A153_CDC_-_DRAWING_FILE_FOR_W912ER19R0029_Part2.pdf

PDF 7 MB Posted Sep 12, 2019

Attached to: Sewage Treatment System - Ali Al Salem AB, Kuwait
Solicitation number: W912ER19R0029
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 27, 2023

This federal solicitation seeks proposals to construct a Sewage Treatment Plant Expansion project at Ali Al Salem Air Base in Kuwait. The requirement is to expand the existing sewage treatment system capacity from 313 cubic meters to 939 cubic meters per day by adding an effluent holding tank to prevent effluent water from entering an existing lagoon. The base bid includes a lift station, required piping, an effluent storage tank, and associated site utilities and improvements. There are also four optional bid items that may be awarded for rehabilitation of an existing lift station, replacement of an offline waste water unit, and installation of two new packaged waste water units, contingent on funding availability. Proposals are requested by 1600 hours on October 14, 2019 with an anticipated 420-day period of performance. The estimated project value ranges from $1-5 million. The solicitation was issued by the U.S. Army Corps of Engineers Middle East District.

From the source

CDC Drawings for W912ER19R0029 Part 2

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Other files

File	Type	Posted
Attachment_G_Amendment_01_for_W912ER19R0029.pdf	PDF	Oct 7, 2019
SF30_Amendment_01_W912ER19R0029_Sewage_Treatment_System_AASAB.pdf	PDF	Oct 7, 2019
Attachment_D_Amendment_01_for_W912ER19R0029.pdf	PDF	Oct 7, 2019
A153_Sewage_Proposal_Schedule_-_8-5-2019.pdf	PDF	Sep 12, 2019
A153_CDC_-_DRAWING_FILE_FOR_W912ER19R0029_Part1.pdf	PDF	Sep 12, 2019
Solicitation_W912ER19R0029_Sewer_Treatment_Plant_Expansion.pdf	PDF	Sep 12, 2019
Sewage_Cost_Breakdown_Proposal_Schedule_-_8-5-2019.xls	XLS spreadsheet	Sep 12, 2019
A153_CDC_-_SPECIFICATIONS_FOR_W912ER19R0029.pdf	PDF	Sep 12, 2019

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

STRUCTURE DS1-104

OVERFLOW DIVERSION

BASIN

SEDIMENTATION

DS2

DIVERSION STRUCTURE

WWTP 1

PACKAGE

EXISTING

STATION

WATER LIFT

EFFLUENT EQUALIZATION

STORAGE

TANK

132.44

130.78

IE 131.38

IE 128.85

IE 128.78

MH2

IE 132.57

IE 132.42

IE 129.61 IE 129.82

GROUND

EXISTING

IE 130.38

IE 129.70

132.92

131.14

128.68

IE 128.91

MH1

IE 128.75

129.68

131.62

IE 128.62

IE 128.72

WWTP 2

PACKAGE

WWTP 3

PACKAGE

TRUCK FILL

PUMP

STRUCTURE DS2

FROM DIVERSION

G .L .H

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10 10 20 30 40 50 60 70 80 900

1:1000

10 10 20 30 40 50 60 70 80 90

SCALE: NTS

D-5

HYDRAULIC PROFILE

NOTES:

CONSTRUCTION.

ELEVATIONS AND INVERT ELEVATIONS PRIOR TO

SURVEY ELEVATIONS. CONTRACTOR TO VERIFY ALL

ORIGINAL HYDRAULIC PROFILE ADJUSTED TO NEW 1.

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DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

VALVE PIT

PUMP (TYP 2)

SEWAGE

ACCESS HATCH

C -7

X M -5

GATE VALVE

SWING CHECK VALVE

BYPASS CONNECTION

COVER & FRAME

ACCESS HATCH

FROM EXISTING SEWER LINE

150mm m m

150mm FORCE MAIN

BLIND FLANGE

CROSS WITH

ACCESS HATCH

600 X 600 FOR FLOAT

ACCESS HATCH

XE-506

DETAIL D-1 ON SHEET

AREA POLE LIGHT

GND

(1) #4mm

20mm-(2) #4mm

SUBSTATION TWO

GND TO

(1) 25mm

75mm-(4) 25mm

FLOAT CABLES

64mm CONDUIT FOR

FOR MOTOR CABLES

(3) 25mm CONDUITS

(TYP)

150mm

VALVE VAULT

HATCH

ACCESS

(TYP)

PUMP

SEWAGE

PAD

EQUIPMENT

WET WELL

LEVEL

WATER

HIGH

DEPTHS EXCEEDING 3600mm

REQUIRED FOR DISCHARGE

INTERMEDIATE BRACE

ALARM ON

HIGH LEVEL

ENTIRE WETWELL

HAZARDOUS AREA

CLASS 1 DIVISION 1

CONCRETE

PRECAST

LEAD PUMP ON

PUMPS OFF

OFF

EMERGENCY PUMP SHUT

LOW LEVEL ALARM AND

LINE

CONNECTION

BYPASS

HATCH

ACCESS

HOSE FITTING

QUICK CONNECT

PIPE IE 137.33

250mm INLET

FOR CLARITY

TURNED

GUIDE RAIL

FLOAT ACCESS HATCH

150mm

REQUIRED

SUPPORT AS

SHALL BE ALLOWED

& PUMPS. NO SPLICES

CABLES ON ALL FLOATS

TOC EL 140.50

TOC EL 134.28

150mm

LAG PUMP ON

HOLDING TANK.

LEADS TO THE

SEWER LINE THAT

THE EXISTING

CLEAN OUT. CAP

STATION INSTALL

CONNECT TO LIFT

EXISTING 250mm SS, INSTALL TEE ONTO

LIFT STATION,

BROWNSTONES

SEWER LINE TO

OF LIFT STATION AND

AFTER INSTALLATION

K U -4

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LIFT STATION PLAN

SCALE: 1:40

C-3

C-7

XM-501

LIFT STATION SECTION

SCALE: 1:40

0 1 2 3 4

1:40

GENERAL NOTES:D-5

XE-505

PER SECTION 33 01 30.83.

