2" CONDUIT FOR

PUMP ELECTRICAL

1 1/2" CONDUIT FOR

ALTERNATE 1 FOUNTAIN

1 1/2" CONDUIT FOR

LEVEL CONTROL

(USE ENCLOSURE AS

PULLBOX)

2" CONDUIT FOR

PUMP ELECTRICAL

1 1/2" CONDUIT FOR

ALTERNATE 1 FOUNTAIN

1 1/2" CONDUIT FOR

LEVEL CONTROL

(USE ENCLOSURE AS

PULLBOX)

36"

36"

INSTALL 36"x36"x10" DEEP NEMA 4 PAD

MOUNTED CONTROL BOX. CONTROL BOX

SHALL HAVE BACK PANEL INTERNAL FACE PLATE

(SWING STYLE) AND HAVE LOCKABLE FRONT

PANEL. ENCLOSURE SHALL BE BY BISON PROFAB

OR EQUAL. PANEL SHALL BE ALUMINUM AND

SHALL BE POWDER COATED DRAB GREEN.

ENCLOSURE SHALL HAVE HOUSE DISCONNECTS FOR

SKID-N-PUMPS, TRANSFER PUMP AND ALTERNATE

1 FOUNTAIN. REFER TO WS 1.0 FOR LOCATION.

2'-0"

REF CIVIL

(MIN 42" DEEP)

3"

CONDUIT FROM CONTROL PANEL TO SHORE

MOUNTED DISCONNECT (TYP.3)

6" DISCHARGE PIPE FROM

STRAINER PAD TO IRRIGATION

MAIN P.O.C.

6" DISCHARGE FROM SKID

N PUMP TO STRAINER PAD

SAWCUT ASPHALT WHERE PIPE

RUNS IN STREET

NOTE:

REFERENCE CIVIL PLANS FOR

DETAILS REGARDING TRENCHING,

BACKFILL, EMBEDMENT AND

STREET REPAIR. THE MOST

STRINGENT OF THE TWO DETAILS

(THE ONE SHOWN HERE AND THE

ONE ON THE CIVIL PLANS) SHALL BE

USED.

STABILIZED

FLOWABLE FILL

MARKING TAPE

SEE CIVIL PLANS FOR

DETAILS ON STREET REPAIR

EXISTING STORM

DRAIN INLET

3" CORE DRILL THROUGH STORM DRAIN

INLET. INSTALL 2" BACKWASH PIPE AND FILL

ANNULUS WITH NON SHRINK GROUT

HEIGHT TO BE DETERMINED

IN FIELD

STABILIZED FLOWABLE FILL

2" BACKWASH PIPE FROM STRAINER PAD

SEE CIVIL PLANS FOR

DETAILS ON STREET REPAIR

SAWCUT ASPHALT 12" WIDE ALONG PATH OF

BACKWASH PIPE REF SHEET WS-2.0 FOR PIPE

ROUTING IN THIS AREA

4'-0" SQ

1'-0" 2'-0"

LAKE WATER SURFACE

6"

4"

2'-0"

1'-6" MINIMUM

CONC THRUST BLOCK

(TYP AT BENDS)

CONCRETE ANCHOR SLAB WITH #3

REINFORCING 12" O.C.E.W.

6" LAKE MAKEUP PIPE WITH

DIVERTER CAP

CLAY LAKE LINER

6" FILL PIPE FROM WET

WELL

STABILIZED

FLOWABLE FILL

SCALE:

SHORE MOUNTED DISCONNECT

1"=1'-0"

SCALE:

TRENCHING UNDER PAVEMENT

NTS

SCALE:

BACKWASH PIPE TO INLET DETAIL

NTS SCALE:

FILL PIPE ANCHOR SLAB

1"=1'-0"

SWA

Drawing Title

Drawing Number

Date

Phase

Job Number

Revisions

12345678910

North

HOUSTON, TX

Consultants

Carrollton, Texas 750061425 Whitlock Lane, Suite 108Pump Systems and DesignGreenscape Pump Services Inc.

Fax: 972.446.0313Tel: 972.446.0037

Houston, Texas 77215-1294P.O. Box 771294Electrical EngineerHunt & Hunt Engineering Corp.

Houston, TX 770271177 West Loop South, Suit 900Civil EngineerLevinson Alcoser Associates, L.P.

