EWRF_Electrical_and_Fuel_Storage_Improvements:_Drawing-_Plans_.pdf

BOARD OF COUNTY COMMISSIONERS

JERRY L. DEMMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

EMILY BONILLA

DISTRICT 5

VICTORIA SIPLIN

DISTRICT 6

BYRON W. BROOKS, AICP

COUNTY ADMINISTRATOR

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

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 97390

CIP FUNDING CODE:

1538-0029

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.

ORANGE COUNTY UTILITIES DEPARTMENT

ENGINEERING DIVISION

9150 CURRY FORD ROAD

ORLANDO, FLORIDA 32825

(407) 254-9900

EWRF ELECTRICAL AND FUEL STORAGE IMPROVEMENTS

BID SUBMITTAL

OCTOBER 2025

AutoCAD SHX Text This document has been electronically signed and sealed by Ferdinand A. Vasquez, P.E. Printed copies of this document are not considered signed and sealed. The signature must be verified on the electronic document.

AutoCAD SHX Text No. 69248

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

FERDINAND VASQUEZ, P.E.

AutoCAD SHX Text

FLORIDA REGISTRATION #69248

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9150 CURRY FORD ROAD ORLANDO, FL. 32825

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LOCATION MAP

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LOCATES SUNSHINE ONE CALL----------------------------------- 800-432-4770

ELECTRIC DUKE ENERGY-------------------------------------------- 407-398-6670

GAS TECO PEOPLES GAS------------------------------------ 407-420-6609

FIBER OPTIC COMMCAST COMMUNICATIONS--------------------- 407-312-5944

FIBER OPTIC LEVEL 3 COMMUNICATIONS--------------------------- 720-888-2061

PHONE BRIGHT HOUSE NETWORKS-------------------------- 407-532-8509, 407-532-8520

UTILITIES ORANGE COUNTY DISPATCH ------------------------ 407-254-9798 (24-HR ASSISTANCE)

EMERGENCY NUMBERS

PHONE CENTURY LINK--------------------------------------------- 407-815-5344, 407-557-6766 PHONE MCI------------------------------------------------------------- 972-729-6016

PHONE SMART CITY TELECOM---------------------------------- 407-828-6648

PHONE TW TELECOM------------------------------------------------ 407-215-6895

GENERAL NOTES

1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY

OF INCLUDING, BUT NOT LIMITED TO; WATER MAINS, WASTEWATER FORCE MAINS, GRAVITY

MAINS, RECLAIMED WATER MAINS, ELECTRIC, GAS, CABLE TV, TELECOMMUNICATIONS,

STORM WATER, FIBER OPTIC AND OTHER UNDERGROUND FACILITIES. MAIN LOCATIONS

SHOWN ON PLANS MAY NOT BE EXACT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING EXISTING UTILITY LOCATIONS.

2. SHOULD A PIPE EMERGENCY OCCUR, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

OCU DISPATCH OPERATOR (407-836-2777) AND THE OCU INSPECTOR.

3. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTION SECTION, FIELD

SERVICES DIVISION AT LEAST 10 CALENDAR DAYS PRIOR TO COMMENCEMENT OF THE

CONSTRUCTION PROJECT BY CALLING (407) 254-9798.

4. THE CONTRACTOR SHALL NOTIFY THE OCU CONSTRUCTION INSPECTOR IN ACCORDANCE

WITH TABLE 4110-1 "UTILITIES' SCHEDULE OF NOTIFICATIONS IN THIS MANUAL.

5. THE MATERIALS, PRODUCTS, AND CONSTRUCTION OF ALL UTILITIES CONNECTING TO THE

OCU SYSTEM SHALL BE IN CONFORMANCE WITH THE STANDARDS, AND CONSTRUCTION

SPECIFICATIONS, AND APPENDIX D IN THIS MANUAL.

