W9126G-15-R0001Vol1AddicksStructuralPlans.pdf

PDF 21 MB Posted Jun 4, 2015

Attached to: USACE Galveston District - Addicks and Barker Dams
Solicitation number: W9126G-15-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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Vol 1 Addicks Structural Plans

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File	Type	Posted
W9126G-15-R0001Vol1Addicks-Arch-Mech-Util-Elec-Plans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR715ThruR729.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansCG161ThruCX101.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeneralPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerCivilPlansCG153ThruCX101.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR715ThruR726.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerGeneralPlans.pdf	PDF	Jun 4, 2015
VOL2B-PLANS_W9126G-15-R-0001-2.pdf	PDF	Jun 4, 2015

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D E

F U

L L S

E D

M O

R A

STRUCTURAL NOTES

S-001

T R

U C

T U

R A

O T

M D S -0

.d g n f'c=3,600 psi.

7 52

BAR

SIZE

TOP

BARS

4037 29

TOP

BARS

fy=60,000 psi.

OTHER

BARS

OTHER

BARS

8 68 49 53 38

9 87 62 67 48

19 20 14

10 78 85 60

11 96 74

CLASS B SPLICES, IN. DEVELOPMENT, IN.

f'c=4,000 psi.

TOP

BARS

38 27

TOP

BARS

fy=60,000 psi.

OTHER

BARS

OTHER

BARS

65 50 36

82 63 45

20 14

80 57

98 70128

CLASS B SPLICES, IN. DEVELOPMENT, IN.

TOP

BARS

35 25

TOP

BARS

fy=60,000 psi.

OTHER

BARS

OTHER

BARS

58 45 32

74 57 40

20 14

72 51

88 63114

CLASS B SPLICES, IN. DEVELOPMENT, IN.

TO BE USED FOR MAINTENANCE BRIDGE

1.5.

IF BARS ARE EPOXY COATED, THEN THE SPLICE AND DEVELOPMENT LENGTHS IN THE TABLE ABOVE SHALL BE MULTIPLIED BY A FACTOR OF

* NOTE: IF ABOVE CONDITIONS ARE NOT MET THEN THE ACI 318 CODE SHALL BE USED TO DETERMINE NEW DEVELOPMENT AND SPLICE LENGTHS.

OR 1.5 FOR ALL OTHER LENGTHS):

DEVELOPMENT LENGTHS GIVEN ARE FOR EPOXY COATED REINFORCEMENT (FOR CARBON STEEL REINFORCEMENT DIVIDE BY EITHER 1.2 FOR LENGTHS TAKEN FROM THE TABLE

6 TIMES THE BAR DIAMETER IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE CODE. OTHERWISE MULTIPLY THE DEVELOPMENT LENGTHS IN THE TABLE BELOW BY 1.25. ALL

2. THE FOLLOWING TABLE CAN BE USED WHEN THE CLEAR COVER IS GREATER THAN 3 TIMES THE BAR DIAMETER OR WITH CLEAR SPACING BETWEEN BARS GREATER THAN

203 16 15 12 20 15 1216 20 15 1216

104 91 f'c=3,000 psi.

7 81

BAR

SIZE

TOP

BARS

6262 48

TOP

BARS

fy=60,000 psi.

OTHER

BARS

OTHER

BARS

8 93 71 71 55

9 80 80 62

29 29 22

10 91 91 70

11 77

CLASS B SPLICES, IN. DEVELOPMENT, IN.

f'c=4,000 psi.

TOP

BARS

TOP

BARS

fy=60,000 psi.

OTHER

BARS

OTHER

BARS

CLASS B SPLICES, IN. DEVELOPMENT, IN.

TO BE USED FOR ALL STRUCTURES EXCEPT MAINTENANCE BRIDGE

87 67

101101

LINKBELT HTT-86100 CRANE W/ 41,370 LB LOAD

HL-93 LIVE LOAD

BRIDGE DESIGN LOADINGS:

ASTM A36 GR. 36 fy= 36 KSI

TRASH RACK

ASTM A572 GR. 50 fy=50 KSI

TRANSITION

MINIMUM f'c = 3,000 PSI @ 28 DAYS

MUD SLAB

EPOXY COATED REINFORCEMENT GR. 60 AASHTO M284 / ASTM A775

(TEXAS DOT) CLASS S CONCRETE f'c= 4,000 PSI @ 28 DAYS

BRIDGE DECK

TENSION TO 0.75fpu fpy= 243 KSI fpu= 270 KSI

½" ø LOW RELAXATION STRANDS GR. 270 AASHTO M203 / ASTM A416

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 AASHTO M31 / ASTM A615

(TEXAS DOT) CLASS H CONCRETE f'ci= 5,000 PSI f'c= 6,500 PSI @ 28 DAYS

TXDOT TX40 PRESTRESSED CONCRETE GIRDERS

EPOXY COATED REINFORCEMENT GR. 60 AASHTO M284 / ASTM A775

(TEXAS DOT) CLASS S CONCRETE f'c= 4,000 PSI @ 28 DAYS

ABUTMENT

MAINTENANCE BRIDGE

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 4,000 PSI @ 28 DAYS

INTAKE TOWER

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 4,000 PSI @ 28 DAYS

INTAKE STRUCTURE

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 3,000 PSI @ 28 DAYS

CONDUIT STEEL LINER SUPPORT SLAB

ASTM A572 GR. 50 fy= 50 KSI

CONDUIT LINER

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 4,000 PSI @ 28 DAYS

CONDUIT - CONCRETE ENCASEMENT

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 4,000 PSI @ 28 DAYS

CHUTE SLAB & STILLING BASIN

DEFORMED CARBON STEEL REINFORCEMENT GR. 60 ASTM A615

MINIMUM f'c = 4,000 PSI @ 28 DAYS

APPROACH CHANNEL SLAB & WALLS

MATERIAL TYPES & DESIGN STRENGTHS:

BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2 TIMES THE BAR DIAMETER AND THE CLEAR COVER IS NOT LESS THAN THE BAR DIAMETER, AND FOR TWO BAR BUNDLES:

THAN THE BAR DIAMETER, STIRRUPS OR TIES THROUGHOUT THE DEVELOPMENT LENGTH IS NOT LESS THAN THE ACI CODE MINIMUM OR IF THE CLEAR SPACING OF BARS

1. THE FOLLOWING TABLE CAN BE USED WHEN THE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN THE BAR DIAMETER, CLEAR COVER IS NOT LESS

REINFORCEMENT:

D M

6. ALL BAR BUNDLES SPECIFIED ON THE PLANS SHOULD BE CONSIDERED TO CONSIST OF TWO BARS UNO.

REINFORCING BARS TO BE PLACED IN CAST-IN-PLACE CONCRETE WITHOUT PRIOR REVIEW BY THE CONTRACTING OFFICER.

5. FIELD BEND REINFORCING BARS TO CLEAR INCIDENTAL BOXOUTS WHERE REQUIRED, EXCEPT AS NOTED. BARS CAN ONLY BE BENT ONE TIME. THERE SHALL BE NO CUTTING OF

60,000 PSI.

4. REINFORCEMENT STEEL SHALL BE EITHER EPOXY COATED ASTM A775 / AASHTO M284 OR CARBON STEEL ASTM A615 AS NOTED ON DRAWINGS WITH A YIELD STRENGTH OF

3. STAGGER SPLICES IN ALTERNATE REINFORCING BARS AT LEAST 24 INCHES, UNO ALL HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH ACI STANDARDS.

f'c=5,000 psi. AND HIGHER

6. ALL CONTROL OR CONTRACTION JOINT SURFACES SHALL RECEIVE EITHER A CURING COMPOUND OR BITUMINOUS COATING TO PREVENT BOND BETWEEN PLACEMENTS.

SHALL BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPECIFICATION SECTION 03 31 01.00 10.

5. ALL CONSTRUCTION OR LIFT JOINT SURFACES SHALL BE ROUGHENED TO AN AMPLITUDE OF 1/4" WITH COARSE AGGREGATE EXPOSURE. METHODS OF JOINT PREPARATION

4. ALL FORMED SURFACES SHALL HAVE A CLASS A-HV OR B FINISH ACCORDING TO SPECIFICATION SECTION 03 35 00.00 10.

WATERSTOPS TO PREVENT VOIDS. WATERSTOPS SHALL BE SPLICED AT ALL CORNERS AND JOINTS BY HEAT WELDING SO THAT THE WATERSTOP IS MADE CONTINUOUS.

