H

8"

3'

I

OUTLINE OFACCESSOPENING

CABLEHOLDER

F

G

12" MIN

TO THE FUTURE SCADA PANEL

WALL SLEEVE AND COMPRESSION SEAL

1" SCH 80 PVC CONDUIT

2" M

IN

DD

(TYP)

(TYP)

12"(TYP) 8"

8"

E

DD

MIN NPROTECTIVE FRP LINER

4" DIP 4" PVC

NOTE:AN ADDITIONAL 1" PVC CONDUIT IS NEEDED FROM THE RPZ TO SCADA PANEL.

30" X 30" CONCRETECOLLAR 6" THICK

RESTRAINEDJOINT (TYP)

WALL SLEEVE & COMPRESSION SEAL (TYP) PRESSURE GAUGE

PLUG VALVE (SEE NOTE 3)

FLANGED RISER

ALUMINUM ACCESS HATCHW/ LOCKSET AND RECESSEDHANDLE

EMERGENCY PUMP OUT CONNECTIONFEMALE QUICK CONNECT ANDCHAIN-LOCK CAP (MIN. 6").POSITION/ROTATION PER COUNTYREPRESENTATIVE (SHOWN ROTATED90° FOR CLARITY)

PRECASTCONCRETE TOP

3" SCH 80 PVC VALVEVAULT DRAIN (SLOPEDRAIN PIPE 1/2 " PERFOOT)

PVC INFLUENTPIPE SDR 26

HEAVY DUTY TYPE 316 SSLIFTING CHAIN (SEE NOTE 1)

2" MIN DIA SCH 40 TYPE 316SS DUAL SLIDE RAIL(PER MANUFACTURER)

POWER CABLE

PROTECTIVE FRP LINER

LIQUID LEVELCONTROLS

UNDISTURBED SOIL OR SELECTED COMMON FILLCOMPACTED TO 98% MAX DENSITY PER AASHO T-180

ALUMINUM ACCESS HATCHW/LOCKSET AND RECESSEDHANDLE

4" 316 SS (TYP) GOOSENECK VENT WITH SS SCREEN

A

4"

9"

R

B

36"

36"

ELEV. T

PET COCK VALVE

VALVE BOX & COVER

4" S

CH

40

316

SS

GROUT

ELEV Z

# 6 -12 OC EW

ELEV X

BASE ELBOW

HIGH LEVEL ALARMS

LAG PUMP ON

BOTH PUMPS OFF

LEAD PUMP ON

MIN.

MIN

.

ELEV V

ELEV Y

ELEV X

ELEV W4" DIP 4" PVC

PLUG VALVE MJ TEE

FINISHED GRADE ELEV. U

(SEE NOTE 4)

(SEE NOTE 5)

SECOND HIGH LEVELALARM (SEE NOTE 7)

FDOT #57STONE

RESILIENTCONNECTOR

HEAT SHRINK SEAL (TYP)

PUMP BASE PLATE(SEE DETAIL)

CONCRETE BASE TO SLOPE 14" PER FOOT

FLANGED COUPLING ADAPTER RJ316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER

CHECK VALVE W/ LEVER &WEIGHT316 SS

(TYP)DI PIPE

TEE WITH BLIND FLANGE

60°

316 SS PIPE SUPPORT (SEE DETAIL)

VALVE VAULT MAY BE CORED INTHE FIELD

4"

12

GEOFABRIC LINER(60 MIL)

1

C

8"

12"

P

Q

S

7"

3"

24" M

IN

9"

12"MIN.

3"

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

BID SUBMITTAL

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic/Transportation

DESIGN SPECIFICATIONS

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8" (MIN)6' (MIN)

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: ABSMODEL: ___________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18" (MIN)12" (MIN)

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): ________INCURVE NUMBER: ____ _____

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

DESIGN SPECIFICATIONS

63.62

41760

1706.97

XFP 100G CB1 60HZ

35300

400

2403

5

XFP 100G CB1 3

56.1055.6055.1053.10

2326

50.10

SEE NOTE 5SEE NOTE 5

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION),

AND/OR AS SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL.