6. ALL EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO; WATER MAINS, FORCE MAINS, RECLAIMED WATER MAIN, SANITARY GRAVITY PIPES, STORM WATER PIPES, ELECTRIC, TELEPHONE, GAS, CABLE TV AND OTHER UTILITY FACILITIES WITHIN THE LIMITS OF THE

PROJECT WILL BE SUPPORTED AND PROTECTED AGAINST DAMAGE DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL ADJUST ALL EXISTING OCU MAINS AND FACILITIES IN CONFLICT

WITH NEW GRADE, NEW OR ALTERED ROADWAYS, SIDEWALKS, DRIVEWAYS, CURBS, OR

STORM WATER IMPROVEMENTS. OCU FACILITIES TO BE ADJUSTED INCLUDE, BUT ARE NOT

LIMITED TO; PIPELINES, PUMP STATIONS, VALVE BOXES, AIR RELEASE VALVES, FIRE

HYDRANTS, MANHOLE COVERS, AND METERS. ALL ADJUSTMENTS SHALL BE MADE TO

CURRENT STANDARDS.

8. ONLY OCU PERSONNEL SHALL OPERATE EXISTING OCU WATER, WASTEWATER, AND

RECLAIMED WATER VALVES. THE CONTRACTOR IS RESPONSIBLE FOR OPERATING ANY

NEWLY INSTALLED VALVE THAT HAS NOT BEEN CLEARED FOR USAGE BY FDEP AND OCU. THE

CONTRACTOR SHALL COORDINATE VALVE OPERATION WITH THE OCU INSPECTOR. FOR

OPERATION OF MAINS NOT OWNED BY OCU, IT IS THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE WITH THE APPROPRIATE UTILITY REPRESENTATIVE.

9. CONSTRUCTION ACTIVITIES SHALL NOT CAUSE INTERRUPTIONS IN WATER, WASTEWATER, OR

RECLAIMED WATER SERVICE. THE CONTRACTOR SHALL COORDINATE PRE-APPROVED

INTERRUPTIONS OF SERVICE WITH THE OCU INSPECTOR 7 WORKING DAYS IN ADVANCE AND

WRITTEN NOTICE SHALL BE GIVEN TO AFFECTED CUSTOMERS AT LEAST 4 WORKING DAYS IN

ADVANCE.

10.THE CONTRACTOR SHALL PROVIDE FOR BYPASSING AND / OR HAULING OF WASTEWATER

DURING APPROVED INTERRUPTIONS OF WASTEWATER FLOWS AND CONNECTIONS. THE

CONTRACTOR SHALL SUBMIT A BYPASS OR HAUL PLAN, REVIEWED AND APPROVED BY A

PROFESSIONAL ENGINEER TO OCU DEVELOPMENT ENGINEERING AND TO THE INSPECTOR

FOR APPROVAL PRIOR TO IMPLEMENTATION BY CONTRACTOR.

11. ALL VALVES INSTALLED AS PART OF THIS CONSTRUCTION PROJECT SHALL REMAIN CLOSED

DURING CONSTRUCTION. KEEP VALVES ON ALL WET TAPS CLOSED UNTIL CLEARED BY FDEP.

DO NOT CONNECT NEWLY CONSTRUCTED WATER MAINS TO ANY EXISTING WATER MAINS

UNLESS CLEARED BY FDEP AND OCU.

12.THE CONTRACTOR SHALL PROVIDE A JUMPER ASSEMBLY WITH AN APPROVED BACKFLOW

PREVENTER FOR MAKING TEMPORARY CONNECTIONS TO AN EXISTING POTABLE WATER

SOURCE IN ORDER TO CHLORINATE AND FLUSH NEW WATER MAINS WITH POTABLE WATER.

ANY TEMPORARY POTABLE WATER CONNECTIONS TO RECLAIMED WATER OR FORCE MAIN

SHALL ALSO BE EQUIPPED WITH AN APPROVED BACKFLOW PREVENTER.

13.FOR PVC PIPE, NO JOINT DEFLECTION OR PIPE BENDING IS ALLOWED. ALIGNMENT CHANGE

SHALL BE MADE ONLY WITH FITTINGS.

14.FOR DIP PIPE, LONG RADIUS CURVES, EITHER HORIZONTAL OR VERTICAL, MAY BE INSTALLED

WITH STANDARD PIPE BY DEFLECTIONS AT THE JOINTS. MAXIMUM DEFLECTIONS AT PIPE

JOINTS, FITTINGS AND LAYING RADIUS FOR THE VARIOUS PIPE LENGTHS SHALL NOT EXCEED

75 PERCENT OF THE PIPE MANUFACTURER'S RECOMMENDATION.

15.FOR APPROVED PVC OR HDPE PIPE USED IN A HORIZONTAL DIRECTIONAL DRILL

INSTALLATION, THE CURVATURE AND/OR DEFLECTION SHALL NOT EXCEED THE PARAMETERS

ESTABLISHED IN THIS MANUAL.

