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AGENDA Consent Ordinance No. Resolution No. 2012-079R

Final Action 6/28/2012

DATE OF MEETING: JUNE 28, 2012

AGENDA ITEM (Brief Description)

Resolution No. 2012-079R

DEPARTMENT SUMMARY: COST OF PROJECT: No Cost Associated with this item. The Construction and Design Standard Details for Article VI, Pavement and Drainage Systems, was updated in 2006. There have been several changes (removal of certain types of pipes, the removal of soil cement as an approved base material, etc.) to this article of the Land Development Code (LDC) which have been not been reflected in the Standard Detail sheets. Additionally, as currently Division VI does not allow for brick pavers to be utilized within the right of way for residential driveway approaches. The resolution will amend the LDC to allow brick pavers as an alternate material for residential driveway approaches and includes a standard brick paver residential driveway approach standard detail The Construction and Design Standard Details for Article VII, Utilities, was updated in 2004. Since this update, the approved standards (color of backflow devices, color of fire hydrants, etc.), devices (grease traps, Hydroguards, etc.), and materials (manhole covers, scribing markers, etc.) have been changed but have not been reflected in the Standard Detail sheets. These changes will remove the inconsistencies between the LDC and the Standard Detail sheets. Staff recommends approval of this request.

FINANCE DIRECTOR’S COMMENTS:

N/A

PURCHASING MANAGER’S COMMENTS:

N/A

CITY MANAGER’S COMMENTS: Recommend Approval

CITY COUNCIL ACTION: 6/28/2012 - Final Action

Cover Memo

Item # VI.F

Cover Memo

Item # VI.F

RESOLUTION NUMBER 2012-079R

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ST. CLOUD, FLORIDA

READOPTING THE CONSTRUCTION AND DESIGN STANDARD DETAILS FOR ARTICLE

VI, PAVEMENT AND DRAINAGE SYSTEMS, AND ARTICLE VII, UTILITES, AMENDING

THE CITY OF ST. CLOUD LAND DEVELOPMENT CODE BY AMENDING ARTICLE VI

“CONSTRUCTION AND DESIGN STANDARDS FOR PAVEMENT AND DRAINAGE

SYSTEMS” TO INCLUDE BRICK PAVERS, PROVIDING FOR SEVERABILITY, CONFLICT,

CODIFICATION AND AN EFFECTIVE DATE.

WHEREAS, Ordinance Number 2002-16, which was adopted by the City Council of the City of St. Cloud,

Florida on March 28, 2002, provides that the requirements and standards of Article VI, Construction and Design

Standards for Pavement and Drainage Systems, and Article VII, Utilities, of the City of St. Cloud Land

Development Code, the Standard Details Drawing can be amended by resolution of the City Council, and

WHEREAS, the City wishes to readopt the Standard Details associated with Article VI, Construction and Design

Standards for Pavement and Drainage Systems and Article VII, Utilities, as more particularly described herein,

and

WHEREAS, the City Council of the City of St. Cloud, Florida has determined that the amendment is in the best

interest of the City of St. Cloud.

WHEREAS, a brick pavers has been found to be an acceptable residential driveway approach material, and

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ST CLOUD, FLORIDA:

SECTION I. The City Council of the City of St. Cloud readopts the Standard Details associated with Article

VI as more particularly described in Attachment “A”, attached hereto and incorporated by reference.

SECTION II. The City Council of the City of St. Cloud readopts the Standard Details associated with Article

VII as more particularly described in Attachment “B”, attached hereto and incorporated by reference.

SECTION III. Copies of this resolution shall be kept on file in the City Manager’s and the Public Services

Department, respectively.

SECTION IV. The Public Services Administrator or designee shall update the standard detail sheets from time to

time as provided herein.

SECTION V. Article VI Construction and Design Standards for Pavement and Drainage Systems, Division 6 of

the Land Development Code of the City of Saint Cloud is hereby amended to read as follows:

6.11.1. - Required submittals.

D. Residential driveway approaches. Driveway approaches shall be:

1. Concrete, a minimum of 2,500 psi at 28 days, at least six inches thick with 6" ×

6" - #10 W.W.M. reinforcing;

2. Fibermesh concrete, a minimum of 2,500 psi at 28 days, with polypropylene fiber

reinforcing, six inches thick. Contractors/residents choosing to use fibermesh concrete are

required to submit mix design certification from the supplier (trip ticket) at the proposed

pour site location. Certification must be on file at the city civil engineering division, prior

to issuance of a certificate of occupancy by the building department; or

Attachment number 1 \nPage 1 of 2

Item # VI.F

http://library.municode.com/HTML/13801/level2/PTIICICO_CH28OF.html#PTIICICO_CH28OF

http://library.municode.com/HTML/13801/level2/PTIICICO_CH28OF.html#PTIICICO_CH28OF

3. Asphaltic concrete on a limerock or soil cement base, which shall be of the same

section as the adjacent road, may be used as an alternate material specification upon

approval.

4. Brick pavers may be used as an alternate material specification upon approval.

SECTION VI. SEVERABILITY. It is declared to be the intent of the City Council that, if any section,

subsection, sentence, clause, phrase, or portion of this Resolution is for any reason held invalid or unconstitutional

by a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision,

and such holding shall not affect the validity of the remaining portions thereof.

SECTION VII. CONFLICT. All Resolutions of the City in conflict herewith are hereby repealed to the extent of

the conflict.

SECTION VII. This resolution shall take effect immediately upon its adoption.

PASSED AND ADOPTED this 28th day of June 2012.

CITY OF ST. CLOUD

Rebecca Borders, Mayor

ATTEST:

Linda P. Jaworski, City Clerk

LEGAL IN FORM AND VALID IF ADOPTED: deBeaubien, Knight, Simmons, Mantzaris & Neal, LLP

Daniel F. Mantzaris, City Attorney


Item # VI.F

DIVISION 18

WATER AND WIND EROSION CONTROL

6.18.1 CONSTRUCTION EROSION CONTROL

An erosion control plan and a detailed description of the measure to be taken during construction to control erosion within the limits of the project, and to prevent the deposition of sediment in off-site systems or receiving water

bodies, shall be submitted with final engineering construction plans of the development. Included with this submittal shall be calculations supporting the effectiveness of the proposed plans.

A. Erosion Control Plan

The erosion control plan, details and calculations shall document the measures necessary to limit the transport of sediment outside the limits of the project(s) to the volume and amount of that existing prior to the

commencement of construction. This pre-construction condition shall be satisfied for the total anticipated construction period. Provision must be made to preserve the integrity and capacity of check weir, sediment basins,

slope drains and grading patterns, required to meet this provision throughout the project construction life.

1. Temporary Fence

The erosion Control Plan shall include provisions for a temporary 6 foot fence suitable for mitigating wind erosion and for providing visual relief during construction. Fences shall withstand normal wind loads. The

developer may in lieu of temporary fencing, erect the required buffer yard screens as required in landscape plans if it meets the intent of the erosion control plan.

B. Stockpiling Material

No excavated materials shall be stockpiled in such a manner as to direct runoff directly off the project site or into any adjacent water body or stormwater collection facility.

