El Paso, Texas 79901

915.533.6811

TBPE Registration F-560

501 West San Antonio

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\G

00

1-6

93

9.d

wg

L

AY

OU

T N

AM

E: G

1 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

1a

m U

SE

R: o

sa

nch

ez

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\G

00

2-6

93

9.d

wg

L

AY

OU

T N

AM

E: G

2 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

1a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

1 G1 COVER AND VICINITY MAP

2 G2 LOCATION MAP, LEGEND, GENERAL NOTES, SHEET INDEX AND ABBREVIATIONS

3 C1 EXISTING PLANT LAYOUT, EQUALIZATION PUMPS AND AERATION BASINS

4 C2 EXISTING UTILITY PIPING AND EQUALIZATION PUMPS

5 C3 SCREW PUMP DEMOLITION PLAN AND SECTIONS

6 C4 SLUICE GATE DEMOLITION PLAN

7 C5 EXISTING TRAIN 3 PE PUMP STATION PLAN AND SECTIONS

8 C6 BYPASS PUMPING PLAN

9 C7 SCREW PUMP PROPOSED PLAN AND SECTIONS

10 E1 ELECTRICAL EXISTING POWER CONTROL AND INSTRUMENTATION

SECTION OR DETAIL IDENTIFICATION

NUMBER OR LETTER

No. OF SHEET ON WHICH SECTION

OR DETAIL IS SHOWN

No. OF SHEET ON

WHICH SECTION

OR DETAIL IS TAKEN

DIRECTION OF VIEW

PARKHILL, SMITH & COOPER, INC.

501 W. SAN ANTONIO

EL PASO, TX 79901

(915) 533-6811

MR. KEITH RUTHERFORD, P.E.

EL PASO WATER UTILITIES

1154 HAWKINS

EL PASO, TX 79925

MR. JAVIER DOMINGUEZ P.E.

(915) 594-5697

MP

EPWU MARKER POST

UNDERGROUND CABLE

FIBER OPTIC

W/ VALVE BOX

PIPE PLUG

PERMANENT EASEMENT

CONSTRUCTION EASEMENT

W/ MANHOLE

COMB AIR VALVE

SEWER LINE

TEE

REDUCER

GATE VALVE

CROSS

ROW LINE

FENCE

UNDERGROUND TELEPHONE

STEEL CASING

W/ MANHOLE

BLOWOFF VALVE

BACKFILL MATERIAL

CEMENT STABILIZED

VEGETATION

90° BEND

GATE VALVE

PAVEMENT

STRUCTURES

SANITARY SEWER

EASEMENT

LIMITS OF EXCAVATION

AND/OR PAVEMENT

REPLACEMENT

20'

(1 FOOT INTERVALS)

CONTOURS

3

8

1

5

BUTTERFLY VALVE

W/ MANHOLE

CATHODIC PROTECTION

TEST STATION

45° BEND

(OR METER BOX,

AS INDICATED)

MANHOLE

BUTTERFLY VALVE

FIRE HYDRANT

OVERHEAD ELECTRIC

WATER PIPELINE

GAS PIPELINE

CITY MONUMENT

POWER POLE

UNDER GROUND ELECTRIC

STORM SEWER

E

E

W

W

WATER METER

EXEXISTING

RECLAIMED WATER PIPELINE

SHEET NO. DESCRIPTIONDRAWING NO.

R

A

I

L

R

O

A

D

D

R

I

V

E

S

S

P

A

T

R

I

O

T

F

W

Y

(

U

S

5

4

)

FRED HERVEY WATER

RECLAMATION PLANT (WRP)

1. ALL EXISTING UTILITIES CURRENTLY IN SERVICE MUST REMAIN IN SERVICE THROUGHOUT

CONSTRUCTION OF THE PROJECT AS NOTED IN THE DRAWINGS. THE CONTRACTOR IS

RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES FROM DAMAGE AS A RESULT OF

CONSTRUCTION ACTIVITIES.

2. ALTHOUGH ALL EFFORTS HAVE BEEN MADE TO INDICATE ALL MAJOR EXISTING UTILITIES

ON PLANS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND PROTECT

ALL SAID UTILITIES AS WELL AS SERVICE CONNECTIONS (WHETHER OR NOT INDICATED

ON PLANS) PRIOR TO AND DURING CONSTRUCTION. SERVICE CONNECTIONS ARE NOT

SHOWN ON THE PLANS.

3. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH EPWU

TO VERIFY LOCATION OF EXISTING UTILITIES.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EPWU FOR ELECTRIC,

NATURAL GAS, COMMUNICATION, SEWER AND WATER UTILITIES. FOR ANY RELOCATION

AND/OR PROTECTION OF EXISTING LINES OR CABLES AS REQUIRED, DUE TO

CONSTRUCTION ACTIVITIES.

5. UNLESS OTHERWISE INDICATED, ALL EXISTING ROADWAYS, SIDEWALKS, & SURFACE

GRADING AFFECTED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO ORIGINAL

CONDITION AND ELEVATION BY CONTRACTOR.

6. CONTRACTOR SHALL KEEP ALL EQUIPMENT, MATERIAL, DEBRIS & SPOIL OUT OF THE WAY

OF PLANT OPERATIONS.

7. THE INFORMATION PROVIDED IS FOR THE CONTRACTOR TO PLAN HIS CONSTRUCTION

ACTIVITIES, SO AS NOT TO INTERFERE WITH PLANT OPERATIONS.

8. IN SOME CASES ACCESS MAY BE LIMITED TO THE AVAILABLE SPACE AS DETERMINED BY

THE ENGINEER AND THE EPWU PLANT SUPERINTENDENT.

9. CONTRACTOR IS SOLEY RESPONSIBLE FOR WORK SITE SAFETY AND FOR COMPLYING

WITH ALL APPLICABLE SAFETY REQUIREMENTS.

11700 RAILROAD DRIVE

EL PASO, TX 79924

MR. ROBERT HERNANDEZ

(915) 594-5476

D

Y

E

R

S

T

.

EQUALIZATION PUMPS

A

S

H

L

E

Y

R

D

.

UNION PACIFIC

RAILROAD TRACKS

ACCESS ROAD

M

PUMP

FLOW METER

SANITARY SEWER

MANHOLE

POLE MOUNTED

LIGHT

SANITARY SEWER

MANHOLE

ELECTRICAL

MANHOLE

ELECTRICAL

TRANSFORMER

WATER VALVE

VAULT

DIGESTED PRIMARY SLUDGE

PLANT WATER

RETURN HOT WATER

HOT WATER

SEWER GAS

EQUALIZATION

RAW SEWAGE

WASTE FLOW

PLANT AIR

PRIMARY SLUDGE

LOCATION MAP,LEGEND, GENERAL NOTES,

SHEET INDEX ANDABBREVIATIONS

G2

CONFINED SPACE - CONTRACTOR SHALL ABIDE BY REGULATIONS IN OSHA

STANDARDS: 29 CFR-1910.146 APPENDIX A, B, C, D, E & F.

