W9126G-15-R0001Vol1Addicks-Arch-Mech-Util-Elec-Plans.pdf

PDF 44 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-Arch-Util-Elec-Plans

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File	Type	Posted
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
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W9126G-15-R0001Vol2BarkerReferenceSheetsR715ThruR726.pdf	PDF	Jun 4, 2015
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VOL2B-PLANS_W9126G-15-R-0001-2.pdf	PDF	Jun 4, 2015

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E N

A M

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D B

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A P

P R

E N

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D B

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C A

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A T

D A

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C O

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R A

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Production Center

SWD Dam Safety

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H A

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A Y

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N D T

U T

A R

A D

K S A

N D B

A R

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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

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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

X X

G -1

-R -0

A N

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

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G A

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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

O C

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

A T

N S

R E

Q U

E S

T F

O R P

R O

P O

S A

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G H

S C

-2

20'-6"

20'-0"

2'-4"6'-0"11'-8"

20'-0"

20'-6"

20'-0"

20'-6"

1'-1"1'-8"

12'-0"

12'-6"

12'-0"

12'-6"

SCALE IN FEET

1' 2' 4' 6'

SCALE IN FEET

2' 12'4' 8'

3'-11"4'-2"

A-101

F L

O O

R P

L A

N A

N D E

L E

V A

N S

A R

C H

E C

T U

R A

L G

E N

E R

A T

O R B

L D

B il l J a c k s o n

M D A -1

.d g

½% SLOPE

3 3

½% SLOPE

4'-2"3'-11"

ETC.

CONDUIT PENETRATIONS, EQUIPMENT LOCATIONS,

REFER TO MECHANICAL AND ELECTRICAL FOR 4.

LOCATIONS WITH FINAL EQUIPMENT SELECTIONS.

BASIS OF DESIGN; COORDINATE ACTUAL SIZES AND

ALL LOUVER SIZES AND LOCATIONS SHOWN ARE 3.

SEE SN-151 FOR FOUNDATION DETAILS.2.

LOCATION.

SEE C-103 FOR BUILDING ORIENTATION AND 1.

PLAN NOTES:

R B

SCALE IN FEET

2' 12'4' 8'

SCALE IN FEET

2' 12'4' 8'0

SCALE IN FEET

2' 12'4' 8'

FINISHED FLOOR ELEVATION; SEE SN-151

PANEL JOINT

WITH GENERATOR MANUFACTURER

GENERATOR EXHAUST; COORDINATE SIZE AND LOCATION

BACKDRAFT LOUVER

24"X24" BLOCKOUT WITH 2" SMOOTH REVEAL FOR INTAKE

LOUVER (LOUVER F.B.O.)

48"X48" BLOCKOUT W/2" SMOOTH REVEAL FOR INTAKE

EXHAUST LOUVER (LOUVER F.B.O.)

48"X48" BLOCKOUT W/2" SMOOTH REVEAL FOR RADIATOR

FAN (FAN F.B.O.)

18"X18" BLOCKOUT W/2" SMOOTH REVEAL FOR EXHAUST

PRECAST ROOF PANEL

PRECAST WALL PANEL

DOOR.

6'-0"X7'-0" GALVANIZED AND INSULATED DOUBLE STEEL

KEYED NOTES:

A101

B FRONT ELEVATION REAR ELEVATION

A101

D SIDE ELEVATION SIDE ELEVATION

A101

E FLOOR PLAN - GENERATOR BUILDING

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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D B

P L

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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

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H A

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E X

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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

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F u ll S iz e

U .S

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H W

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R N D

N D

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S A

F E

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E N

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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

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

20'-6"

20'-0"

3'-1"4'-0"12'-11"

SCALE IN FEET

1' 2' 4' 6'

A-102

B il l J a c k s

3 3

A R

C H

E C

T U

R A

L E

Q U

M E

N T B

L D

F L

O O

R P

L A

N A

N D E

L E

V A

N S

A B

M D A -1

½% SLOPE ½% SLOPE

20'-0"

20'-6"

20'-0"

20'-6"

12'-0"

12'-6"12'-6"

12'-0"

4 4

PANEL JOINT

FINISHED FLOOR ELEVATION; SEE SN-151

INSULATED PRECAST ROOF PANEL

INSULATED PRECAST WALL PANEL

4'-0" GALVANIZED & INSULATED SINGLE STEEL DOOR

KEYED NOTES:

R B

SCALE IN FEET

2' 12'4' 8' 0

SCALE IN FEET

2' 12'4' 8'

SCALE IN FEET

2' 12'4' 8'0

SCALE IN FEET

2' 12'4' 8'

ETC.

CONDUIT PENETRATIONS, EQUIPMENT LOCATIONS,

REFER TO MECHANICAL AND ELECTRICAL FOR 3.

SEE SN-151 FOR FOUNDATION DETAILS.2.

LOCATION.

SEE C-103 FOR BUILDING ORIENTATION AND 1.

PLAN NOTES:

A102

FRONT ELEVATION REAR ELEVATION

SIDE ELEVATION SIDE ELEVATION

FLOOR PLAN - EQUIPMENT BUILDING

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

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E X

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F F

A L

O B

A Y

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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

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

M-101

M E

C H

A N

A L D

E M

O P

L A

N I

E X

G D

A M L

A Y

O U

M D M

-1 .d

2. CLOUDS INDICATE LOCATION OF WORK.

DEMOLISHED ACCORDING TO SPECIFICATION 02 41 00.

1. LAYOUT OF EXISTING GATES AND ACTUATORS TO BE

NOTES:

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

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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

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S C

C O

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R A

C T N

D A

T E

A P

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Production Center

SWD Dam Safety

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H A

R R

O U

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E X

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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

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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

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T F

O R P

R O

P O

S A

S W

G H

S C

-2

M-102

M E

C H

A N

A L D

E M

O P

L A

N I I

G A

T E S

Y S

T E

M D M

-1 .d

CURRENT ASPECTS OF THE EXISTING OUTLET WORKS STRUCTURES.

ALL AS-BUILT SHEETS SHALL BE FIELD VERIFIED TO IDENTIFY

HAVE BEEN REPAIRED/REPLACED SINCE THEIR INSTALLATION.

7. SEVERAL COMPONENTS OF THE GATES, STEMS, ACTUATORS

SMALLER GATES, SIMILAR IN CONSTRUCTION TO WHAT IS SHOWN.

TO WHAT IS SHOWN. CONDUIT 3 CONSISTS OF TWO

6. CONDUITS 1, 2, 4, AND 5 CONSIST OF ONE GATE, SIMILAR

SPECIFICATION 02 41 00.

5. ALL COMPONENTS SHALL BE DEMOLISHED ACCORDING TO

4. UNBOLT FRAME AND REMOVE.

3. PULL AND REMOVE GATES.

2. REMOVE HOIST, LIMITORQUE, UNITS, AND PEDESTALS.

1. REMOVE STEM PROTECTIVE COVER, STEM AND COUPLINGS.

NOTES:

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

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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

G A

T E L

E A

M E

C H

A N

A L D

E M

O P

L A

N I

M D M

-1 .d

M-103

CONDUIT 3 GATES ARE OF SIMILAR MAKEUP.

3. DETAILS SHOWN ARE OF GATE FOR CONDUITS 1, 2, 4 AND 5.

ON EXISTING OUTLET WORKS STRUCTURES.

2. SEE REFERENCE SHEETS FOR ADDITIONAL INFORMATION

ACCORDING TO SPECIFICATION 02 41 00.