C. Exposed Area Limitation

The surface area of open, raw, erodible soil, exposed by clearing and grubbing operations, or excavation and filling operations, shall not exceed ten acres. This requirement may be waived for large projects with a dust control

plan, which demonstrate that opening of additional areas will not significantly affect off-site deposit of sediments. This waiver will be by written authorization from the City Manager or his designee.

D. Inlet Protection

Inlets and catch basins shall be protected from sediment-laden storm runoff until the completion of all construction operations that may contribute to the inlet.

E. Temporary Seeding and Mulching

Areas opened by construction operations, that are not anticipated to be dressed and receive final grassing treatment within thirty days, shall be seeded with a quick-growing grass species which will provide an early cover

during the season in which it is planted, and will not later compete with permanent grassing. The rate of seeding shall be 30 pounds per acre. Slopes steeper than 4:1 shall receive mulching of approximately 2 inches loose

measure of mulch material cut into the soil of the seeded area to a depth of four inches.

F. Temporary Grassing

As required by the City of St. Cloud, the seed or seeded and mulched area shall be rolled and watered to assure optimum growing conditions, for the establishment of a good grass cover.

G. Temporary Regrassing

If, after fourteen days, the temporary grassed areas have not attained a minimum of 75% good grass cover, the area will be reworked and additional seed applied sufficiently to establish the desired vegetative cover.

H. Maintenance

All features of the project designed and constructed to prevent erosion and sediment, shall be maintained during the project construction life, so as to function as they were originally designed and constructed.

6.18.2 Permanent Erosion Control

The erosion control facilities of the project shall be designed to minimize the impact of off-site facilities. All stormwater discharge from the project limits shall be routed through detention basins to trap suspended sediments, and

discharge facilities from these basins shall be provided with a skimming device to trap floatable debris.

A. Permanent Seeding

All areas which have been disturbed by construction shall, at a minimum, be fertilized and seeded in accordance with City of St. Cloud Road Construction Specification.

B. Permanent Seeding and Mulching

In addition to the minimum requirements above, slopes from 6:1 to 3:1, inclusive, will be mulched with a uniform thickness of approximately two inches, loose measure, of mulch material incorporated into the soil by mixing

to a depth of four inches.

C. Permanent Sodding

All retention/detention basins shall be solid sodded. All exposed areas, including public rights-of-way, with slopes steeper than 4:1 shall be solid sodded.

D. Strip Sodding

Strip sod, 1 foot wide or greater, shall be placed adjacent to all curbs, walkways and pavement. In areas with a sidewalk, the entire area between the sidewalk and the back of curb, and/or pavement, shall be sodded.

E. Regrassing

All grassed areas will be maintained to assure a good stand and sufficient ground cover to minimize erosion. If, after 60 days, an adequate ground cover has not been established, the area with be regressed.

F. Additional Fertilizer

Grassed areas, not accepted within 90 days of their completion, shall be re-fertilized at an application rate of 250 lb. per acre.

02-WATER & WIND EROSION

CONTROL DETAILSD-02-012012

REV

ISIO

NS

1911


Item # VI.F

D-15-01201215-STORMWATER-STREETS-AND-SIDEWALKS

REV

ISIO

NS

SPEED

LIMIT

25

1911


Item # VI.F

TRUNCATED DOME

PLAN VIEW

LINEAR SIDEWALK RAMPS

SIDEWALK/UTILITY STRIP

TRANSITION

CURB RAMP DETECTABLE WARNING

TYPICAL PLACEMENT OF PUBLIC SIDEWALK

CURB RAMPS AT CURBED RETURNS

PUBLIC SIDEWALK

CURB RAMPS

PICTORIAL VIEW

PUBLIC CURB RAMPS

AND CURB DETAILS16- Curbs and Ramps

REV

ISIO

NS

1911

Attachm

ent number 2 \nP

age 3 of 5

Item # V

I.F


Item # VI.F

GENERAL NOTES01-ST-CLOUD-NOTES

D-01-012012

REV

ISIO

NS

KEVIN FELBLINGER, P.E. CFM

FL REG. No. 68532

ENGINEERING MANAGER/

CITY ENGINEER

1911

Atta

chm

ent n

umbe

r 3 \n

Pag

e 1

of 1

3

Item

# V

I.F

N

R

6STARTER

7

(10A)RTUCB

POWER

ALARMPOWER HLR

1 3

F8ALARMLIGHT

F9ALARMHORN

CR4

3 1

CR4

4 1CR4

7 6

CR4

5 6

SR

1 4

N51

ALARMSTROBE

ALARMHORN

SR

1 3

SILENCE

36SR

10 2

SILENCEp/b (1)

35

SHEET 12

32

33

34

31

31

SILENCEp/b (2)

SILENCE

MOUNTED ONDEAD FRONT

MOUNTED ONPANEL EXTERIOR

ATTACH GROUNDIF APPLICABLE

DFS SURGEARRESTOR(DTK-120/240CM+)

SHEET 12

N

NEUTRAL

H

(TOP)

NOTE: ONCE ACTIVATED BY THE HIGH LEVEL BACKUP FLOAT,ALARM LIGHT WILL CONTINUE TO FLASH FOR THE PERIOD OFTIME SELECTED ON OFF-DELAY TIMER HLTR. SEE SHEET 10.

120VAC

3PDT

N

N31

31 61 62

F8 (5A)#14

AWG#14

AWG 61 62

F7 (1.5A)

YELLOWBLUE

24VAC TO SHEET 11

75VA

120VAC

24VAC

H4 H2 H3 H1

X1 X2

CPT2(9070 T75D23)

FNM-5

FNQ-R-1 1/2

MOUNTEDON-BOARD

N31

N31

F5PUMP 1

CALL

F6PUMP 2

CALL

MSR1

10 2

DFS CALLPUMP 1

MSR2

10 2

DFS CALLPUMP 2

DFS

NORMAL BYPASS

xo

xo

71

72

oxCR4

11 9

CR2

11 9

ox

ox

CR4

10 2

FLOATCONTROLRELAY

73

74

76

80

ALT3 6

1

8

7

2

7

8

xo

75

A

G

BYPASS

NORMAL

CR3

11 9

82

FLOATCONTROLLOCK-OUT

83

84

81

13

23

ALTERNATOR CROSS-WIREDWITH LEAD SELECTOR SWITCH

(1110011S)

SHEET 10

SHEET 10

HLTR

1 3

NOTE: ONCE ACTIVATED BY THE HIGH LEVEL BACKUP FLOAT,CR4 WILL LATCH ON AND THE SYSTEM WILL AUTOMATICALLYTRANSFER TO BYPASS OPERATION FOR THE PERIOD OF TIMESELECTED ON OFF-DELAY TIMER HLTR. SEE SHEET 10.

76

120VAC FROMSHEET 10

31A

ALTERNATOR

120VAC

3PDT

120VAC

3PDT

120VAC

3PDT

N31

NOTE: SET HLTR FOR THE PERIOD OF TIMEPUMPS SHOULD CONTINUE TO RUN AFTERHIGH LEVEL BACKUP FLOAT DE-ACTIVATES.MINIMUM SETTING IS 20 SECONDS.

