WATER CONSERV II WRF

BNR SYSTEM

BLOWER IMPROVEMENTS

CITY OF ORLANDO

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DEPARTMENT OF PUBLIC WORKS

PROJECT NO.: WAS0039_P

BUDDY DYER

MAYOR

JIM GRAY

COMMISSIONER DISTRICT 1

TONY ORTIZ

COMMISSIONER DISTRICT 2

ROBERT F. STUART

COMMISSIONER DISTRICT 3

PATTY SHEEHAN

COMMISSIONER DISTRICT 4

SHAN ROSE

COMMISSIONER DISTRICT 5

COREY F. KNIGHT, P.E.

DIRECTOR OF PUBLIC WORKS

CHRISTOPHER ANDRES, P.E.

WATER RECLAMATION DIVISION MANAGER

KRISTINA L. FRIES, P.E.

PROJECT MANAGER

LOCATION MAPVICINITY MAP

N

L B McLEOD RD

P R

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NOVEMBER 2025

BAKARI F. BURNS

COMMISSIONER DISTRICT 6

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

Communities Together

Plans Prepared By:

State of Florida Licenses:

Engineer No. 3215

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

PROJECT LOCATION

5420 L B MCLEOD RD

ORLANDO, FL 32811

PROJECT LOCATION

5420 L B MCLEOD RD

ORLANDO, FL 32811

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

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CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

SIGNATURE SHEET G-1A

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL.

EDUARDO AVILES, P.E.

P.E. LIC. # 85877

CPH CONSULTING, LLC

EDUARDO AVILES, P.E.

FLORIDA REGISTRATION NUMBER 85877

500 W. FULTON ST.

SANFORD, FL 32771

CERTIFICATE OF AUTHORIZATION NO. 3215

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE

61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL.

WILLIAM C. NELSON, P.E.

P.E. LIC. # 42012

ELECTRICAL DESIGN ASSOCIATES

WILLIAM C. NELSON, P.E.

FLORIDA REGISTRATION NUMBER 42012

6965 PIAZZA GRANDE AVE., STE. 311

ORLANDO, FL 32835

CERTIFICATE OF AUTHORIZATION NO. 8079

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE

61G15-23.004, F.A.C.

THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY: THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY:

ON THE DATE ADJACENT TO THE SEAL.

DAVID E. MAHLER, P.E.

P.E. LIC. # 50041

CPH CONSULTING, LLC

DAVID E. MAHLER, P.E.

FLORIDA REGISTRATION NUMBER 59505

1117 E. ROBINSON ST.

ORLANDO , FL 32801

CERTIFICATE OF AUTHORIZATION NO. 3215

THE ABOVE NAMED PROFESSIONAL ENGINEER

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE

61G15-23.004, F.A.C.

ON THE DATE ADJACENT TO THE SEAL.

CPH CONSULTING, LLC

SIDNEY K. (KET) WEST II, AIA

FLORIDA REGISTRATION NUMBER AR102902

1117 E. ROBINSON STREET

ORLANDO , FL 32801

CERTIFICATE OF AUTHORIZATION NO. 3215

THE ABOVE NAMED REGISTERED ARCHITECT

SHALL BE RESPONSIBLE FOR THE FOLLOWING

SHEETS IN ACCORDANCE WITH RULE

616-16.003, FAC.

STRUCTURAL INDEX

S1 BNR BLOWER BUILDING STRUCTURAL FLOOR PLAN, SECTIONS, & GENERAL

NOTES

S2 BNR BLOWER BUILDING STRUCTURAL ROOF PLAN & SECTIONS

ELECTRICAL INDEX

E-1 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS

E-2 BNR BLOWER BUILDING DISTRIBUTION SINGLE LINE DIAGRAM (DEMOLITION)

E-3 BNR BLOWER BUILDING DISTRIBUTION SINGLE LINE DIAGRAM (IMPROVEMENTS)

E-4 C2-BB-SWG-MTM FRONT VIEWS (DEMOLITION AND IMPROVEMENTS)

E-5 EXISTING BNR BLOWER BUILDING POWER PLAN (DEMOLITION)

E-6 EXISTING BNR BLOWER BUILDING POWER PLAN (IMPROVEMENTS)

E-7 ELECTRICAL DETAILS

I-1 INSTRUMENTATION SYMBOLS, NOTES, AND ABBREVIATIONS

I-2 BLOWER 1 P&ID

I-3 BLOWER 2 P&ID

I-4 BLOWERS 4 AND 5 P&ID

I-5 BLOWER 3 P&ID

I-6 PROCESS BLOWERS NETWORK ARCHITECTURE

ARCHITECTURAL INDEX

A-1 SHEET INDEX AND ARCHITECTURAL DRAWINGS CONVENTIONS

A-2 GENERAL INFORMATION AND ARCHITECTURAL ABBREVIATIONS

A-3 DEMOLITION FLOOR PLAN / ELEVATION

A-4 ROOF DEMOLITION PLAN

A-5 FLOOR PLAN / ELEVATIONS - NEW CONSTRUCTION

A-6 BNR BUILDING ROOF PLAN - NEW CONSTRUCTION

A-7 BNR BUILDING - ROOF DETAILS

A-8 DOOR SCHEDULE AND DOOR DETAILS

CIVIL INDEX

G-1 COVER

G-1A SIGNATURE SHEET

G-2 INDEX OF SHEETS, SYMBOLS AND ABBREVIATIONS

G-3 GENERAL NOTES

G-4 OVERALL SITE PLAN AND KEY PLAN

D-1 BNR BLOWER BUILDING DEMOLITION PLAN

D-2 BNR BLOWER BUILDING DEMOLITION SECTION

M-1 BNR BLOWER BUILDING IMPROVEMENTS - VIEW

M-2 BNR BLOWER BUILDING IMPROVEMENTS - SECTION AND DETAILS

M-3 CONSTRUCTION SEQUENCE - STEPS 1 & 2

M-4 CONSTRUCTION SEQUENCE - STEPS 3 & 4

M-5 CONSTRUCTION SEQUENCE - STEPS 5 & 6

M-6 BNR BLOWER BUILDING, PIPING & EQUIPMENT - ISOMETRIC VIEW

SIDNEY K. (KET) WEST II, AIA

FL LIC. # AR102902

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED ON ANY

ELECTRONIC COPIES.

kwest Florida Arch Seal kwest Stamp

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

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CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

INDEX OF SHEETS, SYMBOLS,

AND ABBREVIATIONS

Standard Abbreviations

EXISTING PIPE (EXPOSED)

EXISTING PIPE (HIDDEN)

PROPOSED PIPE (EXPOSED)

PROPOSED PIPE (HIDDEN)

MECHANICAL JOINT

FLANGED JOINT

FLEXIBLE COUPLING WITH

FLANGED COUPLING ADAPTER

COUPLING

ELBOW UP

ELBOW DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

TEE DOWN

TEE UP

UNION

BLIND FLANGE

Typical Valve Symbols

GATE VALVE

BALL OR GLOBE VALVE

PLUG VALVE

CHECK VALVE

BUTTERFLY VALVE

SOLENOID VALVE

PRESSURE REGULATING VALVE

THRUST TIES

General Piping Symbols

CAP OR PLUG

PRESSURE GAUGE LOCATIONS

EXISTING PIPE (ABANDONED)

NOTE: VALVES MAY BE DRAWN WITH DIFFERENT JOINT

CONNECTIONS (FLANGED SHOWN)

SCHEDULE OF PIPE MATERIALS

FLOW STREAM ID SERVICE EXPOSURE MATERIAL CLASS /SCHEDULE JOINTS LINING TEST PRESSURE SPEC SECTION

PA PROCESS AIR, 4 IN AND

LARGER EXPOSED 316 SST PIPE SCH 10S

FLANGED, WELDED, AND

COUPLINGS AS SHOWN ON

DRAWINGS

NONE 25 PSI 15066

NOTES:

1. STAINLESS STEEL PIPE IS NOT TO BE PAINTED.

2. PRESSURE TESTING IS TO USE PNEUMATIC METHOD USING AIR. REFER TO SECTION 15044.

Detail and Section Identification

DETAIL NUMBER

DRAWING NUMBER

ON WHICH DETAIL

IS DRAWN

DRAWING NUMBER

ON WHICH DETAIL

IS TAKEN

DETAIL SECTION

LETTER

DRAWING NUMBER

ON WHICH SECTION

IS DRAWN

DRAWING NUMBER

ON WHICH SECTION

IS TAKEN

GENERAL

G-1 COVER SHEET

G-1A SIGNATURE SHEET

G-2 INDEX OF SHEETS, SYMBOLS, AND ABBREVIATIONS

G-3 GENERAL NOTES

G-4 OVERALL SITE PLAN AND KEY PLAN

DEMOLITION

D-1 BNR BLOWER BUILDING DEMOLITION PLAN

D-2 BNR BLOWER BUILDING DEMOLITION SECTION

MECHANICAL

M-1 BNR BLOWER BUILDING IMPROVEMENTS - VIEW

M-2 BNR BLOWER BUILDING IMPROVEMENTS - VIEW AND DETAILS

M-3 CONSTRUCTION SEQUENCE - STEPS 1 & 2

M-4 CONSTRUCTION SEQUENCE - STEPS 3 & 4

M-5 CONSTRUCTION SEQUENCE - STEPS 5 & 6

M-6 BNR BLOWER BUILDING, PIPING, & EQUIPMENT - ISOMETRIC VIEW

ARCHITECTURAL

A-1 SHEET INDEX AND ARCHITECTURAL DRAWINGS CONVENTIONS

A-2 GENERAL INFORMATION AND ARCHITECTURAL ABBREVIATIONS

A-3 DEMOLITION FLOOR PLAN / ELEVATION

A-4 ROOF DEMOLITION PLAN

A-5 FLOOR PLAN / ELEVATIONS - NEW CONSTRUCTION

A-6 BNR BLOWER BUILDING ROOF PLAN - NEW CONSTRUCTION

A-7 BNR BLOWER BUILDING - ROOF DETAILS

A-8 DOOR SCHEDULE AND DOOR DETAILS

STRUCTURAL

S-1 BNR BLOWER BUILDING STRUCTURAL FLOOR PLAN, SECTIONS & GENERAL NOTES

S-2 BNR BLOWER BUILDING STRUCTURAL ROOF PLAN AND SECTIONS

ELECTRICAL

E-1 ELECTRICAL SYMBOLS, NOTES, AND ABBREVIATIONS

E-2 BNR BLOWER BUILDING DISTRIBUTION SINGLE LINE DIAGRAM (DEMOLITION)

E-3 BNR BLOWER BUILDING DISTRIBUTION SINGLE LINE DIAGRAM (IMPROVEMENTS)

E-4 C2-BB-SWG-MTM FRONT VIEWS (DEMOLITION AND IMPROVEMENTS)

E-5 EXISTING BNR BLOWER BUILDING POWER PLAN (DEMOLITION)

E-6 EXISTING BNR BLOWER BUILDING POWER PLAN (IMPROVEMENTS)

E-7 ELECTRICAL DETAILS

INSTRUMENTATION

I-1 INSTRUMENTATION SYMBOLS, NOTES, AND ABBREVIATIONS

I-2 BLOWER 1 P&ID

I-3 BLOWER 2 P&ID

I-4 BLOWERS 4 & 5 P&ID

I-5 BLOWER 3 P&ID

I-6 PROCESS BLOWERS NETWORK ARCHITECTURE

Index of Sheets # Number & And @ At AASHTO American Association of State Highway and Transportation Officials AB Anchor Bolts ACI American Concrete Institute ACT Actual ADA Americans with Disabilities Act/Americans Disability Association ADD'L Additional ADJ Adjacent AFF Above Finished Floor AISI American Iron and Steel Institute AL or ALUM Aluminum ALT. Alternate ANSI American National Standards Institute ARCH. Architectural ASCE American Society of Civil Engineers ASPH Asphalt ASTM American Society for Testing and Materials AWS American Welding Society AWWA American Water Works Association BF Blind Flange BFV Butterfly Valve BLDG Building BLK Block BM Bench Mark or Beam BMPs Best Management Practices BNR Biological Nutrient Removal BOT Bottom BRG Bearing BT Buried Telephone BTU British Therman Unit/Biological Treatment Unit BV Ball Valve CF Cubic Feet CFS Cubic Feet per Second CIP Cast Iron Pipe or Cast in Place CJ Control or Construction Joint CL Centerline CLF Chain Link Fence CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONN Connection CONST Construction CONT Continued COV Cover(ed) CTR Center CV Check Valve CY Cubic Yard ID Identification/Inside Diameter INF Influent INS Insulation INT Interior INV Invert IP Iron Pipe ISO Isometric L Length LB or LBS American Pound(s) LF Linear Feet LGTH Length LOC Location LT Light LW Lightweight MANU Manufacturer MAT or MATL Material MAX Maximum MCC Motor Control Center MECH Mechanical MFR Manufacturer MG Million Gallon MGD Million Gallons per Day MIN Minimum MISC Miscellaneous MJ Mechanical Joint N/C Normally Closed N/O Normally Open NAVD North American Vertical Datum NIC Not in Contract NOM Nominal

NPW Non-Potable Water NS Near Side NTS Not to Scale NWL Normal Water Level OC On Center OD Outside Diameter OHU Overhead Utility PA Process Air PC Precast PE Polyethylene/Plain End PL Plate PLY Plywood PP Power Pole PREFAB Prefabricated PROP Proposed PSF Pounds per Square Foot PSI Pounds per Square Inch PT Pressure Treated PV Plug Valve PVC Polyvinyl Chloride PVMT Pavement PW Potable Water R Radius or Radiant R/W Right-of-way RAS Return Activated Sludge RCP Reinforced Concrete Pipe RD Roof Drain RED Reducer REF Reference REIN Reinforced REL Relocate or Relocated REQ, REQ'D OR REQ'T Require, Required, or Requirement REUSE Reuse Water RT Right RWM Reclaimed Water Main SAN Sanitary SCH Schedule SEC Section SF Square Feet SPEC Specification SQ Square SS or SST StainlessSteel STA Station STD Standard STR Structural SW or S/W Sidewalk SWD Side Water Depth SWPPP Stormwater Pollution Prevention Plan SY Square Yards SYM Symmetric T/Top of TBM Temporary Benchmark TH Thick THRU Through or Through-out TOF Top of Floor TRANS Transverse TYP Typical UE Underground Electric UG Underground UT Underground Telephone UV Ultra-violet VAC Vacuum VENT Ventilation VERT Vertical W Width W/ With W/O Without WAS Waste Activated Sludge WJ Welded Joint WL Water Line WM Water Main WWF Welded Wire Fabric YD Yard

G-2

DETAIL TITLE

SECTION TITLE

SCALE: XXXXXXX

SCALE: XXXXXXX

CROSS SECTION

LETTER

SHEET CROSS

SECTION IS FOUND

ON

SHEET CROSS

SECTION IS TAKEN

FROM

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

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CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

GENERAL NOTES G-3

WATER CONSERV II

PHONE: 407-246-2151

PLANT CONSTRUCTION RULES

1. NORMAL BUSINESS HOURS ARE 7:00 AM TO 3:30 PM. HOWEVER THE FACILITY OPERATES 24 HOURS, 7 DAYS/WEEK.

2. THE MAINTENANCE SUPERVISOR, LUIS RAMOS, WILL BE THE PLANT CONTACT, IF LUIS RAMOS IS NOT

AVAILABLE, THE PLANT MANAGER WILL REPRESENT THE FACILITY.

3. ALL CONTRACTOR PERSONNEL MUST OBTAIN & WEAR AT ALL TIMES A PICTURE ID SUPPLIED BY

CONTRACTOR.

4. ALL CONSTRUCTION RELATED EMPLOYEES WILL ENTER AND EXIT THROUGH THE CONSTRUCTION

GATE. CONTACT THE CONTRACTOR REPRESENTATIVE FOR ENTRY. COMPANY PHOTO ID OF A VALID

CONTRACTOR OR SUB CONTRACTOR IS REQUIRED. THE CONTRACTOR REPRESENTATIVE WILL

MAINTAIN A LIST OF EMPLOYEES, SUB-CONTRACTORS AND VENDORS.

5. BE SURE YOU ARE AWARE OF THE DIFFERENCE IN WATER LINES. POTABLE (DRINKING WATER) AND

RECLAIMED (REUSE WATER FROM PLANT EFFLUENT). REUSE LINES ARE ALL MARKED/PAINTED

PANTONE 522C LAVENDER.