1. DETAILS OF GATES TO BE REMOVED AND DEMOLISHED

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

S L

E G

A T

E F

R A

M E

C H

A N

A L D

E M

O P

L A

N I

M D M

-1 .d

M-104

FIELD VERIFIED.

ALL DETAILS OF THIS SHEET SHALL BE

HAS OCCURRED SINCE CONSTRUCTION.

OF PORTIONS OF THE GATE COMPONENTS

SIMILAR MAKEUP. REPAIR/REPLACEMENT

2. ALL CONDUIT GATE FRAMES ARE OF

SPECIFICATION 02 41 00.

AND DEMOLISHED ACCORDING TO

1. DETAILS OF GATES TO BE REMOVED

REMARKSREQUIRED

QUANTITY

MAXIMUM OPERATING HEAD (FT)

OPERATING

SEAT DESIGN/

OPERATING

UNSEAT DESIGN/

FLUSH/STD

TYPE

BOTTOM

ELECTRIC

MANUAL/

OPERATOR

LENGTH

TYPE

THIMBLE

WALL

DISTANCE

"H"

6 55 20 50120X120 FLUSH ELECTRIC E - 36"

WITH HUB NUT

OPERATOR SHALL BE LOCKABLE

CONTAINED

NOT SELF-

WALL THIMBLE-MOUNTED GATE SCHEDULE

C H

A N

E A

N D A

C T

U A

T O

R L

A Y

(IN)(W X H)

OPENING

SIZE OF

SELF-CONTAINED

CONTAINED OR NOT

GATE TYPE SELF-

M105

A PLAN

SCALE IN FEET

2' 12'4' 8'

M105

SCALE IN FEET

2' 4' 8'

(TYP. 6)

GATE ACTUATORS

(TYP. 6)

SLUICE GATE

(TYP. 6)

GATE ACTUATORS

A B

M D M

-1 .d

M-105

SECTION

GATE AND ACTUATOR INFORMATION.

SECTION B REPRESENTS THE ORIENTATION OF THE ACTUATORS TO THE DAM. REFER TO DETAIL SHEETS FOR 6.

COORDINATED WITH CONCRETE WORK.

ACTUATOR SUPPLIER SHALL ALSO SUPPLY THE ACTUATOR PEDESTAL. BOLTING SIZE AND PATTERN SHALL BE 5.

THRUST, TORQUE, SIZE, AND SPEED.

GATE MANUFACTURER SHALL SUPPLY ELECTRIC ACTUATOR OR COORDINATE WITH ACTUATOR SUPPLIER ON 4.

LOCATIONS, AND NUMBER OF STEM GUIDES AND LOCATIONS.

GATE MANUFACTURER SHALL SUPPLY STEM SIZE, STEM LENGTHS, NUMBER OF STEM COUPLINGS AND 3.

PATTERN IS REQUIRED.

COORDINATION BETWEEN THE WALL THIMBLE AND PIPE TRANSITION MANUFACTURERS FOR BOLT SIZE AND

BETWEEN THE WALL THIMBLE AND GATE MANUFACTURERS FOR BOLT SIZE AND PATTERN IS REQUIRED.

CONTRACTOR SHALL COORDINATE CONCRETE WORK WITH WALL THIMBLE MANUFACTURER. COORDINATION 2.

LOCATION OF STEM SLEEVE, GATE FRAME ANCHORS, AND STEM GUIDE ANCHORS.

CONTRACTOR SHALL COORDINATE CONCRETE WORK WITH GATE MANUFACTURER FOR PROPER CLEARANCES, 1.

NOTES:

R M

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

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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

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®of Engineers

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0 4'2'

SCALE IN FEET

8' 12'

SCREEN AT 12' AFG.

WITH GOOSE NECK AND INSECT

EXTERIOR AND TERMINATE

MATCH TANK, TO BUILDING

SIZE AND MATERIAL TO

TANK VENT PIPING INSTALLATION,

PROVIDE VANDAL RESISTANT

THIMBLE AT WALL PENETRATION

PROVIDE INSULATED EXHAUST PIPE AND PENETRATION

MUFFLER EXHAUST

UH-1

FOR RADIATOR DUCT

WITH BACKDRAFT DAMPER

L-2, 48X48 CFM LOUVER

ON/OFF SWITCH

EXHAUST FAN

AH1

HP1

M106

A MECHANICAL FLOOR PLAN

EQUIPMENT BUILDING

1/4" = 1'-0"

SCALE IN FEET

2' 12'4' 8'

M106

B MECHANICAL FLOOR PLAN

GENERATOR BUILDING

1/4" = 1'-0"

SCALE IN FEET

2' 12'4' 8'

A B

M D M

-1 .d

M A

R E

S H

M-106

C H

A N

A L F

L O

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L A

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EXHAUST FAN (EF-1)

GENERATOR BUILDING

DAMPER

LOUVER WITH MOTORIZED

L-1, 48X48 CFM INTAKE

CLEANOUT. PENETRATE WALL AT FLOOR LEVEL.

PROVIDE 3/4" TRAPPED CONDENSATE DRAIN WITH

RECOMMENDATIONS.

GENERATOR BASED UPON MANUFACTURERS

COORDINATE LOCATION OF EQUIPMENT PAD FOR

SECURITY BAR CAGE AROUND HP-1.

WALL MOUNTED ON BUILDING EXTERIOR WALL. PROVIDE

SIZE 15 AMPS; MOCP 20 AMPS; OUTDOOR UNIT SHALL BE

EQUIPMENT DRAWINGS. RECOMMENDED FUSE/BREAKER

COORDINATE LOCATION OF INDOOR UNIT WITH ELECTRICAL

PROVIDE WALL MOUNTED DUCTLESS SPLIT HEAT PUMP.

HER-50

SHOULD EXHAUST FAN FAIL. BASIS OF DESIGN MODINE

INTERLOCKED WITH EXHAUST FAN TO DISABLE HEATER

TO 45 DEGREES FAHRENHEIT. HEATER SHALL BE

ELECTRIC HEATER WITH STEM MOUNTED THERMOSTAT SET

EVENT OF FAN FAILURE.

ELECTRIC UNIT HEATER TO DISABLE UNIT HEATER IN THE

BUILDING TO INDICATE FAN FAILURE. INTERLOCK WITH

CONTINUOUSLY. PROVIDE INDICATOR LIGHT ON OUTSIDE OF

LOUVER 1’ AFF TO BOTTOM OF LOUVER. FAN SHALL RUN

CONSTRUCTION PER AMCA STANDARD 99-0401-86, INSTALL

PROVIDE EXHAUST FAN (EF-1) WITH SPARK RESISTANT

DRAWINGS FOR EXACT LOCATION.

LOCATE HIGH IN WALL. REFER TO ARCH ELEVATION

ENAMEL FINISH AND BACK DRAFT DAMPER (INTAKE LOUVER)

WIND DRIVEN RAIN RESISTANCE, DRAINABLE FRAME, BAKED

PROVIDE COMBINATION HURRICANE LOUVER/DAMPER WITH

LOUVER) DAMPER SHALL FAIL OPEN.

ENAMEL FINISH AND BACK DRAFT DAMPER . (EXHAUST

WIND DRIVEN RAIN RESISTANCE, DRAINABLE FRAME, BAKED

PROVIDE COMBINATION HURRICANE LOUVER/DAMPER WITH

WHILE GENERATOR IS IN OPERATION. (INTAKE LOUVER)

OPERATION AND SHALL NOT RETURN TO CLOSED POSITION

OPEN ON LOSS OF UTILITY POWER FOR GENERATOR

ACTUATOR. INTAKE DAMPER SHALL SPRING FAIL TO FULL

ENAMEL FINISH, FIXED LOUVER WITH DAMPER AND MOTOR

WIND DRIVEN RAIN RESISTANCE, DRAINABLE FRAME, BAKED

PROVIDE COMBINATION HURRICANE LOUVER/DAMPER WITH

TO FABRICATION OF DUCTWORK AND ORDER OF LOUVER.