3. WATERSTOPS SHALL BE SECURED TO PREVENT MOVEMENT OR DAMAGE DURING CONCRETE PLACEMENT. CONCRETE SHALL BE THOROUGHLY VIBRATED AROUND

2. ALL CONCRETE SHALL HAVE 2" MINIMUM CLEAR COVER FOR THE BRIDGE UNO AND 4" MINIMUM CLEAR COVER FOR ALL OTHER STRUCTURES UNO.

1. ALL EXPOSED CORNERS AND EDGES SHALL BE CHAMFERED 3/4" FOR THE BRIDGE UNO AND 1" FOR ALL OTHER STRUCTURES UNO.

CONCRETE:

5. REFER TO MECHANICAL DRAWINGS FOR SLIDE GATE REQUIREMENTS.

GALVANIZED OR BE MADE OF STAINLESS STEEL AS NOTED ON THE DRAWINGS AND/OR IN THE SPECIFICATIONS.

4. ANY METAL INCLUDING BOLTS, NUTS, WASHERS, OR PLATES EXPOSED TO THE ENVIRONMENT OR NOT COMPLETELY ENCASED IN CONCRETE SHALL EITHER BE HOT-DIP

ACCORDANCE WITH ASME BPVC. ALL OTHER STRUCTURAL STEEL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1.

3. ALL WELDING OF STRUCTURAL STEEL FOR THE BRIDGE SHALL BE IN ACCORDANCE WITH AWS D1.5. ALL WELDING OF THE CONDUIT LINER OR TRANSITION SHALL BE IN

GRADE 316, CLASS 1A, EXCEPT ANCHOR BOLTS COMPLETELY EMBEDDED IN CONCRETE WILL BE IN ACCORDANCE WITH ASTM A307, GRADE A.

2. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A325, TYPE 3. ANCHOR BOLTS SHALL BE STAINLESS STEEL IN ACCORDANCE WITH ASTM A320, AUSTENITIC

1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 GR. 36. UNO.

STRUCTURAL STEEL:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

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M A

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A P

P R

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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

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

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H A

R R

O U

N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

IDENTIFICATION

SHEET

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

X X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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G A

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T O

N D

T R

G A

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T O

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S O

U T

H W

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R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

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M L

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K E P .E

P R

O J E

C T P

A D

K S D

A M S

A F

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Y M

O D

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R E

Q U

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T F

O R P

R O

P O

S A

S W

G H

S C

-2

E N

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C K

D B

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N E

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D E

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M A

R K

A P

P R

E N

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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

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

H A

R R

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E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

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O R

P S O

F E

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T O

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T O

N T

S O

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H W

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T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

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K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

STILLING BASIN

C STRUCTUREL

FLOW FLOW

C J

CHUTE SLAB

PARABOLIC

CONDUIT HEADWALL

S-101

W O

U T

L E

T W

O R

ABUTMENT

BRIDGE

PLATFORM (EL 121.0)

OPERATING

EMBANKMENT

OF DOWNSTREAM

APPROXIMATE TOE

C EMBANKMENT

(SEE SHT SN-151)

BUILDING

EQUIPMENT

(SEE SHT SN-151)

BUILDING

GENERATOR

EMBANKMENT

OF UPSTREAM

APPROXIMATE TOE

3:1 4.5:13:14.5:1

H A

L S

K Y

CHUTE

SPILLWAY

BRIDGE

BRIDGE APPROACH SLAB

SCALE IN FEET

10' 20' 40' 60'

STRUCTURAL FEATURE PLAN

S101

S T

A B

M D S -1

U C

T U

R A

L F

E A

T U

R E P

SLOPE CHANGE

EMBANKMENT

SLOPE CHANGE

EMBANKMENT

SECURITY FENCE

DAM CREST

APPROXIMATE

D E

STRUCTURE POINT

CHUTE BLOCKS

BAFFLE BLOCKS

STRUCTURE POINT

FILLETS

CONCRETE

(SEE "SA" SHEET SERIES)

APPROACH CHANNEL

(SEE "SG" SHEET SERIES)

GATE TOWER

(SEE "SO" SHEET SERIES)

CONDUIT

(SEE "SP" SHEET SERIES)

CHUTE SLAB AND STILLING BASIN

(SEE "SM" SHEET SERIES)

BRIDGE TO GATE TOWER

S101

SU281

S201

6. CUTOFF WALL LOCATION SHOWN ON SHT S-201.

5. SEE SHT S-103 FOR SECURITY FENCE.

4. SEE CIVIL SHEETS FOR INFORMATION ON EMBANKMENT.

CONCERNING GRADING NEXT TO STRUCTURES.

SEE SHEETS C-103 AND C-401 FOR MORE INFORMATION

3. SEE SHT C-401 FOR 'STRUCTURE POINT' COORDINATES.

FILTERS AND SUBDRAINAGE SYSTEM.

2. SEE "SU" SHEET SERIES FOR VERTICAL AND HORIZONTAL

1. FOR STRUCTURAL FEATURE PROFILE SEE SHT S-201.

NOTES:

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D B

D E

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M A

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P R

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C A

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P L

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A T

D A

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C O

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N D T

U T

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A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

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T O

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T E

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N D

A M

S A

F E

T Y P

R O

D U

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N C

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T E

M L

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K E P

O J E

C T P

A D

K S D

A M S

A F

E T

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G H

S C

-2

S-102

U C

T U

R A

L I

N S

T R

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T A

H A

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K Y

C J

M D

E M

A B

M D S -1

W O

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O R

CONDUIT STILLING BASINCHUTE

SPILLWAY

PARABOLIC CHUTE

YEAR

NAME

CHANNEL

APPROACH

GATE TOWER CONDUIT

BRIDGE TO GATE TOWER

ABUTMENT

BRIDGE

SLAB

BRIDGE APPROACH

SURVEY MONUMENT - TOP VIEW

SURVEY MONUMENT - SIDE VIEW

1" BRASS PLUG

PUNCH MARK

CONCRETE

EPOXY GROUT

S102

-D

E P

T H

S102

BRASS PLUG

6" 6"

-D

E P

T H

DETAIL - END OF WALL

DETAIL - WALL JOINT

1'-6"

PLATFORM

FROM EDGE OF

PLATFORM

FROM EDGE OF

S102

0 5' 10'

SCALE IN FEET

30'20'

GATE TOWER AND BRIDGE ABUTMENT

0 5' 10'

SCALE IN FEET

30'20'

CONDUIT HEADWALL, CHUTE AND STILLING BASIN

(NORTH OF DAM CENTERLINE)

PLAN - STRUCTURAL INSTRUMENTATION

(SOUTH OF DAM CENTERLINE)

PLAN - STRUCTURAL INSTRUMENTATION

SHALL BE PROVIDED WITH ALL SURVEY INFORMATION INCLUDED.

INSTALLATION, IN X, Y, AND Z COORDINATES. A "SURVEY MONUMENT TABLE"

5. ALL SURVEY MONUMENTS SHALL BE SURVEYED AFTER COMPLETE

MONUMENTS. DRILL A 1-1/4" DIAMETER HOLE, 3-1/4" DEEP INTO THE CONCRETE.

4. SURVEY MONUMENTS SHALL BE INSTALLED PER EM 1110-1-1002, TYPE C

3. NAMING CONVENTION SHALL BE A-1, A-2, AND SO FORTH.

ON THE TOP SURFACE USING 1/8" STEEL DIES.

