O28617_BID_SET.pdf

BYRON W. BROOKS, A.I.C.P.

COUNTY ADMINISTRATOR

ED TORRES, M.S., P.E., LEED AP

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 102138

CIP FUNDING CODE:

4420-038-1555-0027-6310

PLANS PREPARED BY:

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS.

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

MICHAEL "MIKE" SCOTT

DISTRICT 6

SWRF EFFLUENT 4160V VFD

FAILURES AND REPLACEMENT

October 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452 www.cphcorp.com Building Better

Communities Together

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28617\Civil\DWG\_Current_Plan_Set\O28617 Cover.dwg November 11, 2024

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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

NTS

LOCATION MAP

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 102138

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28617\Civil\DWG\_Current_Plan_Set\O28617 Location Map and Index of Drawings.dwg September 29, 2025

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KJL

PD

SAB

O28617

SWRF

SITE

EFFLUENT 416OV VFD

FAILURES & REPLACEMENT

4760 W. SANDLAKE ROAD

W. SAND LAKE RD.

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UNIVERSAL BLVD.

DESTINATION PKWY.

LOCATION MAP AND

DRAWING INDEX

DRAWING INDEX

TITLEDWG. NO.

COVER SHEETG-100

SHEET NO.

LOCATION MAP AND DRAWING INDEXG-2002 OF 11

GENERAL NOTES, ABBREVIATIONS AND LEGENDG-3003 OF 11

AS SHOWN

G-200

ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONSE-001

OVERALL SITE PLANE-002

EXISTING 4160 VOLT SINGLE LINE DIAGRAM (DEMOLITION)E-0036 OF 11

EXISTING 4160 VOLT SINGLE LINE DIAGRAM (MODIFICATIONS)E-0047 OF 11

ELEMENTARY DIAGRAME-0058 OF 11

EXISTING EFFLUENT PUMP STATION POWER PLAN (DEMOLITION)E-0069 OF 11

EXISTING EFFLUENT PUMP STATION POWER PLAN (MODIFICATIONS)E-00710 OF 11

ELECTRICAL DETAILSE-00811 OF 11

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: 102138

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

www.cphcorp.com Building Better

Communities Together

CPH, LLC

A Full Service A & E Firm

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

J:\O28617\Civil\DWG\_Current_Plan_Set\O28617 General Notes.dwg September 29, 2025

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O28617

GENERAL NOTES,

ABBREVIATIONS AND LEGEND

AS SHOWN

G-300

ABBREVIATIONS

AC ASBESTOS CEMENT

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASPH. ASPHALT

ASSEM. ASSEMBLY

BE BURIED ELECTRIC

BL BASELINE

B.M. BENCHMARK

B.O. BLOWOFF

BT BURIED TELEPHONE

B.F.V. BUTTERFLY VALVE

CATV CABLE TELEVISION

C.B. CATCH BASIN

C.F.S. CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTERLINE

C.M. CONCRETE MONUMENT

C.M.P. CORRUGATED METAL PIPE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCT

CONT. CONTINUOUS

CORP. CORPORATION

C.V. CHECK VALVE

C.Y. CUBIC YARD

DBL. DOUBLE

DHW DESIGN HIGH WATER

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DWLS. DOWELS

DWG. DRAWING

ELEC ELECTRIC

EA. EACH

EFF EFFLUENT

ELEV. ELEVATION

EMB. EMBED OR EMBEDDED

E/P EDGE OF PAVEMENT

ESMT. EASEMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

F.D. FLOOR DRAIN

F.D.E.P. FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION

F.D.O.T. FLORIDA DEPT. OF

TRANSPORTATION

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

FLG. FLANGE

FL. FLOW LINE

FM FORCEMAIN

FT. FEET

FTG. FOOTING

GA GAUGE

GAL. GALLONS

GEN. GENERATOR

GRD. GROUND

G.S.P. GALVANIZED STEEL PIPE

GM GAS MAIN

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HDWL. HEADWALL

HT. HEIGHT

HP HIGH POINT

HORIZ. HORIZONTAL

H.W.L. HIGH WATER LEVEL

I.D. INSIDE DIAMETER

IN. INCHES

INV. INVERT

I.P. IRON PIPE

I.R. IRON ROD

J.B. JUNCTION BOX

JUNC. JUNCTION

LAT. LATERAL

LF LINEAR FEET

REF: REFERENCE MADE TO AN APPLICABLE

SECTION(S) OF THE TECHNICAL

SPECIFICATIONS FOR THIS PROJECT.

