17b0014.pdf

PDF 17 MB Posted Jul 26, 2017

Attached to: Grenada Lake Berm Ditch Federal contract opportunity
Solicitation number: W912EE-17-B-0014
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

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S O

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®of Engineers

US Army Corps

U .S

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US Army Corps

R M

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R R

E n g in e e ri n g C o n s tr u c ti o n

D iv is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

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G-001G-001

IDENTIFICATION

SHEET

C O

V E

R S

H E

E T

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

®of Engineers

US Army Corps of Engineers

US Army Corps

C h ie f, D e s ig n B ra n c h

C O

L E

D is tr ic t E n g in e e r

A P

P R

O V

A L R

E C

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P R

O V

E D B

Vicksburg District

C h ie f, E n g in e e ri n g C o n s tr u c ti o n D iv is io n

Solicitation: W912EE-17-B-0014

Contract: W912EE-17-C-00XX

GRENADA COUNTY

GRENADA, MISSISSIPPI

YAZOO BASIN MISSISSIPPI PROJECT OFFICE

FLOOD CONTROL, MISSISSIPPI RIVER AND TRIBUTARIES

PAVING OF UPPER BERM DITCH

GRENADA LAKE 2017

JULY 2017

SHEET DESCRIPTION

G-001

G-002

COVER SHEET

INDEX TO DRAWINGS

C-104

C-101

C-102

C-503B

C-501

C-502

GENERAL PLAN (SHEET 1 OF 3)

GENERAL PLAN (SHEET 2 OF 3)

MISCELLANEOUS DETAILS

C-503

C-503A

C-503C

C-504 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS

C-103 GENERAL PLAN (SHEET 3 OF 3)

PROFILE (UPPER BERM DITCH) STA. 43+40.00 TO STA. 58+40.00

PROFILE (UPPER BERM DITCH) STA. 58+40.00 TO STA. 88+40.00

PROFILE (UPPER BERM DITCH) STA. 88+40.00 TO STA. 118+40.00

PROFILE (UPPER BERM DITCH) STA. 118+40.00 TO STA. 148+40.00

CROSS SECTION OF DAM AND PROFILE (UPPER BERM DITCH) STA. 148+40.00 TO STA. 153+44.00C-503D

GRENADA DAM PHOTOGRAPHS

INDEX TO DRAWINGS, PROJECT LOCATION AND VICINITY MAPS

PROJECT LOCATION

GRENADA COUNTY

MISSISSIPPI

4 MILES

S O

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B M

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L E

P L

O T D

A T

D A

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M A

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D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

G-002

W E

E -1

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E -1

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D A C

O U

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G R

E N

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IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

A N

D V

Y M

A P

D E

X T

O D

R A

G S P

R O J E

C T L

O C

A T

MISSISSIPPI DEPARTMENT OF TRANSPORTATION

PLANNING DIVISION

IN COOPERATION WITH THE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

TRANSVERSE MERCATOR PROJECTION,

STATE PLANE COORDINATE SYSTEM 1983

G-002 SCALE: 1" = 2 MILES

PROJECT LOCATION MAP

NOTES:

PROJECT

LOCATION

NORTH ARROWS SHOWN ARE TRUE NORTH.

CHICKASAWCALHOUNTALLAHATCHIE

MARION LAMAR GREENE

WATHALLWILKINSON

PIKEAMITE

HARRISON

HANCOCK

STONEPEARL RIVER

FORRESTPERRY

JACKSON

GEORGE

LAWRENCE

COPIAH

LINCOLN

FRANKLIN

ADAMS

JEFFERSON

HINDS

CLAIBORNE

WARREN

DAVIS

JEFFERSON

COVINGTON

JONES WAYNE

SIMPSON

SMITH JASPER

NEWTONSCOTT

RANKIN

CLARKE

LAUDERDALE

HOLMES

WASHINGTON

YAZOO

HUMPHREYS

SHARKEY

ISSAQUENA

BOLIVAR

SUNFLOWERLEFLORE

MADISON

ATTALA

LEAKE NESHOBA

WINSTON

KEMPER

NOXUBEE

OKTIBBEHA

CARROLL

GRENADA

MONTGOMERY

CHOCTAW

WEBSTER

LOWNDES

CLAY

MONROE

COAHOMA QUITMAN

TUNICA

PONTOTOC

YALOBUSHA

PANOLA LAFAYETTE

UNION

LEE ITAWAMBA

TIPPAHBENTON

MARSHALLTATE

DE SOTO

TISHOMINGO

PRENTISS

ALCORN

G-002

VICINITY MAP

SCALE: NTS

ANY CONCRETE IN THE AREA AROUND THE DROP INLET.