Fax: 713.850.8250

Tel: 713.780.9554

Tel: 713.787.0000

Fax:713.780.9424

CONSTRUCTION DOCUMENTATION

2012

GWCs201

04.17.13

WS-5.0

DETAILS

Scale: AS NOTED

R:\2012 Projects\12.0088 Glenwood Reserve, C Lake, Houston,

TX\Engineering\Cad\GPSI Design\12.0088 P&ID AND DETAILS 4-11-13 -TH.dwg, 4/17/2013 10:28:53 AM

4-17-2013

LAKE WATER SURFACE

12" DIA X 24" DEEP CONCRETE

PIER INTO LAKE SHORE

2" PIPE FOR HOLDING SKID N PUMP

LIFT OUT CABLE

FILLED WITH CONCRETE

20"

GALVANIZED AND POWDER COATED BLACK

6" PARKER/TITAN

FLEXIBLE HOSE

ELEC. POWER SUPPLY

FOR TWIN SUBMERSIBLE

TURBINE PUMP AND MOTORS

ELECTRICAL CONNECTION

FOR LEVEL SENSOR

3/8" STAINLESS STEEL

LIFT OUT CABLE LAYING

ON LAKE FLOOR

3/8" STAINLESS STEEL

LIFT OUT CABLE LAYING

ON LAKE FLOOR

NORM. WATER LEVEL

LEVEL SENSING PROBES

PENCELL VAULT

MODEL # PEM-20-2-HD

OR APPROVED EQUAL

CONTINUOUS BRICK SUPPORT

(TYP FOR ALL VALVE BOXES)

ELECT. CONDUIT FROM

LEVEL CONTROL PANEL

4" PVC CAP - SUSPEND

PROBES TO PROPER DEPTH

24" MINIMUM

4" PVC CAP W/ HOLES TO

PREVENT THE ENTRY OF

LARGE DEBRIS24" MINIMUM

NORM. WATER LEVEL

PENCELL VAULT

MODEL # PEM-20-2-HD

OR APPROVED EQUAL

CONTINUOUS BRICK SUPPORT

(TYP FOR ALL VALVE BOXES)

ELECT. CONDUIT FROM

LEVEL CONTROL PANEL

WATER PROOF

ELECTRICAL CONNECTION

24" MINIMUM

3" PVC CONDUIT

FOR ARMORED CABLE

ARMORED CABLE

FOR SKID & PUMP

24" MINIMUM

SCALE:

TYPICAL TRENCHING DETAIL NOT UNDER PAVEMENT

N.T.S.

SCALE:

SKID-N PUMP LIFT OUT CABLE DETAIL

N.T.S.

SCALE:

LAKE STILL WELL DETAIL

N.T.S.

20"

1'-0" TYP. 0" TYP.

"A" RE: TABLE

4" TYP.

4" TYP.

PIPE DIAMETERDISTANCE BETWEEN

PIPE "A"

2" 4"3" 4"4" 4"6" 6"8" 8"

10" 10"12" 12"16" 16"

SCALE:

ARMORD CABLE BOX DETAIL

N.T.S.

SWA

Drawing Title

Drawing Number

Date

Phase

Job Number

Revisions

12345678910

North

HOUSTON, TX

Consultants

Carrollton, Texas 750061425 Whitlock Lane, Suite 108Pump Systems and DesignGreenscape Pump Services Inc.

Fax: 972.446.0313Tel: 972.446.0037

Houston, Texas 77215-1294P.O. Box 771294Electrical EngineerHunt & Hunt Engineering Corp.

Houston, TX 770271177 West Loop South, Suit 900Civil EngineerLevinson Alcoser Associates, L.P.

Fax: 713.850.8250

Tel: 713.780.9554

Tel: 713.787.0000

Fax:713.780.9424

CONSTRUCTION DOCUMENTATION

2012

GWCs201

04.17.13

WS-6.0

DETAILS

Scale: AS NOTED

R:\2012 Projects\12.0088 Glenwood Reserve, C Lake, Houston,

TX\Engineering\Cad\GPSI Design\12.0088 P&ID AND DETAILS 4-11-13 -TH.dwg, 4/16/2013 1:37:02 PM

4-17-2013

120-208VAC/3Ø/30FLA

VFD1

VFD2

PT

PRESSURE

3A/1P

PLC

20A/1P

CONTROLLER

STRAINER

LS

LAKE LEVEL SENSOR

480VACV/3Ø/112 FLA

70A/3P

VFD1

M P

PUMP S1

25HP/3450RPM

480VAC/3Ø/34FLA

70A/3P

VFD2

M P

PUMP S2

15A/3P

MS

M P

PUMP S4

25HP/3450RPM

480VAC/3Ø/34FLA

5HP/1750RPM

480VAC/3Ø/8FLA

15A/3P

XFMR

LOW VOLTAGE MAIN

D.S. 1

40A/3P

480V 3Ø X 120/208V 3Ø

2 KVA TRANSFORMER

TRANSDUCER

4-20mA PROPORTIONAL CONTROL

4-20mA PROPORTIONAL CONTROL

LS

TRANSFER PUMP

S3-LS1

LOW LEVEL SENSOR

5HP

TRANSFER PUMP S4

6"