LEGEND

GUY WIRE AND ANCHOR EXISTING STORM PIPE

CAP EXISTING BURIED TELEPHONE

PLUG EXISTING FIBER OPTIC CABLE

BENCHMARK EXISTING BURIED ELECTRIC

TREE (TYPE & SIZE NOTED) EXISTING OVERHEAD ELECTRIC

SHRUB EXISTING CABLE TV (BURIED)

PROPOSED ELEVATION EXISTING ELEVATION

PROPOSED FORCE MAIN EXISTING FORCE MAIN

PROPOSED GRAVITY MAIN EXISTING GRAVITY MAIN

PROPOSED WATER SERVICE EXISTING WATER MAIN

PROPOSED CHAIN-LINK FENCE EXISTING CHAN-LINK FENCE

PROPOSED WOOD FENCE EXISTING WOOD FENCE

PROPOSED POWER POLE EXISTING POWER POLE

PROPOSED MANHOLE (SPECIFY) EXISTING MANHOLE (SPECIFY)

PROPOSED VALVE (SPECIFY) EXISTING VALVE (SPECIFY)

PROPOSED WATER METER EXISTING WATER METER

PROPOSED BACK-FLOW EXISTING BACK-FLOW

PREVENTER PREVENTER

AKA ALSO KNOWN AS L.S. LIFT STATION

LT LEFT

L.W.L. LOW WATER LEVEL

MAX. MAXIMUM

MATL MATERIAL

M.H. MANHOLE

MIN. MINIMUM

MOD MODIFIED

M.O.T. MAINTENANCE OF TRAFFIC

M.J. MECHANICAL JOINT

N.G. NATURAL GROUND

NO. NUMBER

NPW NON-POTABLE WATER

N.T.S. NOT TO SCALE

O.C.U. ORANGE COUNTY UTILITIES

O.D. OUTSIDE DIAMETER

O.H.E. OVERHEAD ELECTRIC

O.U.C. ORLANDO UTILITY COMMISSION

PAVT. PAVEMENT

P.B. PULL BOX

PG. PAGE

P.I. POINT OF INTERSECTION

PL PROPERTY LINE

POLY. POLYETHYLENE

PP POWER POLE

PROP. PROPOSED

PS PUMP STATION

P.S.I. POUNDS PER SQUARE INCH

P.U.E. PERMANENT UTILITY EASEMENT

PV PLUG VALVE

RAD. PT. RADIUS POINT

R RADIUS

RCP REINFORCED CONCRETE PIPE

REINF. REINFORCED

REQ. REQUIRED

RPZ REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RT. RIGHT

RW RECLAIMED WATER

R/W RIGHT OF WAY

SAN. SANITARY SEWER

SCH. SCHEDULE

S.D. STORM DRAIN

S.F. SQUARE FEET

ENVIRONMENTAL PROTECTION

SHT. SHEET

TRANSPORTATION

SPECS. SPECIFICATIONS

SQ. SQUARE

SS STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

S.Y. SQUARE YARDS

TEL TELEPHONE

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEMP. TEMPORARY

THD. THREADED

THK. THICK

TYP. TYPICAL

U.G. UNDERGROUND

VAC VOLTABE ALTERNATING CURRENT

VCP VITRIFIED CLAY PIPE

VDC VOLTAGE DIRECT CURRENT

VERT. VERTICAL

V.V.H. VERIFIED VERTICALLY &

HORIZONTALLY

W/ WITH

WM WATERMAIN

W/M WATER METER

WP WALL PIPE

WS WATER SERVICE

W.S. WATER SURFACE

WWF WELDED WIRE FABRIC

"X" SPOT ELEVATION

FKA FORMALLY KNOWN AS

I.E. INVERT ELEVATION

BCL BURRIED CABLE LINE

GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY CONTACTS

AND PHONE NUMBERS.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTION OF ALL REQUIREMENTS OF

REGULATORY AGENCY PERMITS WITH REGARD TO CONSTRUCTION ACTIVITIES AND RELATED

CONDITIONS.