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER BEFORE PLACING

5. ANY WASHES AND VOIDS UNDERNEATH AND TO THE SIDES OF THE INLETS SHALL BE

4. SEE SHEET C-101 FOR SUPPLY/LAYOUT AREA LOCATIONS.

OFFICE THRU THE CONTRACTING OFFICER.

3. FOR LOCATIONS AND ELEVATIONS OF THE PIEZOMETER, CONTACT THE LAKE

MOVING FORWARD TO THE NEXT 1200 LINEAR FEET.

PLACEMENT CAULKING, SEEDING AND SODDING, ETC. HAS BEEN COMPLETED BEFORE

BEEN REMOVED FROM THE DAM AND PLACED IN THE DISPOSAL AREA AND ALL CONCRETE

UNTIL ALL CONTRACT WORK SUCH AS BACKFILL, EXCESS EXCAVATION AND DEBRIS HAS

SHALL NOT CONTINUE ANY CONCRETE DITCH CONSTRUCTION BEYOND 1200 LINEAR FEET

2. CONTRACTOR SHALL WORK IN 1200 LINEAR FEET SEGMENTS AT A TIME. CONTRACTOR

RESET IF REMOVED.

EXISTING PIEZOMETERS ARE NOT TO BE DISTURBED AND MARKER POLES ARE TO BE

1. THERE ARE SOME PIESOMETERS THAT FALL AT THE EDGE OF THE DITCH LINE. THESE

GENERAL NOTE:

S O

A T

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E N

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C K

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N E

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US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

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K S

B U

R G D

T R

K S

B U

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D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

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N T

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C-101C-101

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

400'100'

SCALE: 1" = 200'

0 200'

MID POINT RIDGE.

THERE SHALL BE NO VALLEYS OR RIDGES OTHER THAN AT THE

TWO DROP INLET TO ALLOW DRAINAGE TO BOTH DROP INLETS.

THE DITCH SHALL BE 6" HIGHER THAN THE HIGHEST OF THE

AT THE MID POINT BETWEEN EACH OF THE DROP INLETS,

GENERAL DESIGN NOTE:

O L

D H

W Y (H

W Y

P A

V E

D D

GRENADA LAKE

30+00 35+00 40+00 45+00 50+00 55+00 60+00 65+00 70+00 75+00 80+0025+0

TOE ROAD

UPPER BERM DITCH

CENTER LINE OF

CLCL

C UPPER DITCHL

LIMITS

CONSTRUCTION

SCENIC LOOP 333 (TOP OF DAM)

AREA

STORAGE/LAYOUT

SUPPLY

DRAIN LINE

EXISTING UNDERGROUND

STOPPED

PREVIOUS CONSTRUCTION

AT STATION 46+00 WHERE

START CONSTRUCTION

LOWER BERM DITCH

CENTER LINE OF

SATISFACTION OF THE CONTRACTING OFFICER BEFORE PLACING ANY CONCRETE IN THE AREA AROUND THE DROP INLET.

5. ANY WASHES AND VOIDS UNDERNEATH AND TO THE SIDES OF THE INLETS SHALL BE REPAIRED TO THE

4. SEE SHEET C-101 FOR SUPPLY/LAYOUT AREA LOCATIONS.

OFFICER.

3. FOR LOCATIONS AND ELEVATIONS OF THE PIEZOMETER, CONTACT THE LAKE OFFICE THRU THE CONTRACTING

TO THE NEXT 1200 LINEAR FEET.

CONCRETE PLACEMENT CAULKING, SEEDING AND SODDING, ETC. HAS BEEN COMPLETED BEFORE MOVING FORWARD EXCESS EXCAVATION AND DEBRIS HAS BEEN REMOVED FROM THE DAM AND PLACED IN THE DISPOSAL AREA AND ALL CONCRETE DITCH CONSTRUCTION BEYOND 1200 LINEAR FEET UNTIL ALL CONTRACT WORK SUCH AS BACKFILL,

2. CONTRACTOR SHALL WORK IN 1200 LINEAR FEET SEGMENTS AT A TIME. CONTRACTOR SHALL NOT CONTINUE ANY

NOT TO BE DISTURBED AND MARKER POLES ARE TO BE RESET IF REMOVED.