MSR1

1 3

1BATTERY+12 VDC

2BATTERY

-12 VDC

+ -

(YA-NP7-12)

12VDC, 7Ah

BAT

BAT

BATTERY#14

AWG

7A

HIGH LEVELRELAY

HIGH LEVEL87

TB1TB1

HLR

2 10

( TEST )

12VDC

PUMP 1RUN TIME

OFFHAND AUTO

xoo

oox

PUMP 1

ETM

OFFHAND AUTO

xoo

oox

PUMP 2

ETM

13

23

NOTE: REMOVE YELLOWJUMPERS AFTER CONNECTING

OVERTEMP CONTACT FROMEACH PUMP (IF APPLICABLE)

JUMPER

(YELLOW)

R

R

PUMP 2RUN TIME

(1) F0

MSR2

1 3

PM

1 8

31A

31A

F1 (2)

RED

#14AWG

BLACK

3PDT

STARTPUMP 1SHEET 9

SHEET 9

SHEET 9 STARTPUMP 2

OFF-DELAYSET RUN TIME(0.3-30 min.)12VDC

11-PIN

9

HLTR(9050 JCK27V36)

2 10

69A

5

HLR

6 7

7

6261

#14AWG

HIGH LEVEL

HLR

11 9

63

START LAGTB1 CR3

10 2

R

R HIGH WATERALARM

A LAG LEVEL

START LEADCR2

10 2

ALEAD LEVEL

PUMPS OFFCR1

10 2

( TEST )

A OFF LEVEL

NOTE: FLOAT SWITCHES ARE SPRINGRETURN FROM THE "TEST" POSITION

( TEST )

( TEST )

CR3

7 6

CR2

7 6

CR1

8 11

CR1

11 9

CR1

7 6

64

BLUE

#14AWG

YELLOW

24VAC

3PDT

24VAC

3PDT

24VAC

3PDT

TB1

TB1 TB1

TB1TB1

24VAC FROM SHEET 8

5

6

2

ISO+24V

HIGHLEVEL21

10

9

11

16NOTE: LOW_LVL FUNCTION MUST BE DISABLED IN THE

15

14

18

19

17

PR4

2 1

40

8

STARTLAG

STARTLEAD

STOPPUMPS

LOWLEVEL

MOTOR 1RUN

MOTOR 2RUN

INPUT

COMMON 1

INPUTCOMMON 2

ISOGND

#14AWG

NOTE: REMOVE 47K OHM RESISTORS

22ALARMSILENCE

47

46

45

JUMPERS

41

42

43

44

24 VDC INTERNALINTERROGATION POWER

SILENCEp/b (1)

SILENCEp/b (2)

F9 (1A)

F10 (1A)

45A

46A

ORANGE

FNM-1

FNM-1

SHEET 6

HLTR

11 9

NOTE: ONCE ACTIVATED BY THE BACKUPFLOAT, THE HIGH LEVEL ALARM WILL REMAINFOR THE PERIOD OF TIME SELECTED ONOFF-DELAY TIMER HLTR. SEE SHEET 10.

SHEET 6

PR3

2 1

PR2

2 1

PR1

2 1

18

ENCL, N4X, 304 SS, 3-PT LATCH, DRIPSHIELD, WHITE

DESCRIPTION

12ga. CARBON STEEL PANEL, WHITE POWDER COAT

19

SPN4SS-483612-L9W12-W

SPP-4836

PART No.

5

12

15

18

16

17

14

13

11

10

9

8

7

6

3

4

2

1 SCHAEFER

MFR.

SCHAEFER 1

1

QTY.

1PHASE MONITOR RELAY, SPDT, 240V1110021 ECS

20

21

22

23

24

25

26

2FVNR MOTOR STARTER, NEMA SIZE 18536 SCO3V02S SQUARE D

27

28

29

30

31

32

FUSE, TIME-DELAY, 250V, 1AFNM-1 BUSSMANN 2

GENERATOR RECEPTACLE, 100AJRS1044FR RUSSELL STOLL 1

2PUMP CIRCUIT BREAKER, 3 POLE, 40AHDL36040 SQUARE D

1CONTROL RELAY, 3PDT, 12VDC8501 KPD13V51 SQUARE D

2CONTROL CIRCUIT BREAKER, 1 POLE, 10AQOU110 SQUARE D

1GFI CIRCUIT BREAKER, 1 POLE, 15AQOU115 SQUARE D

1

2MAIN-EMER. CIRCUIT BREAKER, 3 POLE, 100AHDL36100 SQUARE D

1ALTERNATOR, DPDT, X-WIRED, LEAD SWITCH, 120VAC1110011S ECS

1MANUAL TRANSFER BLOCK, SLIDE BARMTA-69 ECS

42 POS. TOGGLE SW, 1/2", SPRING RETURN4X200 GRAINGER

INNER DOOR, .125 BLACK ENGRAVED ALUMINUMHID-4836 ECS


3CONTROL RELAY, 3PDT, 24VACAAE-A304-M AA ELECTRIC


2MOISTURE-SENSING RELAY, 120VAC1110016 ECS

2POWER DISTRIBUTION LUG, KIT OF 3PDC6HD6 SQUARE D

2DISTRIBUTION LUG FINGER-SAFE COVERS37449 SQUARE D

MOTOR CONNECTION BLOCK, 3 POLE, 175A9080 LBA362101 SQUARE D 2

CONNECTION BLOCK FINGER-SAFE COVER9080 LB23 SQUARE D 2

DUPLEX GFI RECEPTACLE, 15AGF15WLA HUBBELL 1

ELAPSED TIME METER, 120VAC711-0160 REDINGTON 2

FNQ-R-1 BUSSMANN 6FUSE, REJECTION, 600V, 1A

FNQ-R-1 1/2 BUSSMANN 1FUSE, REJECTION, 600V, 1.5A

24VAC TRANSFORMER, 75VA, ON-BOARD FUSES9070 TF75D23 SQUARE D 1

1OFF-DELAY TIMER, DPDT, 12VAC-DC9050 JCK27V36 SQUARE D

4LEVEL PROBE RELAY, 12-PIN, 120VACLPR-1 MPE

33

2MOM. PUSHBUTTON, N4, 22mm, FLUSH, BLKXB5AA51 SQUARE D

12 POS. SEL. SWITCH, N4, 22mm, MAINTAINEDXB5AJ21 SQUARE D


2PILOT LIGHT, N4, 22mm, 120VAC, REDXB5AVG4 SQUARE D

2PILOT LIGHT, N4, 22mm, 24VAC, REDXB5AVB4 SQUARE D

TELEMETRY PUMP CONTROL UNIT

DESCRIPTION

TCU001-1

PART No.

41

46

45

44

43

42

39

40

38

37

DFS

MFR.

1

QTY.