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL AND VALVE VAULT PRECAST

STRUCTURES. THE CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR NEW CONSTRUCTION, THE INSIDE OF THE WET WELL, VALVE VAULT AND MANHOLES SHALL BE LINED WITH EITHER A HIGH DENSITY POLYETHYLENE (HDPE) LINER A

FIBERGLASS REINFORCED POLYESTHER (FRP) LINER, OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D. FINAL SEALS AND SEALING TO BE MADE IN THE FIELD.

5. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

6. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM, WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE"

STAMPED (ETCHED) ON THE TOP SIDE.

7. ALL HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL.

8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

9. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE

PIPE ENTER OR LEAVE THE WET WELL AND/OR VALVE VAULT. PENETRATIONS THROUGH WET WELL AND VALVE VAULT SHALL BE A COMPRESSION TYPE SEAL, SUCH AS

"LINK-SEAL", OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D.

10. ALL CONNECTIONS WITHIN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE CONNECTION TO

THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D110).

11. ALL PIPING WITHIN THE WET WELL AND VALVE VAULT SHALL BE STAINLESS STEEL 316 SCHEDULE 40.

12. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES, WITH MINIMUM CLEARANCE, AS SHOWN FOR 6" DIAMETER PIPE, OR SMALLER.

13. PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL, PROVIDED AND INSTALLED TO SUPPORT AND ANCHOR THE PIPING SECURELY IN THE VALVE VAULT.

14. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING

PUMPS, CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

15. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

17. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

18. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP, AND VALVE VAULT SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, RISERS AND THE VALVE VAULT, TO THE ENGINEER.

19. 100-YEAR FLOOD ELEVATION: OUT OF THE 100-YEAR FLOOD ZONE (100-YEAR FLOOD ELEVATION IS 58).

20. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

21. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

22. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

25

P100

1" = 10'75689

SAB

GCM

SAB/DEM

PS 3187 Pump Plan.dwg

P.S. 3187R LAKE BERGE ROADPUMP PLAN, SECTION AND DETAIL SCOTT A. BREITENSTEIN

57402 45

62.37

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8" (MIN)6' (MIN)

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: FLYGTMODEL: ___________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18" (MIN)12" (MIN)

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _________INCURVE NUMBER: _______ __

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

63.62

41745

152.46NP 3102 MT 3 465

38332

700

2403

5

NP 3102 MT 3 4653

56.1055.6055.1053.10

236

50.10

SEE NOTE 5SEE NOTE 5

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

62.37

H

8"

3'

I

OUTLINE OFACCESSOPENING

CABLEHOLDER

F

G

12" MIN

TO THE FUTURE SCADA PANEL

WALL SLEEVE AND COMPRESSION SEAL

1" SCH 80 PVC CONDUIT

2" M

IN

DD

(TYP)

(TYP)

12"(TYP) 8"

8"REDUCER ASREQUIRED

E

DD

MIN NPROTECTIVE FRP LINER

4" DIP 6" PVC

NOTE:AN ADDITIONAL 1" PVC CONDUIT IS NEEDED FROM THE RPZ TO SCADA PANEL.

30" X 30" CONCRETECOLLAR 6" THICK

RESTRAINEDJOINT (TYP)

WALL SLEEVE & COMPRESSION SEAL (TYP) PRESSURE GAUGE

PLUG VALVE (SEE NOTE 3)

FLANGED RISER

ALUMINUM ACCESS HATCHW/ LOCKSET AND RECESSEDHANDLE

EMERGENCY PUMP OUT CONNECTIONFEMALE QUICK CONNECT ANDCHAIN-LOCK CAP (MIN. 6").POSITION/ROTATION PER COUNTYREPRESENTATIVE (SHOWN ROTATED90° FOR CLARITY)

PRECASTCONCRETE TOP

3" SCH 80 PVC VALVEVAULT DRAIN (SLOPEDRAIN PIPE 1/2 " PERFOOT)

PVC INFLUENTPIPE SDR 26

HEAVY DUTY TYPE 316 SSLIFTING CHAIN (SEE NOTE 1)

2" MIN DIA SCH 40 TYPE 316SS DUAL SLIDE RAIL(PER MANUFACTURER)