1. THERE ARE SOME PIESOMETERS THAT FALL AT THE EDGE OF THE DITCH LINE. THESE EXISTING PIEZOMETERS ARE

GENERAL NOTE:

400'100'

SCALE: 1" = 200'

0 200'

MID POINT RIDGE.

THERE SHALL BE NO VALLEYS OR RIDGES OTHER THAN AT THE

TWO DROP INLET TO ALLOW DRAINAGE TO BOTH DROP INLETS.

THE DITCH SHALL BE 6" HIGHER THAN THE HIGHEST OF THE

AT THE MID POINT BETWEEN EACH OF THE DROP INLETS,

GENERAL DESIGN NOTE:

GRENADA LAKE

85+00 90+00 95+00 100+00 105+00 110+00 115+00 120+00 125+00 130+00 135+00 80+00

TOE ROAD

CL CL

UPPER BERM DITCH

CENTER LINE OF

SCENIC LOOP 333

UPPER ROAD

(TYPICAL)

EVERY 400 FEET

AND LOWER DITCHES

DROP INLETS IN UPPER

LIMITS

CONSTRUCTION

LIMITS

CONSTRUCTION

SCENIC LOOP 333 (TOP OF DAM)

SILT FENCE

BY CONTRACTOR SUPPLIED

DISPOSAL SITE CONTAINED

GOVERNMENT FURNISHED

EXISTING PAVED DITCH

AREAS

SEE SHEET C-101 FOR SUPPLY/LAYOUT

CONSTRUCTION REQUIREMENTS.

GIVEN BY THE CORPS DEPENDING ON

DITCH . EXCEPTIONS TO THIS MAY BE

AT THE START AND END OF UPPER

LINE FOR UPPER DITCH AND 30 FEET

FEET EITHER SIDE OF THE CENTER

CONSTRUCTION LIMITS - RUN 30

DITCH

EXISTING CONCRETE

TIE NEW DITCH TO

SECTION C-503D)

FEET UNDERGROUND. (DAM CROSS

LOWER DITCHES ARE TWO TO FOUR

RUNNING BETWEEN THE UPPER AND

EXISTING UNDERGROUND DRAIN LINES

S O

A T

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C K

D B

D E

N E

D B

D E

S C

2 3

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P R

D A

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E N

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B M

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P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

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D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

(S H

E E

T O

G E

N E

R A

L P

L A

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

C-102C-102

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

MID POINT RIDGE.

THERE SHALL BE NO VALLEYS OR RIDGES OTHER THAN AT THE

TWO DROP INLET TO ALLOW DRAINAGE TO BOTH DROP INLETS.

THE DITCH SHALL BE 6" HIGHER THAN THE HIGHEST OF THE

AT THE MID POINT BETWEEN EACH OF THE DROP INLETS,

GENERAL DESIGN NOTE:

ANY CONCRETE IN THE AREA AROUND THE DROP INLET.

REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFICER BEFORE PLACING

5. ANY WASHES AND VOIDS UNDERNEATH AND TO THE SIDES OF THE INLETS SHALL BE

4. SEE SHEET C-101 FOR SUPPLY/LAYOUT AREA LOCATIONS.

OFFICE THRU THE CONTRACTING OFFICER.

3. FOR LOCATIONS AND ELEVATIONS OF THE PIEZOMETER, CONTACT THE LAKE

MOVING FORWARD TO THE NEXT 1200 LINEAR FEET.

PLACEMENT CAULKING, SEEDING AND SODDING, ETC. HAS BEEN COMPLETED BEFORE

BEEN REMOVED FROM THE DAM AND PLACED IN THE DISPOSAL AREA AND ALL CONCRETE

UNTIL ALL CONTRACT WORK SUCH AS BACKFILL, EXCESS EXCAVATION AND DEBRIS HAS

SHALL NOT CONTINUE ANY CONCRETE DITCH CONSTRUCTION BEYOND 1200 LINEAR FEET

2. CONTRACTOR SHALL WORK IN 1200 LINEAR FEET SEGMENTS AT A TIME. CONTRACTOR

RESET IF REMOVED.