5. COAT INTERIOR OF LIFT STATION AND VALVE VAULT

TRIPLE LEAF ON ALL OTHERS.

1000mm, DOUBLE LEAF ON SPANS LESS THAT 2000mm, LIFTING HANDLE, SINGLE LEAF ON SPANS LESS THAN

OPEN ARM WITH RELEASE HANDLE, RECESSED

INCLUDING HINGES, AUTO LOCK T-316 SST HOLD

EXTRUDED ALUMINUM FRAME, T-316 SST HARDWARE

PER SQ METER WITH 7mm ALUMINUM DECK PLATE, ALL ACCESS HATCHES TO BE LOAD RATED @ 1464 KG 4.

FOR PERIODIC MAINTENANCE AND REMOVAL.

POSITION ACCESS HATCH ABOVE SUBMERSIBLE PUMP 3.

WITHOUT ENTERING THE WELL

TO GUIDE RAIL FOR REMOVAL FROM WETWELL

PUMPS WITH RETRIEVAL CHAIN SHALL BE ATTACHED

CABLES EVERY METER OPPOSITE THE GUARDRAIL.

INSTALL GUIDE RAIL AND ATTACH FLOAT SWITCH 2.

ALL FLOATS SHALL BE WIRED TO CONTROL PANEL1.

WETWELL

1800 DIA

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US Army Corps

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

1/4" X 1/4" SST SCREEN

100 VENT PIPE WITH

(IN FOREGROUND)

XP JUNCTION BOX,

TO PANEL

(TYP OF 2)

NON-CLOG PUMP

WELL WITH INTEGRAL BASE

PRECAST CONCRETE WET

VALVE (TYP)

FLAP - TYPE CHECK

ACCESS HATCH

DUPLEX ALUMINUM

PER MANUFACTURER

GUIDE RAIL SYSTEM

150 ISOLATION VALVE

PER MANUFACTURER

GUIDE RAIL SUPPORT

150 FM

BOT EL=127.06

SEAL CONDUIT

CLARITY) IE=128.78

WWTP (ROTATED FOR

200mm EFFLUENT FROM

CONDUIT EXITING WET WELL

SEAL-OFFS PRIOR TO

PROVIDE CONDUITS W/

PUMP 2 ON EL=128.48

PUMP 1 ON EL=128.28

PUMPS OFF EL=127.86

HIGH WATER LEVEL EL=128.68

IE=129.50

EL 130.50

ENTIRE WETWELL

HAZARDOUS LOCATION

UNCLASSIFIED

HIGH WATER LEVEL EL=129.26

PIPE SUPPORT (AS REQUIRED)

FROM WWTP

200 EFFLUENT WATER

HINGED SIDE

600 X 1000 OPENING

150 ISOLATION VALVE (TYP)

150 FM

A-3

XM-5026

K U -4

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EFFLUENT WATER LIFT STATION SECTION

SCALE: 1:20

A-3

1 .50 0

1:20

11 .50 0

1:20

EFFLUENT WATER LIFT STATION PLAN

SCALE: 1:20

E-3

200 200

195200 195 200

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®of Engineers

US Army Corps

U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

1400100 100

B-4

XM-503

B-2

XM-503

(TYP)

EACH WAY

D16@200

FOOTING

CONCRETE

REINFORCED

B-2

XM-503

B-4

XM-503

1000 SQUARE

1400 SQUARE100 100

1600 SQUARE

GRAVEL

200 CRUSHED

SUBGRADE

COMPACTED

EMBEDDED IN CONCRETE

ON TOP AND FRAME

"SEWER" EMBOSSED

FRAME WITH WORD

MANHOLE COVER AND

FINISHED GRADE

VERTICAL BARS

DOWELS TO MATCH

FOOTING

CONCRETE

REINFORCED

EACH WAY

D16@200

WAY (TYP)

D16@200 EACH

1000 SQUARE

1400 SQUARE100 100

1600 SQUARE

GRAVEL

200 CRUSHED

SUBGRADE

COMPACTED

EMBEDDED IN CONCRETE

ON TOP AND FRAME

"SEWER" EMBOSSED

FRAME WITH WORD

MANHOLE COVER AND

1400 SQUARE

FINISHED GRADE

BENCH FILL

CONCRETE

TROWEL FINISHED

20 STEEL

BARS

MATCH VERTICAL

DOWELS TO

WAY (TYP)

D16@200 EACH

EACH WAY

D16@200

GENERAL NOTES:

TYPICAL MANHOLE PLAN (MH)

1:20SCALE:

1 .50 0

1:20

K U -4

X M

D T .d

A L S

A L E

M A

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K U

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XM-503

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B-2

XM-503

SECTION

SCALE: 1:20

B-4

XM-503

SECTION

SCALE: 1:20

F-2 F-4

(MH) TOP VIEW

TYPICAL MANHOLE PLAN

30.83.

8. COAT INTERIOR OF MANHOLES PER SECTION 33 01

DETAILS ARE GIVEN IN DEDICATED DRAWINGS.

APPEARANCE OF PAVEMENTS ARE INDICATIVE. EXACT 7.

ARRANGEMENT.

SITE CONDITIONS DO NOT PERMIT A PERPENDICULAR

ALLOWABLE DEFLECTION ANGLE SHALL BE 45° IF THE

WALLS OF THE CATCH BASIN, THE MAXIMUM

THE CATCH BASINS ARE PERPENDICULAR TO THE

IN GENERAL, AXIS OF THE PIPES ENTERING OR LEAVING 6.

THE PIPES ENTERING OR LEAVING THE MANHOLE.

300 IS THE NOMINAL DIAMETER OF THE LARGEST OF 5.

MANHOLE COVER SHALL BE HEAVY DUTY TYPE. 4.

WITH THE FINISHED GRADE.

TOP OF MANHOLE AT PAVED AREAS SHALL BE FLUSH 3.

SEWERS.