POWER CABLE

PROTECTIVE FRP LINER

LIQUID LEVELCONTROLS

UNDISTURBED SOIL OR SELECTED COMMON FILLCOMPACTED TO 98% MAX DENSITY PER AASHO T-180

ALUMINUM ACCESS HATCHW/LOCKSET AND RECESSEDHANDLE

4" 316 SS (TYP) GOOSENECK VENT WITH SS SCREEN

A

4"

9"

R

B

36"

36"

ELEV. T

PET COCK VALVE

VALVE BOX & COVER

4" S

CH

40

316

SS

GROUT

ELEV Z

# 6 -12 OC EW

ELEV X

BASE ELBOW

HIGH LEVEL ALARMS

LAG PUMP ON

BOTH PUMPS OFF

LEAD PUMP ON

MIN.

MIN

.

ELEV V

ELEV Y

ELEV X

ELEV W4" DIP 6" PVC

PLUG VALVE MJ TEE

FINISHED GRADE ELEV. U

(SEE NOTE 4)

(SEE NOTE 5)

SECOND HIGH LEVELALARM (SEE NOTE 7)

FDOT #57STONE

RESILIENTCONNECTOR

HEAT SHRINK SEAL (TYP)

PUMP BASE PLATE(SEE DETAIL)

CONCRETE BASE TO SLOPE 14" PER FOOT

FLANGED COUPLING ADAPTER RJ

CHECK VALVE W/ LEVER &WEIGHT

316 SS(TYP)

DI PIPE

TEE WITH BLIND FLANGE

60°

316 SS PIPE SUPPORT (SEE DETAIL)

REDUCER ASREQUIRED(TYP)

VALVE VAULT MAY BE CORED INTHE FIELD

4"

12

GEOFABRIC LINER(60 MIL)

1

C

8"

12"

P

Q

S

7"

3"

24" M

IN

9"

12"MIN.

3"

316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

BID SUBMITTAL

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic/Transportation

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION),

AND/OR AS SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL.

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL AND VALVE VAULT PRECAST

STRUCTURES. THE CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR EXISTING WET WELLS, VALVE VAULTS AND MANHOLES, THE INSIDE SHALL BE LINED WITH A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER. FINAL SEALS AND

SEALING TO BE MADE IN THE FIELD.

5. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

6. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM, WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE"

STAMPED (ETCHED) ON THE TOP SIDE.

7. ALL HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL.

8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

9. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE

PIPE ENTER OR LEAVE THE WET WELL AND/OR VALVE VAULT. PENETRATIONS THROUGH WET WELL AND VALVE VAULT SHALL BE A COMPRESSION TYPE SEAL, SUCH AS

"LINK-SEAL", OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D.

10. ALL CONNECTIONS WITHIN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE CONNECTION TO

THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D110).

11. ALL PIPING WITHIN THE WET WELL AND VALVE VAULT SHALL BE STAINLESS STEEL 316 SCHEDULE 40.

12. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES, WITH MINIMUM CLEARANCE, AS SHOWN FOR 6" DIAMETER PIPE, OR SMALLER.

13. PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL, PROVIDED AND INSTALLED TO SUPPORT AND ANCHOR THE PIPING SECURELY IN THE VALVE VAULT.

14. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING

PUMPS, CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

15. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

17. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

18. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP, AND VALVE VAULT SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, RISERS AND THE VALVE VAULT, TO THE ENGINEER.

19. 100-YEAR FLOOD ELEVATION: OUT OF THE 100-YEAR FLOOD ZONE (100-YEAR FLOOD ELEVATION IS 54).

20. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

21. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

22. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

DESIGN SPECIFICATIONS

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"6'

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: ABSMODEL: ___________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: _________

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

DESIGN SPECIFICATIONS

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"6'

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: FLYGTMODEL: ___________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _________INCURVE NUMBER: ___________________

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

39.69

56.8556.6446.2245.7245.8441.1940.84

-

41780

2088.19 XFP 100E CB1 60HZ

69338

39053

2403

10

XFP 100E CB1

51

2403

103

NP 3127 MT 3 438201.77.94

41735

70333

120053

15

3.15

39.69

56.8556.6446.2245.7245.8441.1940.63

-

NP 3127 MT 3 438

1.15.76

.944

.608

60"72"

60"72"

4526

P200

NONE75689

SAB

GCM

SAB/DEM

Location - Sheet Index.dwg

P.S. 3951 COLONIAL LANDINGPUMP PLAN, SECTION AND DETAIL SCOTT A. BREITENSTEIN

57402

H

8"

3'

I

OUTLINE OFACCESSOPENING

CABLEHOLDER

NOTE:AN ADDITIONAL 1" PVC CONDUIT IS NEEDED FROM THE RPZ TO SCADA PANEL.

F

G

12" MIN

TO THE FUTURE SCADA PANEL

WALL SLEEVE AND COMPRESSION SEAL

1" SCH 80 PVC CONDUIT

2" MIN

D

D

(TYP)

(TYP)

12"(TYP) 8"

8"

ED

D

MIN

N

30" X 30" CONCRETECOLLAR 6" THICK

PROTECTIVE FRP LINER

4" DIP 4" PVCALUMINUM ACCESS HATCHW/ LOCKSET AND RECESSEDHANDLE

30" X 30" CONCRETECOLLAR 6" THICK

RESTRAINEDJOINT (TYP)

WALL SLEEVE & COMPRESSION SEAL (TYP) PRESSURE GAUGE

PLUG VALVE (SEE NOTE 3)

FLANGED RISER

ALUMINUM ACCESS HATCHW/ LOCKSET AND RECESSEDHANDLE

EMERGENCY PUMP OUT CONNECTIONFEMALE QUICK CONNECT ANDCHAIN-LOCK CAP (MIN. 6").POSITION/ROTATION PER COUNTYREPRESENTATIVE (SHOWN ROTATED90° FOR CLARITY)

PRECASTCONCRETE TOP

3" SCH 80 PVC VALVEVAULT DRAIN (SLOPEDRAIN PIPE 1/2 " PERFOOT)

PVC INFLUENTPIPE SDR 26

HEAVY DUTY TYPE 316 SSLIFTING CHAIN (SEE NOTE 1)

2" MIN DIA SCH 40 TYPE 316SS DUAL SLIDE RAIL(PER MANUFACTURER)

POWER CABLE

PROTECTIVE FRP LINER

LIQUID LEVELCONTROLS

UNDISTURBED SOIL OR SELECTED COMMON FILLCOMPACTED TO 98% MAX DENSITY PER AASHO T-180

ALUMINUM ACCESS HATCHW/LOCKSET AND RECESSEDHANDLE

4" 316 SS (TYP) GOOSENECK VENT WITH SS SCREEN

A

4"

9"

R

B

36"

36"

ELEV. T

PET COCK VALVE

VALVE BOX & COVER

4" S

CH

40

316

SS

GROUT

ELEV Z

# 6 -12 OC EW

ELEV X

BASE ELBOW

HIGH LEVEL ALARMS

LAG PUMP ON

BOTH PUMPS OFF

LEAD PUMP ON

MIN.

MIN

.

ELEV V

ELEV Y

ELEV X

ELEV W4" DIP 4" PVC

PLUG VALVEMJ TEE

FINISHED GRADE ELEV. U

(SEE NOTE 4)

(SEE NOTE 5)

SECOND HIGH LEVELALARM (SEE NOTE 7)

FDOT #57STONE

RESILIENTCONNECTOR

HEAT SHRINK SEAL (TYP)

PUMP BASE PLATE(SEE DETAIL)

CONCRETE BASE TO SLOPE 14" PER FOOT

FLANGED COUPLING ADAPTER RJ

CHECK VALVE W/ LEVER &WEIGHT

TEE WITH BLIND FLANGE

60°

316 SS PIPE SUPPORT (SEE DETAIL)

VALVE VAULT MAY BE CORED INTHE FIELD

4"

12

GEOFABRIC LINER(60 MIL)

1

C

8"

12"

P Q

S

7"

3"

24" MIN

9"

12"MIN.

