= 1650276.89 E= 2203314.07

EL.= 151.00

CENTER OF

54" RISER

N= 1650249.69 E= 2203373.06

INV. EL.= 146.50

END OF

36" CONDUIT

N= 1650186.19 E= 2203329.95

INV. EL.= 136.50

IR BS-21-01-01

N= 1650432.61 E= 2203067.50

EL.= 148.98

IR BS-21-01-02

N= 1650223.83 E= 2203552.39

EL.= 149.75

°3 6'

N69°56'14"W77.05'

N85°53'52"E

127.33'

S85°53'52"W

121.36'

N04°06'08"W 15.00'

S88°48'00"E

349.98' S88°48'00"E

77.08'

S0 0°

0" E

S3 7°

'49

7.2 1'

N68°35'26"W144.50'

N22°27'00"W

286.39'

140' DIVERSION EMBANKMENT

125' DIVERSION EMBANKMENT

200' DIVERSION EMBANKMENT

40' DIVERSION EMBANKMENT

C/L EXISTING DITCHES

EXISTING POWER

TRANSMISSION LINES

(DO NOT DISTURB)

FILL TO TOP BANK

EL. 148.00

LIMITS OF R200 RIPRAP

FILL TO TOP BANK

EL. 148.00

1V:3H

IMPERVIOUS UPSTREAM

BLANKET @ EL. 143.00

1V:3H

1V:2H

130' EMBANKMENT @ EL. 151.00

C/L CREEK

EXISTING 18" CMP

UNKNOWN INLET LOCATION

(DO NOT DISTURB)

EXISTING NATURAL GAS

PIPE SIGNS

(DO NOT DISTURB)

30' ROW

WOODS

CULTIVATED FIELD

C-101

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NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT

AREAS, AND ALONG TOP BANK 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.

REFERENCES:

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.

END OF

42" CONDUIT

N= 1534303.15 E= 2129795.34

INV. EL.= 121.00

CENTER OF

72" RISER

N= 1534307.36 E= 2129890.25

INV. EL.= 132.00

EMBANKMENT

N= 1534259.59 E= 2129864.34

EL.= 137.00

EMBANKMENT

N= 1534238.68 E= 2129878.03

EL.= 137.00

EMBANKMENT

N= 1534374.48 E= 2129859.25

EL.= 137.00

IR BP-21-02-01

N= 1534643.11 E= 2129870.79

EL.= 133.37

IR BP-21-02-02

N= 1534226.56 E= 2129974.43

EL.= 133.20

ROW

N= 1534656.52 E= 2129871.28

ROW

N= 1534658.73 E= 2129845.50

ROW

N= 1534653.89 E= 2129902.04

ROW

N= 1534651.89 E= 2129925.49

ROW

N= 1534487.69 E= 2129929.59

ROW

N= 1534117.48 E= 2130118.15

ROW

N= 1534021.10 E= 2130049.27

ROW

N= 1534221.39 E= 2129778.98

ROW

N= 1534300.16 E= 2129721.47

N85°06'34"W 25.87'

N85°06'34"W 23.53'

N01°25'56"W

164.24'

N26°59'27"W

415.47'

N35°33'18"E 118.46'

S5 3°

'40

6.4 1'

S36°08'01"E

97.53'

S19°04'55"W379.42'

171' DIVERSION EMBANKMENT

188' DIVERSION EMBANKMENT

1V:3H

LIMITS OF R200 RIPRAP

1V:3H

FILL TO EL. 127.00

FILL TO TOP BANK

EL. 133.00

SLOPE TO DRAIN TO RISER

FILL TO TOP BANK

EL. 133.00

SLOPE TO DRAIN TO RISER

WOODS

CULTIVATED FIELD

30' ROW

EXISTING 18" STEEL PIPE

(TO BE REMOVED AND LEFT

ON SITE AS DIRECTED BY

THE CONTRACTING OFFICER)

C/L DITCH

140' EMBANKMENT @ EL. 137.00

C-102

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SITE PLAN - SITE BP-21-02

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT, AND

AND ALONG TOP BANK 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.

