B.08.02_Plans_20Q0001.pdf

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VICINITY MAP

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LOCATION

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Plymouth

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MONUMENTAL

LOWER Dodge

DAM

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SITE MAP

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S N A K E

(L A K E S A C A J A W E A)

C o n s tr u c ti o n

38 10' 03.94''

41.8

U.P.RR.

X

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B.N.

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TO WINDUST PARK

R I V E R

FRANKLIN CO.

WALLA WALLA CO.

L o c a l G ri d N o rt h S o li d

FACILITY

JUVENILE FISH

PIPE

JFF OUTFALL

500 KV TRANSMISSION LINE

ACCESS ROAD

NORTH SHORE

LOWER MONUMENTAL DAM

(L A K E H E R B E R T G. W E S T)

NAVIGATION LOCK

TO EUREKA

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86'x675'

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Matthews

Lake EL.540.0

Lake EL.540.0

PT D 31+15.66

PT C 35+77.03

TMB 41+90.40

PT B 41+66.40

PT E 26+54.83

LMSC-3

LMSC-2

PT F 17+80.14

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C.B.L.

Lake EL. 440.0

R . 3

E .; T . 1

N

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FISH LADDER

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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SNAKE RIVER, OREGON, WASHINGTON AND IDAHO

LOWER MONUMENTAL LOCK AND DAM

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G-001 project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

SUBMITTED BY:

APPROVED BY:

WALLA WALLA DISTRICT

CHIEF OF DESIGN BRANCH

MARCUS PALMER, P.E.

WALLA WALLA DISTRICT

CHIEF OF ELECTRICAL DESIGN SECTION

JEFFREY LYON, P.E.

WALLA WALLA DISTRICT

CHIEF OF ENGINEERING & CONST DIV.

DWAYNE WESTON, P.E.

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W912EF20Q0001

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OCTOBER 2019

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A P of Engineers

US Army Corps

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WALLA WALLA DISTRICT

CHIEF OF GEOTECHNICAL DESIGN SECTION

MAUNG MYAT, P.E.

WALLA WALLA DISTRICT

CHIEF OF STRUCTURAL DESIGN SECTION

DANIELLE FICHERA, P.E.

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TEST PIT TP-1

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TEST PIT TP-1

(SEE NOTE 4)

DISPOSAL AREA

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SEE NOTE 3

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SITE PLAN WITH TOPOGRAPHY AND TEST PIT LOCATIONS

AREA.

WASTE COBBLE, BOULDER AND EXCESS EXCAVATED MATERIALS IN THIS 4.

FISH FLUME.

THERE IS AN EXISTING BURIED ELECTRICAL SERVICE LINE PARALLEL TO THE 3.

TRENCH CROSSES AT LEAST 2 FEET AWAY FROM FENCE POSTS.

THE CORNER POST. PROPERLY REASSEMBLE AND STRETCH FENCE. ENSURE

IF NECESSARY FOR ELECTRICAL TRENCH, TAKE THE FENCE DOWN FROM 2.

PARALLEL WITH EXISTING FENCE.

PAD ALIGNMENT BASED ON EXISTING FENCE ALIGNMENT. PAD PLACEMENT IS 1.

GENERAL SHEET NOTES

EXISTING FENCE

PADS AND CATCH BASIN, S-101

TRANSFORMER CONCRETE

CORNER POST

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SCALE: 1" = 1' 0 1' 2'6"

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SCALE: 1" = 1' 0 1' 2'6"

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SECTION: ALONG DRAINAGE DITCH

1% SLOPE ALONG ITS FLAT BOTTOM CATCHES DOWNSLOPE.

DEPTH AND WIDTH OF DITCH VARIES FROM FACE OF CONCRETE TO WHERE 1.

GENERAL SHEET NOTES

DETAIL: CONTAINMENT PAD DRAIN AND DITCH

6" DIA, SCHEDULE 40 PVC PIPE

ORIGINAL GROUND SURFACE

BOTTOM OF OVER EXCAVATION

BACKFILL

4", CRUSHED ROCK

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THE TEST PIT EXPLORATIONS ARE ISOLATED. CONDITIONS BETWEEN AND 3.

SEE SHEETS C-902 AND C-903 FOR PHOTOGRAPHS.2.

SEE SHEET C-101 FOR LOCATIONS OF TEST PITS.1.

GENERAL SHEET NOTES

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PHOTO: TP-1 - EXCAVATION SIDEWALL PHOTO: TP-1 - 2' TO 3' DIAMETER BOULDER

NOTE: SHOWS LIFTS OF MODERATELY WELL COMPACTED FILL. NOTE: TYPICAL 12" - 15" DIAMETER BOULDERS.

