2 As-Built With CP DWGs RTA 1 10 2023.pdf

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US ARMY CORPS OF ENGINEERS (MOBILE DISTRICT)

WEST POINT POWERHOUSE

WEST POINT, GEORGIA

VICINITY PLAN

SCALE: NTS

Sheet Number

G·001

G-002

C-201

C-503

C-504

CP-501

PROJECT#: AE 11079

DECEMBER 1, 2010

DRAWING INDEX

Sheet Name

COVER SHEET

OVERALL SITE PLAN

ELEVATIONS

SPILLWAY GATE

DETAILS

CATHODIC PROTECTION

Architects■Engineers ■Planners

3500 Parkway Lane Suite 600 Norcross, GA 30092 Phone (678) 336-7740 Fax (678) 336-7744 Web: www.pondco.com

LOCALITY PLAN

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CONTRACTORLAYDOWN

AND PAINT AREAS

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POWERHOUSE AREA SITE PLAN

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NOTES:

1. CONTRACTOR TO PAINT RAILINGS ALONG TOP OF DAM AND AT EACH GATE

2. CONTRACTOR MAY CLOSE ROADWAY OVER DAM DURING VARIOUS OPERATIONS. CLOSURE

SHALL BE COORDINATED WITH FACILITY PERSONNEL.

3. PAINTING OF SPILLWAY GATES SHALL BE PERFORMED FOLLOWING PLACEMENT OF STOP-LOGS

BY CONTRACTOR AND DEWATERING. CONTRACTOR TO COORDINATE DEWATERING WITH

FACILITY PERSONNEL. ONLY ONE SPILLWAY GATE MAY BE REMOVED FROM SERVICE AT ANY

TIME.

4. CONTRACTOR SHALL INSTALL CATHODIC PROTECTION ON UPSTREAM SIDE OF SPILLWAY GATES

IN ACCORDANCE WITH CP-501.

5. CONTRACTOR TO RESTORE ALL AREAS IN LAYDOWN AREA TO PRE-EXISTING CONDITION UPON

COMPLETION OF OPERATIONS. LAYDOWN AREA MAY BE RELOCATED AS APPROVED BY COE

PROJECT MANAGER.

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APPROACH SLAB \

EL. 629.0

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896.0'

NONOVERFLOW 185.0' INTAKE- POWERHOUSE 321.0'

_ 41.0·

T 48.0'

T 48.0'

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77.0' (UNIT 3)

77.0' (UNIT 4) -

n /EL 645.25 ,,---PRECAST EXPOSED AGGI EGATE PANELS

� �v ADIT PUBLIC ENTRANC• STRUCTURE� I �/

Ir TflANSF. SERVIPE DCbR l-FIRE WA L -z-�-- -

APPROX LIMIT OI �-

TERMINAL CONE

APPROX TOP OF

SOUND ROCK

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EL 602.0 111 � II

� FISHING DECK EL 573.0

EL.583.0

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TAILRACE RETAINING WALL-

7 � /1\ DRAFTTUBE GATE

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DECK

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APPROACH SLAB

r TOP OF SPILLWAY GATE, EL 638.0

EL. 580.0

3 4 5

SPILLWAY 350.0' -12.0· 28.0' 6-50.0' x 41.0' SPILLWAY GATES - 6 GATE OPENINGS@ 50.0' - 5 PIERS@ 10.0'

� TYPICAL SPILLWAY GATE

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I///""'" �"'1%J \_TOP OF END SILL I ��

DRAFT TUBE EL 549.0

EL 526.0 FLOW

EAST EMBANKMENT

RETAINING WALL

EL. 580.0

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APPROACH SLAB

'1_ SERVICE ROAD EL 652.0

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,_ ___ 10' ----

L<t_ROADWAY AND

AXIS OF DAM

2 3

HANDRAIL ON

TOP OF PARAPET

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AXIS OF DAM

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GUARDRAIL

EL. 649.0

SPILLWAY GATE

CREST EL. 597.0

ROPE DRUM ASSEMBLY (TYP.)

TORQUE TUBE

C-101,C-201,C-504 Q)�f�:��WAY GATE HOIST en en w g r:/_ en

1----20 t<t. ROADWAY AND AXIS OF DAM

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SPILLWAY GATE HOIST

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EL. 652.0

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/GATE OPEN

EL. 649.0 _L_

---'- TOP OF GATE IN CLOSED

POSITION - EL. 638.0

BOTTOM OF GATE IN RAISED

POSITION - EL. 635.5

TRUNNION ACCESS ADIT

L 10'-4112" _,__ ________ 42'-7" ________ _, @!����AL SPILLWAY SECTION

<t.TRUNNION

EL. 610.6 7

ROPE DRUM ASSEMBLY (TYP.)

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C-101,C-504

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���DRAIL

Not to be Painted

CONTROL CABINET (TYP.)

4"0 PIPE

I 12"

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NOTES:

1. ALL SURFACES TO BE PREPPED AND PAINTED IN

ACCORDANCE WITH SPECIFICATIONS. ITEMS THAT

ARE Galvanized OR Aluminum ARE NOT REQUIRED TO

BE PAINTED

2. PROPER CONTAINMENT SHALL BE ERECTED PRIOR

TO ANY BLASTING ACTIVITIES.

3. LEAD IS PRESENT IN EXISTING PRIMER MATERIAL.

CONTRACTOR RESPONSIBLE FOR ALL REQUIRED

SAFEGUARDS.

2"x2" TUBE STEEL

GRATING 4"TOE GUARD

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