Attachment_3_Technical_As-Built_I_SP_620_Project_16-B-0004_02_JUN_16.pdf

34-M-1

J

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:3 f r m

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LOWER PLAN

1/4"=1’-0"

UPPER PLAN

1/4"=1’-0"

ASECTION

B

IG

B E

R T

H A

P U

M

S T

A T

IO

N

M E

C H

A N

IC

L

A N

D

C T

IO

N

DISCHARGE LINE

EXST SUMP PUMP

BUBBLER LINE SUPPORT AND CASING

EXST 3" SCH 40 STEEL PIPE

DOOR

EXST

EXST REMOVABLE TOP

W/MANUAL WINCH

EXST CRANE LIFT

1/4"=1’-0"

EXTENDED VALVE STEM

WITH LID CENTERED OVER

EXST 4" ID FLOOR BOX

AL ACCESS DOOR

EXST 3’-6"x3’-6"

WITH MANUAL WINCH

EXST CRANE LIFT

EXST AREA DRAIN

ACCESS DOOR

EXST 2’-6"x2’-6" AL

EXST CONDUIT DUCT

COMPRESSOR UNIT

EXST AIR CONDITIONER EXST REINF CONC SLAB

EXST AIR DUCT

ENTRANCE TUBE

EXST 44" DIA

SYSTEM DISCHARGE LINE

EXST 8" FORSYTH

FROM AREA DRAIN

EXST 4" SOIL PIPE

EXST BAR GRATE BASKET

EXST INFLUENT SECTION

EXST 15" INFLUENT

WET WELL SECTION

EXST CUSTER HILL SYSTEM

SYSYEM DISCHARGE LINE

EXST 12" CUSTER HILL

P-2102-02 P-2102-01

EXST PUMP STATION

0 4 8 12

Scale In Feet

0 4 8 12

Scale In Feet

0 4 8 12

Scale In Feet

A

A

EXST PUMP NO. 3

EXST PUMP NO. 1

P-2102-03

8"x4"-V608

EXST 8"x4"-V608, TYP

PUMP NO. 2

CONTROL PANEL

EXST CUSTER HILL

CONTROL PANEL

EXST FORSYTH

2’-0" 2

D .L

O M

B A

R D

O

W

D A

Y

SYSTEM DISCHARGE HEADER

EXST 12" CUSTER HILL

TUBE. SEE NOTE 2

INSTALL 44" DIA EQUIP

EXST 8" PLUG VALVE

8" RS

PUMP NO. 2

P-2102-02

8"x4"-V608

RDCR, FOT

10"x6" ECC

PLUG VALVE

EXST 10"

NOTES:

1.

REINFORCEMENT SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER.

ABOVE AND REPAIR DAMAGED PAINTED SURFACES ON EXISTING PUMP STATION TOP.

TO COMPENSATE FOR MODIFICATIONS TO TOP. PAINT REINFORCEMENT AS SPECIFIED

TO INSTALL EQUIPMENT TUBE. PROVIDE ADDITIONAL REINFORCEMENT AS NECESSARY

WITH A STAINLESS STEEL HASP. MODIFY EXISTING PUMP STATION TOP AS REQUIRED

THE LID SHALL HAVE A DRIP LIP AROUND THE EDGE AND SHALL BE PROVIDED

CONSTRUCTED OF FIBERGLASS WITH A UV INHIBITOR. THE LID SHALL BE WHITE.

REPAIR ANY DAMAGED PAINTED SURFACES. PROVIDE EQUIPMENT TUBE LID

RESIN, 6 TO 8 MILS DRY FILM THICKNESS PER COAT. FOLLOWING INSTALLATION,

SSPC-SP10 SURFACE PREPARATION AND TWO COATS OF TNEMIC 1049-69 EPOXY

AND SURFACE ROUGHNESS BY GRINDING. FACTORY PAINT EQUIPMENT TUBE USING

OF ASTM A36 STEEL PLATE. FOLLOWING FABRICATION, REMOVE ALL WELD SPLATTER

BE PROVIDED IN ONE OR MORE SECTIONS AS REQUIRED AND SHALL BE CONSTRUCTED

INSTALL 44" DIAMETER WELDED STEEL EQUIPMENT TUBE. EQUIPMENT TUBE SHALL2.

WET WELL SECTION

EXST FORSYTH SYSTEM

SEE NOTE 2

EQUIP TUBE,

INSTALL 44" DIA

2’-0" MIN

EA SIDE

SEE

AROUND OPENING,

PROVIDE #5 HOOP

TYPE L

SEE

CONC PAD,

ENTRANCE TUBE

EXST WALK IN

SEE NOTE 2

EQUIP TUBE,

HINGED LID ON

SEE NOTE 2

HINGED LID

W

D A

Y

DEMOLITION AND NEW WORK.

BERTHA TO THE NEW CUSTER HILL AWTP. CONTRACTOR SHALL COORDINATE

THE BIG BERTHA PUMP STATION. WASTEWATER WILL THEN BE PUMPED FROM BIG

WASTEWATER WILL BE PUMPED FROM THE CAMP FORSYTH PUMP STATION TO

CONSTRUCTION OF THE NEW FORCE MAINS AND NEW CUSTER HILL AWTP,

AND NEW CUSTER HILL AWTP. FOLLOWING MODIFICATIONS TO BIG BERTHA AND

MODIFICATIONS TO BIG BERTHA AND CONSTRUCTION OF THE NEW FORCE MAINS

FORSYTH AND CUSTER HILL WASTEWATER TREATMENT PLANTS DURING

WASTEWATER FROM BIG BERTHA PUMP STATION TO BOTH THE EXISTING CAMP

IT IS NECESSARY THAT THE GOVERNMENT RETAIN THE CAPABILITY TO PUMP

RECORD DRAWING

FEBRUARY 2006

CONTRACT NO. DACA41-02-C-0003

RECORD DRAWING

FEBRUARY 2006

CONTRACT NO. DACA41-02-C-0003

w n b y

D e s ig n e d b y

R e v ie w e d b y

D a t e

R e v

C k d b y

US Army Corps of Engineers u b m it t e d b y e s ig n f il e n o r a w in g c o d number:

reference

Sheet

D e s c r ip t io n D a t e

D e s c r ip t io n D a t e

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Kansas City District

12525

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