REFERENCES:

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.

END OF

24" CONDUIT

N= 1423074.90 E= 2212211.32

INV. EL.= 94.00

CENTER OF

36" RISER

N= 1423043.52 E= 2212322.99

INV. EL.= 113.50

EMBANKMENT

N= 1423153.48 E= 2212453.86

EL.= 118.00

EMBANKMENT

N= 1422964.12 E= 2212274.70

EL.= 118.50

LIMITS OF R200 RIPRAP

EMBANKMENT

N= 1423149.93 E= 2212326.93

EL.= 118.50

389' DIVERSION EMBANKMENT

S76°55'08"W 320.28'

S1 5°

2" W

N64°07'16"E

171.06'

°3 3'

N53°06'34"E

239.57'

N22°43'32"W 90.21'

N88°25'30"E

180.85'

1V:3H

ROW

N= 1423105.22 E= 2212516.16

ROW

N= 1423190.40 E= 2212516.40

ROW

N= 1423229.58 E= 2212516.51

ROW

N= 1423224.61 E= 2212335.73

ROW

N= 1423149.94 E= 2212181.82

ROW

N= 1423096.86 E= 2212136.04

ROW

N= 1422982.03 E= 2212099.70

ROW

N= 1422838.22 E= 2211908.10

ROW

N= 1422811.61 E= 2211850.98

ROW

N= 1422728.40 E= 2211885.83

ROW

N= 1422810.60 E= 2212252.45

ROW

N= 1422835.91 E= 2212458.11

EXISTING DIVERSION

TO BE REMOVED AND

GRADED TO DRAIN

TOWARD RISER

IMPERVIOUS UPSTREAM

BLANKET @ EL. 105.00

WOODS

CULTIVATED FIELD

C/L DITCH

30' ROW

320' EMBANKMENT @ EL. 118.50

N40 °4

6'4 1"

.09

IR BS-21-03-02

N= 1422995.33 E= 2212420.68

EL.= 115.00

IR BS-21-03-01

N= 1423223.73 E= 2212474.66

EL.= 113.63

IR BS-21-03-03

N= 1422739.59 E= 2211937.10

EL.= 116.05

1V:3H

EXISTING CULVERT

TO REMAIN IN PLACE

(DO NOT DISTURB)

ROW

N= 1422950.31 E= 2212490.17

S0 9°

9" W

S0 0°

4" W

C-103

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 30 60

FEET

SITE PLAN - SITE BS-21-03

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT, AND

ALONG TOP BANK 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.

REFERENCES:

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.

CENTER OF

60" RISER

N= 1421487.68 E= 2211626.31

INV. EL.= 113.50

END OF

42" CONDUIT

N= 1421538.73 E= 2211532.85

INV. EL.= 98.00

ROW

N= 1421834.43 E= 2211442.81

ROW

N= 1421777.09 E= 2211368.10

ROW

N= 1421588.67 E= 2211440.74

ROW

N= 1421340.89 E= 2211399.69

ROW

N= 1421173.92 E= 2211229.79

ROW

N= 1421116.36 E= 2211302.18

ROW

N= 1421304.22 E= 2211577.82

ROW

N= 1421335.14 E= 2211623.18

ROW

N= 1421428.48 E= 2211760.13

ROW

N= 1421531.35 E= 2211786.10

EMBANKMENT

N= 1421363.89 E= 2211511.48

EL.= 118.50

EMBANKMENT

N= 1421390.41 E= 2211540.13

EL.= 118.50

EMBANKMENT

N= 1421570.24 E= 2211638.37

EL.= 118.50

244' EMBANKMENT @ EL. 118.50

210' DIVERSION EMBANKMENT

263' DIVERSION EMBANKMENT

IR BS-21-04-01

N= 1421153.08 E= 2211267.24

EL.= 114.50

IR BS-21-04-02

N= 1421356.29 E= 2211486.72

EL.= 113.95

S09°24'31"W

251.15'

S45°29'53"W

238.21'

S5 1°

8" E

N55°43'22"E 333.57'