NOTE: SMALL, ISOLATED PIECE OF WOOD DEBRIS IN THE FILL.

PHOTO: TP-2 - NEAR SURFACEPHOTO: TP-1 - DEBRIS

PHOTO: TP-1 - EXCAVATED MATERIAL

PHOTO: TP-2 - TYPICAL 12" - 15" DIAMTER BOULDERS

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PHOTO: TP-2 - SUBANGULAR PARTICLES

NOTE: SOME SUBANGULAR PARTICLES BELOW 4 FEET. NOTE: UNDISTURBED, NATIVE, FINE-GRAINED SOIL AT 10.5 FEET.

PHOTO: TP-2 - AT 10.5 FEET

NOTE: POORLY, GRADED GRAVEL WITH SAND, GRAVEL, BOULDERS, AND TRACE SILT.

PHOTO: TP-3 - 14 INCH DIAMETER BOULDERS

NOTE: 14 INCH DIAMETER BOULDERS VISIBLE IN SIDEWALL OF EXCAVATION.

PHOTO: TP-3 - SUBANGULAR PARTICLES

NOTE: SOME SUBANGULAR PARTICLES BELOW 4 FEET.

PHOTO: TP-3 - AT 7 FEET

NOTE: UNDISTURBED, NATIVE, FINE-GRAINED SOIL AT 7 FEET.

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CONCRETE AND REINFORCING NOTES

ALL SPLICES MUST BE CLASS "B" LAP SPLICES, Ls, IN ACCORDANCE WITH ACI 318, UNLESS NOTED OTHERWISE.12.

INCHES OF FRESH CONCRETE IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE.

TOP BARS ARE DEFINED AS ANY BARS WHERE HORIZONTAL REINFORCEMENT IS PLACED SUCH THAT MORE THAN 12 11.

DEVELOPMENT LENGTH AND SPLICE LENGTHS USED SHALL BE 50% LARGER THAN SHOWN IN THE TABLE.

LENGTHS AND SPLICES SHALL BE USED, UNLESS SPECIFIED OTHERWISE. IF THE ABOVE CRITERIA IS NOT MET, THEN

CLEAR COVER OVER THE BARS IS NOT LESS THAN ONE BAR DIAMETER, THE FOLLOWING TABLE FOR DEVELOPMENT

WHEN THE CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN TWO BAR DIAMETERS, AND THE 10.

EXCAVATION AND FILL.

ALL STRUCTURAL FILLS AND BACKFILLS SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 23 00.00 20 9.

ALL FOUNDATIONS SHALL BEAR ON 4" MINIMUM OF CRUSHED ROCK AS SPECIFIED IN GEOTECHNICAL SPECIFICATIONS.8.

GREATER.

REQUIRED FOR THE SMALLER BAR OR THE STRAIGHT DEVELOPMENT LENGTH OF THE LARGER BAR, WHICHEVER IS

SHOULD TWO BARS OF DIFFERENT DIAMETERS BE LAP SPLICED, THE LAP LENGTH USED MUST BE THE SPLICE LENGTH 7.

UNLESS OTHERWISE INDICATED, ALL HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH ACI STANDARDS.6.

APPROVAL.

FIELD BENDING OR STRAIGHTENING OF REINFORCEMENT SHALL NOT OCCUR PRIOR TO GOVERNMENT REVIEW AND 5.

THE USE OF FORM SAVERS IS NOT PERMITTED.4.

ALL EXPOSED SALIENT CORNERS AND EDGES SHALL BE CHAMFERED 3/4".3.

FABRICATION.

SHOP DRAWINGS FOR ALL CONCRETE REINFORCING STEEL SHALL BE SUBMITTED AND APPROVED PRIOR TO ANY 2.

CONSTRUCTIONS AND MATERIALS COMMENTARY.

ALL CONCRETE WORK SHALL COMPLY WITH ACI 117-06 SPECIFICATIONS FOR TOLERANCES FOR CONCRETE 1.

VERIFY IN FIELD-VIF

UNLESS NOTED OTHERWISE-UNO

TYPICAL-TYP

TOP OF WALL-TOW

TOP OF SLAB-TOS

TOP OF PEDESTAL-TOP

TOP FACE-T

STANDARD-STD

MINIMUM-MIN

EACH FACE-EF

EXISTING-(E)

DEMOLISH-DEMO

BOTTOM OF SLAB-BOS

BOTTOM FACE-B

ADDITIONAL-ADDL

ACRONYMS:17.