EXISTING PIEZOMETERS ARE NOT TO BE DISTURBED AND MARKER POLES ARE TO BE

1. THERE ARE SOME PIESOMETERS THAT FALL AT THE EDGE OF THE DITCH LINE. THESE

GENERAL NOTE:

400'100'

SCALE: 1" = 200'

0 200'

GRENADA LAKE

TOE ROAD

TOE ROAD RAMP

135+00 140+00 145+00 150+00

155+00

160+00

UPPER DITCH

LOWER DITCH

SCENIC LOOP 333 (TOP OF DAM)

Elev. 229.136

GRATE UBI 145+80

TBM NW CORNER STEEL

Elev. 204.143

GRATE UBI 137+53

TBM NW CORNER STEEL

LAYOUT AREA-TRAILER LOCATION AND SUPPLY STORAGE

NTS

PIEZOMETER LOCATIONS (SEE SHEET C-104 FOR PHOTO OF tp-21)

(DAM CROSS SECTION C-503D)

TO FOUR FEET UNDERGROUND.

LOWER DITCHES ARE TWO

BETWEEN THE UPPER AND

DRAIN LINES RUNNING

EXISTING UNDERGROUND

ELEVATIONS AT EXISTING DROP INLETS

OF CONSTRUCTION

30 FEET BEYOND END

WORKING LIMITS ARE

BEYOND LAST DROP INLET

GROUND APPROX. 20 TO 50 FT

TO TIE IN TO EXISTING

END OF CONSTRUCTIONTIE TO EXISTING CONC. DITCH

400 FEET

ARE PLACED EVERY

EXISTING DROP INLETS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

(S H

E E

T O

G E

N E

R A

L P

L A

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

C-103C-103

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P tp-21

UPPER AND LOWER DITCHES

EXISTING CONCRETE WORK

UPPER BERM DITCHUPPER BERM DITCH

LOWER BERM DITCH

BETWEEN STA. 131+80 AND 135+81

EXISTING CONCRETE CONSTRUCTION

OF RISER IS 181.2

tp-21 ELEVATION AT TOP

AT DROP INLET AT STA 46+03

START CONSTRUCTION OF DITCH

UPPER DITCH SEE NOTE ON C-502

SIMILAR TO THOSE ON THE

INLET ON LOWER DITCH IS

EXISTING 3 X 3 CONCRETE DROP

BERM INLET

TYPICAL EXISTING 3 X 3 FOOT

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

G R

E N

A D

A M P

H O

T O

G R

A P

H S

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

C-104C-104

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

GENERAL NOTES:

1/8 "

1" Z

1/8 "R

SCORED JOINT

SCALE: NTSC-501

1'-0" 1'-0"

CENTERED IN SLAB

" x12" SMOOTH DOWELS @ 12" O.C.2

1 ON 1

EXISTING CONCRETE DITCH

TYPICAL DITCH JOINT DETAILS

SPECIFICATIONS

JOINT SEALANT MATERIAL, SEE

SAW CUT JOINT AND FILL WITHINDUCED CRACK

SAW CUT JOINT

JOINT SEALER

1/8 "

2" 2"

SEE SPECIFICATIONS

6 X 6 WWF

DEPTH

" MIN2

CONSTRUCTION JOINT DOWELED EXPANSION JOINT

" MAX.8

" MIN.8

(SEE SPECIFICATIONS)

" MAX. JOINT SEALANT MATERIAL2

SEE SPECIFICATIONS

" MAX. EXPANSION JOINT MATERIAL, 2

HEAVY GREASE

WITH END OF DOWEL WITH

8" CAP MIN. REQUIRED. COAT

OFFICER

DIRECTION OF THE CONTRACTING

STRENGTH EPOXY GROUT, AT THE

WITH RAPID SETTING, HIGH

OR PREVIOUSLY PLACE CONCRETE

BARS SHALL BE SET INTO EXISTING

SHALL BE 100' O.C. BETWEEN DROP INLETS.

SCORED OR SAW CUT JOINTS SHALL BE 10' O.C., EXPANSION JOINTS NOTE:

2 E

SCALE: NTS

C-501 SCALE: NTSC-501

TYPICAL SECTION OF END OF DITCH FOOTINGSECTION B-B THRU TYPICAL DITCH

TYPE D WATERSTOP

@ A MAXIMUM OF EVERY 100 FEET

PLACE DOWELED EXPANSION JOINT

NOTE:

SOD

1 O N

H H

SOD

BERM

C C

6 X 6 WWF

@ 12" O.C

#4 BARS IN 5 STIRRUPS

CONTINUOUS IN FOOTER

2 #4 BARS IN BOTTOM

2 # 4 BARS IN TOP AND

6 X 6 WWF

TYP. TYP.