SEWER, FOR EQUAL DIAMETER INLET AND OUTLET

30 LOWER THAN THE INVERT ELEVATION OF THE INLET

INVERT ELEVATION OF THE OUTLET SEWER SHALL BE 2.

SEWER SHALL BE SAME.

BRANCH OF THE INLET SEWER AND THE OUTLET

CROWN ELEVATIONS OF DIFFERENT DIAMETER DROP 1.

E O

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®of Engineers

US Army Corps

U .S

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M Y C

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

F-4

XM-504

F-4

XM-504

MIN

A A A

B B

450 MIN

(S Q

D S

MIN

ELEVATION

BENDS PLAN &

ELEVATION

TEES PLAN &

BENDS & TEES

& ELEVATION

PLUGS PLAN

SCALE:

F-4

XM-5041:20

SECTION

SIZE

PIPE TEES PLUGS

A B A B A B A B C D

150 400 250 230 250 150 200 250 300 250 530

200 560 330 300 330 200 250 330 410 300 740

FOR BELL AND SPIGOT PIPE ONLYNOTE:

OD + 400

(P A

V E

D A

R E

A S

WATER LINE

4-#12 CONT

POROUS FILL

28 MPA CONCRETE

SEWER LINE

#8@200

POROUS FILL

V A

) 1

A V

E D A

R E

A S

ORIGINAL CONDITION

REPAIR SURFACE TO

TO 95% DENSITY

BACKFILL COMPACTED

WARNING TAPE

100 WIDE MAGNETIC

BRICK 90X190X50

ELECTRIC CABLE

FINE SAND

WATER LINE

FINISHED GRADE

AWAY. AT LEAST ONE MARKER SHALL BE PLACED FOR EACH LINE.

DIRECTION AND AT EVERY 30 METERS (MAX) ON THE STRAIGHT

CONCRETE MARKERS SHALL BE PLACED AT EVERY CHANGE IN

NOTE:

A V

E D A

R E

A S

O D

200 200 200

PIPE OD + 400

TAPE

WARNING

100 WIDE

DENSITY

TO 95%

COMPACTED

BACKFILL

LINE

SEWER

ORIGINAL CONDITION

REPAIR SURFACE TO

OR SAND

AGGREGATE

CRUSHED

MIN

2000 ROADWAY

MIN

STEEL CARRIER PIPE WATER OR SEWER PIPE

CARRIER PIPE AT ANY LOCATION.

TOTALLY ON SKIDS AND PIPE BELL DOES NOT REST ON THE

CONTINUOUS SKIDS TO BE LARGE ENOUGH SO THAT PIPE RESTS

NOTE:

3000 3000

FINISHED GRADE

WATER LINE

CONDITION

TO ORIGINAL

SURFACE

REPAIR

ENCASEMENT

CONCRETE

REINFORCED

SEWER LINE

POROUS FILL

SEWER IN CONCRETE FOR A DISTANCE OF 3m ON EACH SIDE OF THE CROSSING.

WHERE SANITARY SEWER LINES PASS ABOVE OR BELOW WATER LINES, ENCASE

NOTE:

V A

150 130

V A

GRADE

FINISHED

CONCRETE

CHAMFERED EDGE

GRAVEL

300X300X300

LID

CAST IRON

10 THICK

VALVE STEM

TO FIT

VALVE BOX

TOP OF

WRENCH

GENERAL NOTES:

STRENGTH 0F 250 kg/cm2 WITH 20mm AGGREGATE SIZE.

THRUST BLOCKS SHALL HAVE A 28 DAY COMPRESSIVE 3.

CONCRETE THRUST BLOCKS.

ALL NEW PIPE TURNS AND TIE-IN PIPES SHALL RECEIVE 2.

GROUND.

ALL BEARING SURFACES TO BE UNDISTURBED 1.

1:10SCALE:

LINE INTERSECTION DETAIL

TYPICAL WATER-ELECTRIC

FOR SEWER LINE

TYPICAL TRENCH SECTION

1:100SCALE:

WATER OR SEWER LINES UNDER ROADS

LONGITUDINAL ENCASEMENT SECTION FOR

C-7

XM-504

1:50SCALE:

1.00.500

1:10

1 .50 0

1:20

43211

1:50

1 0 1 2 3 4 5 6 7 8 9

1:100

NOTE:

ENCASED IN CONCRETE AS SHOWN IN SECTION B, THIS SHEET.

ROADWAYS, PIPE SHALL BE PLACED IN PIPE ENCASEMENT OR

IF GRAVITY SEWER CANNOT MAINTAIN 1000 COVER UNDER 1.

SPECIAL NOTE:

GENERAL REFERENCE.

IS APPLICABLE TO THE PROJECT, BUT IS INCLUDED FOR

NOT ALL OF THE INFORMATION DETAILED ON THIS DRAWING

SCALE: 1:10

SCALE: 1:20

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WATERLINES/FORCE MAINS

STANDARD THRUST BLOCK DETAILS FOR

INTERSECTION DETAIL

TYPICAL WATER-SEWER PIPE

C-7

XM-504

SECTION

SCALE: 1:20

F-2

TYPICAL CI OR PVC VALVE BOX DETAIL

E-9

C-5

A-2

A-5

C-9

OF CONCRETE

FORM DAM

AS NECESSARY

CUT END OF TEE

RUN OF SEWER

SIZE SAME AS

BOTTOM

SHAPE MANHOLE

BASE

MANHOLE

EARTH

UNDISTURBED

(IF SPECIFIED)

CONNECTION (TYP)

WATERTIGHT

FLEXIBLE,

V A

S m m

MANHOLE DROP CONNECTION

NOTES:

STANDARD TEE

MANHOLE WALL

90 ELBOW

SEE MANHOLE DETAIL.

FOR GENERAL DIMENSIONS OF MANHOLE 3.

MORE THAN 600mm ABOVE OUTLET PIPE.

MANHOLES SANITARY SEWERS ENTERING

DROP CONNECTION TO BE USED FOR ALL 2.

SIDE OF MANHOLE TO UNDISTURBED EARTH.