CONTROL TERMINAL, 30A, 4 POLE / COVER89-204 / 89-235 IDEAL 1/1

36

240V SURGE SUPPRESSORDFS #005-062 DFS 1

120/240V SURGE SUPPRESSORDTK-120/240CM+ DFS (DITEK) 1

SURGE PROTECTOR (RADIO)IS-B50LN-C2-MA DFS (POLYPHASER) 1

ALARM STROBE, FPT MOUNT, 120VAC, REDCTO15F INGRAM 1

ALARM HORN W.P. BACK BOX, SILVERWBB-S WHEELOCK 1


47

JUNCTION BOX, N4X, 304 STAINLESS STEEL, WHITESPN4SS-16126-W SCHAEFER 1

BACK PANEL, WHITE ENAMELED STEELSPP-1612 SCHAEFER 1

KILLARK SEAL FITTING, DURALOY IRON, 2"EY-6M HUBBELL 3

MYERS HUB, 2"STAG6 CROUSE-HINDS 6

48

49

50

51

3PILOT LIGHT, N4, 22mm, 24VAC, AMBERXB5AVB5 SQUARE D

52


15-PT. COPPER NEUTRAL BARPK15GTAL SQUARE D 1

15-PT. BAR INSULATORPKGTAB SQUARE D 1

53

54

55

56

ALARM HORN, 4", 120VAC, SILVER31T-115-S WHEELOCK 1

35

34

CUSTOMER SUPPLIED PARTS:

3PILOT LIGHT, N4, 22mm, 120VAC, AMBERXB5AVG5 SQUARE D

1PILOT LIGHT, N4, 22mm, 120VAC, GREENXB5AVG3 SQUARE D

57

59

10-SENSOR CONDUCTANCE PROBE, 100-FOOT CABLELP115-10-100 MPE 1

SHIP LOOSE PARTS:

58

CONTROL TERMINAL, 30A, 10 POLE8WA1 011-0DG21 SIEMENS 1


NOTES:

1. TERMINAL ON CONTROL TERMINAL STRIP

2.

NEUTRAL AND GROUND LUGS

3.

4.

FIELD WIRING (EXTERNAL TO CONTROL PANEL AND JUNCTION BOX)5.

PANEL WIRING6.

SEAL ALL CONDUITS ENTERING CONTROL PANEL7.

CONTROL PANEL IS UL508A LABELED8.

INSTALL IN ACCORDANCE WITH ARTICLE 504 OF THE N.E.C.

MINIMUM #14 AWG WIRE AT 600V

120VAC HOT RED

120VAC NEUTRAL WHITE

24VAC HOT BLUE

24VAC NEUTRAL YELLOW

24VDC POSITIVE (+) ORANGE

24VDC NEGATIVE (-) BROWN

12VDC POSITIVE (+) RED

12VDC NEGATIVE (-) BLACK

TERMINAL ON DFS PRE-WIRED HARNESS

9.

10.

TERMINAL IN JUNCTION BOX

CONTROL WIRE COLOR CODE:

TORQUE TABLES:

CONTROL TERMINALS

RECOMMENDED TIGHTENING TORQUE

SIZE 2.5 mm 6 in/lb.8 in/lb.SIZE 4.0 mm8 in/lb.SIZE 6.0 mm

18 in/lb.SIZE 16.0 mm27 in/lb.SIZE 35.0 mm

GROUND LUG


AWG 3 - 2

AWG 14 - 10AWG 8AWG 6 - 4

35.0 in/lb.TORQUETERMINAL TORQUEWIRE SIZE

40.0 in/lb.45.0 in/lb.50.0 in/lb.

DEVICE LABELS AND LOGOS ARE ENGRAVEDDETAIL PROVIDED FOR EASE OF VIEWING ONLY

NOT TO SCALE

240 VAC3 PHASE3 WIRE

L3

L1

100 A4 P4 W

MECH.INTL'K

(100A)ECB

(100A)MCB

(40A)CB1

(40A)CB2

L2

100A GENERATORRECEPTACLE(JRS1044FR)

L1A

F1 (1A)

F2 (1A)

F3 (1A)

R1

S2

T3

N

#12AWG

PM

#14AWG

3

4

5FNQ-R-1

PHASE MONITOR RELAY(1110021)

LOAD CALCULATIONSMOTOR:

PUMP 1 7.5 HP, 240 VAC, 3Ø, 22 FLAPUMP 2 7.5 HP, 240 VAC, 3Ø, 22 FLA

CONTROL POWER: 20 FLATOTAL FLA: 64 FLA

#8AWG

#3AWG

DFS HARNESS TERMINAL (TYP. ALL SHEETS)

1T1

1T2

1T3

2T1

2T2

2T3

NOTE: MCB AND ECB HAVELOAD-SIDE DISTRIBUTION LUGS

G

NOTE: FINAL ADJUSTMENTMUST BE MADE AT START-UP

L3A

GND

PUMP 17.5 HP22 FLA

GND

PUMP 27.5 HP22 FLA

A

B

C

DFS SURGEARRESTOR

(DFS #005-062)F4 (1A)

F5 (1A)

F6 (1A)

DFS HARNESS

#14AWG

PHASE A A

B

C

TOPBOTTOM

FNQ-R-1

PHASE B

PHASE C

#14AWG

51 N

CONTROL POWERCB3 (10A)

GFI POWERCB4 (15A)

MTD. ON DEAD FRONT

DUPLEX 15AGFI RECEP.

PUMP 1SEAL FAILA

PUMP 2SEAL FAIL

22

7

3

8

2

1

5JUMPER

6

PUMP 1 SEAL PROBES

12

7

3

8

2

1

5JUMPER

6

A

30

#14 AWGCONTROL WIRE

MINIMUM

DFS POWERCB5 (10A) #12

AWG

31

DO NOT DAISY-CHAINNEUTRALS, USE BLOCK

(3) D1

(3) D1

CAUTION! 15 AMPS MAXINTENDED FOR PROGRAMMING

#14AWG

RED

#14AWG

RED

SF2(1110016)

SF1(1110016)

N

WHITE

L1A L3A

#12AWG

PUMP 2 SEAL PROBES

1 2 3 4 5 6 1 2 3 4 5 6

31

31

31

31

11

21

A3 A1

A2

14 15

24 25

O/T1

JUMPER

(YELLOW)

(1) F0 F1 (2)

O/T2

24VAC TO SHEET 11

65

43

21

61

61

23AUXIN

61

18

YA-NP7-12 BATTERY KIT, 12VDC, 7AhDFS-00363-008-01 DFS (YUASA) 1

CUSTOM ENCLOSURE: SPN4SS-483612-L9W12-W (48"H x 36"W x 12"D) NEMA 4X RATED TYPE 304 STAINLESS STEELWITH DRIPSHIELD AND WHITE POWDER COAT FINISH. OUTER DOOR HAS 3-POINT PADLOCKING HANDLE AND 90° STOP.

BACKPANEL: SPP-4836 (45"H x 33"W) FABRICATED FROM 12ga. WHITE ENAMELED STEEL.

INNER DOOR: HID-4836, .125 BLACK ENGRAVED ALUMINUM WITH CONTINUOUS HINGE, TWIST LATCHES, AND 90° STOP .

POLYPHASER TO BE

ALARM SILENCEPUSHBUTTON (2)

1 2 3 4 5 6

100A GENERATORRECEPTACLE

4 INCH ALARMHORN IN W.P.BACK BOX

ALARMSTROBE

DFS TCUw/ FRONT MOUNT KIT

DRIP SHIELD

NOTE: NAMEPLATES ANDLOGO ARE ENGRAVED

DEAD FRONT LAYOUT

90° INNERDOOR STOP

NOTE: OUTER DOOR HAS3-POINT PADLOCKING HANDLE

CUSTOM JUNCTION BOX: SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.