2. THE YEAR INSTALLED AND NAME OF THE MONUMENT SHALL BE STAMPED

1. SURVEY MONUMENT SHALL BE A 1" DIAMETER BY 3" LONG BRASS PLUG.

NOTES:

DETAIL - CORNER OF PLATFORM

NOT TO SCALE

3'-6"

S102

C S102

S102

BRASS PLUG

NOT TO SCALE

S102

BRIDGE APPROACH SLAB

DETAIL - CORNER OF

E N

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C O

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

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X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

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-2

M D S -1

M C J

H A

L S

W O

U T

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T W

O R

U R

Y F

E N

N A

N D P

R O

S-103

0 5' 10'

SCALE IN FEET

30'20'

SECURITY FENCE - PLAN

BUILDING

EQUIPMENT

GENERATOR BUILDING

BRIDGE

MAINTENANCE

GATE TOWER

APPROACH SLAB

SECURITY FENCE

4.5

SECURITY FENCE

S502

S103

OF BRIDGE

TOP OF FENCE AND BOTTOM

1' MINIMUM, BETWEEN

0 5' 10'

SCALE IN FEET

30'20'

SECURITY FENCE - PROFILE

APPROACH SLAB

SECURITY FENCE

AT BUILDINGS

TERMINATE FENCE

36'-0" 28'-0"

BRIDGE)

(CENTERED WITH

SWING IN

20' SWING GATE,

SWING IN

4' SWING GATE,

DAM EMBANKMENT

CENTERLINE

BRIDGE

MAINTENANCE

BRIDGE ABUTMENT

MAINTENANCE

ABUTMENT

BRIDGE

MAINTENANCE

MOW STRIP

4" DEEP CONCRETE

MOW STRIP

24" WIDE CONCRETE

EL 107.67

FROM BUILDING END)

(CENTER FENCE 4"

AT BUILDING

TERMINATE FENCE

FROM BUILDING END)

(CENTER FENCE 4"

AT BUILDING

TERMINATE FENCE

16'-3"

2'-4"

60'-0"

12'-4"

SWING OUT

4' SWING GATE,

40'-0"6'-0"

SEE NOTE 4

REMOVABLE SECTION OF FENCE SHALL BE CENTERED WITH BRIDGE.

4. 40 FT SECTION OF FENCE SHALL BE CONSTRUCTED AS REMOVABLE FENCE.

MOW STRIP PLACEMENT WITH SHEET CG-136.

3. SEE SHEET S-502 FOR DETAILS OF CONCETE MOW STRIP. COORDINATE

2. SEE SHT S-503 FOR PLACEMENT OF TERMINAL POST AT BUILDINGS.

1. FENCE SHALL TERMINATE AT CORNER OF GENERATOR AND EQUIPMENT BUILDINGS.

NOTES:

4'-0"

SECURE AREA

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®of Engineers

US Army Corps

R E

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SHEET OF YYY

A R

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P S O

F E

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X X

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X -X

X -X -X

G -1

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EL 103.0

EL 121.0

EL 41.0

EL 55.5

EL 51.0

STRUCTURE INVERT EL 66.0

4.5

FLOWFLOW

C J

EL 47.0

CONDUIT HEADWALL

NEAR STRUCTURE

FINAL GRADE LINE

STILLING BASIN WALLS

CHUTE SLAB &

LC NEW DAM (AT NEW OUTLET STRUCTURE)

S-201

W O

U T

L E

T W

O R

BRIDGE ABUTMENT

ENCASEMENT

CONCRETE

SUPPORT SLAB

STEEL LINERBULKHEAD SLOT 4" MUD SLAB4" MUD SLAB

EL 60.0

EL 72.25

H A

L S

K Y

TRANSITION

9'-9"

STILLING BASIN

STRUCTURAL FEATURE PROFILE

S201

S101

SCALE IN FEET

10' 20' 40' 60'

S T

A B

M D S -2

FILTER

VERTICAL

FILTER

HORIZONTAL

SERVICE GATE

SEE NOTE 4

CHUTE

SPILLWAY

CHUTE SLAB

PARABOLIC

(SEE "SP" SHEET SERIES)

CHUTE SLAB AND STILLING BASIN

(SEE "SM" SHEET SERIES)

BRIDGE

(SEE "SA" SHEET SERIES)

APPROACH CHANNEL

(SEE "SG" SHEET SERIES)

GATE TOWER

(SEE "SO" SHEET SERIES)

CONDUIT

SUBDRAINAGE SYSTEM

D E

STRUCTURE

@ CENTERLINE OF NEW

EXISTING GROUND

GUIDEWALL

APPROACH CHANNEL

TRASH RACK

EMERGENCY GATE

EL 66.0

EL 65.0

FILLET

CONCRETE

NEAR STRUCTURE

FINAL GRADE LINE

STRUCTURE

@ CENTERLINE OF NEW

EXISTING GROUND

(SEE SHT CI-301)

CUT-OFF WALL

4.5

4. SEE SHEET S-103 FOR LOCATION OF SECURITY FENCE.

FILTER AND SUBDRAINAGE SYSTEM.

3. SEE "SU" SHEET SERIES FOR VERTICAL AND HORIZONTAL

BEYOND THE OVERLYING CONCRETE.

OUTLET STRUCTURES. MUD SLAB SHALL NOT EXTEND

2. 4 INCH MUD SLAB SHALL BE UTILIZED UNDER NEW

BE PREPARED AS SPECIFIED IN 31 00 00 EARTHWORK.

1. SOIL FOUNDATION FOR ALL STRUCTURES SHALL

NOTES:

(SEE CIVIL SHEETS)

NEW DAM EMBANKMENT

4" MUD SLAB

FILTER

HORIZONTAL

ROAD (EL 86.5)

PEDESTRIAN ACCESS

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US Army Corps

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SHEET OF YYY

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S501

" 1/4" ID & 11/16" OD

RIBBED W/ CENTERBULB WATERSTOP

POLYVINYLCHLORIDE (P.V.C.)

S501

HYDROPHILIC WATERSTOP

1.18"

CJ-3030-M OR APPROVED EQUAL.

2. HYDROPHILIC WATERSTOP SHALL BE GREENSTREAK HYDROTITE

1. PVC WATERSTOP SHALL BE VINYLEX RB638 OR APPROVED EQUAL.

NOTES:

D E

F U

L L S

NOT TO SCALE

D M

1" FOR ALL OTHER

0 3/4 " BRIDGE

1" FOR ALL OTHER

0 3/4 " FOR BRIDGE

S501

NOT TO SCALE

CONCRETE WALL

CENTER OF POLE AND

EACH SIDE OF POLE

TERMINATE HANDRAIL

MANUFACTURER

PATTERN BY POLE

EMBEDMENT, AND

ANCHOR ROD DIAMETER,

ELECTRICAL

1" RGS CONDUIT, SEE

CONCRETE WALL

WHERE ON WALL

FOR POLE GROUND

CONNECTION TO REBAR

PROVIDE CLAMP

COVER

FULL BASE

ELECTRICAL

POLE, SEE

SCALE IN FEET

1' 2' 4' 6'S501

4 POLE BASE ON TOWER

SCALE IN FEET

1' 2' 4' 6'

S501

5 POLE BASE ON WALL

COVER

FULL BASE

ELECTRICAL

POLE, SEE

CONCRETE WALL

CENTER OF POLE AND

MANUFACTURER

PATTERN BY POLE

EMBEDMENT, AND

ANCHOR ROD DIAMETER,

ELECTRICAL

1" RGS CONDUIT, SEE

CONCRETE WALL

WHERE ON WALL

FOR POLE GROUND

CONNECTION TO REBAR

PROVIDE CLAMP

AND CHUTE/STILLING BASIN WALLS

POLE BASE ON CONDUIT HEADWALL

CONFIGURATION

SHEETS FOR REINFORCEMENT

SEE RESPECTIVE STRUCTURAL

IS TO BE INSTALLED)

OF POLE (WHERE HANDRAIL

TERMINATE HANDRAIL EACH SIDE

SECTION

POLE BASE PEDESTAL

SCALE IN FEET

1' 2' 4' 6'

FULL BASE COVER

3 #3 TIES IN TOP 5"

ELECTRICAL

POLE SEE

MANUFACTURER

PATTERN BY POLE

EMBEDMENT, AND

ANCHOR ROD DIAMETER,

FINISH GRADE

SEE ELECTRICAL

1" RGS CONDUIT

ON SOIL

ROD FOR POLES

PROVIDE GROUND

2'-6" DIAMETER

S501

REINFORCEMENT

SEE SHT SG-232 FOR

S T

A G

G E

SHEET S-001

SPLICE LENGTH PER

CONTROL JOINT

LIFT, CONSTRUCTION OR

REINFORCEMENT

S501

NOT TO SCALE

TYPICAL CONCRETE JOINT

CONCRETE

TYPICAL CHAMFER DETAIL

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

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R S

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X M

M /D

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CHAIN-LINK SECURITY FENCE DETAIL

10'-0" MAXIMUM

CONCRETE BASE

16" MIN. DIA.

(3/8" MIN. DIA.)