CONCRETE 100mm EACH SIDE AND FROM

ENCASE DROP PIPE WITH CLASS B 1.

C-2

(TYP)

G R

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U .S

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DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

150 PIPE

DWG

SEE DETAIL THIS

PIPE SUPPORT,

BOLLARD

WB-67) (NIC)

(ASSUMED

WATER TRUCK

150 PIPEEQUALIZATION

STORAGE

TANK

FOUNDATION

PUMP HOUSE

PREMANUFACTURED

ROUTING

XM-105 FOR

ONLY SEE SHEET

FOR INFORMATION

OVERFLOW SHOWN

INSECT SCREEN

300 STEEL VENT WITH

FULL

WHEN TANK IS

STATION PUMPS

EFFLUENT LIFT

TO DISENGAGE

FLOAT SWITCH

200mm TANK DRAIN AND

ON SHEET XE-504

SEE DETAIL D9

EQUALIZATION

STORAGE TANK

(TYP FOR 5)

GATE VALVE

(TYP FOR 2)

CHECK VALVE

BOLLARD

ROAD

EDGE OFTO CSS

SPACE

CLASSIFICATION ENTIRE

HAZARDOUS ELECTRICAL

UNCLASSIFIED

SHEET

DETAIL THIS

FOOTING, SEE

PIPE SUPPORT

NOTES:

1. SUPPORT ALL PIPES AS REQUIRED

2. PRE-MANUFACTURED PUMP HOUSE TO HAVE SIDE ACCESS AND

USE FILTERS ON ALL OPENINGS TO VENT HEAT FROM BUILDING.

3. PRE-MANUFACTURED PUMP HOUSE IS SHOWN FOR SHAPE.

ACTUAL SIZE WILL BE DETERMINED BY CONTRACTOR BASED ON

THE EXTERNAL DIMENSIONS OF THE PUMPS SELECTED.

4. CONTRACTOR TO PROVIDE CONCRETE PAD AS REQUIRED BY

MANUFACTURER.

5. OVERFLOW PIPE ROUTED AS SHOWN ON SHEET XM-105.

6. SUPPORT OVERFLOW AS REQUIRED.

7. PIPE AND VALVES TO BE RATED @ 1035kPA (150 LB CLASS).

8. FOR OVERFLOW INVERT EL, SEE SHEET XM-105.

K U -4

X M

D T .d

A L S

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M A

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K U

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T R

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K F

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G .L

-4

SCALE: NTS

PLAN

F-4

SCALE: NTS

SECTION

D-2

BASE PLATE

25 X 350 X 350

(TYP)

(T Y

BOLTS (TYP)

PLAN

SCALE: NTS

B-9

XM-506

C-2

XM-506

D-9

XM-506

SECTION

PIPE/SUPPORT

SCALE: NTS

D-9

U-BOLT

150 PIPE

C150

HSS150 X 150

150 1000 1000 350

EACH END)

SEAL WELDED (TYP

3 END PLATES,

TYP

150 PIPE

MAX SPACING (TYP)

C150 X 12.2 X 250 @ 1200

TYP

(TYP)

HSS150 X 150 X 6.3

AND 100 PROJECTION

WITH 300 EMBEDMENT

GRADE

D16@250 EW (TYP)

PIPE SUPPORT DETAIL

SCALE: NTS

B-7

150200

TYP

m m

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

PIPE

PRESSURE

SEE NOTE 1BACKFILL

REMAINING

BACKFILL

INITIAL

E E

N V

E L

O P

PIPE BEDDING

BACKFILL PIPE TRENCH TO EXISTING SURFACE.3.

TRENCH BOTTOM ELEVATION.

EXCAVATE TO ROCK UNDERLAYMENT. BACKFILL TO CREATE UNIFORM 2.

MAXIMUM TRENCH WIDTH = PIPE OUTSIDE DIAMETER PLUS 600mm.1.

NOTES:

TO DS

LIFT STATION

FROM BROWNSTONES

TO CONSTRUCT

ANGLE BEND REQUIRED

CONTRACTOR TO VERIFY

CONVENIENCE,

CONNECT

GV & QUICK

F-9

XM-506

TO DS

FOR CLARITY

TURNED

V A R

V A

CL CLEANOUT

150/200 UPVC SEWER CONCRETE BLOCK MIN WIDTH OD + 300

VALVE BOX

FRP OR PVC

PREFABRICATED

100 PVC RISER

PAVED AREA

IS LOCATED IN

WHERE CLEANOUT

ENCASEMENT

CONCRETE

100 MIN OF

GRADE

FINISHED

CAP AND COLLAR

THREADED 100 PVC

CAP

THREADED

TYPICAL TRENCH CROSS-SECTION

SCALE: NONE

WASHOUT CONNECTION

NOTES:

1) ALL PIPE FITTINGS ARE SHOWN AS 125 CLASS FITTINGS.

2) ORIENTATION SHOWN FOR INFORMATION ONLY.

3) CONTRACTOR TO CONFIRM AND USE APPROPRIATE PIPE

FITTING TO MAINTAIN PIPE ALIGNMENT IN SEWER ROW.

PIPE TRANSITION

K U -4

X M

D T .d

A L S

A L E

M A

A S

K U

W A

XM-506

G E

N E

R A

L D

E T

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

G .L

-4

F-9

XM-506

SECTION

SCALE: NONE

F-2 F-4

F-6

CL HATCH

CL MANHOLE

FINISH GRADE

NOTE 7

PROPOSED FORCE MAIN

CONCRETE BRICK

NOTE 3

NOTE 14

NOTE 6

NOTE 5

NOTE 9

NOTE 13

(SEE DETAILS)

SST BALL VALVE

NOTE 11

NOTE 8

NOTE 12

NOTE 4

STEPS

300mm)

=FORCE MAIN (

PROPOSED

EXISTING OR

SLEEVE

TEE OR TAPPING

RELEASE VALVE

50mm SST AIR

BALL VALVE

50mm SST

WITH 25mm TAP

100mm SST FLANGE

50mm SST COUPLING

NOTE 10

NOTE 1

NOTE 2

MINIMUM PIPE COVER UNLESS APPROVED BY COR.