3. ADVANCE NOTIFICATION OF CONSTRUCTION

THE ORANGE COUNTY UTILITY CONSTRUCTION SECTION (407) 254-9798, SHALL BE NOTIFIED AT LEAST

SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY.

4. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE RPR.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, PANELS, ETC. THAT ARE DEMOLISHED, DISASSEMBLED, OR REMOVED, PER

SECTION 02080 OF THE SPECIFICATION MANUAL OF THIS PROJECT.

6. FINISHED GRADE ELEVATION AT THE BUILDING FACE WHERE NOT ADJACENT TO PAVEMENT SHALL BE

APPROXIMATE 6 INCH BELOW FINISHED FLOOR ELEVATIONS UNLESS OTHERWISE NOTED.

7. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A CAR (CONSTRUCTION ADMINISTRATION REQUEST) TO THE OWNER'S REPRESENTATIVE FOR ANY INTERACTION REQUIRING THE INVOLVEMENT OF THE

OWNER'S OPERATIONAL STAFF INCLUDING BUT NOT LIMITED TO THE FOLLOWING EXAMPLES:

EXISTING VALVE ACTUATION, PROCESS INTERRUPTION, EQUIPMENT OPERATION INTERRUPTION, POWER INTERRUPTIONS, FLOW DIVERSIONS, TRAINING. THE CONTRACTOR WILL NOT HAVE

CONTRACT WITH THE OPERATIONS STAFF WITHOUT OWNER'S REPRESENTATIVE'S KNOWLEDGE.

THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO PROVIDE A CAR AT HIS DISCRETION. UNLESS OTHERWISE NOTED BY THE OWNER'S REPRESENTATIVE, A CAR SHALL BE SUBMITTED A MINIMUM OF SEVEN (7) CALENDAR DAYS IN ADVANCE OF THE INTENDED

OPERATION NOTED WITHIN THE CAR. UNLESS OTHERWISE NOTED WITHIN THE CONTRACT

DOCUMENTS, FOR ALL ACTIVITIES AFFECTING TREATMENT PROCESS OPERATION, A CAR SHALL BE

SUBMITTED A MINIMUM OF THIRTY (30) DAYS IN ADVANCE OF THE SCHEDULED ACTIVITY.

UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, THE SCHEDULE FOR PERFORMING WORK WHICH WILL REQUIRE SHUTTING DOWN A UNIT PROCESS MUST BE COORDINATED WITH THE

OWNER BY CAR SUBMITTAL A MINIMUM OF SIXTY (60) DAYS IN ADVANCE

OF THE SCHEDULE ACTIVITY. REFERENCE A BLANK COPY OF THE FORM IN APPENDIX B OF THE

SPECIFICATIONS.

8. ALL WORK AND MATERIAL SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION OR AS INDICATED IN THE PROJECT

SPECIFICATIONS OR DRAWINGS.

9. THE EXISTING PROCESS FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE CONSTRUCTION ACTIVITIES. INDIVIDUAL PROCESS FACILITIES CAN BE TAKEN OUT OF SERVICE FOR

LIMITED PERIODS OF TIME AS COORDINATED WITH THE COUNTY.

10. CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK. SHOULD HE BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY, SUCH AS CRACKS AND MOVEMENTS, ETC., HE/SHE

SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER.

11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AT CONTRACTOR'S EXPENSE BEFORE STARTING ANY WORK OR ORDERING ANY MATERIAL. DO NOT BEGIN CONSTRUCTION UNLESS AND UNTIL A WRITTEN

PERMIT HAS BEEN ISSUED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE.

SUBMIT ORIGINAL COPIES TO OWNER BEFORE PROCEEDING.

12. THE CONTRACTOR SHALL PROTECT PROPERTY FROM DEBRIS AND DUST, WITHIN WORKING AREA.

13. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL AND ELECTRICAL

DRAWINGS WHERE APPLICABLE.

DEMOLITION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUPPORT, SECURE, REMOVE IF NECESSARY, AND

REINSTALL ANY EXISTING MECHANICAL EQUIPMENT PRIOR TO ANY DEMOLITION ACTIVITIES.

2. ANY DAMAGE TO EXISTING STRUCTURES TO REMAIN OR ADJACENT AREAS, SHALL BE RECTIFIED TO

THE SATISFACTION OF THE OWNER AT THE CONTRACTOR'S EXPENSE.

3. DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS SHALL BE DONE IN AN ORDERLY MANNER WITH

THE LEAST POSSIBLE DISRUPTION TO THE OPERATION OF THE FACILITIES.

4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERS REPRESENTATIVE AND ENGINEER

REGARDING HOURS FOR DEMOLITION, REMOVAL OF DEBRIS, DELIVERY AND STORAGE OF MATERIAL, ACCESS AND EGRESS, ETC.

5. AT COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL CLEAN AREAS OF ANY

ACCUMULATION OF DEBRIS, MATERIALS, DIRT, ETC., RESULTING FROM DEMOLITION OPERATIONS. IT IS NOT PERMITTED TO ALLOW DEBRIS TO ACCUMULATE AND IT SHALL BE REMOVED FROM THE SITE AS

SOON AS POSSIBLE.

6. DO NOT REMOVE NON-DAMAGED SOUND MATERIAL. THE EXACT EXTENT OF DEMOLITION SHALL BE

ESTABLISHED BY SOUNDING THE DAMAGED AREA.

7. DEMOLITION SHALL BE PERFORMED BY QUALIFIED AND EXPERIENCED PERSONNEL. DEMOLITION

OPERATIONS SHALL BE PERFORMED IN AN ORDERLY AND CONTROLLED MANNER TO PREVENT

HAZARDS TO PERSONNEL AND PROPERTY.

8. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO

PERFORM ALL OPERATIONS REQUIRED FOR THE DEMOLITION, REMOVAL, CUTTING AND ALTERATION

OF WORK SHOWN ON THE DRAWINGS.

9. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL NECESSARY FALSEWORK, SHORING, BRACING, WEDGING AND ANY OTHER TEMPORARY CONSTRUCTION REQUIRED. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING THIS OPERATION. THE

CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING

STRUCTURE AND IS RESPONSIBLE FOR SITE SAFETY AND PROTECTION OF THE PUBLIC, WORKMEN

AND PROPERTY DURING ALL PHASES OF THE WORK.

UTILITIES ORANGE COUNTY DISPACT --------------- 407-836-2777 (24-HR ASSISTANCE)

WASTEWATER ORANGE COUNTY UTILITIES (O. C. U.) ----------- 407-254-9680

EMERGENCY NUMBERS

REF: REFERENCE MADE TO THE LATEST BUILDING CODE

POLE_IDPOLE_ID

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

B

ID

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WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

ELECTRICAL SYMBOLS, NOTES

AND ABBREVIATIONS E-001

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Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

B

ID

S E

T

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

OVERALL SITE PLAN E-002

C:

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Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

E-003

EXISTING 4160 VOLT

SINGLE LINE DIAGRAM

(DEMOLITION)

C:

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\N ic ol eB ar ne s\ El ec tri ca l D es ig n As so ci at es

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Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

E-004

EXISTING 4160 VOLT

SINGLE LINE DIAGRAM

(MODIFICATIONS)

C:

\U se rs

\N ic ol eB ar ne s\ El ec tri ca l D es ig n As so ci at es

\A

CT

IV

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Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

B

ID

S E

T

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

ELEMENTARY DIAGRAM E-005

C:

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Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

E-006

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Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

EXISTING EFFLUENT

PUMP STATION POWER PLAN

(MODIFICATIONS) E-007

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Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision Revision www.cphcorp.com1

8 SWRF EFFLUENT 4160V VFD

FAILURE & REPLACEMENT

Orlando, Florida O28617

FEBRUARY 2025

WCN

JNG

NTB

C 2025

1117 East Robinson Street Orlando, FL 32801 Ph: 407.425.0452

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

Surveyor No. LB7143 Architect. No. AA26000926 Landscape No. LC000298

Building Better Communities Together

B

ID

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WILLIAM C. NELSON, P.E.

P.E. LIC. # 42017

6965 PIAZZA GRANDE AVE., STE. 311

PHONE: (407) 745-5604

C.O.A. No. 8079

FAX: (407) 745-5603

WILLIAM C. NELSON, P.E.

Florida P.E. No. 42017

ORLANDO, FLORIDA 32835

02/2025 BID SUBMITTAL

ELECTRICAL DETAILS E-008

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