FALL PROTECTION - CONTRACTOR SHALL ABIDE BY ALL RULES & REGULATIONS

IN OSHA STANDARDS: 29 CFR - 1926.500 THROUGH 1926.505

ALUM ALUMINUM

BF BLIND FLANGE

BKWH BACKWASH WATER

BOP BOTTOM OF PIPE

CONC CONCRETE

CDF CHEMICAL DRAIN

CLS CHLORINE SOLUTION

DFT DRY FILM THICKNESS

DPSL DIGESTED PRIMARY SLUDGE

DR DRAIN

DIA DIAMETER

DIP DUCTILE IRON PIPE

EPWU EL PASO WATER UTILITIES

EXIST EXISTING

FLG FLANGE

FB FLAT STEEL BAR

FBE FUSION BOND EPOXY

F.G. FINISHED GRADE

FRP FIBER REINFORCED POLYMER

GAC GRANULAR ACTIVATED CARBON

HD HOT DIPPED GALVANIZED

HDG HOT DIPPED GALVANIZED

HW HOT WATER

ICRI INTERNATIONAL CONCRETE

REPAIR INSTITUTE

LF LINEAR FEET

LS LIME SLUDGE

LTE LIME THICKENER EFFLUENT

MH MANHOLE

MP MARKER POST

NG NATURAL GAS

OAL OVER ALL LENGTH

O.C. ON CENTERS

O.C. ON CENTERS

O.C.E.W. ON CENTERS EACH WAY

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

PE PRIMARY EFFLUENT

PI PRIMARY INFLUENT

PLTW PLANT WATER

POTW POTABLE WATER

PP POWER POLE

PROP PROPOSED

PS PRIMARY SLUDGE

PSC PRIMARY SCUM

PSL PRIMARY SLUDGE LINE

PW PRODUCT WATER

PYS POLYMER SOLUTION

R, RAD RADIUS

RCE RECARBONATION EFFLUENT

RCP REINFORCED CONCRETE PIPE

RHW HOT WATER

ROW RIGHT OF WAY

S.S. STAINLESS STEEL

T.L. TRUE LENGTH

T.O.G. TOP OF GRATING

T.O.C. TOP OF CONCRETE

1W CITY WATER

2W NON POTABLE (CITY WATER)

3W NO. 3 WATER

(SECONDARY EFFLUENT)

WF WASTE FLOW

HAND RAIL

HAND RAIL

PLANT ENTRANCE

CONTRACTOR LAYDOWN AREA

GATE

LIIMITS OF PROJECT AREA

EQUALIZATION PUMPS

AERATION BASINS

ON-GOING CONSTRUCTION BY OTHERS

DIGESTER NO. 1

BLOWER BUILDING

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

1-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

1 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

1a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL COORDINATE ALL LAYDOWN AREAS AND

EQUIPMENT SET-UP LOCATIONS WITH PLANT OPERATIONS TO AVOID

DAMAGING EXISTING FACILITIES, EQUIPMENT AND UNDERGROUND

UTILITIES.

2. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO

EXISTING FACILITIES, PLANT ROADWAY, EQUIPMENT, AND

UNDERGROUND UTILITIES CAUSED BY HIS WORK. PRE-CONSTRUCTION

VIDEO WILL BE USED TO DETERMINE EXISTING CONDITIONS PRIOR TO

CONTRACTOR ENTERING SITE.

3. SEE SHEET C2 FOR EXISTING UTILITY LOCATIONS.

EXISTING PLANTLAYOUT,

EQUALIZATION PUMPS ANDAERATION BASINS

C1

SCALE:1" = 80'

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

2-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

2 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

1a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. ALL EXISTING UTILITIES MUST REMAIN IN SERVICE THROUGHOUT CONSTRUCTION OF THE PROJECT. THE

CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITIES FROM DAMAGE AS A RESULT OF

CONSTRUCTION ACTIVITIES.

2. ALTHOUGH ALL EFFORTS HAVE BEEN MADE TO INDICATE ALL MAJOR UTILITIES ON PLANS, IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO LOCATED AND PROTECT ALL SAID UTILITIES AS WELL AS SERVICE

CONNECTIONS (WHETHER OR NOT INDICATED ON PLANS) PRIOR TO AND DURING CONSTRUCTION. SERVICE

CONNECTIONS ARE NOT SHOWN ON PLANS.

3. TO THE EXTENT POSSIBLE, THE CONTRACTOR SHALL PLAN ON PLACEMENT OF CRANE AND LIFTING EQUIPMENT

SO THAT IT WILL NOT BE PLACE OVER EXISTING UTILITY TRENCHES. IN THE EVENT THIS IS NOT POSSIBLE, THE

CONTRACTOR SHALL PROVIDE MATS TO DISTRIBUTE THE LOADS UNDER THE WHEELS AND OUTRIGGERS.