16. ALL DAMAGE TO ORANGE COUNTY INFRASTRUCTURE, PIPELINES, AND ASSETS SHALL BE

REPAIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE WITH AN

APPROVED METHOD BY THE COUNTY. IF THE REPAIR IS NOT PERFORMED IN A TIMELY

MANNER, AS DETERMINED BY THE ORANGE COUNTY UTILITY INSPECTOR, ORANGE COUNTY

MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES

ASSOCIATED WITH THE REPAIR.

17.THE CONTRACTOR SHALL BE LIABLE FOR ANY AND ALL SANITARY SEWER OVERFLOWS (SSO)

ASSOCIATED WITH THE WORK, REGARDLESS OF FAULT. THE CONTRACTOR WILL BE

ASSESSED PENALTIES FOR ANY AND EACH SSO AS SPECIFIED IN SECTION 3110, GENERAL

CONSTRUCTION REQUIREMENTS.

STRUCTURAL GENERAL NOTES

GENERAL STRUCTURAL CRITERIA

1. STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE

ONCE IN SERVICE. NO CONSIDERATION FOR STABILITY AND SHORING

IS ASSUMED BY THE ENGINEER DURING THE BUILDING PROCESS. IT

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS BY

DETERMINING AND IMPLEMENTING ERECTION PROCEDURES AND

SEQUENCE OF CONSTRUCTION. THIS INCLUDES TEMPORARY

BRACING AND SHORING AS WELL AS SOIL STABILIZATION AND

PROTECTIVE MEASURES FOR ADJACENT EXISTING CONSTRUCTION.

2. STRUCTURAL DRAWINGS SHALL BE UTILIZED CONCURRENTLY WITH

DRAWINGS OF OTHER DISCIPLINES TO CONSULT INFORMATION NOT

EXPLICITLY INDICATED ON STRUCTURAL DRAWINGS.

3. CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITIONS

PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIALS AND

LABOR, FABRICATION, AND CONSTRUCTION WORK. WHERE

DISCREPANCIES EXIST, NOTIFY ENGINEER OF SUCH DISCREPANCIES

IN WRITING VIA A REQUEST FOR INFORMATION / INTERPRETATION

(RFI) BEFORE PROCEEDING WITH THE WORK IN THE AFFECTED AREA

IN QUESTION.

4. NO STRUCTURAL MEMBER OR COMPONENT SHALL BE CUT, NOTCHED,

OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY

STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR ANY AND ALL COSTS INCURRED BY STRUCTURAL ENGINEER FOR

REVIEW OF SUCH DEVIATIONS AND IMPLEMENTATION OF

APPROPRIATE SOLUTIONS.

5. PRIOR TO COMMENCING WORK, THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR REVIEWING AND COORDINATING WITH THE

SUB-CONTRACTORS WORK INDICATED ON STRUCTURAL DRAWINGS

WITH DRAWINGS OF OTHER DISCIPLINES.

6. THE STRUCTURAL DRAWINGS ARE REPRESENTATIVE OF THE

FINISHED STRUCTURE. THE STRUCTURAL ENGINEER SHALL NOT BE IN

RESPONSIBLE CHARGE AND CONTROL OF CONSTRUCTION MEANS,

METHODS, PROCEDURES AND CONSTRUCTION TECHNIQUES, AND

JOBSITE SAFETY. THIS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

7. THE STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS HAVING

CONTROL, CHARGE, AND RESPONSIBILITY FOR THE ACTS AND

OMISSIONS AND FOR FAILURE OF THE CONTRACTOR, SUB-

CONTRACTOR, AND OTHER PERSONS PERFORMING THE WORK TO

CARRY OUT SUCH WORK IN ACCORDANCE WITH THE STRUCTURAL

DRAWINGS AND COLLECTIVE CONTRACT DOCUMENTS.