3"

316 SS(TYP)

DI PIPE

316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

45

BID SUBMITTAL

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic/Transportation

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION),

AND/OR AS SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL.

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL AND VALVE VAULT PRECAST

STRUCTURES. THE CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR EXISTING WET WELLS, VALVE VAULTS AND MANHOLES, THE INSIDE SHALL BE LINED WITH A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER. FINAL SEALS AND

SEALING TO BE MADE IN THE FIELD.

5. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

6. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM, WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE"

STAMPED (ETCHED) ON THE TOP SIDE.

7. ALL HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL.

8. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

9. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE

PIPE ENTER OR LEAVE THE WET WELL AND/OR VALVE VAULT. PENETRATIONS THROUGH WET WELL AND VALVE VAULT SHALL BE A COMPRESSION TYPE SEAL, SUCH AS

"LINK-SEAL", OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D.

10. ALL CONNECTIONS WITHIN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE CONNECTION TO

THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D110).

11. ALL PIPING WITHIN THE WET WELL AND VALVE VAULT SHALL BE STAINLESS STEEL 316 SCHEDULE 40.

12. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES, WITH MINIMUM CLEARANCE, AS SHOWN FOR 6" DIAMETER PIPE, OR SMALLER.

13. PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL, PROVIDED AND INSTALLED TO SUPPORT AND ANCHOR THE PIPING SECURELY IN THE VALVE VAULT.

14. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING

PUMPS, CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

15. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

17. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

18. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP, AND VALVE VAULT SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, RISERS AND THE VALVE VAULT, TO THE ENGINEER.

19. 100-YEAR FLOOD ELEVATION: OUT OF THE 100-YEAR FLOOD ZONE (100-YEAR FLOOD ELEVATION IS 58).

20. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

21. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

22. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"8'

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: ABSMODEL: __________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: _____________

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

47.18

61.6861.4355.4354.9354.4348.7148.3647.94

41780

225 8.86

XFP100E CB1 60HZ

100115

44080

2403

15

XFP100E CB1

60

3.15

.761.18

56"72"

27

P300

NONE75689

SAB

GCM

SAB/DEM

PS 3586 Details.dwg

P.S. 3586 DONNY BROOKEPUMP PLAN, SECTION AND DETAIL SCOTT A. BREITENSTEIN

57402

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND

THE CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM

SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S.

HARDWARE.

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPESLENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENINGVALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"8'

SEE NOTE 1

ELEVATION

ABCD

EFGHI

TUVWX

SEE NOTE 1SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: FLYGTMODEL:__________________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: _____________

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

47.18

61.6861.4355.4354.9354.4348.7148.3647.94

41735

214 8.43NP 3127 HT 3 ADAPTIVE 488

84122

90073

2403

15

NP 3127 HT 3

22.5

3

.761.18

56"72"

H

8"

3'

I

OUTLINE OFACCESSOPENING

CABLEHOLDER

F

G

12" MIN

TO THE FUTURE SCADA PANEL

WALL SLEEVE AND COMPRESSION SEAL

1" SCH 80 PVC CONDUIT

2" M

IN

DD

(TYP)

(TYP)

12"(TYP) 8"

8"

E

DD

MIN

N

PROTECTIVE FRP LINER

6" DIP 6" PVC

NOTE:AN ADDITIONAL 1" PVC CONDUIT IS NEEDED FROM THE RPZ TO SCADA PANEL.

30" X 30" CONCRETECOLLAR 6" THICK

RESTRAINEDJOINT (TYP)

WALL SLEEVE & COMPRESSION SEAL (TYP) PRESSURE GAUGE

PLUG VALVE (SEE NOTE 3)

FLANGED RISER

ALUMINUM ACCESS HATCHW/ LOCKSET AND RECESSEDHANDLE

EMERGENCY PUMP OUT CONNECTIONFEMALE QUICK CONNECT ANDCHAIN-LOCK CAP (MIN. 6").POSITION/ROTATION PER COUNTYREPRESENTATIVE (SHOWN ROTATED90° FOR CLARITY)

PRECASTCONCRETE TOP

3" SCH 80 PVC VALVEVAULT DRAIN (SLOPEDRAIN PIPE 1/2 " PERFOOT)