BACK PANEL: SPP-1612 (13"H x 9"W)14ga. WHITE ENAMELED CARBON STEEL.

NOTE: MOUNT JUNCTIONBOX HINGE SIDE DOWN

NOTE: GFI IS MOUNTED IN HANDY BOXATTACHED TO BACK OF INNER DOOR

1 2 3 4 5 6

NOTES:

1. OUTER BOX SIZE SHALL BE A MINIMUM OF 24"Wx36"Hx10"D OR ASAPPROVED BY CITY. CONTROL PANEL SHALL BE NEMA 3RSTAINLESS STEEL.

2. FOR STATIONS WITH PUMPS RATED 20HP OR GREATER, OUTERBOX SIZE SHALL BE 30"Wx42"Hx10"D MIN AND SHALL HAVE (2)LATCHES ON THE DEAD FRONT.

3. PANEL OUTSIDE DOOR SHALL HAVE TRIPLEX LOCKABLE OUTSIDEDOOR LATCH.

4. ALL COMPONENTS SHALL MEET ST. CLOUD WASTEWATER DESIGNSTANDARDS OR APPROVED EQUAL AND SHALL BE PROPERLYGROUNDED IN ACCORDANCE WITH N.E.C. ARTICLE 250.

5. ALL CIRCUIT BREAKERS SHALL BE EQUIPPED WITHLOCK-OUT/TAG-OUT DEVICES.

6. RUSSELL STOLL GENERATOR RECEPTACLE (NO SUBSTITUTIONACCEPTED).

7. STANDARD REFERENCE OF FLOAT, DFS CONTROL, BYPASSCIRCUIT, AND TYPICAL CONTROLS MAY VARY ACCORDING TOAPPLICATION.

8. A MANUAL "BACKUP" IS REQUIRED IN CASE OF "TAC-PAC" FAILURE.9. SPARE FUSES PER EACH SIZE SHALL BE INCLUDED.

6O/L THERMAL UNIT, STANDARD TRIP, 21.5-23.7AB 40 SQUARE D

TERMINAL BLOCK LAYOUT:TB1

J-BOX P1 P2

OL1 OL2

R

ABSPUMPS

STOPFLOAT

LEADFLOAT

LAGFLOAT

HIGHFLOAT

O/T1SW.

1 SEALPROBE

2 SEALPROBE

O/T2SW.

D1(3)

F0(1)

F1(2)

F0(1)

F1(2)

D1(3)

10-SENSORLEVEL PROBE

TB2

TERMINALS FORINTERNAL WIRING

HIGH LEADLAG OFF

31 40 40 40 47 47

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 14 15 21 24 25

31 31 31A1 A2 A3

40

40

40

47

47

N

N

N

#3AWG

M1 OL1

T3L3

T2L2

T1L1

M2 OL2

T3L3

T2L2

T1L1#8

AWG

1-1/4" SEALINGFITTING (TYP. OF 2)DO NOT POUR

MCB ECB

MSR2

SF2

DFS PRE-WIRED HARNESS(DO NOT DISASSEMBLE)

FLIP FUSE HOLDERS

12 VDC7 Ah

BATTERY

SF1CR3CR1

CR4

NOTE: FUSES, DISTRIBUTIONLUGS, &CONTROL TERMINALS ARE FINGER SAFEOR FITTED WITH FINGER SAFE COVERS.

ALT

CB1 CB2

TBAF4-6

CPT2F7-8

MSR1

POWER

RELAY

F9-10

POWER

RELAY

TB1

TB2

CB3-5

CR2

F1-3

POWER

RELAY

POWER

RELAY

PR1 PR2 PR3 PR4

DRIP SHIELD

J-BOXMAIN ENCLOSURE

SEALINGFITTING (TYP.)

MYERS®HUB

CLOSENIPPLE

CLOSENIPPLE

ASSEMBLY DETAIL (N.T.S)

MYERS®HUB

SR

N




ALARMSTROBE




BACK PANEL LAYOUTCUSTOM JUNCTION BOX: SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.


PMHLTRHLR

M1 M2

RESETRESET

M1 (aux)

M2 (aux)

M1

M2OL2

OL1

HIGH LEG

N

N31

31


MULTI-CONDUCTORPROBE CABLE

1

2

3 - HIGH

4

5 - LAG

6 - LEAD

7

8

9

10 - OFF

NOTE: UNUSED PROBE TERMINALSARE PROVIDED FOR LEVEL SETTINGADJUSTMENT SELECTION

91

TB2

11

12

ON LEVEL

OFF LEVEL

PR1 - STOP PUMPS(MPE MODEL LPR-1)

8 7

10

120VACSTOP PUMPSPROBERELAY

9311

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC

PR2 - START LEAD(MPE MODEL LPR-1)

9511

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC

PR3 - START LAG(MPE MODEL LPR-1)

9711

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC

PR4 - HIGH LEVEL(MPE MODEL LPR-1)

START LEADPROBERELAY

START LAGPROBERELAY

HIGH LEVELPROBERELAY

31

31

31

10

8

7

6

5

4

3

2

1

9

DUPLEX LIFT STATION 240V - 20HP or LESSCONTROL PANEL SCHEMATICS AND DETAILS13- Duplex Liftstation-Control Panel-240V-20HP or Less D-13-012012

13REVISIONS

16


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

N

R

6STARTER

7

(10A)RTUCB

POWER

ALARMPOWER HLR

1 3

F8ALARMLIGHT

F9ALARMHORN

CR4

3 1

CR4

4 1CR4

7 6

CR4

5 6

SR

1 4

N51

ALARMSTROBE

ALARMHORN

SR

1 3

SILENCE

36SR

10 2

SILENCEp/b (1)

35

SHEET 12

32

33

34

31

31

SILENCEp/b (2)

SILENCE





SHEET 12

N

NEUTRAL

H

(TOP)


120VAC

3PDT

N

N31

31 61 62

F8 (5A)#14

AWG#14

AWG 61 62

F7 (1.5A)

YELLOWBLUE

24VAC TO SHEET 11

75VA

120VAC

24VAC

H4 H2 H3 H1

X1 X2

CPT2(9070 T75D23)

FNM-5

FNQ-R-1 1/2

MOUNTEDON-BOARD

N31

N31

F5PUMP 1

CALL

F6PUMP 2

CALL

MSR1

10 2

DFS CALLPUMP 1

MSR2

10 2

DFS CALLPUMP 2

DFS

NORMAL BYPASS

xo

xo

71

72

oxCR4

11 9

CR2

11 9

ox

ox

CR4

10 2

FLOATCONTROLRELAY

73

74

76

80

ALT3 6

1

8

7

2

7

8

xo

75

A

G

BYPASS

NORMAL

CR3

11 9

82


83

84

81

13

23


(1110011S)

SHEET 10

SHEET 10

HLTR

1 3


76

120VAC FROMSHEET 10

31A

ALTERNATOR

120VAC

3PDT

120VAC

3PDT

120VAC

3PDT

N31


MSR1

1 3

1BATTERY+12 VDC

2BATTERY

-12 VDC

+ -

(YA-NP7-12)

12VDC, 7Ah

BAT

BAT

BATTERY#14

AWG

7A

HIGH LEVELRELAY

HIGH LEVEL87

TB1TB1

HLR

2 10

( TEST )