6. NO FIREARMS, ALCOHOL, OR DRUGS ON PREMISES.

7. PLACE SIGNS SO DELIVERIES CAN BE MADE TO THE CONSTRUCTION SITE. LOCATIONS TO BE

APPROVED BY MAINTENANCE SUPERVISOR. PLANT PERSONNEL WILL NOT ACCEPT CONSTRUCTION

DELIVERIES.

8. MAXIMUM SPEED LIMIT THROUGHOUT THE PLANT IS 15 MPH. FULL STOP AT ALL STOP SIGNS IS

REQUIRED. THE SPEED LIMIT SHALL BE STRICTLY ENFORCED.

9. VEHICLES AND SECURITY: ALL VEHICLES WILL BE PARKED IN ASSIGNED AREAS ONLY AND SHOULD

BE LOCKED AT ALL TIMES. CITY WILL NOT BE RESPONSIBLE.

10. MATERIAL STORAGE IN CONTRACTOR'S TRAILERS: THE CITY IS NOT RESPONSIBLE FOR SECURITY.

11. CONFINE CONSTRUCTION PERSONNEL TO THE JOB SITE.

12. EMERGENCY SERVICES BY CITY OF ORLANDO POLICE AND FIRE DEPARTMENTS ARE 9-911.

13. CONSTRUCTION PERSONNEL, EXCEPT FOR EMERGENCIES, WILL NOT USE PLANT PHONES.

14. COORDINATE ALL ELECTRICAL/PIPE CONNECTIONS THROUGH MAINTENANCE SUPERVISOR OR

PLANT MANAGER.

15. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR HIS EMPLOYEES AND SUBCONTRACTORS

EMPLOYEES FOLLOWING PLANT RULES AND VEHICULAR SAFETY.

16. CONTRACTOR WILL FURNISH PORTABLE RESTROOMS. CONTRACTOR PERSONNEL WILL NOT USE

RESTROOMS IN THE PLANT.

17. THE CONTRACTOR'S PERSONNEL WILL NOT USE PLANT LUNCHROOM OR GYM.

18. A LIST OF SUBCONTRACTORS WILL BE GIVEN TO THE PLANT MANAGER.

19. A LIST OF EMERGENCY PHONE NUMBERS WILL BE GIVEN TO THE PLANT MANAGER.

20. NO ONE IS ALLOWED IN THE AREA OF THE CHLORINE HANDLING FACILITY DURING CHLORINE TANK

CHANGES. PLANT PERSONNEL WILL PLACE SIGNS IN STREETS DURING THESE CHANGE OUT TIMES.

PRIOR TO WORK COMMENCING AN EMERGENCY PLAN WILL BE REVIEWED WITH CONTRACTOR.

CHLORINE CHANGE OUTS AND DELIVERIES GENERALLY OCCUR WEEKLY. ADVANCE NOTICE WILL BE

GIVEN TO THE CONTRACTOR.

21. NO OPEN FIRES ON PLANT GROUNDS.

22. SMOKING IN DESIGNATED AREAS ONLY.

23. TRASH, RUBBLE, ETC. SHOULD BE REMOVED FROM THE PROJECT DAILY. DURING HURRICANE

SEASON, THE CONTRACTOR WILL BE RESPONSIBLE FOR SECURING CONSTRUCTION MATERIALS

DURING STORM EVENTS.

24. CONTRACTORS WILL SUPPLY THEIR OWN DRINKING WATER AND ICE FOR THEIR PERSONNEL.

25. THERE IS A STORM WATER POLLUTION PREVENTION PLAN IN EFFECT AT THIS FACILITY, WHICH

MUST BE FOLLOWED.

TELEPHONE NUMBERS (AFTER HOURS)

KEITH JORDAN PLANT MANAGER 407-325-5653

LUIS RAMOS MAINT. SUPERVISOR 407-709-3778

JOSHUA REYES CHIEF OPERATOR 407-272-7476

GENERAL CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL PLAN AND SCHEDULE THE SEQUENCE OF WORK IN ORDER TO PREVENT

UNNECESSARY DELAYS OR COSTS ASSOCIATED WITH CRITICAL PATH ITEMS OF THE WORK.

2. RESTORE ALL PROPERTY AND INFRASTRUCTURE, INCLUDING UTILITIES DISTURBED BY

CONSTRUCTION OPERATIONS TO THE CONDITIONS WHICH EXISTED PRIOR TO CONSTRUCTION OR

BETTER. THE COST OF SUCH RESTORATION SHALL BE INCLUDED IN THE CONTRACTOR'S BID. ANY DAMAGE TO EXISTING PROPERTY, UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE REPAIRED

AT THE CONTRACTOR'S EXPENSE IN A MANNER AS DIRECTED BY THE ENGINEER AND OWNER.

REMOVE AND REPLACE ALL PIPE, CONDUIT AND CULVERTS DAMAGED DURING CONSTRUCTION, AT

NO EXPENSE TO THE OWNER. THE CONTRACTOR SHALL REMOVE AND REPLACE OR TEMPORARILY

RELOCATE, STORM SEWERS, CULVERTS AND OTHER UTILITIES AS REQUIRED DURING THE

INSTALLATION OF THE PROJECT WORK. THE CONTRACTOR SHALL PROVIDE A TEMPORARY MEANS

OF CONVEYING STORMWATER. WHERE TEMPORARY SUPPORT OF UTILITIES IS REQUIRED, THE

CONTRACTOR SHALL PAY ALL ASSOCIATED COSTS AND COORDINATE WITH THE OWNER AND

ENGINEER.

3. CURRENT ADA STANDARDS SHALL BE UPHELD AT ALL TIMES.

4. ANY SIDEWALK OR CURBING DISTURBED SHALL BE RESTORED TO FULL WIDTHS AND LENGTHS

(DEFINED BY EDGES OF THE SIDEWALK AND / OR THE NEAREST CONTROL JOINTS OR EXPANSION JOINTS). PARTIAL PATCHING OF SIDEWALKS AND CURBING SHALL NOT BE ACCEPTABLE. PAVEMENT

FINISHES, THICKNESS AND GRADES SHALL MATCH THE EXISTING SIDEWALK.

5. THE CONTRACTOR IS REQUIRED TO BRING ANY DESIGN DISCREPANCIES TO THE IMMEDIATE

ATTENTION OF THE ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION OR AS SOON AS

DISCOVERED.

6. BEFORE A CONNECTION IS TO BE MADE TO AN EXISTING PIPE OR MANHOLE, THE CONTRACTOR SHALL EXCAVATE THE AREA TO VERIFY THE TYPE, SIZE, ELEVATION, AND CONDITION OF THE PIPE

AND/OR MANHOLE, AND OBTAIN THE ENGINEER'S APPROVAL FOR THE PROPOSED CONNECTION

METHOD, UNLESS OTHERWISE DETAILED IN THE SPECIFICATIONS OR DRAWINGS.

7. LOCATE ALL UTILITIES / FACILITIES PRIOR TO THE START CONSTRUCTION BY CONTACTING

SUNSHINE 811.

8. THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS A MINIMUM OF SEVEN (7) WORKING DAYS PRIOR TO COMMENCING CONSTRUCTION. RECORDS OF ALL NOTICES SHALL BE SUBMITTED TO THE

ENGINEER UPON REQUEST.

9. UNDER NO CIRCUMSTANCE SHALL THE ACTIVITIES OF THE CONTRACTOR OR HIS

SUBCONTRACTORS CAUSE ANY INTERRUPTIONS TO THE SERVICE OR OPERATION OF EXISTING

UTILITIES WITHOUT WRITTEN AUTHORIZATION FROM AN AUTHORIZED REPRESENTATIVE OF THE

UTILITY COMPANY OR OWNER. ANY PIPING OR OTHER UTILITIES WHICH CAN BE REMOVED DURING

CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED

BY THE CONTRACTOR WITH THE PERMISSION OF THE ENGINEER AND THE UTILITY OWNER.

CONTRACTOR SHALL COPY ENGINEER ON ALL CORRESPONDENCE WITH UTILITY OWNER.

10. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES AND STRUCTURES ARE APPROXIMATE. WHILE CONSIDERABLE EFFORT HAS BEEN MADE BY THE CITY, THE SURVEYOR, THE VARIOUS UTILITY COMPANIES AND THE ENGINEER TO ACCURATELY LOCATE EXISTING LINES AND APPURTENANCES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS, ELEVATIONS AND DIMENSIONS BY UTILIZING EXPLORATORY EXCAVATION, WHICH SHALL BE MADE 7 DAYS OR 1000 FEET IN ADVANCE OF THE WORK, WHICHEVER IS GREATER. IF THERE IS A POTENTIAL

CONFLICT, THE CONTRACTOR IS TO NOTIFY THE ENGINEER IMMEDIATELY. CONTRACTOR SHALL

MAKE EVERY EFFORT TO AVOID OR RESOLVE CONFLICTS AND COORDINATE RELOCATIONS BY THE

UTILITY OWNERS. NO CLAIMS FOR DELAYS WILL BE PAID UNLESS THIS PROCEDURE HAS BEEN

FULLY FOLLOWED. ANY DAMAGE TO UTILITIES, STRUCTURES AND/OR SERVICES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE, IN A MANNER APPROVED BY AND COORDINATED WITH

THE PLANT MANAGER. THE CONTRACTOR SHALL COORDINATE WITH THE PLANT MANAGER ON ALL

UTILITY WORK, PLANT INTERRUPTIONS VIA THE ENGINEER AND CONSTRUCTION MANAGER AT

LEAST 72 HOURS IN ADVANCE OF ANY PLANNED EVENT UNLESS OTHERWISE SPECIFIED.

11. ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST GOOD JOINT. ALL SAW

CUTTING SHALL BE WET CUT TO CONTROL DUST.

12. THE OWNER SHALL PROVIDE THE SERVICES OF A TESTING LABORATORY TO DETERMINE WHETHER

THE REQUIREMENTS FOR MATERIALS SPECIFICATIONS ARE MET. THE CONTRACTOR SHALL GIVE

THE ENGINEER A MINIMUM OF 48 HOURS NOTICE WHEN REQUESTING FIELD TESTS. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS BEFORE STARTING ANY ACTIVITY THAT

REQUIRES TESTING.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY CONTROLS AND/OR

STRUCTURES REQUIRED TO MAINTAIN SUITABLE AND SAFE WORKING CONDITIONS AT ALL TIMES.

SUCH ITEMS SHALL BE REMOVED ONCE THAT PORTION OF WORK HAS BEEN COMPLETED.

14. CONTRACTOR'S USE OF THE PREMISES SHALL BE CONFINED TO THE LIMITS OF CITY OWNED

PROPERTY. ALL PUBLIC AND PRIVATE PROPERTY AFFECTED BY THE CONSTRUCTION SHALL BE

PROTECTED WHERE POSSIBLE. ALL AREAS DISTURBED AS PART OF THIS WORK SHALL BE

RESTORED TO ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE OWNER. ALL

EXISTING SODDED AREAS DISTURBED DURING THE CONSTRUCTION SHALL BE REPLACED WITH THE

SAME TYPE OF SOD IN CONFORMANCE WITH THE STANDARD SPECIFICATIONS. FIELD ENGINEER

SHALL APPROVE THE REMOVAL AND REPLACEMENT OF EXISTING IRRIGATION SYSTEMS, AS

REQUIRED, AT NO ADDITIONAL COST TO THE CITY OR PROPERTY OWNER. PROPER TEMPORARY

ADJUSTMENTS SHALL BE DONE AT SUCH TIME TO MAINTAIN IRRIGATION SYSTEMS FROM BEING

INTERRUPTED FOR EXTENDED PERIODS DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTENANCE OF ALL NEWLY PLANTED GRASS OR VEGETATION UNTIL WELL

ESTABLISHED AND ACCEPTED BY THE CITY.

15. ALL EXISTING PAVEMENT MARKINGS AND MESSAGES, WHICH ARE TO BE OBLITERATED, SHALL BE

INVENTORIED AND RESTORED TO ORIGINAL CONDITION AND DAMAGED ONES REPLACED (UPON

COMPLETION OF CONSTRUCTION AND PRIOR TO REINSTATING VEHICULAR TRAFFIC) BY THE

CONTRACTOR, UNLESS OTHERWISE SPECIFIED IN THE PLANS OR LATEST DESIGN STANDARD. ALL

PERMANENT PAVEMENT MARKINGS SHALL BE ALKYD THERMOPLASTIC. TEMPORARY PAVEMENT

MARKINGS MAY BE PAINT PRODUCTS AND RETRO-REFLECTIVE PAVEMENT MARKERS (ON SURFACES TO BE MILLED AND RESURFACED) OR TEMPORARY TAPE (ON ALL AREAS NOT BEING RESURFACED).

TEMPORARY TAPE SHALL BE 3M BRAND STAMARK REMOVABLE TAPE, SERIES 780, WET REFLECTIVE TEMPORARY TAPE OR APPROVED EQUAL. THE USE OF "FOIL BLACK" TYPES OF TEMPORARY TAPE IS NOT PERMITTED. 3M BRAND REMOVABLE BLACK MASK TAPE, SERIES 145, IS THE ONLY APPROVED

MATERIAL FOR "BLACKING OUT" EXISTING PAVEMENT MARKINGS ON FINAL ROADWAY SURFACES

OR SURFACES NOT BEING PAVED. UNDER NO CIRCUMSTANCES WILL BLACK PAINT OR GRINDING BE

PERMITTED. ALL CONFLICTING EXISTING MARKINGS SHALL BE REMOVED.

16. MAINTAIN ACCESS AND UTILITIES TO ALL EXISTING PLANT OPERATIONS UNTIL THE PROPOSED

IMPROVEMENTS AT THE FACILITY ARE FULLY OPERATIONAL AND FUNCTIONALLY.

17. THE CONTRACTOR SHALL ENSURE THAT ALL SURVEY CONTROL POINTS SHOWN ON THE PLANS AND

ANY PROPERTY CORNERS ALONG THE ROUTE OF THE PROJECT ARE PROTECTED AND SHALL BE

REFERENCED AND MAINTAINED PRIOR TO BEING DISTURBED. THIS WORK MUST BE PERFORMED

UNDER THE DIRECT SUPERVISION OF A FLORIDA LICENSED SURVEYOR AND MAPPER WHO SHALL

PROVIDE SIGNED AND SEALED COPIES OF THE WORK AT THE REQUEST OF THE CITY. ALL

REFERENCING WORK IS SUBJECT TO REVIEW AND APPROVAL BY THE OFFICE OF THE CITY

SURVEYOR, AS REQUIRED BY SECTION 01050 OF CONTRACT DOCUMENTS.

18. THE CONTRACTOR SHALL FURNISH THE CITY WITH AN "AS-BUILT SURVEY" PREPARED BY A FLORIDA LICENSED SURVEYOR AND MAPPER ACCORDING TO SECTION 01050. THE AS-BUILT SURVEY WILL

INCLUDE HORIZONTAL AND VERTICAL DIMENSIONS OF ALL CONSTRUCTED IMPROVEMENTS

(INCLUDING SANITARY AND STORM SEWERS AND STRUCTURES, CLEAN-OUTS, WATER MAINS,

VALVES, ETC.) WHICH MUST BE CLEARLY SHOWN BY SYMBOLS, NOTATIONS AND DELINEATION, AND

SHALL BE LOCATED IN STATE PLANE COORDINATES. THE CONTRACTOR SHALL SUBMIT THE

AS-BUILT SURVEY WITH EACH PAY REQUEST FOR PARTIAL APPROVAL, AS SPECIFIED IN SECTION

01050. NOT MEETING THIS REQUIREMENT WILL BE REASON TO REJECT FUTURE PAY REQUESTS

UNTIL APPROVAL IS OBTAINED. ALL AS-BUILT SURVEYS WILL BE REVIEWED AND APPROVED FOR CONFORMITY WITH FLORIDA ADMINISTRATIVE CODE 61G17-6.005-(2) BY THE OFFICE OF THE CITY

SURVEYOR, AS REQUIRED BY SECTION 01050 OF THE CONTRACT DOCUMENTS.