PVC INFLUENTPIPE SDR 26

HEAVY DUTY TYPE 316 SSLIFTING CHAIN (SEE NOTE 1)

2" MIN DIA SCH 40 TYPE 316SS DUAL SLIDE RAIL(PER MANUFACTURER)

POWER CABLE

PROTECTIVE FRP LINER

LIQUID LEVELCONTROLS

UNDISTURBED SOIL OR SELECTED COMMON FILLCOMPACTED TO 98% MAX DENSITY PER AASHO T-180

ALUMINUM ACCESS HATCHW/LOCKSET AND RECESSEDHANDLE

4" 316 SS (TYP) GOOSENECK VENT WITH SS SCREEN

A

4"

9"

R

B

36"

36"

ELEV. T

PET COCK VALVE

VALVE BOX & COVER

6" S

CH

40

3

16 S

S

GROUT

ELEV Z

# 6 -12 OC EW

ELEV X

BASE ELBOW

HIGH LEVEL ALARMS

LAG PUMP ON

BOTH PUMPS OFF

LEAD PUMP ON

MIN.

MIN

.

ELEV V

ELEV Y

ELEV X

ELEV W6" DIP 6" PVC

PLUG VALVE MJ TEE

FINISHED GRADE ELEV. U

(SEE NOTE 4)

(SEE NOTE 5)

SECOND HIGH LEVELALARM (SEE NOTE 7)

FDOT #57STONE

RESILIENTCONNECTOR

HEAT SHRINK SEAL (TYP)

PUMP BASE PLATE(SEE DETAIL)

CONCRETE BASE TO SLOPE 14" PER FOOT

FLANGED COUPLING ADAPTER RJ316 SS TO D.I. TRANSITION RESTRAINED FLANGE ADAPTER

CHECK VALVE W/ LEVER &WEIGHT316 SS

(TYP)DI PIPE

TEE WITH BLIND FLANGE

60°

316 SS PIPE SUPPORT (SEE DETAIL)

VALVE VAULT MAY BE CORED INTHE FIELD

4"

12

GEOFABRIC LINER(60 MIL)

1

C

8"

12"

P

Q

S

7"3"

24" M

IN

9"

12"MIN.

3"

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:PROFESSIONAL ENGINEERFLORIDA LICENSE #

LINE IS 2 INCHES

AT FULL SIZE(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

45

BID SUBMITTAL

Architects

Engineers

Environmental

Landscape Architects

M / E / P

Planners

Structural

Surveyors

Traffic/Transportation

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN ATTACHED

TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND THE

CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE.

NOTES:1. EACH PUMP SHALL BE FITTED WITH 6 FEET (6'-0") OF TYPE 316 SS 3/4" CHAIN

ATTACHED TO THE LIFTING MECHANISM AND AIRCRAFT RATED 1/4" SS CABLE PROVIDED BETWEEN THE CABLE HOLDER AND THE

CHAIN.2. WALL SLEEVE AND COMPRESSION SEALS SHALL BE COMPATIBLE WITH LINER.3. IF PV=4 IN, LEVER OPERATED; IF PV>4 IN, WHEEL OPERATED.4. ELEVATION X - ELEVATION Z ≥ 5 FEET.5. PUMP OFF ELEVATION TO BE PER MANUFACTURER'S MINIMUM SUBMERGENCE.6. SEE FIGURE A402-1 FOR DESCRIPTIONS OF DIMENSION SYMBOLS.7. INSTALLED TO PROVIDE DRY CONTACT FOR SCADA.8. ALL FLANGES: PIPE, VALVES AND APPURTENANCES SHALL HAVE 316 S.S. HARDWARE.