TRUSS ROD

BRACE RAIL

(TYP)

TIE WIRES

TOP TENSION WIRE

ON EXTENSION ARMS

BARBED-WIRE APRON

LINE POST

(9 GAUGE, 1 3/4" MESH)

CHAIN-LINK FABRIC

FABRIC

BOTTOM OF

LINE POST

(TYP)

(12" O.C. MAX)

TIE WIRES

1'-0"

BOTTOM RAIL

GRADE

LINE POSTS TO BE EQUALLY SPACED

10'-0" MAXIMUM

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

DEGREES

1' -6 " 6" (T

Y P

1'-0"

LINE POST

EXTENSION ARM DETAILS

LOCK PIN (TYP.) 1'

-1 0"

5" (T

YP)

(TYP.)

BARBED WIRE

DEGREES

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

END OR GATE POST DETAIL

BRACE RAIL ATTACHMENT

LINE POST ATTACHMENTS

CARRIAGE BOLT

BOTTOM OF FABRIC)

AND WITHIN 4" FROM TOP AND

TENSION BAND (15" O.C. MAX.

FABRIC

(12" O.C. MAX.)

TIE WIRES

9-GAUGE STEEL

EACH FABRIC LINK

TENSION BAR TO ENGAGE

TENSION BAR

FABRIC

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX. AND

9-GAUGE STEEL TIE WIRE

STEEL POST SCHEDULE

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 84"

USE AND SECTION

3.5" O.D.

2.875" O.D.

1.66" O.D.

BRACE RAIL CLAMP DETAIL

TENSION BAND DETAIL

DIA.)

(3/8" MIN.

TRUSS ROD

BAND

TENSION

TENSION WIRE

TRUSS ROD AND BAND

(3/8" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

ROD

STEEL GROUND

COPPER-CLAD

3/4" DIA.

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

FENCE POST

COPPER WIRE

#8 AWG SOLID

GROUNDING DETAIL

BOTTOM RAIL DETAILS

LINE POST

BOTTOM RAIL

(12" O.C. MAX.)

TIE WIRES

9-GAUGE STEEL

OF FABRIC

TO BOTTOM

1" MAX.

SECURE SIDE

DOUBLE RAIL END

THREADS

BOLT W/PEENED

3/8" CARRIAGE

FABRIC

16" MIN. DIA.

SECURITY FENCE - SECTION

WIDTH OF FOUNDATION

WIRE MESH, FULL

4X4 - W4.0XW4.0

AREA

SECURE

INSIDE

F A

B R

AND 84 INCH FABRIC WIDTH.

ON SINGLE OUTRIGGER, TOP TENSION WIRE, BOTTOM RAIL,

FE6-TWBR-84 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE

EXAMPLES:

TERMINAL POST

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

FENCE LEGEND:

OF FENCE

OF EACH SECTION

INSTALLED AT ENDS

GROUNDING TO BE

SEE NOTE 7

MOW S

TRIP24"

SECURITY FENCE - SECTION

DAM SLOPE

OR PULL POST)

(CORNER, END,

TERMINAL

2" MAX

1" MIN

2" MAX

1" MIN

Y P

AREA

SECURE

INSIDE

GALVANIZED

50,000 PSI, HOT-DIP

TUBULAR - ROUND

LINE POSTS

GALVANIZED

50,000 PSI, HOT-DIP

TUBULAR - ROUND

BOTTOM & BRACE RAILS

GALVANIZED

50,000 PSI, HOT-DIP

TUBULAR - ROUND

(CORNER, END & PULL)

TERMINAL POSTS

(SEE NOTE 8)

MOW-STRIP

CONCRETE

4" DEEP X 24" WIDE

D E

NOT TO SCALE

WITH MOW STRIP

NOT TO SCALE

NO MOW STRIP NOT TO SCALE

NOT TO SCALE

CONCRETE SLAB

POSTS

SLAB PLACEMENT WITH

COORDINATE CONCRETE

SHOWN.

9. EMBEDMENT DEPTH FOR ALL POSTS IS 4' MINIMUM UNLESS OTHERWISE

JOINTS SHALL BE PLACED BETWEEN POSTS.

8. SEE SHT S-103 FOR AREAS TO RECEIVE MOW STRIP. CONTRACTION

IMPEDE RUNOFF.

SLOPE OR ACB, AS TO PREVENT WATER RETENTION/PONDING AND NOT

7. TOP OF CONCRETE MOW STRIP TO BE CONSTRUCTED EVEN WITH DAM

DESIGN NUMBER 12-4-5-14R.

14 GAUGE, ROUND, 4-POINT BARBS SPACED NO MORE THAN 5" APART,

ASTM A121 ZINC-COATED, TYPE Z, CLASS 3, WITH 12.5 GAUGE WIRE WITH

6. BARBED-WIRE APRON ON EXTENSION ARMS SHALL CONFORM TO

BOLTS PASS THROUGH THE BOTTOM RAIL AS SHOWN.

DRILLED THROUGH THE BOTTOM RAIL ENDS TO INSURE THAT CARRIAGE

3/8" CARRIAGE BOLTS AS SHOWN. ADDITIONAL HOLES SHALL BE

5. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

HAVE APRON EXTENDED OUTWARD FROM AREA BEING PROTECTED.

4. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE SHALL

FOR FASTENING FENCE FABRIC TO TENSION WIRES.

16-GAUGE, STAINLESS STEEL TIE WIRES SHALL BE USED

FOR FASTENING THE FENCE FABRIC TO FENCE POSTS AND RAILS.

3. ONLY 9-GAUGE GALVANIZED STEEL TIE WIRES SHALL BE USED

FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

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US Army Corps

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SHEET OF YYY

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M Y C

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P S O

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C T P

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0 1' 2'.5'

SCALE IN FEET

1.5'

SCALE IN FEET

.25' .5' .75' 1'

POST, 2 3/8" DIAMETER PIPE

2"POST, 2 3/8" DIAMETER PIPE

EQUIPMENT) FOOTING

BUILDING (GENERATOR OR

TERMINAL POST

BUILDING FOOTING

GENERATOR OR EQUIPMENT

DETAIL - SECURITY FENCE ADJACENT TO BUILDING ON DAM SLOPE

BOLTED TO FOOTING

POST FASTENER,

EMBEDMENT DEPTH

OR APPROVED EQUAL

BASE FLANGE (4-HOLE)

HOLLAENDER, #48 HEAVY-DUTY

S503

SECTION - POST TO FOOTING ATTACHMENT

MOW STRIP

4" DEEP X 24" WIDE,

EQUIPMENT) WALL

BUILDING (GENERATOR OR

OR APPROVED EQUAL

BOLT 3 EXPANSION ANCHOR

1/2" DIAMETER, HILTI KWIK

(NEAR BUILDINGS)

FINISH GRADE

A B

H T A

B O

V E F

H G

R A

D E O

F D

A M C

R E

S T

0 1' 2'.5'

SCALE IN FEET

1.5'

DETAIL - SECURITY FENCE ADJACENT TO BUILDING ON DAM CREST

X X

EQUIPMENT) FOOTING

BUILDING (GENERATOR OR

DAM CREST

FINISH GRADE,

POST, 2 3/8" DIAMETER PIPE

EQUIPMENT) WALL

BUILDING (GENERATOR OR

TERMINAL POST

1. ANCHORS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.

NOTES:

CONCRETE BASE

D E

S503

2'-0" 2'-0"

CENTER

CENTER TO

CENTER

CENTER TO

E N

A M

D W

N B

C K

D B

D E

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D B

D E

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M A

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C A

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D A

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

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S I

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U .S

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F E

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S E

C U

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S -5

.d g n

A S S

H O

W N x x x x x x x x x x x x xxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x xxx xxx xxxx x x x x x x x x x x x x x x x x x x x x xx x x x x x x x x x x x x x x

ELEVATION - DOUBLE SWING GATE (TYPE FE-6 FENCE)

PLAN - DOUBLE SWING GATE (TYPE FE-6 FENCE)

F E

N C

E F

A B

LINE POST

POSTS 4" O. D. & LESS

16" DIA. MIN. FOR GATE

RODS (TYP)

3/8" DIA. TRUSS

ASSEMBLY

LATCH

HINGES (TYP)

BRACE RAIL (TYP)

GRADE LINE

LINE POST

TRUSS ROD (TYP)

BRACE RAIL (TYP)

WIRE (TYP.)

3 STRANDS OF BARBED

WIRE (TYP.)