#6@12T

90° HOOK, (UNO)BOTTOM BARSTOP BARS

REINFORCING NOMENCLATURE AS FOLLOWS:16.

REINFORCEMENT SHALL NOT BE WELDED PRIOR TO GOVERNMENT APPROVAL. 15.

CONCRETE SHALL ACHIEVE MINIMUM 3,750 PSI PRIOR TO REMOVAL OF FORMS.(c)

CONCRETE REINFORCEMENT SHALL BE DEFORMED BAR CONFORMING TO ASTM A615, GRADE 60.(b)

MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL BE 5,000 POUNDS PER SQUARE INCH.(a)

CONCRETE AND CONCRETE REINFORCEMENT:14.

INCHES.

COVER SHALL BE 3 INCHES FOR SURFACES CONTACTING THE GROUND. COVER FOR ALL OTHER SURFACES, SHALL BE 2 13.

ALL DOWELS SHALL HAVE 90 DEGREE STANDARD HOOKS, UNLESS NOTED OTHERWISE.3)

HOOKED DEVELOPMENT LENGTH, Ldh, REFERS TO BARS WITH STANDARD HOOK. 2)

STRAIGHT DEVELOPMENT LENGTH, Ld, REFERS TO BARS WITHOUT STANDARD HOOK. 1)

NOTES:

GENERAL STRUCTURAL NOTES

ASSUMED BOTTOM OF SLAB FOR SLOPE GEOMETRY.

BOTTOM OF SLAB IS ASSUMED AT 0'-0". ALL MEASUREMENTS SHOWN ON STRUCTURAL SHEETS ARE MEASURED FROM THE 1.

Ls (IN.)

LAP SPLICE (CLASS B)

LENGTH, Ldh (IN.)

HOOKED DEVEL

f'c - 5000 f'c - 5000

SIZE

BAR

BARS

TOP

BARS

OTHER

BARS

OTHER

f'c - 5000

BARS

TOP

BARS

OTHER

LENGTH, Ld (IN.)

STRAIGHT DEVEL

35'-10"

17'-11"17'-11"

8"

8"

1'-8 1/2 " (TYP)

8" (TYP)

2'-0" (TYP)

5'-0" (TYP)

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TOS - 1'-1 5/8"

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INSTALLED

DRAIN CARTRIDGE

ONE OIL BARRIER

40 PVC PIPE WITH

6" DIA, SCHEDULE

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GENERAL SHEET NOTES

#6@12T

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A6

(3) #6, CONTINUOUS (TYP)

#6@10 (TYP)

REFERENCE A6/S-101

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#6, CONTINUOUS (TYP)

#4@12 (TYP)

REFERENCE A6/S-101

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TOP REBAR WILL FOLLOW THE

REFERENCE C1/S-302

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TOP OF OPENING

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REFERENCE A1/S-302

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L d

Ld

REFERENCE A1/S-302

REFERENCE A1/S-302

ADDL #6@9

4"

1"

PLATE PRIOR TO PLUG WELDING.

TACK WELD NUTS AFTER LEVELING

(8) 1" DIA ANCHORS SPACED EVENLY.

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NON-SHRINK PAD

GROUT,

AROUND (TYP)

3/4" CHAMFER, ALL

TOP OF WALL

BOTTOM OF SLAB

516.583

VARIES

513.000

TOP OF SLAB (SLOPING)

HYDROPHILLIC WATER STOP

1"x3/4" CONTINUOUS

SLAB TO 1/4" AMPLITUDE

INTENTIONALLY ROUGHEN

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DETAIL VIEW: PETRO PLUG REINFORCEMENT

S-101

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REFDETAIL VIEW: TYPICAL WALL TO WALL REINFORCEMENT CONNECTION DETAIL VIEW: TYPICAL SLAB TO WALL WATER STOP CONNECTION

6"0 3" 1'SCALE: 3"=1'-0"

NOTE: STEEL PLATE SHALL BE INSTALLED TO 1/16" TOLERANCE IN BOTH THE VERTICAL AND HORIZONTAL DIRECTIONS, THE ENTIRE LENGTH AND WIDTH OF THE PLATE.