REQUIREMENTS WITH GENERATOR MANUFACTURER PRIOR

CONFIRM SIZE AND MATERIAL OF RADIATOR EXHAUST DUCT

KEYED NOTES:

LOCATIONS IN WALLS.

REFER TO ARCHITECTURAL DRAWINGS FOR LOUVER

GENERAL NOTE:

LOCATED HIGH ON WALL

BACKDRAFT DAMPER

LOUVER WITH

L-3, 24X24 CFM INTAKE

PAD FOR GENERATOR

FOR DETAIL OF HOUSE KEEPING

SEE DETAIL "C" SHEET SN-151

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(SSTL)

HEAD BOLTS WITH LOCK WASHERS

BOLTED TO PEDESTAL WITH HEX

THE LIFT MANUFACTURER. LIFT

DRAWING WILL BE FURNISHED BY

WIRING DIAGRAM AND DEMENSION

MOTOR-OPERATED LIFT

1/2" PITCH; 1" LEAD

5 1/2 DIA. STEM (SST)

66.00'

N O

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THICKNESS

FOR CONCRETE

SEE STRUCTURAL

M501

A DOWNSTREAM VIEW

N.T.S.

M501

N.T.S.

SIDE VIEW

NOTES:

INCREMENTS.

INCLUDE DIMENSIONAL MARKINGS IN 6 INCH

POSITIONING OF THE GATE. COVER SHALL

SHATTER PROOF MATERIAL AND ALLOW VISUAL

STEM COVER SHALL BE CONSTRUCTED OF 5.

WHEN THE GATE IS IN THE CLOSED POSITION.

VISUAL POSITIONING IN THE STEM COVER

STEM SHALL BE LONG ENOUGH TO PROVIDE 4.

NOT ALLOW THREADS TO ENTER STEM GUIDE.

UPPER STEM GUIDE SHALL BE LOCATED TO

DIMENSIONS TO LOCATE THE STEM GUIDES.

GATE MANUFACTURER SHALL SUPPLY 3.

OPENING.

APPLICABLE AXIS AT CENTERLINE OF GATE

- 1/16 INCH AS MEASURED FROM THE

BOLT LOCATIONS HAVE A TOLERANCE OF + OR

OF + OR - 1/4 INCH. DIMENSIONS FOR

STRUCTURAL EQUIPMENT HAVE A TOLERANCE

OUTLINE DIMENSIONS FOR CASTING OR 2.

NOTED OTHERWISE.

ALL DIMENSIONS IN INCHES UNLESS 1.

M D M

-5 .d

M-501

33 49 33.00 03.

ACCORDING TO SPECIFICATION

STEM COVER SHALL BE DESIGNED

R M

M501

C GREASE FITTING LOCATION

N.T.S.

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US Army Corps

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SHEET OF YYY

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L120-190-V7 ACTUATOR OR APPROVED EQUAL.

CONTRACTOR SHALL SUPPLY A LIMITORQUE 1.

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M D M

-5 .d

M-502

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US Army Corps

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SHEET OF YYY

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ELECTRICAL GENERAL NOTES:

E-001

E P

H C

A T

CONSTRUCTION TO PROVIDE POINT-TO-POINT CONNECTIONS.

AND A RECORD OF ALL DEVIATIONS, MODIFICATIONS, AND ADDITIONAL SHOP DRAWINGS INTEGRATED INTO THE ISSUED FOR

18. THE AS-BUILT DRAWINGS SHALL INCLUDE ALL THE INFORMATION SHOWN ON THE ISSUED FOR CONSTRUCTION DRAWINGS

WIRING.

ARRANGEMENTS, RELAY CONTACT CIRCUIT DESIGNATIONS, POINT-TO-POINT CONNECTIONS INCLUDING FACTORY AND FIELD

AND GUAGE OF CABLES, TERMINAL ASSIGNMENT, NAMING CONVENTIONS, TERMINAL STRIPS, RELAY CONTACT

CONTRACTOR. DRAWINGS SHALL SHOW EQUIPMENT LOCATIONS, EQUIPMENT DEVICE NAMES, EQUIPMENT RATINGS, TYPE

17. THE AS-BUILT DRAWINGS SHALL BE A RECORD OF THE CONSTRUCTION AS INSTALLED AND COMPLETED BY THE

SYSTEM.

EQUIPMENT, BUILDING STEEL, AND INTERIOR METAL SYSTEMS SHALL BE CONNECTED TO THE GROUNDING ELECTRODE

ALL NON-CURRENT CARRYING METAL PARTS OF LIGHTING/CCTV POLES, HANDRAILING, LADDERS, GRATING, FENCES, 16.

OTHERWISE SHOWN.

ALL EXTERIOR BOXES THAT ARE SURFACE MOUNTED SHALL BE HINGED COVER, STAINLESS STEEL, NEMA TYPE 4X UNLESS 15.

ALL EXTERIOR CONDUIT SUPPORTS SHALL BE STAINLESS STEEL.14.

NOTED OR SPECIFIED ELSEWHERE.

CONTAIN ELECTRONIC COMPONENTS SHALL BE GASKETED NEMA 12 TO PREVENT DUST INTRUSION UNLESS OTHERWISE

WITH HEATER AND THERMOSTAT TO PREVENT CONDENSATION. ENCLOSURES MOUNTED INSIDE THE BUILDINGS THAT

ALL PANEL AND MOTOR ENCLOSURES MOUNTED OUTSIDE THAT CONTAIN ELECTRONIC COMPONENTS SHALL BE SPECIFIED 13.

PROVIDE LAMINATED POINT TO POINT CONTROL WIRING DIAGRAMS IN ALL ENCLOSURES INSIDE THE DOOR POCKET.12.

PROVIDE ARC FLASH LABELS FOR ALL ELECTRICAL ENCLOSURES. REFERENCE SPEC 26 05 00.00 40 PARA. 3.2.10.11.

AND ENCLOSURES.

PROVIDE PERMANENT COLORED PHENOLIC NAMEPLATES ON THE OUTSIDE OF ALL ELECTRICAL PANELS, JUNCTION BOXES 10.

PROVIDE FLEXIBLE STRANDED WIRING IN CORRUGATED PLASTIC SPLIT TUBING ACROSS CONTROL PANEL DOOR HINGES. 9.

BUILDINGS. PROVIDE DIN RAIL MOUNTED TERMINAL BLOCKS OR POWER DISTRIBUTION BLOCKS FOR ALL OTHER WIRING.

ON POWER WIRING DO NOT USE WIRE NUTS ON ANY WIRING EXCEPT POWER BRANCH CIRCUIT WIRING INSIDE THE 8.

LETTERING ON LABELS SHALL BE TYPE WRITTEN NOT HAND WRITTEN.7.

LABEL ALL WIRING AND TERMINAL BLOCKS WITH PERMANENT MARKERS WHICH ARE MOISTURE RESISTANT.6.

ALL CONTROL PANEL COMPONENTS SHALL BE NEMA RATED (NOT IEC).5.

MINIMUM SIZE CONDUIT SHALL BE 3 / 4 INCH AND MINIMUM WIRE SIZE FOR POWER WIRING SHALL BE #12 AWG.4.

REQUIRED FOR AN EQUIPMENT CONNECTIONS, OR IF UNDERGROUND OR EMBEDDED SCH 80 PVC SHALL BE USED.