N55°43'22"E 165.74'

N14°10'17"E

106.10'

°3 3'

S52°29'37"W 94.17'

S2 1°

'52

EXISTING DIVERSION

TO BE REMOVED AND

GRADED TO DRAIN

TOWARD RISER

IMPERVIOUS UPSTREAM

BLANKET @ EL 109.00

WOODS

W O

O D

CULTIVATED FIELD

30' ROW

1H:3V

9595 10

EXISTING 24" RISER AND

15" CONDUIT (TO BE

REMOVED AND LEFT ON

SITE AS DIRECTED BY THE

CONTRACTING OFFICER)

LIMITS OF R200 RIPRAP

C/L CREEK

C/L DITCH

C/L CREEK

C-104

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 30 60

FEET

SITE PLAN - SITE BS-21-04

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT, AND

ALONG TOP BANK 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.

REFERENCES:

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.

IR BS-21-06-03

N= 1287581.22 E= 2182151.08

EL.= 98.83

IR BS-21-06-02

N= 1287470.87 E= 2181925.39

EL.= 95.30

IR BS-21-06-01

N= 1287277.78 E= 2181748.38

EL.= 98.87

EMBANKMENT

N= 1287329.76 E= 2181950.28

EL.= 102.00

EMBANKMENT

N= 1287416.50 E= 2182084.73

EL.= 102.00

END OF

36" CONDUIT

N= 1287307.32 E= 2182055.69

INV. EL.= 81.00

CENTER OF

48" RISER

N= 1287401.43 E= 2181994.97

INV. EL.= 94.00

160' EMBANKMENT @ EL. 102.00

ROW

N= 1287257.04 E= 2181754.57

ROW

N= 1287282.73 E= 2181733.71

ROW

N= 1287349.62 E= 2181888.09

ROW

N= 1287488.58 E= 2181921.85

ROW

N= 1287419.00 E= 2182126.98

ROW

N= 1287267.19 E= 2182157.34

ROW

N= 1287207.48 E= 2182056.17

ROW

N= 1287287.92 E= 2181884.00

ROW

N= 1287233.75 E= 2181773.48

°0 4'

9' N66°34'26"E 168.26'

N13 °39

'12 "E

2.9

N50°42'39"E

322.79'

S54°43'14"W

910.51'

S1 1°

5" E

S59°27'09"W 117.48'

N64°57'24"W

190.04'

S63°53'19"W 123.08'

LIMITS OF R200 RIPRAP

C/L OF DITCH

1V:3H

SLOPE TO DRAIN TO RISER

EXISTING 22" STEEL PIPE

(TO BE REMOVED AND LEFT

ON SITE AS DIRECTED BY

THE CONTRACTING OFFICER)

FILL TO TOP BANK EL. 94.00

SLOPE TO DRAIN TO RISER

CULTIVATED FIELD

WOODS

C-105

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 25 50

FEET

SITE PLAN - SITE BS-21-06

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT, AND

ALONG TOP BANK 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.

REFERENCES:

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.

ATC

LIN

E SEE SH

EET C

-106

1045' DIVERSION EMBANKMENT

ROW

N= 1287692.98 E= 2182171.67

ROW

N= 1287736.82

E= 2182346.92 ROW

N= 1287960.12 E= 2182676.12

N75°57'11"E180.65'

N55°51'04"E

397.79'

S54°43'14"W

910.51'

IR BS-21-07-01

N= 1287835.74 E= 2182565.29

EL.= 98.98

N64°04'12"E 156.09'

WOODS

CULTIVATED FIELD

C-106

-2

A N

D B

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 25 50

FEET

SITE PLAN - SITE BS-21-06 & BS-21-07

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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

ELEVATIONS IN FEET, NAVD88.

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

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED CUT, AND

ALONG TOP BANK AREAS TO PREVENT SEDIMENT FROM ENTERING THE

CREEK. SEE SHEET C-505 FOR MORE DETAILS.

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

5. 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.

REFERENCES:

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.