S3/M3

6"G

AT

E

S3-M

V1

6"

SUBMERSIBLE

LS

6"W

CH

K

S3-C

V1

S3-LS1

WS7.0

25HP

TURBINE S2

4"

S2/M2

4"

SUBMERSIBLE

WS7.0

25HP

TURBINE S1

4"

S1/M1

4"

SUBMERSIBLE

WS7.0

6"

4"W

CH

K

S1-C

V1

S2-C

V1

STRAINER

YARDLEY

6"

200PSI

F2-PG2

200PSI

F2-PG1

F2-S

V1

2"B

DIA

2"

STRAINER

YARDLEY

6"

200PSI

F1-PG2

200PSI

F1-PG1

F1-S

V1

2"B

DIA

2"

8" B

FLY

F1-M

V2

8" B

FLY

F1-M

V1

4"W

CH

K

6"

4"

6"

4"

EXISTING 4" IRRIGATION MAIN

EXISTING 4" IRRIGATION MAIN

6"

6"

6"

SKID N PUMP

24"

INLET

IN

BAYOU

WET WELL

VALVE BOX

250 GPM @ 120 PSI250 GPM @ 120 PSI

400 GPM @ 25 FT.TDH

2"

TO EXISTING STORM SEWER

8"

8"

SV

BACKWASH

VALVE 1

SV

BACKWASH

VALVE 3

STRAINER PAD

NEW LAKE

SYSTEM POINT OF CONNECTION

40A/3P

POWER

DISTRIBUTION

BLOCK

20A/1P

CONVENIENCE

RECEPTACLE

MS

ON OFF CONTROL

STRAINER

YARDLEY

6"

200PSI

F3-PG2

200PSI

F3-PG1

F3

-S

V1

2"B

DIA

2"

8"

8"

SV

BACKWASH

VALVE 2

FLOW METER

P1-FI1

FL

0-600GPMSENSOR

FL

FLOW METER

TOTALIZER

FL

FLOW SENSOR

25A/3P

FUTURE BREAKER

LS

S1-LS1

WS7.0

S1-LS1

LOW LEVEL

SENSOR

SENSOR

LAKE LEVEL

3"

PRESSURE

PT

TRANSDUCER

PRESSURE

30 GALLON

TANK

1/2" HYDRAULIC HOSE

DIVERTER

MONITOR

WARRICK

16MN1M0

MONITOR

WARRICK

16MN1M0

FOR FUTURE

DWG REF

DEVICE TAG

CNTR

(WHA) WATER HAMMER ARRESTOR

WF

-W

HA

1

(CV) CHECK VALVE

SWING=SWG

P1

-C

V1

2"P

SW

G

CONDUIT

VAULT, SKID

OR ENCLOSURE

BOUNDARY

PIPE CONNECTION

C1 1A

PIPING AND TUBING

FLOW DIRECTION

SIZE INDICATION

FIELD PIPING

*

CENTER OF PIPE RUN

FOR BALANCED FLOW

CENTRIFUGAL PUMP

PUMP NUMBER

PUMP NAME

DESIGN PERFORMANCE

HORSEPOWER

DISPLAY PUMP

207GPM/90FH

6x6x12

10HP

SIZE

P1

P1-LS1

P1-VS1

P1-PS1

PS

VS

P1-PG1

60PSI

LS

PT

VACUUM SWITCH

LEVEL SWITCH

PRESSURE GAUGE

PRESSURE SWITCH

PRESSURE

SYSTEM NAME CHOICES

WATER FILL

WATER TREATMENT

PUMP SYSTEM

MW-

WT-

P#-

PARALLEL FUNCTION (IF REQUIRED)

SYSTEM NAME (SEE BELOW)

DEVICE TYPE (SEE EXAMPLES)

DEVICE SEQUENTIAL NUMBER

DEVICE NAMING

SYSTEM NUMBER (IF REQUIRED)

MV-P 1 A1

(MV) MANUAL VALVE (2WAY & 3WAY)

2"P

BA

L

WF

-M

V2

BUTTERFLY=BFLY

GATE=GAT

GLOBE=GLB

BALL=BAL

HOSE BIB=BIB

(SV) SOLENOID ACTIVATED VALVE (2WAY-NC)