3 STRANDS OF BARBED

GATE FRAME

DROP ROD

LEAF

GATE FRAME

GATE OPENING

FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

FABRIC

CHAIN LINK

OF BARBED WIRE

3 HORIZONTAL STRANDS

WIRE (TYP.)

3 STRANDS OF BARBED

FABRIC

CHAIN-LINK

x x x x x x x x x x x x x x x x x x x x x x x xxx

PERSONNEL GATE: TYPE FE-6 FENCE

GRADE LINE

TRUSS ROD

BRACE RAIL

WIRE APRON

VERTICAL BARBED

TO UNSECURE SIDE

SINGLE OUTRIGGER

GATE LEAF

GATE OPENING

WIRE

OF BARBED

3 STRANDS

HINGE

POST

GATE

ROD

TRUSS

HINGE

LATCH

F E

N C

E F

A B

GATE POST SCHEDULE

(NOMINAL)

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

6' OR LESS

GREATER THAN 6' TO 12'

3.5" OD

4.0" OD

STANDARD HINGE

DROP ROD FOUNDATION

S504

" D

SAND/GRAVEL

P.C. CONC.

6" DIA.

STEEL PIPE

1" ID

(SEE SM-141)

APPROACH SLAB

(INDUSTRY STANDARD)

1/2" DIA. DROP ROD

S504

DROP ROD ASSEMBLY

LATCH ASSEMBLY

GATE KEEPER

(TO HOLD GATE OPEN)

SWING GATE DETAILS

10"

SPECIFIED

BOTTOM RAIL AS

SPECIFIED (TYP)

BOTTOM RAIL AS

AS SPECIFIED (TYP)

TOP TENSION WIRE

AS SPECIFIED

TOP TENSION WIRE

4'-0" MIN. FOR ALL POSTS (SEE NOTE 5)

5" MAX

4" MIN

NOT TO SCALE

D E

FE6-84-SO-RA-4

EXAMPLES: FE6-84-DO-RA-20

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

- HO (OFFSET)

HINGE - RA (STANDARD)

- DO (DOUBLE)

TYPE OPENING - SO (SINGLE)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

6. GATES SHALL BE DESIGNATED AS FOLLOWS:

SEE SHEET SM-141 FOR APPROACH SLAB.

ENOUGH TO ALLOW CLEAR PASSAGE OF GATES DURING OPENING/CLOSING.

5. DISTANCE BETWEEN APPROACH SLAB AND BOTTOM OF SWING GATE SHALL BE

SLAB CONSTRUCTION, SEE SHEETS S-103 AND SM-141.

4. COORDINATE SWING GATE POST AND DROP ROD FOUNDATION WITH CONCRETE

THE PROPER RIGID CONSTRUCTION OF ALL GATES SUPPLIED.

ALL-WELDED GATE FRAMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

A WELDED HORIZONTAL BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE

OR SHALL BE ASSEMBLED USING HEAVY FITTINGS. AT CONTRACTOR'S OPTION

1.90" NOMINAL (ROUND). GATE FRAMES SHALL BE OF WELDED CONSTRUCTION

3. ALL GATE FRAMES SHALL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

WHICH COMPLY WITH THE SPECIFICATIONS.

TO LIMIT OTHER TYPE OF FENCE SECTIONS AND METHODS OF INSTALLATION

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED

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A T

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US Army Corps

R E

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SHEET OF YYY

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M Y C

O R

P S O

F E

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M /D

D /Y

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Y X

X X

B o b b y V a n C le a v e L e a d E n g r

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X -X

X -X -X

G -1

-R -0

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N D

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S A

F E

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K E P

O J E

C T P

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K S D

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G H

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-2

'-6

1'-6"

C O

N S

T R

U C

N J

S T

A .7

S T

A .2

APPROACH CHANNEL WALL

UPSTREAM STRUCTURE POINT

APPROACH CHANNEL SLAB

FLOW

INTAKE PIER

TOP AND BOTTOM

#8 AT 6" OC

APPROACH SLAB & WALL

PARTIAL PLAN ELEVATION 66.0'

SA111

14'-4 13/16 "

S E

E S

G -1

M A

T C

H L

CONSTRUCTION JOINT

5'-4 13/16 "

58'-5 1/4" 6'-10 15/16"

SCALE IN FEET

2' 12'4' 8'

R O

A C

H C

H A

N N

E L S

L A

B A

R O

A C

H W

A L L S P

O P

L O

G S

L O

D O

W N

S T

R E

A M F

A C

E O

S T

A .4

TOP AND BOTTOM

#10 AT 12" OC

C A

M M

R B

A B

M D S

A -1

SA-111

SA311

SA112

SA111

SA311

SG132

SA112

SA111

SA111 SA312

STOPLOG SLOT

1'-0"

BOTTOM EMBED

SEE 2/SG-231 FOR STOPLOG

CLCL

EMBED TYPES AND LOCATIONS.

EMBEDDED ITEMS NOT SHOWN FOR CLARITY, SEE SECTIONS FOR 8.

SEE SA-511 FOR TRASHRACKS.7.

103.0'

OF INTAKE PIER BEGINS AT ELEV 66.0' AND SLOPE 1H:3V TO ELEV

BEGIN INTAKE PIERS AT CONSTRUCTION JOINT. UPSTREAM FACE 6.

SLOPE AT 4.5H:1V TYPICAL TO STA 17+96.86E.

TOP OF APPROACH CHANNEL WALL ELEV 72.28' AT STA 18+62.21E; 5.

REINFORCING BARS SHOWN ARE TYPICAL TO MATCH LINE ONLY.4.

OVER 0'-4" THICK MUDSLAB.

APPROACH CHANNEL SLAB IS 6'-0" THICK, REINFORCED AS SHOWN, 3.

18+62.21E TO STA 17+82.46E.

TOP OF APPROACH CHANNEL SLAB AT ELEV 66.0' FROM STA 2.

TO S-101 FOR GENERAL CONFIGURATION.

APPROACH CHANNEL IS SYMMETRICAL ABOUT CENTERLINE. REFER 1.

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D A

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®of Engineers

US Army Corps

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D B

SHEET OF YYY

A R

M Y C

O R

P S O

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M /D

D /Y

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Y X

X X

B o b b y V a n C le a v e L e a d E n g r

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X -X

X -X -X

G -1

-R -0

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S A

F E

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M L

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K E P

O J E

C T P

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K S D

A M S

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A T

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T F

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P O

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S W

G H

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-2

V A

1'-6

1' -6

SA112

C O

N S

T R

U C

N J

S T

A .7

1'-0"5'-0 5/8"

APPROACH CHANNEL WALL

BOTTOM, TYP.

#4 AT 6" OC TOP AND

BOTTOM, TYP.

#4 AT 12" OC TOP AND

FLOW

INTAKE PIER

PLATFORM

MAINTENANCE

5'-4 13/16 " 9'-0"

SEE SG-533

HANDRAIL

SEE SG-533

HANDRAIL

21'-3 3/4"

6'-10 15/16"

SCALE IN FEET

2' 12'4' 8'

R O

A C

H C

H A

N N

E L S

L A

B A

R O

A C

H W

A L L S P

T E

N A

N C

E P

L A

T F

@ MAINTENANCE PLATFORM

APPROACH SLAB & WALL

PARTIAL PLAN ELEVATION 103.0'

S T

O P

L O

G S

L O

D O

W N

S T

R E

A M F

A C

E O

S T

A .4

D M

M C

A T

R B

STOPLOG SLOT

A B

M D S

A -1

SA111SA311

SA312

SA311

SG132

SA112

SA111

SA112SLOT SEE B/SA-312

TRASHRACK

SEE SA-511

SHOWN FOR CLARITY

TRASH RACKS NOT

SA-112

S E

E S

G -1

M A

T C

H L

EMBED TYPES AND LOCATIONS.

EMBEDDED ITEMS NOT SHOWN FOR CLARITY, SEE SECTIONS FOR 5.

SEE SA-511 FOR TRASHRACKS.4.

TO ELEV 103.0' AT STA 17+91.46E.

SLOPE AT 4.5H:1V TO ELEV 86.8' AT STA 17+96.86E; SLOPE AT 1H:3V

TOP OF APPROACH CHANNEL WALL ELEV 85.26' AT STA 18+03.77E; 3.

TOP OF MAINTENANCE PLATFORM AT ELEV. 103.0'2.

TO S-101 FOR GENERAL CONFIGURATION.