GENERAL NOTES

1. ALL CONSTRUCTION PROJECTS 1 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS

ARE REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR STORMWATER DISCHARGE FROM SMALL AND LARGE CONSTRUCTION ACTIVITIES. IN ORDER TO MEET NPDES REQUIREMENTS, THE CONTRACTOR

IS RESPONSIBLE FOR PREPARING A STORMWATER POLLUTION PREVENTION PLAN (SWPPP),

IMPLEMENTING, INSPECTING, MAINTAINING, AND REPORTING ON ALL ELEMENTS OF THE SWPPP, COMPLETING AND SUBMITTING THE REQUIRED NOTICE OF INTENT (NOI) AND NOTICE OF

TERMINATION (NOT) FORMS AS THE OPERATOR, AND PAYING ALL ASSOCIATED FEES. FOR

PROJECTS LESS THAN 1 ACRE IN SIZE THAT ARE NOT REQUIRED TO COMPLY WITH THE NPDES

GENERAL PERMIT, THE CONTRACTOR IS STILL RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING

EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO AND DURING CONSTRUCTION IN

ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS.

2. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY

PROVIDED ON THE CONSTRUCTION PLANS. BENCHMARK INFORMATION SHALL BE PROVIDED TO

THE CONTRACTOR BY THE OWNER OR OWNER'S SURVEYOR. ANY DISCREPANCIES BETWEEN FIELD

MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUGHT TO THE ATTENTION

OF THE ENGINEER IMMEDIATELY.

3. BASE SURVEY INFORMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF

WAY, AND OTHER TOPOGRAPHIC INFORMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS.

CPH CONSULTING, LLC ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THIS INFORMATION.

4. THIS SET OF PLANS MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH

CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL. CPH, LLC IS NOT RESPONSIBLE

FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS.

5. SUBMIT ELECTRONIC COPIES (PDF FORMAT) OF EACH SHOP DRAWING AND PRODUCT DATA TO THE

ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION.

PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP DRAWINGS,

PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE

CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL

COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELATED WORK. THE

CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BY THE ENGINEER'S REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS

OF THE CONTRACT DOCUMENTS.

6. PROTECT BENCHMARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE

OR DISPLACEMENT. IF MARKER NEEDS TO BE REMOVED IT SHALL BE REFERENCED BY LICENSED

LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME.

7. IN ADDITION TO QUALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

REQUIRED TESTING OR APPROVALS FOR ANY WORK (OR ANY PART THEREOF) IF LAWS OR

REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING,

INSPECTIONS OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION

THEREWITH AND SHALL FURNISH THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES OF

INSPECTION, TESTING OR APPROVAL.

8. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR SHALL BE AN INDEPENDENT

LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND

COMPLYING WITH THE LATEST EDITION OF THE "RECOMMENDED REQUIREMENTS FOR

INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE AMERICAN COUNCIL OF

INDEPENDENT LABORATORIES.

9. TESTING RESULTS SHALL BE PROVIDED TO THE CITY AND THE ENGINEER. ALL TEST RESULTS

SHALL BE PROVIDED (PASSING AND FAILING) ON A REGULAR AND IMMEDIATE BASIS.

10. THE ENTIRE PROJECT SITE SHALL BE THOROUGHLY CLEANED AT THE COMPLETION OF THE WORK.

CLEAN ALL INSTALLED PIPELINES, STRUCTURES, SIDEWALKS, PAVED AREAS, ACCUMULATED SILT IN PONDS, PLUS ALL ADJACENT AREAS AFFECTED BY CONSTRUCTION, AS DIRECTED BY THE CITY.

EQUIPMENT TO CLEAN THESE SURFACES SHALL BE SUBJECT TO APPROVAL BY THE OWNER.

11. ALL SHUTDOWN PROCEDURES AND TIMING SHALL BE COORDINATED WITH THE PLANT MANAGER.

THE CONTRACTOR IS REFERRED TO SPECIFICATIONS SECTION 01014, CONSTRUCTION SEQUENCE, FOR FURTHER INFORMATION REGARDING SHUTDOWN.

12. ALL PIPING SHALL BE PRESSURE AND LEAK TESTED IN ACCORDANCE WITH THE SPECIFICATIONS.

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS AND

TESTING EQUIPMENT REQUIRED TO COMPLETE THE TESTING AS SPECIFIED.

13. ALL STAINLESS STEEL WILL BE TYPE 316, UNLESS OTHERWISE NOTED.

14. ALL ABANDONED PIPE IS TO BE PLUGGED AND GROUT FILLED.

15. EQUIPMENT DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY. THE CONTRACTOR SHALL

COORDINATE THE DIMENSIONS OF ALL PROJECT EQUIPMENT WITH THE EQUIPMENT

MANUFACTURER'S RECOMMENDATIONS.

16. INTERNAL FACILITY ROADWAY CLOSURES WILL BE PER THE CONTRACTOR'S APPROVED

MAINTENANCE OF TRAFFIC (MOT) PLAN AND COORDINATED WITH THE PLANT MANAGER.

17. NOTE THAT AT ANY GIVEN TIME TWO OR MORE CONTRACTORS WILL BE ON-SITE.

18. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF ORLANDO BUILDING REQUIREMENTS AND IS

SUBJECT TO INSPECTION BY THE CITY OF ORLANDO BUILDING DEPARTMENT. ALL WORK SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE CITY OF ORLANDO UTILITY STANDARDS AND

CONSTRUCTION SPECIFICATIONS MANUAL.

PERMITS

1. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILABLE REGULATORY

AGENCY PERMITS AND LOCAL AGENCY PERMITS OBTAINED BY THE OWNER. THESE PERMITS

INCLUDE:

PERMIT NO. ISSUING AGENCY DATE OF PERMIT

X CITY OF ORLANDO X

PERMIT TYPE PERMITTING AGENCY PERMIT FEE TO BY PAID

BY CONTRACTOR

BUILDING PERMIT

(INCLUDING PERMITS

FOR ALL SUBCONTRACTOR ORLANDO YES

WALLS, ETC.) WORK

SUCH AS ELECTRICAL,

STRUCTURES, RETAINING

2. THE CONTRACTOR SHALL REVIEW AND BECOME FAMILIAR WITH ALL PERMITS FOR THE PROJECT, COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS AND PERMIT MODIFICATIONS. A COPY OF ALL PERMITS FOR THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR AT THE PROJECT

SITE, AND SHALL BE AVAILABLE FOR REVIEW UPON REQUEST.

3. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO ABIDE BY ALL PROVISIONS OF THE PERMITS.

THE CONTRACTOR IS RESPONSIBLE FOR THE SELECTION, IMPLEMENTATION AND OPERATION OF

ALL MEASURES REQUIRED BY THE PERMITS, INCLUDING THE MAINTENANCE OF SAID MEASURES AS NECESSARY DURING CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY

WORK ASSOCIATED WITH PERMIT REQUIREMENTS.

4. THE CONTRACTOR SHALL KEEP LOCATE TICKETS UP TO DATE AT ALL TIMES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS

ASSOCIATED WITH THE PROTECTION OF EXISTING FACILITIES DURING CONSTRUCTION. THE

CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELOCATIONS OR OTHER CONSTRUCTION

RELATED MATTERS WITH EACH UTILITY.

6. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING PIPING

ENCOUNTERED DURING CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY

PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF

SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE

OWNER AND THE ENGINEER.

7. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER’S INTENT

AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN

THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD

CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS

RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE FROM THE FDEP

CONSTRUCTION PERMIT, THEN SUCH REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

8. TYPICAL DETAILS AND PROPOSED CONSTRUCTION AS SHOWN ILLUSTRATE THE ENGINEER’S INTENT

AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN

THE FIELD. THE CONTRACTOR MAY ALTER THE PROPOSED CONSTRUCTION TO SUIT FIELD

CONDITIONS, PROVIDED IT COMPLIES WITH THE PROJECT SPECIFICATIONS AND APPROVAL IS

RECEIVED FROM THE ENGINEER. WHERE SUCH PROPOSED REVISIONS DEVIATE. THEN SUCH

REVISIONS WILL ALSO REQUIRE APPROVAL FROM FDEP.

9. FOR EACH RESPECTIVE PIPELINE CONSTRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, ELEVATION, SIZE, MATERIAL TYPE, AND ALIGNMENT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED TO. IF THE CONTRACTOR DEEMS NECESSARY: (A) A

CHANGE IN ALIGNMENT OR ELEVATION, OR THE NEED FOR ADDITIONAL FITTINGS, BENDS, OR

COUPLINGS, WHICH REPRESENT A DEPARTURE FROM THE CONTRACT DRAWING; OR (B) A NEED

FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF SUCH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT AND THE

REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES

FOR THE CONTRACTOR’S CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.

