2015 pump station replacement projectdnhiggins.com/docs/2015101 construction plans.pdf · proposed...

COVER SHEET

SECTION 13, T. 44 S., R. 29 E., &

SECTION 6, T. 44 S., R. 30 E.,

HENDRY COUNTY, FLORIDA TO SERVE

"GERBER GROVES WATER CONTROL DISTRICT"

SHEET INDEX

COVER SHEET

LOCATION MAP

PS 2E(2) SITE AERIAL

PS 2E(2) ELEVATION VIEW

PS 3E SITE AERIAL

PS 3E ELEVATION VIEW

PS 5E(2) SITE AERIAL

PS 5E(2) ELEVATION VIEW

PS 6E SITE AERIAL


PS 7E SITE AERIAL


PS 8W SITE AERIAL

PS 8W ELEVATION

PS 8E SITE AERIAL


IRRIGATION SITE AERIAL

IRRIGATION ELEVATION VIEW

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEET 6

SHEET 7

SHEET 8

SHEET 9

SHEET 10

SHEET 11

SHEET 12

SHEET 13

SHEET 14

SHEET 15

SHEET 16

SHEET 17

SHEET 18

LOCATION MAP

NOT TO SCALE

JACKSONVILLE

DAYTONA BEACH

MELBOURNE -

COCOA

FT PIERCE

WEST

PALM

BEACH

FT LAUDERDALE

MIAMI

FT MYERS

NAPLES

ST PETERSBURG

TAMPA

LAKELAND

ORLANDO

NEW PORT RICHEY

OCALA

GAINESVILLE

TALLAHASSEE

PANAMA

CITY

FORT WALTON

BEACHPENSACOLA

T

U

R

N

P

I

K

E

BEE LINE

EXPRESSWAY

F

L

O

R

I

D

A

S

LAKE CITY

BARTOW

ST AUGUSTINE

KEY WEST

CHIPLEY

DELAND

PALM BEACH

VILLAGE OF NORTH

CLEWISTON

PROJECT LOCATION

SCALE: 1" = NTSSHEET 1 OF 18DATE: 11-11-2015 REVISIONS BYDATE

Scale: 1" =

xxx

JOHNSON - PREWITT & ASSOCIATES, INC.

ENGINEERS PLANNERS LAND SURVEYORS

STATE AUTHORIZATION NUMBER LB1042, EB1042

P.O. BOX 1029 850 WEST VENTURA AVENUE CLEWISTON, FLORIDA

PH: (863) 983-9188 FAX: (863) 983-9854 www.johnsonprewitt.com

"2015 PUMP STATION REPLACEMENT PROJECT"

CONSTRUCTION PLANS

SECTIONS 04, 08, 16, TOWNSHIP 44 SOUTH, RANGE 30 EAST

HENDRY COUNTY, FLORIDA

NOVEMBER - 2015

GENERAL NOTES:

THE FOLLOWING SPECIFICATIONS AND DRAWINGS IN THIS SET

WILL BE THE BASIS FOR COMPARING DIFFERENT BIDS.

DIFFERENT MATERIALS OR METHOD OF CONSTRUCTION MAY BE

APPROVED BY THE OWNER AFTER THE CONTRACTOR IS

SELECTED.

CONTRACTOR AND SUBCONTRACTORS MUST OBTAIN

MANUFACTURE'S CATALOGS AND PART LIST FOR ALL ITEMS

INCLUDED IN THE CONSTRUCTION.

EXCAVATION IS UNCLASSIFIED.

CONTRACTOR RESPONSIBLE FOR OBTAINING A DEWATERING

PERMIT SHOULD A DEWATERING PERMIT REQUIRED.

ALL SPOT ELEVATIONS, CONTOURS AND OTHER TOPOGRAPHIC

INFORMATION IS BASED ON NGVD 1929 DATUM.

THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING UTILITY

LINES ARE NOT IMPACTED AND SHALL CALL 1-800-432-4770

PRIOR TO ANY EXCAVATION.

SCALE: 1" = 2 MILES SHEET 2 OF 18DATE: 11-11-2015

LOCATION MAP



REVISIONS BYDATE






Scale

: 1" =

2 M

IL

ES

PS 3E

STATE ROAD 80

ST

AT

E R

OA

D 2

9

SEARS ROAD

PS 6E

PS 7EPS 8W

IRRIGATION PUMP STATION

PS 5E (2) LOCATION

NORTH RESERVOIR

PS 2E(2) LOCATION

SOUTH RESERVOIR

PS 8E

GENERAL PROJECT DESCRIPTION:

REMOVE EXISTING PS 2E(2) PUMP STATION, CONTROL PANEL, AND OTHER ASSOCIATED ACCESSORIES.