CONTRACTOR TO EXCAVATE FULL DEPTH TO PROVIDE 15.

WALL.

STEEL STRAP W/STAINLESS STEEL ANCHORS SET IN EPOXY IN

STRAP AND ANCHORS: 3mm THICK X 38mm WIDE STAINLESS 14.

STAINLESS STEEL NIPPLE AND BALL VALVE.13.

COUPLING.

STAINLESS STEEL NIPPLE, ANGLE, BALL VALVE AND QUICK 12.

MODEL S-020 (50mm THREADED OR 100mm FLANGED).

CORROSION RESISTANT NYLON OR PLASTIC. A.R.I. USA, INC.

AND NUTS, WASHER, AND SPRING; ALL OTHER PARTS TO BE

BODY, POLY FLOAT, STAINLESS STEEL FLOAT STEM, BOLTS

50mm OR 100mm AUTOMATIC AIR RELEASE VALVE WITH NYLON 11.

RELEASE VENT".

WHITE BACKGROUND READING "SEWAGE FORCE MAIN AIR

175mm X 250mm ALUMINUM SIGN WITH 19mm HIGH LETTERS ON 10.

STAINLESS STEEL UNISTRUT, 75mm X 75mm MINIMUM.9.

TO 600mm ABOVE TOP AS SHOWN.

IMMEDIATELY BELOW PRECAST TOP AND EXTEND 50mm VENT

PLASTIC SCREEN. INCREASE FROM 25mm TO 50mm PIPE

6mm SQUARE MESH CORROSION RESISTANT NYLON OR

TUBING WITH TERMINAL RETURN BEND. COVER OPENING WITH

AND 50mm BLACK, PVC, CPVC, OR ABS, SCHEDULE 80 VENT

USE FLEXIBLE STYROFOAM AROUND MANHOLE SIDES.25mm 8.

MANHOLE TOP AND SIDES.

50mm STYROFOAM INSULATION SECURELY ATTACHED TO 7.

K-5, OR EQUAL.

1050mm SQUARE, ALUMINUM, HINGED ACCESS HATCH; BILCO 6.

WITH CAST-IN-PLACE HATCH.

1800mm DIAMETER (ID) PRECAST REINFORCED CONCRETE TOP 5.

EMBEDMENT AND PROJECTION, 250mm WIDTH.

POLYPROPYLENE ENCAPSULATED 12mm STEEL ROD; 125mm 4.

1800mm RCP; ASTM C76 CLASS II, WALL B, OR ASTM C478.3.

PROVIDE "KNOCKOUTS" IN MANHOLE WALLS FOR ALL PIPES.2.

EW.

RESTS IN AGGREGATE. REINFORCE SADDLES WITH D16@175

SADDLES AGAINST BOTH SIDES OF MANHOLE UNLESS PIPE

CONSTRUCT REINFORCED CONCRETE PIPE SUPPORT 1.

A-1

SCALE: NONE

AIR RELEASE VALVE AND STRUCTURE DETAILS

INSTALLATION CONDITIONS:

AIR RELEASE VALVE DETAIL

NOTES:

TYPICAL SECTION

SCALE: NONESCALE: NONE

150mm BRANCH).

BRANCH; LARGER THAN 300mm MAIN WITH

DI TEE (300mm OR SMALLER MAIN WITH 100mm

PUSH-ON OR MECHANICAL JOINT X FLANGED

NEW INSTALLATION:

100mm PIPE m m M

m m C

L E

A N

C R

U S

H E

D L

E S

T O

N E

BOTH SIDES

TYPICAL SEWER CLEANOUT (CO) DETAIL

SCALE: NONED-6

33 01 30.83.

COAT INTERIOR OF VAULT PER SPECIFICATION

ASSEMBLY.

ANCHORS FOR SUPPORTING VALVE

INSTALL STAINLESS STEEL STRAP AND WALL

MANHOLE.

CENTERLINE TO MAXIMIZE WORKING SPACE IN

AIR RELEASE VALVE MAY BE OFFSET FROM

FOR FITTINGS.

SEE ALTERNATIVE ISOLATING VALVE DETAILS

BASINS

SEDIMENTATION

STRUCTURE DS2

DIVERSION

WWTP 1

PACKAGE

EXISTING

MH 2

PUMPS

EFFLUENT

TANK

STORAGE

EQUALIZATION

OVERFLOW

PUMPS

WAS

W A

POND

EXISTING TREATMENT

OVERFLOW TO

SEDIMENTATION

PRIMARY

& DISINFECTION

SECONDARY TREATMENT

DS1-104

STRUCTURE

DIVERSION

OVERFLOW

WWTP 2

PACKAGE

WWTP 3

PACKAGE

MH 1

WAS

300 SS

PUMP

FILL

TRUCK

POND

TREATMENT

TO EXISTING

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

K U -4

X M

D T .d

A L S

A L E

M A

A S

K U

W A

XM-507

P R

O C

E S

S F

L O

W D

G R

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

G .L

-4

PROCESS FLOW DIAGRAM

B-5

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

ACCESS HATCH

SEWAGE PUMP (TYP)

WATER LEVEL

HAZARDOUS AREA

CLASS 1 DIVISION 1

PIPE IE = 136.70

NEW 400mm

HATCH

FLOAT ACCESS

K U -4

X M

D T .d

A L S

A L E

M A

A S

K U

W A

XM-508

B R

O W

N S

T O

N E

S L

T S

T A

N O

V E

R F

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

G .L

-4

GENERAL NOTES:

LIFT STATION SECTION

EXISTING BROWNSTONES

SCALE: NONE

C-4

OUT OF SERVICE.

PRIOR TO TAKING BROWNSTONES LIFT STATION

TO CONTRACTING OFFICERS' REPRESENTATIVE

OPERATIONS. CONTRACTOR SHALL PROVIDE PLAN

TRANSPORTED TO WWTP DURING REHABILITATION

MAKEPROVISIONS FOR WASTEWATER TO BE

RECOMMENDATIONS. CONTRACTOR SHALL

APPLY EPOXY COATING PER MANUFACTURERS

CONTRACTOR SHALL CLEAN STRUCTURE AND

PROTECTION. SEE SECTION 33 01 30.83.