ALL WIRING SHALL BE COPPER IN GALVANIZED RIGID STEEL CONDUIT UNLESS LIQUIDTIGHT FLEXIBLE METAL CONDUIT IS 3.

OUTAGES.

ADVANCE. CONTRACTOR SHALL PROVIDE ALL TEMPORARY POWER NECESSARY TO SUSTAIN PROJECT OPERATIONS DURING

THE CONTRACTOR SHALL COORDINATE ALL POWER OUTAGES AFFECTING EXISTING PROJECT OPERATIONS WITH THE COR IN 2.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS.1.

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US Army Corps

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SHEET OF YYY

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LEGEND

ABBREVIATIONS

E101

1" = 30'-0"

SCALE IN FEET

15' 30' 60' 90'

1 1

ELECTRICAL SITE DEMOLITION PLAN

ENCLOSURE

TRANSFER SWITCH

BUILDING

GENERATOR

50 KW DIESEL

BELOW GRADE

SCH. 40 PVC CONDUIT

SERVICE FEDER IN

AREA/CORRIDOR

ACCESS

TO ELDRIDGE PARKWAY

ACCESS RAMPS ADJACENT

ADDICKS RESERVOIRADDICKS RESERVOIR

AREA/CORRIDOR

ACCESS

E-101

E D

E M

O L

N P

C T

TRANSMISSION LINE EASEMENT

EXISTING CENTERPOINT ENERGY

EXISTING HARRIS COUNTY POLE

DISCONNECT OR PEDESTAL

UNDERGROUND LINE

LIGHT POLE

PULL BOX

PROVIDE NEW SERVICE DISCONNECT, SEE E-102.

EXISTING SERVICE DISCONNECT SHALL BE REMOVED.

EXISTING ENCLOSURE "A" SHALL BE REMOVED.

EXISTING ENCLOSURE "B" SHALL BE REMOVED.

REMOVED.

EXISTING UNDERGROUND BRANCH CIRCUIT SHALL BE

JUNCTION BOX SHALL BE REMOVED.

AND FEEDER.

EXISTING UNDERGROUND SERVICE, REMOVE CONDUIT

GENERATOR BUILDING.

GENERATOR BUILDING AND ENCLOSURE "A" TO

BOX TO TRANSFER SWITCH, TRANSFER SWITCH TO

BOXES, UNDERGROUND CONDUIT FROM JUNCTION

DEMOLISHED. ALSO REMOVE UNDERGROUND PULL

EXISTING GENERATOR BUILDING SHALL BE

TURNOVER TO GOVENMENT.

EXISTING TRANSFER SWITCH SHALL BE REMOVED AND

ADDICKS FIELD OFFICE.

DELIVERED TO THE GOVERNMENT. IN THE VICIINTY OF

EXISTING GENERATOR SHALL BE REMOVED AND

BRANCH CIRCUIT SHALL BE REMOVED.

EXISTING LIGHT FIXTURES, POLE, CONDUIT AND

KEYED NOTES:

PVC - POLYVINYL CHLORIDE

SCH - SCHEDULE

KW - KILOWATT

AND MANHOLES.

LIMITED TO CONDUITS, WIRES, PULL BOXES,

UNDERGROUND SHALL INCLUDE BUT NOT

ELECTRICAL UNDERGROUND. ELECTRICAL

CONTRACTOR SHALL REMOVE ALL EXISTING 4.

POLES LOCATIONS.

REFER TO SHEET E-902 FOR EXISTING LIGHT 3.

CIRCUIT.

WIRING AND CONDUIT TO MAKE A COMPLETE

RECONNECT ALL EXISTING LIGHTING CIRCUIT

FIXTURES ALONG THE PEDESTRIAN WALK WAY.

REINSTALL EXISTING LIGHT POLE AND

PARKS DEPARTMENT TO REMOVE AND

COORDINATE WITH HARRIS COUNTY PREC 3 2.

INFORMATION.

TO SHEET E-902 FOR ADDITIONAL

EXISTING EQUIPMENT TO BE REMOVED. REFER

DEMOLITION PLAN DOES NOT SHOW ALL 1.

GENERAL NOTES:

PB PBPB

PB PB

UPB UPB

UPB

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US Army Corps

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SHEET OF YYY

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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

1" = 30'-0"

SCALE IN FEET

15' 30' 60' 90'

ELECTRICAL SITE PLAN

BUILDING

EQUIPMENT

(TELEPHONE)

PEDESTEL

NEW SERVICE

T R

A L S

E P

M M

C M

H E

P H

GENERAL NOTES:

11 21

E-102

LEGEND

DISCONNECT OR PEDESTAL

UNDERGROUND LINE

LIGHT POLE

PULL BOX

ABBREVIATIONS

E102

3 4

E201

E102

BUILDING

GENERATOR

DIESEL

80 KW

(ELEC)

DISC

SERVICE

NEW

A A A

10INCLUDE SPARE CONDUITS

10 INCLUDE SPARE CONDUITS

6. REFER TO SHEET E-401 FOR PARTIAL ENLARGED PLAN.

5. REFER TO SHEET E-601 FOR CONDUIT SIZES.

PLANS.

4. REFER TO SHEET E-103 FOR BUILDING ELECTRICAL FLOOR

3. REFER TO SHEET E-201 FOR ELEVATION DETAIL.

2. PROVIDE EXPANSION FITTING FOR ALL CONDUIT ON BRIDGE.

1. ALL WORK IS NEW UNLESS NOTED OTHERWISE.

PVC - POLYVINYL CHLORIDE

SCH - SCHEDULE

KW - KILOWATT

STRUCTURE

INTAKE

STRUCTURE

OUTLET

GRADE

CONDUIT BELOW

SCH 80 PVC

SERVICE FEEDER IN

BELOW GRADE

SCH. 80 PVC CONDUIT

TELEPHONE CABLE IN

WIRE SIZE.

BELOW GRADE. SEE SHEET E-601 FOR CONDUIT AND

ROUTE SCH. 80 PVC LIGHTING CONDUIT MINIMUM 24"

SHEET E-501.

DEGREES ABOVE HORIZONTAL. REFER TO DETAIL 'L' ON

MOUNTED ON BRACKET AND POSITIONED AT 45

EQUAL (REFER TO E-607 LIGHTING FIXTURE SCHEDULE)

PROVIDE (3) HOLPHANE LIGHTING LUMINAIRES OR

"C" ON SHEET E-501.

PROVIDE ALL MOUNTING HARDWARE. REFER TO DETAIL

WARNING HORN. MOUNT HORN ON TOP OF POLE.

GRADE AND GRS ABOVE GRADE TO CAMERA.

FROM UPS PANEL IN 1' PVC SCH 80 BELOW #12 AWG

6 - STRAND MULTIMODE FIBER FROM CCTV RACK AND 3 -

CONDUIT TO CAMERA.

FROM UPS PANEL IN 2'' AND 1'' PVC SCH 80 #10 AWG

6 - STRAND MULTIMODE FIBER FROM CCTV RACK AND 3 -

E-603. MOUNT CAMERA 20' ABOVE FINISHED GRADE.

DETAIL C ON SHEET E-501 AND SEE DETAIL C ON SHEET

PTZ CAMERA, MOUNT ON 25' HINGED LIGHT POLE. SEE

E-603. MOUNT CAMERA 15' ABOVE FINISHED GRADE.

SEE DETAIL H ON SHEET E-501 AND DETAIL C ON SHEET

PTZ CAMERA, MOUNT ON 20' STEEL HINGE LIGHT POLE.