DESIGN SPECIFICATIONS

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPES

LENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENING

VALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ON

LEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"6'

SEE NOTE 1

ELEVATION

ABCD

EFGH

I

TUVWX

SEE NOTE 1

SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: ABSMODEL: _________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: _______ __

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

56.7556.50

1775259

300525

104

XFP 100G CB1

94

DESIGN SPECIFICATIONS

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPES

LENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENING

VALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SYMBOL DIMENSION

8"6'

SEE NOTE 1

ELEVATION

ABCD

EFGH

I

TUVWX

SEE NOTE 1

SEE NOTE 1SEE NOTE 1

SEE NOTE 1

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

18"12"

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: _________

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

NP 3153 HT 3 463

100

60"

72"

44.20

50.5149.6549.1545.7045.2944.97

60"

72"

56.7556.50

44.20

50.5149.6549.1545.7045.14

-0.6080.944

.771.09

DESIGN SPECIFICATIONS

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPES

LENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENING

VALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ON

LEAD PUMP ON / INFLUENT PIPE INVERT

ABCD

EFGH

I

TUVWX

MANUFACTURER: ABSMODEL: _____ ____IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

4

10.2XFP 100G CB1 60HZ

130

4803

15.43 7/8

DESIGN SPECIFICATIONS

DESCRIPTION

THICKNESS OF WALLDIAMETER OF WET WELLWIDTH OF BOTTOM FILLETC/L OF WET WELL TO C/L OF PIPES

LENGTH OF PUMP ACCESS OPENINGWIDTH OF PUMP ACCESS OPENINGCENTER OF WET WELL TO EDGE OF HATCHVALVE BOX HATCH OPENING

VALVE BOX HATCH OPENING

TOP OF WET WELLFINISHED GRADEHIGH LEVEL ALARMSLAG PUMP ONLEAD PUMP ON / INFLUENT PIPE INVERT

SEE NOTE 1

ABCD

EFGH

I

TUVWX

SEE NOTE 1

SEE NOTE 1SEE NOTE 1

SEE NOTE 1

MANUFACTURER: FLYGTMODEL: ___________________IMP: _________DIA: _________MM.SPEED: _________RPMDISCHARGE SIZE: _________IN

PUMPS OFF (TOP OF PUMP VOLUTE)

FLOOR OF WET WELL

Y

Z

LIP WIDTH OF WETWELL BASETHICKNESS OF WETWELL BASE

RS

VOLTAGE: _________VPHASE: _________H.P.: _________MAX. SOLID SIZE (3 IN MIN): _______INCURVE NUMBER: ___________________

SHUT OFF HEAD: FEET TDHHIGH HEAD CONDITION: GPM AT FEET TDHMINIMUM HEAD CONDITION: GPM AT FEET TDH

STEP HEIGHT (IF REQUIRED) QBOTTOM OF PUMP TO FLOOR OF WET WELL P

41760

26410.38

126292

1100

4803

20

NP 3153 HT 3 463

30

3

-.77

28

P400

NONE75689

SAB

GCM

SAB/DEM

PS 3278 Detail.dwg

P.S. 3278 TREE RIDGEPUMP PLAN, SECTION AND DETAIL SCOTT A. BREITENSTEIN

57402

GENERAL NOTES:

1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL (LATEST EDITION), AND/OR AS

SPECIFIED HEREIN.

2. ALL EXPOSED METAL OUTSIDE OF THE WET WELL SHALL BE IN ACCORDANCE WITH THE ORANGE COUNTY UTILITIES STANDARDS AND SPECIFICATIONS MANUAL.

3. A CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE ADDED TO THE CONCRETE DURING THE MIXING CYCLE FOR THE WET WELL AND VALVE VAULT PRECAST STRUCTURES. THE

CRYSTALLINE WATER PROOFING ADMIXTURE SHALL BE APPROVED PRODUCT AS LISTED IN OCU APPENDIX D.

4. FOR EXISTING WET WELL AND MANHOLES, THE INSIDE SHALL BE LINED WITH A FIBERGLASS REINFORCED POLYESTHER (FRP) LINER, FINAL SEALS AND SEALING TO BE MADE IN THE FIELD.

5. FOR NEW CONSTRUCTION, THE INSIDE OF THE WET WELL, VALVE VAULT AND MANHOLES SHALL BE LINED WITH EITHER A HIGH DENSITY POLYETHYLENE (HDPE) LINER A FIBERGLASS

REINFORCED POLYESTHER (FRP) LINER, OR AN ACCEPTABLE EQUAL AS LISTED IN OCU APPENDIX D. FINAL SEALS AND SEALING TO BE MADE IN THE FIELD.