12VDC

PUMP 1RUN TIME

OFFHAND AUTO

xoo

oox

PUMP 1

ETM

OFFHAND AUTO

xoo

oox

PUMP 2

ETM

13

23



JUMPER

(YELLOW)

R

R

PUMP 2RUN TIME

(1) F0

MSR2

1 3

PM

1 8

31A

31A

F1 (2)

RED

#14AWG

BLACK

3PDT

STARTPUMP 1SHEET 9

SHEET 9

SHEET 9 STARTPUMP 2


11-PIN

9

HLTR(9050 JCK27V36)

2 10

69A

5

HLR

6 7

7

6261

#14AWG

HIGH LEVEL

HLR

11 9

63

START LAGTB1 CR3

10 2

R

R HIGH WATERALARM

A LAG LEVEL

START LEADCR2

10 2

ALEAD LEVEL

PUMPS OFFCR1

10 2

( TEST )

A OFF LEVEL


( TEST )

( TEST )

CR3

7 6

CR2

7 6

CR1

8 11

CR1

11 9

CR1

7 6

64

BLUE

#14AWG

YELLOW

24VAC

3PDT

24VAC

3PDT

24VAC

3PDT

TB1

TB1 TB1

TB1TB1

24VAC FROM SHEET 8

5

6

2

ISO+24V

HIGHLEVEL21

10

9

11


15

14

18

19

17

PR4

2 1

40

8

STARTLAG

STARTLEAD

STOPPUMPS

LOWLEVEL

MOTOR 1RUN

MOTOR 2RUN

INPUT

COMMON 1

INPUTCOMMON 2

ISOGND

#14AWG


22ALARMSILENCE

47

46

45

JUMPERS

41

42

43

44


SILENCEp/b (1)

SILENCEp/b (2)

F9 (1A)

F10 (1A)

45A

46A

ORANGE

FNM-1

FNM-1

SHEET 6

HLTR

11 9


SHEET 6

PR3

2 1

PR2

2 1

PR1

2 1

18


DESCRIPTION


19

SPN4SS-483612-L9W12-W

SPP-4836

PART No.

5

12

15

18

16

17

14

13

11

10

9

8

7

6

3

4

2

1 SCHAEFER

MFR.

SCHAEFER 1

1

QTY.


20

21

22

23

24

25

26

2FVNR MOTOR STARTER, NEMA SIZE 28536 SDO1V02S SQUARE D

27

28

29

30

31

32







1





















33







DESCRIPTION

TCU001-1

PART No.

41

46

45

44

43

42

39

40

38

37

DFS

MFR.

1

QTY.


36

240V SURGE SUPPRESSORDFS #005-062 DFS 1






47





48

49

50

51


52




53

54

55

56


35

34




57

59


SHIP LOOSE PARTS:

58



NOTES:


2.


3.

4.


PANEL WIRING6.





120VAC HOT RED


24VAC HOT BLUE







9.

10.



TORQUE TABLES:

CONTROL TERMINALS




GROUND LUG


AWG 3 - 2

AWG 14 - 10AWG 8AWG 6 - 4


40.0 in/lb.45.0 in/lb.50.0 in/lb.


NOT TO SCALE


L3

L1

100 A4 P4 W

MECH.INTL'K

(100A)ECB

(100A)MCB

(50A)CB1

(50A)CB2

L2


L1A

F1 (1A)

F2 (1A)

F3 (1A)

R1

S2

T3

N

#12AWG

PM

#14AWG

3

4

5FNQ-R-1



PUMP 1 10 HP, 208 VAC, 3Ø, 29 FLAPUMP 2 10 HP, 208 VAC, 3Ø, 29 FLA

CONTROL POWER: 20 FLATOTAL FLA: 78 FLA

#8AWG

#3AWG


1T1

1T2

1T3

2T1

2T2

2T3


G


L3A

GND

PUMP 110 HP29 FLA

GND

PUMP 210 HP29 FLA

A

B

C

DFS SURGEARRESTOR

(DFS #005-062)F4 (1A)

F5 (1A)

F6 (1A)

DFS HARNESS

#14AWG

PHASE A A

B

C

TOPBOTTOM

FNQ-R-1

PHASE B

PHASE C

#14AWG

51 N


GFI POWERCB4 (15A)

MTD. ON DEAD FRONT


PUMP 1SEAL FAILA

PUMP 2SEAL FAIL

22

7

3

8

2

1

5JUMPER

6

PUMP 1 SEAL PROBES

12

7

3

8

2

1

5JUMPER

6

A

30

#14 AWGCONTROL WIRE

MINIMUM


AWG

31


(3) D1

(3) D1


#14AWG

RED

#14AWG

RED

SF2(1110016)

SF1(1110016)

N

WHITE

L1A L3A

#12AWG

PUMP 2 SEAL PROBES

1 2 3 4 5 6 1 2 3 4 5 6

31

31

31

31

11

21

A3 A1

A2

14 15

24 25

O/T1

JUMPER

(YELLOW)

(1) F0 F1 (2)

O/T2

24VAC TO SHEET 11

65

43

21

61

61

23AUXIN

61

18





POLYPHASER TO BE


1 2 3 4 5 6



ALARMSTROBE


DRIP SHIELD


DEAD FRONT LAYOUT

90° INNERDOOR STOP


CUSTOM JUNCTION BOX : SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.




1 2 3 4 5 6

NOTES:









6O/L THERMAL UNIT, STANDARD TRIP, 28.9-30.6AB 50 SQUARE D


J-BOX P1 P2

OL1 OL2

R

ABSPUMPS

STOPFLOAT

LEADFLOAT

LAGFLOAT

HIGHFLOAT

O/T1SW.

1 SEALPROBE

2 SEALPROBE

O/T2SW.

D1(3)

F0(1)

F1(2)

F0(1)

F1(2)

D1(3)


TB2


HIGH LEADLAG OFF

31 40 40 40 47 47

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 14 15 21 24 25

31 31 31A1 A2 A3

40

40

40

47

47

N

N

N

#3AWG

M1 OL1

T3L3

T2L2

T1L1

M2 OL2

T3L3

T2L2

T1L1#8

AWG


MCB ECB

MSR2

SF2


FLIP FUSE HOLDERS

12 VDC7 Ah

BATTERY

SF1CR3CR1

CR4


ALT

M1

CB1 CB2

TBAF4-6

CPT2F7-8

MSR1

POWER

RELAY

F9-10

POWER

RELAY

TB1

TB2

CB3-5

M2

CR2

F1-3

POWER

RELAY

POWER

RELAY

PR1 PR2 PR3 PR4

DRIP SHIELD

J-BOXMAIN ENCLOSURE


MYERS®HUB

CLOSENIPPLE

CLOSENIPPLE


MYERS®HUB

SR

N




ALARMSTROBE




BACK PANEL LAYOUTCUSTOM JUNCTION BOX : SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.