ATC

LIN

E SEE SH

EET C

-107

C H

C -1

IR BS-21-07-02

N= 1288183.75 E= 2182925.01

EL.= 98.45

EMBANKMENT

N= 1287996.18 E= 2182878.41

EL.= 102.00

EMBANKMENT

N= 1288101.90 E= 2183042.27

EL.= 102.00

END OF

36" CONDUIT

N= 1287984.78 E= 2183000.92

INV. EL.= 81.00

CENTER OF

48" RISER

N= 1288073.85 E= 2182943.45

INV. EL.= 96.00

195' EMBANKMENT @ EL. 102.00

ROW

N= 1288028.37 E= 2182816.50

ROW

N= 1288244.86 E= 2182818.56

ROW

N= 1288279.13 E= 2182869.05

ROW

N= 1288170.11 E= 2183028.35

ROW

N= 1288233.26 E= 2183125.47

ROW

N= 1288152.99 E= 2183174.29

ROW

N= 1287901.98 E= 2183112.89

ROW

N= 1287856.87 E= 2183025.58

ROW

N= 1287944.88 E= 2182870.27

N64°04'12"E 156.09'

N0 0°

'23

N55°50'09"E

61.02'

N55°36'48"W 193.04'

N56°58'05"E

115.85'

S3 1°

2" E

S13 °44

'42 "W

8.4

S62°40'40"W

98.27'

N60°27'42"W 178.51'

S54°43'14"W

910.51'

FILL TO TOP BANK

EL. 88.00

SLOPE TO DRAIN

FILL TO TOP BANK

EL. 97.00

SLOPE TO DRAIN TO RISER

FILL TO TOP BANK EL. 97.00

SLOPE TO DRAIN TO RISER

LIMITS OF R200 RIPRAP

N64°04'12"E 156.09'

DITCH

N= 1288199.01 E= 2182871.63

EL.= 97.00

DITCH

N= 1288078.05 E= 2182940.74

EL.= 96.00

10' WIDE DITCH

SLOPE TO DRAIN TO RISER

EXISTING 24" STEEL PIPE

(TO BE REMOVED AND LEFT

ONSITE AS DIRECTED BY

THE CONTRACTING OFFICER)

SLOPE TO DRAIN TO RISER

1V:3H

WOODS

CULTIVATED FIELD

C-107

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 25 50

FEET

SITE PLAN - SITE BS-21-07

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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, EXPOSED CUT, AND

ALONG TOP BANKAREAS 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.

REFERENCES:

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.

C H

C -1

EMBANKMENT

N= 1250189.25 E= 2160962.99

EL.= 101.50

EMBANKMENT

N= 1250087.29 E= 2160824.43

EL.= 101.50

END OF

24" CONDUIT

N= 1250211.33 E= 2160840.26

INV. EL.= 78.00

172' EMBANKMENT @ EL. 101.5

205' DIVERSION EMBANKMENT

105' DIVERSION EMBANKMENT

ROW

N= 1250443.54 E= 2161095.25

ROW

N= 1250399.26 E= 2160886.33

ROW

N= 1250061.75 E= 2160698.27

ROW

N= 1249964.68 E= 2160710.27

ROW

N= 1249958.91 E= 2160739.71

ROW

N= 1250036.71 E= 2161046.74

N06°47'59"E

°4 6'

S07°02'51"E

S29°07'40"W

S7 8°

6" W

97.81'

409.71'

386.36'

30' ROW

CENTER OF

36" RISER

N= 1250114.76 E= 2160911.53

INV. EL.= 96.00

SLOPE TO DRAIN TO RISER

1V:3H

LIMITS OF R200 RIPRAP

IR BS-21-08-02

N= 1250284.62 E= 2161023.67

EL.= 97.79

IR BS-21-08-01

N= 1249696.63 E= 2160698.75

EL.= 98.33

C/L OF CREEK

CULTIVATED FIELD

WOODS

EXISTING 18" CMP

(TO BE REMOVED AND LEFT

ONSITE AS DIRECTED BY THE

CONTRACTING OFFICER)

C-108

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 30 60

FEET

SITE PLAN - SITE BS-21-08

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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

ELEVATIONS IN FEET, NAVD88.