8. PERIODIC SITE OBSERVATION BY THE STRUCTURAL ENGINEER AND

HIS / HER REPRESENTATIVES IS SOLELY FOR THE PURPOSE OF

DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN

GENERAL ACCORDANCE WITH THE STRUCTURAL DRAWINGS AND

SPECIFICATIONS. THIS LIMITED SITE OBSERVATION SHALL NOT BE

CONSTRUED AS AN INSPECTION, EXHAUSTIVE, OR CONTINUOUS

OBSERVATION TO VERIFY THE QUALITY AND QUANTITY OF THE WORK.

DESIGN CRITERIA

1. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH:

FLORIDA BUILDING CODE 2023 EDITION 8 AS ADOPTED AND

SUPPLEMENTED BY LOCAL REGULATIONS AND ASCE 7-22 MINIMUM

DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.

2. REFER TO DRAWINGS OF OTHER DISCIPLINES FOR DIMENSIONS AND

ELEVATIONS NOT INDICATED ON STRUCTURAL DRAWINGS. NOTIFY

ENGINEER OF DISCREPANCIES PRIOR TO EXECUTION OF WORK.

3. NO PROVISIONS HAVE BEEN MADE FOR FUTURE VERTICAL AND/OR

HORIZONTAL ADDITIONS, MODIFICATIONS, AND/OR EXPANSIONS

EXCEPT AS SHOWN ON THE STRUCTURAL DRAWINGS.

EXISTING STRUCTURE

1. INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE

DRAWINGS WAS TAKEN FROM THE FOLLOWING:

PREPARED BY: AECOM

ENTITLED: ORANGE COUNTY - EWRF - PHASE IV-C IMPROVMENTS

MAIN ELECTRICAL/BLOWER BUILDING

DATE: 02/28/09

2. WORK SHOWN ON THESE DRAWINGS ASSUMES THAT THE ORIGINAL

CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE

INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO)

DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY

THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR

CONFLICTS.

DEMOLITION NOTES

1. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL TEMPORARY

SCAFFOLDING, PLATFORMS, BARRICADES, RAILINGS, SCREENING,

ETC. NECESSARY TO PROTECT EXISTING FACILITIES, STRUCTURES

AND THE PUBLIC DURING DEMOLITION AND ERECTION OF THE NEW

CONSTRUCTION, AS WELL AS FOR JOB SAFETY. JOB SAFETY,

CONSTRUCTION AND DEMOLITION PROCEDURES ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR IS

REQUIRED TO TAKE ALL PRECAUTIONS TO MINIMIZE VIBRATION,

NOISE, DUST AND DEBRIS IN ALL AREAS ADJACENT TO AREAS OF

DEMOLITION.

2. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE OWNER

FOR THE TEMPORARY SUSPENSION OF USE OF ANY FACILITY OR

PORTION THEREOF, AND THE ASSOCIATED BARRICADING

REQUIREMENTS WITHIN A MINIMUM OF 7 DAYS PRIOR TO

COMMENCING WORK.

3. THE CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A

MANNER, WHICH WILL NOT CONFLICT WITH ANY OPERATION, WHICH

IS TO REMAIN FUNCTIONAL DURING THE COURSE OF THE PROJECT,

UNTIL SUCH OPERATION IS SCHEDULED TO BE SHUT DOWN.

4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH OWNER FOR

THE TEMPORARY SUSPENSION OF USE OF ANY UTILITY SYSTEM, A

MINIMUM OF 3 DAYS PRIOR TO COMMENCING WORK.

5. AT ALL LOCATIONS WHERE NEW CONSTRUCTION WILL INTERFACE

WITH EXISTING ELEMENTS, CUT THROUGH EXISTING STRUCTURE IN

STRAIGHT AND TRUE LINES TO INSURE A NEAT INTERFACE.

6. AT ALL LOCATIONS WHERE THE DEMOLITION OF A CONCRETE

MEMBER LEAVES THE ENDS OF REINF STEEL EXPOSED, PROVIDE THE

FOLLOWING:

A. CHIP CONCRETE FROM AROUND THE STEEL TO A DEPTH OF 1”.

B. CUT OFF REINF STEEL NOT LESS THAN 3/4” BELOW THE

CONCRETE SURFACE.