FURNISH AND INSTALL +/- 17,000 GPM PUMP, POWER UNIT, FRAME, GRATE, PUMP HOUSE, FUEL TANK, RIP RAP AND ANY OTHER ACCESSORIES NECESSARY FOR THE OPERATION

OF THE PUMP. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.

FURNISH AND INSTALL STAFF GAUGE ON INTAKE SIDE OF PUMP. STAFF GAUGE TO BE FIBERGLASS, 7" WIDE AND 8' IN LENGTH WITH10" MARKINGS; LABELED TO READ WATER

DEPTH IN CANAL.

FURNISH AND INSTALL FUEL TANK, 500 GALLON DOUBLE WALLED.

CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OF ALL MATERIALS RESULTING FROM DEMOLITION OF THE EXISTING PUMP STATION OFF-SITE.

SCALE: 1" = 60' SHEET 3 OF 18DATE: 11-11-2015

PUMP STATION 2E(2) REPLACEMENT

SECTION 16, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






AERIAL

1"= 60'

REMOVE AND REPLACE EXISTING

DRAINAGE PUMP STATION.

FUEL TANK LOCATION TO BE

FIELD LOCATED BY OWNER

SOUTH RESERVOIR LEVEE

SOUTH RESERVOIR

SOUTH RESERVOIR LEVEE

EXISTING CULVERT

TO REMAIN

1

2

PERMITTED

TOP OF LEVEE ELEV. 33.96'

1.5

1

15.0'

H.W. EL. 26.0'

L.W. EL. 22.0'

RESERVOIR

17,000 GPM PUMP CAPACITY

MATCH EXISTING

1.5

1

10

'

10' MIN.

PUMP SUMP

ELEV. 15.0'

8' M

IN

SOUTH RESERVOIR

SOUTH RESERVOIR


CANAL BOTTOM

CANAL BOTTOM


10

'

RIP

R

AP

RIP

R

AP

SODDED AREA TO MEET

RIP RAP EXTENTS.

SCALE: AS SHOWN SHEET 4 OF 18DATE: 11-11-2015

PUMP STATION 2E(E) REPLACEMENT

SECTION 16, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN TO

REFUSAL

PLAN VIEW

SCALE 1" = 20'

MANUFACTURER TO PROVIDE

FRAME, GRATE AND PUMP

HOUSE DETAIL

PROPOSED DESIGN SECTION

FLAP GATE

NOTES:

MINIMUM 9.5' TDH


DISCHARGE PIPE 85' IN LENGTH

FUEL TANK TO BE FIELD LOCATED DURING

INSTALLATION BY OWNER.

DISTURBED AREAS TO BE SODDED.

STAFF GAUGE TO BE INSTALLED ON INTAKE SIDE OF PUMP.

CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP

BELOW ELEVATION 15.0' IN THE BID PACKAGE.

PLACE FILTER FABRIC UNDER 8-12"

BOULDER RUBBLE RIP RAP 18" THICK

EXISTING CANAL SECTION




PUMP STATION 3E REPLACEMENT

SECTION 08, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






CA

NA

L 2 (G

OO

D C

AN

AL

)

AERIAL

SCALE 1" = 60'


REMOVE EXISTING PS 3E PUMP STATION, CONTROL PANEL, PUMP HOUSE, AND ASSOCIATED ACCESSORIES.

FURNISH AND INSTALL 16,800 GPM CAPACITY PUMP, CONTROL PANEL, FRAME, GRATE, PUMP HOUSE, AND RIP RAP AND ANY OTHER ACCESSORIES NECESSARY FOR THE

OPERATION OF THE PUMP. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.

FURNISH AND INSTALL 36" X 90' CAP CULVERT WITH 10.5' F.G. RISER AND CATWALK TO RISER.

FURNISH AND INSTALL STAFF GAUGE ON INTAKE SIDE OF PUMP. STAFF GAUGE TO BE FIBERGLASS, 7" WIDE AND 8' IN LENGTH WITH 10" MARKING; LABELED TO READ

WATER DEPTH IN CANAL.

CONTRACTOR IS RESPONSIBLE FOR PROPERLY REMOVING AND DISPOSING OF ALL MATERIALS RESULTING FROM DEMOLITION OF THE EXISTING PUMP STATION OFFSITE.