CAMERA 15' ABOVE FINISHED GRADE.

FIXTURE ANDSEE DETAIL C ON SHEET E-603. MOUNT

DETAIL K FOR POLE REQUIREMENTS EXCEPT NOT LIGHT

PTZ CAMERA, MOUNT ON 20' HINGE STEEL POLE. SEE

WITH THE NEW SERVICE.

FOR THE NEW SERVICE. PAY ALL COSTS ASSOCIATED

STANDARDS AND PROVIDE ALL EQUIPMENT NECESSARY

TELEPHONE UTILITY SERVICE. MEET UTILITY SERVICE

COORDINATE WITH AT&T TO ESTABLISH NEW

COSTS ASSOCIATED WITH THE SERVICE.

EQUIPMENT NECESSARY FOR THE SERVICE. PAY ALL

UTILITY SERVICE STANDARDS AND PROVIDE ALL

ESTABLISH NEW ELECTRIC UTILITY SERVICE. MEET

COORDINATE WITH CENTERPOINT ENERGY TO

HORIZONTAL. REFER TO DETAIL "C" ON SHET E-501.

BRACKET AND POSITIONED AT 45 DEGREES ABOVE

LIGHT FIXTURE SCHEDULE), MOUNTED ON 90 DEGREE

LIGHTING LUMINAIRE'S OR EQUAL (REFER TO E-607

ASCE 7-10 WIND LOADING WITH (2) HOLOPHANE

POLE SHALL BE 25 FOOT HINGE STEEL POLE, RATED FOR

WALL OF OUTLET STRUCTURE.

ROUTE SCH. 80 PVC LIGHTING CONDUIT EMBEDDED IN

DETAIL "A", SHEET E-504

24" X 36" X 24"D PULL BOX WITH LOCKABLE COVER. SEE

WIRE SIZES. PROVIDE 1-2" AND 1-3" SPARE CONDUITS.

BELOW GRADE. SEE SHEET E-601 FOR CONDUIT AND

ROUTE SCH. 80 PVC LIGHTING CONDUIT MINIMUM 24"

EQUIPMENT. SEE ROUTING DETAIL "A" SHEET E-501.

NEW STRUCTURAL GRATING AT PLATFORM TO

ROUTE RGS LIGHTING CONDUIT ALONG UNDERSIDE OF

HORIZONTAL.

BRACKET AND POSITIONED AT 45 DEGREES ABOVE

LIGHT FIXTURE SCHEDULE), MOUNTED ON 90 DEGREE

LIGHTING LUMINAIRE'S OR EQUAL (REFER TO E-607

ASCE 7-10 WIND LOADING WITH (2) HOLOPHANE

POLE SHALL BE 20 FOOT HINGE STEEL POLE, RATED FOR

CONDUIT AND WIRING.

SEE SHEET E-601 FOR SIZING OF SERVICE FEEDER

REQUIREMENTS.

SEE GENERATOR DETAIL E-501 DETAIL "G" AND "J" FOR

SEE SHEET E-501 FOR CONDUIT BURIAL DETAIL.

AND INTAKE STRUCTURE PLATFORM. SEE DETAIL, E-601

PROVIDE CONDUITS BETWEEN EQUIPMENT BUILDING

AND GENERATOR BUILDING, SEE E-601.

PROVIDE CONDUITS BETWEEN EQUIPMENT BUILDING

DETAIL "A" SHEET E-504

36" X 36" X 24" D PULL BOX WITH LOCKABLE COVER. SEE

HORIZONTAL. REFER TO DETAIL "H" ON SHEET E-501.

BRACKET AND POSITIONED AT 45 DEGREES ABOVE

FIXTURE SCHEDULE ON E-607), MOUNTED ON 90 DEGREE

LIGHTING LUMINAIRE'S OR EQUAL (REFER TO LIGHTING

ASCE 7-10 WIND LOADING WITH (2) HOLOPHANE

POLE SHALL BE 20 FOOT HINGE STEEL POLE, RATED FOR

KEYED NOTES:

J J

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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A S

B U

F F

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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

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T R

G A

L V

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T O

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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

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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

CCTV

BMS

TTB

EXHAUST FAN

GENERAL BUILDING

PIPE AND PENETRATION

MUFFLER EXHAUST

IN USE COVER AT 18" AFF

GFI AND WEATHERPROOF

20 AMP RECEPTACLE WITH

UPS

10KVA

GENERATOR BLDG. - ELECTRICAL FLOOR PLAN

EQUIPMENT BLDG. - ELECTRICAL FLOOR PLAN

M M

C A

T E

P H

CENTER

UPS LOAD

SYMBOL LEGEND

GENERAL NOTES: KEYED NOTES:

C T

A L F

L O

O R P

L A

PANEL

ATS6

PANEL

BMS

Sos

SPD

E103

E-103

SECURITY

ABOVE FINISHED FLOORAFF

SWITCH

EXHAUST FAN

BUILDING

POWER

UNIT HEATER

DAMPER

MOTORIZED

1/4" = 1'-0"

SCALE IN FEET

2' 12'4' 8'

1/4" = 1'-0"

SCALE IN FEET

2' 12'4' 8'

NEMA 3R

NON-FUSED

SWITCH 30A

DISCONNECT

HEAT PUMP

REMOTE CONTROL PANEL

C C

CE C

C C

DETAIL

SEE S-151 FOR PAD

HOUSEKEEPING PAD.

GENERATOR ON

FLOOR PLANS.

6. REFER TO SHEET A-101 AND A-102 FOR ARCHITECTURE

FOR APPROVAL PRIOR TO FABRICATION.

FLOOR PENETRATION TO BUILDINGS AND SHALL SUBMIT

5. CONTRACTOR SHALL PROVIDE CONDUIT LAYOUT FOR

ONE LINE DIAGRAM.

4. REFER TO SHEET E-604 FOR SECURITY AND FIRE ALARM

SEE M-106 FOR LOCATION OF MECHANICAL EQUIPMENT.3.

DESCRIPTIONS.

SEE CONDUIT SCHEDULE, SHEET E-601 FOR CONDUIT RUN 2.

ALL WORK IS NEW UNLESS NOTED OTHERWISE.1.

2-32 WATT, T8 FLORESCENT LIGHT FIXTURE WITH EMERGENCY BALLAST

2-32 WATT, T8 FLORESCENT LIGHT FIXTURE

PASSIVE INFRARED MOTION SENSOR

HEAT DETECTOR

SMOKE DETECTOR

DUPLEX RECEPTACLE

WEATHER PROOF HORN/STROBE, FIRE ALARMWP

UNINTERRUPTABLE POWER SUPPLYUPS

TELEPHONE TERMINAL BOARDTTB

SURGE PROTECTIVE DEVICESPD

OCCUPANCY SENSOROS

MANUAL PULL STATION, FIRE ALARMMP

KEY PAD, INTRUSION DETECTION SYSTEMKP

INTRUSION DETECTION SYSTEM PANELIDS

FIRE ALARM PANELFA

CLOSED CIRCUIT TELEVISION CAMERACCTV

BALANCED MAGNETIC SWITCHBMS

AUTOMATIC TRANSFER SWITCHATS

LIGHTING CONTROL PANEL

MTS

40" CCTV MONITOR 16

MOUNTING HARDWARE SHALL EQUIP WITH A TILTING FEATURE.

MOUNT MONITOR ON WALL. MOUNT MONITOR 12" ABOVE TOP OF THE CONTROL PANEL.

40 INCHES LED CCTV MONITOR. PROVIDE ALL NECESSARY MOUNTING HARDWARE TO

EQUIPMENT.