APPLYING EPOXY COATING FOR CORROSION

EXISTING BROWNSTONES LIFT STATION BY

OPTION 1: CONTRACTOR TO REHABILITATE 2.

PIECES MINIMUM 500mm LONG.

PIPE CONNECTIONS TO STRUCTURES MADE WITH 2 1.

C H

CHH

C H

CHH

CPT-3

E744956.901

N3250836.628

130.01

FG FG FG

FGFG

FG FG

FGFG

TMH

SBSB

SURVEY

LIMITS OF NEW

PLANT SYSTEM

PACKAGE WASTEWATER

TANK

EQUALIZATION STORAGE

EXISTING EARTHEN ACCESS DRIVE

EXISTING FORCEMAIN

HANDHOLE

EXISTING COMMUNICATIONS

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

11KV 3/C 35mm SWA CABLE

EXISTING DIRECT BURIED

G A

T C

H R

O A

CPT-3

E744956.901

N3250836.628

130.01

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

M A

T C

H L

E F

O R C

O N

U A

N S

E E S

H E

E T X

E -1

1:1000

10 10 20 30 40 50 60 70 80 90

MATCHLINE - FOR CONTINUATION SEE SHEET XE-102

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-101

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 1

B-5

SEE SHEET XE-109

FOR ENLARGED PLAN

EX SS

EX C

TELECOMMUNICATIONS

DUCT FOR FUTURE

HAVING 3 CELL 76mm FABRIC

WITH ONE OF THE CONDUITS

EXISTING 2-100mm CONDUIT

11KV 3/C 35mm SWA CABLE

EXISTING DIRECT BURIED

BELOW ROAD

CONCRETE ENCASEMENT

MAIN 11KV SUBSTATION

ALI AL SALEM

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

1:1000

10 10 20 30 40 50 60 70 80 90

MATCHLINE - FOR CONTINUATION SEE SHEET XE-101

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-102

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 2

B-5

E X

RCEM

AIN

CHH

WMH

TL=119.75

TMH

TL=119.58

TL=119.66

TL=120.16

SBSB

C U

R B S

T O

N E

BUILDING HANDHOLE

EXISTING COMMUNICATIONS

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET XE-104

1:1000

10 10 20 30 40 50 60 70 80 90

M A

T C

H L

E F

O R C

O N

U A

N S

E E S

H E

E T X

E -1

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-103

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 3

B-5

EX C

R C

E M

CHH

C H

TL=124.27

CABLE

HANDHOLE

EXISTING COMMUNICATIONS

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

MATCHLINE - FOR CONTINUATION SEE SHEET XE-105

10 10 20 30 40 50 60 70 80 90

MATCHLINE - FOR CONTINUATION SEE SHEET XE-103

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-104

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

K C

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 4

B-5

EX C

E X C

E X

CHH

SURVEY

LIMITS OF NEW

SEWER

300mm GRAVITY

MH B2

MH B3

MH B4

S S

SEWER

400mm GRAVITY

CPT-2

E746411.344

N3249692.142

143.826

D D

E E

S S

DEPTH 0.90m

E P

T H .9 m

HANDHOLE

COMMUNICATIONS

MANHOLE

COMMUNICATION

EXISTING

CONDUCTOR

WITH 150mm EARTH

4/C 300mm SWA CABLE

DIRECT BURIED

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

MANHOLE

EXISTING COMMUNICATIONS

FUTURE TELECOMMUNICATIONS

CELL 76mm FABRIC DUCT FOR

ONE OF THE CONDUITS HAVING 3

EXISTING 2-100mm CONDUIT WITH

EXISTING

CL139.86

CL140.31

CL140.21

CL140.19

CL140.18

CL139.91

140.11

CL140.13

TANK

D E P T H .3 m

D E

P T

H .9 m

SEWAGE

DRY AREA

Brownstones Lift Station (LS2)

There are Two Pumps only

BOX

SWITCH

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET XE-104

1:1000

10 10 20 30 40 50 60 70 80 90

MATCHLINE - FOR CONTINUATION SEE SHEET XE-106

SITE ELECTRICAL NOTES:

FOR THE DESIGN AND CONSTRUCTION OF THE SITE ELECTRICAL DISTRIBUTION SYSTEM.

EXISTING CONDITIONS. CONTRACTOR SHALL ALSO COORDINATE WITH OTHER UTILITIES AND TRADES

OF THE EXISTING SITE UTILITIES WITH THE LOCAL REPRESENTATIVE, SURVEY INFORMATION AND THE

CONTRACTOR SHALL DETERMINE, VERIFY, AND COORDINATE THE DEMOLITION AND/OR RELOCATION

SHOWN OR NOT SHOWN AT ALL BASED ON THE AVAILABLE INFORMATION AT THE TIME OF DESIGN. THE

THE EXISTING UNDERGROUND UTILITIES INFORMATION MAYBE INCOMPLETE AND ARE ONLY PARTIALLY

UNDERGROUND UTILITIES.

OR OTHER ACCEPTABLE MEANS TO DETERMINE LOCATION AND ROUTING OF THE EXISTING

ENSURE SAFETY OF PERSONNEL. THE CONTRACTOR SHALL UTILIZE ELECTRICAL CIRCUIT TRACERS

LOCATION OF ALL EXISTING UTILITIES PRIOR TO STARTING ANY WORK AND TAKE MEASURES TO

CLEARLY DETERMINE THE EXISTING SITE CONDITIONS. CONTRACTOR SHALL DETERMINE THE ACTUAL

THE CONTRACTOR SHALL PERFORM SITE SURVEYS AND ALL OTHER INVESTIGATIONS NEEDED TO

FINISH WORK LOCATION TO MATCH THE EXISTING.