1V ON 2.5H

WALL (TYPICAL)

TO FORM FIT THE WING

RAP WWF IN A CAGE

ON 2

.5H

ON 2

.5H

J JJJ A

ALL UNITS ON ALL SHEETS ARE IN FEET AND INCHES.8.

CONTRACTING OFFICER.

ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE SODDED AS DIRECTED BY THE 7.

REQUIRED BY CONTRACTING OFFICER

CONSTRUCTION JOINTS SHALL BE REQUIRED AT THE END OF EACH CONCRETE PLACEMENT, OR AS 6.

EDGE WITH 1/2" RADIUS OR HAVE A 3/4" CHAMFER EDGE.

ALL EXPOSED EDGES OF CONCRETE PAVED DITCH SHALL EITHER HAVE TOOLED ROUNDED 5.

MATERIAL UNDERNEATH THE DITCH.

CONTRACTOR MAY ELECT TO USE CL OR CH COMPACTABLE EARTH AS FOUNDATION 4.

EITHER A SCORED OR SAW CUT JOINT @ A MAXIMUM SPACING OF 10'.USE

CONTRACTOR SHALL USE A DOWELED EXPANSION JOINT @ A MAXIMUM OF 100', AND SHALL 3.

NO VAPOR BARRIER MATERIAL SHALL BE PLACED UNDER THE CONCRETE DITCH AREAS2.

REINFORCED. SEE SPECIFICATIONS.

ALL CONCRETE DITCHES, INCLUDING TRANSITIONS AND SLOPE DRAIN OUTLETS SHALL BE1.

JOINT SEALER

SEE SPECIFICATIONS

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C E

L L

A N

E O

U S D

E T

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

C-501C-501

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

IN FOOTER

" CHAMFER4

(AS REQ)

SOD MIN. 4.0'

4 # 4 BARS CONTINOUS

DIMENSIONS (FT.)

SECTION

DITCH

A B

4.0 2.0

C D

DITCH & SOD SECTION DIMENSIONS

UPPER DITCH

BERM SIDEUPPER SIDE

E F

1.33

GSOD MIN. SOD MIN.

.33

6 X 6 WWF

1.0

I J

.6253.75 .5

DUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERWAYS

6'-0"

3'-0"

1'-6"1'-6"

C B

AC L

B D

S O

D S

O D

SOD AREASOD AREA

SOD AREA

DOWELED EXPANSION JOINT

TOP EDGE OF CONCRETE DITCH

DOWELED EXPANSION JOINT DOWELED EXPANSION JOINT

SOD AREA

10' O.C.

SCORED JOINT

10'-0"

SCALE: NTS

PLAN VIEW AT TYPICAL DROP INLET

10'-0" 10'-0"

1'-0"1 ON 1 1'-0"

OFFICER

THE DIRECTION OF THE CONTRACTING

HIGHSTRENGTH EPOXY GROUT, AT

PLACED CONCRETE SHALL BE SET IN

DOWELS IN EXISTING OR PREVIOUSLY

WING WALL

SCALE: NTS

LONGITUDINAL SECTION AT TYPICAL DROP INLET

DIMENSIONS (FT.)

SECTION

DITCH

A B

4.0 2.0

C D

DITCH & SOD SECTION DIMENSIONS

UPPER DITCH

BERM SIDEUPPER SIDE

E F G HSOD MIN. SOD MIN. I

1.5

SCALE: NTS

TYPICAL CROSS SECTION A-A AT DROP INLET

DOWELED EXPANSION JOINT

1.0.33

ON SHEET C-501

NOTE: DROP INLETS ARE EXISTING

UPPER (TOP OF DAM) SIDE

WING WALL

C B

A CL

B D

S O

D S

O D

SOD AREA

10' O.C.