6. WET WELL ACCESS OPENING SHALL BE COVERED ON ALL FOUR VERTICAL SIDES WITH A PROTECTIVE LINER.

7. WET WELL ACCESS HATCH AND COVER SHALL BE ALUMINUM, WITH 316 STAINLESS STEEL HARDWARE AND LOCK BRACKET PLATE WITH THE WORDS "CONFINED SPACE" STAMPED (ETCHED)

ON THE TOP SIDE.

8. ALL HARDWARE IN THE WET WELL SHALL BE 316 STAINLESS STEEL.

9. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

10. ALL PIPING AND CONDUIT PENETRATIONS THROUGH CONCRETE SHALL BE WATERTIGHT. CAST-IN-PLACE SLEEVES SHALL BE PLACED IN ALL OPENINGS WHERE PRESSURE PIPE ENTER OR

LEAVE THE WET WELL AND/OR VALVE VAULT. PENETRATIONS THROUGH WET WELL AND VALVE VAULT SHALL BE A COMPRESSION TYPE SEAL, SUCH AS "LINK-SEAL", OR AN ACCEPTABLE

EQUAL AS LISTED IN OCU APPENDIX D.

11. ALL CONNECTIONS WITHIN THE WET WELL AND THE VALVE VAULT SHALL BE FLANGED JOINTS. ALL REMAINING JOINTS BETWEEN THE WET WELL AND THE CONNECTION TO THE EXISTING

FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS. (SEE TABLE ON DETAIL SHEET D110).

12. ALL PIPING WITHIN THE WET WELL AND VALVE VAULT SHALL BE STAINLESS STEEL 316 SCHEDULE 40.

13. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES, WITH MINIMUM CLEARANCE, AS SHOWN FOR 6" DIAMETER PIPE, OR SMALLER.

14. PIPE SUPPORTS SHALL BE 316 STAINLESS STEEL, PROVIDED AND INSTALLED TO SUPPORT AND ANCHOR THE PIPING SECURELY IN THE VALVE VAULT.

15. CONTRACTOR SHALL, AS DIRECTED BY THE COUNTY REPRESENTATIVE, REMOVE AND SALVAGE TO THE COUNTY, ALL EXISTING PUMP STATION EQUIPMENT, INCLUDING PUMPS,

CHECK VALVES, SHUTOFF VALVES, AND CONTROL PANEL.

16. CONTRACTOR SHALL DEMOLISH AND REMOVE FR0M SITE ALL DEBRIS RESULTING FROM THE REMOVAL OF THE EXISTING STRUCTURES.

17. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO ORDERING ANY MATERIALS OR EQUIPMENT.

18. CONTRACTOR SHALL GROUT FLOOR OF WET WELL, AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS, TO ACCOMMODATE INSTALLATION OF THE NEW PUMPS.

19. STRUCTURAL DESIGN OF THE PRECAST WET WELL, TOP, AND VALVE VAULT SHALL BE THE RESPONSIBILITY OF THE PRECAST MANUFACTURER. CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR THE PRECAST WET WELL, THE PRECAST WET WELL TOP AND HATCH COVER, RISERS AND THE VALVE VAULT, TO THE ENGINEER.

20. 100-YEAR FLOOD ELEVATION: OUT OF THE 100-YEAR FLOOD ZONE, (100 YEAR FLOOD ELEVATION IS 53).

21. ALL EXTERNAL JOINTS SHALL BE COVERED WITH A HIGH STRENGTH, WATER TIGHT, PRESS-TO-SEAL TYPE TAPE/AS LISTED IN OCU APPENDIX D.

22. A SECOND HIGH LEVEL ALARM LIQUID FLOAT SHALL BE INSTALLED TO PROVIDE DRY CONTACT FOR SCADA. REFER TO PUMP CONTROL SCHEMATIC.

23. ALL SPOOLS SHALL BE MINIMUM OF SIX INCHES WHERE SPACE ALLOWS.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALIGNMENT FROM THE BASE PLATE TO THE RISER PLATE AT NO EXTRA COST TO OCU.