EXISTING UTILITYPIPING AND

EQUALIZATION PUMPS

C2

SCALE: 3/16" = 1'

EXISTING MANHOLE

EXISTING LIGHT POLE

EXISTING TRANSFORMER FOR PE PUMPS

EXISTING 36" PE LINE TO SCREW PUMPS

PE PUMP STATION

EXISTING PUMPS

EXISTING PAVEMENT

EXISTING SCREW PUMPS

TO BE REPLACED

EXISTING BLOWER ROOM

PE LINE TO TRAIN 3

EXISTING JIB CRANE

TO BE REPLACED

EXISTING SCREW PUMP SUMP

EMPTY PUMP BAY

EXISTING JOCKEY PUMP

EXISTING TRAIN 3 PE LIFT STATION

EXISTING 8" JOCKEY

PUMP DISCHARGE

SEQUENCE OF CONSTRUCTION:

1. INSTALL TEMPORARY BY PASS PUMP AND ASSOCIATED PIPING IN EXISTING TRAIN 3 PRIMARY EFFLUENT (PE) LIFT STATIONWET WELL TO CONVEY FLOW TO EXISTING AERATION BASINS. (SEE SHEET C6)

2. INSTALL TEMPORARY PLUG IN EXISTING INLET TO SCREW PUMP SUMP. (SEE SHEET C6)

3. REMOVE AND REPLACE EXISTING INLET GATES ON SCREW PUMP SUMP. (SEE SHEET C4)

4. REMOVE EXISTING SCREW PUMPS AND GROUT FROM EXISTING TROUGHS. (SEE SHEET C3)

5. INSTALL NEW SCREW PUMPS AND GROUT IN EXISTING TROUGHS. (SEE SHEET C7)

6. PROVIDE STARTUP AND TRAINING FOR NEW SCREW PUMP MECHANISMS.

SLUICE GATES TO BE REPLACED

EXISTING JUNCTION BOX

EQ

PUMP 1

EQ

PUMP 2

EQ

PUMP 3

PROJECT WORK AREA

TRANSFORMER

T4

TRANSFORMER

T3

MC

C 8

MC

C 7

MC

C 6

EXISTING MCC'S

EXISTING TRANSFORMER

EXISTING ELECTRICAL TRENCH

EXISTING 36" PE LINE

EXISTING 36" PE LINE FROM

PRIMARY CLARIFIERS

PLUG

PLOG

4

'

-

6

"

1

'

-

9

"

1

0

"

1

1

"

E

X

I

S

T

I

N

G

3

"

G

R

O

U

T

EL. 64.33

EL. 63.83

EL 74.17

EL. 67.17

EL. 85.17

EL. 87.08

EL. 86.82

EL. 90.33

EL. 87.28

EL 67.00

@ 5 MGD

MAX HWS

DESIGN HWS

EXISTING JIB CRANE TO BE REMOVED

REMOVE EXISTING SCREW PUMP AND APPURTENANCES (TYPICAL OF 3)

REMOVE EXISTING GATES (TYPICAL OF 3)

LOWER BEARING LUBE

SYSTEM TO BE REMOVED

23'-6"

6'-6" 6'-6" 6'-6"

4'-0"

R

2

'-

3

"

REMOVE EXISTING LOOSE OR DELAMINATED GROUT

EXISTING JIB CRANE TO BE REMOVED

23'-6"

6'-6" 5'-9" 5'-9"

2'-6"

EXISTING JIB CRANE SUPPORT

COLUMN TO BE REMOVED

REMOVE EXISTING LOOSE OR DELAMINATED GROUT

CUT OFF ANCHOR BOLT

TO BE ABANDONED

EXISTING ANCHOR BOLT

PLACE NON-SHRINK

EPOXY GROUT IN

DEPRESSION AND

LEAVE WITH FINISHED

SURFACE

CHIP OUT CONCRETE TO A

DIAMETER THAT IS 2 TIMES

THAT OF THE ANCHOR BOLT

AND 1 INCH DEEP

11/12/2020

KEVIN D. FREDLEY

100757

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

3-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

3 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

7a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL REMOVE EXISTING SCREW PUMPS, DRIVE MOTOR AND GEAR BOX, SUBMERGED

BEARINGS AND APPURTENANCES CONNECTED TO SCREW PUMP.

2. CONTRACTOR SHALL COORDINATE WITH PLANT STAFF ON WHAT EQUIPMENT WILL BE SALVAGED TO

OWNER AND WHAT WILL BE DISPOSED OF.

3. CONTRACTOR SHALL PRESSURE WASH CONCRETE STRUCTURE TO REMOVE LIME SCALE AND DEBRIS

AND EXPOSE EXISTING CONCRETE.