PMHLTRHLR

M1 (aux)

M2 (aux)

M1

M2OL2

OL1

N

N31

31



1

2

3 - HIGH

4

5 - LAG

6 - LEAD

7

8

9

10 - OFF


91

TB2

11

12

ON LEVEL

OFF LEVEL


8 7

10


9311

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC


9511

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC


9711

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC



START LAGPROBERELAY


31

31

31

10

8

7

6

5

4

3

2

1

9

DUPLEX LIFT STATION 208V - 20HP or LESSCONTROL PANEL SCHEMATICS AND DETAILS12- Duplex Liftstation- 208V-20HP or Less D-12-012012

12REVISIONS

16


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

DUPLEX LIFT STATION

ELECTRICAL DETAILS11- Liftstation- Site ElectricalD-11-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

DUPLEX AND MASTER LIFT STATION

TYPICAL DETAILS10-Duplex Liftstation- Master D-10-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

60 3

3

DUPLEX LIFT STATION

WETWELL AND PIPING DETAILS09- Duplex Liftstaion-Piping and WetwellD-09-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

DUPLEX LIFT STATION

SITE PLAN DETAILS08- Duplex Liftstation-Ste D-08-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

AIR RELEASE VALVES-OPEN CUT ROADS

TYPICAL DETAILS- BENCHING AND ENCASEMENT07- Air Release Valves- Roadway Open Cut

D-07-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

06- Site Construction-Water, Sewer and ReclaimedD-06-012012 WATER , SEWER & RECLAIMED WATER

TYPICAL DETAILS-SITE CONSTRUCTION

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

REV

ISIO

NS

05- Water and Reclaim- Meters and BackflowsD-05-012012 WATER & RECLAIMED WATER

TYPICAL DETAILS- METERS AND BACKFLOWS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

SANITARY SEWER

TYPICAL DETAILS04- Sanitary Sewer D-04-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

WATER & RECLAIMED

TYPICAL DETAILS03- Water and Reuse Water GeneralD-03-012012

REV

ISIO

NS


FL REG. No. 68532


CITY ENGINEER

1911

Atta

chm

ent n

umbe

r 3 \n

Pag

e 12

of 1

3

Item

# V

I.F

X2

R

6STARTER

7

(10A)RTUCB

POWER

ALARMPOWER HLR

1 3

F8ALARMLIGHT

F9ALARMHORN

CR4

3 1

CR4

4 1CR4

7 6

CR4

5 6

SR

1 4

X251

ALARMSTROBE

ALARMHORN

SR

1 3

SILENCE

36SR

10 2

SILENCEp/b (1)

35

SHEET 12

32

33

34

31

31

SILENCEp/b (2)

SILENCE





SHEET 12

N

NEUTRAL

H

(TOP)


120VAC

3PDT

X2

X231

31



1

2

3 - HIGH

4

5 - LAG

6 - LEAD

7

8

9

10 - OFF

X2

X231

31

SS1(ATS22D47S6U)

CL1 CL2

LI1

LI2

SSR1

1 3

17

COM

SS2(ATS22D47S6U)

CL1 CL2

LI1

LI2

SSR2

1 3

27

COM

SOFTSTARTER 1

SOFTSTARTER 2

61 62

F8 (5A)#14

AWG#14

AWG 61 62

F7 (1.5A)

YELLOWBLUE24VAC TO SHEET 11

75VA

120VAC

24VAC

H4 H2 H3 H1

X1 X2

CPT2(9070 T75D23)

FNM-5

FNQ-R-1 1/2

MOUNTEDON-BOARD

X231

X231

F5PUMP 1

CALL

F6PUMP 2

CALL

MSR1

10 2

DFS CALLPUMP 1

MSR2

10 2

DFS CALLPUMP 2

DFS

NORMAL BYPASS

xo

xo

71

72

oxCR4

11 9

CR2

11 9

ox

ox

CR4

10 2

FLOATCONTROLRELAY

73

74

76

80

ALT3 6

1

8

7

2

7

8

xo

75

A

G

BYPASS

NORMAL

CR3

11 9

82


83

84

81

13

23


(1110011S)

SHEET 10

SHEET 10

HLTR

1 3


76

120VAC FROMSHEET 10

31A

ALTERNATOR

120VAC

3PDT

120VAC

3PDT

120VAC

3PDT

X231


MSR1

1 3

1BATTERY+12 VDC

2BATTERY

-12 VDC

+ -

(YA-NP7-12)

12VDC, 7Ah

BAT

BAT

BATTERY#14

AWG

7A

HIGH LEVELRELAY

HIGH LEVEL87

TB1TB1

HLR

2 10

( TEST )

12VDC

PUMP 1RUN TIME

OFFHAND AUTO

xoo

oox

PUMP 1

ETM

OFFHAND AUTO

xoo

oox

PUMP 2

ETM

13

23



JUMPER

(YELLOW)

R

R

PUMP 2RUN TIME

(1) F0

MSR2

1 3

PMR

11 9

31A

31A

F1 (2)

RED

#14AWG

BLACK

3PDT

START SS1SSR1

10 2 120VAC

3PDTSHEET 9

SHEET 9

SHEET 9 START SS2SSR2

10 2 120VAC

3PDT


11-PIN

9

HLTR(9050 JCK27V36)

2 10

69A

5

HLR

6 7

7

6261

#14AWG

HIGH LEVEL

HLR

11 9

63

START LAGTB1 CR3

10 2

R

R HIGH WATERALARM

A LAG LEVEL

START LEADCR2

10 2

ALEAD LEVEL

PUMPS OFFCR1

10 2

( TEST )

A OFF LEVEL


( TEST )

( TEST )

CR3

7 6

CR2

7 6

CR1

8 11

CR1

11 9

CR1

7 6

64

BLUE

#14AWG

YELLOW

24VAC

3PDT

24VAC

3PDT

24VAC

3PDT

TB1

TB1 TB1

TB1TB1

24VAC FROM SHEET 8

5

6

2

ISO+24V

HIGHLEVEL21

10

9

11


15

14

SS1

R1C R1A

18

19

17

PR4

2 1

40

8

STARTLAG

STARTLEAD

STOPPUMPS

LOWLEVEL

MOTOR 1RUN

MOTOR 2RUN

INPUT

COMMON 1

INPUTCOMMON 2

ISOGND

#14AWG


22ALARMSILENCE

47

46

45

JUMPERS

41

42

43

44


SILENCEp/b (1)

SILENCEp/b (2)

F9 (1A)

F10 (1A)

45A

46A

ORANGE

FNM-1

FNM-1

SHEET 6

SS2

R1C R1A

HLTR

11 9


SHEET 6

PR3

2 1

PR2

2 1

PR1

2 1

18


DESCRIPTION


19

SPN4SS-483612-L9W12-W

SPP-4836

PART No.

5

12

15

18

16

17

14

13

11

10

9

8

7

6

3

4

2

1 SCHAEFER

MFR.

SCHAEFER 1

1

QTY.


20

21

22

23

24

25

26

2REDUCED VOLTAGE SOFT STARTER, 120VAC CONTROLATS22D47S6U SQUARE D

27

28

29

30

31

32


FUSE, REJECTION, 600V, 10AFNQ-R-10 BUSSMANN 2




120VAC TRANSFORMER, 2KVA9070 T2000D1 SQUARE D 1



1










FNQ-R-20 BUSSMANN 1





FUSE, REJECTION, 600V, 20A








33







DESCRIPTION

TCU001-1

PART No.