10. A SINGLE POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING UTILITIES. THE CONTRACTOR IS TO CONTACT THE SUNSHINE STATE ONE CALL CENTER BY DIALING “811” AT LEAST TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIC CONSTRUCTION ACTIVITY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILITIES PARTICIPATE IN THIS PROGRAM.

THE CONTRACTOR SHOULD CONTACT ALL NON-PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES AT LEAST TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION.

SITE PREPARATION

1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO

CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE DESIGNATED AREAS AS INDICATED ON THE

DRAWINGS. AT NO TIME SHALL THE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR

TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY

OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES

SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE

PROVIDED.

2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, BATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK, AND VERIFY

ALL DIMENSIONS RELATING TO INTERCONNECTION WITH EXISTING FEATURES. REPORT ANY

INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS

TO THE ENGINEER BEFORE COMMENCING WORK.

3. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE

PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE

TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN

WRITING BY THE ENGINEER.

4. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE

REMOVED TO LEGAL OFFSITE DISPOSAL AREAS.

5. SIDEWALKS, DRIVEWAYS AND CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE

REPLACED IN ACCORDANCE WITH THE CITY OF ORLANDO'S STANDARD SPECIFICATIONS.

6. ALL PAVEMENT REPAIR SHALL BE IN ACCORDANCE WITH THE CITY OF ORLANDO'S STANDARD

SPECIFICATIONS.

7. THE CONTRACTOR SHALL MAINTAIN AND PRESERVE NEWLY GRADED AREAS AND REPAIR AREAS

WHERE SETTLING AND EROSION HAVE OCCURRED.

8. ALL DISTURBED GRASS AREAS ARE TO BE RESODDED. SEED AND MULCH ARE NOT ALLOWED.

9. ALL DISRUPTED AREAS SHALL BE RETURNED TO THEIR ORIGINAL CONDITION OR BETTER.

UP

T

L B McLEOD ROAD

RECLAIMED

WATER

STORAGE TANK

REJECT

WATER

TANK

FLOCCULATION

& RAPID MIX

MASTER PUMP STATION

INTERMEDIATE

PUMP STATION

UNIT

POWER

CENTER

PLANT WATER

PUMP STATION

CHLORINE

CONTACT

CHAMBER

TRANSMISSION

PUMP STATION

CHLORINE GAS

HANDLING BUILDING

AND SCRUBBERS

LOCAL REUSE

PUMP STATION

MOTOR

CONTROL

CENTER

SURGE

TANK

ELECTRICAL

SUBSTATION

NO. 3

BELT FILTER PRESS

BIOSOLIDS PROCESS BUILDING

STORAGE BUILDING

WAS STORAGE

TANK

(EMERGENCY)

SLUDGE

STORAGE TANK

NO. 2

SLUDGE

DISTRIBUTION

BUILDING

IAG

BUILDING

AERATED

WAS

STORAGE

TANK

TUF

TANK/IPS

OVERFLOW

BACKWASH

DIVERSION

STRUCTURE

THICKENER

BUILDING

SLUDGE

ROUTING

BOX

TUF PUMP

STATION

SLUDGE HAULING

EQUIPMENT

PARKING AREA

WASTE GAS

BURNERS

FINAL CLARIFIER

NO. 4

FINAL CLARIFIER

NO. 2

FINAL CLARIFIER

NO. 3

FINAL CLARIFIER

NO. 1

BNR

BASINS 5-10

BNR

BASINS 1-4

ADMINISTRATIVE

CENTER

EMERGENCY

GENERATOR

BUILDING

BNR BLOWER

BUILDING

MAINTENANCE

BUILDING

PRELIMINARY

TREATMENT

ODOR CONTROL

OPERATIONS

BUILDING

EQ PUMP

STATION

CLARIFIER

SPLITTER BOX

SPLITTER BOX

EXISTING

PRELIMINARY

TREATMENT

STRUCTURE

NEW

PRELIMINARY

TREATMENT

UNDER

CONSTRUCTION

BIOSOLIDS TRAILER

LOADING FACILITY

TERTIARY

FILTERS

ODOR CONTROL UNIT

MASTER PUMP STATION

ELECTRICAL BUILDING

FLOW EQUALIZATION

TANK

GRIT SETTLING

BASIN NO. 1

GRIT SETTLING

BASIN NO. 2

FUEL

STORAGE

FACILITY

SLUDGE

STORAGE TANK

NO. 1

COMPRESSOR

BUILDING

SLUDGE

STORAGE TANK

NO. 3

AIR

COMPRESSOR

FACILITY

SILT FENCE REFER TO

DETAIL ON SHEET C1

BIOSET LIME

STABILIZATION

PROCESS

N

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

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J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 G-4 - OVERALL SITE PLAN.dwg, 11/21/2025 2:59:40 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

OVERALL SITE PLAN

AND KEY PLAN

Graphic Scale in Feet

60 60 120

AREA OF BLOWER

IMPROVEMENTS

CONSTRUCTION

STORAGE AREA

G-4

REMOVE EX. BLOWER

AND TURN OVER TO CITY

(TYP OF 5)

EX. BLOWER 5 EX. BLOWER 3 EX. BLOWER 1

EX. BLOWER 4 EX. BLOWER 2

EX. DOOR

EX. ELECTRICAL ROOM

EX. 30" AIR PA-SST EX. 20" AIR PA

EX. 16"

RUBBER

EXPANSION

JOINT (TYP)

EX. 16" AIR

SST (TYP)

EX. 20" BFV MOTORIZED

EX. TRENCH W/ GRATING

TO AERATION BASIN 5-10

EX. 16" AIR

SST (TYP)

EX. 30" AIR PA

TO BNR BASINS 1-4

EXISTING 17'-4" W x 12'-0"H

OPENING (TYP OF 3)

EXISTING 13'-0" W x 12'-0"H

ROLLUP DOOR (TYP OF 2)

EXISTING 17'-4" W x 12'-0"H

ROLLUP DOOR (TYP OF 3)

A D-2

REMOVE AND

REINSTALL 16" BFV TO

HAVE OPERATOR

WHEEL ON OPPOSITE

SIDE

EX. PVC NPW

PIPING

REMOVE EX

GRATING

AND CHANNEL

SUPPORTS

CUT/REMOVE ABANDONED

4" DI SLUDGE PIPE TO

FLUSH W/ FLOOR AND

GROUT

REMOVE DRAIN COVER

AND PLUG EX. DRAIN

REFER TO DETAIL

AND NOTE 4

REMOVE EX. HOSE BIB

REMOVE AND DISPOSE OF

EXISTING ROLL UP DOOR

AND OPERATOR SYSTEM

CAP EX. 3/4"

RECLAIMED WATER

PIPE BELOW FLOOR

AND ABANDON

EX. DOUBLE DOOR

REMOVE EX. HANDWHEEL

ACTUATOR AND RETAIN

FOR REINSTALLATION

EX. OVERHEAD ELECTRICAL

CONDUITS TO REMAIN

REMOVE PROCESS

AIR PIPE FROM EX.

BINARY TO VALVE

(TYP OF 2)

REMOVE EX.

STANCHION

PIPE SUPPORT

EXISTING PIPE

SUPPORTS TO

BE REMOVED

OR BE REUSED

(TYPICAL)

EXISTING ELECTRICAL RACK TO REMAIN

REMOVE AND DISPOSE OF EX. 16"

SST PROCESS AIR PIPING, AND

FILLINGS BEFORE BLOWERS AND

FLANGED PIPE (TYP. OF 5)

REMOVE ELECTRIC MOTOR

ACTUATORS ON EX. 20" BFVS (TYP

OF 2) AND TURNOVER TO CITY

EX. 16" FLG

SPOOL PIECE

TO REMAIN

(TYP.)

REMOVE AND DISPOSE OF

EXISTING 16" BLIND FLANGE

REMOVE AND

DISPOSE OF EX.

16" SST PROCESS

AIR PIPING, AND

FILLINGS BEFORE

BLOWERS AND

FLANGED PIPE

(TYP. OF 5)

EX. 16" BFV (TYP.)

FASTEN PLUG IN EX.

DRAIN PIPE MIN OF 6"

INTO PIPE AND FILL

WITH GROUT

TO BNR BASINS 1-4

1.

2.

3.

4.