APPROACH CHANNEL IS SYMMETRICAL ABOUT CENTERLINE. REFER 1.

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C K

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D E

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D B

D E

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P R

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P L

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A T

D A

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C O

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K S A

N D B

A R

K E

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A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

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X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

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P S O

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T O

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H W

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R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

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M L

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K E P

O J E

C T P

A D

K S D

A M S

A F

E T

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O D

A T

N S

R E

Q U

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T F

O R P

R O

P O

S A

S W

G H

S C

-2

VARIES

CONSTRUCTION JOINT

FINISH GRADE

EACH FACE

#9 AT 12" OC HORZ:

#9 AT 6" OC VERT:

PERIMETER TOP AND BOTTOM

ADDITIONAL CONTINUOUS BAR AT

SECTION

2'-6"VARIES

ALONG SLOPE OF WALL EACH FACE

ADDITIONAL CONTINUOUS HORZ BAR

1'-6"

VARIES

#9 AT 12" OC HORZ.

#9 AT 6" OC VERT.

WALL; SEE A/SA-311

TYP. APPROACH CHANNEL

#5 AT 6" OC THUS

SECTION

CONSTRUCTION JOINT

OPTIONAL

SEE PLAN

SECTION

S T

A .7

C O

N S

T J

SECTION

TRASHRACK GUIDE SLOT

SECTION

TRASHRACK SIDE SLOT

EA FACE

EA WAY

#5 AT 6" OC

TYPICAL APPROACH CHANNEL WALL

INTAKE PIER

APPROACH CHANNEL WALL

1'-8 1/2 "

11"

C A

C L

CONSTRUCTION JOINT

SA311

SA112

SA111 SA311

SA112

SA111

SA311

SA112

SA111

SEE SG-533

HANDRAIL

SEE 1/S-501

WATERSTOP

S E

E C

1'-8 1/2 " 11"

SEE SA-511

TRASHRACK

INTO FACE OF INTAKE PIER AS SHOWN

SIDE SLOT EMBED AND EXTEND

BEND HORIZONTAL BARS AROUND

AT SIDE SLOT EMBED

TERMINATE VERTICAL BARS

#5 AT 6" OC THUS

PIER

SLOPE OF FACE OF INTAKE

5 - #5 CONTINUOUS ALONG

ALONG SLOPE

3 #5 CONTINUOUS

TRASHRACK SLOT

OF INTAKE PIER

UPSTREAM FACE

INTAKE PIER

VARIES

SCALE IN FEET

1' 2' 4' 6' 0

SCALE IN FEET

1' 2' 4' 6' 0

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

1' 2' 4' 6'

REINFORCING DETAILS NOT SHOWN

SEE E/SA-311 FOR EMBED AND

TRASHRACK EMBED SLOT ON SLOPE;

REINFORCING DETAILS NOT SHOWN

SEE E/SA-311 FOR EMBED AND

TRASHRACK EMBED SLOT ON SLOPE;

1'-0"

2'-6"

R B

D M

SEE 1/S-501

WATERSTOP

SEE SA-111 SEE SA-111 SEE SA-111

SEE SA-111

SLAB; SEE SA-111

APPROACH CHANNEL

SEE 1/S-501

MID-DEPTH

WATERSTOP

SLAB; SEE SA-111

APPROACH CHANNEL

SLAB; SEE SA-111

APPROACH CHANNEL

SLAB; SEE SA-111

APPROACH CHANNEL

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A -3

L L S

H4/SA-512

CAP PL 1/2X12X0'-4 1/2" SEE

TERMINATE SIDE SLOT WITH

TO UPPER PER A/SA-512

CONNECT LOWER TRASHRACK

TRASHRACK SEE SA-511;

SEE H1/SA-512

SIDE SLOT EMBED

SA-311

SEE S-201

MUDSLAB

SEE S-201

MUDSLAB

SEE S-201

MUDSLAB

SEE S-201

MUDSLAB

SA311

SG132

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A T

D A

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M A

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D E

S C

C O

N T

R A

C T N

D A

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A P

P R

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US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

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M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

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-2

ELEV. = 103.0

C L

JOINT

CONSTRUCTION

OPTIONAL

BARS AS SHOWN

TERMINATE ALL TOP

SECTION

PLATFORM END BEARING

ELEV. = 103.0

T Y

SECTION

PLATFORM INTERIOR BEARING

S T

A .4

1'-10 1/4 "

9'-0"

C L

PIER BEYOND

FACE OF INTAKE

ELEV. = 103.0

INTAKE PIER NOSE

SECTION

T O

P L

O G S

L O

T D

O W

N S

T R

E A

M F

MAINTENANCE PLATFORM

BARS IN TOP OF PLATFORM

STND HOOK ALL VERT PIER

C L

SECTION

VARIES

CONSTRUCTION JOINT

FINISH GRADE

EACH FACE

#9 AT 12" OC HORIZ

#9 AT 6" OC VERT

#5 AT 6" OC THUS

CHANNEL WALL

PAST WALL TRANSITION

FACE REINFORCEMENT

CHANNEL WALL INSIDE

DEVELOP TYP APPROACH

OF WALL EACH FACE

HORZ BAR ALONG SLOPE

ADDITIONAL CONTINUOUS

C L

JOINT

CONSTRUCTION

OPTIONAL

C L

3'-6"

SA312

SA112

SA111

SA312

SA112

SA312

SA112

SA312

SA112

4'-0" MAX

3'-6" MIN

S E

E C

SEE 1/S-501

WATERSTOP

D/SA-311 FOR DETAILS

INTAKE PIER SEE

SEE SG-533

HANDRAIL

ALONG SLOPE

3 #5 CONTINUOUS

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

1' 2' 4' 6'

REINFORCING DETAILS NOT SHOWN

SEE E/SA-311 FOR EMBED AND

TRASHRACK EMBED SLOT ON SLOPE

VARIES

5'-0 5/8" 1'-0" 2 1/8"

TRASHRACK EMBED SLOT

2'-6"

R B

D M

SEE SA-111

SLAB; SEE SA-111

APPROACH CHANNEL

SA-112 FOR REINFORCEMENT

MAINTENANCE PLATFORM SEE

SA-112 FOR REINFORCEMENT

MAINTENANCE PLATFORM SEE

P R

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C H C

H A

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D A

P P

R O

A C

H W

A L

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T U

R A

L S

E C

N S

L L S

M D S

A -3

REINFORCEMENT

SEE SA-112 FOR

MAINTENANCE PLATFORM

TO LOWER PER A/SA-512

CONNECT UPPER TRASHRACK

TRASHRACK SEE SA-511;

AND H1/SA-512

SEE H2/SA-512

EMBED PLATES

SEE H3/SA-512

EMBED PLATE

REINFORCEMENT

WALL; SEE A/SA-312 FOR

APPROACH CHANNEL

SA-312

SEE S-201

MUDSLAB

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D B

D E

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D B

D E

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M A

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D A

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D E

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C O

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A P

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

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X M

M /D

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Y X

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B o b b y V a n C le a v e L e a d E n g r

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X -X

X -X -X

G -1

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D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

U C

T R

TYP

ELEVATION

UPPER TRASHRACK

SECTION

UPPER TRASHRACK

ELEVATION

LOWER TRASHRACK

SECTION

LOWER TRASHRACK

C10X25

PL 1/2X2

12'-6"

7 1/2 " 7 1/2 "

TYP

7 1/2 " 7 1/2 "

12'-6"

C10X25

PL 1/2X2

C10X25

PL 1X10 3/16

PL 1X10 3/16 PL 1X10 3/16

PL 1X10 3/16

C10X25

SA511

'-0

P A

T /1

P A

T /1

SCALE IN FEET

1' 2' 4' 6' 0

SCALE IN FEET

1' 2' 4' 6' 0

SCALE IN FEET

1' 2' 4' 6' 0

SCALE IN FEET

1' 2' 4' 6'

3 SP AT 3'-9" = 11'-3" FAR SIDE (DOWNSTREAM)

15 SP AT 9" = 11'-3" NEAR SIDE (UPSTREAM)

PL 1/2X2 UPSTREAM

PL 1/2X2 DOWNSTREAM

PL 1/2X2 UPSTREAM

AS SHOWN AT C/SA-512

AND DOWNSTREAM EDGES

BEVEL UPSTREAM2

1PL 1X8

AS SHOWN AT C/SA-512

AND DOWNSTREAM EDGES

BEVEL UPSTREAM2

1PL 1X8

3 SP AT 3'-9" = 11'-3" FAR SIDE (DOWNSTREAM)

15 SP AT 9" = 11'-3" NEAR SIDE (UPSTREAM)

SEAL WELD

10'-10" 10"10"

EACH END

WITH 1/4" CAP PL

HSS10X4X1/2

R B

C A

T D

M M

LIFTING BARS

SHALL BE FULL PENETRATION WELDS, SUBMIT LOCATIONS FOR APPROVAL.