4. ENGINEER TO REVIEW CONCRETE SURFACES AFTER CONTRACTOR HAS CLEANED THEM.

5. ALL ANCHOR BOLTS AND OTHER METALLIC PROJECTIONS THAT ARE NOT GOING TO BE REUSED SHALL

BE CUT OFF AND TORCHED BACK FROM THE CONCRETE SURFACE AND REPAIRED IN ACCORDANCE

WITH THE DETAIL ON THIS SHEET.

SCREW PUMPDEMOLITION

PLAN AND SECTIONS

C3

C3 C3

C3 C3

SCALE:1/4" = 1'

SCALE: 1/4" = 1'

C3 C3

C3 C3

SCALE: 1/4" = 1'

C3 C3

SCALE: 1/4" = 1'

C3 C3

SCALE: 1/4" = 1'

C3 C4

C3 C4

C3 C3

C3 C3

SCALE: NONE

C3 C4

EL. 74.17

EL. 72.42

EL. 63.83

EL. 63.17

36" Ø RCP

GATE NO. 12 GATE NO. 13 GATE NO. 14

7'-6" 7'-6" 4'-3"

23'-6"

EXISTING 36"x48" GATE AND ACTUATOR

TO BE REMOVED AND REPLACED

WITH NEW (TYPICAL OF 3)

EL. 74.17

2'-6"

4'-0"

EL. 63.83

2'-0"

6"

23'-6"

1'-0" 6'-6" 1'-0" 6'-6" 1'-0" 6'-6"

EXISTING OPENINGS

REMOVE EXISTING GATES

LOWER BEARING LUBE

SYSTEM TO BE REMOVED

EXISTING 36" PE LINE

12

'-6

"

1'-6

"

10

'-4

"

4'-0"

6'-0"

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

4-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

4 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:2

8a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL REMOVE GATES AND ACTUATORS.

2. CONTRACTOR SHALL COORDINATE WITH PLANT STAFF ON WHAT EQUIPMENT WILL BE SALVAGED TO

OWNER AND WHAT WILL BE DISPOSED OF.

3. CONTRACTOR SHALL PRESSURE WASH INTERIOR OF CONCRETE STRUCTURE TO REMOVE LIME SCALE

AND DEBRIS AND EXPOSE EXISTING CONCRETE.

4. ENGINEER TO REVIEW CONCRETE SURFACES AFTER CONTRACTOR HAS CLEANED THEM.

SLUICE GATEDEMOLITION PLAN

C4

C3 C4

SCALE:3/8" = 1'

C3 C4

SCALE:3/8" = 1'

C3 C4

SCALE:1/2" = 1'

EL. 73.50

EL. 57.50

EL. 63.18

1'-0

"

6'-4" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0"

30'-4"

3'-0"

EL. 67.00 HWS

EL. 63.18 LWS

1'-0"

EL. 57.50

EL. 73.50

EL. 76.00

12'-8"10'-0"

6'-4"

4'-0"

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

5-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

5 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:3

1a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL COORDINATE ALL WORK IN EXISTING PUMP STATION WET WELL WITH

PLANT STAFF.

2. CONTRACTOR MAY USE EXISTING, OPEN PUMP SLOT TO INSTALL BYPASS PUMP OR SUCTION

LINES TO CONVEY FLOW AROUND SCREW PUMP SUMP AND TROUGHS. HATCH OVER JOCKEY

PUMP MAY BE USED FOR SUCTION LINE ACCESS AS WELL.

3. FLOW TO BE BYPASSED IS 10 MGD.

4. SEE SHEET C6 FOR LOCATION OF BYPASS DISCHARGE.

5. EXISTING TRAIN 3 PUMPS MUST REMAIN IN OPERATION AT ALL TIMES.

6. SEE BY PASS PUMPING PLAN ON SHEET C6.

EXISTING TRAIN 3PE PUMP STATIONPLAN & SECTIONS

C5

C5 C5

SCALE:3/8" = 1'

SCALE: 1/4" = 1'

C5 C5

SCALE: 3/8" = 1'