NOTES:

EX. BLOWER DISCHARGE 16" BFVS ARE WAFER STYLE AND MUST BE BOLTED BETWEEN

FLANGES ON BOTH SIDES OF VALVE TO BE RETAINED IN PLACE.

BLOWERS AND ASSOCIATED PIPING AND VALVES TO BE REPLACED IN ACCORDANCE WITH

CONSTRUCTION SEQUENCE SHEET M-3 TO MAINTAIN SUFFICENT PROCESS AIR CAPACITY

AT ALL TIMES.

EX. BLOWERS ARE TO BE PROTECTED FROM DAMAGE DURING REMOVAL AND TURNED

OVER TO THE CITY.

CONTRACTOR TO INCLUDE IN BID ALLOWANCE FOR PLUGGING AND GROUTING UP 6 FLOOR

DRAINS INSIDE BLOWER BUILDING PER DETAIL 3/M-5.

REMOVE AND TURN OVER TO

OWNER

REMOVE AND DISPOSE OF

LEGEND

3/8" = 1'-0"

DEMOLITION PLAN

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

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OCTOBER 2025

BMF

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J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 D-1 - BLOWER BUILDING DEMOLITION PLAN.dwg, 11/21/2025 2:59:47 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

BNR BLOWER BUILDING

DEMOLITION PLAN D-1

N

T/ EX. SLAB

98.50 ft

MATCH EX. PIPE CL

CL EL.= 110.92 ft

BLOWER 2 BLOWER 1

MATCH EX. PIPE CL

CL EL.= 110.21 ft

REMOVE AND DISPOSE

EXISTING 17'-4" W X 12'-0"

ROLLUP DOOR SYSTEM

EX. ELECTRICAL CONDUIT

TO REMAIN

REMOVE AND DISPOSE OF

EX. 16" SST. AIR PIPING.

WAFER CV. EXPANSION

JOINT AND BLOW DOWN

VALVE (TYP. OF 5).

REMOVE BLOWER

AND TURN OVER TO

CITY (TYP. OF 5)

REMOVE GRATING FROM

CHANNELS

CUT EX. 16" SST AIR

PIPE 8" FROM EX.

FLANGE (TYP OF 2)

T/ EX. WALL

117.25 ft

T/ EX. ROOF

115.83 ft

EX. 30" PA SST.

EX. 30" PA SST. AIR

EX. 30" PA SST. AIR

REMOVE AND TURN OVER TO

OWNER

REMOVE AND DISPOSE OF

LEGEND

3/8" = 1'-0" D-2

SECTION (DEMOLITION) A

D-1

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

S E

T

O3153

OCTOBER 2025

BMF

RSS

DH / RBB

J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 D-2 - BNR BLOWER BUILDING DEMOLITION SECTION.dwg, 11/21/2025 2:59:55 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

BNR BLOWER BUILDING

DEMOLITION SECTION D-2

FILL EXISTING TRENCH WITH CONCRETE,

REFER TO STRUCTURAL DWGS

A M-2

EX. 30" PA-SST EX. 20" PA-SST

NEW

BLOWER 3

INLET FILTER/

SILENCER BOX

(TYP OF 5)

INSTALL NEW BLOWER (TYP OF 5)

16" 90 DEG

BEND, FLG X

WJ (TYP OF 5)

DOUBLE DOOR

WAFER CHECK

VALVE PROVIDED

BY BLOWER

MANUF. (TYP OF 5)

EX. 16" FLG

SPOOL PIECE

(TYP OF 3)

EX. 30" PA-SST

TO BNR BASINS 5-10

EX. DOOR

EXISTING 17'-4" W x 12'-0"H

OPENING (TYP OF 3)

EXISTING 17'-4" W x 12'-0"H

ROLLUP DOOR (TYP OF 2)

11'1" L X 5'11" W 4" H

CONCRETE EQUIPMENT

PAD (TYP OF 5)

EX. 16" PA

SST (TYP)

EX. 20" BFV MOTORIZED

EX. ELECTRICAL ROOM

12" GOOSENECK EXHAUST

VENT WITH SST INSECT

SCREEN ON CONTROL

CENTER COOLING OUTLET

(TYP OF 5)

20" PA SST

TO BNR BASINS 1-4

20" BFV, FLG

SEE NOTE 2

16" PA SST

(TYP.)16" BFV, FLG

(TYP OF 2)

CORE 26" PENETRATION

THROUGH EX. PRECAST

DOUBLE TEE ROOF

(ABOVE)

24" SST AIR

DUCT

16" 90° BEND, FLG x WJ

(TYP OF 3)

20" SST AIR DUCT

10" SST AIR DUCT

(TYP OF 5)

10" SST AIR DUCT 10" SST AIR DUCT

16" SST AIR DUCT

HANGER PIPE

SUPPORT

DAMPER

(TYP. OF 5)

SEE NOTE 5

NEW

BLOWER 2

NEW

BLOWER 1

NEW

BLOWER 4

NEW

BLOWER 5

BLOWER 6

FUTURE

20" x 10" SST DUCT TEE

(TYP OF 2)

10" SST DUCT 45° BEND

10" SST AIR DUCT

(2) 10" DUCT 90 BENDS

26.5"X26.5"

SQUARE

OPENING

EX. DOUBLE DOOR

TYP.

6' - 10"

T

THERMOSTAT

10" SST DUCT CAP

(TYP OF 2)

CONTROL CENTER

COOLING EXHAUST (TYP)

INSTALL NEW ELECTRIC MOTOR

ACTUATORS ON EX. 20" BFVS (TYP OF 2)

MOTOR COOLING AIR EXHAUST DUCT

INSTALL SCREEN DOOR WITH MAN

DOOR WITHIN EXISTING OPENINGS,

REFER TO ARCHITECTURAL DWGS

SHEET A5

20"x16" TEE, WJ X

FLG (TYP OF 2)

WALL MOUNTED EXHAUST

FAN GREENHECK PRODUCT

CUBE-180HP-10130G3QD-DR2

INSTALL NEW PIPE/DUCT

SUPPORT (TYP.)

INSTALL SCREEN EXISITNG

OPENING, REFER TO

ARCHITECTURAL DWGS

NEW CONCRETE MASONRY BLOCK

WALL TO MATCH EXISTING

BUILDING STRUCTURE AND DOOR,

REFER TO STRUCTURAL AND

ARCHITECTURAL DWGS

30"x20" SST RED.

SEE NOTE 2 FLG

24" x 10" SST DUCT

TEE (TYP OF 3)

24" 90° SST

ELBOW DUCT

24" 90° SST

ELBOW DUCT

24" SST DUCT TO

ROOFTOP EXHAUST

16" x 10" SST

DUCT TEE

(TYP OF 2)

10" SST DUCT 90°

BEND (TYP OF 5)

REINSTALL EX.

ACTUATOR W/

HANDWHEEL FACING

EAST AS SHOWN

EXISTING 13'-0" W x

12'-0"H ROLLUP

DOOR (TYP OF 2)

20" SST 90

DEGREE BEND

20" X 16" SST TEE, WJ

X FLG (TYP. OF 2)

INSTALL 16" BLIND

FLANGE (TYP OF 2.)

INSTALL 16" BLIND

FLANGE (TYP OF 2.)

EXISTING

ELECTRICAL

RACK

CONNECTION FOR FUTURE

10" SST AIR DUCT

INSTALL NEW 20"

EXPANSION COUPLING

INSTALL NEW 24"

EXPANSION COUPLING

NOTES:

1. A MIN. TOTAL OF 4 BLOWERS (2 BLOWERS SERVING BASINS 1-4 AND 2 BLOWERS SERVING BASINS 6-10) TO BE OPERATIONAL AT ALL TIMES.

2. FOR INSTALLATION OF 30"X20" REDUCING FLANGE AND 20" BFV ON EXISTING 30" TEE LEADING TO BASINS 1-4, PROCESS AIR TO BASINS 1-4

MAY BE SHUT DOWN FOR NO MORE THAN 15 MINUTES.

3. THE DISTANCE BETWEEN TWO BLOWERS AND THE DISTANCE BETWEEN THE BLOWERS AND THE ROOM WALLS MUST BE AT LEAST 31.5". THIS

SPACE IS REQUIRED FOR INSTALLATION . MAINTENANCE AND SERVICE.