1' 2'0 6"SCALE: 1 1/2"=1'-0"

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FINAL

FINISHED FLOOR UNLESS OTHERWISE INDICATED

125V, 20A DUPLEX RECEPTACLE, MOUNTED 12" ABOVE

225AF

or

100AS

15 KVA

1 PH

120V 120/240V

100/M

GROUND

SURGE ARRESTER

OVERLOAD RELAY HEATER

MAGNETIC STARTER WITH NEMA SIZE INDICATED

FUSE - RATING INDICATED

3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, THERMAL MAGNETIC TRIP SHOWN,

UNLESS INDICATED OTHERWISE.

SWITCH - CURRENT RATING INDICATED, 3 POLE

RATING INDICATED AS APPLICABLE

TRANSFORMER, SECONDARY VOLTAGES, PHASE AND

INDICATED AS APPLICABLE

CONTACT - NORMALLY OPEN WITH NEMA SIZE

INDICATED AS APPLICABLE

CONTACT - NORMALLY CLOSED WITH NEMA SIZE

SIZE SHOWN, 3 POLE UNLESS INDICATED OTHERWISE.

CIRCUIT BREAKER, MAGNETIC TRIP ONLY, FRAME

ELECTRICAL SYMBOL LEGEND

STAINLESS STEEL

RECEPTACLE

RGS

RCPT

VOLTMETER, VOLT

WATT

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MAIN CIRCUIT BREAKERMCB

POLYVINYL CHLORIDE

RIGID GALV STEEL CONDUIT

CONDUIT

PANEL

PVC

CB

CONDUIT, CONTACTOR

CIRCUIT BREAKER

GROUNDG

AMMETER, AMPEREA

C

AMERICAN WIRE GUAGE

JUNCTION BOXJ, J-BOX

WP

W

WEATHERPROOF

GROUND FAULT CIRCUIT

INTERRUPTER

GROUNDGND

GFCI

MPC MINITURE POWER CENTER

SS

ELECTRICAL ABBREVIATIONS

#, AWG

12 INDIVIDUAL #16 AWG CONDUCTORS

12/c #16

12#16

12 CONDUCTORS OF #16 AWG

MULTICONDUCTOR CABLE

ELECTRICAL LEGEND

E L E

C T

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1 98765432

®of Engineers

US Army Corps

U .S

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A1

SITE PLAN: JCQ4 TO NEW MPC OF THE SPARE TRANSFORMER ELECTRICAL BOX

SCALE: 1" - 50'

UNDERGROUND CONDUIT DETAILS.

CONDUIT SHALL BE 1" GALVANIZED RMC. SEE SHEET C-301 DETAIL F1 FOR

VAULT AND SHOULD BE ROUTED BETWEEN EXISTING FENCE POSTS.

UNDERGROUND CONDUIT MUST BE AT LEAST 3' FROM EXISTING ELECTRICAL 4.

NEW MPC AND CONDUIT MUST BE PROPERLY GROUNDED AND BONDED.3.

CONTRACTOR IN EXISTING JCQ4 480VAC PANEL.

FROM A NEW 20A 480VAC BREAKER TO BE PROVIDED AND INSTALLED BY THE

CONDUCTORS SHALL PROVIDE POWER AND GROUNDING TO THE NEW MPC

ONE #8 AWG BARE COPPER CONDUCTOR IN THE 1" CONDUIT. THESE

PROVIDE AND INSTALL TWO #6 AWG COPPER WITH XHHW CONDUCTORS AND 2.

INSTALLED ON THE NEW SPARE TRANSFORMER PAD.

480VAC PANEL WITH THE NEW MINIATURE POWER CENTER (MPC) TO BE

PROVIDE AND INSTALL 1" GALVANIZED RMC CONNECTING EXISTING JCQ4 1.

GENERAL SHEET NOTES

LOCATION

NEW MPC 480VAC AND GROUND

WITH 480VAC POWER FEED

NEW RMC CONDUIT

POWER PANEL

JCQ4 480VAC

EXISTING

480VAC POWER FEED AND GROUND

NEW UNDERGROUND CONDUIT WITH

NOTE 4

DRAINAGE DITCH

PAD LOCATION AND

NEW TRANSFORMER

KEY PLAN

E1

E-401

E1

E-401

A1

E-401A7

E-401

NOTE 1

NEW BREAKER

JCQ4

JR7

2P

20A

BREAKER

MAIN

MIN TYP

12"

PRIMARY DEWATERING BUILDING

FISH FLUME

NEW CONDUIT SURFACE

GROUND

PAD

CONCRETE

EXISTING

DEWATERING

SECONDARY

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U .S

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#8 BARE GROUND WIRE

NOTE 2

BREAKER PANEL

DEAD FRONT

HASP

WITH PADLOCK

HINGED DOOR

480VAC/120-240VAC

POWER CENTER (MPC)