C5 C5

C5 C5

EXISTING PUMP SLOT AVAILABLE

FOR BYPASS PUMP DURING

CONSTRUCTION

EXISTING PUMP SLOT AVAILABLE

FOR BYPASS PUMP DURING

CONSTRUCTION

NOTE: NO GUIDE RAILS INSTALLED

TEMPORARY PLUG

BY CONTRACTOR

SECONDARY PLUG

MAY BE INSTALLED

AT CONTRACTORS

OPTION

EXISTING MANHOLE

EXISTING JUNCTION

BOX

OPENING AVAILABLE FOR

BYPASS PUMP SUCTION

LINE AS NECESSARY

EXISTING 36" PE LINE

EXISTING 36"

PE LINE

EXISTING 8" JOCKEY

PUMP DISCHARGE LINE

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

6-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

6 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:3

4a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL ESTABLISH BYPASS PUMPING

WITH BACKUP CAPABLE OF PUMPING 10 MGD FROM

EXISTING TRAIN 3 PUMP STATION WET WELL TO THE

SCREW PUMP DISCHARGE PRIOR TO PERFORMING ANY

DEMO WORK.

2. ONCE BYPASS IS ESTABLISHED, CONTRACTOR CAN

PLUG PIPE THAT FEEDS THE SCREW PUMPS. A

SECONDARY PLUG CAN BE INSTALLED IF DEEMED

NECESSARY BY THE CONTRACTOR.

3. CONTRACTOR MAY INSTALL PLATES OR PLYWOOD AT

THE TOP OF THE SCREW TROUGH TO PREVENT WATER

FROM FLOWING BACK INTO THE TROUGH FROM THE

DISCHARGE CHANNEL.

4. BYPASS SHALL REMAIN ACTIVE UNTIL THE GATES HAVE

BEEN REPLACED AND AT LEAST TWO OF THE THREE

SCREW PUMPS HAVE BEEN INSTALLED AND TESTED.

BYPASS PUMPINGPLAN

C6

SCALE: 3/16" = 1'

PE PUMP STATION

EXISTING PUMPS

EXISTING PAVEMENT

EXISTING SCREW PUMPS

TO BE REPLACED

EXISTING BLOWER ROOM

PE LINE TO TRAIN 3

EXISTING JIB CRANE

EXISTING SCREW PUMP SUMP

EMPTY PUMP BAY

EXISTING JOCKEY PUMP

EXISTING TRAIN 3 PE LIFT STATION

JOCKEY PUMP DISCHARGE

BYPASS PUMPING LINE

EXISTING STAIR SHALL NOT BE

USED TO SUPPORT BYPASS LINE

BYPASS LINE TO DISCHARGE INTO OPEN

CHANNEL AREA - FLOWS TO AERATION BASINS

INSTALL TEMPORARY PUMP. SEE SHEET C5

3

'

-

1

1

"

2

'

-

0

1

/

2

"

1

'

-

1

1

/

2

"

1

1

"

E

X

I

S

T

I

N

G

G

R

O

U

T

EL. 64.33

EL. 63.83

EL 74.17

EL. 67.17

EL. 85.17

EL. 87.08

EL. 86.82

EL. 90.33

EL. 87.28

EL 67.00

@ 5 MGD

MAX HWS

DESIGN HWS

NEW SLUICE GATE

SEE DETAIL SHEET C4

NEW MOTOR AND GEAR BOX ASSEMBLY

NEW 2 TON JIB CRANE WITH 14' REACH

MANUFACTURED BY DAYTON OR EQUAL

NEW SUPPORT COLUMN BY CRANE MANUFACTURER

NEW GROUT PER SCREW

PUMP MANUFACTURERS

INSTRUCTIONS

NEW 47"Ø SCREW PUMP (TYPICAL OF 3)

EXISTING GRADE

23'-6"

6'-6" 6'-6" 6'-6"

4'-0"

Ø

3

'-

1

1

"

R

1

'

-

1

1

1

/

2

"

EXISTING GROUT TYPICAL

NEW GROUT PER SCREW PUMP MANUFACTURERS INSTRUCTIONS

TYPICAL OF ALL 3 SCREW PUMPS

MODULAR FRP COVERS

TO BE INSTALLED

OVER SCREW PUMPS

NEW SCREW PUMPS

2'-6"

JIB CRANE SUPPORT COLUMN

EXISTING GROUT

NEW GROUT PER SCREW

PUMP MANUFACTURERS

INSTRUCTIONS

NEW SCREW PUMP

KEITH A. RUTHERFORD

92821

P

R

O

F

E

S

S

I

O

N

R

E

E

N

I

G

N

E

LA

S

T

A

T

E

OF

T

E

S

A

X

S

E

D

N

E

C

I

L

PA

R

K

H

I

L

L

S

M

I

T

H

&

CO

O

P

E

R

,

I

N

C

.