3. FOR CENTERLINE PROFILE ALONG CONDUIT, SEE SHEET C-204.

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, EXPOSED CUT, AND

ALONG TOP BANK 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.

REFERENCES:

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 24" CONDUIT

INV. EL. 86.00

TOP OF DITCH/TOP OF R200 RIPRAP

EL. 85.00

N= 1416925.09 E= 2179162.28

TOP OF DITCH/TOP OF R200 RIPRAP

EL. 84.00

N= 1417075.84 E= 2179233.05

LIMITS OF R200 RIPRAP

AND LIMITS OF EXCAVATION

1V:2H

EXISTING EMBANKMENT

EXISTING 36" RISER

(DO NOT DISTURB)

ROW

N= 1416726.39 E= 2179233.96

ROW

N= 1416738.63 E= 2179238.28

ROW

N= 1416767.96 E= 2179248.63

ROW

N= 1417104.97 E= 2179332.86

ROW

N= 1417100.78 E= 2179096.31

ROW

N= 1416864.36 E= 2178964.37

ROW

N= 1416837.48 E= 2178949.43

ROW

N= 1416862.58 E= 2178702.35

ROW

N= 1416892.43 E= 2178698.96

ROW

N= 1416892.15 E= 2178389.06

ROW

N= 1417103.54 E= 2178426.99

ROW

N= 1417128.60 E= 2178672.08

S68°40'24"E305.45'

S19°26'04"W 12.98'

°0 2'

S88°59'07"W

236.59'

S2 9°

'20

S84°36'33"E 314.68'

°2 9'

'S1

0°

'2 1"

S84°09'39"W 246.37'

30' ROW

EXISTING 36" RISER

(DO NOT DISTURB)

EXISTING EMBANKMENT

6.00'

1V:2H

EXISTING 24" CONDUIT

INV. EL. 86.00

TOP OF DITCH/TOP OF R200 RIPRAP

EL.85.00

N= 1417019.35 E= 2178551.60

TOP OF DITCH/TOP OF R200 RIPRAP

EL.84.00

N= 1417088.77 E= 2178561.46

LIMITS OF R200 RIPRAP

AND LIMITS OF EXCAVATION

30' ROW

EXISTING 24" CONDUIT

(DO NOT DISTURB)

EXISTING 24" CONDUIT

(DO NOT DISTURB)

6.00'

C-110

-6

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 40 80

FEET

SITE PLAN - SITES BPC-62 AND BPC-63

NOTES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN 2022.

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

ELEVATIONS IN FEET, NAVD88.

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

STOCKPILES, NEWLY CONSTRUCTED EMBANKMENTS, EXPOSED CUT, AND

ALONG TOP BANK AREAS TO PREVENT SEDIMENT FROM ENTERING THE

CREEK. SEE SHEET C-505 FOR MORE DETAILS.

4. 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.

5. OUTLETS ON SITES BPC-62 AND BPC-63 ARE SILTED IN AND NEED TO BE

EXCAVATED TO ALLOW FOR OUTLET PIPE DRAINAGE. KEEP EXCAVATION

TO A MINIMUM AND RIPRAP TO THE TOP OF ALL EXCAVATION.

6. CONTRACTOR TO MINIMIZE EXISTING VEGETATION DISTURBANCE.

7. EXCAVATED MATERIAL TO BE PLACED AS DIRECTED BY THE CONTRACTING

OFFICER A MINIMUM OF 50' FROM TOP BANK, COMPACTED, FERTILIZED,

SEEDED, AND MULCHED.