(EV) MOTOR ACTUATED VALVE (2WAY & 3WAY)

2"B

DIA

WF

-S

V1

M

WF

-E

V1

2"LB

FLY

S

DIAPHRAM=DIA

SPOOL=SPL

DIRECT=DIR

4"P

4"P

4"P

4"P

TRANSDUCER

FLOW METER

P1-FI1

FI

0-20GPM

CONNECTION TO

P1-FS1FS

FLOW SWITCH

P1-VG1

60PSI

VACUUM GAUGE

60PSI

17IN

TYPE:

MATERIAL: BRASS/BRONZE=B

PLASTIC=P

STAINLESS=S

STEEL-L

TYPE:

MATERIAL: BRASS/BRONZE=B

PLASTIC=P

STAINLESS=S

STEEL-L

BUTTERFLY=BFLY

BALL=BAL

MATERIAL: BRASS/BRONZE=B

PLASTIC=P

STAINLESS=S

STEEL-L

TYPE:

2"P

BA

L

WF

-M

V2

DIVERTER=DIV

M

DIVERTER=DIV

2"P

DIV

MATERIAL: BRASS/BRONZE=B

STAINLESS=S

PLASTIC=P

TYPE:

BALL=BAL

PISTON=PIS

P1-LT1LT

LEVEL TRANSMITTER

1"C

CONDUIT SIZE

1"B

DIA

MW

-S

V1

S

DEVICE SIZE

& TYPE

OR CONDUIT

ELECTRICAL

4"P

2"P

JB

1"C

JUNCTION BOX

LIGHT CABLE

6"P

CHANGE

PIPING SIZE

P1-LP1LP

LEVEL PROBE

BASIC DRAWING NOTATIONS

KEY

25A/3P

VFD3

M P

PUMP S3

10HP/3450RPM

480VAC/3Ø/14FLA

ON OFF CONTROL

VFD3

10HP

TURBINE S3

6"

S3/M3

SUBMERSIBLE

WS7.0

SKID N FOUNTAIN

400 GPM @ 60 FT

SMOOTH BORE JET

SWA

Drawing Title

Drawing Number

Date

Phase

Job Number

Revisions

12345678910

North

HOUSTON, TX

Consultants

Carrollton, Texas 750061425 Whitlock Lane, Suite 108Pump Systems and DesignGreenscape Pump Services Inc.

Fax: 972.446.0313Tel: 972.446.0037

Houston, Texas 77215-1294P.O. Box 771294Electrical EngineerHunt & Hunt Engineering Corp.

Houston, TX 770271177 West Loop South, Suit 900Civil EngineerLevinson Alcoser Associates, L.P.

Fax: 713.850.8250

Tel: 713.780.9554

Tel: 713.787.0000

Fax:713.780.9424

CONSTRUCTION DOCUMENTATION

2012

GWCs201

04.17.13

WS-7.0

PIPING & INSTRUMENTDIAGRAM

Scale: N.T.S.

TRANSFER PUMP

ALTERNATE #1

R:\2012 Projects\12.0088 Glenwood Reserve, C Lake, Houston,

TX\Engineering\Cad\GPSI Design\12.0088 P&ID AND DETAILS 4-11-13 -TH.dwg, 4/17/2013 10:28:54 AM

4-17-2013

SCALE:

SKID N FOUNTAIN PLAN

3/4"=1'-0"

SCALE:

SKID N FOUNTAIN ELEVATION

3/4"=1'-0"

SWA

Drawing Title

Drawing Number

Date

Phase

Job Number

Revisions

12345678910

North

HOUSTON, TX

Consultants

Carrollton, Texas 750061425 Whitlock Lane, Suite 108Pump Systems and DesignGreenscape Pump Services Inc.

Fax: 972.446.0313Tel: 972.446.0037

Houston, Texas 77215-1294P.O. Box 771294Electrical EngineerHunt & Hunt Engineering Corp.

Houston, TX 770271177 West Loop South, Suit 900Civil EngineerLevinson Alcoser Associates, L.P.

Fax: 713.850.8250

Tel: 713.780.9554

Tel: 713.787.0000

Fax:713.780.9424

CONSTRUCTION DOCUMENTATION

2012

GWCs201

04.17.13

WS-8.0

EQUIPMENT DETAILS 5

Scale: AS NOTED

R:\2012 Projects\12.0088 Glenwood Reserve, C Lake, Houston,

TX\Engineering\Cad\GPSI Design\12.0088 GPSI Design CH 4-11-13-TH.dwg, 4/16/2013 1:37:28 PM

4-17-2013