ALL PLATES AND SHAPES SHOWN SHALL BE CONTINUOUS, SPLICES4.

PRIOR TO FABRICATION OF TRASHRACK.

VERIFY TRASHRACK OPENING WIDTH (DISTANCE BETWEEN SLOTS/INTAKEPIERS)3.

PROVIDE (3) UPPER AND (3) LOWER TRASHRACKS AS SHOWN.2.

ALL STEEL ITEMS THIS SHEET HOT-DIP GALVANIZED AFTER FABRICATION.1.

SHEET NOTES:

S H

R A

C K D

E T

L L S

M D S

A -5

SEE E/SA-512

VERTICAL BAR

AT EACH DOWNSTREAM

PL 1/2X8X0'-8"

SA512

SA511

SA511 SA512

SA-511

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

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

C O

N T

R A

C T N

D A

T E

A P

P R

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R R

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N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

U C

T U

SECTION

TRASHRACK CONNECTION

HOLES FOR ALIGNMENT

DRIFT PIN IN ADJACENT

BEARING POINT; USE

AND WASHERS EACH

(1) 1" DIA SS BOLT

C10X25

5/16

PLAN DETAIL

BEARING BAR CONNECTION

BEARING BAR

PL 1X8

SCREEN BAR CONNECTION

5/16

SECTION

C10X25

PL 1X10 3/16

PL 1/2X8X0'-8"

5/16

AT WELD TO C10

STIFFENER; CLIP CORNER

TRIANGULAR CORNER

PL 1/2X6X0'-6"

5/16

3 SIDES

SECTION

PLAN

BOTTOM BEARING

DETAIL

INTERMEDIATE BEARING

DETAIL DETAIL

TOP CORNER

ELEVATION

LIFTING BAR

C10X25

PL 1/2X8X0'-8"

FOR 1" DIA BOLT

1 1/4" DIA HOLE

FOR DRIFT ALIGN

2" DIA HOLE

5/16

3 SIDES

8"8"

5/16

C10X25

PL 1X10 3/16

4 5 /8 "

8"8" 5/16

3 SIDES

SECTION

PLAN

SECTION

FOR DRIFT ALIGN

2" DIA HOLE

FOR 1" DIA BOLT

1 1/4" DIA HOLE

PLAN

PL 1X10 3/16

5/16

C10X25

PL 1X10 3/16

PL1X10 3/16

SCREEN BAR

SCREEN BAR (TYP)

5/16

TYP

5/16

1'-0"

11"

8"2" 2"

PL 1/2XCONT

AT 1'-0" OC

1/2" X 6" STUDS

SIDE SLOT SECTION

SECTION

PLATFORM EMBED

MAINTENANCE

ELEVATION

ENTRANCE OPENING

SIDE SLOT

PL 1/2XCONT

AT 1'-0" OC

1/2" X 6" STUDS

TYP BOTH SIDES

11 7/16 "

E Q

1/2" X 6" STUDS

1'-11 1/4 "

PL 1/2

INTAKE PIER NOSE

MATCH RADIUS OF

FULL SECTION TO

TAPER PLATE FROM

SIM

H2 H1

DETAILS

TRASHRACK EMBEDS

SA51

SA512

SEE B/SA-511

UPPER TRASHRACK

SEE D/SA-511

LOWER TRASHRACK

SEE G/SA-512

LIFTING BAR

SA512

SA312

SA311

SA512

SA312

SA311

SA512

SA511 SA512

SA511

SA512

SA511 SA512

SA511

TRASHRACKS IS COMPLETE.

SHALL BE MADE AFTER INSTALLATION OF LOWER AND UPPER

WHILE CONNECTED TO LOWER TRASHRACK. CONNECTION

DO NOT LIFT, REMOVE, OR INSTALL UPPER TRASHRACK

NOTE: CONNECTION SHOWN IS FOR ALIGNMENT ONLY.

PL 1/2X12X0'-4 1/2"

4 1/2 "

SIDE SLOT CAP PLATE

1' 2' 3'.5' 0

SCALE IN FEET

1' 2' 3'.5' 0

SCALE IN FEET

1' 2' 3'.5' 0

SCALE IN FEET

1' 2' 3'.5'

SCALE IN FEET

1' 2' 3'.5' 0

SCALE IN FEET

1' 2' 3'.5' 0

SCALE IN FEET

1' 2' 3'.5'

SCALE IN FEET

1' 2' 3'.5'

FAR SIDE

NEAR SIDE AND

PL 1X3X3'-0"

LIFTING BAR

CJP, TYP

CJP

PL 1/2X2

EDGES FOR FULL CONTACT WITH

BEVEL UPSTREAM AND DOWNSTREAM

TYP BEARING BAR PL 1X8 1/2

DOWNSTREAM

PL 1/2X2

UPSTREAM

SCREEN BAR

PL 1/2X2

SEE F/SA-512

HOLES

1'-0"

BEYOND

HSS10X4X1/2

TERMINATE

R B

C A

T D

M M

3/16

AT EACH DOWNSTREAM PL 1/2X2

BETWEEN TOP BEARING BARS

DIAPHRAGM PL1/4XREQ'D

DIAPHRAGM PLATE

S H

R A

C K D

E T

L L S

M D S

A -5

FOR LAY-OUT ON SA-511

WORK POINT USED

FOR LAY-OUT ON SA-511

WORK POINT USED

SEE H1/SA-512

SIDE SLOT EMBED

SA-512

AND BOTTOM

TYP TOP

AS REQ'D

BUILD UP

OF C10

AT WEB

9'-9"

TRANSITION

2'-0" 2'-0" 3'-3"

4'-0" 4'-0"4'-0" 4'-0"

EL. 121.0'EL. 103.0'EL. 66.0'

4'-0"9'-0"

G E

C T

O W

E R

S T

A .4

N O

T E

D U

N L E

S S

A B

O U

T C

S Y

M M

9'-9"

TRANSITION

2'-0" 2'-0" 3'-3"

EL. 103.0'

8'-0" 8'-0"4'-0"8'-0"

THIS SIDE ONLY

AT EL. 103.0'

AND PLATFORM

EXTERIOR LADDER

THIS SIDE ONLY

AT EL. 103.0'

AND PLATFORM

EXTERIOR LADDER

N O

T E

D U

N L E

S S

A B

O U

T C

S Y

M M

1'-0"

VENT PIPES

C 12" DIAMETERL

SEE SHT SG-531

AT EL. 93.5'

LADDER PLATFORM

S T

A .7

SEE SHT M-105

GATE OPERATORS

T C

O N

S T

R U

C T

SEE SHT M-105

GATE STEM

LADDER DETAILS

FOR GRATING AND

SHT SG-531

ELEVATION 121.0'

SEE PARTIAL PLAN

SHT SA-512

SLOTS SEE

TRASHRACK

SEE SHT SA-511

TRASHRACK

M C

M A

E T

O W

E R P

L A

V A

N S

SEE SHT SG-531

GRATING FOR SLOT

1'-2

BLOCKOUT

1'-0"

FRAME

FOR GRATING AND

SEE SHT SG-531

TYP.

T Y

D M

SEE SHT SM-141

MAINTENANCE BRIDGE

S E

E S

H T S

A -1

B L

O C

K O

U T

B A

C K O

R B

SG-131

A B

M D S

G -1

GATE TOWER PLAN ELEVATION 121.0

SCALE IN FEET

4' 16' 24'8'

SCALE IN FEET

4' 16' 24'8'

PARTIAL PLAN/SECTION ELEVATION 103.0'

SG131

SG532

SG131

SG231

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

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

C O

N T

R A

C T N

D A

T E

A P

P R

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H A

R R

O U

N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

A B

O U

T C

S Y

M M

#11@6" O.C.