41

46

45

44

43

42

39

40

38

37

DFS

MFR.

1

QTY.


36

460V SURGE SUPPRESSORDTK-460-3CM DFS (DITEK) 1






47





48

49

50

51


52




53

54

55

56


35

34




57

59

60


SHIP LOOSE PARTS:

58



NOTES:


2.


3.

4.


PANEL WIRING6.





120VAC HOT RED


24VAC HOT BLUE







9.

10.



TORQUE TABLES:

CONTROL TERMINALS




GROUND LUG


AWG 3 - 2

AWG 14 - 10AWG 8AWG 6 - 4


40.0 in/lb.45.0 in/lb.50.0 in/lb.


NOT TO SCALE


L3

L1

100 A4 P4 W

MECH.INTL'K

(100A)ECB

(100A)MCB

(80A)CB1

(80A)CB2

L2


L1A

F1 (1A)

F2 (1A)

F3 (1A)

R1

S2

T3

N

#14AWG

PM

#14AWG

3

4

5FNQ-R-1



PUMP 1 25 HP, 460 VAC, 3Ø, 34 FLAPUMP 2 25 HP, 460 VAC, 3Ø, 34 FLA

CONTROL TRANSFORMER: 10 FLATOTAL FLA: 78 FLA

#6AWG

#3AWG


1T1

1T2

1T3

2T1

2T2

2T3


G

#6AWG


L3A

GND

PUMP 125 HP34 FLA

GND

PUMP 225 HP34 FLA

A

B

C

DFS SURGEARRESTOR

(DTK-460-3CM)F4 (1A)

F5 (1A)

F6 (1A)

DFS HARNESS

#14AWG

PHASE A A

B

C

TOPBOTTOM

FNQ-R-1

PHASE B

PHASE C

#14AWG

NOTE: HARNESS MUST HAVE 100KΩ RESISTORSINSTALLED FOR "B" & "C" PHASE MONITOR INPUT,EXTERNAL TO TERMINAL BLOCKS

1/L1 2/T1

4/T2

6/T3

3/L2

5/L3

SS1(ATS22D47S6U)

1/L1 2/T1

4/T2

6/T3

3/L2

5/L3

SS2(ATS22D47S6U)

51 X2


GFI POWERCB4 (15A)

MTD. ON DEAD FRONT


PUMP 1SEAL FAILA

PUMP 2SEAL FAIL

22

7

3

8

2

1

5JUMPER

6

PUMP 1 SEAL PROBES

12

7

3

8

2

1

5JUMPER

6

A

30

#14 AWGCONTROL WIRE

MINIMUM


AWG

31


(3) D1

(3) D1


#14AWG

RED

#14AWG

RED

SF2(1110016)

SF1(1110016)

X21.5KVA

460VAC

120VAC

H4 H2 H3 H1

X1 X2

X1

F11 (10A)

F12 (10A)

FNQ-R-10

F13 (20A)

FNQ-R-20 WHITE

#14AWG

L1A L3A

XF

#14AWG

PUMP 2 SEAL PROBES

CPT1(9070 T2000D1)

1 2 3 4 5 6 1 2 3 4 5 6

31

31

31

31

11

21

A3 A1

A2

14 15

24 25

O/T1

JUMPER

(YELLOW)

(1) F0 F1 (2)

O/T2

24VAC TO SHEET 11



J-BOX P1 P2

SS1 SS2

R

ABSPUMPS

STOPFLOAT

LEADFLOAT

LAGFLOAT

HIGHFLOAT

O/T1SW.

1 SEALPROBE

2 SEALPROBE

O/T2SW.

D1(3)

F0(1)

F1(2)

F0(1)

F1(2)

D1(3)


TB2


HIGH LEADLAG OFF

65

43

21

61

61

23AUXIN

61

18

61





POLYPHASER TO BE


1 2 3 4 5 6



ALARMSTROBE


DRIP SHIELD


DEAD FRONT LAYOUT

90° INNERDOOR STOP


CUSTOM JUNCTION BOX : SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.




1 2 3 4 5 6


MCB ECB

MSR2

SF2


FLIP FUSE HOLDERS

12 VDC7 Ah

BATTERY

SF1CR3CR1

CR4


ALT

SS1

CB1 CB2

TBAF4-6

CPT2F7-8

MSR1

POWER

RELAY

F9-10

POWER

RELAY

SSR1 SSR2

TB1

TB2

9070T2000D1

CB3-5

SS2

CR2

F1-3

POWER

RELAY

POWER

RELAY

F11-13

PR1 PR2 PR3 PR4ALLOW 4 INCHES CLEARANCE TOP& BOTTOM AND 2 INCHES ON SIDES

DRIP SHIELD

J-BOXMAIN ENCLOSURE


MYERS®HUB

CLOSENIPPLE

CLOSENIPPLE


MYERS®HUB

CPT1

SR

X2




ALARMSTROBE




BACK PANEL LAYOUTCUSTOM JUNCTION BOX : SPN4SS-16126-W(16"H x 12"W x 6"D) NEMA 4X RATED, TYPE 304STAINLESS WITH WHITE POWDER COAT FINISH.


PMHLTRHLR

PMR

NOTES:









40

40

40

47

47

31 40 40 40 47 47

1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 10 11 14 15 21 24 25

31 31 31A1 A2 A3

xox

PUMP 1H - O - A

101

SHEET 10

(SS1 RESET)

SHEET 8

PMR

10 2

PHASEFAULTRELAY120VAC

3PDTPM

1 8

xox

PUMP 2H - O - A

201

SHEET 10

(SS2 RESET)

202

102

SHEET 8

31B

PMR

1 3

PMR

6 7

91

TB2

11

12

ON LEVEL

OFF LEVEL


8 7

10


9311

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC


9511

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC


9711

12

ON LEVEL

OFF LEVEL

8 7

10

120VAC



START LAGPROBERELAY


31

31

31

10

8

7

6

5

4

3

2

1

9

DUPLEX LIFT STATION 460V - 20HP or GREATERCONTROL PANEL SCHEMATICS AND DETAILS14- Duplex Liftstation- Control Panel- 460V-20HP or Greater

D-14-012012

14REVISIONS

16


FL REG. No. 68532


CITY ENGINEER

1911


Item # VI.F

AGENDA Consent Ordinance No. Resolution No. 2012-084R

Final Action 06/28/2012

DATE OF MEETING: JUNE 28, 2012

AGENDA ITEM (Brief Description) Resolution No. 2012-084R

DEPARTMENT SUMMARY: COST OF PROJECT: No cost associated with this item. This is a one-year extension of the agreements through June 28, 2013. Funds are allocated in Hurricane Contingency. Staff recommends approval of this request.

FINANCE DIRECTOR’S COMMENTS: These contracts are only used for cleanup after a declared disaster. Services used under these contracts are by Task Authorizations. These cost are reimbursable by FEMA grants. MMT

PURCHASING MANAGER’S COMMENTS: This item was posted for ten business days from May 7, 2012 through May 18, 2012 in accordance with the St. Cloud Purchasing Policy. There was no response from local vendors.

CITY MANAGER’S COMMENTS: Recommend approval

CITY COUNCIL ACTION: 06/28/2012 - Final Action

Cover Memo

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