IN CONFLICT WITH THE CONSTRUCTION OR OTHER UNDERGROUND UTILITIES. PATCH REPAIR AND

DUCT BANKS, MANHOLES AND HANDHOLES MAY BE ABANDONED IN PLACE IF THEIR LOCATIONS ARE NOT

ARE LOCATED IN THE AFFECTED FOOTPRINT OF THE CONSTRUCTION AREA. EXISTING UNDERGROUND

THE CONTRACTOR SHALL REMOVE ALL OF THE EXISTING ABANDONED RACEWAYS AND CABLES THAT

OUTAGES, ALL NECESSARY DISCONNECTIONS, AND RECONNECTIONS.

INCLUDING MARKING OF EXISTING UNDERGROUND UTILITIES, DIGGING PERMITS, SCHEDULING OF

COORDINATION WITH THE BASE AGENCIES TO CLEARLY DETERMINE ALL WORK REQUIREMENTS

OF THE AFFECTED CONSTRUCTION AREA. CONTRACTOR SHALL MAKE ALL NEEDED CONTACTS AND

THE CONTRACTOR SHALL RELOCATE EXISTING ELECTRICAL UTILITIES THAT ARE IN OPERATION OUT

SWITCHGEAR AND SECONDARY DISTRIBUTION FEEDER CIRCUITS TO THE SEWAGE TREATMENT EQUIPMENT.

MANHOLES, HAND HOLES, DIRECT BURIED CONDUITS, DIRECT BURIED CABLES, SECONDARY DISTRIBUTION

(RMUS), COMPACT SECONDARY SUBSTATIONS, DISTRIBUTION TRANSFORMERS, ELECTRICAL DUCT BANKS, DISTRIBUTION FEEDER CIRCUIT CABLES, PAD-MOUNTED DISTRIBUTION SWITCHES OR RING MAIN UNITS

COORDINATION OF THE SITE ELECTRICAL DISTRIBUTION SYSTEM MAY INCLUDING PRIMARY (11 KV)

REQUIREMENTS, AND OUTAGE REQUIREMENTS WITH BASE OPERATION REPRESENTATIVES. THE

COORDINATION OF THE SITE ELECTRICAL SERVICES, INTERCONNECTION REQUIREMENTS, PHASING

THE NEW FACILITIES.

CONTRACTOR SHALL PROVIDE FINAL ELECTRICAL SERVICES CONNECTIONS, TERMINATIONS FOR

FORCEMAIN200

MANHOLE

EXISTING SEWAGE

TELECOMMUNICATIONS

DUCT FOR FUTURE

3 CELL 76mm FABRIC

THE CONDUITS HAVING

CONDUIT WITH ONE OF

EXISTING 2-100mm

CONTROL PANEL

BROWNSTONES LIFT STATION

EARTH CONDUCTOR

CABLE WITH 150mm

SWA

4/C 300mm

DIRECT BURIED

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-105

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SURVEY

LIMITS OF NEW

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 5

B-4

SCALE: 1:400

ENLARGED ELECTRICAL PLAN

E-8

B-2

XE-503

THIS SHEET

SEE ENLARGED PLAN

MH B1

NEW SURVEY

LIMITS OF

FORCEMAIN

150mm

S S

SHEET XM-506

CO - SEE D-6 ON

ONE-LINE DIAGRAM

SUBSTATION ELECTRICAL

EXISTING CV2

SEE SHEET XE-603 FOR

CV2 SUBSTATION

CONDUCTOR

EARTH

WITH 150mm

SWA CABLE

4/C 300mm

DIRECT BURIED

CPT-1

E746506.381

N3249449.888

147.917

X XX

C C

PORTA CABIN

CL140.58

MHT

CL142.35

MHT

D E P T H .8 m

DEP

TH 0

.50 m

DEPTH 0.6m

DEPTH 0.3m

DEP

0.3 m

D E P

T H .5 m

D E

P T

H .2 m

D E P T

H .8 m

D E P T H .7 m

D E P T H .8 m

D E P T H 0.45m

D E P T H .5 m

SECURITY ARM

D E P

T H .8 m

D E P

T H .8 m

CL142.87

ASP

HALT

ROAD

ASPHALT R

OAD

ASPHALT R

OAD

ASPHALT

ROAD

ASPHALT

ROAD

F E

N C

F E

N C

F E

N C

F E

N C

F E

N C

G A

T E

G A

T E

C H

A N

N E

C H

A N

N E

ASP

HALT

R O

SECURITY ARM

A S

P H

A L T R

O A

A S

P H

A L T R

O A

SECURITY ROOM

S E

C U

Y B

A R

NCRETE

ASE

CONCRETE BASE

D E

P T

H .4 m

D E P T

H .6 m

G A

T E

TRAFFIC LIGHT

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

MATCHLINE - FOR CONTINUATION SEE SHEET XE-105

10 10 20 30 40 50 60 70 80 90

SITE ELECTRICAL NOTES:

ELECTRICAL DISTRIBUTION SYSTEM.

UTILITIES AND TRADES FOR THE DESIGN AND CONSTRUCTION OF THE SITE

EXISTING CONDITIONS. CONTRACTOR SHALL ALSO COORDINATE WITH OTHER

SITE UTILITIES WITH THE LOCAL REPRESENTATIVE, SURVEY INFORMATION AND THE

VERIFY, AND COORDINATE THE DEMOLITION AND/OR RELOCATION OF THE EXISTING

INFORMATION AT THE TIME OF DESIGN. THE CONTRACTOR SHALL DETERMINE,

ARE ONLY PARTIALLY SHOWN OR NOT SHOWN AT ALL BASED ON THE AVAILABLE

THE EXISTING UNDERGROUND UTILITIES INFORMATION MAYBE INCOMPLETE AND

AND ROUTING OF THE EXISTING UNDERGROUND UTILITIES.