REMOVE & REPLACE

IRRIGATION CULVERT & RISER


DRAINAGE PUMP STATION

CONTROL PANEL TO BE FIELD

LOCATED BY THE OWNER

CANAL 3

15.0'

1.5

1

HIGH WATER ELEVATION 26.0'

LOW WATER ELEVATION 22.0'

1.5

1


ROAD ELEV. 31.0'

CANAL 3

CA

NA

L 2 (G

OO

DN

O C

AN

AL)

15

'

3

1

.

0

'

3

1

.

0

'

SLOPE 4:1TO EXISTING ROAD

BEYOND 15'

31.0'

15

'

3

1

.

0

'

3

1

.

0

'


BEYOND 15'

31.0'

36" X 90' CAP CULVERT WITH 10.5' F.G. RISER. INVERT ELEV. 18.5'

16,800 GPM PUMP

8' M

IN

10

'1

0'

10' MIN



SECTION 08, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN TO

REFUSAL

PLAN VIEW

SCALE 1" = 20'

MANUFACTURER TO PROVIDE

FRAME, GRATE AND PUMP

HOUSE DETAIL

PROPOSED CANAL SECTION

FLAP GATE

NOTES:

MINIMUM 6' TDH


CONTROL PANEL TO BE FIELD LOCATED DURING INSTALLATION BY OWNER.

CONTROL PANEL TO BE EQUIPPED WITH SOFT START STARTER.

FLOAT TO BE INSTALLED ON INTAKE SIDE OF PUMP.

STAFF GAUGE TO BE INSTALLED ON INTAKE SIDE OF PUMP

CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP BELOW ELEVATION 15.0' IN THE BID PACKAGE

IRRIGATION CULVERT TO BE 36" X 90' CAP CULVERT WITH 10.5' F.G. RISER, INVERT ELEV. 18.5'





SLOPE PUMP SUM TO

EXISTING CANAL BOTTOM

12" THICK SHELL

ROCK BASE



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






AERIAL

SCALE 1" = 60'


REMOVE EXISTING PS 5E(2) PUMP STATION, CONTROL PANEL, PUMP HOUSE, AND ASSOCIATED ACCESSORIES.

FURNISH AND INSTALL +/-15,000 GPM CAPACITY PUMP, POWER UNIT, FRAME,GRATE, PUMP HOUSE, FUEL TANK, RIP RAP AND ANY OTHER ACCESSORIES NECESSARY FOR THE

OPERATION OF THE PUMP. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.

FURNISH AND INSTALL STAFF GAUGE. STAFF GAUGE TO BE FIBERGLASS, 7" WIDE AND 8' IN LENGHT WITH 10" MARKINGS; LABELED TO READ WATER DEPTH IN CANAL.

FURNISH AND INSTALL FUEL TANK IS TO BE 500 GALLON DOUBLE WALL TANK.


REMOVE AND REPLACE

EXISTING PUMP STATION;

FUEL TANK LOCATION TO BE


NORTH RESERVOIR

NORTH RESERVOIR LEVEE

NO

RT

H R

ES

ER

VO

IR

LE

VE

E

15.5'

NORTH RESERVOIR TOP OF

LEVEE PERMITTED ELEV. 32.44'

15,000 GPM PUMP

1

2

RESERVOIR

1

1.5

L.W. EL. 22.0'

MATCH EXISTING WIDTH

H.W. EL. 26.0'

8' M

IN

NORTH RESERVOIR

10'

10'

15,000 GPM PUMP

RIP

R

AP

RIP

R

AP

NORTH RESERVOIR LEVEE


DISTURBED AREA TO BE

SODDED TO RIP RAP EXTENTS

10' MIN.



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN TO

REFUSAL



PLAN VIEW

SCALE 1" = 20'

MANUFACTURER TO PROVIDE FRAME,

GRATE AND PUMP HOUSE DETAIL

FLAP GATE


NOTES:

MINIMUM 9' TDH


FUEL TANK TO BE FIELD LOCATED DURING INSTALLATION BY

OWNER.

DISTURBED AREAS TO BE SODDED.




EXISTING SECTION



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






C

A

N

A

L

2

(

G

O

O

D

C

A

N

A

L

)

AERIAL

SCALE 1" = 60'



FURNISH AND INSTALL +/- 23,800 GPM PUMP, CONTROL PANEL, FRAME, GRATE, PUMP HOUSE, RIP RAP AND ANY OTHER ACCESSORIES FOR THE PUMP STATION TO OPERATION.