PROVIDE NEC REQUIRED WORKING SPACE AROUND GENERATOR ELECTRICAL

SEE M-106 FOR EXHAUST FAN OPERATION.

PROVIDE 2" SPARE STUB UP FROM EXTERIOR PULL BOX.

CCTV EQUIPMENT RACK. SEE DETAIL B ON SHEET E-603.

GENERATOR HEATER CIRCUIT.

GENERATOR BATTERY CHARGER CIRCUIT.

BRACKET, AIM AT DOOR.

CCTV CAMERA, INTERIOR RATED, WALL MOUNTED 8' AFF ON ADJUSTABLE

SHEET E-501.

PROVIDE NEMA 12 ENCLOSURE. REFER TO REMOTE CONTROL PANEL DETAIL "E" ON

SEE M-106 FOR INTAKE DAMPER OPERATION.

PROVIDE AUTOMATIC TRANSFER SWITCH IN NEMA 1 ENCLOSURE.

DIAGRAM ON SHEET E-604.

EQUIPMENT. PLYWOOD SHALL BE FIRE RATED. REFER TO TELEPHONE ONE LINE

VOID-FREE, 4' HIGH BY 4' WIDE, CAPABLE OF SUPPORTING ATTACHED

" AC GRADE PLYWOOD, 4

3RIGIDLY FIXED TELEPHONE BACKBOARD

T8 LAMPS. TYPICAL FOR ALL.

PROVIDE FLUORESCENT VAPOR TIGHT FIXTURE WITH 2-32 WATT

20 AMP RECEPTACLE TYPICAL OF 3. MOUNT RECEPTACLE 18" AFF.

PROVIDE WEATHER PROOF HORN/STROBE, MOUNTED AT 8' AFF.

GUARD, PHOTOCELL TWIST-LOCK, MOUNTED AT 8' AFF.

PROVIDE WALL PACK V, GLASS LED, 10 LED LIGHT ENGINES, 4000K, TYPE III, VANDAL

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

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A D

K S A

N D B

A R

K E

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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

-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

E104

SCALE IN FEET

40' 80' 160' 240'

E-104

C T

D A

T E

P H

OUTAGES. CENTER POINT ENERGY SERVICES THIS AREA.

COORDINATE WITH CONTRACTNG OFFICER PRIOR TO ANY POWER 5.

FIXTURES DAMAGED DURING THE RELOCATION.

REPLACE ANY POLES, CONDUITS, HANDHOLES, WIRING, AND LIGHTING 4.

THIS CONTRACT.

EXISTING LIGHT POLE AND CIRCUIT RELOCATION SHALL BE PART OF 3.

OWNED/OPERATED BY HARRIS COUNTY PRECINCT #3

PEDESTRIAN ACCESS ROAD. THE LIGHTING SYSTEM IS

THE LIGHT POLES IN THE CONSTRUCTION AREA TO THE NEW

COORDINATE WITH CONTRACTING OFFICER PRIOR TO RELOCATING 2.

CONSTRUCTION AREA.

CLOUDED AREAS INDICATE LIGHT POLES AFFECTED BY 1.

GENERAL NOTES:

PEDESTRIAN ACCESS ROAD - EXISTING

P E

D E

S T

N A

C C

E S

S R

O A

D E

G A

M D E -1

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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A S

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A L

O B

A Y

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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

SCALE IN FEET

40' 80' 160' 240'

E-105

C T

D A

T E

P H

1 1

LIGHTING FIXTURES.

AND ROUTE NEW LIGHTING CIRCUIT AND CONDUIT TO RELOCATED

PROVIDE NEW HANDHOLE AND SPLICE TO EXISTING LIGHTING CIRCUIT

RELOCATED LIGHT POLE

KEYED NOTE:

E105

DRAWINGS.

2. SEE ER-701 THRU ER-709 FOR ORIGINAL COUNTY CONSTRUCTION

ROD.

POWERLINES. PROVIDE GROUND LUG, #6 COPPER WIRE AND GROUND

PROVIDE NEW 35'-6" TYPE I POLE WHERE NEAR OVERHEAD

ALUMINUM OR FRP HANDHOLE COVER. ANTI -GRAFFITI COATED.

PRE-STRESSED CONCRETE LIGHT POLE WITH 2-3/8" O.C. TENON WITH

EXISTING POLES ARE 40'-6" TYPE II, GRAY SQUARE TAPERED, 1.

GENERAL NOTES:

PEDESTRIAN ACCESS ROAD - NEW

P E

D E

S T

N A

C C

E S

S R

O A

D N

M D E -1

9'-9"

STILLING BASIN

SCALE IN FEET

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

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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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

M D E -2

M M

E P

1" = 20'-0"

SCALE IN FEET

10' 20' 40' 60'

E-201

C T

A L P

R O

H T

G L

O C

A T

ELECTRICAL PROFILE

GENERATOR BUILDING

E102

SEE SHEET E-102 ELECTRICAL SITE PLAN FOR PROFILE CUT LINE.1.

GENERAL NOTES:

MOUNT CAMERA ON POLE. SEE DETAIL "C" E-603

MOUNT LIGHTING FIXTURE ON BULL NOSE.

MOUNT POLE ON TOP OF INTAKE TOWER WALL. SEE DETAIL "H", E-501.

MOUNT POLE ON CONCRETE POLE BASE. SEE DETAIL " C", E-501.

MOUNT POLE ON TOP OF OUTLET WALL. POLES SHALL BE PLACED A MINIMUM OF 5' AWAY FROM JOINTS. SEE DETAIL "K". E-501

KEYED NOTES:

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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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

P B

U P

B U

P B

U P

E401

SCALE IN FEET

4' 16' 24'8'

N D

A Y

C T

E402

E403

E-401

ENLARGED PLAN

CONDUIT LAYOUT

BUILDING

EQUIPMENT

BUILDING

GENERATOR

H C

SEE NOTE 2

3. PROVIDE PARTITIONS IN ALL BOXES IF REQUIRED BY NEC.

SECURITY FENCE GATE.

COORDINATE PLACEMENT WITH SECURITY FENCE AND2.

SEE SHEETS E-402 AND E-403 FOR ENLARGED PLANS1.

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

P B

E-402

N D

A Y

O U

T D

E T

C T

H C

A T

ACTUATORS

E402

A ENLARGED PLAN

CONDUIT LAYOUT DETAIL

SCALE IN FEET

2' 12'4' 8'

ACTUATOR

LTG

CFCI

LTG

LTG/CCTV

KEYED NOTES

GROUND FAULT CIRCUIT INTERUPTER-GFCI

CONDUIT-C

LIGHTING-LTG

CLOSED CIRCUIT TELEVISION-CCTV

GATE #1, SERVICE-1S

GATE #1, EMERGENCY-IE

POWER-PWR

INSTRUMENT- INST

CONTROLCTRL -

ABBREVIATIONS

ACTUATOR

LIGHT POLE OR LIGHT FIXTURE

PULL BOX

RECEPTACLE

SYMBOLS

4 9 10

8 8

24"H X 20"W X 6"DSTEM WELL

16"H X 12"W X 6"DACTUATOR PEDESTAL

12"H X 10"W X 6"DINTAKE, BULL NOSE

36"H X 30"W X 8"DBRIDGE, BOTH ENDS

36"H X 30"W X 8"DRETAINING WALL

SIZELOCATION

PULL BOX SCHEDULE

6 6

12 CONDUIT SLEEVES INTO WELL

6 CONDUIT SLEEVES INTO WELL

3 CONDUIT SLEEVES INTO WELL

TYPICAL, 3 CONDUITS. POWER, CONTROL, AND INSTRUMENTATION TO EACH WELL.