CIRCUIT TRACERS OR OTHER ACCEPTABLE MEANS TO DETERMINE LOCATION

ENSURE SAFETY OF PERSONNEL. THE CONTRACTOR SHALL UTILIZE ELECTRICAL

EXISTING UTILITIES PRIOR TO STARTING ANY WORK AND TAKE MEASURES TO

CONDITIONS. CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF ALL

INVESTIGATIONS NEEDED TO CLEARLY DETERMINE THE EXISTING SITE

THE CONTRACTOR SHALL PERFORM SITE SURVEYS AND ALL OTHER

PATCH REPAIR AND FINISH WORK LOCATION TO MATCH THE EXISTING.

CONFLICT WITH THE CONSTRUCTION OR OTHER UNDERGROUND UTILITIES.

AND HANDHOLES MAY BE ABANDONED IN PLACE IF THEIR LOCATIONS ARE NOT IN

THE CONSTRUCTION AREA. EXISTING UNDERGROUND DUCT BANKS, MANHOLES

RACEWAYS AND CABLES THAT ARE LOCATED IN THE AFFECTED FOOTPRINT OF

THE CONTRACTOR SHALL REMOVE ALL OF THE EXISTING ABANDONED

RECONNECTIONS.

SCHEDULING OF OUTAGES, ALL NECESSARY DISCONNECTIONS, AND

MARKING OF EXISTING UNDERGROUND UTILITIES, DIGGING PERMITS,

AGENCIES TO CLEARLY DETERMINE ALL WORK REQUIREMENTS INCLUDING

SHALL MAKE ALL NEEDED CONTACTS AND COORDINATION WITH THE BASE

IN OPERATION OUT OF THE AFFECTED CONSTRUCTION AREA. CONTRACTOR

THE CONTRACTOR SHALL RELOCATE EXISTING ELECTRICAL UTILITIES THAT ARE

TO THE SEWAGE TREATMENT EQUIPMENT.

DISTRIBUTION SWITCHGEAR AND SECONDARY DISTRIBUTION FEEDER CIRCUITS

HOLES, DIRECT BURIED CONDUITS, DIRECT BURIED CABLES, SECONDARY

DISTRIBUTION TRANSFORMERS, ELECTRICAL DUCT BANKS, MANHOLES, HAND

SWITCHES OR RING MAIN UNITS (RMUS), COMPACT SECONDARY SUBSTATIONS,

DISTRIBUTION FEEDER CIRCUIT CABLES, PAD-MOUNTED DISTRIBUTION

ELECTRICAL DISTRIBUTION SYSTEM MAY INCLUDING PRIMARY (11 KV)

BASE OPERATION REPRESENTATIVES. THE COORDINATION OF THE SITE

REQUIREMENTS, PHASING REQUIREMENTS, AND OUTAGE REQUIREMENTS WITH

COORDINATION OF THE SITE ELECTRICAL SERVICES, INTERCONNECTION

S E

K U -4

X E

A L S

A L E

M A

A S

K U

W A

XE-106

E L E

C T

A L S

E P

L A

N S

H E

W S

T E

P H

E N

S O

E D

E S

N S

T R

U C

T S

E W

A G

E T

R E

A T

M E

N T E

X T

E N

J M

C h ie f, B

L D

G S y s te m s B ra n c h

P -4

SCALE: 1:1000

ELECTRICAL SITE PLAN - SHEET 6

B-5

MATCHLINE - FOR CONTINUATION SEE SHEET XE-107

TERMINATIONS FOR THE NEW FACILITIES.

CONTRACTOR SHALL PROVIDE FINAL ELECTRICAL SERVICES CONNECTIONS, 6.

SURVEY

LIMITS OF NEW

GENERATOR

DENMARK

OFFICE

DENMARK

OFFICE

FENCE

ASPHALT ROAD

CABIN

PORTA

CABIN

PORTA

TENT

TRANSFORMER

A S P H

O A D

A S P

H A

L T R

O A

SHED

CAR

AREA

FILLING

FUEL

D E P

T H .8 m

S S

SHEET XM-506

CO - SEE D-6 ON

D L E E

A S

T D

T R

P .O

B O

C H

E S

T E

V A

-1

P L

O T D

A T

E N

A M

A N

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A T

S E

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

MATCHLINE - FOR CONTINUATION SEE SHEET XE-106

1:1000

10 10 20 30 40 50 60 70 80 90

SITE ELECTRICAL NOTES:

ELECTRICAL DISTRIBUTION SYSTEM.

UTILITIES AND TRADES FOR THE DESIGN AND CONSTRUCTION OF THE SITE

EXISTING CONDITIONS. CONTRACTOR SHALL ALSO COORDINATE WITH OTHER

SITE UTILITIES WITH THE LOCAL REPRESENTATIVE, SURVEY INFORMATION AND THE

VERIFY, AND COORDINATE THE DEMOLITION AND/OR RELOCATION OF THE EXISTING

INFORMATION AT THE TIME OF DESIGN. THE CONTRACTOR SHALL DETERMINE,

ARE ONLY PARTIALLY SHOWN OR NOT SHOWN AT ALL BASED ON THE AVAILABLE

THE EXISTING UNDERGROUND UTILITIES INFORMATION MAYBE INCOMPLETE AND

AND ROUTING OF THE EXISTING UNDERGROUND UTILITIES.

CIRCUIT TRACERS OR OTHER ACCEPTABLE MEANS TO DETERMINE LOCATION

ENSURE SAFETY OF PERSONNEL. THE CONTRACTOR SHALL UTILIZE ELECTRICAL

EXISTING UTILITIES PRIOR TO STARTING ANY WORK AND TAKE MEASURES TO

CONDITIONS. CONTRACTOR SHALL DETERMINE THE ACTUAL LOCATION OF ALL

INVESTIGATIONS NEEDED TO CLEARLY DETERMINE THE EXISTING SITE

THE CONTRACTOR SHALL PERFORM SITE SURVEYS AND ALL OTHER

PATCH REPAIR AND FINISH WORK LOCATION TO MATCH THE EXISTING.

IN CONFLICT WITH THE CONSTRUCTION OR OTHER UNDERGROUND UTILITIES.

AND HANDHOLES MAY BE ABANDONED IN PLACE IF THEIR LOCATIONS ARE NOT