4. THE BLOWERS SHALL BE INSTALLED ON A FLAT AND LEVEL EQUIPMENT PAD SURFACE. IT MUST BE LEVEL TO WITHIN 0.5° IN ANY DIRECTION.

5. DUCT DAMPERS TO BE RUSKIN MODEL BDR2 ROUND BACKDRAFT DAMPER RATED FOR AT LEAST 180 DEG F TEMPERATURE.

6. ALL NEW BFVS ARE TO HAVE FLANGES CAST INTO VALVE BODY.

7. DUCT HANGER SUPPORTS NOT SHOWN BUT ARE REQUIRED. REFER TO SPECIFICATION 15881 FOR AIR DUCT SUPPORT REQUIREMENTS

8. ALL STAINLESS STEEL PIPING, FITTINGS, AND DAMPERS SHALL BE TYPE 316, SSH 105

9. CONTRACTOR TO MEASURE AND INCLUDE WITH SHOP A COMPLETE AIR PIPING LAYOUT OF EXISTING AND PROPOSED PIPE

3/8" = 1'-0"

PLAN

EX. CMU BUILDINGCUT AND CAP EX.

RECLAIMED WATER LINE

APPROX. 5' OUTSIDE

BUILDING REFER TO DETAIL

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

S E

T

O3153

OCTOBER 2025

BMF

RSS

DH / RBB

J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 M-1 - BLOWER BUILDING IMPROVEMENTS PLAN.dwg, 11/21/2025 3:00:00 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

BNR BLOWER BUILDING

IMPROVEMENTS - VIEW M-1

T/ EX. SLAB

98.50 ft

EX. 16" BFV

(TYP OF 2)

16" DOUBLE DOOR WAFER

CV, PROVIDED BY

BLOWER MANUFACTURER

(TYP OF 5)

16" S.S. 90° BEND

(TYP OF 5)

16"x12" S.S. DIFFUSER CONE, FLG

PROVIDED BY BLOWER MANUF. (TYP. OF 5)

16" PA

(TYP OF 5)

12" METAL FLEXIBLE JOINT

PROVIDED BY BLOWER MANUFACTURER

(TYP OF 5)

EX. 16" S.S.

SPOOL PIECE

(TYP OF 2)

EX. 30" PA-SST

11'-1" L X 5'-11" W 4" H

CONCRETE

EQUIPMENT PAD

(TYP OF 5) FILL EX. TRENCH W/ CONCRETE

REFER TO STRUCTURAL DWGS

EX. ELECTRICAL

CONDUIT RACK

INSTALL NEW BLOWER

(TYP OF 5)

INSTALL ANCHOR BOLTS

IN ACCORDANCE WITH

BLOWER MANUFACTURER

RECOMMENDATIONS

TO AERATION BASINS 5-10

10" SST AIR DUCT

20" SST AIR DUCT

10" SST AIR DUCT ON

MOTOR COOLING

EXHAUST OUTLET

16" BFV (TYP OF 2)

20" PA

10" SST AIR DUCT

DAMPER

(TYP OF 5)

16" PA

MATCH EX. PIPE CL

CL EL.= 110.92 ft

BLOWER 5 BLOWER 2

MATCH EX. PIPE CL

CL EL.= 110.21 ft

10" DUCT 90° BEND

10" DUCT 90° BEND

STANCHION PIPE SUPPORT

(TYP. OF 2)

20" SST 90° BEND, WJ

20" SST 90° BEND, WJ

INSTALL ROLLUP

SCREEN ON EXISTING

OPENING, REFER TO

ARCHITECTURAL

DWGS SHEET A5 (TYP

OF 3)

BLOWER MOTOR COOLING

AIR DISCHARGE PIPE

10" GOOSENECK EXHAUST

VENT WITH SS INSECT

SCREEN ON CONTROL

CENTER COOLING OUTLET

(TYP OF 5)

10" DUCT DAMPER

(TYP.)

PROCESS AIR PIPING TO

BUR TRAINS 1-4

INLET FILTER/ SILENCER BOX

PROVIDED BY BLOWER

MANUFACTURER (TYP OF 5)

3/8" = 1'-0" M-2

SECTION A

M-1

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

S E

T

O3153

OCTOBER 2025

BMF

RSS

DH / RBB

J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 M-2 - BLOWER BUILDING IMPROVEMENTS SECTION.dwg, 11/21/2025 2:59:38 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

BNR BLOWER BUILDING

IMPROVEMENTS -

SECTION AND DETAILS M-2

SCALE: M-5

2STANCHION PIPE SUPPORT W/ U-BOLT

N.T.S.

SCALE: M-5

1PIPE HANGER SUPPORT FROM CONCRETE CELING

N.T.S.

CORE 26" PENETRATION

THROUGH EX. PRE-CAST

DOUBLE TEE ROOF AND INSTALL

ALL NECESSARY FILLINGS &

COMPARTMENTS ON ROOFS

NEW

BLOWER

NO. 5

NEW

BLOWER

NO. 4

EX.

BLOWER

NO. 3

EX.

BLOWER

NO. 1

EX.

BLOWER

NO. 5

CONSTRUCTION SEQUENCE STEPS 1 & 2

SCALE: 3/8" = 1'-0"

EX.

BLOWER

NO. 4

EX.

BLOWER

NO. 2

16" FLANGED

BUTTERFLY VALVE

(TYP. OF 2)

TO BNR BASINS 5-10

INLET FILTER

SILENCER BOX

BY BLOWER

MANUFACTURER

(TYP.)

INSTALL NEW

BLOWER (TYP.)

16" SST 90 DEG BEND

FLG X WJ (TYP.)

DOUBLE DOOR WAFER

CHECK VALVE

PROVIDED BY BLOWER

MANUF. (TYP.)

10" SST GOOSENECK

EXHAUST VENT WITH SST

INSECT SCREEN ON

CONTROL CENTER

COOLING OUTLET (TYP.)

11'-1" L X 5'-11" W X 4" H

CONCRETE EQUIPMENT

PAD (TYP.)

DEMO

EXISTING

BLOWER

AND PIPING

(TYP.)

CUT EX. 16" SST AIR PIPE

8" FROM EX. FLANGE

(TYP.)

EX. 30" PA

24" SST AIR DUCT

24" SST AIR DUCT

INSTALL TEMPORARY

CAPS INSTALL TEMPORARY

CAPS

INSTALL TEMPORARY

CAPS

PIPE STANCHION SUPPORT

BLOWER MOTOR COOLING

AIR DISCHARGE DUCT

20" FLANGED

BUTTERFLY VALVE

INSTALL

PERMANENT

CAPS

INSTALL

PERMANENT

CAPS

A M-2

DEMO EXISTING

BLOWER AND

PIPING (TYP.)

EXISTING

ELECTRICAL

RACK

HANGER PIPE

SUPPORT

(2) 10" DUCT

90 BENDS

10" SST AIR

DUCT (TYP

OF 5)

DAMPER (TYP.

OF 5) SEE

SHEET M-1,

NOTE 5

10" SST DUCT

45° BEND (TYP

OF 5)

10" SST DUCT

90° BEND (TYP

OF 5)

DEMO EXISTING

BLOWER AND

PIPING (TYP.)

TO BNR BASINS 1-4

Job No.

Date:

Checked by:

Designed by:

Drawn by:

Sheet No.No. DateNo. Date Revision

THIS SHEET NOT VALID FOR CONSTRUCTION WITHOUT COMPLETE SET OF PLANS. SEE GENERAL NOTES FOR MASTER LEGEND.

Revision

B

ID

S E

T

O3153

OCTOBER 2025

BMF

RSS

DH / RBB

J:\O3153\Civil\DWG\_Current_Plan_Set\O3153 M-3 - CONSTRUCTION SEQUENCE STEPS 1 & 2.dwg, 11/21/2025 2:59:34 PM, Robert Luo, Convert - Cph Fullsize.stb

CITY OF ORLANDO / DEPARTMENT OF PUBLIC WORKS

WATER CONSERV II WRF

BNR SYSTEM BLOWER IMPROVEMENTS

www.cphcorp.com 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

DAVID ELTON MAHLER, P.E.

P.E. LIC. # 50041

CONSTRUCTION SEQUENCE

- STEPS 1 & 2 M-3

STEPS 1 & 2 CONSTRUCTION SEQUENCE:

STEP 1: CONNECT TO EXISTING 20" AIR HEADER W/ NEW 20" SST AIR HEADER PIPING AND 20" BFV.