SCORED JOINT

WING WALL

TOP EDGE OF CONCRETE DITCH

SOD AREA

WING WALL

10'-0"

FROM FLAT BOTTOM TO WING WALL

TRANSITION LINE OF DITCH

FROM FLAT BOTTOM TO WING WALL

TRANSITION LINE OF DITCH

BOTH DROP INLET

ELEVATION OF

SLOPE DEPENDS ON

BOTH DROP INLET

ELEVATION OF

SLOPE DEPENDS ON

BOTH DROP INLETS

ELEVATION OF

SLOPE DEPENDS ON

BOTH DROP INLETS

ELEVATION OF

SLOPE DEPENDS ON

" MAX. JOINT SEALANT MATERIAL2

EXISTING DROP INLET & CONCRETE PAD

NOTE: DROP INLETS ARE EXISTING

5'-0"

SCALE: NTS

10' O.C.

SCORED JOINT

JOINT

DOWELED EXPANSION

PAVED DITCH

EXISTING CONCRETE

EXISTING DITCH

TRANSITION TO

FLAT DITCH

EXISTING CONCRETE

WINGWALL

EXISTING PAVED

AREAS

SOD DISTURBED

AREAS

SOD DISTURBED

WINGWALL

EXISTING PAVED

WING WALL

DROP INLETS

ELEVATION OF

SLOPE DEPENDS ON

PAVED DITCH

EXISTING CONCRETE

PAVED DROP INLET PAD

EXISTING CONCRETE

SEALANT MATERIAL

" MAX. JOINT 2

JOINT

EXPANSION

DOWELED

SOD AREA

SMALLER CONCRETE DITCH

SECTION TIE TO EXISTING

BERM SIDE

.6253.75

OFFICER

THE DIRECTION OF THE CONTRACTING

HIGHSTRENGTH EPOXY GROUT, AT

PLACED CONCRETE SHALL BE SET IN

DOWELS IN EXISTING OR PREVIOUSLY

SEALANT MATERIAL

" MAX. JOINT 2

WING WALL

(AS REQ)

SOD

BERM

SOD

FOOTER TO FORM A CAGE (TYPICAL)

WRAP 6 X 6 WWF IN WINGWALL AND

DASHED LINES

& CONCRETE PAD IN

EXISTING DROP INLET

4'-0" DITCH BEYOND 1V

ON 2

.5H

1V ON 2.5H

J J

END OF DOWEL

HEAVY GREASE 8" CAP MIN REQ. @

" X 12" SMOOTH DOWELS SET IN 2

THE CONTRACTING OFFICER. (SEE PHOTOS ON SHEET C-104)

THE CONTRACTOR DOES AROUND THESE DROP INLETS SHALL BE APPROVED BY

USE A DIFFERENT VERTICAL ANGLE FOR THESE WALLS IN THIS AREA. WHAT EVER

HAVE WING WALLS ALONG THE OUTSIDE OF THE DITCH IN THESE AREAS BUT MAY

THESE DROP INLETS THE FLARING IS NOT REQUIRED. CONTRACTOR SHALL STILL

CONTRACTOR IS NOT REQUIRED TO MAKE THE DROP INLETS LARGER. AROUND

6 FEET SQUARE. THEY HAVE ROUGHLY 8" OF CONCRETE AROUND THEM.

2. THERE ARE THREE DROP INLETS THAT ARE ABOUT 3 FEET SQUARE RATHER THAN

IDENTIFIED AS:

ARE TO BE TIED TO THEM . THE DROP INLETS SHOWN ON THIS SHEET ARE

SHEETS C-101, C-102 AND C-103. CONCRETE DITCH UNDER THIS CONTRACT

AND ARE SPACED APPROXIMATELY 400 FEET APART AND SHOWN ON

1. DROP INLETS AND CONCRETE APRON AROUND EACH ONE ARE EXISTING

NOTE:

END OF DOWEL

HEAVY GREASE 8" CAP MIN REQ. @

" X 12" SMOOTH DOWELS SET IN 2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C E

L L

A N

E O

U S D

E T

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

C-502C-502

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

0 10'

VERT. SCALE: 1"=5'

5'40'

HORIZ. SCALE:1''=20'

0 20'10'

235235

43+40 44+00 45+00 46+00 47+00 48+00 48+40

235235

48+40 49+00 50+00 51+00 52+00 53+00 53+40

235235

53+40 54+00 55+00 56+00 57+00 58+00 58+40

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

E L E

T N

A V

L E

T N

A V

L E

T N

A V

E L E

T N

A V

L E

T N

A V

L E

T N

A V

EXIST. DROP INLET

INVERT OF EXISTING DRAINAGE

STATION 43+40 thru 48+40

STATION 48+40 thru 53+40

STATION 53+40 thru 58+40

(START WORK AT THIS INLET)