CONTRACTOR RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.

FURNISH AND INSTALL STAFF GAUGE ON INTAKE SIDE OF PUMP. STAFF GAUGE TO BE FIBERGLASS, 7" WIDE AND 8' IN LENGTH WITH 10" MARKINGS; LABELED TO READ WATER

DEPTH IN CANAL.

FURNISH AND INSTALL 36" X 65' CAP CULVERT WITH 9.5' F.G. RISER AND CATWALK TO RISER



DRAINAGE PUMP STATION;

CONTROL PANEL LOCATION TO

BE FIELD LOCATED BY OWNER

REMOVE & REPLACE

IRRIGATION CULVERT & RISER

CANAL 6

13.0'

1.5

1

HIGH WATER ELEVATION 25.0'

LOW WATER ELEVATION 21.0'

1.5

1

ROAD ELEVATION 31.0'



CANAL 6

CA

NA

L 2 (G

OO

DN

O C

AN

AL)

ROAD ELEV. 31.0'

15

'


BEYOND 15'

31.0'

CA

NA

L B

OT

TO

M


BEYOND 15'

IRRIGATION CULVERT INVERT 19.5'

15

'

31.0'

3

1

.

0

'

3

1

.

0

'

3

1

.

0

'

3

1

.

0

'

8' M

IN

10

'1

0'

RIP

R

AP

RIP

R

AP

10'



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN

TO REFUSAL



PLAN VIEW

SCALE 1" = 20'



FLAP GATE


NOTES:

MINIMUM 6' TDH







CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP BELOW ELEVATION 13.0' IN THE BID PACKAGE.

12" THICK SHELL ROCK BASE

SLOPE PUMP SUM TO




SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






C

A

N

A

L

2

(

G

O

O

D

N

O

C

A

N

A

L

)

AERIAL

SCALE 1" = 60'



FURNISH AND INSTALL 19,500 GPM CAPACITY PUMP, CONTROL PANEL, PUMP HOUSE, RIP RAP, AND ANY OTHER ACCESSORIES NECESSARY FOR THE OPERATION OF THE

PUMP. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.

FURNISH AND INSTALL STAFF GAUGE ON INTAKE SIDE OF PUMP. STAFF GAUGE TO BE FIBERGLASS, 7" WIDE AND 8' LENGTH WITH 10" MARKINGS, LABELED TO READ WATER

DEPTH IN CANAL.

FURNISH AND INSTALL 36" X 70' CAP CULVERT WITH 9.5' F.G. RISER AND CATWALK TO RISER.


REMOVE AND REPLACE


CONTROL PANEL TO BE FIELD

LOCATED BY OWNER.

REMOVE & REPLACE

IRRIGATION CULVERT AND RISER

CANAL 7

13.5'

MATCH EXISTING




IRRIGATION CULVERT INVERT ELEV. 19.5'

CANAL 7

CA

NA

L B

OT

TO

M

10' MIN.

CA

NA

L 2 (G

OO

DN

O C

AN

AL)

ROAD ELEV. 31.0'

15

'


BEYOND 15'

31.0'


BEYOND 15'

15

'

31.0'

3

1

.

0

'

3

1

.

0

'

3

1

.

0

'

3

1

.

0

'

10

'

10

'

RIP

R

AP

RIP

R

AP

8' M

IN



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN TO REFUSAL

PLAN VIEW

SCALE 1" = 20'



FLAP GATE


NOTES:

MINIMUM 6' TDH



CONTROL PANEL TO BE EQUIPPED WITH SOFT START STARTER ON THE INTAKE



CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP BELOW ELEVATION 13.5' IN THE BID PACKAGE.



SLOPE PUMP SUM TO




PUMP STATION 8W REPLACEMENT

SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






C

A

N

A

L

2

(

G

O

O

D

C

A

N

A

L

)

AERIAL

SCALE 1" = 60'


REMOVE EXISTING PS 8W PUMP STATION, CONTROL PANEL, PUMP HOUSE, AND ASSOCIATED ACCESSORIES.

FURNISH AND INSTALL 14,000 GPM PUMP, CONTROL PANEL, FRAME, GRATE, PUMP HOUSE, RIP RAP AND ANY OTHER ACCESSORIES FOR THE OPERATION OF THE PUMP.

CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.


DEPTH IN CANAL.