NOT SHOWN.

TYPICAL COVER, LOCKABLE, NEMA 4X, STAINLESS STEEL ENCLOSURE. CONDUITS FROM BOX TO BOX ARE

VIDEO CONDUIT

LIGHTING CONDUIT

CCTV POWER AND LIGHTING, UPS AND B PANELS TO INTAKE GATE TOWER CONDUIT.

NEMA 4X STAINLE STEEL ENCLOSURE.

TYPICAL, SURFACE MOUNTED PULL BOX ON ACTUATOR PEDESTAL. PROVIDE HING COVER, LOCKABLE, TABLE THIS SHEET FOR BOX SIZE.

SURFACE MOUNTED, HINGE COVER, LOCKABLE, NEMA 4X STAINLESS STEEL PULL BOX. SEE PULL BOX 4.

SEE E-601 AND E-606 FOR CONDUIT SCHEDULES.3.

SEE E-502 FOR DETAIL SHOWING FLEXIBLE CONDUIT BETWEEN ACTUATOR AND BOX ON PEDESTAL.2.

SEE E-505 FOR CONDUIT RACKING SYSTEM TO BE PROVIDED UNDER BRIDGE DECK.1.

GENERAL NOTES

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

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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

UPB UPB

UPB

E403

E-403

N D

A Y

O U

T D

E T

ENLARGED PLAN

C T

GENERATOR

H C

EQUIPMENT

SCALE IN FEET

2' 12'4' 8'

CONDUIT LAYOUT - DETAIL

ACTUATOR

LIGHT POLE OR LIGHT FIXTURE

PULL BOX

RECEPTACLE

SYMBOLS

KEYED NOTES

1 1

CCTV

PANEL

UPS

SPARE

ATS TO PANEL B POWER CONDUIT.

ELECTRICAL SERVICE CONDUIT.

SPARE CONDUIT. SEE E-102 FOR CONTINUATION TO OUTLET.

VIDEO CONDUIT. SEE E-102 FOR CONTINUATION TO OUTLET.

OUTLET.

CCTV POWER AND LIGHTING CONDUIT. SEE E-102 FOR CONTINUATION TO

ELECTRICAL SERVICE CONDUIT. SEE E-102 FOR CONTINUATION TO UTILITY.

TELEPHONE SERVICE CONDUIT. SEE E-102 FOR CONTINUATION TO UTILITY.

SPARE 2" CONDUIT

AND STAINLESS STEEL BOLTS.

LOCKABLE, NEMA 4X STAINLESS STEEL. MOUNT ON STAINLESS STEEL UNISTRUT

SURFACE MOUNTED PULL BOX ON ABUTMENT RETAINING WALL. HINGE COVER,

UNDERGROUND PULL BOX, SEE DETAIL E-504

16 15 14 13

12 10 9 8 7 6 5

SEE E-601 AND E-606 FOR CONDUIT SCHEDULES.3.

SEE E-502 FOR DETAIL SHOWING FLEXIBLE CONDUIT BETWEEN ACTUATOR AND BOX ON PEDESTAL.2.

SEE E-505 FOR CONDUIT RACKING SYSTEM TO BE PROVIDED ON OUTSIDE OF BRIDGE GUARD WALL.1.

GENERAL NOTES

UPB - UNDERGROUND PULL BOX

PB - PULL BOX SURFACE MOUNT

GROUND FAULT CIRCUIT INTERUPTER-GFCI

CONDUIT-C

LIGHTING-LTG

CLOSED CIRCUIT TELEVISION-CCTV

GATE #1, SERVICE-1S

GATE #1, EMERGENCY-IE

POWER-PWR

INSTRUMENT- INST

CONTROLCTRL -

ABBREVIATIONS

VIDEO CONDUIT TO LIGHT POLE.

VIDEO CONDUIT TO INTAKE GATE TOWER.

CONDUIT.

CCTV POWER AND LIGHTING, UPS AND B PANELS TO INTAKE GATE TOWER

REMOTE CONTROL PANEL TO ACTUATORS CONDUIT.

REMOTE CONTROL PANEL TO ACTUATORS INSTRUMENTATION CONDUIT.

WARNING HORN

PANEL B TO ACTUATOR POWER CONDUIT AND REMOTE CONTROL PANEL TO

LIGHTING CONTACTOR PANEL TO LIGHTING CONDUIT.

E-501

D B

T E

P H

M D E -5

SCHEDULE

SEE SHEET E-601 FOR CONDUIT

TYPICAL CONDUIT DESIGNATION

C T

A L D

E T

E501

N.T.S.

E501

N.T.S.

E501

N.T.S.

LIGHT POLE AT BUILDING DETAIL

E501

D CONTROL SCHEMATIC

TYPICAL

E501

N.T.S.

E501

N.T.S.

E501

N.T.S.

GENERATOR LAYOUT

E501

N.T.S.

E501

N.T.S.

ACTUATOR CONTROL WIRING

E501

N.T.S.

GENERATOR ELEVATIONS

LIGHT POLE AT GATE TOWER DETAIL

N.T.S.E501

K LIGHT POLE AT OUTLET WALL DETAIL

CONDUIT FASTENING DETAIL - CONCRETE

DETAIL - REMOTE CONTROL PANEL

N.T.S.E501

L LIGHT AT GATE TOWER

HANDRAIL GROUNDING DETAIL

FENCE GROUNDING AT GATE TOWER DETAIL

FUEL FILL

VENTVENT

(AIM AS INDICATED ON PLAN)

10 FT STEEL POLE

(AIM AS INDICATED ON PLAN)

12 FT STEEL POLE

NUMBER 2

CL2

NUMBER 4

NUMBER 6

CONTROL

NUMBER 2

CONTROL

NUMBER 4

CONTROL

NUMBER 6

CONTROL PANEL

CL2

NUMBER 1

CL2

NUMBER 3

NUMBER 5

CONTROL

NUMBER 1

CONTROL

NUMBER 3

CONTROL

NUMBER 5

CL2

OPEN

G R K

GATE 1E

STOPCLOSE OPEN

G R K

GATE 1S

STOPCLOSE

OPEN

G R K

GATE 2E

STOPCLOSE OPEN

G R K

GATE 2S

STOPCLOSE

OPEN

G R R

GATE 3E

STOP OPEN

G R K

GATE 3S

STOP

CL2R

OPEN

SWITCH

KEY

STOP

WASHER AND S.S. LOCK WASHER

MACHINE BOLT WITH S.S. FLAT

STAINLESS STEEL HEX HEAD

MALLEABLE IRON CLAMP

HOT DIP GALVANIZED

RIGID CONDUIT

MALLEABLE IRON CLAMP BACK

HOT DIP GALVANIZED

MALLEABLE IRON CLAMP BACK

HOT DIP GALVANIZED

MASONRY ANCHOR

BOLT SCHEDULE :

NOTES :

KEY NOTES :

4. ALL NUTS TO BE SET WITH ''LOCTITE'' THREAD LOCKING COMPOUND.

APPROVED EQUAL.

PRE-ASSEMBLED EXPANDER PLUG. PHILLIPS ''RED HEAD'' OR

3. THE MASONRY ANCHOR SHALL BE PLATED ALLOY STEEL WITH

2. CLAMPS SHALL BE LOCATED ON 5' - 0'' (MAX.) SPACING.

OF THE SAME MANUFACTURER.