REFERENCES:

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

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

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

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

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

13.50' 10.00' 48.00' 25.00'5.25'

EL. 136.00

RISER INV. EL. 137.50

1V:3H

LIMITS OF ECVAVATION

1V:3H

1V:3H 1V:3H

1V:3H

IMPERVIOUS UPSTREAM

BLANKET @ EL. 143

54" RISER

TOP OF RISER

EL. 146.50

FENSE

ANTI-VORTEX BAFFLE

C/L RISER C/L EMBANKMENT

ENGINEERING FABRIC

KEYWAY

FILTER DRAINAGE RING

CONNECTING BANDS

36" CONDUIT

RIPRAP

EL. 148.00

24" R200 RIPRAP

12" GROUTED RIPRAP CRADLE

4.00' 30.50' 40.00' (MIN)

74.50'

PIPE ANCHOR

4.00'

EL. 151.00

OUTLET INV. EL. 136.50

EL. 135.00

48" R200 RIPRAP ENGINEERING FABRIC

7.25'

EXISTING GROUND

6.00' 15.00' 14.00' 60.00' 25.00' 33.00'

92.00'

4.00' 48.00' 40.00' (MIN)

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

42" CONDUIT

4.00'

ENGINEERING FABRIC

TOP OF RISER

EL. 132.00

FENSE

ANTI-VORTEX BAFFLE

EL. 120.50

RISER INV. EL. 122.00

1V:3H

LIMITS OF ECVAVATION

72" RISER

VARIES

1V:3H 1V:3H

EL.137.00

RIPRAP

EL. 134.00

24" R200 RIPRAP

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

OUTLET INV. EL. 121.00

EL. 117.00

48" R200 RIPRAP

C/L RISER C/L EMBANKMENT

EXISTING GROUND

6.00'

C-201

-2

A N

D B

P-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 10 20

FEET

PROFILE - SITE BS-21-01

NOTES:

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.

0 10 20

FEET

PROFILE - SITE BP-21-02

13.50' 14.00' 84.00' 30.00'6.50'

EL. 94.5

RISER INV. EL. 96.00

1V:3H

LIMITS OF ECVAVATION

1V:3H

36" RISER

TOP OF RISER

EL. 113.50

FENSE

ANTI-VORTEX BAFFLE

1V:3H 1V:3H

EL.118.00

IMPERVIOUS UPSTREAM

BLANKET @ EL. 105.00

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

12" GROUTED RIPRAP CRADLE

ENGINEERING FABRIC48" R200 RIPRAP

PIPE ANCHOR

OUTLET INV. EL. 94.00

EL. 90.00

RIPRAP

EL. 100.00

24" R200 RIPRAPENGINEERING FABRIC

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

C/L RISER C/L EMBANKMENT

4.00' 70.50' 40.00' (MIN)

114.50'

4.50'

24" CONDUIT

4.50'

EXISTING GROUND

C/L RISER C/L EMBANKMENT

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

12" GROUTED RIPRAP CRADLE

EL. 98.50

RISER INV. EL. 100.00

1V:3H

LIMITS OF ECVAVATION

TOP OF RISER

EL. 113.00

FENSE

ANTI-VORTEX BAFFLE

60" RISER

1V:3H

1V:3H 1V:3H

EL.118.50

RIPRAP

EL. 100.00

24" R200 RIPRAP

ENGINEERING FABRIC

48" R200 RIPRAP

PIPE ANCHOR

OUTLET INV. EL. 98.00

EL. 95.00

ENGINEERING FABRIC

42" CONDUIT

5.50' 16.50' 14.00' 70.50' 53.00'

IMPERVIOUS UPSTREAM

BLANKET @ EL. 109

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

104.00'

4.00' 60.00' 40.00' (MIN)

4.00'

EXISTING GROUND

5.50'

C-202

-2

A N

D B

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 10 20

FEET

PROFILE - SITE BS-21-03

NOTES:

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.