REMOVE AND REPLACE






MATCH EXISTING WIDTH


ROAD ELEV. 30.5'

15

'


BEYOND 15'

30.5'

15

'


BEYOND 15'

30.5'

3

0

.

5

'

3

0

.

5

'

3

0

.

5

'

3

0

.

5

'

10

'

8' M

IN

10

'

RIP

R

AP

RIP

R

AP


PUMP STATION 8W REPLACEMENT

SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN

TO REFUSAL



PLAN VIEW

SCALE 1" = 20'



FLAP GATE





NOTES:

MINIMUM 6' TDH


CONTROL PANEL TO BE FIELD LOCATED

CONTROL PANEL TO BE EQUIPPED WITH SOFT START STARTER ON THE INTAKE

DURING INSTALLATION BY OWNER.


IRRIGATION CULVERT TO BE 36" X 70' CAP CULVERT WITH 9.5' F.G. RISER, INVERT 19.5'

CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP BELOW ELEVATION 14.5' IN

THE BID PACKAGE.



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






AERIAL

SCALE 1" = 60'



FURNISH AND INSTALL +/-6,000 GPM PUMP, CONTROL PANEL, FRAME, GRATE, PUMP HOUSE, RIP RAP AND ANY OTHER ACCESSORIES NECESSARY FOR THE OPERATION OF THE

PUMP STATION. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.


DEPTH IN CANAL.



DRAINAGE PUMP STATION

CONTROL PANEL LOCATION TO BE


15.5'

15' +/-


ROAD ELEV. 29.5'

6,000 GPM PUMP

15

'

SLOPE 4:1TO EXISTING

ROAD BEYOND 15'

29.5'

2

9

.

5

' 2

9

.

5

'

ROAD ELEV. 29.5'

15

'

SLOPE 4:1TO EXISTING

ROAD BEYOND 15'

29.5'

2

9

.

5

' 2

9

.

5

'

5'

5'



SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN

TO REFUSAL



PLAN VIEW

SCALE 1" = 20'



FLAP GATE


SLOPE TO NATURAL GROUND

EXISTING CANAL SECTION

NOTES:

MINIMUM 6' TDH






CONTRACTOR MAY PROPOSE TO EXCAVATE PUMP SUMP BELOW ELEVATION

15.5' IN THE BID PACKAGE.


RIP RAP

RIP RAP


IRRIGATION PUMP STATION REPLACEMENT

SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE

Scale: 1" =

60'






C

A

N

A

L

2

(

G

O

O

D

C

A

N

A

L

)

AERIAL

SCALE 1" = 60'


REMOVE EXISTING IRRIGATION PUMP STATION, CONTROL PANEL, FRAME, AND ASSOCIATED ACCESSORIES.

FURNISH AND INSTALL (2) 18,750 GPM PUMPS, CONTROL PANELS, FRAME, GRATE, PUMP HOUSE, RIP RAP AND ANY OTHER ACCESSORIES NECESSARY FOR THE OPERATION OF

THE PUMP STATION. CONTRACTOR IS RESPONSIBLE FOR MAKING ALL CONNECTIONS SUCH THAT THE PUMP IS OPERABLE UPON COMPLETION.


DEPTH IN CANAL.


REMOVE AND REPLACE

IRRIGATION PUMP STATION;



MATCH EXISTING, 24 +/-


11.5'

(2) 18,750 GPM PUMP CAPACITY

ROAD ELEV. 29.5'

15

'


BEYOND 15'

29.5'

15

'


BEYOND 15'

29.5'

2

9

.

5

'

2

9

.

5

'

2

9

.

5

'

2

9

.

5

'

14' M

IN

.

7' O

.C

.

12'

40'30'




IRRIGATION PUMP STATION REPLACEMENT

SECTION 04, T. 44 S., R. 30 E.,



REVISIONS BYDATE






ELEVATION VIEW

SCALE 1" = 20'

TRASH RACK

PILES DRIVEN

TO REFUSAL



PLAN VIEW

SCALE 1" = 20'



FLAP GATE


NOTES:

MINIMUM 9' TDH


CONTROL PANEL(S) TO BE FIELD LOCATED DURING

INSTALLATION BY OWNER.

CONTROL PANEL(S) TO BE EQUIPPED WITH SOFT START

STARTER.





SLOPE TO EXISTING CANAL BOTTOM


2015 pump station replacement projectdnhiggins.com/docs/2015101 construction plans.pdf · proposed...

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