EXIST. DROP INLET

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

S T

A .0

O S

T A .0

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

(U P

P E

R B

E R

M D

C H

P R

O F

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

C-503

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

5'40'

HORIZ. SCALE:1''=20'

0 20'10'

235235

58+40 59+00 60+00 61+00 62+00 63+00 63+40

235235

63+40 64+00 65+00 66+00 67+00 68+00 68+40

235235

68+40 69+00 70+00 71+00 72+00 73+00 73+40

235235

73+40 74+00 75+00 76+00 77+00 78+00 78+40

235235

78+40 79+00 80+00 81+00 82+00 83+00 83+40

235235

83+40 84+00 85+00 86+00 87+00 88+00 88+40

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

EXIST. DROP INLET

EXIST. DROP INLET EXIST. DROP INLET

EXIST. DROP INLET

STATION 58+40 thru 63+40

STATION 63+40 thru 68+40

STATION 68+40 thru 73+40

STATION 73+40 thru 78+40

STATION 78+40 thru 83+40

STATION 83+40 THRU 88+40

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C-503A

(U P

P E

R B

E R

M D

C H

P R

O F

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

S T

A .0

O S

T A .0

5'40'

HORIZ. SCALE:1''=20'

0 20'10'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C-503B

(U P

P E

R B

E R

M D

C H

P R

O F

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

235235

88+40 89+00 90+00 91+00 92+00 93+00 93+40

235235

93+40 94+00 95+00 96+00 97+00 98+00 98+40

235235

98+40 99+00 100+00 101+00 102+00 103+00 103+40

235235

103+40 104+00 105+00 106+00 107+00 108+00 108+40

235235

108+40 109+00 110+00 111+00 112+00 113+00 113+40

235235

113+40 114+00 115+00 116+00 117+00 118+00 118+40

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

EXIST. DROP INLET

STATION 88+40 thru 93+40

STATION 93+40 thru 98+40

STATION 98+40 thru 103+40

STATION 103+40 thru 108+40

STATION 108+40 thru 113+40

STATION 113+40 thru 118+40

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

ADJACENT DROP INLETS

THAN HIGHEST OF THE TWO

MID POINT 6 INCHES HIGHER

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

S T

A .0

O S

T A

5'40'

HORIZ. SCALE:1''=20'

0 20'10'

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C-503C

(U P

P E

R B

E R

M D

C H

P R

O F

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

235235

118+40 119+00 120+00 121+00 122+00 123+00 123+40

235235

123+40 124+00 125+00 126+00 127+00 128+00 128+40

235235

128+40 129+00 130+00 131+00 132+00 133+00 133+40

235235

133+40 134+00 135+00 136+00 137+00 138+00 138+40

235235

138+40 139+00 140+00 141+00 142+00 143+00 143+40

235235

143+40 144+00 145+00 146+00 147+00 148+00 148+40

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

INVERT OF PROPOSED DRAINAGE

EXISTING GRADE

TIE INTO EXIST. CONC. PAVEMENT

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

E L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

L E

T N

A V

EXIST. DROP INLET

NO WORK TO BE DONE IN THIS AREA

STATION 118+40 thru 123+40

STATION 123+40 thru 128+40

STATION 128+40 thru 133+40

STATION 133+40 thru 138+40

STATION 143+40 thru 148+40

138+40 thru 143+40

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

S T

A .0

O S

T A

5'40'

HORIZ. SCALE:1''=20'

0 20'10'

UPSTREAM

DOWNSTREAM

UPPER BERM

LOWER BERM

(EXISTING DRAINAGE SYSTEM)

TYPICAL SECTION OF DAM

40'-0" 65'-0" 10'-0" 10'-0"75'-0"

1V ON 2.5H

1V ON 3H

EL. 256.0 TOP OF DAM

DAM CREST

EL. 'A'

EL. 'C'

EL. 'B'

EL. 'D'

VARIES

@ 400' TYPICAL

UPPER BERM INLET

1V ON 3.5H

LOWER BERM INLET

PAVED TOE DRAINAGE DITCH

TOE ROAD CENTERLINE

SLOPE DRAIN PIPE

20'-0" 20'-0"