1. CLAMP, CLAMP BACK, AND NEST BACK SHALL BE PRODUCTS

2'' AND LARGER CLAMPS - 1 / 2'' DIA. BOLTS

1 1 / 4 '' & 1 1 / 2'' CLAMPS - 3 / 8'' DIA. BOLTS

3 / 4'' & 1'' CLAMPS - 1 / 4 '' DIA. BOLTS

(TYP. OF 19)

PILOT LIGHTS

PROVIDE LED TYPE

22.0

CLOSE CLOSE

CRANK

FLOW

AIR

HINGED STEEL POLE

25 FT TAPERED

90 G 80

REMOTE

G G

REMOTE

XX XX. XX XX.

XX XX.XX XX.

XX XX. XX XX.

(TYP OF 6)

KEYSWITCH

(TYP OF 6)

DIGITAL INDICATOR

PILOT LT

PUSH BUTTON

WARNING HORN

90 90

WARNING

HORN

ACTUATOR ACTUATOR

ACTUATOR ACTUATORACTUATOR ACTUATOR

FEDERAL SIGNAL MODEL 55 OR EQUAL

(AIM TOWARDS DOWNSTREAM)

NEAR EQUIPMENT BUILDING

WARNING HORN ON POLE

OUTLET WALL DETAIL

SAME AS LIGHT POLE AT

ALLOWED.

APPROVED BY GOVERNMENT AS EQUAL MEETING ALL SALIENT FEATURES WILL BE

3. ALL SPECS ARE BASIS OF DESIGN USING KOHLER. OTHER MANUFACTURERS AS

FOR BOTH COMPARTMENTS.

REFER TO TANK LABELS AND LOCAL CODE TO DETERMINE VENTING REQUIREMENTS

2. TANKS ARE UL142 LISTED. SECONDARY CONTAINMENT GENERATOR BASE TANK.

347 GAL TANK.

1. DIMENSIONS SHOWN ARE IN INCHES. 80 KW, 100% LOAD STANDBY, 48 HOURS FUEL =

NOTES:

KEY NOTES :

1 GROUND ANCHOR BOLTS TO REBAR WITH GROUNDING CLAMP

SHOWS 1 FIXTURE)

BRACKET WHERE SITE PLAN

(OMIT 2ND FIXTURE AND CHANGE

(AIM AS INDICATED ON PLAN)

NOTES :

1. SEE S-501 FOR LIGHT POLE BASE DETAILS.

NOTES :

1. SEE S-501 FOR LIGHT POLE BASE DETAILS. NOTES :

1. SEE S-501 FOR LIGHT POLE BASE DETAILS.

GROUND ANCHOR BOLTS TO REBAR WITH GROUNDING CLAMP

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

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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

D B

T E

P H

M D E -5

C T

A L D

E T

S I I

E-502

REFERENCE E-605 FOR ACTUATOR CONTROL DIAGRAM.

REFERENCE E-401 FOR ACTUATOR LOCATIONS.

GENERAL NOTES:

E502

N.T.S.

E502

TYPICAL GROUNDING STRAP

TYPICAL EXPOSED CONDUIT EXPANSION FITTING

TYPICAL EMBEDDED CONDUIT EXPANSION FITTING

E502

N.T.S.

TYPICAL GATE ACTUATOR

3 PROVIDE NEMA 4X HINGE COVER LOCKABLE ENCLOSURE FOR PULL BOX.

PROVIDE NEMA 4X COVER OVER CONTROL STATION (FOR SECURITY REASONS). AS ALTERNATE PROVIDE MFG LOCKABLE DEVICE.

PROVIDE NEMA 4X LOCKABLE COVER OVER DISCONNECT (FOR SECURITY REASONS). AS ALTERNATE PROVIDE MFG LOCKABLE DEVICE.

KEYED NOTES:

SIDE ENTRY

CONDUIT

RIGID

POWER

CONDUIT

RIGID

CONTROL

CONDUIT

RIGID

INSTRUMENT

METAL CONDUIT

FLEXIBLE

LIQUID-TIGHT

BLACK

METAL CONDUIT

FLEXIBLE

LIQUID-TIGHT

BLACK

ENTRY, TYPICAL

BOTTOM

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

D B

T E

P H

M D E -5

C T

A L D

E T

S I

E-503

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

D B

T E

P H

M D E -5

C T

A L D

E T

S I

N.T.S.

E-504

DETAIL - UNDERGROUND PULL BOX

ELECTRIC

PLAN

SECTION

PENTA-HEAD BOLTS

STAINLESS STEEL

(TYPICAL)

GRAVEL MAT

FOR CAPPED

STUBOUTS

3' MINIMUM

FINISHED GRADE

COVER

3/4" X 10'-0" COPPERCLAD GROUND ROD

COVER W/ LOGO: ELECTRIC

EXTRA HEAVY DUTY LOCKING STEEL

CONDUITS

PULLING IN IRON

WITHIN EACH HANDHOLE

FOR APPROVAL BY ENGINEER.

CONCRETE PRODUCTS, OR EQUAL.

DALWORTH PRECAST CONCRETE PRODUCTS

BE DESIGNATED FOR A H-20 LOADING.

HANDHOLE AND HEAVY DUTY COVER SHALL

SUBMIT LAYOUT OF EACH HANDHOLE2.

HANDHOLE NOTES:

AND A DESIGN LOAD OF 22,500 LBS.

BE DESIGNED FOR A TEST LOAD OF 33,750 LBS

HANDHOLE AND EXTRA HEAVY-DUTY COVER SHALL

CONDUIT

REQUIRED FOR DEPTH AND

SECTIONS WITH DRAIN HOLE AS

EXTENSIONS AND SOLID BOTTOM

GROUND ROD VIA

COPPERCLAD

3/4" x 10'-0"

3/4" CHAMFER

1" AFG MIN.

(TYPICAL)

PENTAHEAD BOLTS

STAINLESS STEEL

OR EQUAL, SIZE AS SCHEDULED

LISTED, QUAZITE "PG" STYLE

COMPOSITE JUNCTION BOX, UL

1#3 BAR6" TYP.

6"LAP12"

ELECTRIC

FINISHED GRADE

NOTES:

TYP.

12"

CONDUIT

3500 PSI CONCRETE, ALL SIDES

CONDUIT

12" GRAVEL MAT

COVER

ALL AROUND

#3 REBAR

1" DRAIN HOLE

2" DIAMETER OPENING

2. PROVIDE MINIMUM 3' SLACK CABLE LOOP FOR EACH CABLE.

COLOR CODE, TAG AND IDENTIFY ALL CABLES IN HANDHOLE.3.

BY THE OWNER AND ENGINEER.

EXACT LOCATION OF EACH HANDHOLE SHALL BE APPROVED

PLAN VIEW

SECTION

E504

O N P

L A

O R A

S N

O T

E D

SELECT BACKFILL

4" BED OF SAND OR

MIN.

ON THE DRAWINGS

CABLES AS NOTED

CONDUCTORS AND6" MIN.

3" DETECTABLE WARNING TAPE

MIN.

3" DETECTABLE WARNING TAPE

AFTER SETTLING

REPLACE SOIL

EXISTING GRADE

COURSE AND PRIME COAT

8" CRUSHED AGGREGATE BASE

2'-6" MAXIMUM WIDTH FOR PAYMENT

(TYPICAL)

SAW CUT PAVEMENT

O N P

S N

O T

EXISTING SURFACE

6" MIN.

SELECT BACKFILL

4" BED OF SAND OR

3" ACHM SURFACE COURSE

NOTED ON THE DRAWINGS

CONDUCTORS AND CABLES AS

EXISTING BASE COURSE

BACKFILL USING CRUSHED

AGGREGATE BASE COURSE

(CLASS 7) 95% MODIFIED PROCTOR

N.T.S.E504

B…

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