F

-

5

60

11/12/2020

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\C

-0

7-6

93

9.d

wg

L

AY

OU

T N

AM

E: C

7 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:3

5a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR SHALL COORDINATE MOTOR AND GEARBOX LAYOUT WITH SCREW PUMP MANUFACTURER

2. CONTRACTOR SHALL COORDINATE METHOD FOR MOUNTING LOWER BEARING WITH SCREW PUMP

MANUFACTURER.

3. GROUT SHALL BE RUN IN WITH SCREW PUMP MECHANISM AS DIRECTED BY PUMP MANUFACTURER.

4. GROUT AT TOP AND BOTTOM OF EACH TROUGH SHALL BE FINISHED TO CONFORM WITH THE LINES OF

THE ORIGINAL STRUCTURE, FILLING VOIDS LEFT BY SCREW PUMP OPERATIONS.

SCREW PUMPPROPOSED

PLAN AND SECTIONS

C7

C6 C6

C6 C6

SCALE:1/4" = 1'

SCALE:1/4" = 1'

C6 C6

C6 C6

SCALE:1/4" = 1'

C6 C6

SCALE:1/4" = 1'

C6 C6

NEW SLUICE GATE TYPICAL OF 3

SEE DETAILS SHEET C4

MODULAR FRP COVERS TO BE

INSTALLED OVER PUMPS

COVERS NOT SHOWN

FOR CLARITY

NEW 2TON JIB CRANE

WITH MANUAL HOIST

MODULAR FRP COVERS TO BE

INSTALLED OVER PUMPS

LIQUID TIGHT FLEXIBLE

METAL CONDUIT,

2' MAX LENGTH

E-STOP SWITCH, CLASS 1, DIV 2

RATED, WITH LOCKOUT HOLES

ON STOP, CROUSE HINDS

EDSC215 OR EQUAL

HEAVY DUTY, 3 POLE, 600VAC, NEMA 4X,

STAINLESS STEEL DISCONNECT,

AMPERAGE AS INDICATED

TO

MCC/VFD

NEW STAINLESS STEEL

MOUNTING PLATE

EXISTING HANDRAIL

MOTOR

ALUMINUM RMC

EXISTING CONCRETE FLOOR

30A

M

100A

M

M

M

M

M

30A100A

30A

100A

TO VFD 1

TO MCC 6

4-#4

4-#12

2"C

8-#12, 1" C

8-#12

1" C

4-#4

4-#12

2"C

4-#4

4-#12

2"C

8-#12, 1" C

4-#12

3/4" C

4-#4

2" C

4-#12, 3/4" C

4-#4

2" C

4-#4

2" C

4-#12

3/4" C

EQUALIZ.

PUMP 1

LUBE

PUMP 1

EQUALIZ.

PUMP 2

LUBE

PUMP 2

EQUALIZ.

PUMP 3

LUBE

PUMP 3

TO

VFD 3

TO

MCC 7

TO MCC 7

TO VFD 2

VFD 1 VFD 2

VFD 3

3/4" RMC CONDUIT. SECURE

TO MOUNTING BRACKET

E-STOP PULL

BUTTON

HAND RAILING

SCREW PUMP

J-BOX

3/4" SCH. 40 PVC

WITH 6-#12 THHW

D

C

B

A

1 2 3 4 5

1 2 3 4 5

ISSUING OFFICE:

NO DESCRIPTIONDATE

PROJECT NO:

KEY PLAN

FIL

E N

AM

E: X

:\2

01

9\6

93

9.1

9\0

3_

DS

GN

\0

1_

DW

G\0

50

_C

IV

IL

\E

-0

1-6

93

9.d

wg

L

AY

OU

T N

AM

E: E

1 P

RIN

TE

D: T

hu

rsd

ay, N

ove

mb

er 1

2, 2

02

0 - 1

0:3

9a

m U

SE

R: o

sa

nch

ez

EL PASO 6939.19

FRE

D H

ER

VEY

WR

PE

QU

ALI

ZA

TIO

N P

UM

PS

RE

PLA

CE

ME

NT

EL

PA

SO

WA

TER

1170

0 R

AIL

RO

AD

DR

IVE

EL

PA

SO

, TE

XAS

799

24

NOTES:

1. CONTRACTOR TO REMOVE AND REPLACE ALL CONDUCTORS AND

CONDUIT BETWEEN EQUALIZATION PUMP MOTORS, DISCONNECTS AND

VFDS.

2. ALL NEW EXPOSED RIGID CONDUITS TO BE ALUMINUM RIGID METAL

CONDUIT.

3. CONDUCTORS BETWEEN VFD AND EQUALIZ. PUMP MOTORS TO BE

MULTI-CONDUCTOR VFD CABLE, BELDEN 29506 OR EQUAL.

4. CONTRACTOR TO REMOVE AND REPLACE ALL EXPOSED LUBE PUMP

MOTOR CONDUITS. BELOW GRADE CONDUITS ROUTED TO MCC TO

REMAIN IN PLACE.

5. CONTRACTOR TO REMOVE AND REPLACE ALL CONDUCTORS BETWEEN

LUBE PUMP MOTORS AND MCCS.

6. NON VFD CONDUCTORS SHALL BE THHW TYPE.

7. NEW CONDUIT RUNS TO FOLLOW SAME ROUTING AS EXISTING.

8. CONTRACTOR TO DISPOSE OF REMOVED EQUIPMENT, INCLUDING BUT

NOT LIMITED TO CONDUIT, CABLE, DISCONNECTS, CAPACITORS, AND

SWITCHES.

9. INSTALL NEW E-STOP PUSH BUTTON STATIONS AT BOTTOM OF SCREW

PUMPS. ROUTE CONTROL CONDUCTORS IN COMMON 3/4" CONDUIT FROM

E-STOPS TO VFD'S. USE PVC COATED RMC ELLS WHEN TRANSITIONING

FROM BELOW GRADE TO ABOVE GRADE. UTILIZE PULL BOXES TO AVOID

MORE THAN THREE 90 DEGREE TURNS.

ELECTRICALEXISTING

POWER CONTROL AND INSTRUMENTATION

E1

M

HOME RUN

MOTOR

E-STOP WITH NAME PLATE

CONDUCTORS: CONTROL (TYP THHW)

NEMA 4X, DISCONNECT AMPS AS INDICATED

ELECTRICAL LEGEND

SCALE: NONE

SCALE:1/4" = 1'

CONDUCTORS: GROUND, HOT (BELDEN 29506

OR EQUAL FOR VFD DRIVEN LOADS)

PUMP MOTOR

VFD 3 VFD's 1 & 2

EXISTING GRADE

SCALE:1/4" = 1'

SCREW PUMP 1 DISCONNECT REFER TO DETAIL THIS SHEET

LUBE PUMP 1 DISCONNECT

LUBE AND SCREW

PUMPS DISCONNECTS

E1 E1

E1 E1

SCALE: 3/16"" = 1'

TRANSFORMER

T4

TRANSFORMER

T3

MC

C 8

MC

C 7

MC

C 6

SCREW PUMPS

EXISTING

BLOWER ROOM

DISCONNECTS TYPICAL OF 6

EXISTING HAND RAILING

LUBE PUMP ASSEMBLY

E-STOP

E-STOP SWITCH, CLASS 1, DIV 2 RATED,

WITH LOCKOUT HOLES ON STOP,

CROUSE HINDS EDSC215 OR EQUAL

3/4" ALUMINUM RMC

WITH 2-#12 THHW

TO EACH VFD

3/4" SCHEDULE 40 PVC WITH 6-312 THHW

3/4" ALUMINUM RMC WITH 2-#12

THHW TO EACH E-STOP

3/4" SCHEDULE 40 PVC

WITH 6-#12 THHW

E-STIP MOUNTING DETAIL