0 10 20

PROFILE - SITE BP-21-04

TOP OF RISER

EL. 94.00

FENSE

ANTI-VORTEX BAFFLE

EL. 81.50

RISER INV. EL. 83.00

1V:3H

LIMITS OF ECVAVATION

48" RISER

VARIES

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 95.00

24" R200 RIPRAP

ENGINEERING FABRIC

1V:3H 1V:3H

EL.102.00

48" R200 RIPRAP

OUTLET INV. EL. 81.00

EL. 79.00

ENGINEERING FABRIC

48" R200 RIPRAP

24" R200 RIPRAP

14.00' 69.00' 55.00'24.00'5.00'

4.00' 66.00' 40.00' (MIN) 10.00' 4.00'

110.00'

36" CONDUIT

C/L RISER C/L EMBANKMENT

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502 3.00'

EXISTING GROUND

5.00'

TOP OF RISER

EL. 96.00

FENSE

ANTI-VORTEX BAFFLE

EL. 81.50

RISER INV. EL. 83.00

48" RISER

5.00' 18.00' 14.00' 69.00' 95.00'

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

36" CONDUIT

RIPRAP

EL. 95.00

24" R200 RIPRAP

ENGINEERING FABRIC

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

48" R200 RIPRAP

OUTLET INV. EL. 81.00

EL. 79.00

48" R200 RIPRAP

24" R200 RIPRAP

ENGINEERING FABRIC

1V:3H 1V:3H

EL.102.00

VARIES

4.00' 60.00' 40.00' (MIN) 10.00' 4.00'

104.00'

C/L RISER C/L EMBANKMENT

3.00'

CUT DITCH TO DRAIN TO RISER

EXISTING GROUND

5.00'

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

C-203

-2

A N

D B

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 10 20

FEET

PROFILE - SITE BS-21-06

NOTES:

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.

0 20 40

PROFILE - SITE BP-21-07

EL. 78.5

RISER INV. EL. 80.00

1V:3H

LIMITS OF ECVAVATION

36" RISER

TOP OF RISER

EL. 96.00

FENSE

ANTI-VORTEX BAFFLE

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

24" CONDUIT

12" GROUTED RIPRAP CRADLE

48" R200 RIPRAP

OUTLET INV. EL. 78.00

EL. 75.00

ENGINEERING FABRIC

RIPRAP

EL. 97.00

24" R200 RIPRAP

EL. 101.50

4.50' 17.00' 14.00' 79.50' 23.50'

4.00' 69.00' 40.00' (MIN)

113.00'

PIPE ANCHOR

4.00'

1V:3H 1V:3H

EXISTING GROUND

VARIES

4.50'

C/L RISER C/L EMBANKMENT

KEYWAY FILTER DRAINAGE RING

CONNECTING BAND

42" CONDUIT

TOP OF RISER

EL. 92.50

FENSE

ANTI-VORTEX BAFFLE

EL. 78.50

RISER INV. EL. 80.00

LIMITS OF ECVAVATION

72" RISER

1V:3H

12" GROUTED RIPRAP CRADLE

PIPE ANCHOR

RIPRAP

EL. 95.00

24" R200 RIPRAP

ENGINEERING FABRIC

1V:3H

EL.98.00

48" R200 RIPRAP

OUTLET INV. EL. 78.00

EL. 75.00

ENGINEERING FABRIC

48" R200 RIPRAP

24" R200 RIPRAP

6.00' 16.50' 69.00' 60.00'8.00'

4.00' 58.50' 40.00' (MIN) 10.00' 4.00'

102.50'

C/L RISER C/L EMBANKMENT

1V:3H

TWO PIECE RISER WITH

FLANGES SEE FLANGE

DETAIL SHEET C-502

4.00'

41.00'

EXISTING GROUND

14.00'

C-204

-2

A N

D B

S-

-0

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 10 20

FEET

PROFILE - SITE BS-21-08

NOTES:

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.

0 10 20

PROFILE - SITE BP-21-09

EXISTING 36" RISER PIPE

(DO NOT DISTURB)

EXISTING 24" CONDUIT

(DO NOT DISTURB)

EXISTING TOP OF EMBANKMENT

EL. 116.00

EXISTING GROUND

EXISTING PIPE ANCHOR

(DO NOT DISTURB)

EXISTING 24" OF R200 RIPRAP

SILTED IN

EXISTING 24" OF R200 RIPRAP

SILTED IN

PLACE 12" OF NEW R200 RIPRAP

OVER EXISTING RIPRAP

TO EL. 85.00

EXISTING 24" CONDUIT

APPROXIMATE INV. EL. 86.00

SILTED IN

PLACE 24" OF NEW R200 RIPRAP

TIE NEW RIPRAP INTO CREEK BANK

AT EL. 84.00

REMOVE SILT IN OUTLET CHANNEL

AS NECESSARY TO PLACE RIPRAP

76'