MINIATURE

(TYP)

SEE NOTE 3

ANCHORS,

CONCRETE

1" CONDUIT

JCQ4-q1-MPC1

MPC1-r1 3/4"C

WP GFCI TYPE

120VAC DUPLEX RCPT

SLAB SURFACE

24" ABOVE NEW CONCRETE

MOUNT PANEL MINIMUM

BASE COURSE MATERIAL

4" PROTRUDING ABOVE GRADE

16' TOTAL LENGTH

3/4" DIAMETER GROUND ROD

TO CONTAINMENT PAD

#8 BARE GROUND WIRE

NOTE 7

CONCRETE SLAB

5'-0" X 5'-0"

RIVER SIDE

FENCE SIDE

EXISTING FISH FLUME

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ELEVATION VIEW: MCP PANEL MOUNTING DETAIL

E7

ELEVATION VIEW: PANEL JCQ4

E1

SCALE: NTS

ELEVATION VIEW: CONDUIT ROUTE AWAY FROM JCQ4

A1

PLAN VIEW: TYPICAL FISH TRANSPORT FLUME STRUCTURE - CONDUIT PLACEMENT

SCALE: NTS

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E-101

REF

E-101

REF

30 00.01 28 CAST-IN-PLACE CONCRETE AND APPURTENANCES.

CONCRETE SLAB FOR MPC1 PANEL SHALL CONFORM TO SPECIFICATION 03 7.

SECURED TO TOP OF CONCRETE PAD WITH APPROPRIATE HARDWARE.

STRUCTURE TO FISH FLUME CONCRETE PAD AS NECESSARY THEN

NEW CONDUIT TO TRANSITION FROM SECONDARY DEWATERING 6.

SECONDARY DEWATERING STRUCTURE.

DEWATERING STRUCTURE AS NECESSARY THEN MOUNTED TO OUTSIDE OF

NEW CONDUIT TO TRANSITION FROM PRIMARY TO SECONDARY 5.

DEWATERING STRUCTURE.

NEW CONDUIT TO BE MOUNTED TO THE OUTSIDE WALL OF THE PRIMARY 4.

ANCHOR SCREWS (EIGHT TOTAL)

AT EACH OF FOUR ANCHOR POINTS, PROVIDE TWO 3/8" DIA. X 4" 316 SS 3.

CHANNEL STRUT 3 1/4"

LEAST A 9/16" BOLT. VERTICAL MEMBERS SHALL BE DOUBLE SIDED

PLATE SHALL ALSO BE HOT-DIPPED GALVANIZED AND BE ABLE TO FIT AT

BE ATTACHED TO CONCRETE SLAB WITH A 4 HOLE BOTTOM PLATE. BOTTOM

GALVANIZED STEEL CONFROMING TO ASTM A123. STRUT ASSEMBLY SHALL

CHANNEL STRUTS. STRUTS SHALL BE MADE FROM HOT-DIPPED

STRUT ASSEMBLY SHALL BE CONSTRUCTED WITH 1 5/8" WIDTH SERIES 2.

FIRST AVAILIBLE SPARE SLOT

NEW BREAKER SHALL BE DOUBLE POLE MAGNETIC TYPE MOUNTED IN 1.

GENERAL NOTES

70A

20A

20A

15A

20A

30A

15A

20A

20A

CONCRETE PAD

NEW CONDUIT TO BE INSTALLED ON

EXISTING CONCRETE PAD

VALVES 107, 108, 109, 110

VALVES 61, 62, 63 SCREEN CLEANER MOTORS

WELDER RECEPTACLES

SUB FEED - JR7

1.4

1.4

1.4

1.48

1.48

1.48

1.15

1.15

1.15

3.75

3.75

6.63 6.63

SLIDE GATE OPERATOR

4.33

4.33

4.33

7.48 7.48 7.48

14.11 17.86 14.11

46.1 31.1

SPACE

PER. NEC 220-13KVA KVA

SPACE 1

20 2

SUPPLY VALVE H1

FLUME LIGHTS

10.38

BUS

NEUTRAL

POLE OR 4 DOUBLE POLE

BREAKERS IS 8 SINGLE

MAXIMUM NUMBER OF

BRANCH CIRCUIT BREAKERS

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U .S

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H2 H3 H1

H4

480V

20A PRIMARY

X1 X2 X3 X4

MAIN BREAKER

40A SECONDARY/PANEL

120/240VAC SEC.