TOP & BOTTOM TOP & BOTTOM

B L

O C

K O

U T

R E

F O

R C

E M

E N

T N

O T S

H O

W N

B L

O C

K O

U T

R E

F O

R C

E M

E N

T N

O T S

H O

W N

PER GATE MFG RECOMMENDATIONS

2'-5" BLOCKOUT OR AS

15'-11" BLOCKOUT

O .C

T O

P B

O T

T O

O .C

T O

P B

O T

T O

B L

O C

K O

U T

R E

F O

R C

E M

E N

T N

O T S

H O

W N

S T

A .4

E D

O W

N S

T R

E A

F A

C E O

F B

U L

K H

E A

D S

L O

#7@12"O.C. WALL REINFORCEMENT

EACH FACE

LAP WITH #7 WALL STEEL

3-#7 BARS AS SHOWN

#7@12"O.C. DOWELS LAP WITH

#7@12"O.C. #9@12"O.C.

LAP WITH #7 WALL STEEL

3-#7 BARS AS SHOWN

#7@12"O.C.

LAP WITH #9 WALL STEEL

3-#9 BARS AS SHOWN

LAP WITH #9 WALL STEEL

3-#9 BARS AS SHOWN #9@12"O.C.

#9@12"O.C.

APPROACH SLAB & WALL REINFORCEMENT CONDUIT REINFORCEMENT

C O

N S

T R

U C

N J

B L

O C

K O

U T

R E

F O

R C

E M

E N

T N

O T S

H O

W N

TRANSITION REINF.

EACH FACE EXCEPT WHERE SHOWN

#11@6"O.C. DOWELS LAP W/ #11@6" O.C. WALL REINFORCEMENT

TRANSITION REINF.

M C

M A

T E T

O W

E R P

F O

R C

E M

E N

T E

L E

V A

#11@6" O.C.

C J

SG-132

A B

M D S

G -1

2' 12'4' 8'

SG132

A GATE TOWER REINFORCEMENT

PARTIAL PLAN ELEVATION 66.0'

SG331

SG132

T C

H L

E S

E E S

H T S

A -1

SA311

SG132

SA112

SA111

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

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

C O

N T

R A

C T N

D A

T E

A P

P R

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H A

R R

O U

N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

#4@12"O.C.

"O .C

T O

P B

O T

T O

TOP & BOTTOM

"O .C

T O

P B

O T

T O

AS NEEDED (TYPICAL)

ADJUST REINFORCEMENT

8" ID PIPE SLEEVE

TOP & BOTTOM

#4@12"O.C.

TOP & BOTTOM

#8@12"O.C.

S Y

M M

E T

A L A

B O

U T C

R E

F O

R C

E M

E N

1'-0"

#9@12"

1'-0"

#8@12" #9@12" #8@12"

1'-0" #7@12" 1'-0" 1'-0" 1'-0"#7@12"

O.C.

#6@12"

O.C.

#7@12"

O.C.

#6@12"

O.C.

#9@12"

S Y

M M

E T

A L A

B O

U T C

R E

F O

R C

E M

E N

O.C.

#6@12"

SHOWN

3#6 AS

O.C.

#8@12"

8'-0" 8'-0"2'-0"

2'-0" 2'-0"3'-3"

23'-3"

SECTION/PLAN

M C

M A

E T

O W

E R P

A R

L P

L A

F O

R C

E M

STEEL VENT PIPES

C 2-12" DIA WELDED

ELEV. 103.0'

SLOT

D M

M R

B A

A S

T M A

A R

ASTM A706

#9 TOP

OTHERWISE

SHOWN

UNLESS

TOP & BOTT.

OTHERWISE

SHOWN

UNLESS

TOP & BOTT.

ASTM A706

#9 TOP

A S

T M A

A R

C L E

A R

EQUAL SPACES

5 #7 TIES

ASTM A706

#9 BARS @ 6" o.c.

ASTM A706

PER ACI 318

WELD TO #9 @ 6"

#9 ANCHOR BAR

#9 BARS @ 6" o.c.

@ 12" o.c.

#9 BARS

#8@12" #8@12"

#8@12"

@ 12" o.c.

#8 BARS

E A

C H F

A C

#8 BARS @ 12" o.c.

SECTION

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

2' 12'4' 8'

SG-133

A B

M D S

G -1

GATE TOWER REINFORCEMENT

PARTIAL PLAN ELEVATION 121.0'

SG133

SCALE IN FEET

2' 12'4' 8'

SG133

SG232

SEE SHT SM-141

MAINTENANCE BRIDGE

S T

O P

L O

G S

L O

D O

W N

S T

R E

A M F

A C

E O

S T

A .4

S E

E S

A -1

M A

T C

H L

SG332

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

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

C O

N T

R A

C T N

D A

T E

A P

P R

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12345

H A

R R

O U

N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

EL. 121.0

EL. 66.0'

4.5

EL. 103.0'

9'-0"

C.J.

EL. 60.0'

GATE INSTALLATION

CONCRETE AFTER

SECOND POUR

GATE MFR

AS REQ'D PER

21'-4"

4'-0"

2'-0"

8'-0" 8'-0" 3'-3"

2'-0" 4'-0" 4'-0"

116'-9"

9'-9"27'-3"

SECTION

EL. 93.5'

4.5

EL. 60.0'

BEYOND

CONCRETE ENCASEMENT

PIPE AIR VENTS &

12" DIAMETER STEEL

2'-0" 3'-3"8'-0"

9'-9"

(INVERT ELEV. 66.0')

WITH TYPE E WALL THIMBLE

SLIDE GATE FLUSH-BOTTOM

120"x120" SQUARE

2'-5" 2'-5"

GATE INSTALLATION

CONCRETE AFTER

SECOND POUR

7'-7"* * ** *

GATE MFR

=VERIFY WITH

STEEL CONDUITS

DETAIL

13'-6"

SG231SG131

SG231

SEE SHT SG-531

AIR VENTS

12" DIAMETER

SEE SHT SG-533

HANDRAILING

SEE SHT SG-532

PLATFORMS

LADDERS &

SEE SHT M-105

NOT SHOWN

STEMS & APPERTENANCES

GATE PEDESTALS,

EL. 115.0'

SEE SHT SO-161LC SYMMETRICAL

4'-5 "4

10'-1 "8

5'-0

24'-6"

4'-10

ELEV 79.5'

ELEV 66.0'

SLAB

4" MUD

NOT SHOWN

TRANSITION

STEEL

C.J.

6'-0" 6'-0" 6'-0"

BLOCK OUT

3'-0"

SO162

SG231

FLOW

x y

44.44

A S S

H O

M C

M A

2'-2

2 "4

LC SYMMETRICAL

DETAIL

SG231

STEEL)

10 FEET (STAINLESS

" IN8

BE WITHIN

FLATNESS SHALL

"x6"x12'-8" LONG8

3-12

STEEL)

LONG (STAINLESS

"x12'-0"4

L 2"x2"x

@ 12" O.C.

ANCHOR BOLTS

"?x6" LONG8

SG231

PARALLEL WITH TRASH RACK

HANDRAILING REMOVEABLE

D M

GROUT

NON-SHRINK

FILL WITH

M A

T C

H L

SEE SHT SM-141

MAINTENANCE BRIDGE

C J

SG231 0

SCALE IN FEET

4' 16' 24'8'

SCALE IN FEET

4' 16' 24'8'

0 2' 4'

SCALE IN FEET

6' 8'1'0

SCALE IN FEET

6" 1'3" 9"

SEE SHT SG-533

STEEL PIPE TRANSITION

SG-231

G A

T E T

O W

E R S

E C

N D

E T

M D S

G -2

& SA-511

SEE SHTS SA-311

TRASHRACK

SEE SHT SG-331

AFTER INSTALLATION

AGGREGATE CONCRETE

3/4" NOMINAL MAXIMUM SIZE

BLOCK OUT FILL WITH

1. SEE SHT SG-533 FOR TRANSITION LINER DETAILS.

NOTES:

SG533

1 2

S T

SLAB

4" MUD

4" MUD SLAB

SECTION - STA 17+55.19E

EL. 72.25'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

M A

R K

A P

P R

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

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

12345

H A

R R

O U

N T

Y T

E X

A S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

X X

X M

M /D

D /Y

Y Y

Y X

X X

B o b b y V a n C le a v e L e a d E n g r

X X

X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

O J E

C T P

A D

K S D

A M S

A F

E T

Y M

O D

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

EL. 121.0

EL. 66.0'

4.5

E…

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