3.00' 12.00'

PLACE RIPRAP TO THE

TOP OF ALL EXCAVATION

SLOPE

EXISTING GROUND

EXISTING 36" RISER PIPE

(DO NOT DISTURB)

EXISTING 24" CONDUIT

(DO NOT DISTURB)

EXISTING TOP OF EMBANKMENT

EL. 117.00

EXISTING GROUND

EXISTING PIPE ANCHOR

(DO NOT DISTURB)

EXISTING 24" OF R200 RIPRAP

SILTED IN

EXISTING 24" OF R200 RIPRAP

SILTED IN

PLACE 24" OF NEW R200 RIPRAP

TIE NEW RIPRAP INTO CREEK BANK

AT EL. 84.00

REMOVE SILT IN OUTLET CHANNEL

AS NECESSARY TO PLACE RIPRAP

SLOPE

PLACE RIPRAP TO THE

TOP OF ALL EXCAVATION

170'

PLACE 12" OF NEW R200 RIPRAP

OVER EXISTING RIPRAP

TO EL. 85.00

EXISTING 24" CONDUIT

APPROXIMATE INV. EL. 86.00

SILTED IN

12.00'3.00'

EXISTING GROUND

C-205

-6

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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 10 20

FEET

PROFILE - SITE BPC-62

NOTES:

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.

2. OUTLETS ON SITES BPC-62 AND BPC-63 ARE SILTED IN AND NEED TO BE

EXCAVATED TO ALLOW FOR OUTLET PIPE DRAINAGE. KEEP EXCAVATION

TO A MINIMUM AND RIPRAP TO THE TOP OF ALL EXCAVATION.

3. CONTRACTOR TO MINIMIZE EXISTING VEGETATION DISTURBANCE.

4. EXCAVATED MATERIAL TO BE PLACED AS DIRECTED BY THE

CONTRACTING OFFICER A MINIMUM OF 50' FROM TOP BANK,

COMPACTED, FERTILIZED, SEEDED, AND MULCHED.

0 12 24

PROFILE - SITE BPC-63

RIPRAP DETAILS

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'

CONDUIT

12" GROUTED RIPRAP CRADLE

FILTER DRAINAGE RING

PERVIOUS FILL

RISER FENCE

SEE DETAILS SHEET C-503

ANTI-VORTEX BAFFLE

SEE DETAILS SHEET C-503

CONCRETE TOP SLAB

SEE DETAILS SHEET C-502

RISER

VARIES

SEE SITE PLANS

VARIES

SEE SITE PLANS

C /L

E M

CONDUIT

TOP BANK OF

EXISTING STREAM

OR EXCAVATION

LIMITS OF EROSION CONTROL MATTING

SEE DETAILS SHEET C-504

N S

LIMITS OF RIPRAP

R200 RIPRAP

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.

LIMITS OF LIME TREATMENT

SEE GROSS CONSTRUCTION

GRADE DETAILS SHEET C-504

3' (MIN.)

ENGINEERING FABRIC

3' (MIN.)

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

1/3 LENGTH OF CONDUIT

R200 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

SCALE: NONE

ANCHOR TRENCH DETAIL

12" (MIN.)OVERLAP

12"

ANCHOR TRENCH BACKFILL

ENGINEERING FABRIC

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.

NOTE:

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

ENGINEERING FABRIC INSTEAD OF ANCHORING 3' INTO THE SOIL.

C-501

M O

R R

O W

N W

. W

E, P

-X

X- X-

2E E-

-B

-0

R G

, M S

O N

R G

/M R

&T , B

U N

T R

O N

U C

, P

I C

O M

A, B

, S U

O W

S H

Y 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

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

6" 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 6" 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…

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File details come from the government source that posted it. Updated Jun 2, 2023.