20'-0"20'-0"

LC of DITCH

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

C-503D

Y A

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

P E

R B

E R

M D

C H

C R

O S

S S

E C

N O

F D

A M A

N D P

R O

J U

L Y

J U

L Y

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

235235

148+40 149+00 150+00 151+00 152+00 153+00 153+44

INVERT OF PROPOSED DRAINAGEEXISTING GRADE

TIE INTO EXIST. GRADE

E L E

T N

A V

E L E

T N

A V

EXIST. DROP INLET

STATION 148+40 thru 153+44

(TYPICAL)

OF THE TWO ADJACENT DROP INLETS

MID POINT 6 INCHES HIGHER THAN HIGHEST

S T

A .0

O S

T A

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

N D

A T

E A

P P

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

K S

B U

R G D

T R

K S

B U

R G

P I

A N

S I

D of Engineers

US Army Corps

R M

R o b G re e n

R R

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

C O

N T

R A

C T N

W E

E -1

-B -0

W E

E -1

-C -0

X G

R E

N A

D A C

O U

N T

G R

E N

A D

P I

T Y

A L D

E T

S P

R E

V E

N T

N P

L A

N S

T O

R M W

A T

E R P

O L

L U

Z O

O B

A S

P I P

R O J E

C T S O

F F

F L

O O

D C

O N

T R

O L

P I

E R A

N D T

U T

A R

L Y

J U

L Y

C-504

P A

G O

U P

P E

R B

E R

M D

C H G

R E

N A

D A L

A K

Y Y

G O

F U

P P

E R B

E R

M D

E N

A D

A L

A K

IDENTIFICATION

SHEET

D e s ig n B ra n c h

E n g in e e ri n g C o n s tr u c ti is io n

A rc h it e c tu ra l-

C iv il -M e c h a n ic a l- E le c tr ic a l S e c ti o n

D a v id L

W a ll a c e P

FLOW

1. EXCAVATE THE TRENCH.

WIDTH

BALE

2. PLACE BALES TIGHTLY TOGETHER AND STAKE.

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

STRAW BALE DETAILS

CONSTRUCTION OF A STRAW BALE BARRIER

SCALE: NONE

(FILLED BY WEDGING WITH STRAW).

3. GAPS BETWEEN BALES SHALL BE CHINKED

FLOW

PLAN

POINTS A SHOULD BE HIGHER THAN POINT B

B A

F L

O W

A X

RUNOFF

STEEL OR WOOD POST

SIDE OF POST.

ATTACH SECURELY TO UPSTREAM

FILTER FABRIC -

MATERIAL.

AS SHOWN AND BACKFILL WITH COMPACTED

EXCAVATE, LINE WITH FILTER FABRIC

4" x 4" TRENCH -

STORAGE HEIGHT.

9" (MAX. RECOMMENDED)

6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.

10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -

STORM WATER POLLUTION PREVENTION PLAN

SCALE: NONE

SILT SCREEN FENCE IN DRAINAGE

ELEVATION SECTION

IF WIRE MESH SUPPORT IS NOT USED.

EXTRA STRENGTH FILTER FABRIC REQUIRED

SCALE: NONE

CONSTRUCTION ENTRANCE & EXIT DETAILS

SILT SCREEN FENCE DETAILS

SCALE: NONE

ELEVATION

MEASURES ARE ESTABLISHED.

AND SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATIVE

PRACTICES SHALL BE IMPLEMENTED PRIOR TO BEGINNING WORK

UPSTREAM ON AN INLET. INLET PROTECTION BEST MANAGEMENT

LAND DISTURBING ACTIVITIES ARE OCCURRING WITHIN 400 FEET

ACTIVITIES ARE OCCURRING ADJACENT TO THE INLET OR

AROUND ALL DROP INLET GRATES WHEN LAND DISTURBING

4. PROPER BEST MANAGEMENT PRACTICES SHALL BE PLACED

TO MAXIMIZE PONDING EFFICIENCY.

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS

PERMANENTLY STABILIZED.

WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT

REMOVE SEDIMENT WHEN NECESSARY.

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND

NOTES:

COARSE AGGREGATE

50' MIN. LENGTH

AS REQ'D

WIDTH

6" MIN. DEPTH

HARD

SURFACE

PUBLI

ROAD

File details come from the government source that posted it. Updated Nov 14, 2017.