C. FILL THE CAVITY FLUSH WITH A HIGH MODULUS GEL EPOXY.

7. BEFORE DEMOLISHING ANY STRUCTURAL ELEMENT, INSTALL ALL

REQUIRED TEMPORARY AND/OR PERMANENT BRACING AND

SUPPORTS.

8. REMOVE COMPLETELY FROM THE SITE AND LEGALLY DISPOSE ALL

DEBRIS GENERATED BY THE DEMOLITION WORK AS THE WORK

PROGRESSES. STOCKPILING OF DEBRIS AND BURNING OF DEBRIS

ON THE PREMISES IS STRICTLY PROHIBITED.

MISCELLANEOUS

1. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL

AND ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE TO

RESIST ALL LOADS. ATTACHMENT SHALL BE MADE SO AS NOT TO

OVERSTRESS STRUCTURAL MEMBERS. COORDINATE THE

ATTACHMENTS AND LOCATIONS OF THE EQUIPMENT WITH ALL

DISCIPLINES AND MANUFACTURER.

2. SUBSTITUTION OF EXPANSION ANCHORS FOR ADHESIVE ANCHORS OR

EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE

PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER IN

ADVANCE.

3. THE CONTRACTOR SHALL PROVIDE THE FOLLOWING SERVICES AS

PART OF THE CONSTRUCTION SCOPE OF WORK:

A. VERIFICATION OF ALL DIMENSIONS, ELEVATIONS, OPENING

SIZES, MECHANICAL EQUIPMENT WEIGHTS PRIOR TO

STARTING WORK.

B. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO

SUBMITTAL, NOTING CHANGES MADE WHICH DO NOT COMPLY

WITH DESIGN DRAWINGS.

EQUIPMENT ANCHORS PER

EQUIPMENT MANUFACTURERS

REQUIREMENTS

REFER TO ELECTRICAL PLANS & SPECIFICATIONS FOR EQUIPMENT

REQUIREMENTS, PAD SIZE, ACCESSORIES, AND LOCATIONS.

M

IN

3/4" CHAMFERED EDGE

EQUIP SIZE +6" ALL AROUND

EXISTING 10" THICK SLAB ON GRADE

NEUTRAL GROUND

RESISTOR (NGR)

EQUIPMENT. ASSUMED

500 LBS. SEE ELECTRICAL

AND MANUFACTURER FOR

FURTHER INFORMATION.

#5@6" OC EW T&B

4000 PSI CONCRETE EQUIPMENT PAD

PROVIDE ROUGHENED SURFACE & APPLY EPOXY

BONDING AGENT PRIOR TO PLACING PAD

In c h e s

/2

/4

1 2 3 4

D

C

B

A

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CADD FILE:FLORIDA LICENSE #

PROFESSIONAL ENGINEER

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STRUCTURAL NOTES AND DETAILS

EWRF ELECTRICAL AND MECHANICAL UPGRADES PRD

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S-601

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3/4" = 1'-0"S-601

1 NGR EQUIPMENT PAD

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EWRF ELECTRICAL AND MECHANICAL UPGRADES

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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

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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

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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

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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

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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

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EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

C:

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12.47 KV GENERATOR SWITCHGEAR

FRONT VIEW ELEVATIONS E-007

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

P.C.

F.D.

W.N.

E-007 12.47KV GEN SWGR ELEV.DWG

EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

C:

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MAIN ELECTRICAL/BLOWER BUILDING SWITCHGEAR

ROOM ELECTRICAL PLAN E-008

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

P.C.

F.D.

W.N.

E-008 MAIN ELECT BLWR BLDG.DWG

EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

C:

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MAIN ELECTRICAL/BLOWER BUILDING GENERATOR

ROOM POWER PLAN E-009

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

P.C.

F.D.

W.N.

E-009 ELEC_BLWR BLDG GEN PWR.DWG

EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

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

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ELECTRICAL DETAILS-1 E-010

9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

P.C.

F.D.

W.N.

E-010 ELECTRICAL DETAILS-1.DWG

EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

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

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ELECTRICAL DETAILS-2 E-011

DRAWING NO. :

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

P.C.

F.D.

W.N.

E-011 ELECTRICAL DETAILS-2.DWG

EWRF ELECTRICAL AND MECHANICAL UPGRADES

SCALE: AS NOTED

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

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

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D oc um en ts

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