480VAC PRIMARY

7.5KVA 1Ø 60 HZ

-EPOXY-RESIN ENCAPSULATED

-185°C INSULATION SYSTEM FOR 115°C RISE

-COPPER BUS LOAD CENTER

-COPPER WOUND

-UL LISTED

TRANSFORMER DETAILS:

MINITURE POWER CENTER

S

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JCQ4

480 3 3 60

3R SURFACE DEWATERING STRUCTURE

14,00070

100A

BREAKERBREAKER

DEMAND LOAD =

PLS TRIP PLSTRIP

REMARKS :

A

MAIN BREAKER

PANEL SCHEDULE MAINS

FEED: :

ENCLOSURE: NEMA MOUNT LOCATION:

V, 0 W HZ A.I.C.

B C A B C

CONNECTED KVACONNECTED KVA

CONNECTED KVA EACH PHASE

TOTAL CONNECTED KVA EACH PHASE

TOTAL CONNECTED =

1 2

3 4

5 6

7 8

11 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

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GENERAL NOTES

1. BOLD INDICATES NEW WORK.

20 2

SCHEMATIC DIAGRAM: MPC1

A1

CABLE AND CONDUIT SCHEDULE

SCALE: NTS

3.75

3.75

SUB FEED MINI POWER CENTER 1

STARTER

MOTOR

480 120

M

2/3 HP

1/3 HP

1/3 HP

1/3 HP

1/3 HP

3 POLE

20A

OL'S

M

OL'S

M

OL'S

M

OL'S

M

2/3 HPOL'S

M

OL'S

M

OL'S

3 POLE

30A

M

OL'S

M

OL'S

3 POLE

20A

BRIDGE TRAVEL MOTOR

SCREEN CLEANER BRUSH MOTOR

3 POLE

20A

3 POLE

(N.I.C.)

FISH FACILITY

FEEDER FOR

SLIDE GATE OPERATOR

480/277V

(SEE SHEET 63)

WELDER RECEPTACLES

480V, 30A, 3-PHASE, 3 WIRE

13.8kV

LOOP FEED OIL FILLED TRANSFORMER

2 POLE

20A

45 kVA

70A

FEEDER FROM SECTIONALIZING CABINET TO 45kVA TRANSFORMER (N.I.C.)

5.2HP HIGH TORQUE INDUCTION MOTOR

3 POLE

20A

MH4

3#6, #6 GND

TEMPORARY FEEDER

BY OTHERS

FUTURE CONNECTION

1/2 •HP

3/4 HP

1/3 HP

M

OL'S

VALVE 8

2/3 HP

BYPASS DEWATERING VALVE

VALVE 7

SECONDARY DEWATERING

VALVE 6

SECONDARY DEWATERING

VALVE 5

EMERGENCY BYPASS

VALVE 4

PRIMARY DEWATERING

VALVE 3

PRIMARY DEWATERING

VALVE 2

PRIMARY DEWATERING

VALVE 1

BYPASS VALVE

480V

120/240V

N

LEVEL SENSOR

WALKWAY LIGHTING

RECEPTACLES

SPARE

SPACE

SPACE

40A

7.5 KVA

AUTOMATIC CONTROLLER

*AREA LIGHTING

20A

TRANSFORMER

SHEILDED ISOLATION

SHEET 66)

AND CONTROL SCHEMATIC,

(SEE SLIDE GATE OPERATOR

CONTROL CIRCUITS

SLIDE GATE MOTOR

STATION

PUSHBUTTON

SLIDE GATE

TRANSFORMER

CONTROL

DISCONNECT

30 A FUSED

(TYPICAL OF 7); SEE NOTE 2

VALVE OPERATOR DISCONNECT

JCQ4, 480V 3 PHASE, 3 WIRE

SECTIONALIZING CABINET (N.I.C.)

GFCI RECEPTACLE

120VAC DUPLEX WP

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D

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1 98765432

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

E N

O

O C

T O

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GENERAL NOTES

A1

SCALE: NTS

480V

120/240V

N

SPARE

40A

7.5 KVA

20A

1P

1P

1P

1P

1P

1P

1P

1P

480V

XFMR

SPARE

SPARE

SPARE

SPARE

SPARE

SPARE

ONE LINE DIAGRAM

2 POLE

20A

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1. BOLD INDICATES NEW WORK.

GND #8 AWG BARE COPPER

2C #6 AWG COPPER XHHW

1" CONDUIT

480/120-240 VAC

MINIATURE POWER CENTER (MPC1)